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Home My WebLink About20250566 33-35 Caroline St Site Plan Revised Plans 0902202535 Caroll Saratoga Springs, ne Street NY 12866 686|A2CHIT CIS } 4 1 | it 4 w 4. ut . ay x a ¥ a : 7 " J ' ra e i j : a Ca + r+ 4 . | i i mn na a i aL WH A Be e aw ~ x -- Xt Gl s AT V i re \ py N e a u a h s A WE E AN A Le a n = = me ee ei i ee a j— / — 35 Caroline Street, Saratoga Springs, NY 12866 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. THIS PROJECT IS DESIGNED UPON THE BASIS OF THE IBC CODE, 9TH EDITION AND CURRENT REGULATIONS AS WELL AS LOCAL, STATE AND FEDERAL REGULATIONS REGARDING HEALTH AND SAFETY IN THE WORKPLACE. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND POSTING ALL NECESSARY VALID CONSTRUCTION/DEMOLITION PERMITS FROM ALL LOCAL, STATE AND FEDERAL AUTHORITIES HAVING JURISDICTION PRIOR TO THE START OF ON-SITE CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION ACTIVITIES, MATERIALS, MEANS AND METHODS. THE CONTRACTOR IS TO COORDINATE ALL SEPARATE SUBCONTRACTORS TO COMPLETE THE FULL SCOPE OF WORK AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL KEEP ALL BUILDING MEANS OF EGRESS CLEAR OF ANY OBSTRUCTIONS AT ALL TIMES. THE CONTRACTOR SHALL NOT OBSTRUCT TRAFFIC OUTSIDE OF THE AUTHORIZED CONSTRUCTION SITE OR ANY ADJACENT RIGHT OF WAY DURING CONSTRUCTION, UNLESS PRIOR APPROVAL IS OBTAINED FROM THE NECESSARY LOCAL GOVERNING AUTHORITIES. ALL CONSTRUCTION MATERIALS AND EQUIPMENT ARE TO BE STORED NEATLY WITHIN THE SCOPE OF WORK AREA ONLY. ACCESS TO THE WORK AREA IS TO BE RESTRICTED BY THE CONTRACTOR. ENTRANCES ARE NOT TO BE LEFT UNATTENDED AT ANY TIME. DOORS/GATES ARE NOT TO BE LEFT OPEN OR UNLOCKED. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE AREA AND EQUIPMENT WITHIN THE LIMIT OF WORK AND SITE OF THE BUILDING AS REQUIRED. ALL DEBRIS IS TO BE PROPERLY REMOVED FROM THE WORK AREAS, LEAVING THE WORK AREAS BROOM CLEAN. ALL DEBRIS IS TO BE STORED ON SITE IN REFUSE DUMPSTERS, REMOVED PERIODICALLY, AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL GUIDELINES AND LAWS. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY TEMPORARY WEATHER PROTECTION FOR THE BUILDING DURING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE REMOVAL OF SNOW, RAINWATER, ICE AND MUD FROM THE CONSTRUCTION SITE DURING THE FULL SCOPE OF CONSTRUCTION ACTIVITY ON THE PROJECT. ALL INTERIOR/EXTERIOR FINISHES, COLORS, TILES, FIXTURES, ETC... ARE TO BE SELECTED AND/OR APPROVED BY OWNER PRIOR TO PURCHASE AND CONSTRUCTION. PLUMBING/MECHANICAL/ELECTRICAL/HVAC INTERIOR WORK SHALL BE SEPARATELY PERMITTED. GENERAL NOTES A SHEET LIST SHEET # C2 A4 A5 A6 A7 A8 SHEET NAME SURVEY MAP SECOND FLOOR PLAN FIFTH FLOOR PLAN BUILDING ELEVATION 2 BUILDING ELEVATION 3 C-301 SITE LANDSCAPE PLAN C1 COVER SHEET ROOF PLAN BUILDING ELEVATION 1 A9 A10 A3 THIRD FLOOR PLAN FOURTH FLOOR PLAN BUILDING ELEVATION 4A11 PENTHOUSE FLOOR PLAN A14 A17 A18 A19 A21 A22 WALL ASSEMBLIES AND DETAILS WINDOW SCHEDULES BATHROOM PLANS & ELEVS. - UNIT 206, 306, 406, 501, 502 BATHROOM PLANS & ELEVS. - UNIT 503, 504, 505 A15 WINDOW DETAIL - FIRE RATED CONSTRUCTION REQUIREMENTS A13 BUILDING SECTION WITH FIRE RATED CONSTRUCTION REQUIREMENTS BATHROOM PLANS & ELEVS. - UNIT 201, 301, 401, 202, 302, 402, 203, 303, 403 BATHROOM PLANS & ELEVS. - UNIT 204, 304, 404, 205, 305, 405, 206, 306, 406A23 A24 A16 FLOOR AND ROOF ASSEMBLIES DETAILS & ENTRY CANOPY FRAMING P / S STAIR 1 & 2 - PLANS AND SECTIONS BATHROOM PLANS & ELEVS. - UNIT 505, PH - 101, PH - 102 A25 ROOM FINISH SCHEDULE LEGEND AND NOTES SCHEDULES H2 SECOND/FOURTH FLOOR PLAN FIFTH FLOOR PLAN PENTHOUSE FLOOR PLAN H3 H4 DETAILS H5 BASEMENT PLAN A26 KITCHEN PLANS AND ELEVATIONS H0 FIRST FLOOR PLANH1 BUILDING SECTION - 2 H6 DETAILS E2 E4 E6 E7 E8 E9 E10 FIRST FLOOR POWER PLAN PENTHOUSE FLOOR POWER PLAN BASEMENT LIGHTING PLAN FIFTH FLOOR LIGHTING PLAN LEGEND E3 E0 BASEMENT POWER PLAN SECOND/FOURTH FLOOR LIGHTING PLAN PENTHOUSE LIGHTING PLAN E11 E12 E5 FIRST FLOOR LIGHTING PLAN S0.1 S0.1A S0.1B FIRST FLOOR PLAN FIFTH FLOOR PLAN TYPICAL DETAILS TYPICAL DETAILS SECOND/FOURTH FLOOR PLAN BASEMENT PLAN GENERAL NOTES TESTING & INSPECTION REQUIREMENTS S0.2 S0.3 PENTHOUSE FLOOR PLAN FIRE ALARM NOTES TYPICAL DETAILSS0.4 GENERAL NOTES S0.5 TYPICAL DETAILS H8 T1 A0 A1 UTILITY PLAN BASEMENT PLAN FIRST FLOOR PLAN A2 A20 DOOR SCHEDULES C-501 BUILDING CODE A27 H7 S0.6 S0.7 TYPICAL DETAILS TYPICAL DETAILS HVAC DRAWINGS C-401 GRADING, DRAINAGE PLAN FP7 FP6 FP5 FP4 FP3 FP2 FP1 FP0 BASEMENT PLAN SECOND/FOURTH FLOOR PLAN FIRE PROTECTION NOTES FIRST FLOOR PLAN FIFTH FLOOR PLAN PENTHOUSE FLOOR PLAN FIRE PROTECTION DETAILS FIRE PROTECTION DETAILS FA2 FA4 FA6 FA3 FA1 FA5 FIRE PROTECTION FIRE ALARM PLAN A28 A29 A30 A31 A32 ENLARGED UNIT PLANS 201,301,401,202,302 AND 402 ENLARGED UNIT PLANS 203,303,403,204,304 AND 404 ENLARGED UNIT PLANS 205,305,405,206,306 AND 406 ENLARGED UNIT PLANS 501 AND 502 ENLARGED UNIT PLANS 503,504 AND 505 ENLARGED UNIT PLANS PH - 101 AND PH - 102 STRUCTURAL DRAWINGS P3 THIRD FLOOR PLAN RISERS FIRST FLOOR PLANP1 SECOND FLOOR PLANP2 P0 BASEMENT PLAN ELECTRICAL DRAWINGS E1 SECOND/FOURTH FLOOR POWER PLAN FIFTH FLOOR POWER PLAN RISER/NOTES SCHEDULES/CALCULATIONS PLUMBING DRAWINGS P7 NOTES FIFTH FLOOR PLANP5 PENTHOUSE FLOOR PLANP6 P4 FOURTH FLOOR PLAN P11 PLUMBING DETAILS PLUMBING DETAILSP9 PLUMBING DETAILSP10 P8 SCHEDULES PLUMBING DETAILSP13 PLUMBING DETAILSP14 P12 PLUMBING DETAILS SHEET #SHEET NAME SHEET #SHEET NAME C-801 SOIL EROSION AND SEDIMENT CONTROL PLAN A33 BATHROOM AND KITCHEN NOTES C3 PROPOSED PLOT PLAN A12 BUILDING SECTION - 1 A34 ARCHITECTURAL DRAWINGS CIVIL DRAWINGS FOUNDATION PERMIT SET - SOE PLAN VIEW FOUNDATION PERMIT SET - TYPICAL CANTILEVER SOE SECTIONS FOUNDATION PERMIT SET - TYPICAL BRACED SOE SECTIONS SOE-1 SOE-2 SOE-3 S0.8 TYPICAL DETAILS S0.9 TYPICAL DETAILS S0.10 TYPICAL DETAILS S0.11 TYPICAL DETAILS SL FOUNDATION LOADING PLAN S1.0 FOUNDATION PLAN (LEVEL - 1) S1.1 FIRST FLOOR FRAMING PLAN (LEVEL - 1) S1.2 SECOND FLOOR FRAMING PLAN (LEVEL - 2) S1.3 THIRD FLOOR FRAMING PLAN (LEVEL - 3) S1.4 FOURTH FLOOR FRAMING PLAN (LEVEL - 4) S1.5 FIFTH FLOOR FRAMING PLAN (LEVEL - 5) S1.6 PENTHOUSE FRAMING PLAN (6TH LEVEL) S1.7 HIGH ROOF FRAMING PLAN (7TH LEVEL) S2.1 COLUMN SCHEDULE S2.2 BRACING ELEVATIONS S2.3 BRACING & BASE PLATE DETAILS S3.1 SECTIONS S3.2 SECTIONS S3.3 SECTIONS S3.4 SECTIONS S3.5 SECTIONS C-901 CONSTRUCTION DETAILS L-201 LIGHTING PLAN FIRST FLOOR: 2 - RETAIL RETAIL 1 ONE RETAIL RETAIL 2 ONE RETAIL TYPICAL FLOOR: 18 UNITS: 15 - TWO BEDROOMS AND 3 - ONE BEDROOM SECOND FLOOR: 6 UNITS: (5 - TWO BEDROOMS AND 1 - ONE BEDROOM) 9,440 S.F. THIRD FLOOR: 6 UNITS: (5 - TWO BEDROOMS AND 1 - ONE BEDROOM) 9,440 S.F. FIFTH FLOOR: 5 UNITS: 2 - THREE BEDROOMS AND 3 - TWO BEDROOMS FIFTH FLOOR: 5 UNITS: (2 - THREE BEDROOMS AND 3 - TWO BEDROOMS) 6,250 S.F. PENTHOUSE: 2 UNITS: 2 - THREE BEDROOMS PENTHOUSE 2 PENTHOUSES: 2 - THREE BEDROOMS 3,931 S.F. FOURTH FLOOR: 6 UNITS: (5 - TWO BEDROOMS AND 1 - ONE BEDROOM) 9,440 S.F. UNIT MIX TALE UNIT TYPE QUANTITY GROSS AREA (S.F.) 9,733 S.F. PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/27/2025 2:01:41 PM CO V E R 23-135 06-20-2025 DK WC C1 REV. DATE DESCRIPTION 35 CAROLINE STREET, SARATOGA SPRING, NY 12866 S ~~ = c ra oOo .,, S € ge a § 5 = oo Os N 4 co +e > oS ” 7) — L & ‘D) a) A) Oo ‘D > & QO iS © D 2 C © 238 oO > 5985 +274.58 c 5 = ~N “ Oo 5 O & | ‘) lc”) aD 274.39 o Y) ” ‘) © ' +275.00 oO ‘ | | 4 n/t +275.04 / a or o Places in Saratoga, LLC / / < a8 } 3 /5 Inst. #2013038068 (\ / . / © ° | < 29'35"E 89.00’ | \ 9/81R. BUILDING O a a7 ™ / 275.10, METAL GUARD RAIL S632935E 89.00, | oy LZ ; ; ag 4 < \ S| =| | | S$ =| S$ = 0 fof of of of f of f of f f oF +f TT T_T_T_ T_T TT 7 T 7 7 1 ~J_?7 7 7 -T T rT No 2. 4] 76. 79 Al M d p Leg en d S A 5g’ ~~ 578. “ ~~ 54t ~ a L YI Vi » 5/8 IR. ezO’DD” «a \ / x “po [5/8 IR. | / | 49.41 S308 220 +] 1 Gi LOONC, APRON | 5/8"IR. o marker found, labeled ‘o 275.27 EDGE OF ASPHALT “2D SQN "E @ tilit | Ni & | | \ | / RIGHT! OF WAY | wyass 5/8'k. S63°30'00"E utility pole - — 7 | \ x y IN FAVOR OF ——~__- | 19.20 1 7 — sign 1Q S 3 RIGHT OF WAY (SEE INST | | 974.73 ® water valve an . : i» S AS Rae past #2009006434 / y, %{ lamp post C5) 8 8 Fi +274.31 TF . ao lands of —-..—--— overhead wires Z| ™ oo 09 Oo CROSS—HATCHED) iO | o in 10 5 | N Burton Schwab / 6 gas line S C~ oY 3 ce 5,958 s.f. or / “~ | 9 : . t ’ a -—-FFFF-FF guard rail 2 x B28. 5 1 te waa | 0.157 ac. A c. /-_— a /—/—/—/ d f fe: : oe Wrkoote TC: 275.94 —/—/—/—/— wood fence BC: 275.53 B6:278.45 4 “276.20 776.4) \ DEED REF #1 / cc BY os 5 +275.82 \ | Le S/ +2788 B & FLUSH mr / lands of . | 4974.64 iS ~ t Als _ L J 4 RSJATT1059 LLC <% \ is S/ za | . Za 2 N 4,064 s.f. or \ N 27453 aay 1 oS Deed References: = > 7 0 o 9° S Q \ 0.093 ac. \ N\ / © ' SS 1. Burton P. Schwab Z, o & 2 | DEED REF #2 \ N we) SY | Oo Inst. #2009006434 ES 4 55 QO) FLUSH 275.911) _ } ! \ /o WY S a a: Za . | 4-76.97 Noa Oo S/ Wis 2. RSJATTTO59, LLC <5 © as \ SC) CONC SS Inst. #2023014911 Er: TC BREAK: 276.77 pa) RO / Ss PAD | 26 N gA l BC: 276.26 4H >F \ +-276.28 _ | / ; oS © DP) tae ely SS / ' eu 2 z| js —-% \ ale > : : N \ Be - | S Map References: ~ — ES Nt Pie \ / __ ONERHANG CAE 1. "As—Built Survey 79 Henry Street Mixed Use SQ |e te © ©] © 275.38 | | pall 974.73 ror = = \ IS \ / Building” dated Jan. 28, 2021 prepared by © N4 1 STY. r| 2 \ \ / / 5 BUILDING Thompson—Fleming Land Surveyors, P.C. “— <x | ” 2 — < Soon ty it \ \ / | CLAN i 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, Q +2714 —~|_ || & BLOC b| 4 ASPHALT / & TAVERN Th Sleming Land 0:27.56 || BUILDING ©| © SRARKING / | 2002 prepared by Thompson—Fleming Lan 10: 277.86 Be277.0 | © OT / ~ Surveyors, P.C. rT BC: 27.30 < | S| 5 / ae =| z= \ / N 3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated a 1 FLe 2 / [ic 3/25/04, last revised 8/21/04 prepared by a \ | / Ke All—Points Land Survey, LLC filed in the Saratoga ae _ Np \ any Wo County Clerk’s Office as Map #N204A. = / 4+-277.72 277,071 | . & ' / / BUILDING 4. "Map of Pavilion Park Property” dated 1874 prepared * | . | by L.H. Cramer, C.E. filed in the Saratoga County a os / / | ' Clerk’s Office as Map FF—38 and FF—J39. Ss wea H / " d to RSJATTTOS9, LLC Fre. | 277. ) 5. "Map of Lands to be conveyed to SAN.MH. Ueeafese ORE alla —_ dated Aug. 3, 2022 revised _____ by BC: 278.01 < NN NN ; RIN 278.36__ | 7 NN Thompson—Fleming Land Surveyors, P.C. INV.N.=264.60 | 1} \ INV.S.= 264.70 oy | | GATE 277.97 FLUS o a SAN.MH. 2 pe {- FFE= ems TRS Ey ee) 2” Survey Notes: cB nil coun \ N65'50'00"W 108.20 | @ 1. Elevations are based on NGVD 1929 datum. RIM=279.13 \ \ HANDHOLE Ty DRILL HOLE | SIDEWALK INV=271.95 \ 4 oe] wx [S IN CONC, Fouto | 3) 2. The location of underground utilities shown on this HANDHOLES L \ \ * em d Ps plan are for information only, and all utilities may cC— ¥ T % + A a CURB FLUSH 277,46 o + not be shown. The owner or contractor shall nen LT rc:279.40 eo \ TC:278.60 BREAK ua a e BC 277.54 | we 277.30 te KS. | wozmse contract U.F.P.0. (1-800-962-7962) and the BC: 279.34 BC: 278.94 Ries % SI ze RIM=277-07 : roper local authorities or respective utility company aa INV.W=263.59 \ TC BREAK:278.45 =< | | si 7 INV=273.57 proper local au S g ¢— x eS S BC: 277.94 ~N = | having jurisdiction to confirm the location of all NN \ INV.SE=263.69 \ NN existing utilities before commencing work. Any i 79 \ ¥ ™ a A WATER w wo Ww Ww costs incurred by the owner or contractor due to Ww Ww. Ww. w Ww. Ww. Ww. Ww. Ww. Ww. Ww: W: Ww. @ Ww Ww Ww Ww w——— W W W W W W W : yh W. O— W. W W. vw y_W W W W W " " . " Ne the failure to contact the proper authorities shall \P> \ / i | become the responsibility of the owner or SAN. MH Mu NL ' +277.49 re contractor. RIM=279.72 > SAN. MH % / St C f 12” SANITAR | —s SA No SA SA SA Ve RIM=278.59 im fO NE SA SA os sa———"SA s | 3. The location of sanitary sewer service to each — IE le SA SA SA SA SA SA SA building is unknown. STORM mas \ INVS.= 24.85 \ a | st st | st ST ST st ST st ST A a GX? st ST ST st st st ° STORM \ \ st st ST st a 1 SAN. MH ; RIM=279.31 RM MH us STORM MH cowie OY \atez7020 a | wv (0ut)-28728 (AND OF | Certification : L.=209, INV.E=268.60 vy , Hell, - — C:278.12 INV.E.(IN)=267.45 IT IS HEREBY CERTIFIED TO: BC. 778080 / 4 \ \ \ NV 266,90 a BC: 277.58 1 | ERIC BRODWIN AND CRONAN DEMPSEY , —_ _ 5 that the map was prepared in accordance with the current existing @ \ Code of Practice for Land Surveyors adopted by the New York State | CB \ BM Association of Professional Land Surveyors, Inc. The certification is DATE DESCRIP TION _ RIM=278.88 OR NNER NUY limited to persons for rho the boundary survey iis aaah aah VALVE INV=271.58 ' to the title company, the governmental agency, an \ ELEV=280.61 institution ‘listed on this boundary survey map. REVISIONS DATE: Dec. 20, 2023 JOB NO.: S23-174.24 TAX MAP: 165.60—1—27,28,29 SCALE: 1” = 10’ 5 0 5 10 a Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown C 2 map bearing a licensed Land Surveyor’s Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. S23-174.24 P:\D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey.dwg C aroli ne Street Pav i l i o n P la ce C2 — ~~ = Cc 2 Cc © ~ Co) + 5 a ££ 8° QO S85 ~ Oo WN S O “AY Nw N —~ OD) Os < SHR au > sc” v ®D o —= . K £68 2B ° fq eke Do B 578s 5 o A 88 Places in Saratoga, LLC ) ) O. O Oo rm S i 7 Inst. £#2013038068 / ; v < Myo t M we ? ” ’ ” / i O_ «) 9 METAL GUARD RAIL 5/8"R. 5/8°IR S632935E 89.00 — |, 9/81R. BUILDING ~ a Sf} { {S| {Sf S| S|! nos fa ff tf — ff — ff t+$—t+-+-+-# papa ttt tt ttt XN » / - Ww 5 5 of 5/8". Map Legend S _ - A rrr AY ar 5/8’ IR. fe) marker found, labeled I Oc 5 | / = = = 1g 1a] utility pole PS d $63°30'00"E / sign - > 19.20’ tr 1 O ° ’ ” 7 oO S S30°38'22"W ; / —_— @® water valve £5 Oo s 5.95 / | nw a ¥ / Ser lamp post bg ve] - / . . O —..-—.-— overhead wires iS 0 Bo x / / : —i 5 £0 2 SY & | / G gas line S be / : ae ) / SAREE EEEE a) S / guard rail = if Q x H a / —/—/—/—/— wood fence e,| © as 4 / o ‘ oe , ‘ Xe > / Z B r] Sow / / <) / Ole = / oom & / . Ke P / — iS ° 7,8 o/ 5 Deed References: =| > {DS SO 1. Burton P. Schwab O]|z D QO) I yesl OG Inst. #2009006434 Bol | < $2 . Sy, So ee re 2 J ~ / ~~ O 2. RSJATTTOSY, LLC 9 is ‘ / a . S Inst. #2023014911 g So a 9) / / >) © —_ Oo NS) o § PROPOSED fy ny L Sas 5 5 8 BUILDING fo? 2 O49 e) z os) te) / & <i } ST N / / ie) . ~ w N / . S Map References: 8 / . < q / / 1. ”As—Built Survey 79 Henry Street Mixed Use : 7 = ‘ / Building” dated Jan. 28, 2021 prepared by ° = / ‘ . BUILDING Thompson—Fleming Land Surveyors, P.C. = / rs "CLANCY'S , Q | / on TAVERN” 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, ; / “ 2002 prepared by Thompson—Fleming Land p / ; > Surveyors, P.C. / 3 / J je) a / y N 3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated = / / = 3/25/04, last revised 8/21/04 prepared by a0 / / XQ All—Points Land Survey, LLC filed in the Saratoga Zz / / oe) County Clerk’s Office as Map #N204A. W / / nN / ‘ 4. "Map of Pavilion Park Property” dated 1874 prepared 5 5B ( by L.H. Cramer, C.E. filed in the Saratoga County / / y / ; Clerk’s Office as Map FF—38 and FF—39. / L / SAN.MH. 5. "Map of Lands to be conveyed to RSJATTTOS9, LLC wre 228.36_ a = | ( dated Aug. 3, 2022 revised 6/2/23 by INV.S 264.70 | | Thompson—Fleming Land Surveyors, P.C. “me | | ty T x ' fe) : . _ a ° cont y \ . | |, N653000"W 108.20 | | Survey Notes: coe Nevo 1928 det INV=271 53 \ y HANOHOLE if DRL HOLE | | = SIDEWALK : @ . Elevations are based on atum. HANDHGLED \ % N\ xt bz | | ARS: sa | 2. The location of underground utilities shown on this t * \ 4 i d 1 a ; plan are for information only, and all utilities may Ul SAN MH \ we CURB | n cB | not be shown. The owner or contractor shall \ INV. =765.59 x E ta RIM=277.07 | contract U.F.P.0. (1-800-962-7962) and the G q ¢ INVIN.=263.49 \ 7= | | F< bi INV=273.57 ; proper local authorities or respective utility company INV.SE=263.69 * = | having jurisdiction to confirm the location of all b \ . | A” WATER existing utilities before commencing work. Any o Ww Ww w% Ww Ww Ww Ww Ww Ww Ww Ww Ww ® Ww Ww W Ww Ww Ww costs incurred by the owner or contractor due to \ 7 | the failure to contact the proper authorities shall SAN. MH ! \ \ become the responsibility of the owner or RIM=279.72 ¥ ' contractor. No osA SA SA \ RIM=278.59 % [i Ol Ine S L [i Ce [ SA gx_—_125, SANITARY, _s4-|__s SA INV.N.=264.8 SA SA SA SA SA tsa SA SA SA SA i 3. The location of sanitary sewer service to each ¥ \ IRE loge | | building is unknown STORM. INV.S.=264.85 a st st st st st ls st . ° STORM MH ~—s \ sT ST ST ST sT—=— ST ST ST ST ST RIM=279.31 STORM MH RIMooy7 48 STORM MH B INV.W.=268.61 % \ RIM=278.20 oe (PAVED OVER) | - . INV.E.=269.41 \ INV.F=268.60 INV.W.(OUT)=267.25 RIM=277,29 Certification : \ \ INV.W.=266.80 z INV.E.(IN)=267.45 ° \ INV.E.=266.90 | | IT IS HEREBY CERTIFIED TO: ‘ AN | t ERIC BRODWIN AND CRONAN DEMPSEY | 7) \ & o that the map was prepared in accordance with the current existing CB \ Code of Practice for Land Surveyors adopted by the New York State GAS RIM=278.88 Association of Professional Land Surveyors, Inc. The certification is VALVE INV=271.58 \ limited to persons for whom the boundary survey map is prepared, DATE DESCRIPTION to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. REVISIONS DATE: May 31, 2024 JOB NO.: S23-174.24 TAX MAP: 165.60—1—27,28,29 SCALE: 1” = 10’ 5 0 5 10 a Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor’s Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of the available. New York State Education Law. $23—-174.24 P:\D\Dempsey, 33-35 Caroline St S$23-174\S23-174 Dempsey PROPOSED PLOT PLAN.dwg C aroli ne Street Pav i l i o n P la ce C3 PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) 92 . 8 ' 105.5' .1' .2 ' .3 ' .04' .2' PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LIMIT OF PROPOSED SIDEWALK AND CURB PROPOSED TRANSITION CURB (TYP) PROPOSED CURB (TYP) APPROXIMATE SAWCUT BOUNDARY (TYP) APPROXIMATE LIMIT OF DISTURBANCE (TYP) PROPOSED TRANSITION CURB (TYP) PROPOSED FLUSH CURB (TYP) LIMIT OF PROPOSED SIDEWALK AND CURB REFER TO ARCH PLANS FOR RAMP DESIGN PROP CONC SIDEWALK (TYP) EXISTING LOT LINES TO BE REMOVED AND LOTS TO BE CONSOLIDATED PROP CONC SIDEWALK (TYP) PROP FLUSH CURB (TYP) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK) PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING CATCH BASIN TO REMAIN PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP ONE (1) AMERICAN HORNBEAM TREE. SEE DETAIL SHEET FOR TREE PLANTING DETAIL PROP DECORATIVE LIGHT POLE. REFER TO LIGHTING PLAN FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2025 Micros o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S 0 SCALE: 1" = 10' 10 102.55 C-301 SITE & LANDSCAPE PLANTHIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 3 0 1 S I T E JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. ZONING TABLE ZONE: UC - URBAN CORE ZONING DISTRICT (T-6) USE: MIXED-USE ADDRESS: 33-35 CAROLINE STREET, CITY OF SARATOGA, SARATOGA COUNTY, NY SECTION: 165.60 BLOCK: 1 LOTS: 27, 28, 29 APPLICANT/ OWNER INFORMATION APPLICANT: DEMPSEY DEVELOPMENT 54 MINOT STREET DORCHESTER, MA 02122 PROPERTY OWNER: OLDEST LIGHTHOUSE, LLC 12 STRATTON STREET SARATOGA SPRINGS, NY 12866 BULK REQUIREMENTS ITEM CODE PERMITTED EXISTING (COMBINED LOTS)PROPOSED MIN SETBACK FROM A LOT LINE ABUTTING ANY PUBLIC RIGHT-OF-WAY TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS RIGHT-OF-WAY ≥ 40' --> 0' TO 12' BUILD-TO ZONE 0.1' (TO CAROLINE STREET) 0' (TO PAVILION PLACE) 0.3' (TO CAROLINE STREET) 0.2' (TO PAVILION PLACE) MIN SIDE YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'22.8' (TO NORTH) 2.4' (TO EAST) 0.2' (TO NORTH) 0.1' (TO EAST) MIN REAR YARD TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 0'N/A N/A MAX BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 44'±15'±64' MIN BUILDING HEIGHT TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 24'±15'63'-6" MIN. BUILDING HEIGHT STEPBACK TABLE 4-C COMMERCIAL MIXED-USE DISTRICT DIMENSIONAL STANDARDS 10'N/A 10'-6" MIN BUILD-OUT PERCENTAGE § 000-000 80%±60.4%±89% NOTES: 1. MAX BUILDING HEIGHT = 1.1 TIMES THE WIDTH OF THE RIGHT-OF-WAY OR 70', WHICHEVER IS LESS. A HEIGHT BONUS MAY BE APPROVED (REFER TO SECTION 4.4B OF THE UNIFIED DEVELOPMENT ORDINANCE (UDO)). HEIGHT BONUS OBTAINED ON 12/12/2024. PARKING REQUIREMENTS ITEM CODE PERMITTED EXISTING PROPOSED MIN STALL SIZE TABLE 10-A 9' X 18'N/A 9' X 18' MIN AISLE WIDTH TABLE 10-A 24'N/A 24' MIN NUMBER OF STALLS TABLE 10-C PARKING NOT REQUIRED N/A 36 SPACES SITE VICINITY MAP PROPERTY 300' BUFFER SCALE: 1"=150' (1) CAROLINE STREET PA V I L I O N P L A C E PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 276 275 276 277 LO D ME|G 275.38 ME|G 274.88 ME|G 274.83 ME|G 274.00 ME|G 277.81 G 277.97G 278.00 G 277.94G 277.97 G 278.00G 278.00 G 277.97 G 277.97 G 278.00G 278.00 G 277.97 G 278.00 G 278.00 G 277.98 G 278.00 G 277.98 G 277.18 ME|BC 274.76 TC 276.99 BC 276.49 TC 277.87 BC 277.37 TC 277.90 BC 277.40 TC 278.16 BC 277.66 TC 278.10 BC 277.60 TC 277.92 BC 277.42 TC 277.85 BC 277.35 TC 277.91 BC 277.24 TC 277.82 BC 277.15 TC 277.74 BC 277.07 TC 277.89 BC 277.39 TC 277.64 BC 277.14 G 278.00 ME|G 275.89 ME|G 276.34 ME|G 276.17 ME|G 276.87 ME|G 277.30 ME|G 278.28 ME|G 277.17 ME|G 277.14 G 277.34 G 277.99 G 277.98 TC=BC 277.99 TC=BC 277.94 ME|G 275.52 ME|G 275.52 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 G 278.00 ME|G 277.41 ME|G 277.44 G 278.00 ME|G 277.45 ME|G 277.22 ME|G 277.47ME|G 277.87 MAX 2% CROSS SLOPE AND 5% RUNNING SLOPE IN ALL SIDEWALK AREAS (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) MAX 2% CROSS SLOPE IN ALL ACCESSIBLE LANDING AREAS (TYP.) LIMIT OF PROPOSED SIDEWALK AND CURB FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITHIN SAWCUT AREAS REFER TO ARCH PLANS FOR RAMP DESIGN LIMIT OF PROPOSED SIDEWALK AND CURB (GC TO PROVIDE COMPLIANT CONNECTION TO EXISTING SIDEWALK)PROPOSED TRANSITION CURB (TYP.) FFE = 278.00 ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION ALL WORK WITHIN CITY ROW TO BE COORDINATED WITH CITY PRIOR TO CONSTRUCTION PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL / EXPOSED FOUNDATION; L; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP). PROPOSED WALL/EXPOSED FOUNDATION; GC TO COORDINATE WALL DESIGN WITH ARCHITECT AND GEOTECH ENGINEER PRIOR TO CONSTRUCTION AND PROVIDE WALL DRAWINGS TO THE EOR (TYP).PROPOSED TRANSITION CURB (TYP.) PROPOSED FLUSH CURB (TYP.) EXISTING COMM MANHOLE TO BE RESET TO PROPOSED GRADE. GC TO COORDINATE WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION EXISTING LIGHT POLE TO REMAIN (TYP) EXISTING SIGN TO BE RESET TO PROPOSED GRADE EXISTING CATCH BASIN TO REMAINME|G 278.96 ME|G 278.55 ME|G 278.04 ME|G 277.58 ME|G 278.38 277 278 278 TC=BC 276.19 TC=BC 274.91 G 275.45 G 276.74 0 SCALE: 1" = 10' 20 10510 C-401 GRADING & DRAINAGE PLANTHIS PLAN TO BE UTILIZED FOR GRADING, DRAINAGE AND UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 4 0 1 G R D R JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F PROP 6" FIRE SERVICE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. STM STM STM PROP 10" ROOF STORM DRAIN (HDPE). GC TO COORDINATE CONNECTION TO EXIST BOX CULVERT WITH THE CITY PRIOR TO CONSTRUCTION S S S S PROP 8" SDR35 SEWER SERVICE INTO EXISTING MANHOLE. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION PROP REUSE OF EXISTING WATER SERVICE. GC TO VERIFY SIZE/CONDITION AND COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. G G PROP GAS SERVICE AND GAS METER BANK. MEP TO CONFIRM GAS MAIN CONNECTION POINT AND METER LOCATIONS. GC TO COORDINATE WITH UTILITY PROVIDER. PROP UNDERGROUND VAULT FOR ELECTRIC SERVICE. REFER TO PLANS BY ELECTRICAL ENGINEER FOR ALL REQUIREMENTS. GC TO CONFIRM SERVICE REQUIREMENTS, CONNECTION LOCATION AND UTILITY CONFIGURATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UNDERGROUND ELECTRIC CONDUIT. GC TO COORDINATE TRENCHING AND INSTALLATION WITH CITY AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. . CONNECTION TO EXISTING ELECTRIC. GC TO COORDINATE OLD SERVICE REMOVAL AND NEW SERVICE INSTALLATION WITH UTILITY PROVIDER PRIOR TO CONSTRUCTION. E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E REFER TO ELECTRICAL PLANS BY OTHERS FOR PENETRATION LOCATION AT THE BUILDING. PROP UNDERGROUND ELECTRICAL CONDUIT. GC TO COORDINATE WITH ELECTRIC PLANS AND UTILITY PROVIDER PRIOR TO CONSTRUCTION. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. PROP UTILITY CROSSING. 18" MIN VERTICAL CLEARANCE REQUIRED. 4" DOMESTIC SERVICE FROM EXISTING MAIN. .REFER TO MEP AND ARCH PLANS FOR FINAL LOCATION. GC TO COORDINATE WITH THE UTILITY PROVIDER PRIOR TO CONSTRUCTION. NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS NON FREEZE HOSE BIBB; REFER TO PLUMBING PLANS BY OTHERS EXISTING WATER SERVICE TO REMAIN AND BE REUSED. REFER TO ARCH AND MEP PLANS 0 SCALE: 1" = 10' 10 102.55 C-501 UTILITY PLAN THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 5 0 1 U T I L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. W E S NA D 8 3 NA D 8 3 REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. PA V I L I O N P L A C E N2 6 ° 2 7 ' 2 5 " E 9 3 . 4 5 ' S63°29'35"E 89.00' S2 6 ° 1 6 ' 2 0 " W 8 9 . 5 0 ' S2 6 ° 3 5 ' 0 9 " W 9 3 . 4 4 ' N2 6 ° 3 5 ' 0 9 " E 9 3 . 4 4 ' 43.59'45.41' 43.38' S30°38'22"W 3.95'2.41' 16.79' S63°30'00"E 19.20' N63°30'00"W 108.20' CAROLINE STREET GARAGE ENTRANCE PROP DOOR (TYP) PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) LO D LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LO D LOD LO D L O D LO D L O D L O D L O D L O D L O D LOD LOD LO D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E PROP. FILTER SACK ON EXISTING CATCH BASIN SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED SILT FENCE (TYP.) 276 275 276 277 LO D APPROXIMATE LIMIT OF DISTURBANCE (TYP.) APPROXIMATE LIMIT OF DISTURBANCE (TYP.) AREA OF DISTURBANCE = ±0.31 ACRES PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) EDGE OF PROPOSED SILT FENCE 277 278 278 C-801 SOIL EROSION AND SEDIMENT CONTROL PLANTHIS PLAN TO BE UTILIZED FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : C - 8 0 1 E R O S JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 0 SCALE: 1" = 10' 20 10510 EROSION AND SEDIMENT CONTROL NOTES 1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL. 2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 14 DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WITHIN 100 FEET OF A STREAM OR POND, THE AREA SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS). 3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%. 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER NOTE #5. 5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GREATER THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. 7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL) TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF PROBLEMS. 9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS. 10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED, SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS: 10.1. SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE. 10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF). 10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE-GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER 1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED. 10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO-APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER WILL BE USED ON STRAW MULCH FOR WIND CONTROL. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS. 12. WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF. 13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS. 14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED: LOCATION MULCH MULCH RATE (1000 SF) PROTECTED AREA STRAW 100 POUNDS WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS STRAW (ANCHORED)*100 POUNDS MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED VELOCITY AREAS OR STEEP SLOPES GREATER THAN 3:1 GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT) * A HYDRO-APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON-TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL. MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK. WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED. 15. STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF. 16. EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED. 17. THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FOR THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME. 18. THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE CONSTRUCTION WASTE IN ON-SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR OFF-SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON-SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION OF SPILL PREVENTION AND RESPONSE PROCEDURES. 19. EROSION CONTROL NOTES DURING WINTER CONSTRUCTION 20. WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15. 21. WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED TO CONTROL STORMWATER RUNOFF. 22. CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE. 23. AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,000 SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN APPROVED ANCHORING TECHNIQUE. 24. FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED. IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL NOT BE LEFT UNSTABILIZED OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS. 25. MULCHING REQUIREMENTS: 25.1. BETWEEN THE DATES OF NOVEMBER 1ST AND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER. 25.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN 3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES GREATER THAN 8%. 25.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%. 26. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN. 27. DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR TO PLACEMENT. GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION NOTES. 3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.82 ACRES. 4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE: 4.1. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE RETAINED ON-SITE. 4.2. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES. 4.3. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA. 5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS. 6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6” OR HALF THE OF THE EROSION CONTROL BARRIER'S HEIGHT COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM DROP INLET PROTECTION. 7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES. 8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS. 10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION. 11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION. 12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT-LADEN RUNOFF FROM EXITING THE SITE. 13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS. 14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION. 15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT. 16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES. 17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED. BACKFILL SILT FENCE (3' WIDE) FABRIC POST BACKFILL FILTER FABRIC SLAT POST POST FILTER FABRIC SLAT BACKFILL 6"MIN LAP NATIVE SOIL 1-1/2" x 1-1/2" POST FABRIC WOOD OR PLASTIC SLAT STAPLED THROUGH FABRIC TO POST 24 " M I N 12" MIN (12" MAX IN ROCKY SOIL.) NOTES: 1. EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE. 2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH BOTTOM. 4. LAY THE TOE-IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND PILING & TAMPING FILL AT THE BASE. PERSPECTIVE OF FENCETOE-IN METHODS DETAIL OF POST ATTACHMENT PRE-ASSEMBLED PRIOR TO INSTALLATION FLOW SILT FENCE NOT TO SCALE(NE-O040101 - 09/2023) PROFILE VIEW OF INSTALLED FILTER SACK ISOMETRIC VIEW SECTION VIEW SECURE LIFTING LOOPS TO OR UNDER SURROUNDING SURFACEFINISH GRADE OVERFLOW HOLES 2"X2"X3/4" RUBBER BLOCK (TYP.) OR FLAT WASHERS 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT D 1/ 2 D 1/ 4 D INLET GRATE LOOPS SIZED FOR 1" REBAR. LIFT FILTER BAG FROM INLET USING REBAR FOR HANDLES OVERFLOW HOLES GEOTEXTILE BAG 1/4" BRIGHTLY COLORED NYLON ROPE EXPANSION RESTRAINT LOOPS SIZED FOR 1" REBAR. USE REBAR FOR A HANDLE TO EMPTY FILTER SACK AT A SEDIMENT COLLECTION LOCATION.DE P T H = D LEN G T H = L SPECIFICATION TABLE PROPERTIES TEST METHOD UNITS GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATION ASTM D-4632 20% PUNCTURE ASTM D-4833 135 LBS MULLEN BURST ASTM D-3786 420 PSI TRAPEZOID TEAR ASTM D-4533 45 LBS UV RESISTANCE ASTM D-4355 90 % APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT PERMITTIVITY ASTM D-4491 1.5 SEC -1 WIDTH = W 1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER BE SEEN. 2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS REQUIREMENTS IN THE SPECIFICATIONS TABLE. 3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN. 4. INSPECT PER REGULATORY REQUIREMENTS. 5. THE WIDTH, "W", OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX. 6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES. 7. THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET BOX. 8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK. INLET FILTER SACK N.T.S. W E S NA D 8 3 NA D 8 3 C-901 CONSTRUCTION DETAILS DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - P R O P - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - D E T A I L - - - - - > L A Y O U T : C - 9 0 1 D E T L JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A-DETAIL SJR CVM 6/12/2025 P-CIVL-PROP SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 3' TAPER _' CURB BREAK 3' TAPER GU T T E R P A N (I F S P E C I F I E D ) 3' R I P - R A P P A D 3' TAPER _' CURB BREAK 3' TAPER ELEVATION PLAN PAVED SURFACE/ CONC. PAD CURB, SEE SITE PLAN FOR TYPE 1" RADIUS CURB BREAK NOT TO SCALE (BE-S029901 - 01/2025) NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH ADDITIONAL GRAVEL BASE. 2. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS. 3. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED. 4. PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS SHALL BE RECESSED 14" FROM THE FRONT FACE AND TOP OF THE CURB. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 5. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 6. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING. 7. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 1.5% (2% MAX.) SLOPE (TYP.) 5" 6" (SEE SITE PLAN) 10" 18 " 6" SEE PAVEMENT DETAIL 4,500 PSI AIR ENTRAINED CONC. @ 28 DAYS (BROOM FINISH) 6" X 6" W2.9 X W2.9" W.W.F.COMPACTED SUBGRADE MATERIAL COMPACTED GRAVEL BASE TACK COAT 1 1 2. 5 " MONOLITHIC CURB AND SIDEWALK NOT TO SCALE (BE-S030201 - 01/2025) 1.5" RADIUS 4' MIN (SEE SITE PLAN) 2" NOTE: 1. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ACCESSIBLE ROUTES. 2. FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS. 3. PROVIDE CONTROL JOINTS 5'-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO SIDEWALK CONSTRUCTION JOINT DETAILS. 4. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING STRUCTURES. 5. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING UNLESS OTHERWISE SPECIFIED ON THE DRAWING. 6. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER TO ARCH PLANS AT DOOR LOCATIONS. 6" COMPACTED STONE BASE 4" THICK CONCRETE, 4,500 PSI, AIR ENTRAINED, 6x6 - w2.9 x w2.9 W.W.F. COMPACTED SUBGRADE PLAN 5' W (S E E S I T E P L A N ) 1/2" DEPTH TYPICAL CONTROL JOINTS CONCRETE SIDEWALK CONCRETE SIDEWALK (WITH REINFORCEMENT) NOT TO SCALE (BE-S030202 - 01/2025) SEE CURB DETAIL 12 " SEE PLAN VARIES. SEE PLAN. NOTES: 1. REFER TO THE "ACCESSIBILITY NOTES" WITHIN THE PLAN SET. 18 " VA R I E S . S E E CU R B D E T A I L PAVEMENT SLOPE VARIES (SEE PLAN) SECTION A-A TOP OF CURB VARIES. SEE PLAN FOR LOCATIONS. 24" TYP., 12" MIN.FLARE A A CURB FLUSH WITH ROADWAY SURFACE SLOPE TO MATCH RAMP OR LANDING/TURNING SPACE SLOPE ADA FLUSH CURB NOT TO SCALE (BE-S030501 - 08/2023) 18 " PAVEMENT SECTION NOT TO SCALE (NE-S010101 - 04/2025) NOTES: 1. IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDER COURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OF TRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION. 2. SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT AND ASPHALT. 3. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALL INSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION AND NEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIES BETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALL GOVERN. 4. IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALL CONFORM TO STATE DOT SPECIFICATIONS. BITUMINOUS CONC WEARING COURSE1 SUB-BASE COURSE BITUMINOUS CONC BINDER COURSE2 3 2 3 1 BITUMINOUS CONC TOP COURSE (LIGHT DUTY=1") (HEAVY DUTY=1.5") BITUMINOUS CONC BINDER COURSE (LIGHT DUTY=2") (HEAVY DUTY=2.5") GRAVEL BORROW SUB-BASE COURSE (LIGHT DUTY=12") (HEAVY DUTY=12") SEE NOTES #1 AND #2 6" 34" RADIUS 1" 6" 12 " 6"7"6" 6" ( M I N ) PROP FINISH GRADE. SURFACE TREATMENT VARIES. REFER TO SITE AND/OR LANDSCAPE PLAN. NOTES: 1. CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE RUBBED FINISH, AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER. 2. THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH. 3. THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR AND FINISH. 4. CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE. 5. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON CENTER USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF 12 INCH. 6. PAVEMENT SECTION DEPTHS, MATERIAL, AND SPECIFICATIONS PER PAVEMENT SECTION DETAIL. 7. STRAIGHT CURB SECTIONS CAN BE USED FOR RADII 25' OR GREATER. OTHERWISE, CURVED CURB LENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN. 8. PROVIDE 12 INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHERE ABUTTING CONCRETE SIDEWALK. 9. STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIRED FOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT. PRECAST CONCRETE CURB NOT TO SCALE (NE-S020201 - 02/2025) SE E P A V E M E N T SE C T I O N FINISH GRADE SEE SIDEWALK DETAIL SEE NOTE #8 SEE NOTE #9 6" OF PAVEMENT COMPRISED OF: 3" CLASS I BITUMINOUS CONCRETE BASE COURSE 3" CLASS I BITUMINOUS CONCRETE TOP COURSE (PLACED IN TWO 1.5" COURSES) EXISTING BITUMINOUS CONCRETE AND BASE MATCH EXISTING GRADESAWCUT & TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MINIMUM OVERLAY) TACK COAT VERTICAL SURFACE AND SEAL JOINT AFTER INSTALLATION OF NEW PAVEMENT (1" MIN OVERLAY) 6" GRAVEL BASE EXISTING BITUMINOUS CONCRETE AND BASE NOTES: 1. FOR WORK WITHIN THE RIGHT-OF-WAY, PAVEMENT BASE AND SUBBASE COURSE SHALL CONFORM TO ALL STATE DOT HIGHWAY DIVISION SPECIFICATIONS NEW EXIST.1' MILL ROADWAY PATCHING NOT TO SCALE (NE-S040104 - 09/2023) EXISTING WATER MAIN TAPPING SLEEVE GATE VALVE & BOX (SEE DETAIL) TAPPING VALVE & BOX CONCRETE THRUST BLOCK UNDISTURBED MATERIAL NOTES: 1. DETAIL FOR GENERAL PURPOSES. GC TO COORDINATE CONNECTION WITH UTILITY COMPANY. TAPPING SLEEVE AND GATE VALVE NOT TO SCALE (NE-U030401 - 11/2024) TYPICAL UTILITY TRENCH NOT TO SCALE (NE-U050201 - 09/2024) (D+2' 3 MIN) 6" IN EARTH HALF SECTION W HALF SECTION D 12" SELECT BACKFILL UNPAVED } PAVED IN ROCK ANY SHEETING DRIVEN BELOW MID-DIA. OF PIPE SHALL BE LEFT IN PLACE MATCH EXISTING PAVEMENT SECTION IF WITHIN EXISTING PAVED AREA WATER, SEWER, OR FORCE MAIN PIPE BACKFILL WITH GRAVEL BEDDING TO MID-DIAMETER WHEN OTHER THAN PVC PIPE IS USED BACKFILL WITH GRAVEL BEDDING 12" OVER PIPE WHEN PVC PIPE IS USED SHEETING (IF REQ'D) TO BE CUT OFF 5' MIN BELOW GROUND & 2' MIN ABOVE TOP OF PIPE 6" TOPSOIL & SEED REFER TO PAVEMENT SECTION DETAIL(S) FOR AREAS WITHIN PROPOSED PAVEMENT FINISHED GRADE SEWER PIPE 45° ELBOWS CLEANOUT/ END PLUG 30° ELBOW CLEANOUT/ END PLUG FLOW ALTERNATE "B" ALTERNATE "A" NOTE: 1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH TRAFFIC BEARING FRAME AND COVER. 2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION. CONCRETE RIM CONCRETE RIM METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) FINISHED GRADE METAL CLEANOUT BOX (NEENAH R-7506 OR EQUIV.) CLEANOUT PER SCDHS NOT TO SCALE (NY-U020202 - 07/2023) F STM STM STM S S S S G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E GARAGE ENTRANCE PROP DOOR (TYP) EXISTING HYDRANT PROPOSED MIXED USE BUILDING FIRST FLOOR GROSS FLOOR = ±9,315 SF TOTAL BUILDING GROSS FLOOR = ±57,813 SF (REFER TO ARCH PLANS) PA V I L I O N P L A C E CAROLINE STREET PROP DECORATIVE LIGHT POLE. SEE THIS SHEET FOR DETAIL EXISTING LIGHT POLE TO REMAIN EXISTING LIGHT POLE TO REMAIN PROP RAMP. REFER TO ARCH PLANS FOR RAMP DESIGN L-201 LIGHTING PLAN THIS PLAN TO BE UTILIZED FOR LIGHTING PURPOSES ONLY DI S C L A I M E R Th i s d r a w i n g a n d / o r f i l e h a s b e e n p r e p a r e d b y B o h l e r a t t h e r e q u e s t o f t h e P r o j e c t O w n e r o r h i s R e p r e s e n t a t i v e a n d i s b e i n g p r o v i d e d s o l e l y a s a c o n v e n i e n c e t o t h e r e c i p i e n t . B o h l e r m a k e s n o r e p r e s e n t a t i o n r e g a r d i n g t h e s u i t a b i l i t y f o r t h e i n t e n d e d u s e b y t h e r e c i p i e n t . F u r t h e r , B o h l e r m a k e s n o PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: PROJECT: FOR P: \ 2 0 2 5 \ N Y B 2 5 0 0 4 6 . 0 0 \ C A D \ D R A W I N G S \ P L A N S E T S \ C I V I L S I T E P L A N S \ P - C I V L - L L G T - N Y B 2 5 0 0 4 6 . 0 0 - 0 A - - - - - > L A Y O U T : L - 2 0 1 L G H T JS THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. SHEET NUMBER: SHEET TITLE: NYB250046.00-0A SJR CVM 6/12/2025 P-CIVL-LLGT SITE DEVELOPMENT PLANS DEMPSEY DEVELOPMENT PROPOSED DEVELOPMENT 33-35 CAROLINE STREET CITY OF SARATOGA SARATOGA COUNTY, NEW YORK SEC: 165.60 | BLK: 1 | LOTS: 27,28,29 1 2 REVISION 2 - REVISIONS REV DATE COMMENT DRAWN BY CHECKED BY 07/23/2025 PER MEP AND ARCH COORDINATION VR CVM 08/26/2025 PER CITY COMMENT JRS CVM 08/26/2025 PERMIT SET 17 COMPUTER DRIVE WEST ALBANY, NY 12205 Phone: (518) 438-9900 Fax: (518) 438-0900 www.BohlerEngineering.com BOHLER PLANNING, LANDSCAPE ARCHITECTURE,ENGINEERING AND SURVEYING NY, PLLC TM TH E I N F O R M A T I O N , D E S I G N A N D C O N T E N T O F T H I S P L A N A R E P R O P R I E T A R Y A N D S H A L L N O T B E C O P I E D O R U S E D F O R A N Y P U R P O S E W I T H O U T P R I O R W R I T T E N AU T H O R I Z A T I O N F R O M B O H L E R . O N L Y A P P R O V E D , S I G N E D A N D S E A L E D P L A N S S H A L L B E U T I L I Z E D F O R C O N S T R U C T I O N P U R P O S E S © SI T E C I V I L A N D C O N S U L T I N G E N G I N E E R I N G LA N D S U R V E Y I N G PR O G R A M M A N A G E M E N T LA N D S C A P E A R C H I T E C T U R E SU S T A I N A B L E D E S I G N PE R M I T T I N G S E R V I C E S TR A N S P O R T A T I O N S E R V I C E S TM BO H L E R TH E E D U C A T I O N L A W O F T H E S T A T E O F N E W Y O R K ( S E C T I O N 7 2 0 9 - 2 ) P R O H I B I T S A N Y P E R S O N A L T E R I N G A N Y T H I N G O N T H E S E D R A W I N G S A N D / O R T H E A C C O M P A N Y I N G S P E C I F I C A T I O N S , U N L E S S I T I S U N D E R T H E D I R E C T I O N O F A L I C E N S E D PR O F E S S I O N A L E N G I N E E R . W H E R E S U C H A L T E R A T I O N S A R E M A D E , T H E P R O F E S S I O N A L E N G I N E E R M U S T S I G N , S E A L , D A T E A N D D E S C R I B E T H E F U L L E X T E N T O F T H E A L T E R A T I O N O N T H E D R A W I N G S A N D / O R I N T H E S P E C I F I C A T I O N S . NEW YORK STATE YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-962-7962 www.digsafelynewyork.com Know what's below.Call before you dig. 0 SCALE: 1" = 10' 10 102.55 THIS PLAN TO BE UTILIZED FOR UTILITIES PURPOSES ONLY REFERENCES 1. BASE CAD FILE, DATED MAY 31, 2024, PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, P.C. 2. BASE CAD FILE, TITLED '3-13-25 CAROLINE ST 26 UNITS,' PREPARED BY 686 ARCHITECTS. GENERAL LIGHTING NOTES (REV. 6/2023) 1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES. 2. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. 3. THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE. 4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES (FC). 5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) ACCORDING TO MANUFACTURER RECOMMENDATIONS. FAILURE TO FOLLOW THE ABOVE STEPS COULD RESULT IN IMPROPER LIGHT DISTRIBUTION AND FAILURE TO COMPLY WITH THE APPROVED DESIGN. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE OWNER'S. 6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER AND ARE, CONSEQUENTLY, APPROXIMATIONS ONLY. DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC, ACTUAL LIGHT LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE. 7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES. 8. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES. 9. IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER REGARDING ANY AND ALL POWER SOURCE(S) , AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. 10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED. 11. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE. 12. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS. 13. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS. 14. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES. 1 AB CDEF GHI J KL 2 3 4 5 6 7 8 9 10 J.2 6.5 NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2.FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3.FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4.FOR COLUMN & BASE PL SIZES, SEE S2.1 & S2.3. 5.WB-1 ETC INDICATES BRACING ELEVATION SEE S2.2 FOR ELEVATION & DETAILS. 6. "CP1" INDICATES PIER TYPE SEE S3.1 FOR SIZE & REINFORCING. 7. "SF" INDICATES STEPPED FOOTING SEE DETAIL 11 ON S0.2. 8.(X'-X") INDICATES BOTTOM OF FOOTING ELEVATION. 9.INDICATES 20 TON PILE. WB-8 WB-6 WB-6 WB - D WB - I PC2 GB GB GB GB GB GB GB PC4 G B GB GBGB GB GB GB GB GB GB GB GB GB GB PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC4 PC4 PC4 PC4 PRELIMINARY FOUNDATION LAYOUT FOR CONCEPT REVIEW NOT FOR CONSTRUCTION WB-8 PC2 PC2 10 " O N E W A Y PC3 PC2 PRELIMINARY PILE LAYOUT PC3 PC4 PC3 K.7 DRILLED HP14-SECTION SOLDIER PILE (TYP) 8' MAX. C.O.C. SPACING EXISTING BUILDINGS PRESENT IN THIS AREA. UNDERPINNING MAY BE PERFORMED IN LIEU OF SOLDIER PILE AND LAGGING CONCEPTUAL PLAN BRACING NOT SHOWN 6" (TYP.) UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GEOSCIENCES TESTING AND RESEARCH INC. (GTR). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GTR'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GTR. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT PRIOR EXPRESSED WRITTEN CONSENT OF GTR, WILL BE AT THE USER'S SOLE RISK WITHOUT ANY RISK OR LIABILITY TO GTR.PA T H : J : \ 2 0 2 5 J o b s \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t o g a S p r i n g s N Y - G e o t e c h \ D e s i g n T a s k s \ S O E \ C A D \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t og a S p r i n g s N Y - S O E . d w g | P L O T T E D O N : 8 / 2 7 / 2 0 2 5 1 0 : 3 6 A M B Y a j a c k s o n 1 OF 3 AMJ NO.DATEBYREVISION DESCRIPTION FOUNDATION PERMIT SET - SOE PLAN VIEW 33-37 CAROLINE STREET SUPPORT OF EXCAVATION 08/26/2025 N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - 08/26/2025 08/26/2025 AMJ LRC SARATOGA SPRINGS, NEW YORK 25.279 DRAWN BY: SHEET NAME: SHEET NO:SCALE: PROJECT LOCATION: PROJECT NAME: DESIGNED BY:APPROVED BY: DATE: DATE: DATE: JOB NO: CLIENT INFO:Foundation Engineering Services, DPC dba GTR ENGINEERING of NY 80 Business Park Drive, Suite 306 Armonk, NY 10504 Ph: (914)600-8101 www.gtrinc.net SUPPORT OF EXCAVATION PLAN VIEW GENERAL NOTES 1. BASE DRAWING & SUBSURFACE CONDITIONS ASSUMED FOR DESIGN ARE BASED ON INFORMATION PROVIDED TO GEOSCIENCES TESTING & RESEARCH, INC. (GTR). REPORT ANY CHANGES ON CONTRACT DOCUMENTS AND GROUND CONDITIONS TO GTR SO THAT THE EFFECT ON THE SUPPORT OF EXCAVATION (SOE) CAN BE EVALUATED AND MODIFIED AS REQUIRED. 2. THE SUPPORT OF EXCAVATION IS DESIGNED AS A TEMPORARY STRUCTURE. 3. UNLESS OTHERWISE NOTED, ANY SUBSTITUTION OF STRUCTURAL SHAPES OR CONNECTION DETAILS SHALL BE APPROVED BY GTR IN WRITING PRIOR TO USE. 4. LOCATE ALL UTILITIES, EXISTING AND PROPOSED STRUCTURES PRIOR TO START OF WORK. CONFIRM SOE CAN BE INSTALLED AS SHOWN. VERIFY LOCATION OF SOE WILL CONFORM TO THE PROPOSED WORK. 5. ALL SLOPES AND EXCAVATIONS SHALL BE IN ACCORDANCE WITH OSHA REGULATIONS. 6. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 7. OWNER'S PROJECT TEAM TO VERIFY NEARBY STRUCTURES WILL NOT BE AFFECTED BY THE PROPOSED WORK. 8. GENERAL CONTRACTOR TO MONITOR SOLDIER PILES FOR LATERAL MOVEMENT IN ACCORDANCE WITH THE PROJECT TEAM REQUIREMENTS AND AT LEAST ONCE DAILY DURING EXCAVATION AND BIWEEKLY DURING CONSTRUCTION. IF SOLDIER PILES MOVE MORE THAN 1 INCH NOTIFY GTR IMMEDIATELY. 9. CONCEPTUAL PLAN, BRACING NOT SHOWN. SECTION A IS TYPICAL, SECTIONS B AND C WILL BE USED WHERE CANTILEVER SOLDIER PILE AND LAGGING IS NOT FEASIBLE. MATERIAL NOTES 1. TBD CONSTRUCTION NOTES 1. TBD PERMIT SET - NOT FOR CONSTRUCTION ^KͲϭ EXISTING GRADE DRILLED HP14-SECTION SOLDIER PILE (TYP) TEMPORARY TIMBER LAGGING (TYP) 24 INCH DRILL HOLE (TYP) CONTROLLED LOW STRENGTH MATERIAL (TYP) DIST. VARIES (DRAWN AS 2') PROPOSED SLAB (TYP) EXISTING GRADE MAX. EL. TBD TOP OF PROPOSED SLAB EL. +266 FT SOLDIER PILE TIP EL. T.B.D. PROPERTY LINE UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GEOSCIENCES TESTING AND RESEARCH INC. (GTR). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GTR'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GTR. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT PRIOR EXPRESSED WRITTEN CONSENT OF GTR, WILL BE AT THE USER'S SOLE RISK WITHOUT ANY RISK OR LIABILITY TO GTR.PA T H : J : \ 2 0 2 5 J o b s \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t o g a S p r i n g s N Y - G e o t e c h \ D e s i g n T a s k s \ S O E \ C A D \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t og a S p r i n g s N Y - S O E . d w g | P L O T T E D O N : 8 / 2 7 / 2 0 2 5 1 0 : 3 6 A M B Y a j a c k s o n 2 OF 3 AMJ NO.DATEBYREVISION DESCRIPTION FOUNDATION PERMIT SET - TYPICAL CANTILVER SOE SECTIONS 33-37 CAROLINE STREET SUPPORT OF EXCAVATION 08/26/2025 N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - 08/26/2025 08/26/2025 AMJ LRC SARATOGA SPRINGS, NEW YORK 25.279 DRAWN BY: SHEET NAME: SHEET NO:SCALE: PROJECT LOCATION: PROJECT NAME: DESIGNED BY:APPROVED BY: DATE: DATE: DATE: JOB NO: CLIENT INFO: S - A TYPICAL CANTILEVER SECTIONSECTION A Foundation Engineering Services, DPC dba GTR ENGINEERING of NY 80 Business Park Drive, Suite 306 Armonk, NY 10504 Ph: (914)600-8101 www.gtrinc.net PERMIT SET - NOT FOR CONSTRUCTION ^KͲϮ EXISTING GRADE DRILLED HP14-SECTION SOLDIER PILE (TYP) TEMPORARY TIMBER LAGGING (TYP) RAKER BLOCK SIZE T.B.D CONCRETE RAKER BLOCK (TYP) 24 INCH DRILL HOLE (TYP) 1 TO 1.5 (DRAWN AT 1.25) 1 CONTROLLED LOW STRENGTH MATERIAL (TYP) HP-SECTION RAKER BEAM 20-25' O.C. T.B.D (TYP) HP-SECTION WALE (TYP) SCRIBED T-SECTION (TYP) DIST. VARIES (DRAWN AS 2') SCRIBED BEAM SEAT (TYP) PROPOSED SLAB AND PILE CAP STRUCTURES (TYP) EXISTING GRADE EL. +277 FT (MAX) TOP OF PROPOSED SLAB EL. +266 FT BOTTOM OF EXCAVATION EL. +261.5 FT SOLDIER PILE TIP EL. 245 T.B.D. PROPERTY LINE EXISTING GRADE DRILLED HP14-SECTION SOLDIER PILE (TYP) TEMPORARY TIMBER LAGGING (TYP) 24 INCH DRILL HOLE (TYP) CONTROLLED LOW STRENGTH MATERIAL (TYP) DIST. VARIES (DRAWN AS 2') PROPOSED SLAB AND PILE CAP STRUCTURES (TYP) EXISTING GRADE EL. +277 FT (MAX) TOP OF PROPOSED SLAB EL. +266 FT SOLDIER PILE TIP EL. 245 T.B.D. BACKFILL TO BOTTOM OF PROPOSED SLAB (EL. +265.17 FT) PRIOR TO REMOVING BRACING PROPERTY LINE UNLESS SPECIFICALLY STATED BY WRITTEN AGREEMENT, THIS DRAWING IS THE SOLE PROPERTY OF GEOSCIENCES TESTING AND RESEARCH INC. (GTR). THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR THE USE BY GTR'S CLIENT OR THE CLIENT'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GTR. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY THE CLIENT OR OTHERS, WITHOUT PRIOR EXPRESSED WRITTEN CONSENT OF GTR, WILL BE AT THE USER'S SOLE RISK WITHOUT ANY RISK OR LIABILITY TO GTR.PA T H : J : \ 2 0 2 5 J o b s \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t o g a S p r i n g s N Y - G e o t e c h \ D e s i g n T a s k s \ S O E \ C A D \ 2 5 . 2 7 9 3 5 C a r o l i n e S t r e e t S a r a t og a S p r i n g s N Y - S O E . d w g | P L O T T E D O N : 8 / 2 7 / 2 0 2 5 1 0 : 3 6 A M B Y a j a c k s o n 3 OF 3 AMJ NO.DATEBYREVISION DESCRIPTION FOUNDATION PERMIT SET - TYPICAL BRACED SOE SECTIONS 33-37 CAROLINE STREET SUPPORT OF EXCAVATION 08/26/2025 N.T.S. - - - - - - - - - - - - - - - - - - - - - - - - 08/26/2025 08/26/2025 AMJ LRC SARATOGA SPRINGS, NEW YORK 25.279 DRAWN BY: SHEET NAME: SHEET NO:SCALE: PROJECT LOCATION: PROJECT NAME: DESIGNED BY:APPROVED BY: DATE: DATE: DATE: JOB NO: CLIENT INFO: S - B TYPICAL SECTION WITH BRACINGSECTION B S - C TYPICAL SECTION AFTER BRACING REMOVALSECTION C Foundation Engineering Services, DPC dba GTR ENGINEERING of NY 80 Business Park Drive, Suite 306 Armonk, NY 10504 Ph: (914)600-8101 www.gtrinc.net PERMIT SET - NOT FOR CONSTRUCTION ^KͲϯ APPLICABLE CODES INTERNATIONAL BUILDING CODE 2015 (IBC 2015) INTERNATIONAL ENERGY CONSERVATION CODE 2015 (IECC 2015) BUILDING AREA BASEMENT:9,903 GROSS SQ.FT. FIRST FLOOR:9,841 GROSS SQ.FT. SECOND FLOOR:9,440 GROSS SQ. FT. THIRD FLOOR:9,440 GROSS SQ. FT. FOURTH FLOOR:9,440 GROSS SQ. FT. FIFTH FLOOR PENTHOUSE: 6,250 GROSS SQ. FT. SIXTH FLOOR PENTHOUSE:3,931 GROSS SQ. FT. BUILDING TOTAL 58,245 GROSS SQ. FT. ALLOWABLE BUILDING AREA ALLOWABLE BUILDING AREA PER STORY: 72,000 S.F. ALLOWABLE PER 2021 IBC STORY PER TABLE 506.2 FOR R-2, TYPE IIIA CONSTRUCTION :THE MAXIMUM AREA PER STORY IS 10.152 S.F. THE MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE PER 2015 IBC TABLE 504 IS 5 (SEE PROVISIONS OF 510.5 BELOW). MAXIMUM HEIGHT ABOVE GRADE IS 85 (SEE PROVISIONS OF 510.5 BELOW). 2021 IBC 510.5 - FOR BUILDINGS OF TYPE l l l CONSTRUCTION IN GROUPS R2, THE MAXIMUM ALLOWABLE HEIGHT IN TABLE 504.3 SHALL BE INCREASED BY 10 FEET AND THE MAXIMUM ALLOWABLE STORIES IN TABLE 504.4 SHALL BE INCREASED BY ONE WHERE THE FIRST FLOOR ASSEMBLY ABOVE THE BASEMENT HAS A FIRE-RESISTANCE RATING OF OF NOT LESS THAN 3 HOURS AND THE FLOOR AREA IS SUBDIVIDED BY 2- HOUR FIRE-RESTIANCE RATED WALLS INTO AREAS OF NOT MORE THAN 3,000 SQUARE FEET. IF THESE CONDITITONS ARE MET, THE MAXIMUM HEIGHT IS 95 FEET AND THE MXIMUM NUMBER OF STORIES ABOVE THE GRADE PLANE IS 6. CONSTRUCTION TYPE llIA. FIRE RESISTANCE RATING REQUIREMENT FOR ELEMENTS PER 2015 IBC TABLE 601. PRIMARY STRUCTURAL FRAME 1 HOUR INTERIOR BEARING WALLS 1 HOUR EXTERIOR BEARING WALLS 2 HOUR INTERIOR NONBEARING WALLS 0 HOUR EXTERIOR NON BEARING WALLS 1 HOUR FIRST FLOOR CONSTRUCTION 3 HOUR OTHER FLOOR CONSTRUCTION 1 HOUR ROOF CONSTRUCTION 1 HOUR TYPE III CONSTRUCTION IS THAT TYPE OF CONSTRUCTION IN WHICH THE EXTERIOR WALLS ARE OF NONCOMBUSTIBLE MATERIALS AND THE INTERIOR BUILDING ELEMENTS ARE OF ANY MATERIAL PERMITTED BY THIS CODE. FIRE RETARDANT-TREATED WOOD FRAMING COMPLYING WITH SECTION 2303.2 SHALL BE PERMITTED WITHIN THE EXTERIOR WALL ASSEMBLIES OF A 2-HOUR RATING OR LESS. EXTERIOR WALLS FIRE RESISTANCE RATING REQUIRED FOR ELEMENTS IN IIIA CONSTRUCTION PER 2015 IBC TABLE 601. EXTERIOR BEARING WALLS 2 HOURS 2 HOUR EXTERIOR WALLS REQUIRED FOR TYPE IIIA CONSTRUCTION. SUBMIT PROPOSED EXTERIOR WALL ASSEMBLY DETAILS TO ARCHITECT FOR APPROVAL PRIOR TO ANY CONSTRUCTION. SEPARATION WALLS SEPARATION WALLS PER SECTION 420.2 OF THE IBC 2021: " WALLS SEPARATING DWELLING UNITS IN THE SAME BUILDING, WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND WALLS SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 708." 2021 IBC 708.3.2 "FIRE PARTITIONS SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 1 HOUR. NOTE: UNIT DEMISING PARTITION WALLS ARE CONSTRUCTED SIMILAR TO A 2-HOUR FIRE RATED PARTITION TO MEET ACOUSTICAL REQUIREMENTS. THIS PROVIDES ENHANCED FIRE SAFETY ABOVE THE 1- HOUR MINIMUM REQUIREMENT. HORIZONTAL SEPARATION HORIZONTAL SEPARATION PER SECTION 420.3 OF THE IBC 2021: " FLOOR ASSEMBLIES SEPARATING DWELLING UNITS IN THE SAME BUILDING, FLOOR ASSEMBLIES SEPARATING SLEEPING UNITS IN THE SAME BUILDING AND FLOOR ASSEMBLIES SEPARATING DWELLING UNITS AND SLEEPING UNITS FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN THE SAME BUILDING SHALL BE CONSTRUCTED AS FIRE PARTITIONS IN ACCORDANCE WITH SECTION 711" SECTION 711.2.4.3 OF THE IBC 2021: "HORIZONTAL ASSEMBLIES SERVING AS DWELLING UNIT OR SLEEPING UNIT SEPRARATIONS IN ACCORDANCE 420.3 SHALL BE NOT LESS THAN 1- HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. 1 HOUR SEPARATION PROVIDED. OCCUPANT LOAD PER TABLE 1004.1.2 : BASEMENT FLOOR : PARKING 8,555 GROSS SQ. FT. DIVIDE BY 200 = 43 RESIDENTIAL (STAIRS & ELEVATOR LOBBY) 1,725 GROSS SQ. FT. DIVIDE BY 200 = 9 MECHANICAL 469 GROSS SQ. FT. DIVIDE BY 300 = 2 BASEMENT FLOOR SUBTOTAL = 54 FIRST FLOOR: RETAIL USE 5,528 GROSS SQ. FT. DIVIDE BY 60 = 93 RESIDENTIAL 1,725 GROSS SQ. FT. DIVIDE BY 200 = 9 PARKING GARAGE (OPEN)2,589 GROSS SQ. FT. DIVIDE BY 200 = 13 FIRST FLOOR SUBTOTAL = 115 SECOND FLOOR: RESIDENTIAL USE 9,440 GROSS SQ. FT. DIVIDE BY 200 = 48 THIRD FLOOR: RESIDENTIAL USE 9,440 GROSS SQ. FT. DIVIDE BY 200 = 48 FOURTH FLOOR: RESIDENTIAL USE 9440 GROSS SQ. FT. DIVIDE BY 200 = 48 FIFTH FLOOR: RESIDENTIAL USE 6,250 GROSS SQ. FT. DIVIDE BY 200 = 32 SIXTH FLOOR PENTHOUSE: RESIDENTIAL USE 3,931 GROSS SQ. FT. DIVIDE BY 200 = 20 TOTAL BUILDING OCCUPANT LOAD = 365 EGRESS PER TABLE 1006.2.1 OF IBC 2021 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY: IN GROUP R-2 OCCUPANCIES, ONE MEANS OF EGRESS IS PERMITTED WITHIN AND FROM INDIVIDUAL DWELLING UNITS WITH A MAXIMUM OCCUPANT LOAD OF 20 (LESS THEN 4,000 S.F.) AND A MAXIMUM COMMONPATH OF EGRESS TRAVEL DISTANCE OF 125 FEET WHERE THE UNIT IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. ALL UNITS ARE LESS THAN 4,000 S.F. THE BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. THE EGRESS TRAVEL DISTANCE WITHIN ALL UNITS IS LESS THAN 125 FEET. PER SECTION 1006.3.4.5 IINDIVIDUAL SINGLE STORY OR MULTISTORY DWELLING UNITS SHALL BE PERMITTED TO HAVE A SINGLE EXIT OR ACCESS TO A SINGLE EXIT FROM THE DWELLING UNIT PROVIDED THAT BOTH OF THE FOLLOWING CONDITIONS ARE MET: 5.1 THE DWELLING UNIT COMPLIES WITH SECTION 1006.2.1 AS A SPACE WITH ONE MEANS OF EGRESS. 5.2 EITHER THE EXIT FROM THE DWELLING UNIT DISCHARGES DIRECTLY TO THE EXTERIOR AT THE LEVEL OF EXIT DISHARGE OR THE EXIT ACCESS OUTSIDE THE DWELLING UINIT PROVIDES ACCESS TO NOT LESS THAN TWO APPROVED INDEPENDANT EXITS. ALL DWELLING UNITS COMPLY WITH SECTION 1006.2.1 AS A SPACE WITH ONE EXIT. ALL DWELLING UNITDS HAVE ACCESS TO TWO APPROVED MEANS OF EGRESS FROM THE EXIT ACCESS OUTSIDE THE DWELLING UNIT. MINIMUM WIDTH FOR EGRESS STAIRS PER 2021 IBC 1011.2: 44 INCHES WIDTH. MAXIMUM LENGTH OF EXIT TRAVEL PER 2015 IBC TABLE 1017.2: 250 FEET. REQUIRED STAIR EGRESS WIDTH PER 2021 IBC 1005.3.1 STAIRWAYS: FOR OTHER THAN H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH STAIRWAYS BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.2 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. PER 1005.3.1 WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAY SERVING THAT STORY. THE LARGEST STORY IS 9,392 SQUARE FEET AND HAS AN OCCUPANT LOAD OF 47. THE OCCUPANT LOAD OF 47 x 0.2 INCHES PER OCCUPANT = 9.4 INCHES REQUIRED STAIRWAY WIDTH BASED ON OCCUPANT LOAD. A TOTAL OF 50" OF STAIRWAY WIDTH HAS BEEN PROVIDED. REQUIRED DOOR EGRESS WIDTH PER 2021 IBC 1005.3.2 FOR OTHER THAN H AND I-2 OCCUPANCIES, THE CAPACITY, IN INCHES, OF MEANS OF EGRESS COMPONENTS OTHER THAN STAIRWAYS SHALL BE CALCULATED BY MULTIPLYING THE OCCUPANT LOAD SERVED BY SUCH COMPONENT BY A MEANS OF EGRESS CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2 AND AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. PER 1005.3.1 WHERE STAIRWAYS SERVE MORE THAN ONE STORY, ONLY THE OCCUPANT LOAD OF EACH STORY CONSIDERED INDIVUALLY SHALL BE USED IN CALCULATING THE REQUIRED CAPACITY OF THE STAIRWAY SERVING THAT STORY. ITEM 2: WITHIN 30 FEET DISTANCE OF TRAVEL FROM COMMERCIAL COOKING EQUIPMENT AND FROM DOMESTIC COOKING EQUIPMENT IN GROUP I-1; I-2, CONDITION 1; AND R-2 COLLEGE DORMITORY OCCUPANCIES. ITEM 2 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL/RETAIL SPACES ON THE FIRST FLOOR INCLUDE COMMERCIAL COOKING FACILITIES, THEN THE PROVISIONS OF ITEM 2 MUST BE FOLLOWED. ITEM 3: IN AREAS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED, USED OR DISPENSED. ITEM 3 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL / RETAIL SPACES ON THE FIRST FLOOR INCLUDED THE STORAGE, USE OR DISPENSING OF FLAMMABLE OR COMBUSTIBLE FLUIDS, THEN THE PROVISIONS OF ITEM 3 MUST BE FOLLOWED. ITEM 4: ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION EXCEPT GROUP R3 OCCUPANCIES, IN ACCORDANCE WITH SECTION 3315.1 OF THE INTERNATIONAL FIRE CODE. ITEM 4 IS APPLICABLE TO THE BUILDING WHILE UNDER CONSTRUCTION. ITEM 5: WHERE REQUIRED BY THE INTERNATIONAL FIRE CODE SECTIONS INDICATED IN TABLE 906.1. ITEM 5 IS APPLICABLE TO THIS PROJECT AND INCLUDES A NU,BER OF DIFFERENT SUBJECTS THAT REQUIRE ADDITIONAL PORTABLE FIRE EXTINGUISHERS, MOST OF WHICH ARE NOT APPLICABLE TO THIS PROJECT. SOME, BUT NOT NECESSARILY ALL, SUBJECTS THAT MAY BE APPLICABLE TO THIS PROJECT INCLUDE DRY CLEANING PLANTS, INDUSTRIAL OVENS, AND REPAIR GARAGES IF INCLUDED IN THE BUILD OUT OF THE RETAIL / COMMERCIAL SPACES AND PORTABLE GENERATORS, ASPHALT KETTLES, AND ROOFING OPERATIONS DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL REVIEW TABLE 906.1 AND FOLLOW THE REQUIREMENTS AS APPLICABLE TO THE PROJECT CONSTRUCTION ITEM 6: SPECIAL HAZARD AREAS, INCLUDING BUT NOT LIMITED TO LABORATORIES, COMPUTER ROOMS AND GENERATOR ROOMS, WHERE REQUIRED BY THE FIRE CODE OFFICIAL. ITEM 6 IS NOT APPLICABLE TO THE INITIAL BUILDING CONSTRUCTION. IF THE COMMERCIAL/RETAIL SPACES ON THE FIRST FLOOR AND BASEMENT ARE DEVELOPED TTO INCLUDE THESE USES OR ANY OTHER USE WHERE THE FIRE CODE OFFICAL REQUIRES, THEN THE OPROVISIONS OF ITEM 6 MUST BE FOLLOWED. TYPE 2 - A FIRE EXTINGUISHERS ARE REQUIRED AND THE MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER SHALL NOT EXCEED 75 FEET PER TABLE 906.3 (1) OF IBC 2021. INTERIOR FINISH REQUIREMENTS PER IBC 2021 2021 IBC SECTION 803 WALL AND CEILING FINISHES SECTION 803 WALL AND CEILING FINISHES TABLE 803.13 INTERIOR WALL AND CEILING FINISHES BY OCCUPANCY OCCUPANCY: R-2 RESIDENTIAL - SPRINKLER. WALL AND CEILING FINISHES IN EXIT STAIRWAYS AND EXIT PASSAGEWAYS: CLASS B. WALL AND CEILING FINISH IN CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: CLASS B. ROOMS AND ENCLOSED SPACES: CLASS C PER IBC 2021 803.1.1: CLASS BE: FLAMESPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0-450. CLASS C: FLAMESPREAD INDEX: 76-200; SMOKE DEVELOPED INDEX 0-450. PER IBC 2021 804.4.2 INTERIOR FLOOR FINISH REQUIREMENTS INTERIOR FLOOR FINISHES SHALL COMPLY WITH DOC FF1 "PILL TEST" AND ASTM D 2859. SPRINKLER BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. FIRE EXTINGUISHERS FIRE EXTINGUISHERS ARE REQUIRED IN NEW R-2 OCCUPANCIES PER 906.1 OF IBC 2021. IN GROUP R2 OCCUPANCIES, PORTABLE FIRE EXTINGUISHERS SHALL BE REQUIRED ONLY IN LOCATIONS SPECIFIED IN ITEMS 2 THROUGH 6 WHERE EACH DWELLING UNIT IS PROVIDED WITH A PORTABLE FIRE EXTINGUISHER HAVING A MINIMUM RATING OF 1-A:10-B:C. ACCESSIBILITY - GENERAL REQUIREMENTS 1. SEE THE ENLARGED BATHROOM AND KITCHEN PLANS AND ELEVATIONS AND ASSOCIATED NOTES FOR ACCESSIBILITY REQUIREMENTS IN THOSE AREAS. 2. ELECTRICAL OUTLETS A. ELECTRICAL OUTLETS SHALL BE MOUNTED BETWEEN 15 INCHES AND 48 INCHES ABOVE THE FLOOR AND NO LESS THAN 18 INCHES FROM INTERIOR CORNERS. B. AT LEAST ONE ELECTRICAL OUTLET SHALL BE LOCATED ON THE SAME WALL AS THE TELEPHONE OUTLET AND DOOR CHIME. C. WHEREVER EXTERIOR DECKS, PATIOS OR BALCONIES ARE PROVIDED, AN EXTERIOR OUTLET SHALL ALSO BE PROVIDED. 3. OPERABLE PORTIONS OF ALL CONTROLS, ALARMS AND INTERCOMS SHALL BE LOCATED BETWEEN 36 INCHES AND 48 INCHES ABOVE THE FINISH FLOOR AND 18 INCHES MINIMUM FROM INTERIOR CORNERS. PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:44 PM BU I L D I N G C O D E 23-135 06-20-2025 DK WC T1 REV. DATE DESCRIPTION BUILDING CODE ANALYSIS UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 PARKING ON SLAB 19 SPACES ( x ) CAR LIFT +17 ADDITION SPACES FOR TOTAL 36 VEHICLES. NOTE: ELEVATOR17 x 8 x CAR ELEVATOR 10 ' - 5 " 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 177 SF COMMON170 SF BIKE STORAGE THIS LEVEL IS FULL VALET PARKING ONLY. NOTE: 9' - 0" 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 5 " 9' - 0 " 007 007 001 009 009 009 009 007 4 4 3 3 4 5 F F F F F FF F 9' - 0 " 11' - 1" 11' - 9"52' - 3" 4' - 1 " 11 ' - 7 " 10 ' - 8 " 66 ' - 6 " 102' - 7" 71 ' - 7 " 21 ' - 2 " 92 ' - 9 " 102' - 7" 92 ' - 9 " 10' - 1"9' - 3"9' - 0"7' - 10" 19 ' - 2 " 24' - 7"18' - 0"18' - 0"21' - 2"18' - 1" 14' - 2" 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 3 3 3 3 3 R @ 0' - 7"20 R @ 0' - 7"21CMCM CM CM CM CM CM CM CM CM CM CM 12 ' - 1 0 " 4 4 10 ' - 2 " 16' - 6" 27' - 1" 12' - 0" 001 170 SF BIKE ROOM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:57 PM BA S E M E N T F L O O R P L A N 23-135 06-20-2025 DK WC A0 3/16" = 1'-0"1 BASEMENT REV. DATE DESCRIPTION DN DN UP DN DN DN UP 1 A15 ELEVATOR 201 SF PARKING OFFICE RAMP UP 1/12 ELEV.276.5 RAMP UP 1/12 ELEV. 274.39 ELEV. 274.7 ELEV. 274.7 667 SF COMMON 429 SF CAR ELEVATORS 201 SF TRASH 2370 SF RETAIL - 1 2654 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 93 SF MAIL ROOM LOBBY 8' - 8"7' - 6" 7' - 1 0 " 12' - 0" 5' - 0 " 8' - 0 " 25' - 7"5' - 0" CAR ELEVATOR CAR ELEVATOR 58 ' - 4 " 11' - 0" Caroline Street Pa v i l i o n P l a c e B B F D F D E C D D C F G G 100 002 009 002 001 002 009 002 102 102 102 101 100 101 101BB A A B B B B101 A 1 A A A A 3 3 5 A 3 3 2 3 A A 1 3 3 3 3 A A A A A A A A A AA A A A A A A A A A 11 ' - 1 " 10 ' - 7 " 8' - 9 " 23' - 8"8' - 1"20' - 2"11' - 6"15' - 5"11' - 6"17' - 3" 53' - 4"53' - 4" 22 ' - 1 0 " 5' - 4 " 10 ' - 8 " 26 ' - 0 " 7' - 4 " 20 ' - 8 " 88' - 5" 88 ' - 8 " 4' - 1 " 107' - 7" 92 ' - 9 " R @ 0' - 7"20 R @ 0' - 7"21 1 EV CHARGER 10' - 0" EV CHARGEREV CHARGER 25' - 0"25' - 0" 11' - 3"7' - 2" 10 ' - 0 " 8' - 0" 3' - 6 " 3' - 6 " 3' - 6 " 3' - 6" 3 EV CHARGER STATIONS WILL BE PROVIDED 5' - 8 " 8' - 1 1 " 7' - 7 " 8' - 8" 17 ' - 2 " 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 CMCM CM CM CM CM CM CM CM CM 1 A12 3 A A 1 A13 Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:58 PM FI R S T F L O O R P L A N 23-135 06-20-2025 DK WC A1 3/16" = 1'-0"1 FIRST FLOOR REV. DATE DESCRIPTION D W DW D W DW DN D W REF. REF. REF. RE F . REF. RE F . D W UP DN UP ELEVATOR PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM 1275 SF UNIT 201 - TWO BEDROOMS 1696 SF UNIT 204 - TWO BEDROOMS 1398 SF UNIT 205 - TWO BEDROOMS 1364 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1437 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON PRIMARY BEDROOM 827 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET DEN CLOSET DEN 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3"14' - 3" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 8' - 0 " 8' - 0 " 17 ' - 1 " 19 ' - 1 0 " 22' - 7"14' - 7"38' - 0"15' - 0"12' - 7" 17 ' - 7 " 11 ' - 1 1 " 16 ' - 1 1 " 11 ' - 5 " 11 ' - 5 " 3 ' - 3 " 20 ' - 3 " 102' - 8" 88 ' - 8 " 92 ' - 9 " 102' - 8" H H H H H H H H H H HHHHHG H I H G H H H G A A A A A A A A A A A A A A A A A A 102 102 102 102 102 102102 002 003 2 1 1 1 1 1 2 2 1 002 004 003 002 002 002 002 005 006 005 005 002 002 009 2 002 009 3 3 3 3 A 5 3 3 2 2 2 1 1 1 1 1 2 1 1 003 1 002 2 2 002 002 009 009 3 3 3 1 1 1 002 002 003 002 004 005 004 002 006 2 2 2 2 2 1 1 1 1 009 005 009 3 3 3 005 2 004 002 006 2 3 2 2 2 005 002 002 003 1 1 1 3 003 002 002 006 009 008 1 1 2 2 1 1 002 002 2 1 2 1 005 1 009 3 002 PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. 004 3 3 005 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM CLOSET CLOSET CLOSET CLOSET 10' - 1 0 " 17' - 0" AFFORDABLE UNIT 004 Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:16:59 PM SE C O N D F L O O R P L A N 23-135 06-20-2025 DK WC A2 3/16" = 1'-0"1 SECOND FLOOR REV. DATE DESCRIPTION D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W DN UP DNUP ELEVATOR 431 SF COMMON G H G H H H H H H H H H H H H H H HHHHHG H I H 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3" 1' - 6" 12' - 9" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 16 ' - 0 " 17 ' - 2 " 2' - 5 " 17 ' - 4 " 22' - 7"14' - 7"14' - 9"11' - 6"11' - 9"15' - 0"12' - 7" 20 ' - 3 " 3' - 3 " 11 ' - 5 " 10 ' - 1 1 " 17 ' - 5 " 11 ' - 1 1 " 17 ' - 7 " 88 ' - 8 " 88' - 5"14' - 3" 92 ' - 9 " 102' - 8" 003 1 002 002 A A 102 A 005 1 005 1 3 1 2 1 004 002 005 1 1 2 2 3 009 009 009 A A 102 A 1 3 003 1 1 002 A 102 2 002 2 002 3 3 2 002 003 1 1 3 5 009 002 3 3 1 005 009 009009 002 002 2 2 2 1 002 004 002 1 3 005 2 004 1 2 002 002 1 A 102 A 3 004 004 1 1 3 2 1 008 006 006 2 002 004 002 1 A 004 3 3 2 2 006 002 2 005 1 002 002 0040021 1 1 3 3 1 2 006 2 002 2 002 004 2 1 1 002 002 003 1 1 004 005 2 A 102 A 102 A A 3 2 2 1275 SF UNIT 301 - TWO BEDROOMS 1436 SF UNIT 303 - TWO BEDROOMS 431 SF COMMON 827 SF UNIT 302 - ONE BEDROOM 1364 SF UNIT 306 - TWO BEDROOMS 1398 SF UNIT 305 - TWO BEDROOMS 1696 SF UNIT 204 - TWO BEDROOMS 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM WALK-IN CLOSET CLOSET PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSETCLOSET 102 17' - 0" 10' - 1 0 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:01 PM TH I R D F L O O R P L A N 23-135 06-20-2025 DK WC A3 3/16" = 1'-0"1 THIRD FLOOR REV. DATE DESCRIPTION D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W DN UP DNUP ELEVATOR 431 SF COMMON G H G H H H H H H H H H H H H H H H HHHHHGH I H 13' - 2"10' - 7" 8' - 0" 3' - 1" 15' - 11"9' - 0"15' - 5"13' - 3" 1' - 6" 12' - 9" 88' - 5"14' - 3" 102' - 8" 22' - 7"14' - 7"14' - 9"11' - 6"11' - 9"15' - 0"12' - 7" 17 ' - 4 " 2 ' - 6 " 1 7 ' - 1 " 16 ' - 0 " 11 ' - 5 " 8 ' - 1 0 " 2 ' - 4 " 1 3 ' - 3 " 88 ' - 8 " 102' - 8" 20 ' - 3 " 3' - 3 " 11 ' - 5 " 10 ' - 1 1 " 17 ' - 5 " 11 ' - 1 1 " 17 ' - 7 " 92 ' - 9 " 003 1 002 002 002 1 2 1 A 102 A 102 A 3 005 1 009 1005 002 006 002 2 2 2 004 1 0031 3 A A 102 A 5 2 002 002 009 2 002 1 A 102 A 005 1 006 2 002 009 3 2 3 3 2 2 004 2 002 1 002 002 1 003 A A 3 004 1 A 102 102 A A A 3 3 009 009 2 002 003 1 1 A 1 005 009 3 2 002 1 004 002 2 2 002 002 1 3 004 1 2 005 002 2 002 1 A A 102 A 003 002 1 1 006 22002 1 008 009 003 1 3 1 003 3 3 002 1 2 0020021 1 003 1 A AA 2 006 2 2 2 002 005 3 3 3 3 009 1275 SF UNIT 401 - TWO BEDROOMS 827 SF UNIT 402 - ONE BEDROOM 1437 SF UNIT 403 - TWO BEDROOMS 1364 SF UNIT 406 - TWO BEDROOMS 1398 SF UNIT 205 - TWO BEDROOMS 1696 SF UNIT 404 - TWO BEDROOMS 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 2 CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM CM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM BEDROOM BEDROOM BEDROOMBEDROOM BEDROOM WALK-IN CLOSET CLOSET PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. BARHRM. CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET 17' - 0" 10' - 1 0 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:02 PM FO U R T H F L O O R P L A N 23-135 06-20-2025 DK WC A4 3/16" = 1'-0"1 FOURTH FLOOR REV. DATE DESCRIPTION REF. RE F . D W REF.REF. D W D W REF. D WD W DN UP DNUP ELEVATOR 464 SF COMMON 1084 SF UNIT 501- THREE BEDROOMS 1225 SF UNIT 502- THREE BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 974 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM BEDROOM PRIMARY BEDROOM BEDROOMBEDROOM BEDROOM 12' - 1" 8' - 10"15' - 3" 4' - 4" 4' - 4" 15' - 9"8' - 4" 12' - 7" 11 ' - 6 " 2' - 6 " 24 ' - 1 0 " 20 ' - 1 " 2' - 7 " 14 ' - 1 1 " 11' - 5" 2' - 5" 12' - 7"10' - 7" 10' - 5" 11' - 11" 11' - 10" 10' - 10" 14 ' - 1 1 " 22 ' - 8 " 24 ' - 1 0 " 2' - 6 " 1 1 ' - 6 " 81' - 11" 76 ' - 5 " 81' - 11" 76 ' - 5 " GFA = 6,250 S.F. 10' - 0" 5' - 1 0 " 9' - 9" 9' - 6 " 10' - 0" 1' - 9 " H H H H H H H H H H H H H HHHHH H H H H H H H 1 002 002003 1 B B 102 1 102 004 1 B 002 002 1 005 005 2 2 002 009 3 5 009 B 3 009 002 005 1 005 2 006 006 2 2 2 002 002002 1 1 003 003 1 B B 102 B 1 3 003 1 1 002 2 006 002 2 3 009 005 1 005 2 3 009 3 009 009 006 2 2 0062 002 1 003 002 2 006 2 2 005 2 002 002 1 1 002 003 1 102 B B 102 002 1 003 1 3 005 1 005 13 005 1 2 005 002 002 1 002 002 1 1 003 1 B 102 2 004 1 002 2 3 2 006006 2 2 3 PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. 6' - 1 " 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 CM CM CM CM CM CM CM CM CM CMCMCM CM CM CM CM CM CM CM CM 102 1 0 ' - 1 " 6' - 9 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:03 PM FI F T H F L O O R P L A N 23-135 06-20-2025 DK WC A5 3/16" = 1'-0"1 FIFTH FLOOR REV. DATE DESCRIPTION REF. WDWD RE F . DN DN LADDER ELEVATOR 243 SF COMMON BEDROOM BEDROOM PRIMARY BEDROOM PRIMARY BEDROOM 1392 SF PENTHOUSE - 101 1543 SF PENTHOUSE - 102 MECHANICAL ROOM 22' - 8"26' - 0"22' - 2" 18 ' - 8 " 2' - 5 " 34 ' - 5 " 14' - 8"15' - 4"5' - 6" 5' - 6"15' - 3"14' - 9" 18 ' - 8 " 2' - 5 " 34 ' - 5 " BEDROOM BEDROOM CLOSET CL. 5' - 6" 10 ' - 6 " 10 ' - 6 " 10 ' - 0 " 10 ' - 0 " LINE OF TYPICAL FLOOR BULD BELOW 10 ' - 6 " 6' - 4 " 10' - 3"5' - 6" 10' - 3"5' - 6" 10' - 6" 5' - 6"10' - 6" 10 ' - 6 " 6 ' - 4 " KJK K K K K K K K K K K J KK 009 009 5 B 009 3 3 009 009 3 3 002 002 002002 3 2 2 002 2 2 1 008 3 1 008 102102 B 1 2 005 002 102 003 1 1 002 1 002 102 B B 102 1 B 005 2 002 1 003 102 1 002 002 1 002 2 B 102 102 B PRIMARY BATH BARHRM. PRIMARY BATH BARHRM. 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 R @ 0' - 7"18 R @ 0' - 7"18 CM CM CM CM CM CM CMCM CM CM CM CM CM B B Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:04 PM PE N T H O U S E P L A N 23-135 06-20-2025 DK WC A6 3/16" = 1'-0"1 PENTHOUSE REV. DATE DESCRIPTION ELEVATOR ROOF LADDER DECK @ FIFTH FLOOR DECK @ PENTHOUSE DE C K @ F I F T H F L O O R DE C K @ F I F T H F L O O R DECK @ PENTHOUSE DE C K @ P E N T H O U S E DE C K @ P E N T H O U S E PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 3/16" = 1'-0" 8/11/2025 2:17:05 PM RO O F P L A N 23-135 06-20-2025 DK WC A7 REV. DATE DESCRIPTION 3/16" = 1'-0"1 SITE PLAN FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR 32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 0 " KEARNEY BLOCK 35 CAROLINE RESTAURANT TOP OF PARAPET64' - 7" 1' - 7 " CUSTOM CAST 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:09 PM BU I L D I N G E L E V A T I O N S 1 M A I N EN T R A N C E 23-135 06-20-2025 DK WC A8 1/4" = 1'-0"1 ELEVATION 1 MAIN ENTRANCE REV. DATE DESCRIPTION FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR 22' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF 63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" 35 CAROLINE SHOP KEARNEY BLOCK SHOP TOP OF PARAPET64' - 7" 1' - 7 " 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:11 PM BU I L D I N G E L E V A T I O N S 2 23-135 06-20-2025 DK WC A9 1/4" = 1'-0"1 ELEVATION 2 REV. DATE DESCRIPTION FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR 32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" TOP OF PARAPET64' - 7" 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:14 PM BU I L D I N G E L E V A T I O N S 3 23-135 06-20-2025 DK WC A10 1/4" = 1'-0"1 ELEVATION 3 REV. DATE DESCRIPTION FIRST FLOOR STAIR 0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR 42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" 0 2'-0" 4'-0"8'-0" SCALE: 1/4" = 1'-0" TOP OF PARAPET64' - 7" 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 11 ' - 0 " 1' - 7 " 3 4 1 2KEY PLAN Caroline Street Pa v i l i o n P l a c e PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:17 PM BU I L D I N G E L E V A T I O N 4 23-135 06-20-2025 DK WC A11 1/4" = 1'-0"1 ELEVATION 4 REV. DATE DESCRIPTION FIRST FLOOR STAIR 0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT-12' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE 52' - 0" ROOF63' - 0" RAMP 1:12 MAX PARAPET WALL 42" HIGH MINIMUM FROM ROOF DECK WALKING SURFACE - CONTINUE WATER PROOFING UP INSIDE FACE OF WALL FOAM CORNICE TRIM SEE ENLARGED DETAILS FORM TRIM 42" HIGH GUARDRAIL ELEVATOR PENTHOUSE - COMFIRM HEIGHT AND REQUIREMENTS WITH ELEVATOR MANUFACTURER FIRE GLASS CORNICE TRIM - TYPICAL 42" HIGH GUARDRAIL AT BALCONIES - TYPICAL PARAPET WALL / GUARDRAIL 42" HIGH MINIMUM FLOOR ASSEMBLY AT RESIDENTIAL UNITS - STC=50 MINIMUM IIC=50 MINIMUM - TYPICAL INTERIOR DOOR - SEE DOOR SCHEDULE - TYPICAL ELEVATOR DOORS BY ELEVATOR MANUFACTURER - TYPICAL BALCONY DOORS - SEE DOOR SCHEDULE - TYPICAL INTERIOR PARTITION - SEE FLOOR PLAN FOR TYPES - TYPICAL INTERIOR UNIT DEMISHING WALLS STC=50 MINIMUM EXTERIOR WALLS - SEE WALL SECTIONS FOR CONSTRUCTION DETAILS ENTRANCE CANOPY BEYOND ALUMINUM STOREFRONT WINDOWS WITH INSULATED GLASS CONCRETE FOUNDATION WALL WITH R = 10 INSULATION ON EXTERIOR FACE 6" FLOOR SLAB 1 1/2" O.D WALL MOUNTED METAL RAILING ON EACH SIDE OF RAMP FLOOR ASSEMBLY AT COMMERCIAL SPACES - SEE FLOOR ASSEMBLY DETAILS 2' - 0"2' - 0"2" RIGID INSULATION AT BUILDING PERIMETER TOP OF PARAPET 64' - 7" 1' - 7 " 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 0 " TOP BOTTOM 1'-0" BEYOND TOP RISER1' - 0" 1' - 0" ROOF ASSEMBLY - SEE DETAILS FOR CONSTRUCTION REQUIREMENTS KEY PLAN Caroline Street Pa v i l i o n P l a c e A12 1A12 1 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:18 PM BU I L D I N G S E C T I O N - 1 23-135 06-20-2025 DK WC A12 REV. DATE DESCRIPTION 3/16" = 1'-0"1 BUILDING SECTION - 1 FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT -12' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" TOP OF PARAPET64' - 7" THERMOPLASTIC POLYOLEFIN (TPO) ROOF MEMBRANE 1/2" ROOF COVER BOARD POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAIN 3/4" ROOF SHEATING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 3/4" HARDWOOD FLOORING4' - 0 " FACE OF WALL INSIDE FACE OF PARAPET 10'-0"5'-6" 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. FOAM CORNICE TRIM METAL ROOF EDGE GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. WEATHER BARRIER 5/8" GYPSUM SHEATHING FLAMEBLOCK SHEATHING WELDED METAL RAILING WRAP PARAPET WITH BREAK METAL COPPER WALL PANEL FOAM CORNICE TRIM 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING FIBER CEMENT SIDING PANEL AT INSIDE FACE OF PARAPET 6 MIL.POLYETHYLENE VAPOR BARRIER COPPER WALL PANEL 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. SIXTH FLOOR TOP OF ROOF SHEATHING 11 ' - 0 " FIFTH FLOOR FIRE-RATED CLOSED CELL SPRAY FOAM AIR SEALER R=20 AT EXTERIOR SIDE OF ROOF FRAMING WRAP PARAPET WITH BREAK METAL FOAM CORNICE TRIM 10 ' - 0 " 4' - 0 " FOURTH FLOOR BRICK VENEER DOUBLE TOP PLATE AIR SPACE 2 1/2" RIGID INSULATION R=12.5 WEATHER BARRIER 10 ' - 0 " LVL FRAMING BELOW WALL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL ALL WELDED METAL RAILING LOW PROFILE ROOF DECK SYSTEM TPO ROOF MEMBRANE 1/2" ROOF COVER BOARD LOW PROFILE ROOF DECK SYSTEM ROOF DRAIN POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATHING 11 7/8" TJI FRAMING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL THIRD FLOOR 5/8" GYPSUM SHEATHING 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING GALVANIZED STEEL LINTEL ANGLE ATTACHED TO BUILDING FRAMING METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE 10 ' - 0 " ACOUSTICAL UNDERLAYMENT 3/4" HARDWOOD FLOORING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING RESIDENTIAL SECOND FLOOR MINERAL WOOL INSULATION R=20 2x6 FIRE RETARDENT TREATED WALL STUD 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 10 ' - 0 " CONTINUOUS SEALANT - TYPICAL 11 7/8" TJI FRAMING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 3/4" HARDWOOD ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RESIDENTIAL ACOUSTICAL UNDERLAYMENT SPRAY FIREPROOFING FINISH FLOORING - COLOR TO BE SELECTED BY OWNER 4" CONCRETE SLAB ON METAL FORM DECK ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR RETAIL SPACE FIRST FLOOR GRADE METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE OUTER FACE OF BRICK TO ALIGN WITH OUTER FACE OF FOUNDATION SILL STUD 12 ' - 0 " PERIMETER DRAINAGE SYSTEM R-10 EXPANDED POLYSTYRENE INSULATION FULL HEIGHT OF WALL BITUMINUOUS DAMPPROOFING FULL HEIGHT OF WALL 1/2" CEMENT BOARD WITH THREE COAT CEMENT STUCCO FINISH BASEMENT CONCRETE FOUNDATION AND FOOTING 12 ' - 0 " COMPACTED GRAVEL - SEE STRUCTURAL DRAWINGS 10 MIL VAPOR BARRIER - OVERLAP 12" MINIMUM AT SEAMS R-10 EXPANDED POLYSTYRENE INSULATION 2-0" FROM PERIMETER 4" CONCRETE SLAB GARAGE ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR 2' - 0"2' - 0" A131 KEY PLAN Caroline Street Pa v i l i o n P l a c e A13 1 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:19 PM BU I L D I N G S E C T I O N - 2 23-135 06-20-2025 DK WC A13 REV. DATE DESCRIPTION 3/16" = 1'-0"1 BUILDING SECTION - 2 RETURN GYPSUM BOARD TO WINDOW FRAME WRAP VAPOR BARRIER TO 2x6 HEADER WRAP WEATHER BARRIER AT OPENING - OVERLAP VAPOR BARRIER 2" MINIMUM AND TAPE CAULK ALL AROUND SOLID SURFACING WINDOW SILL WRAP VAPOR BARRIER TO 2x6 SILL PLATE WRAP WEATHER BARRIER AT OPENING - OVERLAP VAPOR BARRIER 2" MINIMUM AND TAPE ALUMINUM WINDOW WITH THERMAL-BREAK FRAME DOUBLE PANE INSULATED GLAZING WITH 1" AIR SPACE AND ARGON FILL BRICK SAILOR COURSE SILL (BRICK LAYED FLAT) - SLOPE 3/4" MINIMUM TO DRAIN METAL FLASHING - EXTEND 1 1/2" MINIMUM OVER BRICK AND TURN UP INSIDE EDGE AND PROVIDE END DAMS AT JAMB - 1/2" MINIMUM SEALANT GALVANIZED STEEL LINTEL ANGLE FASTENED TO BUILDING FRAMING METAL FLASHING - PROVIDE 2" MINIMUM END DAMS AT EACH JAMB - TURN UP BACK LEG 8" MINIMUM BRICK SOLDER COURSE HEADER FLASH WEATHER BARRIER OVER METAL FLASHING 2" MINIMUM AND TAPE PROVIDE PREFABRICATED PVC WEEP HOLES AT METAL FLASHING RETURN BRICK AT EACH JAMB WALL SECTION AT WINDOW 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 1' - 0 " SCALE: 1" = 1'-0" TEMPER GLASS 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL WINDOW JAMB DETAIL BRICK VENEER RETURN BRICK AT EACH JAMB CUT BRICK AS REQUIRED TO BE FLUSH WITH BRICK VENEER WRAP WEATHER BARRIER AT OPENING - OVERLAP VAPOR BARRIER 2" MINIMUM AND TAPE WRAP VAPOR BARRIER TO 2x6 HEADER RETURN GYPSUM BOARD TO WINDOW FRAME CAULK ALL AROUND FASTEN WINDOW TO BUILDING STRUCTURE AT JAMB NAILING FLANGE, IF PROVIDED, OR AT WINDOW FRAME JAMB - COORDINATE ROUGH OPENING AND BRICK RETURN WITH WINDOW MANUFACTURER'S ATTACHMENT DETAIL ALUMINUM WINDOW WITH THERMAL-BREAK FRAME SEALANT ALL AROUND DOUBLE PANE INSULATED GLAZING WITH 1" AIR SPACE AND ARGON FILL BRICK SAILOR COURSE SILL (BRICK LAYED FLAT) - SLOPE 3/4" MINIMUM TO DRAIN SOLID SURFACING WINDOW SILL SCALE: 1 1/2" = 1'-0" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1" = 1'-0" 8/11/2025 2:17:19 PM WI N D O W D E T A I L - F I R E - R A T E D CO N S T R U C T I O N R E Q U I R E M E N T S 23-135 06-20-2025 DK WC A14 REV. DATE DESCRIPTION FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT -12' - 0" FOURTH FLOOR 32' - 0" FIFTH FLOOR 42' - 0" PENTHOUSE52' - 0" ROOF63' - 0" TOP OF PARAPET64' - 7" PERIMETER DRAINAGE SYSTEM R-10 EXPANDED POLYSTYRENE INSULATION FULL HEIGHT OF WALL BITUMINUOUS DAMPPROOFING FULL HEIGHT OF WALL 1/2" CEMENT BOARD WITH THREE COAT CEMENT STUCCO FINISH CONCRETE FOUNDATION AND FOOTINGCOMPACTED GRAVEL - SEE STRUCTURAL DRAWINGS R-10 EXPANDED POLYSTYRENE INSULATION 2-0" FROM PERIMETER SPRAY FIREPROOFING 10 MIL VAPOR BARRIER - OVERLAP 12" MINIMUM AT SEAMS 4" CONCRETE SLAB ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR GRADE METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE OUTER FACE OF BRICK TO ALIGN WITH OUTER FACE OF FOUNDATION SILL STUD FINISH FLOORING - COLOR TO BE SELECTED BY OWNER 4" CONCRETE SLAB ON METAL FORM DECK RETAIL SPACE CONTINUOUS SEALANT - TYPICAL 11 7/8" TJI FRAMING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 3/4" HARDWOOD ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL ACOUSTICAL UNDERLAYMENT MINERAL WOOL INSULATION R=20 2x6 FIRE RETARDENT TREATED WALL STUD 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD ACOUSTICAL UNDERLAYMENT 3/4" HARDWOOD FLOORING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 5/8" GYPSUM SHEATHING 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING GALVANIZED STEEL LINTEL ANGLE ATTACHED TO BUILDING FRAMING METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE BRICK VENEER DOUBLE TOP PLATE FIRE-RATED CLOSED CELL SPRAY FOAM AIR SEALER R=20 AT EXTERIOR SIDE OF ROOF FRAMING AIR SPACE 2 1/2" RIGID INSULATION R=12.5 WEATHER BARRIER 5/8" GYPSUM SHEATHING 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING TPO ROOF MEMBRANE 1/2" ROOF COVER BOARD LOW PROFILE ROOF DECK SYSTEM ROOF DRAIN POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATHING 11 7/8" TJI FRAMING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING FIBER CEMENT SIDING PANEL AT INSIDE FACE OF PARAPET LVL FRAMING BELOW WALL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL ALL WELDED METAL RAILING LOW PROFILE ROOF DECK SYSTEM ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 3/4" HARDWOOD FLOORING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING WEATHER BARRIER 5/8" GYPSUM SHEATHING FLAMEBLOCK SHEATHING WELDED METAL RAILING WRAP PARAPET WITH BREAK METAL 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. FOAM CORNICE TRIM METAL ROOF EDGE GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. COPPER WALL PANEL FOAM CORNICE TRIM THERMOPLASTIC POLYOLEFIN (TPO) ROOF MEMBRANE 1/2" ROOF COVER BOARD POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATING 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 12 ' - 0 " 10 ' - 0 " 11 ' - 0 " 1' - 7 " THIRD FLOOR FOURTH FLOOR FIFTH FLOOR SECOND FLOOR FIRST FLOOR BASEMENT SIXTH FLOOR TOP OF ROOF SHEATHING COMPACTED GRAVEL - SEE STRUCTURAL DRAWINGS GRADE METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE CONTINUOUS SEALANT - TYPICAL BRICK VENEER OUTER FACE OF BRICK TO ALIGN WITH OUTER FACE OF FOUNDATION SILL STUD DOUBLE TOP PLATE SPRAY FIREPROOFINGPERIMETER DRAINAGE SYSTEM FINISH FLOORING - COLOR TO BE SELECTED BY OWNER R-10 EXPANDED POLYSTYRENE INSULATION FULL HEIGHT OF WALL BITUMINUOUS DAMPPROOFING FULL HEIGHT OF WALL 1/2" CEMENT BOARD WITH THREE COAT CEMENT STUCCO FINISH CONCRETE FOUNDATION AND FOOTING 10 MIL VAPOR BARRIER - OVERLAP 12" MINIMUM AT SEAMS R-10 EXPANDED POLYSTYRENE INSULATION 2-0" FROM PERIMETER FIRE-RATED CLOSED CELL SPRAY FOAM AIR SEALER R=20 AT EXTERIOR SIDE OF ROOF FRAMING AIR SPACE 2 1/2" RIGID INSULATION R=12.5 WEATHER BARRIER 5/8" GYPSUM SHEATHING 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING MINERAL WOOL INSULATION R=20 2x6 FIRE RETARDENT TREATED WALL STUD 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD GALVANIZED STEEL LINTEL ANGLE ATTACHED TO BUILDING FRAMING METAL FLASHING - OVERLAP WITH WEATHER BARRIER MEMBRANE 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING FIBER CEMENT SIDING PANEL AT INSIDE FACE OF PARAPET TPO ROOF MEMBRANE 1/2" ROOF COVER BOARD LOW PROFILE ROOF DECK SYSTEM ROOF DRAIN POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATHING LVL FRAMING BELOW WALL WEATHER BARRIER 5/8" GYPSUM SHEATHING FLAMEBLOCK SHEATHING WELDED METAL RAILING WRAP PARAPET WITH BREAK METAL 6 MIL.POLYETHYLENE VAPOR BARRIER 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. FOAM CORNICE TRIM METAL ROOF EDGE GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD 3/4" HARDWOOD FLOORING 2 LAYERS OF TYPE X GYPSUM BOARD THERMOPLASTIC POLYOLEFIN (TPO) ROOF MEMBRANE 1/2" ROOF COVER BOARD POLYISOCYANURATE ROOF INSULATION - 2 1/2" THICK MINIMUM - SLOPE 1/4" / FOOT TO ROOF DRAINS 3/4" ROOF SHEATING 1"x3" WOOD FURRING 11 7/8" TJI FRAMING ACOUSTICAL UNDERLAYMENT 11 7/8" TJI FRAMING 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 3/4" HARDWOOD FLOORING ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 2-HOUR FIRE RATED EXTERIOR WALL ASSEMBLY - TYPICAL 4" CONCRETE SLAB 4" CONCRETE SLAB ON METAL FORM DECK ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 3-HOUR FIRE-RATING AT FIRST FLOOR 2 LAYERS OF TYPE X GYPSUM BOARD 1"x3" WOOD FURRING 3/4" HARDWOOD ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL ACOUSTICAL FLOOR ASSEMBLY STC=50 MINMUM IIC=50 MINMUM 1-HOUR FIRE-RATING - TYPICAL RETAIL SPACE RESIDENTIAL RESIDENTIAL RESIDENTIAL LOW PROFILE ROOF DECK SYSTEM ACOUSTICAL UNDERLAYMENT RESIDENTIAL FACE OF WALL COPPER WALL PANEL 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. GALVANIZED STEEL HORIZONTAL FURRING AT 4'-0"O.C. INSIDE FACE OF PARAPET COPPER WALL PANEL FOAM CORNICE TRIM WRAP PARAPET WITH BREAK METAL FOAM CORNICE TRIM 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 12 ' - 0 " 11 ' - 0 " 4' - 0 " 4' - 0 " 10'-0"5'-6" 4' - 0" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:20 PM BU I L D I N G S E C T I O N W I T H FI R E - R A T E D C O N S T R U C T I O N RE Q U I R E M E N T S 23-135 06-20-2025 DK WC A15 REV. DATE DESCRIPTION 1/4" = 1'-0"1 TYPICAL - WALL SECTION - 1 1/4" = 1'-0"2 TYPICAL WALL SECTION - 2 SCALE: 1" = 1'-0"1 INTERIOR PARTITION INTERIOR WALL TYPESEXTERIOR WALL TYPES FIRE RATING: 2 HOUR DESIGN: WP 1565 TYPICAL AT ALL INTERIOR PARTITIONS USE MOISTURE RESISTIVE GYPSUM BOARD AT TOILET ROOMS USE 1/2" CEMENT BOARD AT ALL TILE LOCATIONS NOTE: SEAL TOP AND BOTTOM OF PARTITION AND ALL OTHER OPENINGS WITH FIRE RATED SEALANT NOTE: SEAL TOP AND BOTTOM OF PARTITION AND ALL OTHER OPENINGS WITH ACOUSTICAL SEALANT FIRE RATING REQUIRED: 1 HOUR PROVIDED: 1 HOUR DESIGN: UL 326 SCALE: 1" = 1'-0"A EXTERIOR WALL - HARDIE LAP SIDING SCALE: 1" = 1'-0" EXTERIOR WALL - CEMENT FINISHED @FOUNDATION WALLF 2"x 4" WALL STUDS 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD NOTE: HEADERS, BLOCKING AND ALL FRAMING AND SHEATING AT ALL EXTERIOR WALLS TO BE FIRE RETARDANT TREATED MATERIALS NOTE: OUTER FACE OF STUDS AT EXTERIOR WALLS TO ALIGN WITH OUTER FACE OF FOUNDATION WALL. R = 10 EXPANDED POLYSTYRENE INSULATION FULL HEIGHT OF FOUNDATION WALLS SPRAY-APPLIED WEATHER BARRIER NOTE: OUTER FACE OF FOUNDATION WALL TO ALIGN WITH EXTERIOR WALLS. 2" AIR SPACE - PRESSURE TREATED WOOD FURRING EXTEROR FINISH 1' - 6 " RIGID INSULATION BRICK VENEER AIR SPACE 2 1/2" RIGID INSULATION R = 12.5 WEATHER BARRIER 7/16" DOUBLE SIDED FLAMEBLOCK SHEATHING 5/8" GYPSUM SHEATHING MINERAL WOOL INSULATION R=20 2X6 FIRE RETARDENT TREATED WALL STUD 6 MIL. POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD SOUND ISOLATION • • THE GENERAL CONTRACTOR SHALL REVIEW EACH OF THE ITEMS BELOW WITH THE AFFECTED SUBCONTRACTORS AND THEIR WORK CREWS PRIOR TO THE START OF EACH PHASE OF CONSTRUCTION TO INSURE THE INTENT OF THESE NOTES ARE FULLY UNDERSTOOD AND THE WORK IS PERFORMED IN ACCORDANCE WITH THESE INSTRUCTIONS. SUBMIT ALL MATERIALS FOR USE IN FLOOR / CEILING ASSEMBLIES AND UNIT DEMISING ASSEMBLIES REQUIRING ACOUSTICAL RATINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING, PURCHASING OR INSTALLING THESE ASSEMBLIES. NOISE CONTROL OF TYPICAL FLOOR-CEILING ASSEMBLIES • • • • • • • • • • • • UTILIZE SURFACE MOUNTED LIGHT FIXTURES TO THE EXTENT POSSIBLE TO MINIMIZE FLANKING TRANSMISSION. FLOOR DEFLECTION SHALL BE LIMITED TO L/540 TO ACHIEVE BETTER AND MORE EFFECTIVE IMPACT NOISE CONTROL. LEAVE 1/8" GAP AND USE ACOUSTICAL CAULK TO PREVENT DIRECT CONNECTIONS WHERE FINISHED FLOORING SUCH AS WOOD, LAMINATED WOOD, VINYL, CERAMIC TILE, ETC. MEET CABINETS, WALL PARTITIONS AND BUILT-IN FURNITURE. USE PERIMETER WALL STRIPS TO ISOLATE FINISHED FLOOR FLOORING FROM THE WALL PARTITIONS AT ALL DEMISING LOCATIONS. DO NOT ATTACH OR FRAME THE CEILING GYPSUM BOARD TO THE PERIMETER WALL PARTITION. PREVENT THE CEILING GYPSUM BOARD FROM COMING IN DIRECT CONNECTION WITH THE WALL GYPSUM BOARD OR FRAMING. FILL THE GAP BETWEEN THE CEILING GYPSUM BOARD AND THE WALL PARTITION WITH SPONGE ELASTOMER AND SEAL IT WITH NON- HARDENING ACOUSTICAL CAULK. IN CEILING ASSEMBLIES WITH MULTIPLE LAYERS OF GYPSUM BOARD, THE RESILIENT CHANNELS SHOULD ALWAYS BE INSTALLED BETWEEN THE BOTTOM CHORD OF THE TRUSS AND THE GYPSUM BOARD. RESILIENT CHANNELS USED IN WALL ASSEMBLIES SHOULD BE INSTALLED WITH THE PERFORATION ON THE TOP. NAILERS USED IN THE WOOD FRAME FLOOR-CEILING ASSEMBLY SHALL NOT TOUCH THE UNDERSIDE OF THE SUB-FLOOR OR THE RESILIENT CHANNELS. EXTEND THE DEMISING WALL TO THE OUTER LAYER OF THE EXTERIOR WALL. AVOID ANY GAPS BY PLACING THE STUDS CLOSE TO THE DEMISING WALL. ALL LAYERS OF THE DEMISING AND CORRIDOR WALL PARTITIONS SHALL BE COMPLETELY SEALED WITH ACOUSTICAL SEALANT AND TAPED ALONG THE PERIMETERS TO REDUCE SOUND LEAKS. DO NOT CONNECT TOILETS TO THE UNIT-SEPARATION WALLS. PROVIDE FLOOR-MOUNTED TOILETS AT THE UNIT- SEPARATION WALL PARTITIONS. ELECTRICAL BOXES FOR POWER, TV, PHONE, ETC. IN DEMISING WALLS SHOULD BE SEPARATED BY MINIMUM 24" OR ONE STUD SPACE AND SEALED WITH OUTLET PUTTY PADS. ALL ENTRY DOORS TO ALL THE DWELLING UNITS SHALL BE PROVIDED WITH ACOUSTICAL GASKETS ALONG THE JAMB. HVAC SYSTEM SOUND NOISE CONTROL • • • • • CONDENSING UNITS SHALL BE LOCATED OVER THE CORRIDORS TO THE MAXIMUM EXTENT POSSIBLE. INSTALL SUPPLY AIR DUCTS IN THE CENTER OF THE TRUSSES AND SUPPORT THEM WITH STRAPS TO AVOID CONTACT WITH THE CEILING OR WALL FRAMING. PROVIDE A 1/4" CLEARANCE AROUND THE HVAC AND TOILET EXHAUST DUCTS WITHIN DWELLING UNITS. SEAL AND TAPE ALL DUCTS AND PIPE PENETRATIONS THRU WALL PARTITIONS WITH ACOUSTICAL CAULK. AVOID UNNECESSARY PENETRATIONS IN THE DEMISING PARTITIONS. BATHROOM EXHAUST FANS SHALL MEET LOW NOISE LEVEL ( 3.0 SONES) REQUIREMENTS.≤ PLUMBING SYSTEM NOISE CONTROL • • • • • • • • ALL DRAIN PIPING SHALL BE WRAPPED WITH FIBERGLASS INSULATION. PIPING SHALL NOT COME IN DIRECT CONTACT WITH ANY PARTITION, WALL, CEILING OR STRUCTURAL ELEMENT SUCH AS FLOOR TRUSSES. ALL SUPPLY PIPING SHALL BE ISOLATED FROM THE BUILDING STRUCTURE WITH RESILIENT MATERIAL SUCH AS NEOPRENE FOAM PADS OR FIBERGLASS SLEEVES. SUPPLY WATER PIPE RISERS SHALL BE ISOLATED WITH 3/4" NEOPRENE PAD UNDER THE PIPE CLAMPS. THE NEOPRENE PADS SHALL BE SIZED TO 50lbs/in 2 AND HAVE A 1/8" THICK METAL BEARING PLATE BETWEEN PAD AND PIPE CLAMP. PROVIDE A GROMMET AT ALL STUDS, PLATES, BLOCKS AND FRAMING MEMBERS. SUPPLY WATER PIPING SHALL BE ISOLATED HORIZONTALLY AND VERTICALLY BY GROMMETS AT ALL STUDS, PLATES AND FRAMING MEMBERS. WATER HAMMER ARRESTORS SHALL BE PROVIDED AT THE WASHING MACHINE CONNECTION. COMPLETELY SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOOR-CEILING ASSEMBLIES SEPARATING DWELLING UNITS AND BETWEEN DWELLING UNITS AND COMMON AREAS, INCLUDING THE TOILET PIPE PENETRATION OF THE FLOOR. PROVIDE A SLEEVE AROUND THE PIPES PENETRATING THE FLOOR OR WALL AND COMPLETELY FILL THE GAP WITH ROCK WOOL AND FIRE SEALANT. CONDUIT PIPE RISERS RUNNING THROUGH DWELLING UNITS SHALL BE ISOLATED FROM THE FLOOR. ALL PIPES, CABLES AND WIRES PENETRATING THE DEMISING WALL SHALL BE CAULKED. ACOUSTICAL REQUIREMENTS ELEVATOR HOISTWAY SCALE: 1" = 1'-0" 2 HOUR BASEMENT PARTITION 5/8" GYPSUM BOARD 8" CONCRETE MASONRY UNITS 7/8" RESILIENT CHANNEL PARTITION TYPE 5 8" CMU - SEAL TOP AND BOTTOM OF GYPSUM BOARD AND ALL OPENINGS WITH FIRE RATED SEALANT. 2 HOUR BASEMENT UTILITY ROOM PARTITION. PARTITION TYPE 3 ONE LAYER OF 5/8" TYPE XGYPSUM BOARD, 2" x 6" NOMINAL WOOD STUDS @ 16" O.C., 3" THERMAFIBER SAFB INSULATION, 1/2" RESILIENT CHANNEL, ONE LAYER OF 5/8" TYPE X GYPSUM BOARD BOARD - UL 327, STC = 50. SEAL TOP AND BOTTOM OF GYPSUM BOARD AND ALL OPENINGS WITH FIRE RATED SEALANT. 2 HOUR DEMISING PARTITION AT TENANT DEMISING WALLS. * USE 1/2 CEMENT BOARD AT SHOWER FOR OUTER LAYER. 2"x 6" WALL STUDS 1/2" RC-1 RESILIENT CHANNEL (CORRIDOR SIDE - BETWEEN STUD & GWB)(INSTALL RESILIENT CHANNEL AT STAIRWAY WALLS ON THE OUTSIDE OF THE STAIR ENCLOSURE.) 1 LAYER 5/8" TYPE X GYPSUM BOARD 1 LAYER 5/8" TYPE X GYPSUM BOARD SCALE: 1" = 1'-0"2 1 HOUR INTERIOR PARTITION 3" MINIMUM SAFB INSULATION PARTITION TYPE 4 2"x 6" WALL STUDS 2 LAYERS 5/8" TYPE X GYPSUM BOARD 2 LAYERS 5/8" TYPE X GYPSUM BOARD SCALE: 1" = 1'-0"3 2 HOUR INTERIOR PARTITION 3" MINIMUM SAFB INSULATION TWO LAYER OF 5/8" TYPE XGYPSUM BOARD, 2" x 6" NOMINAL WOOD STUDS @ 16" O.C., 3" THERMAFIBER SAFB INSULATION, 1/2" RESILIENT CHANNEL, TWO LAYER OF 5/8" TYPE X GYPSUM BOARD BOARD - UL 301, STC = 58. SEAL TOP AND BOTTOM OF GYPSUM BOARD AND ALL OPENINGS WITH FIRE RATED SEALANT. 2 HOUR DEMISING PARTITION AT TENANT DEMISING WALLS. * USE 1/2 CEMENT BOARD AT SHOWER FOR OUTER LAYER. NOTE: SEAL TOP AND BOTTOM OF PARTITION AND ALL OTHER OPENINGS WITH FIRE RATED SEALANT WEATHER BARRIER 5/8" GYPSUM SHEATHING FLAMEBLOCK SHEATHING 3/4" GALVANIZED STEEL VERTICAL FURRING AT 4'-0"O.C. 6 MIL.POLYETHYLENE VAPOR BARRIER 2 LAYERS OF TYPE X GYPSUM BOARD COPPER WALL PANEL FIRE RATING REQUIRED: 1 HOUR PROVIDED: 1 HOUR DESIGN: UL 326 SCALE: 1" = 1'-0"B EXTERIOR WALL - COPPER WALL PANEL 4 NOTE: SEAL TOP AND BOTTOM OF PARTITION AND ALL OTHER OPENINGS WITH ACOUSTICAL SEALANT 3" MINIMUM SAFB INSULATION NOTE: HEADERS, BLOCKING AND ALL FRAMING AND SHEATING AT ALL EXTERIOR WALLS TO BE FIRE RETARDANT TREATED MATERIALS ELEVATOR HOISTWAY SCALE: 1" = 1'-0" 2 HOUR BASEMENT PARTITION 5/8" GYPSUM BOARD 8" CONCRETE MASONRY UNITS 7/8" RESILIENT CHANNEL 5 NOTE: SEAL TOP AND BOTTOM OF PARTITION AND ALL OTHER OPENINGS WITH ACOUSTICAL SEALANT NOTE: SEE STRUCTURAL DRAWING FOR SHEAR WALL LOCATIONS PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1" = 1'-0" 8/11/2025 2:17:20 PM WA L L A S S E M B L I E S A N D D E T A I L S 23-135 06-20-2025 DK WC A16 REV. DATE DESCRIPTION 2ND FLOOR/CEILING ASSEMBLIES 3/4" T AND G HARDWOOD FLOORING - SEE STRUCTURE DRAWINGS. 1 LAYER 1/2" OSB 2MM GENIEMAT RST-02 ACOUSTICAL UNDERLAYMENT R-30 CLOSED CELL FOAM INSULATION FIRE RESISTANT PAINT FOR FOAM INSULATION SYSTEM CONCRETE FORM DECK SCALE: 1" = 1'-0"3 FIRE RATING - 3 HOUR SCALE: 1" = 1'-0"5 SLAB DETAIL CEILING / ROOF AND FLOOR ASSEMBLIES CONCRETE SLAB COMPACTED GRAVEL VAPOR BARRIER 2 HOUR FIRE-RATED INSULATION TYPICAL FLOOR / CEILING ASSEMBLY - OPTION 1 SCALE: 1" = 1'-0" 3/4" T AND G HARDWOOD FLOORING 2 LAYERS 5/8" TYPE X GYPSUM BOARD 3/4 PLYWOOD SUBFLOORING FIBERGLASS SOUND BATT INSULATION (R-19) WOOD FLOOR FRAMING - SEE STRUCTURAL DRAWINGS 3/4" WOOD FURRING SOUND CONTROL CRITERIA STC = 50 MINIMUM IIC = 50 MINIMUM NOTE: ASSEMBLY MEETS SOUND CRITERIA PER MANUFACTURER'S DATA FIRE RATING: 1 HOUR STC RATING: 61 IIC RATING: 56 DESIGN: UL M584 HUSHFRAME ISOLATION RAFT - SEE MANUFACTURER'S INSTALLATION REQUIREMENTS 1 3/4" T AND G HARDWOOD FLOORING 2 LAYERS 5/8" TYPE X GYPSUM BOARD 1 LAYER 3/4" OSB 3/4 PLYWOOD SUBFLOORING 3 1/2" FIBERGLASS SOUND BATT INSULATION (R-13) 2MM GENIEMAT RST-02 ACOUSTICAL UNDERLAYMENT WOOD FLOOR FRAMING - SEE STRUCTURAL DRAWINGS GENECLIP RST - SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7/8" METAL FURRING SOUND CONTROL CRITERIA STC = 50 MINIMUM IIC = 50 MINIMUM NOTE: ASSEMBLY MEETS SOUND CRITERIA PER MANUFACTURER'S DATA FIRE RATING: 1 HOUR STC RATING: 62 IIC RATING: 59 DESIGN: UL L570 TYPICAL FLOOR / CEILING ASSEMBLY - OPTION 2 SCALE: 1" = 1'-0"2 TPO ROOF MEMBRANE FULLY ADHERED TYPICAL - COLOR TO BE WHITE 1/2" COVER BOARD - MECHANICALLY FASTENED - TYP R=60 MINIMUM POLYISOCYANURATE RIGID INSULATION WOOD ROOF DECK - SEE STRUCTURAL DRAWINGS FOR REQUIREMENTS - TYP WOOD ROOF FRAMING SEE STRUCTURAL DRAWINGS 1/2" METAL FURRING - TYP VAPOR RETARDER - TYP 1 LAYER 5/8" TYPE X GYPSUM BOARD FIRE RATING: 1 HOUR SCALE: 1" = 1'-0"4 TYPICAL ROOF / CEILING ASSEMBLY METAL EDGE STRIP MEMBRANE ROOFING ROOF SHEATHING TAPERED INSULATION - SLOPE TO SIDES DIAGONAL SUPPORT WITH TURNBUCKLES EDGE OF SIDING BLOCKING EDGE OF SHEATHING BLOCKING 2x6 FRAMING PVC TRIM EXTERIOR GYPSUM SOFFIT BOARD PROVIDE BLOCKING AT TURNBUCKLE ATTACHMENT PVC ACCENT TRIM TURN UP ROOFING MEMBRANE 6" MINMUM METAL COUNTERFLASHING BEHIND SIDING PVC TRIM SCALE: 1" = 1' - 0" ENTRY CANOPY SECTION 1' - 6 " 4'-6" - 2"x6"@16" O.C. 3'-0" 2x6 FRAMING PROVIDE BLOCKING AT TURNBUCKLE ANCHOR POINTS ATTACH 2x6 FRAMING SECURELY TO WALL STUDS FACE OF SHEATHING 2x6 BLOCKING SCALE: 1" = 1' - 0" ENTRY CANOPY FRAMING PLAN 8'-0" - 2"x6"@16" O.C. 4' - 6 " 3' - 0 " PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1" = 1'-0" 8/11/2025 2:17:21 PM FL O O R A N D R O O F A S S E M B L I E S DE T A I L A N D E N T R Y C A N O P Y FR A M I N G P L A N A N D S E C T I O N 23-135 06-20-2025 DK WC A17 REV. DATE DESCRIPTION UP UP DN DN UP DN DN UP UP DN DN UP UPDN UP DN UPDN UP DN D W UPDN D W UP DN R @ 0' - 7"20 13 A18 18 E Q . T R E A D S @ 1 0 " 5' - 1 " 8' - 3 " 4' - 1 0 " 8' - 9" NOTE: BASEMENT TO FIRST FLOOR HIGHT = 12'-0" PROVIDE 20 EQUAL RISERS 14 A18 R @ 0' - 7"21 5' - 0 " 8' - 3 " 4' - 1 1 " 14 ' - 2 " 4' - 0 " 19 E Q . T R E A D S @ 1 0 " NOTE: BASEMENT TO FIRST FLOOR HIGHT = 12'-0" PROVIDE 20 EQUAL RISERS 13 A18 R @ 0' - 7"21 5' - 1 " 8' - 3 " 3' - 5 " 19 E Q . T R E A D S @ 1 0 " 8' - 9" 4' - 0 " 7' - 7 " 5' - 1 " NOTE: FIRST TO SECOND FLOOR HIGHT = 12'-0" PROVIDE 21 EQUAL RISERS 14 A18 R @ 0' - 7"21 3' - 6 " 9' - 2 " 4' - 0 " 8' - 9" 19 E Q . T R E A D S @ 1 0 " 7' - 4" NOTE: FIRST FLOOR TO SECOND FLOOR HIGHT = 12'-0" PROVIDE 21 EQUAL RISERS 13 A18 R @ 0' - 7"21 8' - 9" 3' - 5 " 8' - 3 " 3' - 6 " 7' - 3 " 19 E Q . T R E A D S @ 1 0 " NOTE: SECOND FLOOR TO THIRD FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 14 A18 R @ 0' - 7"21 8' - 9" 3' - 6 " 9' - 2 " 4' - 0 " 3' - 6 " 7 ' - 4 " 5' - 1 0 " 19 E Q . T R E A D S @ 1 0 " NOTE: SECOND FLOOR TO THIRD FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 13 A18 R @ 0' - 7"18 3' - 6 " 7' - 3 " 5' - 1 1 " 16 E Q . T R E A D S @ 1 0 " 8' - 9" NOTE: THIRD FLOOR TO FOURTH FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 14 A18 R @ 0' - 7"183' - 6 " 7 ' - 4 " 5' - 4 " 16 E Q . T R E A D S @ 1 0 " 8' - 9" NOTE: THIRD FLOOR TO FOURTH FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 13 A18 R @ 0' - 7"18 3' - 6 " 7' - 3 " 5' - 1 1 " 8' - 9" 16 E Q . T R E A D S @ 1 0 " NOTE: FOURTH TO FIFTH FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 14 A18 R @ 0' - 7"183' - 6 " 7 ' - 4 " 5' - 4 " 8' - 9" 16 E Q . T R E A D S @ 1 0 " NOTE: FOURTH TO FIFTH FLOOR HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 0' - 1 " 0' - 1 0 " 13 A18 R @ 0' - 7"18 3' - 5 " 7' - 4 " 5' - 1 1 " 16 E Q . T R E A D S @ 1 0 " 8' - 9" NOTE: FIFTH FLOOR TO PENTHOUSE HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS 14 A18 R @ 0' - 7"18 8' - 9" 3' - 6 " 7 ' - 4 " 5' - 1 0 " 16 E Q . T R E A D S @ 1 0 " NOTE: FIFTH FLOOR TO PENTHOUSE HIGHT = 10'-0" PROVIDE 18 EQUAL RISERS FIRST FLOOR STAIR0' - 0" SECOND FLOOR12' - 0" THIRD FLOOR22' - 0" BASEMENT -12' - 0" FOURTH FLOOR32' - 0" FIFTH FLOOR42' - 0" PENTHOUSE52' - 0" ROOF 63' - 0" 0' - 7 " 1' - 0" 11 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 12 ' - 0 " 12 ' - 0 " LADDER TO THE ROOF TOP OF PARAPET 64' - 7" STAIR NOTES: 1. 2. 3. 4. 5. 6. 7. PROVIDE STAIR AND RAILING SHOP DRAWINGS. HANDRAILS AND GUARDRAILS AND THEIR ATTACHMENTS SHALL BE DESIGNED BY THE FABRICATOR TO WITHSTAND A UNIFORM LOAD OF 50 LB/FT APPLIED IN ANY DIRECTION AND A CONCENTRATED LOAD OF 200 LB/FT APPLIED IN ANY DIRECTION. UNIFORM AND CONCENTRATED LOADS NEED NOT BE ASSUMED TO ACT CONCURRENTLY. PAINT ALL EXPOSED PARTS OF STAIR, FRAMING, HANDRAILS, AND GUARDRAILS. PROVIDE RUBBER TREADS, RISERS AND LANDINGS. RAILING PROFILES, STAIR TREADS AND RISERS, AND DIMENSIONS SHALL MEET THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, MAAB, REGULATIONS. ALL PARTS OF THE STAIRWELLS, LANDINGS, ETC... TO MAINTAIN A MINIMUM OF 6'-8" CLEAR HEADROOM. INSTALL RESLIENT CHANNELS AT STAIRWAY WALLS ON SIDE OF WALL THAT IS OUTSIDE OF THE STAIR ENCLOSURE. SCALE: 1" = 1' - 0" WALL HAND RAIL EXTENSION DETAIL (TYP.)COMMON AREA STAIR TREAD AND RISER DETAIL SCALE: 3" = 1' - 0" WOOD STAIR TREAD 3/4" WOOD STAIR RISER 3/4" FINISHED WOOD - OWNER TO CHOOSE COLOR & FINISH WOOD STRINGER - (SEE STRUCTURAL FOR SIZE) TOP BOTTOM SCALE: 1" = 1' - 0" GUARDRAIL DETAIL WALKING SURFACE OF STAIR NOSING 1 1/2" O.D. GALVANIZED STEEL PIPE RAILING 36" ABOVE NOSING OF STAIRS 1/2" SOLID STEEL BAR WELDED TO HAND RAIL AND MOUNTING PLATE - GALVANIZED TOP OF GUARDRAIL 42" MINIMUM BOVE STAIR NOSING AND RAMP WALKING SURFACE SECURELY ANCHOR RAILING TO GUARDRAIL POST WITH CORROSION RESISTANT FASTENERS 1/2" BALLUSTERS AT 4" O.C. MAXIMUM1'-0" 7" M A X S E E S T R U C T U R A L 11" (1 TREAD LENGTH BEYOND BOTTOM RISER) 1'-0" BEYOND TOP RISER 1 1/2" 4" MA X . 0' - 1" 0' - 7 " 11" MIN. PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:22 PM ST A I R 1 - P L A N S A N D S E C T I O N 23-135 06-20-2025 DK WC A18 REV. DATE DESCRIPTION 3/16" = 1'-0"1 BASEMENT STAIR - 1 3/16" = 1'-0"2 BASEMENT STAIR - 2 3/16" = 1'-0"3 FIRST FLOOR STAIR - 1 3/16" = 1'-0"4 FIRST FLOOR STAIR - 2 3/16" = 1'-0"5 SECOND FLOOR STAIR - 1 3/16" = 1'-0"6 SECOND FLOOR STAIR - 2 3/16" = 1'-0"7 THIRD FLOOR STAIR - 1 3/16" = 1'-0"8 THIRD FLOOR STAIR - 2 3/16" = 1'-0"9 FOURTH FLOOR STAIR - 1 3/16" = 1'-0"10 FOURTH FLOOR STAIR - 2 3/16" = 1'-0"11 FIFTH FLOOR STAIR - 1 3/16" = 1'-0"12 FIFTH FLOOR STAIR - 2 3/16" = 1'-0"13 STAIR SECTION - 1 3/16" = 1'-0"14 STAIR SECTION - 2 1. 2. a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x 2 1/2". ALL TRIM IS TO BE BACK PRIMED. WINDOWS SHALL BE PROVIDED WITH NON-REMOVABLE SASH LIMITERS THAT LIMIT OPENINGS TO LESS THAN 4". BATHROOM LAVATORY SHALL BE CULTURED MARBLE WITH INTEGRAL BOWL, FRONT OVERFLOW AND BACKSPLASH. COMMON AREA / RETAIL SPACES - FIRST FLOOR ENTRY HALL TRASH ROOM SECOND, THIRD AND FOURTH FLOORS LIVING / DINING AREA KITCHEN CLOSET LAUNDRY BEDROOM BATHROOM PAINT PAINT G.W.B G.W.B G.W.B G.W.B G.W.B TILE PARKING OFFICE PAINT G.W.B G.W.B PAINT PAINT PAINT PAINT G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B PAINT PAINT / TILE HARDWOOD PAINTED CONCRETE HARDWOOD HARDWOOD TILE HARDWOOD HARDWOOD HARDWOOD TILE ROOM FINISH SCHEDULE ROOM NAME WALLS FINISH MATERIAL CEILING MATERIAL HEIGHT FLOORS MATERIAL BASEMENT ELE. MACHINE ROOM SPRINKLER ROOM ELECTRICAL ROOM PAINT PAINT PAINT G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B PAINTED CONCRETE PAINTED CONCRETE PAINTED CONCRETE BIKE STORAGE COMMON PAINT PAINT G.W.B G.W.B G.W.B G.W.B PAINTED CONCRETE TILE LOBBY MAIL ROOM PAINT PAINT G.W.B G.W.B G.W.B G.W.B STAIR PAINT G.W.B G.W.B VCT QUARRY TILE VCT GARAGE PAINT G.W.B G.W.B PAINTED CONCRETE RETAIL - 1 RETAIL - 2 PAINT G.W.B G.W.B FIFTH FLOOR LIVING / DINING AREA KITCHEN CLOSET LAUNDRY BEDROOM BATHROOM PAINT PAINT PAINT PAINT G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B PAINT PAINT / TILE HARDWOOD TILE HARDWOOD HARDWOOD HARDWOOD TILE PENTHOUSE FLOOR LIVING / DINING AREA KITCHEN CLOSET LAUNDRY BEDROOM BATHROOM PAINT PAINT PAINT PAINT G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B G.W.B PAINT PAINT / TILE HARDWOOD TILE HARDWOOD HARDWOOD HARDWOOD TILE PAINTED CONCRETE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:23 PM RO O M F I N I S H S C H E D U L E 23-135 06-20-2025 DK WC A19 REV. DATE DESCRIPTION * DENOTES EGRESS WINDOW - SEE EGRESS WINDOW NOTES ON DRAWING T1 1. A. B. C. 2. 3. 4. 5. 6. 7. 8. PROVIDE CASEMENT WINDOWS BY ANDERSON WITH DUEL PANE GLAZING WITH LOW-E COATING AND AIRGON FILL. WINDOW U-VALUE SHALL BE 0.26 TO MEET THE ENERGY MODEL CRITERIA. WINDOWS TO BE VINYL-CLAD WOOD FRAME WITH GRID, NAILING FIN AND J CHANNEL. COLOR TO BE WHITE PROVIDE MANUFACTURER'S FULL HEIGHT ALUMINUM SCREEN. ALL WINDOWS ARE TO HAVE A NATIONAL FENESTRATION RATING COUNCIL (NFRC) RATING AND BE ENERGY STAR RATED. ALL WINDOWS SHALL HAVE AN ENERGY STAR AIR LEAKAGE OF LESS THAN 0.3 CFM/FT2 @ 75 ASCALS. WINDOWS WITH A SHGC OF 0.26 SHALL BE PROVIDED AND MEET THE ENERGY MODEL CRITERIA. ALL WINDOWS SHALL BE SEALED AND RECEIVE PAN FLASHING AT HEAD AND SILL AND SIDE FLASHING. INSTALL PAN FLASHING OVER AIR AND WATER BARRIER. CAULK ALL WINDOWS WITH ETHYLENE COPOLYMER CAULK USING CLOSE CELL POLYETHYLENE BACKER ROD. FILL WINDOW SHIM SPACES WITH LOW-EXPANDING FOAM SEALER AS REQUIRED. WINDOWS SHALL BE PROVIDED WITH NON-REMOVABLE SASH LIMITERS THAT LIMIT OPENINGS TO LESS THAN 4". WINDOW WARRANTY SHALL BE FOR A MINIMUM OF 10 YEARS AND SHALL BE TRANSFERABLE TO SUBSEQUENT OWNERS. INSULATING GLAZING WARRANTY SHALL BE A MINIMUM OF 5 YEARS AFTER THE DATE OF SUBSTANTIAL COMPLETION. ABOVE FINISH FLOOR WINDOW SCHEDULE SIZE 2' - 0 7/8" WIDTH HEIGHT TYPE MODEL NUMBER MFG.REMARKS 2' - 6 7/8" 3' - 0 7/8" 2' - 1 3/8" 3' - 1 3/8" 8' - 1 3/8" 8' - 1 3/8" 8' - 1 3/8" FIXED FIXED FIXED EGRESS WINDOW WINDOW TYPES ( 2ND, 3RD, 4TH AND 5TH FLOOR) SCALE : 1/4" = 1'-0" A 2' - 7 3/8" ROUGH OPENING WIDTH HEIGHT C D 8' - 0 7/8" 8' - 0 7/8" 8' - 0 7/8" - - 3' - 4 7/8" 8' - 0 7/8" 3' - 5 3/8" 8' - 1 3/8"B H I J - - 3' - 0 " 0' - 6 " A B C D E F WINDOW TYPES ( FIRST FLOOR) SCALE : 1/4" = 1'-0" ABOVE FINISH FLOOR WINDOW TYPES ( PENT- HOUSE) SCALE : 1/4" = 1'-0" K L 0' - 6 " ABOVE FINISH FLOOR 3' - 6 7/8" 4' - 0 7/8"4' - 1 3/8"8' - 1 3/8" 5' - 7 3/8"DOUBLE HUNG FIXED 3' - 7 3/8" F G 5' - 6 7/8" 8' - 0 7/8" - - 2' - 6 7/8" 8' - 0 7/8" 2' - 7 3/8" 8' - 1 3/8"E - 3' - 0 7/8" 3' - 4 7/8"3' - 5 3/8"5' - 7 3/8" 10' - 1 3/8"FIXED 3' - 1 3/8" I J 10' - 0 7/8" 5' - 6 7/8" - - 2' - 0 7/8" 5' - 6 7/8" 2' - 1 3/8" 5' - 7 3/8"H DOUBLE HUNG - FIXED FIXED DOUBLE HUNG 10' - 1 3/8"FIXEDK10' - 0 7/8"4' - 0 7/8"4' - 1 3/8"- EGRESS WINDOW EGRESS WINDOW G 3' - 6"3' - 11"3' - 3"2' - 11"2' - 5"1' - 11"0' - 11" WINDOW NOTES: 1. 2. 3. 4. 1. 2. 3. 4. 1. 2. 3. 1. 2. 3. 1. 2. 2015 IBC - SECTION 2406 SAFETY GLAZING 2406.4 PROVIDE SAFETY GLAZING IN LOCATIONS LISTED IN "HAZARDOUS LOCATIONS". THE LOCATIONS SPECIFIED IN SECTIONS 2406.4.1 THROUGH 2406.4.7 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS. 2406.4.1 GLAZING IN DOORS. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: GLAZING OPENINGS OF A SIZE THROUGH WHICH A 3-INCH DIAMETER SPHERE IS UNABLE TO PASS. DECORATIVE GLAZING. GLAZING MATERIALS USED AS CURVED GLAZING PANELS IN REVOLVING DOORS. COMMERCIAL REFRIGERATED CABINET GLAZED DOORS. 2406.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERETHE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: DECORATIVE GLAZING. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS. APPLICATION SHALL COMPLY WITH SECTION 2406.4.3. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION IN ONE AND TWO-FAMILY DWELLINGS OR WITHIN DWELLING UNITS IN GROUP R-2. 2406.4.3 GLAZING IN WINDOWS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED A HAZARDOUS LOCATION: THE EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SQUARE FEET. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR. THE TOP EDGE OF THE GLAZING IS GREATER THAN 36 INCHES ABOVE THE FLOOR. ONE OR MORE WALKING SURFACE(S) ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: DECORATIVE GLAZING WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 1/2 INCHES IN CROSS-SECTIONAL HEIGHT. OUTBOARD PANES IN INSULATING GLASS UNITS OR MULTIPLE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLASS IS 25 FEET OR MORE ABOVE ANY GRADE, ROOF, WALKING SURFACE OR OTHER HORIZONTAL OR SLOPED (WITHIN 45 DEGREES OF HORIZONTAL RADIUS) SURFACE ADJACENT TO THE GLASS EXTERIOR. 2406.4.4 GLAZING IN GUARDS AND RAILINGS. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS, REGARDLESS OF THE AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 2406.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBES, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTIONS: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGEOF THE BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL. 2406.4.6 GLAZING ADJACENT TO STAIRWAYS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: THE SIDE OF A STAIRWAY, LANDING OR RAMP THAT HAS A GUARD COMPLYING WITH THE PROVISIONS OF SECTIONS 1015 AND 1607.8, AND THE PLANE OF THE GLASS IS GREATER THAN 18 INCHES FROM THE RAILING. GLAZING 36 INCHES OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. 2406.4.7 GLAZING ADJACENT TO THE BOTTOM STAIRWAY LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 60 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC THAT IS LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: GLAZING THAT IS PROTECTED BY A GUARD COMPLYING WITH SECTIONS 1015 AND 1607.8 WHERE THE PLANE OF THE GLASS IS GREATER THAN 18 INCHES FROM THE GUARD. 2406.5 FIRE DEPARTMENT ACCESS PANELS. FIRE DEPARTMENT GLASS ACCESS PANELS SHALL BE OF TEMPERED GLASS. FOR INSULATING GLASS UNITS, ALL PANES SHALL BE TEMPERED GLASS. GLAZING PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 As indicated 8/11/2025 2:17:23 PM WI N D O W S C H E D U L E S 23-135 06-20-2025 DK WC A20 REV. DATE DESCRIPTION DOOR SCHEDULE DOOR DOOR SIZE FRAME LBL MAIL ROOM / OFFICE MAT.TYPE WIDTH HEIGHT THICK MATERIAL REMARKS: UNIT ENTRY ROOM BEDROOM BATHROOM LAUNDRY MAIN LOBBY ENTRANCE CLOSET BATHRM. CLOSET ELECTRIC RM. / SPRINKLER RM. / ELEV. MECH. RM. ALUM/GLASS INSULATED METAL WOOD WOOD WOOD LAUNDRY CLOSET WOOD WOOD WOOD WOOD ALUM/GLASS ALUM/GLASS WOOD 101A 009 002 002 002 005 003 004 006 001 007 3' - 0"7' - 0"1 3/4"ALUM. B 6 '- 0"7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 7 '- 0" 3 '- 0" 3 '- 0" 3 '- 0" 3 '- 0" 4 '- 0" 6' - 0" 3 '- 0" 5 '- 0" 1 '- 0" 3 '- 0" 1 3/4" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/8" 1 3/4"PM PM WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD WOOD BIFOLD 4 PANELS DOOR DOOR SCHEDULE NOTES 1. PROVIDE APPROPRIATE DOOR HARDWARE FOR USE AND CODE. 2. LABELED DOORS SHALL HAVE UL LISTED HARDWARE AND FIRE-RESISTANCE-RATED GAZING ASSEMBLIES. 3. INTERIOR UNIT ENTRY DOORS SHALL BE EQUIPPED WITH A DOOR VIEWER MOUNTED 60" ABOVE FINISHED FLOOR FOR GROUP 2A UNITS 8,17 AND 38 SHALL HAVE A SECOND DOOR VIEWER MOUNTED ABOVE FINISH FLOOR. 4. ALL 32 INCH DOORS IN ACCESSIBLE UNITS SHALL BE EQUIPPED WITH OFFSET HINGES. 5. PROVIDE PAINTED DOOR LABELS OR SIGNAGE FOR BASEMENT DOORS TO IDENTIFY ROOM. 6. PROVIDE 36 INCH WIDE DOORS IN GROUP 2A UNITS. 7. PROVIDE FRAMES WITH 4" HEAD AT DOORS IN CMU PARTITIONS. 8. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS. 9. ALL EXTERIOR DOOR TO BE WEATHER PROOF. 100 101 INSULATING GLAZING EXTERIOR DOOR TYPES SCALE : 1/4" = 1'-0" BUILDING ENTRACE WOOD 100A CLOSET WOOD 005 4 '- 0"7 '- 0"1 3/8"WOOD 9 '- 0" 7 '- 0"1 3/4" 102A 3 '- 0"7 '- 0"1 3/4" PM TRASH RM. / BIKE STORAGE 001 003 004 005 007 FLUSH METAL DOOR INTERIOR DOOR TYPES SCALE : 1/4" = 1'-0" 002 102 7' - 0 " 7' - 0 " 006 008 6' - 0" 009 ROOM INSULATED METAL WITH CASKETS PROVIDE LOUVER DEN 008 PATIO / BALCONY GARAGE DOOR STAIRS EXTERIOR DOOR INSULATED METAL INSULATED METAL WOOD INSULATED METAL ALUM/GLASS 102A 009 001 3 '- 0" 5 '- 8" 3 '- 0" 3 '- 0"7' - 0" 8 '- 0" 8 '- 0" 8' - 0 " 8' - 0 " 7' - 0 " 9' - 0"1 3/4" 1 3/4" 1 3/4" 1 3/4" CLOSET WOOD 005 5 '- 0"7 '- 0"1 3/8" WOOD WOOD ALUM. ALUM. PM BIFOLD 4 PANELS DOOR POCKET SINGLE DOOR SLIDING DOUBLE DOOR BIFOLD 4 PANELS DOOR POCKET DOUBLE DOOR BY MANUFACTOR PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:24 PM DO O R S C H E D U L E S 23-135 06-20-2025 DK WC A21 REV. DATE DESCRIPTION D W REF. REF. D W A C D B 32" MIN. CLEAR OPENING 6' - 1" 9' - 1 1 " 6' - 1" 3' - 0 " 9' - 0 " 9' - 11" 9' - 0 " 6' - 1" 9' - 0 " 9' - 11" 9' - 0 " 002 A C D B 32" MIN. CLEAR OPENING 8' - 4 " 6' - 1" 6' - 1" 9' - 0 " 8' - 4" 9' - 0 " 6' - 1" 9' - 0 " 8' - 4" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 8' - 6" 6' - 1 " 8' - 6" 9' - 0 " 9' - 0 " 6' - 1"8' - 6" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 9' - 4 " 6' - 7" 2' - 1" 4' - 6" 9' - 0 " 4' - 6"2' - 1"9' - 4" 9' - 0 " 6' - 7" 9' - 0 " 9' - 4" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 7 " 9' - 6" 9' - 6" 9' - 0 " 6' - 7" 9' - 0 " 9' - 6" 9' - 0 " 6' - 7" 9' - 0 " 1'-3" MINIMUM FROM VANITY, SINK OR WALL 1'-6" MINIMUM FROM BATHING FIXTURE 30 " MA X . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. PROVIDE CERAMIC TILE SOAP HOLDERS OR SOAP/SHAMPOO NICHES AT TUBS. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. PROVIDE TWO TOWEL BARS PER BATHROOM. SPACE VERTICALLY SO TWO FULL SIZE BATH TOWELS MAY BE HUNG. PROVIDE A MINIMUM OF ONE COAT HOOK IN EACH BATHROOM. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). BATHROOM NOTES ACCESSIBILITY LAYOUT REQUIREMENTS CLEAR FLOOR AREA WATERCLOSET CLEARANCE 30" x 48" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:25 PM BA T H R O O M P L A N S A N D EL E V A T I O N S 23-135 06-20-2025 DK WC A22 REV. DATE DESCRIPTION 1/4" = 1'-0"1 201, 301, 401 PRIMARY BATH PLAN 1/4" = 1'-0"2 201, 301, 401 PRIMARY BATH ELEV. A 1/4" = 1'-0"3 201, 301, 401 PRIMARY BATH ELEV. B 1/4" = 1'-0"4 201, 301, 401 PRIMARY BATH ELEV. C 1/4" = 1'-0"5 201, 301, 401 PRIMARY BATH ELEV. D 1/4" = 1'-0"6 201, 301, 401 BATHRM. 1 PLAN 1/4" = 1'-0"7 201, 301, 401 BATH ELEV. A 1/4" = 1'-0"8 201, 301, 401 BATH ELEV. B 1/4" = 1'-0"9 201, 301, 401 BATH ELEV. C 1/4" = 1'-0"10 201, 301, 401 BATH ELEV. D 1/4" = 1'-0"11 202, 302, 402 BATHRM. PLAN 1/4" = 1'-0"12 202, 302, 402 BATH ELEV. A 1/4" = 1'-0"13 202, 302, 402 BATH ELEV. B 1/4" = 1'-0"14 202, 302, 402 BATH ELEV. C 1/4" = 1'-0"15 202, 302, 402 BATH ELEV. D 1/4" = 1'-0"16 203, 303, 403 PRIMARY BATH PLAN 1/4" = 1'-0"17 203, 303, 403 PRIMARY BATH ELEV. A 1/4" = 1'-0"18 203, 303, 403 PRIMARY BATH ELEV. B 1/4" = 1'-0"19 203, 303, 403 PRIMARY BATH ELEV. C 1/4" = 1'-0"20 203, 303, 403 PRIMARY BATH ELEV. D 1/4" = 1'-0"21 203, 303, 403 BATHRM. PLAN 1/4" = 1'-0"22 203, 303, 403 BATH ELEV. A 1/4" = 1'-0"23 203, 303, 403 BATH ELEV. B 1/4" = 1'-0"24 203, 303, 403 BATH ELEV. C 1/4" = 1'-0"25 203, 303, 403 BATH ELEV. D DW D W W D REF. A C D B 32" MIN. CLEAR OPENING 1' - 1" 5' - 0" 2' - 6 " 6' - 1 " 8' - 7 " 6' - 1" 5' - 0"1' - 1" 6' - 1" 9' - 0 " 8' - 7" 9' - 0 " 6' - 1" 9' - 0 " 6' - 1" 2' - 6" 8' - 7" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 1 " 8' - 8" 8' - 8" 9' - 0 " 6' - 1" 9' - 0 " 8' - 8" 9' - 0 " 6' - 1" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 0" 8' - 5 " 6' - 0" 9' - 0 " 8' - 5" 9' - 0 " 6' - 0" 9' - 0 " 8' - 5" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 8' - 3" 2' - 0 " 4 ' - 2 " 6' - 2 " 9' - 0 " 8' - 3"6' - 2" 9' - 0 " 5' - 2"3' - 1" 9' - 0 " 8' - 3" 6' - 2" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 8' - 10" 6' - 0 " 8' - 10" 9' - 0 " 6' - 0" 9' - 0 " 8' - 9" 9' - 0 " 6' - 0" 9' - 0 " 1'-3" MINIMUM FROM VANITY, SINK OR WALL 1'-6" MINIMUM FROM BATHING FIXTURE 30 " MA X . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. PROVIDE CERAMIC TILE SOAP HOLDERS OR SOAP/SHAMPOO NICHES AT TUBS. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. PROVIDE TWO TOWEL BARS PER BATHROOM. SPACE VERTICALLY SO TWO FULL SIZE BATH TOWELS MAY BE HUNG. PROVIDE A MINIMUM OF ONE COAT HOOK IN EACH BATHROOM. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). BATHROOM NOTES ACCESSIBILITY LAYOUT REQUIREMENTS CLEAR FLOOR AREA WATERCLOSET CLEARANCE 30" x 48" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:27 PM BA T H R O O M P L A N S A N D EL E V A T I O N S 23-135 06-20-2025 DK WC A23 REV. DATE DESCRIPTION 1/4" = 1'-0"1 204, 304, 404 PRIMARY BATH PLAN 1/4" = 1'-0"2 204, 304, 404 PRIMARY BATH ELEV. A 1/4" = 1'-0"3 204, 304, 404 PRIMARY BATH ELEV. B 1/4" = 1'-0"4 204, 304, 404 PRIMARY BATH ELEV. C 1/4" = 1'-0"5 204, 304, 404 PRIMARY BATH ELEV. D 1/4" = 1'-0"6 204, 304, 404 BATHRM. PLAN 1/4" = 1'-0"7 204, 304, 404 BATH ELEV. A 1/4" = 1'-0"8 204, 304, 404 BATH ELEV. B 1/4" = 1'-0"9 204, 304, 404 BATH ELEV. C 1/4" = 1'-0"10 204, 304, 404 BATH ELEV. D 1/4" = 1'-0"11 205, 305, 405 PRIMARY BATH PLAN 1/4" = 1'-0"12 205, 305, 405 PRIMARY BATH ELEV. A 1/4" = 1'-0"13 205, 305, 405 PRIMARY BATH ELEV. B 1/4" = 1'-0"14 205, 305, 405 PRIMARY BATH ELEV. C 1/4" = 1'-0"15 205, 305, 405 PRIMARY BATH ELEV. D 1/4" = 1'-0"16 205, 305, 405 BATHRM. PLAN 1/4" = 1'-0"17 205, 305, 405 BATH ELEV. A 1/4" = 1'-0"18 205, 305, 405 BATH ELEV. B 1/4" = 1'-0"19 205, 305, 405 BATH ELEV. C 1/4" = 1'-0"20 205, 305, 405 BATH ELEV. D 1/4" = 1'-0"21 206, 306, 406 PRIMARY BATH PLAN 1/4" = 1'-0"22 206, 306, 406 PRIMARY BATH ELEV. A 1/4" = 1'-0"23 206, 306, 406 PRIMARY BATH ELEV. B 1/4" = 1'-0"24 206, 306, 406 PRIMARY BATH ELEV. C 1/4" = 1'-0"25 206, 306, 406 PRIMARY BATH ELEV. D D REF. D W W A C D B 32" MIN. CLEAR OPENING 4' - 1 " 2 ' - 0 " 8' - 11" 6' - 0 " 2' - 10" 6' - 1" 6' - 1"2' - 10" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 8' - 9"8' - 9" 9' - 0 " 4' - 0" 9' - 0 " 6' - 8"2' - 1" 9' - 0 " 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 1" 8' - 1 0 " 6' - 0" 9' - 0 " 8' - 10" 9' - 0 " 6' - 0" 9' - 0 " 8' - 10" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 9" 8' - 10" 9' - 0 " 6' - 1" 9' - 0 " 2' - 1"6' - 9" 9' - 0 " 2' - 1" 4' - 0" 9' - 0 " 6' - 1" A C D B 32" MIN. CLEAR OPENING 8' - 1 0 " 6' - 0" 6' - 1" 9' - 0 " 8' - 10" 9' - 0 " 6' - 1" 9' - 0 " 8' - 10" 9' - 0 " 1'-3" MINIMUM FROM VANITY, SINK OR WALL 1'-6" MINIMUM FROM BATHING FIXTURE 30 " MA X . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. PROVIDE CERAMIC TILE SOAP HOLDERS OR SOAP/SHAMPOO NICHES AT TUBS. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. PROVIDE TWO TOWEL BARS PER BATHROOM. SPACE VERTICALLY SO TWO FULL SIZE BATH TOWELS MAY BE HUNG. PROVIDE A MINIMUM OF ONE COAT HOOK IN EACH BATHROOM. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). BATHROOM NOTES ACCESSIBILITY LAYOUT REQUIREMENTS CLEAR FLOOR AREA WATERCLOSET CLEARANCE 30" x 48" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:28 PM BA T H R O O M P L A N S A N D EL E V A T I O N S 23-135 06-20-2025 DK WC A24 REV. DATE DESCRIPTION 1/4" = 1'-0"1 206, 306, 406 BATHRM. PLAN 1/4" = 1'-0"2 206, 306, 406 BATH ELEV. A 1/4" = 1'-0"3 206, 306, 406 BATH ELEV. B 1/4" = 1'-0"4 206, 306, 406 BATH ELEV. C 1/4" = 1'-0"5 206, 306, 406 BATH ELEV. D 1/4" = 1'-0"6 501 PRIMARY BATH PLAN 1/4" = 1'-0"7 501 PRIMARY BATH ELEV. A 1/4" = 1'-0"8 501 PRIMARY BATH ELEV. B 1/4" = 1'-0"9 501 PRIMARY BATH ELEV. C 1/4" = 1'-0"10 501 PRIMARY BATH ELEV. D 1/4" = 1'-0"11 501 BATHRM. PLAN 1/4" = 1'-0"12 502 BATH ELEV. A 1/4" = 1'-0"13 502 BATH ELEV. B 1/4" = 1'-0"14 502 BATH ELEV. C 1/4" = 1'-0"15 502 BATH ELEV. D 1/4" = 1'-0"16 502 PRIMARY BATH PLAN 1/4" = 1'-0"17 502 PRIMARY BATH ELEV. A 1/4" = 1'-0"18 502 PRIMARY BATH ELEV. B 1/4" = 1'-0"19 502 PRIMARY BATH ELEV. C 1/4" = 1'-0"20 502 PRIMARY BATH ELEV. D 1/4" = 1'-0"21 502 BATHRM. PLAN 1/4" = 1'-0"22 501 BATH ELEV. A 1/4" = 1'-0"23 501 BATH ELEV. B 1/4" = 1'-0"24 501 BATH ELEV. C 1/4" = 1'-0"25 501 BATH ELEV. D W D W D W W D A C D B 32" MIN. CLEAR OPENING 4' - 0" 2' - 2" 5' - 5 " 3 ' - 0 " 8' - 5 " 6' - 2" 2' - 2"4' - 0" 6' - 2" 9' - 0 " 3' - 0" 5' - 5" 9' - 0 " 8' - 5"6' - 2" 9' - 0 " 8' - 5" 9' - 0 " A C D B 2' - 1" 5' - 1" 7' - 2" 8' - 1 1 " 6' - 5 " 2' - 6 " 32" MIN. CLEAR OPENING 7' - 2" 9' - 0 " 8' - 11" 9' - 0 " 2' - 1"5' - 1" 7' - 2" 9' - 0 " 2' - 6" 6' - 5" 8' - 11" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 4' - 1 " 2' - 1 " 6' - 1 " 3' - 1" 5' - 8" 8' - 9" 8' - 9" 9' - 0 " 6' - 1" 9' - 0 " 3' - 1"5' - 8" 9' - 0 " 8' - 9" 2' - 1" 4' - 1" 9' - 0 " 6' - 1" A C D B 32" MIN. CLEAR OPENING 4' - 2 " 2' - 2 " 6' - 4 " 8' - 4" 3' - 1" 5' - 3" 8' - 4" 9' - 0 " 6' - 4" 9' - 0 " 3' - 1"5' - 3" 9' - 0 " 2' - 2" 4' - 2" 6' - 4" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 2' - 2" 4' - 1" 3' - 0 " 5' - 5 " 8' - 5 " 6' - 2" 4' - 1"2' - 2" 6' - 2" 9' - 0 " 8' - 5" 9' - 0 " 6' - 2" 9' - 0 " 5' - 5" 3' - 0" 9' - 0 " 8' - 5" 1'-3" MINIMUM FROM VANITY, SINK OR WALL 1'-6" MINIMUM FROM BATHING FIXTURE 30 " MA X . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. PROVIDE CERAMIC TILE SOAP HOLDERS OR SOAP/SHAMPOO NICHES AT TUBS. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. PROVIDE TWO TOWEL BARS PER BATHROOM. SPACE VERTICALLY SO TWO FULL SIZE BATH TOWELS MAY BE HUNG. PROVIDE A MINIMUM OF ONE COAT HOOK IN EACH BATHROOM. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). BATHROOM NOTES ACCESSIBILITY LAYOUT REQUIREMENTS CLEAR FLOOR AREA WATERCLOSET CLEARANCE 30" x 48" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:31 PM BA T H R O O M P L A N S A N D EL E V A T I O N S 23-135 06-20-2025 DK WC A25 REV. DATE DESCRIPTION 1/4" = 1'-0"1 503 PRIMARY BATH PLAN 1/4" = 1'-0"2 503 PRIMARY BATH ELEV. A 1/4" = 1'-0"3 503 PRIMARY BATH ELEV. B 1/4" = 1'-0"4 503 PRIMARY BATH ELEV. C 1/4" = 1'-0"5 503 PRIMARY BATH ELEV. D 1/4" = 1'-0"6 503 BATHRM. PLAN 1/4" = 1'-0"7 503 BATH ELEV. A 1/4" = 1'-0"8 503 BATH ELEV. B 1/4" = 1'-0"9 503 BATH ELEV. C 1/4" = 1'-0"10 503 BATH ELEV. D 1/4" = 1'-0"11 504 PRIMARY BATH PLAN 1/4" = 1'-0"12 504 PRIMARY BATH ELEV. A 1/4" = 1'-0"13 504 PRIMARY BATH ELEV. B 1/4" = 1'-0"14 504 PRIMARY BATH ELEV. C 1/4" = 1'-0"15 504 PRIMARY BATH ELEV. D 1/4" = 1'-0"16 504 BATHRM. PLAN 1/4" = 1'-0"17 504 BATH ELEV. A 1/4" = 1'-0"18 504 BATH ELEV. B 1/4" = 1'-0"19 504 BATH ELEV. C 1/4" = 1'-0"20 504 BATH ELEV. D 1/4" = 1'-0"21 505 PRIMARY BATH PLAN 1/4" = 1'-0"22 505 PRIMARY BATH ELEV. A 1/4" = 1'-0"23 505 PRIMARY BATH ELEV. B 1/4" = 1'-0"24 505 PRIMARY BATH ELEV. C 1/4" = 1'-0"25 505 PRIMARY BATH ELEV. D RE F . D W A C D B 32" MIN. CLEAR OPENING 3' - 1 " 5 ' - 2 " 8' - 3 " 6' - 2"6' - 2" 9' - 0 " 8' - 3" 9' - 0 " 2' - 2"4' - 1" 6' - 2" 9' - 0 " 3' - 1" 5' - 2" 8' - 3" 9' - 0 " A C D B 32" MIN. CLEAR OPENING 6' - 2 " 8' - 9" 8' - 9" 11 ' - 2 " 6' - 2" 11 ' - 2 " 8' - 9" 11 ' - 2 " 6' - 2" 11 ' - 2 " A C D B 32" MIN. CLEAR OPENING 6' - 1 " 8' - 9" 8' - 9" 11 ' - 2 " 11 ' - 2 " 6' - 1" 11 ' - 2 " 8' - 9" 11 ' - 2 " 6' - 1" A C D B 8' - 9" 6' - 2 " 11 ' - 2 " 8' - 9" 11 ' - 2 " 6' - 2" 11 ' - 2 " 8' - 9"6' - 2" 11 ' - 2 " A C D B 6' - 1 " 8' - 9" 8' - 9" 11 ' - 2 " 6' - 1" 11 ' - 2 " 11 ' - 2 " 8' - 9" 11 ' - 2 " 6' - 1" 1'-3" MINIMUM FROM VANITY, SINK OR WALL 1'-6" MINIMUM FROM BATHING FIXTURE 30 " MA X . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. PROVIDE CERAMIC TILE SOAP HOLDERS OR SOAP/SHAMPOO NICHES AT TUBS. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. PROVIDE TWO TOWEL BARS PER BATHROOM. SPACE VERTICALLY SO TWO FULL SIZE BATH TOWELS MAY BE HUNG. PROVIDE A MINIMUM OF ONE COAT HOOK IN EACH BATHROOM. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). BATHROOM NOTES ACCESSIBILITY LAYOUT REQUIREMENTS CLEAR FLOOR AREA WATERCLOSET CLEARANCE 30" x 48" PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:34 PM BA T H R O O M P L A N S A N D EL E V A T I O N S 23-135 06-20-2025 DK WC A26 REV. DATE DESCRIPTION 1/4" = 1'-0"1 505 BATHRM. PLAN 1/4" = 1'-0"2 505 BATH ELEV. A 1/4" = 1'-0"3 505 BATH ELEV. B 1/4" = 1'-0"4 505 BATH ELEV. C 1/4" = 1'-0"5 505 BATH ELEV. D 1/4" = 1'-0"6 PH - 101 PRIMARY BATH PLAN 1/4" = 1'-0"7 PH - 101 PRIMARY BATH ELEV. A 1/4" = 1'-0"8 PH - 101 PRIMARY BATH ELEV. B 1/4" = 1'-0"9 PH - 101 PRIMARY BATH ELEV. C 1/4" = 1'-0"10 PH - 101 PRIMARY BATH ELEV. D 1/4" = 1'-0"11 PH - 101 BATH PLAN 1/4" = 1'-0"12 PH - 101 BATH ELEV. A 1/4" = 1'-0"13 PH - 101 BATH ELEV. B 1/4" = 1'-0"14 PH - 101 BATH ELEV. C 1/4" = 1'-0"15 PH - 101 BATH ELEV. D 1/4" = 1'-0"16 PH - 102 PRIMARY BATH PLAN 1/4" = 1'-0"17 PH - 102 PRIMACY BATH ELEV. A 1/4" = 1'-0"18 PH - 102 PRIMARY BATH ELEV. B 1/4" = 1'-0"19 PH - 102 PRIMARY BATH ELEV. C 1/4" = 1'-0"20 PH - 102 PRIMARY BATH ELEV. D 1/4" = 1'-0"21 PH - 102 BATH PLAN 1/4" = 1'-0"22 PH - 102 BATH ELEV. A 1/4" = 1'-0"23 PH - 102 BATH ELEV. B 1/4" = 1'-0"24 PH - 102 BATH ELEV. C 1/4" = 1'-0"25 PH - 102 BATH ELEV. D D REF. RE F . REF. REF. D RE F . D REF. REF. REF.REF. REF. REF. REF. RE F . REF. REF. RE F . REF. A B 8' - 0 " 11' - 0" 2' - 0" 2' - 0 " 3' - 0" 1' - 6" 2' - 6" 2' - 0" 2' - 0" 11' - 0" 9' - 0 " 1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" 1' - 0" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 2' - 6" 8' - 0" 2' - 0" 1' - 6" 2' - 6" 2' - 0" 9' - 0 " 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " A B 8' - 0" 10 ' - 6 " 1' - 6 " 2' - 0" 3' - 0" 1' - 6" 2' - 6" 2' - 0" 2' - 0" 10' - 6" 9' - 0 " 1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" 0' - 6" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " 2' - 6" 2' - 0"2' - 6"1' - 6"2' - 0" 8' - 0" 9' - 0 " 1' - 0"1' - 6"1' - 6"1' - 6"1' - 6" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " B A 8' - 0 " 10' - 11" 1' - 11" 2' - 0 " 1' - 11" 2' - 0" 2' - 6" 1' - 6" 3' - 0" 9' - 0 " 11' - 5" 1' - 6"1' - 6" 0' - 11" 1' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 2' - 6" 2' - 0" 2' - 6" 1' - 6" 2' - 0" 8' - 0" 1' - 6"1' - 6"1' - 6"1' - 6"1' - 0" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 9' - 0 " A 15' - 0" 2' - 0 " 2' - 0" 2' - 6" 1' - 6" 2' - 0" 2' - 6" 1' - 6" 3' - 0" 15' - 0" 2' - 0" 2' - 6" 1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" 9' - 0 " 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " A B11 ' - 0 " 8' - 0" 2' - 0 " 2' - 0" 2' - 0"2' - 6"1' - 6"2' - 0" 8' - 0" 1' - 6"1' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 9' - 0 " 3' - 0" 1' - 6" 2' - 6" 2' - 0" 2' - 0" 11' - 0" 1' - 6"1' - 6"1' - 6"2' - 6" 1' - 6"1' - 6" 1' - 0" 3' - 1 " 1' - 3 " 3' - 3 " 1' - 6 " 9' - 0 " B A 11' - 0" 8' - 0 " 2' - 0" 2' - 0 " 3' - 0" 1' - 6" 2' - 6" 2' - 0" 2' - 0" 11' - 0" 1' - 0" 1' - 6"1' - 6"2' - 6"1' - 6"1' - 6"1' - 6" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " 9' - 0 " 2' - 0" 1' - 6" 2' - 6" 2' - 0" 8' - 0" 1' - 0"1' - 6"1' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 9' - 0 " A B 8' - 0 " 11' - 0" 2' - 0 " 2' - 0" 3' - 0" 1' - 6" 2' - 6" 2' - 0" 2' - 0" 11' - 0" 9' - 0 " 1' - 6"1' - 6" 1' - 0" 1' - 6"1' - 6"2' - 6"1' - 6" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " 2' - 0" 1' - 6" 2' - 6" 2' - 0" 8' - 0" 9' - 0 " 1' - 0"1' - 6"1' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 2' - 11"1' - 6"2' - 6"2' - 0"1' - 6"2' - 6"2' - 0" 14' - 11" 9' - 0 " 1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"2' - 6"2' - 0" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " A 15' - 0" 2' - 0 " A 15' - 0" 2' - 0 " 2' - 0"2' - 6"1' - 6"2' - 0"2' - 6"1' - 6"2' - 11" 15' - 0" 1' - 6"1' - 6"2' - 0"2' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 9' - 0 " A B 8' - 0" 11 ' - 0 " 2' - 0" 2' - 0 " 2' - 0" 2' - 0" 2' - 6" 1' - 6" 3' - 0" 11' - 0" 9' - 0 " 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 1' - 0" 1' - 6"1' - 6"2' - 6"1' - 6"1' - 6"1' - 6" 2' - 0"1' - 6"2' - 6"2' - 0" 8' - 0" 9' - 0 " 1' - 6"1' - 6"1' - 6"1' - 6"1' - 0" 3' - 1 " 1 ' - 6 " 3 ' - 3 " 1 ' - 3 " A B 11' - 0" 8' - 0 " 2' - 0 " 2' - 0" 2' - 0" 2' - 6" 1' - 6" 2' - 0" 8' - 0" 9' - 0 " 1' - 6"1' - 6"1' - 6"1' - 6"1' - 0" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " 2' - 0" 2' - 0" 2' - 6" 1' - 6" 3' - 0" 11' - 0" 9' - 0 " 1' - 0"1' - 6"1' - 6"1' - 6"2' - 6"1' - 6"1' - 6" 1' - 3 " 3' - 3 " 1' - 6 " 3' - 1 " A 3' - 0" 1' - 6" 2' - 6" 2' - 0" 1' - 6" 2' - 6" 2' - 0" 1' - 5"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" 2' - 6" 2' - 0"3' - 5 " 1' - 6 " 6' - 4 " 11 ' - 2 " BA 7' - 1 1 " 11' - 0" 1' - 0"1' - 6"1' - 6"1' - 6"1' - 6" 2' - 0" 1' - 6" 2' - 6" 2' - 0" 3' - 5 " 3' - 4 " 1' - 5 " 3' - 1 " 11 ' - 2 " 1' - 0"1' - 6"1' - 6"2' - 6"1' - 6"1' - 6"1' - 6" 3' - 1 " 1 ' - 6 " 3 ' - 4 " 11 ' - 2 " 1. 2. 3. 4. 5. 6. 7. 8. 9. PROVIDE CABINETRY SHOP DRAWINGS FOR EACH KITCHEN LAYOUT. CONFIRM FINISH DIMENSIONS OF APPLIANCES TO BE INSTALLED IN THE CABINETRY. PROVIDE FINISHED END AND BACK PANELS AT ALL EXPOSED LOCATIONS FOR A COMPLETELY FINISHED INSTALLATION. RETURN CROWN MOLDING TRIM AT SIDES AND ENDS OF CABINETRY. PROVIDE ALL NECESSARY FILLER PANELS AND TRIM FOR A COMPLETELY FINISHED INSTALLATION. COUNTERTOPS SHALL BE GRANITE AS A BASE BID WITH AN ALTERNATE PRICE SUBMITTED FOR SUBSTITUTION OF PLASTIC LAMINATE COUNTERTOPS. CABINETRY STYLE AND COLOR TO BE SELECTED BY THE OWNER. SINK BASE CABINETS SHALL BE 30" WIDE MINIMUM. COOKTOP BASE CABINETS (IF USED) SHALL BE 30" WIDE MINIMUM. IF A WALL OVEN IS PROVIDED, THE FLOOR OF THE WALL OVEN SHALL BE LOCATED 30" ABOVE THE FLOOR. WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING WALL CABINETS AT ANY LOCATION FROM 42" TO 54" FROM THE FLOOR TO THE BOTTOM INSIDE OF THE CABINET. KITCHEN NOTES PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:36 PM KI T C H E N P L A N S A N D E L E V A T I O N S 23-135 06-20-2025 DK WC A27 REV. DATE DESCRIPTION 1/4" = 1'-0"1 201, 301, 401 KITCHEN PLAN 1/4" = 1'-0"2 201, 301, 401 KITCHEN ELEV. A 1/4" = 1'-0"3 201, 301, 401 KITCHEN ELEV. B 1/4" = 1'-0"4 202, 302, 402 KITCHEN PLAN 1/4" = 1'-0"5 202, 302, 402 KITCHEN ELEV. A 1/4" = 1'-0"6 202, 302, 402 KITCHEN ELEV. B 1/4" = 1'-0"7 203, 303, 403 KITCHEN PLAN 1/4" = 1'-0"8 203, 303, 403 KITCHEN ELEV. A 1/4" = 1'-0"9 203, 303, 403 KITCHEN ELEV. B 1/4" = 1'-0"10 204, 304, 404 KITCHEN PLAN 1/4" = 1'-0"11 204, 304, 404 KITCHEN ELEV. A 1/4" = 1'-0"12 205. 305, 405 KITCHEN PLAN 1/4" = 1'-0"13 205, 305, 405 KITCHEN ELEV. A 1/4" = 1'-0"14 205, 305, 405 KITCHEN ELEV. B 1/4" = 1'-0"15 206, 306, 406 KITCHEN PLAN 1/4" = 1'-0"16 206, 306, 406 KITCHEN ELEV. A 1/4" = 1'-0"17 206, 306, 406 KITCHEN ELEV. B 1/4" = 1'-0"18 501 KITCHEN PLAN 1/4" = 1'-0"19 501 KITCHEN ELEV. A 1/4" = 1'-0"20 501 KITCHEN ELEV. B 1/4" = 1'-0"21 502 KITCHEN ELEV. A 1/4" = 1'-0"22 502 KITCHEN PLAN 1/4" = 1'-0"23 503 KITCHEN PLAN 1/4" = 1'-0"24 503 KITCHEN ELEV. A 1/4" = 1'-0"25 504 KITCHEN PLAN 1/4" = 1'-0"26 504 KITCHEN ELEV. A 1/4" = 1'-0"27 504 KITCHEN ELEV. B 1/4" = 1'-0"28 505 KITCHEN PLAN 1/4" = 1'-0"29 505 KITCHEN ELEV. A 1/4" = 1'-0"30 505 KITCHEN ELEV. B 1/4" = 1'-0"31 PH - 101 KITCHEN PLAN 1/4" = 1'-0"32 PH - 101 KITCHEN ELEV. A 1/4" = 1'-0"33 PH - 102 KITCHEN PLAN 1/4" = 1'-0"34 PH - 102 KITCHEN ELEV. A 1/4" = 1'-0"35 PH - 102 KITCHEN ELEV. B 1.PROVIDE MIRROR/MEDICINE CABINET, 30" HIGH x 24" WIDE, ABOVE EACH VANITY AND LAVATORY. MOUNT 40" ABOVE THE FLOOR. 2. PROVIDE TOILET TISSUE DISPENSER AT EACH WATERCLOSET. 3. PROVIDE FULL HEIGHT CERAMIC WALL TILE AT TUB ENCLOSURES (3 SIDES). PROVIDE BULL NOSE TILE OR METAL EDGE STRIP AT TOP AND EDGES. SUBMIT SAMPLES TO THE OWNER FOR FINAL WALL TILE SELECTION. 4. PROVIDE CERAMIC TILE SOAP HOLDERS AT TUBS. 5. BATHROOMS SHALL RECEIVE CERAMIC FLOOR TILE AND MATCHING CERAMIC BASE INSTALLED BY THIN SET METHOD. SUBMIT SAMPLES TO THE OWNER FOR FINAL FLOOR TILE AND BASE SELECTION. 6. PROVIDE CRACK SUPPRESSION MEMBRANE AT ALL FLOOR LOCATIONS TO RECEIVE CERAMIC TILE. 7. PROVIDE 1/2" THICK MARBLE THRESHOLDS AT BATHROOM DOORS. COORDINATE MARBLE COLOR WITH TILE COLOR. SUBMIT MARBLE SAMPLES TO THE OWNER FOR FINAL SELECTION. 8. USE MOISTURE RESISTIVE GYPSUM WALL BOARD AT BATHROOM WALLS, EXCEPT USE DENSGUARD TILE BACKER BOARD AT TUB SURROUNDS AND SHOWERS. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 42.5.3 WATER CLOSETS WALL REINFORCEMENT. WALLS ADJACENT TO AND BEHIND THE WATER CLOSET SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 32" TO 38" ABOVE THE FLOOR. THE BACK WALL SHALL HAVE REINFORCEMENT FROM THE INTERIOR CORNER TO A DISTANCE BEYOND THE FRONT EDGE OF THE WATER CLOSET, UNLESS INTERRUPTED BY A DOOR OR OTHER FIXTURE, THEN THE REINFORCEMENT SHALL BE INSTALLED AS FAR AS POSSIBLE. 42.6 SINKS IF A VANITY IS PROVIDED UNDER A SINK, IT SHALL BE CAPABLE OF BEING REMOVED WITHOUT STRUCTURAL CHANGE. 42.7 BATHING FIXTURES WHEN THE WATER CLOSET IS LOCATED BETWEEN TWO FIXTURES, THE WALL REINFORCEMENT BEHIND THE WATER CLOSET SHALL BE EXTENDED AT LEAST 6" BEYOND THE WIDEST PART OF THE WATER CLOSET. 42.7.1 BATH TUB WALL REINFORCEMENT: ALL TUB WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS FROM 6" ABOVE THE TUB RIM TO A HEIGHT OF 48" ABOVE THE TUB BOTTOM AND SHALL EXTEND THE LENGTH AND WIDTH OF THE TUB. 42.7.2.C. SHOWER WALL REINFORCEMENT: ALL SHOWER WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING THE FUTURE INSTALLATION OF GRAB BARS, SEATS, ECT., FROM A HEIGHT OF 6" TO 48"ABOVE THE FLOOR AND SHALL EXTEND THE FULL WIDTH AND LENGTH OF THE SHOWER STALL. GRAB BARS SHALL NOT BE LOCATED BEHIND THE SEAT. 42.7.3. SOAP TRAY- SHALL NOT HAVE HOLD FEATURE UNLESS IT CAN SUPPORT 250 LBS FOR FIVE MINUTES. SOAP DISPENSERS, HOLDERS, ETC., SHALL BE LOCATED WITHIN THE ZONE OF REACH FROM SEAT. 42.7.4 PRE FABRICATED UNITS - IN PREFABRICATED SHOWERS AND TUBS, STRUCTURAL REINFORCEMENT FOR GRAB BARS MUST BE IN FULL CONTACT WITH THE SURFACE OF WALLS OF THE UNIT ON WHICH GRAB BARS MAY BE MOUNTED AS DESCRIBED IN 521 CMR 42.7.1 (C) AND 521 CMR 45.7.2 (C). GROUP 2 DWELLING UNIT (UNITS 8,17, AND 38) ALL NOTES FOR GROUP 1 UNITS ABOVE APPLY TO GROUP 2 UNITS. 44.4 WATER CLOSET COMPLY WITH THE FOLLOWING: LOCATION: THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED 18 INCHES (18" = 457 MM) FROM THE NEAREST SIDE WALL AND AT LEAST 42 INCHES ( 42" = 1067 MM) FROM THE FARTHEST SIDE WALL OR THE CLOSEST EDGE OF AN ADJACENT FIXTURE. THERE SHALL BE 42" = 1067 MM) CLEAR FROM THE FRONT EDGE IF THE CLOSET TO NEAREST WALL OR FIXTURE. 44.4.2 HEIGHT- THE TOP OF THE WATER CLOSET SEAT SHALL BE 15 INCHES TO 19 INCHES ABOVE THE FLOOR. 44.4.3 OPERATION- THE FLUSH ACTIVATOR SHALL BE OPERABLE WITH A CLOSED FIST AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. WATER CLOSET FLUSH CONTROL SHALL BE LOCATED ON THE ACCESSIBLE SIDE OF THE WATER CLOSET. 44.4.5 TOILET PAPER DISPENSERS: THE TOILET PAPER DISPENSER SHALL BE SET AT A MINIMUM HEIGHT OF 19 INCHES ABOVE THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW ARE NOT ALLOWED. BATHROOM NOTES: 44.5 SINKS 44.5.1 ADAPTABILITY- THE SINK, ITS PLUMBING, AND THE WALLS ADJACENT TO THE SINK SHALL BE DESIGNED SO THAT THE SINK CAN BE RELOCATED VERTICALLY AND SO THAT THE SINK INSTALLATION MEETS THE DEFINITION OF THE STRUCTURAL STRENGTH. 44.5.2 VANITY CABINETS- WHERE A CABINET OR VANITY IS PROVIDED UNDER SINK, IT SHALL BE REMOVABLE OR REPLACEABLE TO PROVIDE A KNEE SPACE THAT COMPLIES WITH 521 CMR 44.5.4 AND 44.5.5. 44.5.3 HEIGHT- THE SINK SHALL BE CAPABLE OF BEING RELOCATED VERTICALLY, IN THE FUTURE, WITHOUT REQUIRING STRUCTURAL CHANGE TO WALLS OF THE BATHROOM. A SINK WITH KNEE SPACE SHALL BE INSTALLED OR BE CAPABLE OF BEING INSTALLED, WITH AT LEAST 27 INCHES (OF CLEARANCE FROM THE FLOOR TO THE BOTTOM OF THE SINK OR COUNTER APRON. 44.5.4 KNEESPACE WIDTH- THE SINK SHALL HAVE OR BE CAPABLE OF HAVING, WITHOUT STRUCTURAL CHANGE, A KNEE SPACE OF 30 INCHES WIDTH, CENTERED ON THE SINK. 44.5.5 KNEESPACE DEPTH- THE FRONT EDGE OF THE SINK OR THE FRONT EDGE OF THE COUNTERTOP IN WHICH A SINK IS LOCATED, SHALL BE A MINIMUM OF 22 INCHES FROM THE BACK WALL OR BE CAPABLE OF BEING RELOCATED TO CREATE A SPACE 22 INCHES DEEP FROM THE BACK WALL TO THE FRONT EDGE OF THE SINK. 44.5.6 PIPING- ALL PIPING UNDER THE SINK SHALL BE OFFSET TO THE BACK WALL SO THAT PERSON IN WHEELCHAIR HAVE MAXIMUM POSSIBLE KNEE SPACE. 44.5.7 HARDWARE- FAUCETS SHALL BE OPERABLE WITH A CLOSED FIST AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. 44.6 BATHING FIXTURES 44.6.1. BATHTUBS- - TUB MATERIAL: PLASTIC OR FIBERGLASS TUBS SHALL BE STRUCTURALLY CAPABLE OF ACCEPTING THE INSTALLATION OF A LIFT THAT CLAMPS ONTO THE RIM. - FAUCETS SHALL BE OPERABLE WITH A CLOSED FIST AND SHALL NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. - FAUCETS AND MIXING VALVES SHALL BE CENTERED HORIZONTALLY ON THE LONG WALL OF THE TUB, 28 INCHES ABOVE THE FLOOR. THE TUB SPOUT SHALL BE LOCATED ON THE END WALL ABOVE THE DRAIN AND A SHOWER HEAD MAY BE LOCATED ON EITHER THE END WALL OR LONG WALL. 44.6.2 SHOWERS -THE LONG SIDE OF THE SHOWER SHALL BE OPEN. -THE SLOPE OF THE SHOWER FLOOR SHALL NOT EXCEED 2%. -THE SHOWER CURB SHALL NOT EXCEED 1/2". -ALL WALLS OF THE SHOWER SHALL BE REINFORCED TO ALLOW FOR THE FUTURE INSTALLATION OF A SHOWER SEAT AND GRAB BARS. -FAUCETS SHALL BE OPERABLE WITH A CLOSED FIST AND SHALL NOT REQUIRE PINCHING OR TWISTING OF THE WRIST. -MIXING VALVES SHALL BE CENTERED HORIZONTALLY ON THE LONG WALL. -THE CENTERLINE OF THE CONTROLS SHALL BE BETWEEN 36 INCHES AND 48 INCHES ABOVE THE SHOWER FLOOR. HAND-HELD SHOWERS -HAND-HELD SHOWER PROVIDE A HAND-HELD SHOWER HEAD WITH FLOW REGULATOR ATTACHED TO A 60 INCH LONG FLEXIBLE HOSE AND AN ADJUSTABLE MOUNTING BAR. 44.8 MIRRORS- A MIRROR OVER SINK SHALL BE INSTALLED AT OR BE CAPABLE OF BEING RELOCATED TO A HEIGHT OF 40 INCHES FROM THE BOTTOM EDGE OF THE MIRRORS REFLECTING SURFACE. THE TOP OF THE MIRROR SHALL BE AT LEAST 72" INCHES ABOVE THE FLOOR. 44.9 MEDICINE CABINETS- IF MEDICINE CABINETS ARE PROVIDED, ONE MEDICINE CABINET SHALL BE INSTALLED OR BE CAPABLE OF BEING RELOCATED SO THAT THE INSIDE BOTTOM SURFACE IS AT A HEIGHT OF 40 INCHES ABOVE THE FLOOR. IF THE MEDICINE CABINET IS ALSO THE ONLY MIRROR, THE BOTTOM OF THE MIRROR SHALL BE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. 44.10 OUTLETS AND CONTROLS- SHALL COMPLY WITH 521 CMR: 39.00: CONTROLS. 1.PROVIDE CABINETRY SHOP DRAWINGS FOR EACH KITCHEN LAYOUT. CONFIRM FINISH DIMENSIONS OF APPLIANCES TO BE INSTALLED IN THE CABINETRY. 2. PROVIDE FINISHED END AND BACK PANELS AT ALL EXPOSED LOCATIONS FOR A COMPLETELY FINISHED INSTALLATION. 3. RETURN CROWN MOLDING TRIM AT SIDES AND ENDS OF CABINETRY. 4. PROVIDE ALL NECESSARY FILLER PANELS AND TRIM FOR A COMPLETELY FINISHED INSTALLATION. COUNTERTOPS SHALL BE GRANITE AS A BASE BID WITH AN ALTERNATE PRICE SUBMITTED FOR SUBSTITUTION OF QUARTZ COUNTERTOPS. COUNTERTOP TYPE AND COLOR TO BE SELECTED BY THE OWNER. 5. CABINETRY STYLE AND COLOR TO BE SELECTED BY THE OWNER. ACCESSIBILITY - 521 CMR ARCHITECTURAL ACCESS BOARD GROUP 1 UNITS (ALL UNITS) 1. SINK BASE CABINETS SHALL BE 30" WIDE MINIMUM. 2. COOKTOP BASE CABINETS (IF USED) SHALL BE 30" WIDE MINIMUM. 3. IF A WALL OVEN IS PROVIDED, THE FLOOR OF THE WALL OVEN SHALL BE LOCATED 30" ABOVE THE FLOOR. 4. WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING WALL CABINETS AT ANY LOCATION FROM 42" TO 54" FROM THE FLOOR TO THE BOTTOM INSIDE OF THE CABINET. GROUP 2 UNITS (UNITS 8,17, AND 38) GENERAL 1. SEE NOTES FOR GROUP 1 KITCHENS ABOVE. 2. CONTROLS FOR HOOD AND GARBAGE DISPOSAL SHALL BE MOUNTED ON THE FRONT FACE OF THE COUNTER WITHIN THE ZONE OF REACH. 3. CORNER CABINETS TO HAVE BUILT-IN LAZY SUSAN. 4. CABINET HARDWARE SHALL NOT REQUIRE TWISTING,PINCHING, OR GRASPING. LOCATE CABINET HARDWARE AT TOP OF BASE CABINET DOOR AND AT THE BOTTOM OF WALL CABINET DOORS. 45.4.1 SINK CABINET IF A BASE CABINET IS PROVIDED UNDER THE SINK, IT SHALL BE REMOVABLE TO PROVIDE A KNEE SPACE THAT COMPLIES WITH 521 CMR. 45.4.2 AND 45.4.3. 45.4.2 KNEE SPACE A CLEAR KNEE SPACE SHALL BE PROVIDE OR BE CAPABLE OF BEING PROVIDED UNDER SINK, 19 INCHES DEEP AND AT LEAST 30 WIDE. 45.4.3. HEIGHT THE SINK SHALL BE CAPABLE OF BEING RELOCATED VERTICALLY IN THE FUTURE, WITHOUT STRUCTURAL CHANGE TO THE WALLS OF THE KITCHEN. 45.4.4 COUNTERTOP A COUNTER SPACE AT LEAST 15 INCHES WIDE SHALL BE PROVIDED ON ONE SIDE OF THE SINK, AT THE SAME HEIGHT AS THE SINK. THIS MAY OVERLAP WITH ONE OF THE 15 INCH SPACES REQUIRED IN 521 CMR 45.5.4. 45.4.5 SINK DEPTH SINK DEPTH: SINK BOWLS SHALL NOT EXCEED 6 1/2" INCHES IN DEPTH AND SHALL HAVE DRAINS OFFSET TO THE REAR. 45.4.6 PIPING- WATER PIPES AND DRAIN TRAPS SHALL LOCATED AS CLOSE TO THE REAR WALL OF THE KNEE SPACE AND AS HIGH OFF THE FLOOR AS POSSIBLE TO PROVIDE MAXIMUM KNEE SPACE. IF THERE IS NO BASE CABINET UNDER THE SINK, PIPES AND TRAPS SHALL BE INSULATED OR COVERED. 45.4.7. DISPOSALS IF A GARBAGE DISPOSAL HAS REMOTE SWITCH, IT SHALL BE LOCATED ON THE FRONT FACE (APRON) OF THE COUNTER LOCATED TO THE LEFT OR RIGHT OF THE SINK BUT NOT IN FRONT OF THE SINK. 45.4.8 SINK HARDWARE FAUCETS SHALL BE OPERATED BY A SINGLE LEVER. A SPRAY HOSE SHALL BE PROVIDED OR A KNOCKOUT PROVIDED ON THE SINK FOR THE FUTURE INSTALLATION OF A SPRAY HOSE. 45.5 COOKTOPS COOKTOPS SHALL BE PROVIDED AND SHALL COMPLY WITH THE FOLLOWING: 45.5.1 BASE CABINETS IF A BASE CABINET IS PROVIDED UNDER THE COOKTOP, IT SHALL BE REMOVABLE TO PROVIDE KNEE SPACE THAT COMPLIES WITH 521 CMR 45.5.2 AND 45.5.3. 45.5.2 KNEE SPACE A CLEAR KNEE SPACE SHALL BE PROVIDED OR BE CAPABLE OF BEING PROVIDED UNDER THE COOKTOP, 19 INCHES DEEP AND AT LEAST 30 INCHES WIDE. 45.5.3 HEIGHT THE COOKTOP SHALL BE CAPABLE OF BEING RELOCATE VERTICALLY IN THE FUTURE, WITHOUT STRUCTURAL CHANGE TO THE WALLS OF THE KITCHEN. 45.5.4 COUNTERTOP A COUNTER SPACE AT LEAST 15 INCHES WIDE SHALL BE PROVIDED ON ONE SIDE OF THE COOKTOP, AT THE SAME HEIGHT AS THE COOKTOP. THIS MAY OVERLAP WITH ONE OF THE 15 INCH SPACES REQUIRED IN 521 CMR 45.4.4. 45.5.5. CONTROLS COOKTOP CONTROLS SHALL BE LOCATED AT THE FRONT OR SIDE OF THE APPLIANCE. EXHAUST HOOD: IF THE CONTROLS FOR A HOOD ARE LOCATED HIGHER THAN 54 INCHES ABOVE THE FLOOR, A SWITCH SHALL BE PROVIDED AT THE FRONT FACE (APRON) OF COUNTER. KITCHEN NOTES: 45.6 OVENS ALL MICROWAVE OVENS, IF BUILT-IN, AND AT LEAST ONE CONVENTIONAL OVEN ,SHALL COMPLY WITH THE FOLLOWING: 45.6.1 HEIGHT THE FLOOR OF THE OVEN SHALL BE 30 INCHES ABOVE THE FLOOR. 45.6.2. OVEN TYPE THE OVEN SHALL BE SELF-CLEANING OR CONTINUOUS CLEANING. 45.6.3 CONTROL LOCATION OVEN CONTROLS SHALL BE LOCATED WITHIN THE ZONE OF REACH AS DEFINED BY 521 CMR. ON THE FRONT OF THE APPLIANCE (15" TO 8" A.F.F.). 45.6.4 WHERE A BOTTOM HINGED OVEN DOOR IS PROVIDED, A RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED IN THE COUNTER IMMEDIATELY ADJACENT TO THE OVEN DOOR. WHERE A SIDE-HINGED OVEN IS PROVIDED, THE RETRACTABLE "BREAD BOARD" TYPE SHELF SHALL BE PROVIDED DIRECTLY UNDER THE OVEN. 45.7 WALL CABINETS WALLS SHALL BE CAPABLE OF STRUCTURALLY SUPPORTING WALL CABINETS SO THAT THE INSIDE BOTTOM SURFACE OF THE CABINET IS CAPABLE OF BEING LOCATED BETWEEN 42 INCHES AND 54 INCHES ABOVE THE FLOOR. 45.8 BASE CABINETS 45.8.1 EACH CABINET SHALL BE CAPABLE OF BEING REMOVED TO PROVIDED CLEAR KNEE SPACE FOR PERSONS USING WHEEL CHAIRS. 45.8.2 CORNERS CABINETS LOCATED AT THE INSIDE CORNER OF AN L-SHAPED COUNTER SHALL HAVE OR BE CAPABLE OF PROVIDING A BUILT-IN LAZY SUSAN. 45.8.3 DRAWERS AT LEAST ONE BASE CABINET SHALL PROVIDE A DRAWER OR DRAWERS. 45.9 CABINET HARDWARE 45.9.1 TYPE OPENING DEVICE SHALL NOT REQUIRE TWISTING, PINCHING OR GRASPING TO OPERATE. 45.9.2 LOCATION CABINET OPENING DEVICES SHALL BE LOCATED AT THE TOP OF THE BASE CABINET DOORS AND AT THE BOTTOM OF WALL CABINET DOORS. 45.10 REFRIGERATORS WHEN THE REFRIGERATOR IS PROVIDED WITH THE UNIT, IT MAY BE COMBINATION REFRIGERATOR-FREEZERS WITH TWO DOOR SIDE BY SIDE, OR MAY BE TWO DOOR FREEZER - ABOVE - THE REFRIGERATOR UNITS, PROVIDE THE FLOOR OF SUCH FREEZER IS NO HIGHER THAN 44 INCHES ABOVE THE FLOOR, AND SHALL BE SELF-DEFROSTING. 45.10.1 LOCATION THE REFRIGERATOR SHALL BE LOCATED SO THAT ITS DOORS ARE CAPABLE OF BEING OPENED 180 DEGREES AND SO THAT IT MEETS MINIMUM CLEAR FLOOR SPACE AND ZONE OF REACH REQUIREMENTS IN 521 CMR 6.3, WHEELCHAIR TURNING SPACE, 521 CMR 6.5, FORWARD REACH AND 251 CMR 6.6, SIDE REACH. 45.10.2 COUNTERSPACE A COUNTER SPACE AT LEAST 15 INCHES WIDE SHALL BE PROVIDED ON ONE SIDE OF THE REFRIGERATOR. 45.11 OUTLETS AND CONTROLS SHALL COMPLY WITH THE APPLICABLE PARTS OF 521 CMR 39.00: CONTROLS PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:37 PM BA T H R O O M S A N D K I T C H E N N O T E S 23-135 06-20-2025 DK WC A28 REV. DATE DESCRIPTION D W REF. DW RE F . DN 1275 SF UNIT 201 - TWO BEDROOMS WALK-IN CLOSET BEDROOM H H H A A A A 102 102 003 002 002 002 002 005 006 005 3 3 A 3 2 2 2 1 1 1 1 1 2 1 009 3 002 PRIMARY BATH BARHRM. 1 4' - 7"11' - 8" 3' - 1 0 " 17 ' - 4 " 7' - 2 " 3' - 2 " 8' - 7 " 4' - 7 " 2' - 6 " 8' - 3 " 8' - 9 " 4' - 2 " 5' - 1 " 5' - 3 " 15 ' - 8 " 10 ' - 7 " 19 ' - 9 " 2' - 1 1 " 13 ' - 1 1 " 3' - 1 0 " 12 ' - 3 " 6' - 3 " 3' - 9" 14' - 2"4' - 6" 2' - 1" 4' - 3" 15' - 4"3' - 3" 8' - 8"4' - 0" 6' - 6"9' - 9"9' - 0" 12' - 8"6' - 6"15' - 0" 8' - 1 " 16 ' - 8 " 7' - 0 " 16 ' - 4 " 11' - 1"17' - 2" 14 ' - 1 " 23 ' - 6 " 23' - 9"8' - 0"3' - 4" 48 ' - 2 " 28' - 3" 37 ' - 7 " 35' - 1" 3 3 3 5' - 0 " 5' - 0 " 3' - 5 " 4' - 1 1 " 5' - 2 " 3' - 5" 3' - 4" 6' - 5" 3' - 8" 3' - 5" 3' - 7"8' - 0"3' - 4" 2' - 1 1 " 5 ' - 2 " 3' - 10" CM CM CM PRIMARY BEDROOM BEDROOM 827 SF UNIT 202 - ONE BEDROOM H H A A 102 1 003 1 002 2 2 002 002 009 3 3 1 005 15' - 4"24' - 5" 12' - 7"5' - 2"22' - 1" 13 ' - 8 " 2' - 5 " 6' - 4 " 8' - 9"5' - 2"8' - 10"5' - 1"8' - 2" 3' - 1 0 " 8' - 6 " 3' - 9 " 6' - 3 " 16' - 1"9' - 0"15' - 8" 40' - 8" 23 ' - 4 " 3' - 9"36' - 11" 23 ' - 4 " 23 ' - 4 " 40' - 8" 2' - 11" 3' - 4" 3' - 10" 6' - 0"9' - 0"4' - 0" 3' - 10" 3' - 4" 4' - 6" 12' - 7"24' - 4" CM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:37 PM 20 1 , 3 0 1 , 4 0 1 , 2 0 2 , 3 0 2 A N D 4 0 2 EN L A R G E D U N I T P L A N S 23-135 06-20-2025 DK WC A29 REV. DATE DESCRIPTION 1/4" = 1'-0"1 201, 301, 401 ENLARGE UNITS PLAN 1/4" = 1'-0"2 202, 302, 402 ENLARGE UNIT PLAN D W REF. RE F . DW REF. REF. RE F . D W MASTER BEDROOM BEDROOM 1437 SF UNIT 203 - TWO BEDROOMS CLOSET DEN 13' - 6"14' - 3" H H H H A A A 102 3 1 1 002 002 003 002 004 005 004 002 006 2 2 2 2 2 1 1 1 009 3 3 35' - 1" 9' - 7 " 14 ' - 9 " 1' - 10" 4' - 11"7' - 5"9' - 11"5' - 3"7' - 10" 4' - 1 " 15 ' - 1 " 3' - 6 " 7' - 0 " 2' - 9 " 14 ' - 9 " 9' - 9 " 14 ' - 9 " 27' - 9" 44 ' - 0 " 8' - 3 " 12 ' - 9 " 2' - 4 " 8' - 1 0 " 19 ' - 2 " 4' - 1 " 48 ' - 2 " 14' - 7"12' - 3" 8' - 8"5' - 11" 4' - 5"7' - 10" 9' - 11" 22 ' - 8 " 15 ' - 1 " 28 ' - 0 " 3' - 2 " 3' - 1 0 " 3' - 4 " 8' - 1 0 " 3' - 4 " 3' - 1 1 " 3' - 4 " 3' - 1 0 " 2' - 4 " 3' - 4" 3' - 10" 3' - 4" 3' - 1" 3' - 0 " 22 ' - 3 " 25 ' - 3 " 22 ' - 1 0 " 4' - 6 " 3 ' - 9 " CM CM CM CM 1696 SF UNIT 204 - TWO BEDROOMS PRIMARY BEDROOM BEDROOM CLOSET HG H I H G H H G A A A A A 002 003 2 1 1 1 1 1 2 2 1 002 004 005 002 002 009 2 002 3 3 3 16' - 0"2' - 10" 7' - 3"3' - 4"8' - 0" 2 8 . 4 4 ° 28. 5 5 ° 12' - 1"2' - 8"7' - 4"8' - 0"6' - 4" 8' - 9 " 10' - 7" 9' - 1"5' - 7" 7' - 5" 10 ' - 7 " 18 ' - 4 " 10 ' - 6 " 6' - 6 " 6' - 6 " 2' - 4 " 9' - 0 " 4' - 0 " 8' - 1 0 " 22 ' - 4 " 22' - 1"14' - 4" 14' - 9"7' - 4"9' - 1"5' - 3" 15 ' - 1 " 4' - 9 " 7' - 2 " 17 ' - 1 " 4' - 3"11' - 1"19' - 3"2' - 9" 45 ' - 2 " 11 ' - 2 " 5' - 1 0 " 3' - 5 " 4' - 8 " 6' - 7 " 3' - 7 " 3' - 4 " 3' - 7 " 15 ' - 1 " 11 ' - 1 1 " 17 ' - 7 " 58 ' - 1 " 37' - 5" 37' - 5" CM CM CM CM CM 17' - 0"10 ' - 1 0 " Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:38 PM 20 3 , 3 0 3 , 4 0 3 , 2 0 4 , 3 0 4 A N D 4 0 4 EN L A R G E D U N I T P L A N S 23-135 06-20-2025 DK WC A30 REV. DATE DESCRIPTION 1/4" = 1'-0"1 203, 303, 403 ENLARGE UNIT PLAN 1/4" = 1'-0"2 204, 304, 404 ENLARGE UNIT PLAN DW RE F . D W D W REF. PRIMARY BEDROOM BEDROOM 1398 SF UNIT 205 - TWO BEDROOMS CLOSET DEN CLOSET 38' - 6" HH A A 102 3 3 3 3 003 002 002 006 009 008 1 1 2 2 1 1 002 002 2 1 2 1 005 1 15' - 8"2' - 3" 25' - 6"8' - 6" 7' - 10"6' - 5"11' - 3"8' - 6" 11 ' - 2 " 5' - 1 0 " 8' - 1 0 " 18 ' - 4 " 3' - 3" 3' - 4" 4' - 7" 3' - 11" 5' - 9"5' - 9"5' - 0" 3' - 4" 3' - 8" 45 ' - 2 " 12' - 2"6' - 9"16' - 0" 34' - 11" 6' - 9 " 21 ' - 8 " 16 ' - 1 0 " 14' - 3"12' - 1"7' - 8" 14' - 3"12' - 1"11' - 3" 6' - 9 " 10 ' - 3 " 8' - 1 0 " 18 ' - 4 " 12 ' - 3 " 4' - 7 " 2' - 0 " 2' - 8 " 16 ' - 0 " CM CM CM CMCM PRIMARY BEDROOM 1364 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET H H HH A A 102 009 3 3 005 2 004 002 006 2 3 2 2 2 005 002 002 003 1 1 1 3 1 2' - 3"13' - 10" 6' - 3 " 9' - 1"2' - 10" 6' - 7"10' - 0" 14 ' - 9 " 6' - 8 " 6' - 5 " 2' - 0" 9' - 1"3' - 9" 5' - 8" 4' - 3"7' - 9" 14' - 9"12' - 1" 16 ' - 7 " 2' - 6 " 16 ' - 1 0 " 14 ' - 9 " 2' - 0 " 4' - 5 " 6' - 2 " 0' - 9 " 16 ' - 1 " 14 ' - 9 " 6' - 5 " 6' - 2 " 16 ' - 1 0 " 16' - 0"3' - 7" 5' - 6" 3' - 4" 4' - 8" 1' - 9" 6' - 1" 3' - 7" 2' - 11" 27' - 9" 7' - 3 " 21 ' - 8 " 16 ' - 4 " 45' - 4"6' - 0" 2' - 4 " 3 ' - 1 0 " 3 ' - 4 " 3 ' - 1 0 " 8' - 9 " 3' - 1 0 " 3 ' - 4 " 3 ' - 1 0 " 4 ' - 0 " 8' - 3 " 45 ' - 2 " 45 ' - 2 " CM CM CM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:39 PM 20 5 , 3 0 5 , 4 0 5 , 2 0 6 , 3 0 6 A N D 4 0 6 EN L A R G E D U N I T P L A N S 23-135 06-20-2025 DK WC A31 REV. DATE DESCRIPTION 1/4" = 1'-0"1 205, 305, 405 ENLARGE UNIT PLAN 1/4" = 1'-0"2 206, 306, 406 ENLARGE UNIT PLAN REF. REF. D W REF. REF. D W 1084 SF UNIT 501- THREE BEDROOMS BEDROOM PRIMARY BEDROOM BEDROOM H H H H H H H 1 002 002003 1 B B 102 1 102 004 1 B 002 002 1 005 005 2 2 002 009 B 3 3 2 3 006 2 3 4' - 5 " 14' - 9" 3' - 9" 12' - 2"2' - 7" 3' - 9" 12' - 1"8' - 10"15' - 3"4' - 1" 9' - 9 " 4' - 5 " 1' - 1 1 " 11 ' - 0 " 5' - 1 " 2' - 9 " 11 ' - 0 " 7' - 3"13' - 8"10' - 4"9' - 0" 9' - 9 " 6' - 4 " 12' - 2"6' - 4" 3 2' - 4 " 9' - 6 " 5' - 4 " 2' - 8 " 4' - 7 " 26' - 7" 10 ' - 4 " 5' - 1 1 " 5' - 1 1 " 9' - 1 0 " 3' - 5 " 3 ' - 8 " 39 ' - 1 " 4' - 0" 3' - 5" 5' - 2" 2' - 6" 3' - 5" 3' - 0" 2' - 5" 5' - 2" 5' - 2"7' - 0" 41' - 2" 17 ' - 0 " 5' - 5 " 16 ' - 8 " 7' - 0"14' - 9" 2' - 8 " 2 ' - 8 " 25' - 8" 12' - 7"8' - 10"19' - 10" CM CM CM CM 1225 SF UNIT 502- THREE BEDROOMS PRIMARY BEDROOM BEDROOM BEDROOM H H H H H H H 3 009 3 005 13 005 1 2 005 002 002 1 002 002 1 1 003 1 B 102 2 004 1 002 3 2 006 2 4' - 1"15' - 9"8' - 4"12' - 1" 4' - 3 " 1' - 1 1 " 4' - 1" 5' - 3" 10' - 9"8' - 4"4' - 10"7' - 3"9' - 1" 6' - 3"20' - 5" 3' - 9"22' - 11" 7' - 1"4' - 7" 11 ' - 0 " 5' - 3 " 9' - 3 " 5' - 3 " 2' - 6 " 2' - 8 " 2' - 3 " 9' - 9 " 6' - 4 " 7' - 0"5' - 2" 5' - 2"5' - 4" 3' - 5"8' - 1"3' - 5" 3' - 8" 20' - 4"8' - 4"12' - 7" 41' - 2" 4' - 1 " 3' - 4 " 10 ' - 8 " 5' - 2 " 5' - 2 " 3' - 5 " 4' - 2 " 3' - 3 " 39 ' - 1 " 27' - 7" 19 ' - 5 " 2' - 8 " 13' - 7" 17 ' - 0 " 22 ' - 1 " 39 ' - 1 " CM CM CM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:39 PM 50 1 A N D 5 0 2 E N L A R G E D U N I T PL A N S 23-135 06-20-2025 DK WC A32 REV. DATE DESCRIPTION 1/4" = 1'-0"1 501 ENLARGE UNIT PLAN 1/4" = 1'-0"2 502 ENLARGE UNIT PLAN D W REF. D W REF. RE F . D W REF. RE F . REF. D W 875 SF UNIT 503 - TWO BEDROOMS PRIMARY BEDROOM BEDROOM 37 ' - 1 0 " H H HH 009 006 2 1 003 002 2 006 2 2 005 2 002 002 1 1 002 003 1 102 B B 3 005 1 7' - 1"4' - 5"15' - 2" 10 ' - 4 " 2' - 6 " 4 ' - 1 " 1 ' - 9 " 3 ' - 1 " 5' - 3 " 4 ' - 1 " 5 ' - 1 0 " 11' - 7"10' - 4" 6' - 5"5' - 3"10' - 4" 4' - 3" 2' - 2" 5' - 3" 4' - 1" 6' - 2" 7' - 4"3' - 9"15' - 6" 21 ' - 1 1 " 15 ' - 1 1 " 27' - 7" 19 ' - 1 0 " 2' - 7 " 14 ' - 5 " 2' - 8 " 13 ' - 3 " 21 ' - 1 1 " 37 ' - 1 0 " 2' - 11" 3' - 7" 3' - 0" 6' - 5" 3' - 0" 4' - 0" 12' - 1"10' - 10" 22' - 11" 2' - 9 " 6 ' - 1 " 3 ' - 5 " 9' - 9 " 5' - 1 " 3 ' - 5 " 4 ' - 2 " 3 ' - 3 " CM CM CM 974 SF UNIT 504 - TWO BEDROOMS BEDROOM PRIMARY BEDROOM HH 3 003 1 1 002 2 006 002 2 3 009 005 1 005 2 2 0062 002 102 002 1 003 1 32 ' - 9 " 28' - 7" 10 ' - 4 " 22 ' - 5 " 33' - 5" 10' - 4"10' - 5"11' - 8" 11 ' - 2 " 6' - 9 " 2' - 6 " 11 ' - 4 " 4' - 9 " 5' - 5 " 4' - 6 " 2' - 1 " 2' - 6 " 12 ' - 7 " 6' - 4" 4' - 0"10' - 5"7' - 7"4' - 2" 8' - 7"14' - 11"9' - 0" 24' - 1"1' - 2"2' - 4" 2' - 4" 3' - 4" 3' - 4" 7' - 0"9' - 8"3' - 0" 4' - 8" 10' - 10"10' - 5"12' - 2" 14' - 6"14' - 1" CM CM CM CM 934 SF UNIT 505 - TWO BEDROOMS BEDROOM PRIMARY BEDROOM H H H H H 3 009 002 005 1 005 2 006 006 2 2 2 002 002002 1 1 003 003 1 B B 102 B 1 3 3 22 ' - 5 " 6' - 2 " 8' - 3 " 4' - 1 1 " 5' - 8 " 3' - 1 " 3' - 1 " 5' - 1 0 " 14 ' - 5 " 4' - 1 1 " 2' - 5 " 5' - 3 " 1' - 0 " 3' - 0 " 5' - 1 0 " 6' - 2 " 8' - 3 " 10' - 11"2' - 5" 5' - 11" 6' - 5" 15' - 3"4' - 0" 2' - 2" 4' - 3" 15' - 3"4' - 0" 6' - 5" 37 ' - 1 0 " 26' - 7" 8' - 6"7' - 4"3' - 5"7' - 6" 10 ' - 3 " 5' - 3 " 5' - 1 " 5' - 1 1 " 11 ' - 3 " 14 ' - 1 1 " 22 ' - 1 1 " 37 ' - 1 0 " 2' - 5 " 35 ' - 4 " CM CM CM 1 0 ' - 1 " 6' - 9" Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:40 PM 50 3 , 5 0 4 A N D 5 0 5 E N L A R G E D U N I T PL A N S 23-135 06-20-2025 DK WC A33 REV. DATE DESCRIPTION 1/4" = 1'-0"1 503 ELARGE UNIT PLAN 1/4" = 1'-0"2 504 ENLARGE UNIT PLAN 1/4" = 1'-0"3 505 ENLARGE UNIT PLAN W D RE F . REF. WD BEDROOM PRIMARY BEDROOM 1392 SF PENTHOUSE - 101 22' - 8" BEDROOM CL. KJK K K K K K 009 3 3 002 002 3 2 002 2 1 008 3 102B 1 2 005 002 102 003 1 1 002 1 002 102 B 102 14' - 8"15' - 4"5' - 3" 26 ' - 7 " 7' - 4 " 2' - 5 " 2' - 0 " 3' - 1 0 " 12 ' - 4 " 10 ' - 8 " 4' - 5 " 3' - 1 0 " 12 ' - 4 " 17 ' - 8 " 5' - 6 " 12' - 11"8' - 9" 7' - 3"4' - 0" 5' - 7" 4' - 4" 4' - 7"9' - 0" 11' - 3"5' - 7"8' - 11"9' - 0" 6' - 4 " 6' - 7 " 12 ' - 6 " 30' - 6" 26 ' - 5 " 5' - 1 0 " 16 ' - 8 " 6' - 6 " 55 ' - 5 " 8' - 10"4' - 2" 35' - 8" 6' - 0" 4' - 0"10' - 11"5' - 3"9' - 6" 2' - 8 " 4 ' - 6 " 5 ' - 8 " 11 ' - 6 " 6' - 7 " 5' - 6 " 9' - 2 " 4' - 6 " 5 ' - 6 " 2' - 9" 3' - 0" 4' - 4" 6' - 0" 4' - 0" 2' - 8" CM CM CM CM BEDROOM PRIMARY BEDROOM 1543 SF PENTHOUSE - 102 BEDROOM CLOSET K K K K K J KK 009 002 002 3 2 2 3 1 008 102 B 1 B 005 2 002 1 003 102 1 002 002 1 002 2 B 102 102 3 5' - 3"15' - 3"14' - 3" 6' - 4 " 6' - 7 " 12 ' - 6 " 10 ' - 7 " 3' - 3 " 4' - 1 1 " 12 ' - 6 " 5' - 3" 3' - 9" 4' - 7" 4' - 4"5' - 7" 4' - 0"7' - 3" 9' - 0"4' - 7" 4' - 4" 5' - 7"11' - 3" 23 ' - 0 " 3' - 7 " 7' - 4 " 2' - 5 " 5' - 1 0 " 12 ' - 4 " 21' - 2" 9' - 9" 26 ' - 5 " 5' - 1 0 " 23 ' - 3 " 55 ' - 5 " 35' - 8" 4' - 4"9' - 2"22' - 2" 2' - 7" 4' - 0" 5' - 6" 4' - 4" 3' - 0" 2' - 10" 5' - 6 " 4' - 0 " 9' - 8 " 5' - 5 " 6' - 7 " 11 ' - 9 " 5' - 5 " 4' - 1 " 3' - 0 " 9' - 9"5' - 3"10' - 8"4' - 0" 6' - 0" CM CM CM CM CM Room name 150 SF 101 1i 1t R @ 7 1/2"20 CM ROOM NAME DOOR TAG WALL TAG WINDOW TAG STAIR TAG SMOKE DETECTOR CARBON MONOXIDE PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. GENERAL NOTE: 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T e l : 6 1 7 - 2 8 2 - 0 0 3 0 1/4" = 1'-0" 8/11/2025 2:17:41 PM PH - 1 0 1 A N D 1 0 2 E N L A R G E D U N I T PL A N S 23-135 06-20-2025 DK WC A34 REV. DATE DESCRIPTION 1/4" = 1'-0"1 PH - 101 ENLARGE UNIT PLAN 1/4" = 1'-0"2 PH - 102 ENLARGE UNIT PLAN GE N E R A L N O T E S S0.1 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : 08 / 2 7 / 2 5 re v i s i o n s : BS M seal: 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 GE N E R A L N O T E S S0.1A dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : 08 / 2 7 / 2 5 re v i s i o n s : BS M seal: 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 IBC 2021 TABLE 1705.2.3 REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. Installation of open-web steel joists and joist girders. a. End connections - welding or bolted. b. Bridging - horizontal or diagonal. 1. Standard bridging. 2. Bridging that differs from the SJI specifications listed in Section 2207.1. - - - x x x IBC 2021 TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1. Inspect reinforcement, including prestressing tendons, and verify placement. 2. Reinforcing bar welding: a. Verify weldability of reinforcing bars other than ASTM A706; b. Inspect single-pass fillet welds, maximum 5 16"; and c. Inspect all other welds. 3. Inspect anchors cast in concrete. 4. Inspect anchors post-installed in hardened concrete members. a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. b. Mechanical anchors and adhesive anchors not defined in 4.a. 5. Verify use of required design mix. 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. 7. Inspect concrete and shotcrete placement for proper application techniques. 8. Verify maintenance of of specified curing temperature and techniques. 9. Inspect prestressed concrete for: a. Application of prestressing forces; and b. Grouting of bonded prestressing tendons. 10. Inspect erection of precast concrete members. 11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. x x x x x x x x x x x x x x x x - - - - - - - - IBC 2021 TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTIONTYPE 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. 2. Verify excavations are extended to proper depth and have reached proper material. 3. Perform classification and testing of compacted fill materials. 4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly. - - - - x x x x x - STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS 2021 INTERNATIONAL BUILDING CODE IBC 2021 TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTIONTYPE 1. Verify element materials, sizes and lengths comply with the requirements. 2. Determine capacities of test elements and conduct additional load tests, as required. 3. Inspect driving operations and maintain complete and accurate records for each element. 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element. 5. For steel elements, perform additional special inspections in accordance with Section 1705.2. STATEMENT OF SPECIAL INSPECTIONS NOTES: This Statement of Special Inspections is in accordance with Section 1704 of the 2021 International Building Code (referenced here forth as Code). It includes a Schedule of Special Inspection Services applicable to the Project. If applicable, it included Requirements for Seismic Resistance and/or Requirements for Wind Resistance. The Owner shall employ one or more qualified Special Inspectors to perform this work. Prior to the start of construction, Special Inspector(s) shall provide written documentation to the Building Official demonstrating the competence and relevant experience or training of the Special Inspectors who will perform the Special Inspections and tests during construction. The Special Inspector(s) shall keep records of Special Inspections and tests. The Special Inspector(s) shall submit reports of Special Inspections and tests to the Building Official and to the Registered Design Professional in Responsible Charge. Reports shall indicate that work inspected or tested was or was not completed in conformance to approved Construction Documents. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If they are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A final report documenting required special inspections and tests, and corrections of any discrepancies noted in the inspections or tests, shall be submitted at a point in time agreed upon prior to the start of work by the Owner or the Owner's authorized agent to the Building Official. The Special Inspection program does not relieve the Contractor of responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. The construction or work for which Special Inspection or testing is required shall remain accessible and exposed for Special Inspection or testing purposes until completion of the required Special Inspections or tests. See specifications for additional testing requirement. Where conflicts occur, the most stringent requirement shall control. INSPECTION OF FABRICATORS: Where fabrication of structural, load-bearing or lateral load-resisting members or assemblies is being conducted on the premises of a fabricator's shop, Special Inspection of the fabricated items shall be required in accordance with Section 1704.2 of the Code and as required elsewhere in the Code. INSPECTION OF WELDING: Welding inspection shall be in compliance with AWS D1.1. The asis for welding inspector qualification shall be AWS D1.1. INSPECTION OF STRUCTURAL STEEL: Special Inspections and nondestructive testing of structural steel elements in buildings, structures and portions thereof shall be in accordance with the quality assurance inspection requirements of AISC 360. INSPECTION OF COLD-FORMED STEEL DECK: Special Inspections and qualification of welding Special Inspectors for cold-formed steel floor and roof deck shall be in accordance with the quality assurance inspection requirements of SDI QA/QC. INSPECTION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS: Special Inspections of open-web steel joists and joist girders in buildings, structures and portions thereof shall be in accordance with Table 1705.2.3. INSPECTION OF CONCRETE CONSTRUCTION: Special Inspections and tests of concrete construction shall be performed in accordance with Section 1705.3 of the Code and with Table 1705.3. Special Inspections of welding and qualifications of Special Inspectors for reinforcing bars shall be in accordance with the requirements of AWS D1.4 for Special Inspection and of AWS D1.4 for Special Inspector qualification. In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in Chapter 19 and 20 of ACI 318, the Building Official shall require testing of materials in accordance with the appropriate standards and criteria for the material in Chapters 19 and 20 of ACI 318. INSPECTION OF STRUCTURAL MASONRY: Special Inspections and tests of masonry construction shall be performed in accordance with the quality assurance program requirements of TMS 402-ACI 530/ASCE 5 and TMS 602/ACI 530.1/ASCE 6 Level B Quality Assurance program requirements. INSPECTION OF WOOD CONSTRUCTION: Special Inspections of prefabricated wood structural elements and assemblies shall be in accordance with Section 1704.2.5 of the Code. Special Inspections of site-built assemblies shall be in accordance with Section 1705.5 of the Code. INSPECTION OF SOILS: Special Inspections and tests of existing site soil conditions, fill placement and load-bearing requirements shall be performed in accordance with Section 1705.6 of the Code and Table 1705.6. The approved geotechnical report and the Construction Documents prepared by the Register Design Professionals shall be used to determine compliance. During fill placement, the Special Inspector shall verify that proper materials and procedures are used in accordance with the provisions of the approved geotechnical report. 6. For concrete elements and concrete-filled elements, perform tests and additional special inspections in accordance with Section 1705.3. 7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge. x x x x - - - - - - - - - - IBC 2021 TABLE 1705.8 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTIONTYPE 1. Inspect drilling operations and maintain complete and accurate records for each element. 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes. 3. For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3. x x - - - - IBC 2021 SECTION 1705.2.1; AISC 360-10 CHART STRUCTURAL STEEL TYPE 1. Fabricator Certification/ Quality Control Procedures (See IBC 2021 section 1704.2.5.1) 2. Material Certification (See AISC 360-10 Chapter N, Section N3.2) 3. Open Web Steel Joists 4. Bolting (See AISC 360-10 Tables N5.6-1, N5.6-2, and N5.6-3) 5. Welding (See AISC 360-10 Tables N5.4-1, N5.4-2, and N5.4-3) 6. Shear Connectors (See AISC 360-10 Table N6.1) 7. Structural Details 8. Metal Deck (See AISC 360-10 Table N6.1) 9. Special Inspection Coordinator a. Verify that the fabricator maintains detailed fabrication and quality control procedures that provide a basis for inspection control of the workmanship and the fabricator's ability to conform to approved construction documents and referenced standards. Review the procedures for completeness and adequacy relative to the code requirements for the fabricator's scope of work. (IBC 2021 section 1704.2.5.1) Alternatively, for the AISC Certified Fabricators, obtain current evidence that fabricator is exempt from Special Inspections as provided for in IBC 2021 Section 1704.2.5. SCOPE a. Review mill certificates for steel and ASTM certificates for bolts and weld material. b. Review material certifications for bolts, nuts, and washers. c. Review material certificates for weld fill materials. d. Review material certificates for shear connectors. a. (Not Applicable) a. Review bolting operation and proper pretensioning of bolts utilized. b. Review fastener ASTM identification markings. a. Field inspection of installed connectors a. Review field installation of steel for conformance with Contract Documents. a. Review welder's certifications. Test critical welds with non-destructive methods for AWS compliance. a. Field inspection of installed deck and connection to structure and side lap connections. a. Observe work prior to decking installation and when nearly complete for conformance to the Contract Documents. Independently verify the items specified in this Statement of Special during site observations. NOTE: SEE IBC2021, CHAPTER 17 & AISC 360-10 SECTION N FOR ADDED INFORMATION -- -- TE S T I N G & I N S P E C T I O N S0.1B dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : 08 / 2 7 / 2 5 re v i s i o n s : BS M seal: 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y RE Q U I R E M E N T S PE R M I T S E T 08 / 2 7 / 2 5 8 (UNLESS SHOWN OTHERWISE ON DRAWINGS) Fy=60000 PSI BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BARS OTHER BARS 21 3 4 5 6 21 3 5 6 16" 16" 16" 16" 16" 16"18" 18" 18" 18" 18" 18" 24"24"24"24"24"26" 40" 32" 30" 30" 30" 30" 57" 45" 40" 36" 36" 36" 77" 62" 54" 43" 42" 42" 102" 81" 71" 57" 51" 48" 55"64"72"90"103"129" 163" 131" 114" 92" 82" 65" 80"100"112"140"160"200" 20" 19" 19" 19" 19" 19" 31" 25" 23" 23" 23" 23" 44" 35" 31" 28" 28" 28" 33"33"33"42"48"59" 78" 63" 55" 44" 39" 37" 99" 79" 69" 56" 50" 42" 126" 101" 88" 70" 63" 50" 62"77"86"108"123"154" f = 4000 PSI,NORMAL WEIGHT CATEGORY 4 CATEGORY CATEGORY STRUCTURAL ELEMENT CONCRETE COVER ALL OTHERS DIA b bDIA b2DIA DIAb DIAb CATEGORY ACCORDING TO CENTER-TO-CENTER BAR SPACING 2DIA b b b bb b b 3DIA 3DIA 4DIA 4DIA 6DIA 6DIA DIA b TYPICAL ABBREVIATIONS 1 11 2 1 1 11 2 1 1 3 3 3 5 3 5 6 4 6 = EQUAL TO OR LESS THAN = GREATER THAN = EQUAL TO OR GREATER THAN = LESS THAN = NOMINAL BAR DIAMETER BEAMS, COLUMNS, AND INNER LAYER OF WALLS OR SLABS CLASS B TENSION SPLICE HORIZ BARS STD HOOK, 1'-0" MIN 2 1 9 10 1 1 2 MIN 1 2 2 4 11 12 CONSTRUCTION JOINT (CONST JT) 5 3 MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULE MATCH SIZE AND SPACING OF SMALLER HORIZ BAR LAP OUTSIDE BARS OR PROVIDE CORNER BARS AS SHOWN. WHERE SIZES OF OUTSIDE HORIZ BARS DIFFER DETERMINE SPLICE LENGTH BY USING SMALLER SIZE STD HOOK 1'-0" MIN STD HOOK 1'-0" MIN 0" T Y P MATCH SIZE AND SPACING OF HORIZ BARS IN THIS WALL CONTINOUS KEYWAY OPTIONAL CONST JOINT INTERIOR FACE (OCCUPIED SPACE) REGLET, IF EXPOSED. FOR DETAILS SEE ARCHT DWGS. REBAR, SAME SIZE AND SPACING AS HORIZ WALL REINF X 80 DIA LONG. GROOVE, CONTINOUS OVER TOP OF WALL. SEALANT ON EXTERIOR FACE AND TOP. CAULK BELOW GRADE. T/ 6 SAW CUT 18"x 112" CONTCONTROL JT CONSTRUCTION JOINT (CJ) VAPOR BARRIER WELDED WIRE FABRIC (WWF) SEE PLANS SUPPORT WWF ON DENSE CONCRETE BLOCK AT 4'-0" OC EA DIRECTION 8" MIN GRAVEL OR CRUSHED STONE SEE SPECS #5@18" MAX ALL AROUND (TYP) TO 12" HIGH PADS UP ROUGHEN SURFACE OF SLAB, TREAT AS CONST JOINT ST R U C T U R A L SL A B THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT (HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR EQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BE SIZED AND LOCATED ACCORDING TO MANUFACTURER'S REQUIREMENTS. 6" 6" HORIZ WALL REINF 1 BAR EF TO MATCH HORIZ WALL REINF NO EXCAVATION SHALL BE MADE BELOW THIS LINE WITHOUT ADEQUATE BRACING OR PROTECTION OF THE SOIL BENEATH THE IN PLACE UPPER FOOTING. #4 CONT TYP STD HOOK #4@12" (MIN 1 BAR) #4@12" EF (MIN 1 ROW) "W""W" "H " "H " PROVIDE SHOP DRAWINGS INDICATING PROPOSED JOINT LAYOUTS. INTEGRAL EQUIPMENT PAD1'-0" MIN 11 2" 12" 3 4" 3 4" STEEL SLEEVE THRU WALL PIPE 6" MIN CRUSHED STONE AROUND PIPE PIPE SHALL NOT PASS UNDER OR THRU WALL FOOTING. LOWER FOOTING BY STEPPING TO AVOID INTERFERENCE. FILL MATERIAL SLAB ON GRADE HORIZ BARS AT CORNERS AT INTERSECTIONS EXTERIOR FACE WALL REINF EXTERIOR FACE WALL REINF INTERIOR FACE WWF VAPOR BARRIER WWF 6x6-W2.9wW2.9 #4 CONT FTG REINF FTG REINF SL = SPLICE LENGTH D MIN LOWER CONSTRUCTION UPPER FOOTING 'W" = LESS THAN 8" #4@12"#4@12" 'W" = 8" OR MORE FOR CURB "W" & "H" SEE ARCHT DWGS PIT CONTROL JOINT (CJ) WALL PIPE THRU WALL HORIZONTAL WALL REINFORCEMENT PLANS VERTICAL CONSTRUCTION JOINT IN CONCRETE WALLS VERTICAL CONTROL JOINT IN CONCRETE WALLS SLAB ON GRADE SLAB ON GRADE AT DEPRESSIONS CONCRETE EQUIPMENT PAD ELEVATION OF STEPPED FOOTING AT FOUNDATION WALL CONCRETE CURB DETAIL SLOPE BETWEEN FOOTING & ADJACENT CONSTRUCTION LAYOUT OF CONTROL, & CONSTRUCTION JOINTS IN CONCRETE SLABS ON GRADE 1. AVOID SPLICES IN REGIONS OF MAXIMUM MOMENT. IF THIS IS NOT POSSIBLE STAGGER SPLICES SO THAT NOT MORE THAN 50% OF THE BARS ARE SPLICED WITHIN A REQUIRED SPLICE LENGTH OTHERWISE INCREASE SPLICE LENGTH BY 30%. 2. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE REINFORCEMENT. WALL REINF IS CLASSIFIED AS OTHER BARS. 3. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BT 1.3. 76 D D/ 3 D/ 3 D/ 3 2" D 1'-6" LAP D 2D SE E P L A N S 20 ' - 0 " M A X 40 ' - 0 " M A X 1'-0" MIN VARIES VA R I E S 1'-0" MAX 1'-0" D SLSL SL D MIN STEP FOOTING (SF) 2' - 0 " MA X 4'-0" MIN SL T 2" 1 2" 3 4" TT3 T3 T3 SEE SPLICE SCHEDULE SE E S P L I C E SC H E D U L E 0" TYP 0" TYP SE E S P L I C E SC H E D U L E TY P I C A L D E T A I L S S0.2 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 6" BRG 2 GROUT BEAM POCKET SOLID 2-5 8"Ø x 4" LONG H.S. ANCHORS BEARING PLATE 12"x8" 3 8" MINGROUT BED 1 4 W BEAM OR HSS 8" CMU WALL STEEL BEAM PERPENDICULAR TO WALL CLEAR SPANL REINF IN LINTELS 8" WALL UP TO 4'-0" TO 5'-0" TO 6'-0" TO 7'-0" TO 8'-0" TO 9'-0" TO 9'-0" 2-#4 2-#4 2-#4 2-#5 2-#6 3-#6 END BEARING 8" 8" 8" 8" 8" 12" 1 L NOTES: 1. CONCRETE fc=3000 PSI 2. CMU fm=1500 PSI MIN DOWELS TO MATCH VERTICAL REINF VERTICAL WALL REINF #5@32" PROVIDE MIN OF 2 ADDL VERT BARS @8" OC EACH SIDE OF OPNG UNLESS NOTED OTHERWISE #9 GA WIRE @16" OC (DURO-WALL OR EQUAL)BOND BEAM REINF WITH 2-#5 CONT 75 8" 75 8" 75 8" FLOOR FLOOR LINTEL #3 SEE SCHED END BEARING 2-#3 #4@16" SEE SCHED SEE SCHED SEE SCHED SECTION ELEVATION CONC BLOCK LINTEL SPANS UP TO 5'-0" CONC BLOCK LINTEL SPANS OVER 5'-0" TO 9'-0" REINFORCED CONCRETE LINTELS & TYPICAL REINF ARRANGEMENT FOR CMU WALLS 3 1. PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGS IN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEG VERTICAL. SEE ARCHT & MECH PLANS FOR LOCATIONS. 2. PROVIDE 6" MIN BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOT OF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR. 3. WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TO ADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS. 4. WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESS SHALL BE 5 16" AND ANGLES SHALL BE HOT DIP GALVANIZED.5. WHERE WALL THICKNESS EXCEEDS 12" PROVIDE ONE ADDITIONAL ANGLE FOR EACH ADDITIONAL 4" OF WALL. STEEL ANGLE LINTEL SCHEDULE WALL THICKNESSMASONRY OPENING 3'-0" 4'-0" 5'-0" 6'-0" 9'-0" 4" WALL 6" WALL 8" WALL 12" WALL 1- ë312 x 312 x 1 4 1- ë4 x 312 x 14 1- ë5 x 312 x 14 1- ë4 x 312 x 14 1- ë6 x 312 x 3 8 2-û ë3 x 212 x 1 4 2-û ë3 x 212 x 1 4 2-û ë312 x 212 x 14 2-û ë312 x 212 x 14 2-û ë312 x 212 x 14 2-û ë312 x 312 x 14 2-û ë6 x 312 x 3 8 2-û ë4 x 312 x 1 4 2-û ë5 x 312 x 1 4 2-û ë5 x 312 x 1 4 3-û û ë6 x 312 x 3 8 3-û û ë5 x 312 x 14 3-û û ë5 x 312 x 14 3-û û ë4 x 312 x 14 3-û û ë312 x 312 x 1 4 10 " D 3" C L 6"6"WALL THICKNESS 1 1 1" CONTROL JOINT WHEN ALONG COLUMN LINES PROVIDE DOWELS WHERE WALLS ARE REINFORCED. SIZE & SPACING TO MATCH WALL REINF. GROUT CELLS SOLID. 4 2-#5 CONT SLAB ON GRADE TRENCH FOOTING UNDER CONCRETE MASONRY PARTITIONS BRACING TOP OF CMU WALL DETAIL 1" SLAB AT GRADE OR DECK SLAB TYPICAL: #5@40" OC (GROUT CELLS SOLID AT REBARS) 2-#5 CONT AT 8" CMU 2-#4 CONT AT 6" CMU BOND BEAM (ONE COURSE BELOW TOP OF WALL) CONT RESTRAINING ANGLES 5 8"Ø EXP BOLTAT 2'-0" OC 4" EMBED DETAIL WHERE RESTRAINING ANGLE ABUTS OPEN CELL NOTE: 1. FOR CMU WALL THICKNESS SEE ARCHT DWG. 2. SEE ARCHT DWGS OF PARTITIONS FOR ADDL DETAILS. CONT 14"PLATE L4x4x14 FLOOR SLAB WALL THICKNESS 3 8" MINGROUT BED 6 1 4 GROUT SOLID 12" BEARING PLATE 1" EDGE DISTANCE W BEAM OR HSS 9" MIN WALL REINF 8" CMU WALL STEEL BEAM PARALLEL TO WALL 2-5 8"Ø x 4" LONG H.S. ANCHORS 5 7 SCALE: 1" = 1'-0" 1" C O M P R E S S I B L E FI L L E R ( F I R E S T O P ) TYP REFER TO PLAN FOR SIZE BOND BEAM L6x4x12 x 1'-0" LONG @48" OC (PROVIDE AT ALL FREE ENDS & WALL INTERSECTIONS) ALTERNATE BRACING OF CMU WALLS 1" C O M P R E S S I B L E FI L L E R ( F I R E S T O P ) 2" MINIMUM MAY VARY (ADJUST LEG TO SUIT) TYP REFER TO PLAN FOR SIZE REFER TO PLAN FOR SIZE REFER TO PLAN FOR SIZE BOND BEAM BOND BEAM L6x4x12 x 1'-0" LONG @48" OC (PROVIDE AT ALL FREE ENDS & WALL INTERSECTIONS) CMU WALL VERTICAL SLOTTED HOLECMU WALLCMU WALL TYP3 L6 x TO SUIT x 12" x 1'-0" LONG @48" OC w/ 2-3 4"Ø EPOXY BOLTS @6" OC TYP L8x4x12 (LLH) x 1'-0" LONG @48" OC w/ 2-3 4"Ø EPOXY BOLTS @6" OC CMU WALL TY P I C A L D E T A I L S S0.3 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 1' - 3 " 1 1 2'-0" 2" 1' - 0 " 3 4" CONTBENTONITE WATERSTOP LAP ALL SPLICES 16" #4@12" DOWELS EF SUMP PIT: 2'-0"x2'-0" x2'-0" DEEP L2x2x1 4 STL w/2-12" EXPANCHORS (TYP 2 SIDES) 1" STEEL GRATING 3-#4 3-#4 #5@9" EW #5@9" EW 5 #4@12" EWEF #4@12" BENTONITE WATERSTOP TYP METALLIC WATERPROOFING 5" 6" 1'-0" WWF DOWELS TO MATCH CMU VERT REINF 8" CMU w/#5@24"OC V & #9 GA WIRE LADDER @16" OC H #6@9" T&B EW 5' - 0 " 1 SCALE: 1" = 1'-0" 1 1 3" 8"4" SEE DETAIL 2 ON S0.3 FOR BEAM TO WALL CONNECTION 2-#5 CONT IN BOND BM 14x3" CONT PLATE w/12Øx4" HS @16"#4ù@12" 612" 612" W BEAM, SEE PLAN FOR BEAM SIZE 2" HSS 3x2x14 - PROVIDE GAP MIDSPAN (1'-0" MAX) TO ALLOW FOR HOIST CHAIN PLACEMENT COORDINATE w/ ELEVATOR MANUFACTURER TOC EL - SEE PLAN 2-12 WWF W8 BEYOND 8" CMU w/#5@32" V HSS BEYOND 3 SCALE: 1" = 1'-0"4 SCALE: 1" = 1'-0" SEE PLAN FOR BEAM SIZE 5 16" BENT PLATE w/12"Øx4" HS @16" OC 8" CMU ELEVATOR SHAFT WALL 3 4" EXP BOLTS @24" OCIN VERT SLOTTED HOLES AT BOND BEAM SEE PLAN TYP 4-12 612" 2" 6" SEE ARCH DWGS OMIT PLATE AT ELEVATOR DOOR 2 SCALE: 1" = 1'-0" 6 SCALE: 1" = 1'-0"7 SCALE: 1" = 1'-0" 2-2x8 PT OR 2-2x12 PT LEDGER w/ 3 4"Ø EXPANSION BOLTS @16" OC INTO SOLID GROUTED CELLS JOISTS FINISH 3 4" T&G PLYWOOD FINISH 3 4" T&G PLYWOOD JOISTS 2-2x10 PT LEDGER w/ 3 4"Ø EXPANSION BOLTS @16" OC INTO SOLID GROUTED CELLS 8" CMU w/ #5@24" V + #9 GAGE WIRE LADDERS @16" OC 8" CMU w/ #5@24" V + #9 GAGE WIRE LADDERS @16" OC 2' - 0 " TY P I C A L D E T A I L S S0.4 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 3' - 0 " MA X 3' - 0 " LESS THAN 6" BUT 3" MIN RIB WIDTH 3 5 6 7 2 4 6' - 0 " M A X 11'-0" MAX 2' - 6 " 2' - 0 " NO OPENINGS IN THIS AREA NO OPENINGS IN THIS AREA WHERE APPLICABLE PROVIDE REINFORCEMENT AS REQUIRED TO SUPPORT SLAB BETWEEN INDIVIDUAL SMALLER OPENINGS ROUND OR RECTANGULAR OPENING OR RECTANGLE SURROUNDING ONE OR MORE SMALLER OPENINGS MAINTAIN RIB WIDTH OVER BEAM FLANGE 16 GAGE DECK CLOSURE AS REQD DECK MUST BE IN CONTACT WITH BEAM TO ENSURE THAT FLANGE DOES NOT FALL UNDER HIGH CELL RESULTING IN UNBRACED BEAM. FOR BEAM SIZE SEE PLANS 14" MIN SEAT ANGLEWITH MIN 3" HORIZ LEG. LENGTH OF VERT LEG DETERMINED BY DEPTH OF DEPRESSION. (TYP) DAM ALTERNATE CELLS ONLY SO THAT FLOW OF CONC CAN ENGAGE SHEAR CONNECTORS W8x10 W8x10 SPAN OF DECK W8 x 1 0 W8 x 1 0 STR STEEL MEMBER SPAN OF DECK STR STEEL MEMBER 3-#5B 3-#5B 2-#5B WWFSHEAR CONNECTOR STEEL DECK BEAM OR GIRDER WWF WWF STEEL DECK SHEAR CONNECTOR #4@18 TYP 3-6 MIN #4@18 SEE ARCHT DWGS WWF SHEAR CONNECTOR STEEL DECK BEAM OR GIRDER SE E P L A N DE P R E S S I O N SE E P L A N TYPE I TYPE II FRAMING FOR OPENINGS IN STEEL ROOF DECK (NO CONCRETE) REINFORCEMENT AT OPENINGS IN SLABS WITH COMPOSITE STEEL DECK SCHEMATIC PLAN SHOWING TYPICAL CONNECTION OF STEEL DECK STEEL DECK SPANNING PARALLEL WITH STEEL SLAB STEEL DECK AT CHANGES IN SLAB ELEVATION OR SLAB THICKNESS STEEL DECK DIRECTION CHANGE 10 ' - 0 " M A X 3'-0" MAX é4x4x3 8 é5x312x5 16 ROOF BEAM ROOF BEAM SP A N D I R E C T I O N OF R O O F D E C K é4x4x3 8 é 4x 4 x 3 8 é 4x 4 x 3 8 2 4 1 6 3 6 4 5 1 A. LOCATIONS ON STEEL DECK REQUIRING PANEL ENDS ABUTTING ENDS - EACH PANEL PANEL INTERMEDIATE SUPPORTS LAPPED ENDS - AT CENTER OF LAP LOCATIONS ON STEEL DECK REQUIRINGB. PANEL SIDES C. LOCATIONS ON STEEL DECK REQUIRING 1" SEAMWELDS OR BUTTON PUNCH @ 24" ON CENTER. PANEL SIDE LAPS PANEL SIDE WITH FILLER PIECE, FILLER-TO-PANEL AND FILLER TO SUPPORTING STEEL 1 SU P P O R T E D P A N E L SI D E ( L O N G E D G E ) SUPPORTING MEMBERS CH A N G E D DI R E C T I O N OF S P A N PANEL END-PROVIDE CLOSURE TACKWELDED OR SCREWED TO PANEL AT 2'-6" OC TYP PROVIDE FILLER PIECES FOR PANEL SIDE TO SUPPORTING STEEL WHERE PANEL HAS LESS THAN 11 2" WIDE CONTACT WITH SUPPORTING STEEL 3 4" DIA PUDDLE WELDS @12" ON CENTER: 3 4" DIA PUDDLE WELDS @12" ON CENTER: ABUTTING ENDS (OR LAPPED ENDS) PANEL WIDTH PA N E L L E N G T H (3 S P A N M I N W H E R E P O S S I B L E ) 1 2 3 4 5 6 1 NOTES: 1. AT INTERIOR AND EXTERIOR SLAB EDGES, PROVIDE #4@12T AS SHOWN WHERE DIMENSION "A" OR "B" EXCEEDS 6". DIMENSION "A" SHALL NOT EXCEED 2'-0". TYPICAL REINFORCING IN STEEL DECK SUPPORTED SLABS "B""A" TY P 1" SE E PL A N S #4@12"T 3'-0" MIN 1-#5 CONT, LAP AT CORNERS 1-#5 CONT, LAP AT CORNERS 3'-0" MIN STEEL DECK CONT CHAIRS SUPPORTING WWF REQUIRED OVER ALL BEAMS AND @4'-0" OC EW DECK CLOSURE AS REQUIRED SEE POUR STOP SCHEDULE MEMBER PERPENDICULAR TO DECK SPAN MEMBER PARALLEL TO DECK SPAN WWF 6x6-W2.9xW2.9 #4@12" T 9 DECK SUPPORT AT FOUNDATION WALL CONCRETE WALL TOP OF WALL MID WALL CONCRETE WALL STEEL DECK STEEL DECK L3x3x5 16 w/ 12"Ø x 6" LONG STUDS @12" OC L4x4x5 16 w/ 3 4"Ø THREADED RODS @18" OC. DRILL & EPOXY w/ HILTI HY200 w/ 6" EMBED. NOTE: PROVIDE AT ALL LOCATIONS WHERE STEEL ATTACHES TO WALL COUPLER WHERE BARS SHOWN 8 POUR STOP SCHEDULE POUR STOP THICKNESS < 612" SLAB2" MINIMUM BEARING OVERHANG WWF METAL DECK SL A B TH I C K N E S S MIN2-12 2-12 NOTE: TABLE INDICATES MINIMUM POUR STOP UNLESS NOTED OTHERWISE ON DETAILS 16 GAGE 12 GAGE 12 GAGE 1 4" BENT PLATE 5 16" BENT PLATE < 512" SLAB 16 GAGE 14 GAGE 12 GAGE 1 4" BENT PLATE 5 16" BENT PLATE < 4" SLAB 18 GAGE 16 GAGE 12 GAGE 1 4" BENT PLATE 5 16" BENT PLATE < 3" 3" TO 6" 6" TO 9" 9" TO 13" 13" TO 16" SLAB OVERHANG BEYOND EDGE OF FLANGE SCALE: 112" = 1'-0" TY P I C A L D E T A I L S S0.5 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 (-2 1/2")C+1"P=±20k<20k><20k> W16x31 (20) [-6 1/2"] 4 1 5 SH I M A S RE Q D BE A M E N D C O N N TO C O L U M N INDICATES NUMBER OF SHEAR CONNECTORS COLD-FORMED CAMBER AT MID-SPAN OF BEAM AXIAL FORCE + = TENSION - = COMPRESSION DEVIATION FROM TOP OF STEEL BASE ELEVATION MOMENT PLATE (PROVIDE DECK SUPPORT SEE DET 7 THIS DWG) MOMENT PLATE (PROVIDE DECK SUPPORT SEE DET 7 THIS DWG) NOTES: 1. SHEAR CONNECTION SHALL BE DESIGNED FOR THE BEAM END REACTIONS. 2. DESIGN MOMENT PLATES FOR THE FULL MOMENT CAPACITY OF THE BEAM. 2 SHEAR PLATE CONNECTOR 3 SHEAR CONN SHEAR CONN END REACTION MEMBER SIZE TYP TYP TYP TYP MOMENT PLATE MOMENT PLATE SHEAR CONN SHEAR CONN WF HSS TYP TYP TYP TYP T&B TYPE A TYPE B TYPICAL BEAM TO BEAM CONNECTIONTYPICAL BEAM TO COLUMN CONNECTION BEAM EXPLANATION DIAGRAM BEAM TO BEAM MOMENT CONNECTION TYPICAL TUBE TO TUBE CONNECTION TYPICAL TUBE TO TUBE CONNECTION BEAM TO TUBE COLUMN MOMENT CONNECTION SHOWN THUS ON PLAN SHOWN THUS ON PLAN 7 8 WHERE COLUMN IS ABOVE ALSO SEE DETAIL 8 SIM FOR COL SIZE SEE SCHEDULE OR PLANS FOR COL SIZE SEE SCHEDULE OR PLANS PLATE 12" PLATE 12" TYPICAL COLUMN CAP PLATE DETAIL TYPICAL DETAIL AT BASE PLATE OF TRANSFER BEAMS 1 4" STIFFENER PLATES 1 4" STIFFENER PLATES 6 1'-0" 12" END PLATE516" STIFF PLATE EACH SIDE TYPICAL BEAM OUT OF PAGE NOT SHOWN FOR CLARITY ℄ OF COLUMN TY P I C A L D E T A I L S S0.6 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 AT MOMENT FRAMES AT MOMENT FRAMES MOMENT CONNECTION REQUIREMENTS:1. A. MOMENT CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE DESIGNED TO DEVELOP THE FULL PLASTIC MOMENT CAPACITY OF THE MEMBER. B.MEMBER FLANGE FORCE S SHALL BE DEVELOPED USING FULL PENETRATION WELDS. C.THE BEAM TO COLUMN SHEAR CONNECTION SHALL BE DESIGNED TO DEVELOP: 1)Mp L + R WHERE BEAM IS MOMENT CONNECTED AT ONE END ONLY. 2)L 2Mp + R WHERE BEAM IS MOMENT CONNECTED AT BOTH ENDS. WHERE: Mp = PLASTIC MOMENT CAPACITY OF THE BEAM L = CENTER TO CENTER OF BEAMS R = REACTIONS DERIVED FROM GENERAL NOTE E9 ON DRAWING S001 D.COLUMN PANEL ZONE SHALL BE CAPABLE OF RESISTING THE FOLLOWING SHEAR, V: LV =L d 0.9Mp d 0.9Mp+ + ADDED DOUBLER PLATES AS REQUIRED.R R E.NOTE THAT REQUIREMENTS 1C AND 1D SHALL BE DESIGNED USING ALLOWABLE STRESSES FOR PLASTIC DESIGN PER AISC SPECIFICATION, CHAPETER N. WHERE: L RMp AND Mp = PLASTIC MOMENT CAPACITY OF LEFT AND RIGHT GIRDERS FRAMING INTO COLUMN. RLd & d = THE DEPTH OF LEFT & RIGHT GIRDERS. 1 ℄ COL ℄ COL ℄ COL DOUBLER PLATES AS REQD SHEAR PLATE OR DOUBLE ANGLES FITTED STIFFENER PLATE EACH SIDE OF COLUMN SAME SIZE AS BEAM FLANGE. TYP TOP & BOT. WHERE BEAM IN OPPOSITE DIRECTION IS MOMENT CONNECTED AND THE DIFFERENCE IN BEAM DEPTHS IS 6" OR MORE PROVIDE ADDITIONAL STIFFENER PLATES AS REQD DOUBLER PLATES AS REQD SHEAR PLATE OR DOUBLE ANGLES FITTED STIFFENER PLATE EACH SIDE OF COLUMN SAME SIZE AS BEAM FLANGE. TYP TOP & BOT. REMOVE BACKER BAR AND BACK GOUGE & REWELD TYPICAL BOTTOM FLANGES NOTE: WELDS TO HAVE MINIMUM CHARPY V-NOTCH VALUE OF 20 FT-LBS AT 40°F REMOVE BACKER BAR AND BACK GOUGE & REWELD FITTED STIFFENER PLATE EACH SIDE OF COLUMN WEB 5 16" THICKER THAN BEAMFLANGE. FITTED STIFFENER PLATE EACH SIDE OF COLUMN WEB 5 16" THICKER THAN BEAMFLANGE. 5 16 5 16 5 16 5 16 5 16 5 16 AT CANTILEVERS TYP TYP TYP COLUMN COLUMN TYP TYPICAL TOP FLANGES 3 SIDES COLUMN TYP SHEAR PLATE BEAM TO COLUMN MOMENT CONNECTION SHOWN THUS ON PLAN 2 2" MAX GAP 6" TY P 3" T Y P U N O NOTES: 1. DESIGN CONNECTIONS TO CARRY BEAM REACTIONS AS PER STRUCTURAL STEEL BEAM CONNECTION NOTE ON GENERAL NOTES. 2. NUMBER OF STUDS SHALL BE 2 PER HORIZONTAL ROW AND TOTAL NUMBER OF STUDS SHALL NOT BE LESS THAN THE FOLLOWING: BEAM SIZE # OF STUDS MAX BEAM REACTION** W8, W10 4 16k W12, W14 6 30k W16, W18 8 43k W21, W24 10 53k W27, W30 12 63k W33, W36 14 77k **IF BEAM REACTION EXCEEDS LISTED VALUE, PROVIDE #STUDS BASED ON LISTED MAX BEAM REACTION. 3. MINIMUM EDGE DISTANCE TO FREE EDGE OF CONCRETE PARALLEL TO SHEAR = 12". 4. COORDINATE STUD LOCATIONS WITH COLUMN ANCHOR RODS. ADJUST STUDS AS REQUIRED WHILE MEETING MINIMUM DISTANCES. 5. PROVIDE 8 STUD MINIMUM AT ALL BRACED FRAME BEAM CONNECTIONS. 6. SLIP CRITICAL BOLTS MAY BE USED IN LIEU OF FIELD WELDED BEAM CONNECTIONS. DESIGN BOLTED CONNECTION TO DELIVER ONLY SHEAR TO FACE OF EMBED PLATE. DETAIL AT TOP OF WALL 1'-0" CONCRETE WALL, BEAM, OR COLUMN FREE EDGE DIRECTION OF FORCE FREE EDGE 4 STUD: 26" 6 STUD: 34" 8 STUD: 48" 10 STUD: 58" 12 STUD: 70" 14 STUD: 80"PLATE 3 4"x14"xL 3 4"Ø x LONG HEADED SHEAR STUDS (2) PER HORIZ ROW @10" OC 2x WELD RETURN @TOP 3" 3 SIDES TYP DOUBLE ANGLE OR WT w/ HORIZ SLOTTED HOLES BOTT STUDS 2" MAX GAP 6" TY P 3" T Y P U N O NOTES: 1. DESIGN CONNECTIONS TO CARRY BEAM REACTIONS AS PER STRUCTURAL STEEL BEAM CONNECTION NOTE ON GENERAL NOTES. 2. NUMBER OF STUDS SHALL BE 2 PER HORIZONTAL ROW AND TOTAL NUMBER OF STUDS SHALL NOT BE LESS THAN THE FOLLOWING: BEAM SIZE # OF STUDS MAX BEAM REACTION** W8, W10 4 16k W12, W14 6 38k W16, W18 8 58k W21, W24 10 78k W27, W30 12 93k W33, W36 14 108k **IF BEAM REACTION EXCEEDS LISTED VALUE, PROVIDE #STUDS BASED ON LISTED MAX BEAM REACTION. 3. MINIMUM EDGE DISTANCE TO FREE EDGE OF CONCRETE PARALLEL TO SHEAR = 12". 4. COORDINATE STUD LOCATIONS WITH COLUMN ANCHOR RODS. ADJUST STUDS AS REQUIRED WHILE MEETING MINIMUM DISTANCES. 5. PROVIDE 8 STUD MINIMUM AT ALL BRACED FRAME BEAM CONNECTIONS. 6. SLIP CRITICAL BOLTS MAY BE USED IN LIEU OF FIELD WELDED BEAM CONNECTIONS. DESIGN BOLTED CONNECTION TO DELIVER ONLY SHEAR TO FACE OF EMBED PLATE. DETAIL IN MIDDLE OF WALL 1'-0" CONCRETE WALL, BEAM, OR COLUMN FREE EDGE DIRECTION OF FORCE FREE EDGE 4 STUD: 26" 6 STUD: 34" 8 STUD: 48" 10 STUD: 58" 12 STUD: 70" 14 STUD: 80"PLATE 3 4"x14"xL 3 4"Ø x LONG HEADED SHEAR STUDS (2) PER HORIZ ROW @10" OC 2x WELD RETURN @TOP 3" 3 SIDES TYPDOUBLE ANGLE OR WT w/ HORIZ SLOTTED HOLES BOTT STUDS FREE EDGE MIN DISTANCED TO TOP OF WALL = 24" 4-#5@6"X x4'-0" LONG ADD'L TY P I C A L D E T A I L S S0.7 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 WOOD POST BELOW 1 END POST DETAIL @LVL BEAM (REQUIRED) 9 MULTIPLE LVL NAILING & BOLTING PATTERN (UP TO 3 PILES) NOTE: 2 ROWS OF 16d NAILS @12" OC FOR 912" LVL 3 ROWS OF 16d NAILS @12" OC FOR 117 8" LVL 2 ROWS OF 12"Ø BOLTS @24" OC FOR 14" LVL (SIDE LOAD) 3 ROWS OF 12"Ø BOLTS @24" OC FOR 16" & 18" LVL 3 ROWS OF 16d NAILS @12" OC FOR UP TO 16" LVL (TOP LOAD) (TYPICAL UNLESS OTHERWISE NOTED) END BEARING DETAIL @LVL WOOD POST BELOW SIMPSON 'CC/ECC' COLUMN CAP SERIES CENTER BEARING DETAIL @LVL (REQUIRED) 3-3 4"Ø THRU-BOLTS EACH SIDE OF HANGER (PREORDER) SIMPSON HGLTV HANGERS TYP SEE PLANS FOR SIZE LVL INTERSECTION LVL BEAM SIMPSON 'CC/ECC' COLUMN CAP SERIES WOOD POST ABOVE LVL BEAM INVERTED SIMPSON COLUMN CAP 'CC/ECC' SERIES LVL BEAM LVL BEAM OR HEADER TRIMMERS STRAP PER CODE IF TOP PLATE IS NOT CONTINOUS OVER HEADER LVL BEAM LVL 2 3 8 3 4" T&G PLYWOOD SUBFLOOR W BEAM, SEE PLAN FOR SIZE FLOOR JOIST SIMPSON JOIST HANGER TYPICAL 5 FLUSH STEEL BEAM CONNECTION 2-2x NAILER w/ 12"Ø THRU-BOLTS @24" OC STAGGERED BLOCK WEB SOLID w/ 12"Ø THRU-BOLTS @24" OC STAGGERED T&B SCALE: 1" = 1'-0" 7 6" 4" 6" 4" 4" 5 16" SADDLE PLATE w/ 2-3 4"Ø THRU-BOLTS LVL OR FLITCH BEAM LVL OR FLITCH BEAM 2"2" 5 16"x14" BENT PLATE w/ 4-3 4"Ø THRU-BOLTS PROVIDE CONNECTION WHERE TYPICAL SIMPSON CONNECTOR CANNOT BE USED NOTE: FLOOR FRAMING OMITTED FOR CLARITY 1'-2" 2" LVL OR FLITCH BEAM TYPICAL LVL/FLITCH BEAM TO LVL/FLITCH BEAMSCALE: 1" = 1'-0" 6" 2-12"Ø THRU- BOLTS PLATE 3 8" BENT PLATE 1 4" 6" 2-12"Ø THRU- BOLTS BENT PLATE 1 4" 6 LVL BEAM TO HSS COLUMN CONNECTION HSS COLHSS COL OUTSIDE WITH OF BENT PLATE EQUAL OR SMALL THAN COLUMN WIDTH OUTSIDE WITH OF BENT PLATE GREATER THAN COLUMN WIDTH WEB STIFFENER AT HANGER BOTH SIDES TYP ENG. JOIST HANGER 4 LVL BEAM DETAIL@ENG. JOIST LVL BEAM 10 3-13 4"x117 8" LVL & 2-3 8"x1112" PLATES w/ 12"Ø THRU BOLTS-2 EE + @16" OC T&B FLITCH BM 2" 2" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" TY P I C A L D E T A I L S S0.8 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 SCALE: 1" = 1'-0"1 SEE ARCH FOR DIMENSION SE E A R C H F O R DI M E N S I O N MIN . S T R I N G E R DEP T H , d STAIR RUN LEDGER - SEE PLAN FOR SIZE LANDING FRAMING - SEE PLAN FOR SIZE & ORIENTATION LVL OR 2x BEAM SEE PLAN FOR SIZE FLOOR SHEATHING LRUZ-TYPE SIMPSON HANGER OR SIMILAR CONNECTION w/ 1000 LB MIN CAPACITY SEE ARCH FOR RISER & LANDING FINISHES SEE SCHEDULE BELOW FOR STAIR STRINGER SIZE PROVIDE FULL BEARING OF STRINGER ONTO HANGER SEAT TYP STAIR WALL - SEE PLAN TYPICAL STAIR STRINGER DETAIL STAIR STRINGER SCHEDULE (LL = 100 PSF) STAIR RUN STRINGER SIZE & SPACING MIN. STRINGER DEPTH, D <7'-0" 7'-0" TO 8'-0" 8'-0" TO 10'-0" 10'-0" TO 12'-0" 2-2x12@12" OC 13 4x117 8 LVL'S @12" OC 13 4x14 LVL'S @12" OC 2-13 4x14 LVL'S @12" OC 512" 512" 714" 714" STAIR STRINGER SCHEDULE (LL = 60 PSF) STAIR RUN STRINGER SIZE & SPACING MIN. STRINGER DEPTH, D <7'-0" 7'-0" TO 8'-0" 8'-0" TO 10'-0" 10'-0" TO 12'-0" 2x12@12" OC 13 4x117 8 LVL'S @16" OC 13 4x14 LVL'S @16" OC 2-13 4x14 LVL'S @16" OC 512" 512" 714" 714"EXTERIOR STAIR STRINGER SCHEDULE (LL = 60 PSF) STAIR RUN STRINGER SIZE & SPACING MIN. STRINGER DEPTH, D UP TO 8'-0" 8'-0" TO 10'-0" 2-2x12 PT @16" OC 2-2x12 PT @12" OC 512" 71 4" LEDGER - SEE PLAN FOR SIZE LANDING FRAMING - SEE PLAN FOR SIZE & ORIENTATION LVL OR 2x BEAM SEE PLAN FOR SIZE TY P I C A L D E T A I L S S0.9 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 1' - 4 " 2x4@16" OC 2-2x4 BOTTOM PLATE 4 1' - 4 " 2x6@16" OC 2-2x6 BOTTOM PLATE TYPICAL 2x4 OR 2x6 BEARING WALL PLAN ADDITIONAL POSTS AS REQUIRED CENTERED ON PLATE SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SOLID BLOCK ALL POSTS FROM ABOVE TO BEARING BELOW 116 " 2x BLOCK LOAD BEARING WALL ABOVE (STACKED OVER WALL BELOW) 2 SCALE: 1" = 1'-0" 3 BLOCKING MAY BE REQUIRED AT INTERMEDIATE BEARINGS FOR FLOOR DIAPHRAGM PER IBC IN HIGH SEISMIC AREAS, CONSULT LOCAL BUILDING OFFICAL 4463 3347 2789 2231 7013 5259 4383 3506 2x4 2x6 SIZE 12 16 19.2 24 JOIST SPACING (IN) DOUBLE SQUASH BLOCK VERTICAL LOAD (LB / FT) 1. SQUASH BLOCKS ARE TO BE IN FULL CONTACT WITH UPPER FLOOR AND LOWER WALL PLATE. 2. CAPACITIES SHOWN ARE FOR A DOUBLE SQUASH BLOCKS AT EACH JOIST, SPF OR BETTER. BEARING WALL TYPE SCHEDULE ROOF WALL TYPE "W2" THIRD FLOOR FOURTH FLOOR FIFTH FLOOR 1 2-2x6@16" OC TYPICAL 2x6 EXTERIOR WALL NOTES: A. WHERE 2x STUDS ARE REMOVED FOR MECHANICAL / ELECTRICAL PIPE, PROVIDE ADDITIONAL 2x STUD ON EACH SIDE OF PIPE. B. PROVIDE BLOCKING AT MID-SPAN PER GENERAL NOTES. C. PROVIDE BLOCKING AT ALL PANEL EDGES AT SHEAR WALLS PER WALL NOTES ON PLAN. NOTE B NOTE B NOTE B 2x6@16" oc PENTHOUSE NOTE B 2x6@16" OC 2x6@16" OC WALL TYPE "W1" ROOF THIRD FLOOR FOURTH FLOOR FIFTH FLOOR 2x6@12" OC 2x6@12" OC INTERIOR BEARING WALL NOTE B NOTE B NOTE B PENTHOUSE NOTE B 2x6@16" OC 2x6@16" OC SECOND FLOOR 2-2x6@16" OCNOTE B SECOND FLOOR 2x6@12" OCNOTE B TY P I C A L D E T A I L S S0.10 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 B D e Dw 1 2 L L1 2 6"MIN D DL DL (TYP) DL SL SL 1 2 3" L L SL 0.3L1 ℄ SUPPORTS ℄℄ ℄ END COLUMN PROVIDE #8 SPACER BAR @4'-0" OC WHERE 2 LAYERS OF REINF ARE CALLED FOR WHERE LOCATION OF COLUMN REINF AND BEAM REINF ARE IN CONFLICT MAINTAIN COL REINF POSITION AND ADJUST BEAM BARS TO AVOID CONFLICT IN TEE BEAMS WHERE MORE THAN 4 TOP BARS ARE CALLED FOR SPREAD BARS EVENLY ACROSS A WIDTH EQUAL TO THE BEAM WIDTH PLUS 6 TIMES THE SLAB THICKNESS WHERE BEAM OVERALL DEPTH IS 23" OR MORE PROVIDE #4@12" FACE REINF CONTINOUS THRUOUT BEAM LENGTH. WHERE Dw IS GREATER THAN 36" AREA OR FACE REINF SHALL NOT BE LESS THAN 10% OF AREA OF TOP OR BOT BEAM REINF PLACE TOP SLAB REINF IN SAME PLANE AS BEAM STIRRUPS NOTES: 1. PLACE TOP OR BOT BEAM REINF IN TWO LAYERS ONLY WHERE CALLED FOR IN BEAM SCHEDULE OR SECTION 2. REINF SHOWN IS DIAGRAMMATIC ONLY, SEE BEAM SCHEDULE TYPE FOR ACTUAL LOGITUDINAL AND STIRRUP REINF REQUIRED PROVIDE ONE 212" GAP BETWEEN ANY2 BARS FOR VIBRATOR ACCESS MIN CLEAR BAR SPACING: 1 BAR DIA, BUT NOT LESS THAN 1". TYP T&B REINF NOTES: 1. USE THIS DETAIL TO DETERMIN REINFORCEMENT LENGTHS. REFER TO BEAM SCHEDULE FOR QUANTITY AND SIZE OF REINFORCEMENT AND QUANTITY, SIZE, TYPE, AND SPACING OF STIRRUPS. 2. PLACE ALL BARS IN SINGLE LAYER, WITH LARGER BARS NEAREST BEAM SIDES, UNLESS NOTED UL OR LL IN BEAM SCHEDULE. 3. WHERE TOP BARS SPLICE AT MID-SPAN OF BEAM, LAP BARS A SPLICE LENGTH OF THE SMALLER BAR. 4. PROVIDE STIRRUPS THROUGHOUT BEAM LENGTH, STARTING WITHIN 2" OF SUPPORT FACE. 5. PROVIDE 1-#5 CONT STIRRUP SUPPORT BAR AT EACH CORNER OF EACH STIRRUP WHERE VER MAIN BEAM REINFORCEMENT DOES NOT PROVIDE SUPPORT. 6. DO NOT OMIT SLAB TOP REINF OPPOSITE END OF BEAM, SLAB TOP REINF SHALL LAP WITH BEAM TOP REINF AS SHOWN. 7. USE SAME DETAILS WHERE BEAMS ARE SUPPORTED ON CONCRETE WALLS OR OTHER BEAMS. 8. TERMS: L = LARGER OF TWO ADJACENT SPAN LENGTHS SL = SPLICE LENGTH FOR SMALLER BAR BEING SPLICED DL = DEVELOPMENT LENGTH 9. SEE COLUMN SCHEDULE AND DETAILS FOR COLUMN REINFORCEMENT. 10. BEAM NUMBER IS SHOWN AT LEFT SUPPORT ON PLAN, WITH BEAM VIEWED LOOKING TOWARD TOP OR LEFT SIDE OF SHEET. HOOK 50% OF TOP REINF (2 BARS MIN) 50% BOT REINF (2 BARS MIN) #4@12" CONT EF (WHERE D GREATER THAN 23") FACE OF SUPPORT STANDARD HOOK OR BEND AT EXTERIOR BEAM SEE SPLICE SCHEDULE STANDARD HOOK OR BEND AT EXTERIOR BEAM TOP REINFORCING SEE PLAN SEE PLAN TEMP REINF BOT REINFORCING SEE PLAN 3 4 5 SLAB SLAB REINF SEE NOTE 6 REM OF REINF REM OF REINF ℄ INTERIOR COLUMN .125L (MAX).125L (MAX) ONE WAY CONCRETE SLAB REINFORCEMENT CUT-OFF DIAGRAM BEAM CROSS SECTION CONCRETE BEAM REINFORCEMENT CUT-OFF DIAGRAM 1 BEAM CONSTRUCTION JOINT FRAMED SLAB CONSTRUCTION JOINT CONSTRUCTION JOINT IN CONCRETE BEAMS AND FRAMED SLABS JOINTS SHALL BE LOCATED AT POINTS OF MINIMUM SHEAR (MID-SPAN), SEESPECIFICATIONS. CONTRACTOR TO SUBMIT PROPOSED LOCATION PLANS FOR APPROVAL. 2" 3"4" D/ 3 D/ 3 D/ 3 ℄ OF SPAN ROUGHEN JOINT FACE. AMPLITUDE 14"℄ OF SPAN D BE A M D E P T H 2-#6 x 4'-0" TOP ADDL 4 ADDL STIRRUPS @3" OC. SEE BEAM SCHEDULE FOR SIZE BEAM REINF SEE BEAM SCHEDULE T/ 3 T/ 3 T/ 3 T S L A B TH I C K N E S S T/6 (3 4" MIN) BOT REINF SEE PLAN TOP REINF SEE PLAN PROVIDE #4 x 3'-0" LONG @18" OC. REQD ONLY WHERE EQUIVALENT UNINTERRUPTED TOP BARS ARE NOT PROVIDED DEPRESSION IN FRAMED CONCRETE SLAB2 SL A B DE P R E S S I O N SEE PLAN FOR REINF 1 1 T 1'-0" 1'-0" SPLICE LENGTH T T SPLICE LENGTH 50 TON PILE 3'-0"#5@16" ADDITIONAL TYPICAL FOR SLAB REINFORCING SEE PLANS REINF - SEE DETAIL 1 STD 90° HOOK TYP ALL BOT REINF DE P T H ( S E E DE T A I L 1 ) 212" CLEAR TYP 3" CL E A R 1' - 9 " M I N TOP OF PILE CAP #5@16" TYP L x W (SEE DETAIL 1) SL A B TH I C K N E S S (S E E P L A N ) GRADE BEAM BEYOND 120 TON PIF (PILE) SEE DETAIL 2 THIS DRAWING FOR DOWEL REINF FROM PILE TO CAP 3" C L E A R 212" CLEAR TYP DE P T H ( S E E DE T A I L 1 ) 4" E M B E D 1' - 9 " M I N 3" MIN REINF - SEE DETAIL 1 STD 90° HOOK TYP ALL BOT REINF 6 7 PILE CAP PLAN DETAILS ℄ COL ℄ C O L ℄ C O L 6-#4 B (UPPER LAYER) 7-#5 B (LOWER LAYER) 7-#5 BEW (3 WAYS) PC-2 DEPTH = 2'-6" PC-3 DEPTH = 2'-6" 1' - 9 " 1' - 9 " 3' - 6 " 1'-9"1'-9"1'-6"1'-6" 6'-6" ℄ COL 1' - 3 " 11 " 1' - 9 " 1' - 3 " 5' - 2 " 9" 9" 1'-3"1'-3"1'-6"1'-6" 5'-6" PC-1 DEPTH = 2'-0" 2' - 0 " 2'-0" ℄ COL ℄ C O L 3-#4 BEW 8 1'-8" TYP PC-4 DEPTH = 2'-6" ℄ COL 13-#8 BEW 1' - 8 " 1' - 8 " 2' - 0 " 2' - 0 " 7' - 4 " 1'-8"1'-8"2'-0"2'-0" 7'-4" ℄ COL TY P I C A L D E T A I L S S0.11 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 6.5 COMPRESSION: 135k UPLIFT: 0 COMPRESSION: 125k UPLIFT: 0 COMPRESSION: 125k UPLIFT: 0 COMPRESSION: 185k UPLIFT: 0 COMPRESSION: 65k UPLIFT: 0 COMPRESSION: 100k UPLIFT: 0 COMPRESSION: 80k UPLIFT: 0 COMPRESSION: 95k UPLIFT: 0 COMPRESSION: 65k UPLIFT: 0 COMPRESSION: 175k UPLIFT: 0 COMPRESSION: 160k UPLIFT: 0 COMPRESSION: 180k UPLIFT: 0 D+L D+0.6W D+0.75;+0.45W D+0.7E D+0.75+0.52E 0.6D-0.6W 0.6D-0.7E COMPRESSION: 285k UPLIFT: 0 COMPRESSION: 70k UPLIFT: 0 COMPRESSION: 145k UPLIFT: 0 COMPRESSION: 240k UPLIFT: 0 COMPRESSION: 235k UPLIFT: 0 COMPRESSION: 265k UPLIFT: 0 COMPRESSION: 325k UPLIFT: 0 COMPRESSION: 370k UPLIFT: 0 COMPRESSION: 300k UPLIFT: 0 COMPRESSION: 95k UPLIFT: 9k COMPRESSION: 105k UPLIFT: 0 COMPRESSION: 265k UPLIFT: 0 COMPRESSION: 370k UPLIFT: 0 COMPRESSION: 130k UPLIFT: 0 COMPRESSION: 180k UPLIFT: 0 COMPRESSION: 145k UPLIFT: 0 COMPRESSION: 135k UPLIFT: 0 COMPRESSION: 140k UPLIFT: 0 COMPRESSION: 275k UPLIFT: 0 COMPRESSION: 285k UPLIFT: 0 K.7 FO U N D A T I O N L O A D I N G P L A N SL dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 1 A B C D E F G H I J K L 2 3 4 5 6 7 8 9 10 J.2 6.5 NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. FOR COLUMN & BASE PL SIZES, SEE S2.1 & S2.3. 5. WB-1 ETC INDICATES BRACING ELEVATION SEE S2.2 FOR ELEVATION & DETAILS. 6. "CP1" INDICATES PIER TYPE SEE S3.1 FOR SIZE & REINFORCING. 7. "SF" INDICATES STEPPED FOOTING SEE DETAIL 11 ON S0.2. 8. (X'-X") INDICATES BOTTOM OF FOOTING ELEVATION. 9. INDICATES 20 TON PILE. GRID AND LAYOUT DIMENSIONS ARE FOR REFERENCE ONLY. GC TO VERIFY AND COORDINATE ALL DIMENSIONS & TOC OR TOP OF SHEATHING ELEVATIONS w/ ARCH DWGS WB-8 WB-6WB-6 WB - D WB - I PC2 GB GB GB GB GB GB GB PC4 G B GB GBGB GB GB GB GB GB GB GB GB GB GB PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2 PC2PC2 PC4 PC4 PC4 PC4 PRELIMINARY FOUNDATION LAYOUT FOR CONCEPT REVIEW NOT FOR CONSTRUCTION WB-8 PC2 PC2 10 " O N E W A Y PC3 PC2 PRELIMINARY PILE LAYOUT PC3 PC4 PC3 K.7 FO U N D A T I O N P L A N S1.0 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (L E V E L - 1 ) PE R M I T S E T 08 / 2 7 / 2 5 1 A B C D E F G H I K L 2 3 4 5 6 7 8 9 10 MF - A WB-10 RAMP UP 1/12 RAMP UP 1/12 RAMP UP 1/12 EL 276.2' EL 275.5' J J.2 6.5 NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES SPAN OF 2" - 18 GAGE GALVANIZED STEEL COMPOSITE FLOOR DECK w/ 412" NWC TOPPING SLAB (TOTAL THICKNESS = 612"). REINFORCE w/6x6-W2.9xW2.9 WWF. 6. WB-1 ETC INDICATES BRACING ELEVATION SEE S2.2 FOR ELEVATION & DETAILS. 7. FOR COLUMN & BASE PL SIZES, SEE S2.1 & S2.3. S-1 WB-8WB-8 WB-6WB-6 WB - D WB - I <29k><25k>W18x35 (46) W14x22 (4)<9k><9k>W10x12 (12) W14x22 (4)<16k><16k>W14x22 (20) <17k><17k>W12x14 (14) <2 7 k > < 2 7 k > W 1 6 x 2 6 ( 1 8 ) <3 3 k > <2 9 k > W1 8 x 3 5 ( 2 6 ) <15k><15k>W12x14 (14)<21k> <21k>W16x26 (26) <28k><28k>W18x40 (42)<22k><22k>W16x26 (24) <4 4 k > <4 2 k > W1 8 x 3 5 ( 3 6 ) <2 8 k > <2 8 k > W1 6 x 3 1 ( 2 6 ) <2 4 k > <2 0 k > W1 6 x 2 6 ( 2 0 ) <1 3 k > <1 4 k > W1 4 x 2 2 ( 1 6 ) <3 3 k > <3 0 k > W1 8 x 3 5 ( 3 2 ) <19k><19k>W14x22 (20) W14x22 (4)<24k> <23k>W18x35 (8) W14x22 (4)<26k><30k>W18x35 (46) <1 1 k > <1 3 k > W1 4 x 2 2 ( 8 ) W1 4 x 2 2 ( 4 ) <4 3 k > <4 3 k > W1 8 x 3 5 ( 3 0 ) <2 9 k > <2 9 k > W1 6 x 3 1 ( 2 8 ) <2 4 k > <2 0 k > W1 6 x 2 6 ( 2 0 ) <1 4 k > <1 3 k > W1 4 x 2 2 ( 2 0 ) <3 7 k > <3 4 k > W1 8 x 3 5 ( 3 2 ) W12x14 (4) W8x10 (4) W14x30 <17k><17k>W12x22 (20) <19k><19k>W14x22 (20) <21k><20k>W14x22 (20) <17k><18k>W12x16 (16) <21k><23k>W16x26 (24)<17k><17k>W12x14 (14) <21k><21k>W16x26 (24) <22k><23k>W16x26 (24) <14k><14k>W12x14 (14) <19k><19k>W16x26 (24) <22k><22k>W16x26 (24) <19k><19k>W16x26 (24)<25k><25k>W18x35 (52) <32k><32k>W18x46 (48)<25k><25k>W16x26 (50) <13k><13k>W12x14 (14)<13k><13k>W12x14 (14) <14k><14k>W12x14 (14)<14k><14k>W12x14 (14) W8 x 1 0 ( 4 ) <21k><21k>W16x26 (28) <23k><23k>W16x31 (28) <28k><28k>W18x40 (42) <11k><11k>W18x35 (10) <13k><13k>W12x14 (14) <13k><13k>W12x14 (14) <2 0 k > <2 0 k > W1 4 x 2 2 ( 2 4 ) <5 2 k > <4 9 k > W1 8 x 6 5 ( 5 6 ) <17k><17k>W14x26 (24) <8k>W14x22 (8) W1 4 x 2 2 ( 4 ) <7k><7k>W8x10 (10) W8x10 (4) <19k><19k>W16x26 (24) <19k><19k>W16x26 (24) <24k><24k>W18x35 (34) <24k><24k>W18x35 (38) <2 8 k > <2 6 k > W1 8 x 3 5 ( 3 2 ) <1 7 k > <1 7 k > W1 4 x 2 2 ( 1 6 ) <7k><7k>W8x10 (10) <7k><7k>W8x10 (10) <10k><10k>W12x14 (14) <10k> <10k>W12x14 (14) K.7 FI R S T F L O O R F R A M I N G P L A N S1.1 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (L E V E L 1 ) PE R M I T S E T 08 / 2 7 / 2 5 1 A B C D E F G H I K L 2 3 4 5 6 7 8 9 10 WB-10 J J.2 P10 UP C4 UP P10 UP P2 UP P2 UP C2 UPC2 UPC3 UP P3 UPC2 UP P2 UP P10 UP P10 UPP10 UP P10 UP C2 UP P3 UP P11 UPC3 UP P10 UP P10 UP P10 UP P10 UP P10 UP P2 UP C3 UP P10 UP P10 UP P8 UP C1 UP P10 UP C3 UP P10 UPC1 UP C1 UP P2 UP P8 UP P8 UP P8 UP P8 UP P8 UPP8 UP P8 UP 6.5 P1 UP C3 UP C3 UP C2 UP C1 UP P10 UP P10 UP P3 UP P10 UP C3 UP P10 UP P10 UP P10 UP P2 UPP2 UPP2 UPP2 UP C3 UP P10 UP P10 UP P10 UP NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES SPAN OF 2" - 18 GAGE GALVANIZED STEEL COMPOSITE FLOOR DECK w/ 412" NWC TOPPING SLAB (TOTAL THICKNESS = 612"). REINFORCE w/6x6-W2.9xW2.9 WWF. 6. WB-1 ETC INDICATES BRACING ELEVATION SEE S2.2 FOR ELEVATION & DETAILS. 7. FOR COLUMN & BASE PL SIZES, SEE S2.1 & S2.3. S-1 WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2 P2 UP C3 UP P2 UP INDICATES TOILET OR SHOWER DRAIN LOCATION GC TO COORDINATE LOCATIONS w/ ARCH PLANS & FRAMING LAYOUT TO AVOID CONFLICTS P10 UP P3 UP P3 UP P10 UP P10 UP P10 UP C2 UP SW SW SW SW SW SW WB-8WB-8 WB-6 WB-6 WB - D WB - I SW SW SW SW SW SW P3 UP MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 P2 UP P2 UP P2 UP P2 UP <120k><50k> W24x76 <51k><34k>W30x90 (28)<58k><60k>W30x90 (30)<35k><25k>W21x44 (8) W1 6 x 2 6 ( 1 8 ) W1 4 x 2 2 ( 1 0 ) W1 4 x 2 2 ( 1 0 ) W1 4 x 2 2 ( 1 0 ) <32k><50k>W18x40 (34) <13k> <13k>W16x26 (26) <17k><17k>W21x44 (46)<14k><14k>W16x26 (24) <6 3 k > <1 2 7 k > W2 7 x 8 4 <5 9 k > <7 1 k > W2 4 x 7 6 ( 2 4 ) <2 9 k > <2 7 k > W1 6 x 2 6 ( 1 8 ) <4 1 k > <4 2 k > W2 1 x 6 8 ( 4 8 ) <81k><70k>W33x201 (26)<47k><37k>W27x84 (28)<46k><46k>W24x55 (32) <1 1 7 k > <3 9 k > W1 8 x 7 6 < 2 0 k > <2 3 k > W 1 8 x 3 5 ( 1 0 ) <11k> <9k>W18x46<12k> <13k> W14x22 (24) <3 5 k > <3 3 k > W1 6 x 2 6 ( 1 8 ) <1 1 0 k > <6 8 k > W2 1 x 4 4 ( 3 6 ) W8x10 (4)<7k><7k>W10x12 (12) W8x10 (4)<22k><38k>W24x55 (14) <95k> <80k>W24x131 (14) <26k><22k> W18x35 (4)<20k><46k>W18x35 (8) <25k><25k> W12x22 (4)<61k> <31k> W24x55 (24) <20k><24k>W16x26 (30) <13k><13k>W14x22 (22) W8 x 1 0 ( 4 ) <4 8 k > <6 0 k > W2 1 x 6 8 <3 1 k > <3 6 k > W1 8 x 3 5 ( 2 4 ) <2 3 k > <1 9 k > W1 8 x 3 5 ( 4 ) W1 4 x 2 2 ( 4 ) <1 3 7 k > <9 0 k > W2 4 x 9 4 ( 6 2 ) <9 1 k > <1 2 3 k > W2 4 x 9 4 ( 5 6 ) <1 2 9 k > <1 0 4 k > W2 4 x 1 1 7 ( 3 6 ) <9k><9k>W14x22 (20) <118k><65k>W24x68 (66) <1 0 3 k > <1 2 4 k > W2 4 x 9 4 ( 5 4 ) <102k><89k>W24x146 (86) <11k><12k>W18x35 (14) <53k><96k>W24x103 (14) W8x10 (10) <7 k > W1 8 x 3 5 ( 6 )<24k><40k>W18x35 (44)W8x10 (4) <10k><10k>W16x26 (24) <18k><20k>W21x44 (52) <38k><23k>W21x44 (48) <17k><17k>W18x40 (42) <31k><21k>W21x44 (52) <5 0 k > <3 8 k > W1 6 x 2 6 ( 2 8 ) <23k><37k>W24x55 (14) <12k><13k> W16x26 (28) W14x22 (4) W8x10 (4) <16k><16k>W21x44 (46) <15k> <15k> W16x26 (24) <19k><38k>W24x76 (18) <66k><35k> W8x10 (4) < 8 3 k > < 1 4 9 k > W 2 4 x 9 4 ( 8 2 ) <1 3 8 k > <4 5 k > W2 1 x 4 8 ( 8 4 ) W16x26 (8) <3 2 k > W1 8 x 4 0 ( 2 8 ) W3 0 x 9 0 ( 6 2 ) <4 8 k > <9 k > <9 k > W8 x 1 0 ( 4 ) W8 x 1 0 ( 2 ) < 3 6 k > < 3 6 k > W 2 4 x 5 5 (10)<33k>W18 x 3 5<34k>W1 8 x 3 5 <1 8 k > <1 2 k > W1 8 x 3 5 ( 6 ) <2 2 k > <3 4 k > W1 8 x 3 5 ( 6 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) <12k> <11k>W18x35 (14) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 2 ) <15k> <13k>W16x26 (26) <91k><96k>W24x68 (68) <90k><87k>W24x131 (56) <77k><52k> W24x62 (50) <8 k > <8 k > W8 x 1 0 ( 4 ) W8x10 (2) <1 0 k > <1 0 k > W8 x 1 0 ( 8 ) W8x10 (2) <9 k > <9 k > W8 x 1 0 ( 4 ) <3 0 k > <9 k > W1 8 x 3 5 ( 4 ) W8x10 (4) W8x10 (10) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) <1 5 k > W8 x 1 0 ( 4 ) <8 k > <8 k > W8 x 1 0 ( 8 ) <1 0 k > <1 0 k > W8 x 1 0 ( 8 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) W8 x 1 0 ( 2 ) W8x10 (4) <7 k > W8 x 1 0 ( 2 ) W1 8 x 3 5 ( 2 2 ) <3 4 k > <1 0 k > W8 x 1 0 ( 4 ) <11k><8k>W14x22 (8) W8 x 1 0 ( 4 ) < 5 2 k > < 3 3 k > W 1 6 x 2 6 ( 3 6 ) W8 x 1 0 ( 2 ) <40k><39k>W18x35 (42) <13k> <13k> W8x10 (6)< 1 1 k ><11k>W8x10 (4) < 1 2 k > < 1 2 k > W 8 x 1 0 <5 2 k > <2 5 k > W1 2 x 2 2 ( 1 8 ) <5 3 k > W1 8 x 7 1 ( 4 8 ) <3 8 k > W8 x 1 0 ( 4 ) <11k><11k>W12x22 (20) W8 x 1 0 ( 2 ) W8x10 (4) <19k><13k>W12x26 (8) <14k><17k>W16x26 (42) <1 0 k > W8 x 1 0 ( 2 ) <14k><14k>W18x40 (54)<11k> <11k>W16x26 (24) <9 k > W8 x 1 0 ( 1 4 ) <15k><15k>W18x35 (42) <32k>W18x35 (4) <2 9 k > W1 0 x 1 2 ( 2 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 4 ) W8x10 (4) <1 1 k > W8 x 1 0 ( 2 ) <1 0 k > W8 x 1 0 ( 2 ) W8 x 1 0 ( 4 ) W8 x 1 0 ( 2 ) K.7 MF - A W8x10 (2) W8x10 (2)W14x22 (8)<9k><31k> W18x46 W14x22 (8) W14x22 (8) <7k><7k> <7k> <14k> W8x10 (2) W8x10 (2) W8x10 (2) W8x10 (2) W8x10 (2) W21x44 (6)<45k><40k> W14x22 (6)<9k><18k> W18x46 W14x22 (6)<53k><8k> W14x22 (6)<7k><7k> W14x22 (6)<7k> <2 6 k > <4 5 k > <6 6 k > SE C O N D F L O O R S1.2 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y FR A M I N G P L A N (L E V E L 2 ) PE R M I T S E T 08 / 2 7 / 2 5 P10 UP & DN C3 UP C4 DN FLITCH BEAM #1 FLITCH BEAM #1 312x117 8 LVL 312x117 8 LVL 51 4x117 8 LVL 312x117 8 LVL P2 UP P3 DN514x1178 LVL 514x117 8 LVL 514x117 8 LVL 514x117 8 LVL 7x117 8 LVL FLITCH BEAM #1FLITCH BEAM #1514x1178 LVLFLITCH BEAM #1 P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P11 UP C1 DN P10 UP & DN 7x117 8 LVL C3 UP & DN P11 UP & DN P2 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN C3 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN C1 UP & DN P10 UP C1 DN P10 UP & DN C3 UP & DN C2 UP & DN C2 UP & DN C1 UP C2 DNC2 UP & DN C2 UP C3 DN C3 UP & DNC2 UP & DN C2 UP C3 DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P11 UP C2 DN P2 UP P8 DN P2 UP P8 DN P8 UP & DN P1 UP & DN P10 UP C1 DN P10 UP & DN P10 UP & DN P3 UP & DN P10 UP & DN C3 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P10 UP & DN P10 UP & DN INDICATES TOILET OR SHOWER DRAIN LOCATION GC TO COORDINATE LOCATIONS w/ ARCH PLANS & FRAMING LAYOUT TO AVOID CONFLICTS S NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES FLUSH FRAMED CONDITION REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. 6. INDICATES SPAN OF 3 4" T&G PLYWOOD GLUED &NAILED TO JOISTS & BEAMS. 7.INDICATES SPAN OF 3 4" EXTERIOR GRADE PLYWOOD. 8.INDICATES SPAN OF 5 8" EXTERIOR GRADE PLYWOOD. R-1 R WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2 P10 UP & DN P3 UP & DN 3-2x103-2x103-2x103-2x10 3-2x10 3-2x10 3 - 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3-2x8 3-2x10 2x 8 @1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 2 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 LV L B E A M 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3-2x103-2x103-2x10 3-2x10 2x8@16" OC 514x7 14 L V L 3- 2 x 1 0 3- 2 x 1 0 11 7 8 B C I 9 0 ' S @ 1 2 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 P2 UP P3 DN P2 UP P3 DN 514x7 14 L V L 3-2x10 11 7 8 B C I 9 0 ' S @ 1 6 " O C 3-2x103-2x10 3-2x83-2x8 2x 8 @1 6 " O C 2x 8 @1 6 " O C 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 11 7 8 B C I 9 0 ' S @ 1 6 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 2x8@16" OC 3- 2 x 8 3- 2 x 8 3- 2 x 1 0 3- 2 x 1 0 11 7 8 B C I 9 0 ' S @ 1 2 " O C P10 UP & DN 3-2x10 2x10@16" OC 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 6 " O C FLITCH BEAM #1 P10 UP & DN 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 3-2x10 2x10@16" OC SW SW SW SW SW SW SW SW SW SW SW SW P3 DN C3 UP & DN MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL 3-2x10 3- 2 x 8 P2 UP P8 DN P2 UP P8 DN P2 UP P8 DN P2 UP P8 DN P2 UP P8 DN MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 C3 UP & DN P10 UP & DN 3-2x10 514x1 1 7 8 L V L P2 UP & DN P2 UP & DN P2 UP & DN 3-2x10 3-2x10 3- 2 x 8 TH I R D F L O O R F R A M I N G P L A N S1.3 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (L E V E L 3 ) PE R M I T S E T 08 / 2 7 / 2 5 P10 UP & DN C1 UP C3 DN FLITCH BEAM #1 FLITCH BEAM #1 312x117 8 LVL 312x117 8 LVL 51 4x117 8 LVL 312x117 8 LVL P2 UP & DN514x1178 LVL 514x117 8 LVL 514x117 8 LVL 514x117 8 LVL 7x117 8 LVL FLITCH BEAM #1FLITCH BEAM #1514x1178 LVLFLITCH BEAM #1 P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP P11 DN P10 UP & DN 7x117 8 LVL C3 UP & DN P11 UP & DN P2 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN C3 UP & DN P10 UP & DN P10 UP & DN P8 UP P10 DN P10 UP C1 DN P10 UP & DN P8 UP P10 DN P2 UP & DN C3 UP & DN C3 UP & DN C1 UP C2 DN P11 UP C2 DN P10 UP C1 DNC1 UP C2 DN C1 UP C2 DN C3 UP & DNP11 UP C2 DN P11 UP C2 DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P10 UP P11 DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P8 UP & DN P1 UP & DN P3 UP P10 DN P10 UP & DN P10 UP & DN P3 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P10 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN C3 UP & DN P10 UP & DN P10 UP & DN INDICATES TOILET OR SHOWER DRAIN LOCATION GC TO COORDINATE LOCATIONS w/ ARCH PLANS & FRAMING LAYOUT TO AVOID CONFLICTS WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2 P10 UP & DN P3 UP & DN 3-2x103-2x103-2x103-2x10 3-2x10 3-2x10 3 - 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3-2x8 3-2x10 2x 8 @1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 2 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3-2x103-2x103-2x10 3-2x10 2x8@16" OC 514x7 14 L V L 3- 2 x 1 0 3- 2 x 1 0 11 7 8 B C I 9 0 ' S @ 1 2 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 P2 UP & DN P2 UP & DN 514x7 14 L V L 3-2x10 11 7 8 B C I 9 0 ' S @ 1 6 " O C 3-2x103-2x10 3-2x83-2x8 2x 8 @1 6 " O C 2x 8 @1 6 " O C 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 11 7 8 B C I 9 0 ' S @ 1 6 " O C 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 2x8@16" OC 3- 2 x 8 3- 2 x 8 3- 2 x 1 0 3- 2 x 1 0 11 7 8 B C I 9 0 ' S @ 1 2 " O C P10 UP & DN P10 UP & DN 3-2x10 2x10@16" OC 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 6 " O C FLITCH BEAM #1 P10 UP & DN 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 3-2x10 2x10@16" OC SW SW SW SW SW SW SW SW SW SW SW SW C3 UP & DN MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL 3-2x10 3- 2 x 8 MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 3-2x10 3-2x10 P2 UP & DN P10 UP & DN 3-2x10 514x1 1 7 8 L V L P2 UP & DN P2 UP & DN 3-2x10 3-2x10 3- 2 x 8 S NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES FLUSH FRAMED CONDITION REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. 6. INDICATES SPAN OF 3 4" T&G PLYWOOD GLUED &NAILED TO JOISTS & BEAMS. 7.INDICATES SPAN OF 3 4" EXTERIOR GRADE PLYWOOD. 8.INDICATES SPAN OF 5 8" EXTERIOR GRADE PLYWOOD. R-1 R FO U R T H F L O O R S1.4 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y FR A M I N G P L A N (L E V E L 4 ) PE R M I T S E T 08 / 2 7 / 2 5 P10 UP P11 UP P2 DN P2 DN C1 DN FLITCH BEAM #1 7x117 8 LVL 312x117 8 LVL FLITCH BEAM #1 312x117 8 LVL FLITCH BEAM #3 514x117 8 LVL FLITCH BEAM #1 FLITCH BEAM #1 FL I T C H B E A M # 1 FL I T C H B E A M # 3 P2 UP P8 DN P8 DNP10 DN FLITCH BEAM #1 51 4x117 8 LVL P2 DNP2 DN P8 UP C1 DN P11 DN P10 UP P10 UP P10 UP P11 DN P10 UP P2 DN P10 DN P2 DN 514x1 1 7 8 L V L ( C O N T ) FL I T C H B E A M # 1 FL I T C H B E A M # 3 C1 DNC1 DNC3 DN P10 DNP10 DN P10 DN FLITCH BEAM #1 FLITCH BEAM #1 514x117 8 LVL 514x117 8 LVL 514x117 8 LVLFLITCH BEAM #3 FLITCH BEAM #27x1178 LVL7x1178 LVL P11 DN P3 DN FL I T C H B E A M # 2 C3 DN P2 DN FL I T C H B E A M # 1 P11 DNC3 DN P10 DNP10 DNP10 DNP10 DN P10 DN 514x117 8 LVL 514x117 8 LVL FLITCH BEAM #1FLITCH BEAM #1FLITCH BEAM #1514x1178 LVL P2 DN C3 DN FL I T C H B E A M # 1 W1 0 x 6 8 514x1 1 7 8 L V L P2 UP P10 DN P10 DN P10 UP P8 DN P10 DN P1 UP & DN 7x117 8 LVL P2 UP P10 DN C3 DN P10 DN P2 DN P10 DN P8 UP P10 DN P10 UP P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P2 UP & DN P10 UP P2 UP P3 UP P2 UP P10 UP 3- 2 x 1 0 3- 2 x 1 0 514x9 14 L V L P3 DN 3- 2 x 1 0 3 - 2 x 1 0 3 - 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 P10 UP P8 UP P10 UPFL I T C H B E A M # 2 P10 UP FL I T C H B E A M # 1 P10 UP P10 UP 7x 1 1 7 8 L V L 7x 1 1 7 8 L V L P10 UP 11 7 8 B C I 6 0 0 0 ' S @ 1 6 " O C 2x 8 @ 1 6 " O C 3-2x103-2x103-2x103-2x10 P10 UP 7x 1 1 7 8 L V L P8 UP P10 UP FL I T C H B E A M # 1 FL I T C H B E A M # 1 P10 UPP10 UP & DN P10 DN FL I T C H B E A M # 3 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C P10 UP P8 UPP8 UPP8 UP P3 UP P8 UP P10 DN 2x8@16" OC 3-2x10 P3 DN 3-2x10 7x 1 1 7 8 L V L FL I T C H B E A M # 1 3- 2 x 8 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C 2x 8 @ 1 6 " O C 3-2x10 11 7 8 B C I 9 0 ' S @ 1 6 " O C FL I T C H B E A M # 1 2x8@16" OC P2 UP 3-2x10 3-2x10 3 - 2 x 1 0 P10 DN 3-2x103-2x10 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 2x8@16" OC 3- 2 x 8 3- 2 x 8 3- 2 x 1 0 3- 2 x 1 0 C3 DN 3- 2 x 1 0 3- 2 x 1 0 P10 DN 514x1 1 7 8 L V L P10 DN 2x8@16" OC 3- 2 x 1 0 514x7 14 L V L 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3-2x103-2x103-2x10 3-2x10 P2 UP P10 DN 3-2x8 3-2x10 2x 8 @1 6 " O C P2 DN P2 DN P2 DN 3-2x83-2x8 2x 8 @1 6 " O C 2x 8 @1 6 " O C 312x117 8 LVL 3-2x10 2x10@16" OC C3 DN W10x77 11 7 8 B C I 9 0 ' S @ 1 6 " O C P10 DN 3-2x10 11 7 8 B C I 6 0 ' S @ 1 6 " O C 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 2x10@16" OC 3-2x8 3-2x8 P10 DN P10 DN 11 7 8 B C I 9 0 ' S @ 1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 2 " O C FL I T C H B E A M # 3 WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2 INDICATES TOILET OR SHOWER DRAIN LOCATION GC TO COORDINATE LOCATIONS w/ ARCH PLANS & FRAMING LAYOUT TO AVOID CONFLICTS P10 DN 514x1 1 7 8 L V L FL I T C H B E A M # 1 FL I T C H B E A M # 1 514x117 8 LVL P10 DN 51 4x1 1 7 8 L V L 514x1 1 7 8 L V L 514x117 8 LVL 51 4x117 8 LVL 514x1 1 7 8 L V L W10x39 W1 0 x 2 6 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 312x117 8 LVL 514x1 1 7 8 L V L P10 DN SW SW SW SW SW SW UP SW SW UP SW UP SW SW SW SW SW SW P2 DN P2 DN MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL P10 UP & DN S P2 UP NOTE X P2 UP P2 UP NOTE X 51 4x117 8 LVL MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 R- 1 S P2 DN S R-1 S P2 DN 514x1 1 7 8 L V L S R-1 P2 DN P2 DN S R- 1 S S S NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES FLUSH FRAMED CONDITION REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. 6. INDICATES SPAN OF 3 4" T&G PLYWOOD GLUED &NAILED TO JOISTS & BEAMS. 7.INDICATES SPAN OF 3 4" EXTERIOR GRADE PLYWOOD. 8.INDICATES SPAN OF 5 8" EXTERIOR GRADE PLYWOOD. R-1 R FI F T H F L O O R F R A M I N G P L A N S1.5 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (L E V E L 5 ) PE R M I T S E T 08 / 2 7 / 2 5 312x117 8 LVL P10 DN P11 DN P8 DN 312x117 8 LVL 514x117 8 LVLFLITCH BEAM #1 P8 DNP10 DN P10 DN P10 DN P10 DN P10 DN P8 UP P8 UP P2 DN P2 UP P2 UP P10 DN P8 UP P7 UP P2 UP P2 UP P7 UP P2 UP P2 UP P2 DNP2 DN P2 DN P2 DN P2 DN P2 DN P1 UP 3- 2 x 1 0 3- 2 x 1 0 3 - 2 x 1 0 3 - 2 x 1 0 FL I T C H B E A M # 1 514x1 1 7 8 L V L FL I T C H B E A M # 1 514x117 8 LVL514x1178 LVL P8 UP 514x1 1 7 8 L V L P8 UP 514x117 8 LVL P1 UP & DN P1 UP P2 UP P2 UP P2 UP P2 UP P2 UP P2 UPP2 UP 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 P3 UP P3 UP 514x1 1 7 8 L V L 514x914 LVL P1 UP P1 UP P2 UPP2 UP 514x117 8 LVL P2 UP & DN 11 7 8 B C I 9 0 ' S @ 1 6 " O C S 11 7 8 B C I 6 0 ' S @ 1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 6 " O C 514x1 1 7 8 L V L 7x 1 1 7 8 L V L 514x117 8 LVL S FL I T C H B E A M # 1 P1 UP 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C P10 DN 51 4x117 8 LVL 514x1 1 7 8 L V L 3-2x8 P2 UP P2 DN 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 3-2x10 P3 DN P2 DN 3- 2 x 1 0 3-2x8 2x8@16" OC 3-2x8 P10 DN 3- 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 P10 DN FL I T C H B E A M # 3 FL I T C H B E A M # 1 3- 2 x 1 0 3 - 2 x 1 0 3- 2 x 1 0 3- 2 x 1 0 2x8@16" OC 3-2x8 P8 DN 514x1 1 7 8 L V L 514x914 LVL P10 DN 514x1 1 7 8 L V L P10 DN FL I T C H B E A M # 3 514x117 8 LVL P10 DN P10 DN 514x117 8 LVL514x1178 LVL 514x117 8 LVL P10 DN 2x 8 @ 1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 514x117 8 LVL 514x117 8 LVL 514x117 8 LVL P10 DN P8 DN 514x117 8 LVL P10 DN 514x117 8 LVL P10 DN 514x117 8 LVL 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C P10 DN 514x117 8 LVL P10 DN 514x117 8 LVL 2x 8 @ 1 6 " O C P10 DN 514x117 8 LVL 3-2x10 2x10@16" OC 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C S FLITCH BEAM #1 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C S P8 DN P8 DN P8 DN 51 4x914 LVL 3-2x10 3-2x103-2x103-2x103-2x103-2x103-2x103-2x10 P3 DN P8 DN 51 4x117 8 LVL 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 6 " O C 11 7 8 B C I 6 0 ' S @ 1 6 " O C S FL I T C H B E A M # 2 3-2x10 2x10@16" OC 11 7 8 B C I 9 0 ' S @ 1 6 " O C S P2 DN WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2 INDICATES TOILET OR SHOWER DRAIN LOCATION GC TO COORDINATE LOCATIONS w/ ARCH PLANS & FRAMING LAYOUT TO AVOID CONFLICTS P2 DN SW SW SW SW SW SW SW SW SW MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL S 514x1 1 7 8 L V L P2 DN P2 DN 3- 2 x 1 0 P2 DNP2 DNP2 DNP2 DN R- 1 R- 1 R-1 R-1 3- 2 x 8 S 3- 2 x 8 MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 S NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES FLUSH FRAMED CONDITION REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. 6. INDICATES SPAN OF 3 4" T&G PLYWOOD GLUED &NAILED TO JOISTS & BEAMS. 7.INDICATES SPAN OF 3 4" EXTERIOR GRADE PLYWOOD. 8.INDICATES SPAN OF 5 8" EXTERIOR GRADE PLYWOOD. R-1 R PE N T H O U S E F R A M I N G P L A N S1.6 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (6 T H L E V E L ) PE R M I T S E T 08 / 2 7 / 2 5 P8 DN P8 DN P2 DN P2 DN P8 DN P7 DN P2 DN P2 DN P1 DN 3- 2 x 1 0 P7 DN 312x117 8 LVL312x1178 LVL P8 DNP8 DN 11 7 8 B C I 6 0 ' S @ 1 6 " O C R 312x117 8 LVL11 7 8 B C I 5 0 0 0 ' S @ 1 6 " O C P1 DN 312x1 1 7 8 L V L 312x117 8 LVL R P1 DN 312x1 1 7 8 L V L R P2 DN P2 DN P2 DN P2 DN P2 DN P2 DN P2 DNP2 DN 3-2x10 3-2x12 3-2x12 3-2x10 3- 2 x 1 2 3- 2 x 1 2 11 7 8 B C I 9 0 ' S @ 1 6 " O C R 312x117 8 LVL 514x1 1 7 8 L V L 3- 2 x 1 0 P3 DNP3 DN 514x117 8 LVL 11 7 8 B C I 5 0 0 0 ' S @1 6 " O C 11 7 8 B C I 6 0 0 0 ' S @ 1 6 " O C P1 DNP1 DN 514x117 8 LVL 11 7 8 B C I 9 0 ' S @ 1 6 " O C 11 7 8 B C I 9 0 ' S @ 1 6 " O C R P2 DN 51 4x117 8 LVL 3- 2 x 1 0 514x1 1 7 8 L V L 3- 2 x 1 0 S- 1 P1 DN 312x117 8 LVL312x1178 LVL 312x117 8 LVL W8x21 + HSS BOLSTER S NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR SPECIAL TESTING & INSPECTION REQUIREMENTS SEE S0.1B. 3. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 4. INDICATES BEARING WALL STARTS ON BEAM. 5. INDICATES FLUSH FRAMED CONDITION REQUIRING JOIST HANGER SEE SCHEDULE ON S0.1. 6. INDICATES SPAN OF 3 4" T&G PLYWOOD GLUED &NAILED TO JOISTS & BEAMS. 7.INDICATES SPAN OF 3 4" EXTERIOR GRADE PLYWOOD. 8.INDICATES SPAN OF 5 8" EXTERIOR GRADE PLYWOOD. 9. INDICATES SPAN OF 2" - 18 GAGE GALVANIZED STEEL COMPOSITE FLOOR DECK w/ 412" NWC TOPPING SLAB (TOTAL THICKNESS = 612"). REINFORCE w/6x6-W2.9xW2.9 WWF. R-1 R WALL NOTES: 1. ALL INTERIOR WALLS SHOWN ARE 2x6 (W1) SEE BEARING WALL TYPE SCHEDULE ON S0.8. 2. ALL EXTERIOR WALLS SHOWN ARE 2x6 (W2) w/ 12" PLYWOOD SHEATHING. SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @INTERMEDIATE SUPPORTS. 3. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON ONE SIDE, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 4. INDICATES 2x6 (W1) w/ 12" PLYWOOD SHEATHING ON BOTH SIDES, SHEAR WALL SHEATHING IS NAILED TO STUDS w/ 10d GALVANIZED COMMON NAILS SPACED @4" OC @PANEL EDGES & 12" OC @ INTERMEDIATE SUPPORTS. 5. HOLD-DOWNS: AT EXTERIOR END OF SW, PROVIDE SIMPSON MST60 STRAP TIE; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. AT INTERIOR END OF SW, PROVIDE SIMPSON HDU5-SDS2.5 HOLD-DOWN; PROVIDE ADDITIONAL STUDS AS REQUIRED TO MEET SIMPSON CONNECTION REQUIREMENTS. 6. FOR BEARING WALL SCHEDULE, SEE S0.8. SW-1 SW-2SW SW SW SW SW SW SW S-1 MARK TYPE POST SCHEDULE P1 2-2x6 P2 3-2x6 P5 4x6 P3 4-2x6 P4 5-2x6 P6 6x6 P7 3 12x312 LVL P8 3 12x514 LVL P10 5 14x514 LVL P9 3 12x7 LVL P11 5 14x7 LVL 312x117 8 LVL P2 DN P2 DN P2 DN P2 DN R 3- 2 x 8 MARK TYPE COLUMN SCHEDULE C1 HSS 3 12x312x14C2 HSS 3 12x312x5 16C3 HSS 5x5x 14C4 HSS 5x5x 3 8C5 HSS 5x5x 12 HI G H R O O F F R A M I N G P L A N S1.7 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : 3/ 1 6 " = 1 ' - 0 " sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y (7 T H L E V E L ) PE R M I T S E T 08 / 2 7 / 2 5 MARK MARK TYPE SIZE Tx W x L C O L U M N S C H E D U L E MARK LEVEL LEVEL MARK TYPE SIZE Tx W x L BASEPLATES Fy=36 (UNO) LEVEL BASEPLATES Fy=36 (UNO) LEVEL A 2 A 4 A 6 A 8 SECOND FLOOR FIRST FLOOR SECOND FLOOR FIRST FLOOR B 1 G 6 I 1 B 1 G 6 E 1 E 1 F 8 F 8 I 1 J.2 5 J.2 5 K 1 K.7 1 K.7 3 K.7 1 K.7 3 K.7 5 K.7 5 C 2 C 2 D 6 D 8 D 6 D 8 F 6 F 6 G 8 G 8 H 2 H 4 I 10 I 10 K 1 K.7 7 J 7 J 9 J 7 J 9 K.7 9 K.7 7 K.7 9 FOUNDATION FOUNDATION A 10 A 2 A 4 A 6 A 8 A 10 C 4 C 4 E 10 E 10 H 2 H 4 I 8 I 6 I 8 I 6 J.2 3 J.2 3 F 6.5 F 6.5 NOTES: 1. FOR GENERAL NOTES SEE S0.1 & S0.1A. 2. FOR TYPICAL DETAILS SEE S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 3. FOR BRACED FRAME ELEVATIONS SEE S2.2. 4. FOR BASE PLATE DETAILS SEE S2.3. HS S 6 x 6 x 12 HS S 6 x 6 x 5 16 HS S 6 x 6 x 5 16 HS S 6 x 6 x 12 HS S 6 x 6 x 5 16 HS S 6 x 6 x 3 8 HS S 6 x 6 x 5 16 HS S 6 x 6 x 12 HS S 6 x 6 x 5 16 HS S 6 x 6 x 3 8 HS S 6 x 6 x 5 8 HS S 6 x 6 x 5 8 HS S 6 x 6 x 12 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 8 x 8 x 12 HS S 8 x 8 x 5 8 HS S 8 x 8 x 12 HS S 8 x 8 x 12 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 1 4 HS S 6 x 6 x 3 8 HS S 8 x 8 x 12 HS S 8 x 8 x 5 8 HS S 8 x 8 x 12 HS S 6 x 6 x 5 8 HS S 8 x 8 x 12 HS S 8 x 8 x 12 CO L U M N S C H E D U L E S2.1 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 A E FIRST FLOOR SECOND FLOOR WB-10 LINE 10 BRACING NOTES: 1. FOR GENERAL NOTES & TYPICAL DETAILS SEE S0.1, S0.1A, S0.2, S0.3, S0.4, S0.5, S0.6, S0.7, S0.8, S0.9, S0.10, & S0.11. 2. FOR COLUMN SIZES SEE S2.1. 3. FOR BASE PLATE TYPES SEE DETAILS ON S2.3. 4. CONNECTIONS SHALL BE DESIGNED FOR THE AXIAL FORCES SHOWN (NO INCREASE FOR SHORT TERM LOADS IS PERMITTED.) 5. <±20k> ETC INDICATES AXIAL FORCE IN BRACING MEMBERS IN KIPS. <+> = TENSION ; <-> = COMPRESSION. ALL LOADS PROVIDED IN ASD. 6. BOLTS USED IN BRACING CONNECTIONS SHALL BE SLIP CRITICAL TYPE HIGH STRENGTH BOLTS. ALL LOADS PROVIDE ARE IN ASD. 7. CONTRACTOR TO COORDINATE GUSSET PLATE CONFIGURATIONS WITH OPENINGS. D F FIRST FLOOR SECOND FLOOR WB-8 LINE 8 G IDF FIRST FLOOR SECOND FLOOR WB-6 LINE 6 G I 6 8 FIRST FLOOR SECOND FLOOR WB-D LINE D 6 8 FIRST FLOOR SECOND FLOOR WB-I LINE I FOUNDATION FOUNDATION FOUNDATION FOUNDATION SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN HSS 5 x 5 x 3 8 <±X k > HSS 5 x 5 x 3 8 <±X k > H S S 5 x 5 x 3 8 < ± X k > H S S 5 x 5 x 3 8 < ± X k > HSS 5 x 5 x 3 8 <±X k > HSS 5 x 5 x 3 8 <±X k > H S S 5 x 5 x 3 8 < ± X k > H S S 5 x 5 x 3 8 < ± X k > HSS 5 x 5 x 3 8 <±Xk > HS S 5 x 5 x 3 8 <± X k > HSS 5 x 5 x 3 8 <±X k > HS S 5 x 5 x 3 8 <± X k > HSS 5 x 5 x 3 8 <±X k > HS S 5 x 5 x 3 8 <± X k > H S S 5 x 5 x 3 8 < ± X k > HSS 5 x 5 x 3 8 <±X k > HS S 5 x 5 x 3 8 <± X k > H S S 5 x 5 x 3 8 < ± X k > < ± X k > H S S 5 x 5 x 3 8 HSS 5 x 5 x 3 8 <±X k > HS S 5 x 5 x 3 8 <± X k > H S S 5 x 5 x 3 8 2 4 6 8 10 FIRST FLOOR SECOND FLOOR SEE PLAN WF-A LINE A SEE PLAN SEE PLAN SEE PLAN BR A C I N G E L E V A T I O N S S2.2 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 HSS COLUMN SPLICE - OPTION 1 HSS COLUMN TYP 1" CAP PLATE WP TOP OF CONC HSS DIAGONAL SLOTTED AT ENDS OR WP (OR ) HSS DIAGONAL SLOTTED AT ENDS TYP BASE PLATE AND ANCHOR BOLTS SEE BASE PLATE DETAILS ON THIS SHEET ℄ COL ℄ COL GUSSET PL (T = 12")CENTERED ON COLMIN GUSSET PL (T = 1 2")MIN ℄ BEAM HSS DIAGONAL SLOTTED AT ENDS 5 16" VERT STIFF PLATEES AT W BEAM TYP WP GUSSET PLATE (T =12")MIN ℄ BEAM VERT STIFF PLATE ES (5 16" MIN) WP GUSSET PLATE (T =12")MIN ℄ COL HSS DIAGONAL SLOTTED AT ENDS TYPWP (OR ) GUSSET PLATE (T =12")MIN 5 1 2 3 4 6 HSS COLUMN HSS COLUMN 1" TYP TYP FIN FLOOR 4' - 0 " 8" HSS COLUMN SPLICE - OPTION 2 HSS COLUMN FIN FLOOR 4' - 0 " HSS DIAGONAL SLOTTED AT ENDS W OR HSS BEAM NOTE X: WELD SIZE TO MATCH HSS COLUMN WALL THICKNESS W OR HSS BEAM W OR HSS BEAM HSS COLUMN W OR HSS BEAM HSS COLUMN HSS COLUMN BASE PLATE TYPE "A" & "A1" GRID W L 5 16 TYP GUSSET PLATE AS REQUIRED SEE PLAN FOR LOCATION BASE PLATE TYPE "B" & "B1" GRID GRID W 3" W 3" L L516 TYP GUSSET PLATE AS REQUIRED SEE PLAN FOR LOCATION BASE PLATE TYPE "C" & "C1" GRID GRID L GUSSET PLATE AS REQUIRED SEE PLAN FOR LOCATION W BASE PLATE TYPE "D" & "D1" GRID GRID L W GUSSET PLATE AS REQUIRED SEE PLAN FOR LOCATION 3" GRID BASE PLATE ELEVATION (TYPE A, B, C, & D) 1' - 0 " ANCHOR BOLTS T 3"3" FOR BASEPLATE SIZE SEE COLUMN SCHEDULE HSS OR PIPE COLUMN TOP OF FOOTING, PIER, OR WALL SEE PLANS GRID BASE PLATE ELEVATION (TYPE A1, B1, C1, & D1) T FOR BASEPLATE SIZE SEE COLUMN SCHEDULE HSS OR PIPE COLUMN TOP OF FOOTING, PIER, OR WALL SEE PLANS STIFFENER & GUSSET PLATES AS REQUIRED AT BRACING MEMBERS 1' - 9 " ANCHOR BOLTS PLATE 12"x212"x0'-212" TACK WELD TO BOLT HEAD 212"x212"x3 8" PLATE WASHER TYP GRID 5 16 TYP 5 16 TYP 1" TOTAL 14" LEVELING PLATE 3 4" GROUT 1" TOTAL 14" LEVELING PLATE 3 4" GROUT 4-3 4"Ø A307 ANCHOR BOLTS AT TYPE "A" 4-1"Ø F1554 GRADE 105 ANCHOR BOLTS w/ 212x212x3 8 WELDED PLATE WASHERS AT TYPE "A1" 4-3 4"Ø A307 ANCHOR BOLTS AT TYPE "C" 4-1"Ø F1554 GRADE 105 ANCHOR BOLTS w/ 212x212x3 8 WELDED PLATE WASHERS AT TYPE "C1" 4-3 4"Ø A307 ANCHOR BOLTS AT TYPE "B" 4-1"Ø F1554 GRADE 105 ANCHOR BOLTS w/ 212x212x3 8 WELDED PLATE WASHERS AT TYPE "B1" 4-3 4"Ø A307 ANCHOR BOLTS AT TYPE "D" 4-1"Ø F1554 GRADE 105 ANCHOR BOLTS w/ 212x212x3 8 WELDED PLATE WASHERS AT TYPE "D1" 2" TYP (112" @HSS 5x5 TYPE A ONLY) 2" 212" 21 2" 2" 21 2" 2" BR A C I N G & B A S E S2.3 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : NT S sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PL A T E D E T A I L S PE R M I T S E T 08 / 2 7 / 2 5 CP1 CP2 GRID GRID GRID GRID 1'-0"1'-0" 6" 6" 1'-0"1'-0" 1' - 0 " 1' - 0 " 8-#6 V 8-#6 V #4@8" TIES #4@8" TIES CP3 GRID GRID 10 " 10 " 6"6"6" CP4 GRID GRID 6" 6" 1'-6" 1' - 6 " #4 TIES @12" OC 8-#6 V 8-#6 V #4 TIES @12" OC 6" 6" 2' - 0 " 1'-6" 3-#8 2-#4 3-#8 #4@12" TIES DOWELS TO MATCH CMU VERT REINF 8" CMU w/ #5@24" V & #9 GAGE WIRE LADDER @16" OC 1' - 0 " SEE NOTE SEE NOTE 3' - 6 " WATERPROOFING SEE ARCH DWGS 4' - 6 " BENTONITE WATERSTOP #6@6" T&B EW 53 TON PILE 3" C L E A R DOWELS TO MATCH CMU VERT REINF 8" CMU w/ #5@24" V & #9 GAGE WIRE LADDER @16" OC DWLS T&B SIZE & SPACING TO MATCH SLAB REBAR 1'-0" BENTONITE WATERSTOP 1' - 0 " SEE NOTE SEE NOTE 1 SCALE: 1" = 1'-0" 1'-0" #4@12" EW EF SEE PLAN FOR CLEAR DIMENSIONS SCALE: 1" = 1'-0"2 #4@12" NOTE: SEE PLAN FOR REBAR SIZE SPACING & SPAN DIRECTION; LARGER BARS ARE CLOSER TO T&B SURFACE OF SLAB WATERPROOFING & TOPPING BY OTHERS SEE ARCH DWGS #4@12" HEF #4@12" VEF DWLS T&B SIZE & SPACING TO MATCH SLAB REBAR DWLS TO MATCH VERT BARS DWLS TO MATCH VERT BARS WATERPROOFING & TOPPING BY OTHERS SEE ARCH DWGS 1' - 0 " EL VARIES EL 18'-6" @HP TOP OF GRADE BM EL 17'-0" SEE NOTE NOTE: SEE PLAN FOR REBAR SIZE SPACING & SPAN DIRECTION; LARGER BARS ARE CLOSER TO T&B SURFACE OF SLAB NOTE: SEE PLAN FOR REBAR SIZE SPACING & SPAN DIRECTION; LARGER BARS ARE CLOSER TO T&B SURFACE OF SLAB SE C T I O N S S3.1 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : AS N O T E D sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 GRID 1'-0" #4@12" EW EF 2-#8 B 2-#8 B 2-#8 T 2-#8 T 612" 2-#8 B #4@15" DOWELS 1' - 0 " 1 SCALE: 1" = 1'-0" L3x3x5 16 w/ 12"Ø x 6" LONG STUDS @12" OC K.7 1'-0" #4@12" EW EF 2-#8 B 2-#8 B 2-#8 T 2-#8 T 612" 2-#8 B #4@15" DOWELS 1' - 0 " SCALE: 1" = 1'-0" L3x3x5 16 w/ 12"Ø x 6" LONG STUDS @12" OC 2 L SE C T I O N S S3.2 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : AS N O T E D sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 3-#4@12 B 2-2x6 PT SILLS w/ 5 8"Ø EXP BOLTS @16" OC w/ 23 4" EMBED WWF WWF 2-2x6 PT SILLS w/ 5 8"Ø EXP BOLTS @16" OC w/ 23 4" EMBED #4@12 B x4'-0" LG 2-2x6 PT SILLS w/ 5 8"Ø EXP BOLTS @16" OC w/ 23 4" EMBED WWF #4@12 B x5'-0" LG 3 41 W BEAM, SEE PLAN FOR SIZE W BEAM, SEE PLAN FOR SIZEW BEAM, SEE PLAN FOR SIZE TOC EL - SEE PLAN TOC EL - SEE PLANTOC EL - SEE PLAN SCALE: 1" = 1'-0" 612" 612" 612" 2x6 (W1) w/ 12" PLYWOOD @SHEAR WALLS SEE PLAN W BEAM, SEE PLAN FOR SIZE #5 CONT 4-12 GRID 2 612" WWF 2-2x6 PT SILLS w/ 3 4"Ø EXP BOLTS @16" OC w/ 314" EMBED TOC EL - SEE PLAN 5" SEE ARCH DWGS 2x6 (W2) w/ 12" PLYWOOD SHEATHING 2x6 (W1) w/ 12" PLYWOOD @SHEAR WALLS SEE PLAN 2x6 (W1 OR W1A) w/ 12" PLYWOOD @SHEAR WALLS SEE PLAN #4@12" 1 4" BENT PL SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"1 SCALE: 1" = 1'-0" SE C T I O N S S3.3 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : AS N O T E D sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 3 4" T&G PLYWOOD 3 4" T&G PLYWOOD FINISH FINISH 1 2 JOIST BLOCKING OR DOUBLE SQUASH BLOCKING SEE BEARING WALL SCHEDULE ON S0.6 @SW FULLY BLOCK WIDTH OF WALL @SW FULLY BLOCK WIDTH OF WALL 3 4" T&G PLYWOOD 3 4" T&G PLYWOOD 3 4" T&G PLYWOOD34" T&G PLYWOOD FINISH FINISH FINISH JOIST HANGER SEE SCHEDULE ON S0.1 FINISH 4 SCALE: 1" = 1'-0"5 6 7 8 3 4" EXT GRADE PLYWOODROOFING 3 4" T&G PLYWOODFINISH 3 4" T&G PLYWOODFINISH 3SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" JOIST BLOCKING OR DOUBLE SQUASH BLOCKING SEE BEARING WALL SCHEDULE ON S0.6 1" BC RIM BOARD, TYP 1" BC RIM BOARD SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"9 10 JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE 2x6 (W2) w/ 12" PLYWOOD SHEATHING 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION 2x6 (W1) w/ 12" PLYWOOD SHEATHING @SHEAR WALLS - SEE PLAN FOR LOCATION LVL BEAM, SEE PLAN FOR SIZE LVL BEAM, SEE PLAN FOR SIZE LVL BEAM, SEE PLAN FOR SIZELVL BEAM, SEE PLAN FOR SIZE 2x6 (W2) w/ 12" PLYWOOD SHEATHING PROVIDE BLOCKING @4'-0" OC ROOFING 3 4" EXTERIOR GRADE PLYWOOD JOIST HANGER SEE SCHEDULE ON S0.1 11 FULLY BLOCK 2x STUD WALL, SEE PLAN LVL POST LVL POST 2x SILL PLATE 2x TOP PLATES SCALE: 1" = 1'-0" 3 4" T&G PLYWOOD FINISH BC RIM BOARD JOISTS SEE PLAN FOR SIZE 2x6 (W2) w/ 12" PLYWOOD SHEATHING FULLY BLOCK BETWEEN JOIST 3 4" T&G PLYWOOD 3 4" T&G PLYWOOD FINISH FINISH 13 14SCALE: 1" = 1'-0" 1" BC RIM BOARD, TYP 1" BC RIM BOARD JOISTS SEE PLAN FOR SIZE JOISTS SEE PLAN FOR SIZE 2x6 (W2) w/ 12" PLYWOOD SHEATHING 2x6 (W2) w/ 1 2" PLYWOOD SHEATHING PROVIDE BLOCKING @4'-0" OC 12 WINDOW HEADER SEE PLAN FOR DETAILSWINDOW HEADER SEE PLAN FOR DETAILS SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" 15 SCALE: 1" = 1'-0" LVL POST DOUBLE TOP PLATE LVL SHIM SOLID AS REQUIRED SEE DETAIL 5 ON S0.8 WF BEAM SE C T I O N S S3.4 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : AS N O T E D sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 21 ROOFING BC RIM BOARD JOISTS 2x BLOCKING @ 4'-0" OC 2' - 6 " M A X - S E E A R C H D W G S 2' - 6 " M A X - S E E A R C H D W G S 2-1 4"Ø x 412" LONG SIMPSON SDS SCREWS @16" OC AJS JOISTS 2x6 (W2) w/ 12" PLYWOOD SHEATHING 2x6 (W2) w/ 1 2" PLYWOOD SHEATHING GRID GRID 1 1 BLOCK SOLID BETWEEN JOISTS 2x6@16" OC w/ 5 8" FRT PLYWOOD 2x6@16" OC w/ 5 8" PLYWOOD SIMPSON "A23" ANGLE SCALE: 1" = 1'-0" 3 4" T&G PLYWOOD 2-1 4"Ø x 412" LONG SIMPSON SDS SCREWS @16" OC 1 1 2x6@16" OC w/ 5 8" FRT PLYWOOD CONT 2x8 SIMPSON "A23" ANGLE ROOFING 3 4" T&G PLYWOOD BC RIM BOARD DOUBLE JOIST SCALE: 1" = 1'-0" CONT 2x8 2x6@16" OC w/ 5 8" PLYWOOD 3 SCALE: 1" = 1'-0"4 SCALE: 1" = 1'-0" 4 S3.5 10"3" 16" OC 212" 112" 4" 3 8" BENT PLATE VENEER BY OTHERS AIR SPACE & INSULATION BY OTHERS 3 4"Ø THRU- BOLT I-JOIST BEYOND 8" MAX 312x117 8 RIM BOARD 5 SCALE: 1" = 1'-0" 212" 11 2" 4" 3 8" BENT PLATE VENEER BY OTHERS AIR SPACE & INSULATION BY OTHERS 8" MAX 514x117 8 LVL 312x117 8 LVL 13 4x117 8 LVL @24" OC 12" MAX 3" 3 4"Ø THRU-BOLTS @18" OC T&B STAGGERED 9" 18" 12" MAX 3 4" T&G PLYWOOD FINISH SE C T I O N S S3.5 dwg no: dr a w i n g t i t l e : dr a w n : pr o j e c t : da t e : AS N O T E D sc a l e : re v i s i o n s : BS M seal: 08 / 2 7 / 2 5 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G S , N Y PE R M I T S E T 08 / 2 7 / 2 5 UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C B A S E M E N T F L O O R P L A N H0 DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C F I R S T F L O O R P L A N H1 GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C S E C O N D - F O U R T H FL O O R P L A N H2 UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C F I F T H F L O O R P L A N H3 DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C P E N T H O U S E F L O O R P L A N H4 ® NOTE: EXAMPLE: LP AIRFLOW SIZE OF GRILLE, DIFFUSER A-6x6-50 ABOUT THIS OUTLET/INLET TYPE SEE SCHEDULE FOR SPECIFIC INFORMATION TYPE OF GRILLE, DIFFUSER ’ ’ GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C L E G E N D A N D N O T E S H5 CO & NO2 DETECTION AND CONTROL SYSTEM TEC GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C S C H E D U L E S H6 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C D E T A I L S H7 114" 3 4" 3 4" COND. 1" 112" 1 C 3 4" 3 4" COND. 3 4" COND. 3 4" 3 4" 3 4" COND. · · · 1) APPLY A CONTINUOUS BEAD OF EXTERIOR CONSTRUCTION SEALANT BEHIND PERIMETER FLANGE 2) MECHANICALLY FASTEN SCREW AT EACH CORNER OF THE MOUNTING FLANGE. FINISHED EXTERIOR CEILING/SOFFIT WATERPROOFING BY OTHERS SEALANT TYPICAL WALL INTERIOR GYPSUM BOARD METAL STUDS W/BATT INSULATION EXTERIOR GYPSUM BOARD BUILDING-WRAP REINFORCING WIRE MESH FINISH STUCCO COAT STRUCTURE OF FLOOR/ROOF ABOVE EXHAUST VENT XVENT BOX MODEL # THEB-446L-S 6" EXHAUST DUCT 4" EXHAUST DUCT BEYOND 4" EXHAUST DUCT BEYOND GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 HV A C D E T A I L S H8 UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 EL E C T R I C A L BA S E M E N T F L O O R P L A N - P O W E R E0 DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Caroline Street Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E1 EL E C T R I C A L FI R S T F L O O R P L A N - P O W E R GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E2 EL E C T R I C A L SE C O N D - F O U R T H F L O O R P L A N - P O W E R UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E3 EL E C T R I C A L FI F T H F L O O R P L A N - P O W E R DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E4 EL E C T R I C A L PE N T H O U S E F L O O R P L A N - P O W E R UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E5 EL E C T R I C A L BA S E M E N T F L O O R P L A N - L I G H T I N G DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Caroline Street Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E6 EL E C T R I C A L FI R S T F L O O R P L A N - L I G H T I N G GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E7 EL E C T R I C A L SE C O N D - F O U R T H F L O O R P L A N - L I G H T I N G UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E8 EL E C T R I C A L FI F T H F L O O R P L A N - L I G H T I N G DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E9 EL E C T R I C A L PE N T H O U S E F L O O R P L A N - L I G H T I N G GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E10 EL E C T R I C A L LE G E N D / N O T E S GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E11 EL E C T R I C A L RI S E R / N O T E S HOUSE PANEL 1 'HP' SCHEDULE VOLTS AIC 65,000; VERIFY WITH UTILITY MAINS LOCATED CIR NO LOAD DESC BRKR BRKR DESC LOAD CIR NO TOTAL LOAD DEMAND LOAD & - INDICATES GFCI TYPE CIRCUIT BREAKER ^ - INDICATES RED, LOCKABLE CLOSED CIRCUIT BREAKER TYPICAL DWELLING UNIT PANEL 'LC' SCHEDULE VOLTS AIC 65,000; VERIFY WITH UTILITY MAINS LOCATED CIR NO LOAD DESC BRKR BRKR DESC LOAD CIR NO TOTAL LOAD DEMAND LOAD * - INDICATES AFCI TYPE CIRCUIT BREAKER ** - INDICATES COMBINATION AFCI/GFCI TYPE CIRCUIT BREAKER & - INDICATES GFCI TYPE CIRCUIT BREAKER ^ - INDICATES LOCKABLE OPEN CIRCUIT BREAKER; TO ACT AS DISCONNECTING MEANS NOTE: NOT ALL CIRCUITS MAY BE USED IN EVERY UNIT. TENANT PANEL 1 'TP1' SCHEDULE VOLTS AIC 65,000; VERIFY WITH UTILITY MAINS LOCATED CIR NO LOAD DESC BRKR BRKR DESC LOAD CIR NO TOTAL LOAD DEMAND LOAD & - INDICATES GFCI TYPE CIRCUIT BREAKER TENANT PANEL 2 'TP2' SCHEDULE VOLTS AIC 65,000; VERIFY WITH UTILITY MAINS LOCATED CIR NO LOAD DESC BRKR BRKR DESC LOAD CIR NO TOTAL LOAD DEMAND LOAD & - INDICATES GFCI TYPE CIRCUIT BREAKER HOUSE PANEL 2 'HP2' SCHEDULE VOLTS AIC 65,000; VERIFY WITH UTILITY MAINS LOCATED CIR NO LOAD DESC BRKR BRKR DESC LOAD CIR NO TOTAL LOAD DEMAND LOAD & - INDICATES GFCI TYPE CIRCUIT BREAKER GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 E12 EL E C T R I C A L SC H E D U L E S / C A L C U L A T I O N S UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G U N D E R G R O U N D F L O O R P L A N P00 UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G B A S E M E N T F L O O R P L A N P0 DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Caroline Street Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G F I R S T F L O O R P L A N P1 GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G S E C O N D F L O O R P L A N P2 UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G T H I R D F L O O R P L A N P3 DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G F O U R T H F L O O R P L A N P4 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G N O T E S P5 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G S C H E D U L E S P6 8" BE EXLUDED. DIAMETR. HOLE. GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P7 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P8 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P9 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P10 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P11 TYPICAL NOTES: ALL FLOOR PENETRATIONS TO BE FIRE STOPPED (TYPICAL ALL LOCATIONS AND SERVICES) PROVIDE ACCESS PANELS AT ALL ISOLATION VALVE LOCATIONS (TYPICAL) BASEMENT LEVEL FROM RESIDENTIAL 1-1/4"(249 CFH) 3/4" (50 CFH) 3/4" G (50 CFH) GAS STOVE GAS METER 1ST FLOOR 2ND FLOOR 3RD FLOOR TYPICAL GAS RISER DIAGRAM (TYPICAL FOR 2ND FLOOR) 1 2 4TH FLOOR HOT WATER HEATER 1-1/4" G (199 CFH) DRIP LEG (TYPICAL) FROM RESIDENTIAL NATURAL GAS VALVE (TYPICAL) 1-1/2"(249 CFH) 114 3/4" G (50 CFH) GAS STOVE GAS METER TYPICAL GAS RISER DIAGRAM (TYPICAL FOR 3RD FLOOR) HOT WATER HEATER 1-1/4" G (199 CFH) DRIP LEG (TYPICAL) FROM RESIDENTIAL 1-1/2"(249 CFH) 114 3/4" G (50 CFH) GAS STOVE GAS METER TYPICAL GAS RISER DIAGRAM (TYPICAL FOR 4TH FLOOR) HOT WATER HEATER 1-1/4" G (199 CFH) DRIP LEG (TYPICAL) 1-1/2"(249 CFH) 1-1/4"(249 CFH) 1-1/2"(249 CFH) NTS TYPICAL GAS RISER DIAGRAM (TYPICAL PENTHOUSE FLOOR) TYPICAL GAS RISER DIAGRAM (TYPICAL FOR 5TH FLOOR) 5TH FLOOR PENTHOUSE ROOF NATURAL GAS VALVE (TYPICAL) NATURAL GAS VALVE (TYPICAL) FROM RESIDENTIAL 1-1/2"(249 CFH) 114 3/4" G (50 CFH) GAS STOVE GAS METER HOT WATER HEATER 1-1/4" G (199 CFH) DRIP LEG (TYPICAL) 1-1/2"(249 CFH) NATURAL GAS VALVE (TYPICAL) FROM RESIDENTIAL 1-1/2"(249 CFH) 114 3/4" G (50 CFH) GAS STOVE GAS METER HOT WATER HEATER 1-1/4" G (199 CFH) DRIP LEG (TYPICAL) 1-1/2"(249 CFH) NATURAL GAS VALVE (TYPICAL) BASEMENT LEVEL 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR PENTHOUSE ROOF GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 PL U M B I N G D E T A I L S P12 UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA1 EL E C T R I C A L BA S E M E N T F L O O R P L A N - F I R E A L A R M DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Caroline Street Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA2 EL E C T R I C A L FI R S T F L O O R P L A N - F I R E A L A R M GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA3 EL E C T R I C A L SE C O N D - F O U R T H F L O O R P L A N - F I R E A L A R M UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA4 EL E C T R I C A L FI F T H F L O O R P L A N - F I R E A L A R M DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA5 EL E C T R I C A L PE N T H O U S E F L O O R P L A N - F I R E A L A R M GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FA6 FI R E A L A R M RI S E R / N O T E S UP UP CAR ELEVATOR ELEV. MECH. ROOM 1 x 2 x 3 x 4 x 5 x 6 x 7 x 12 x 11 x 10 x 9 x 13 x 14 x 15 x 19 16 x 18 ELEVATOR EV C H A R G E R EV C H A R G E R EV C H A R G E R 17 x 8 x CAR ELEVATOR 211 SF SPRINKLER ROOM 166 SF ELECTRIC ROOM 172 SF COMMON162 SF BIKE STORAGE GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N B A S E M E N T FL O O R P L A N FP0 DN UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 RAMP UP 1/12 665 SF COMMON 199 SF TRASH 2507 SF RETAIL - 1 2564 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY CAR ELEVATOR CAR ELEVATOR Caroline Street Pa v i l i o n P l a c e GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N F I R S T F L O O R PL A N FP1 GFA = 9,392 S.F. D W DW D W DW UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1261 SF UNIT 201 - TWO BEDROOMS 1685 SF UNIT 204 - TWO BEDROOMS 1361 SF UNIT 205 - TWO BEDROOMS 1277 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1419 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N S E C O N D TH R O U G H F O U R T H F L O O R P L A N FP2 UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1087 SF UNIT 501- TWO BEDROOMS 1234 SF UNIT 502- TWO BEDROOMS 875 SF UNIT 503 - TWO BEDROOMS 970 SF UNIT 504 - TWO BEDROOMS 934 SF UNIT 505 - TWO BEDROOMS BEDROOM BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM MASTER BEDROOM BEDROOMDEN DEN GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N F I F T H F L O O R PL A N FP3 DN DN REF. WDWD RE F . ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1529 SF PENTHOUSE - 102 MECHANICAL ROOM DEN DEN CLOSETCLOSET LINE OF TYPICAL FLOOR BULD BELOW GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N S I X T H F L O O R PL A N FP4 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N N O T E S & DE T A I L S FP5 GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N N O T E S & DE T A I L S FP6 Flexible Hose Bend Characteristics: NOTE: For out-of-plane (three-dimensional) bends, care shall be taken to avoid imparting torque on the flexible hose. 90° OR OR Minimum Bend Radius Minimum Bend Radius Minimum Bend Radius Minimum Bend Radius Minimum Bend Radius Minimum Bend Radius Minimum Bend Radius 2X Minimum Bend Radius 2X Minimum Bend Radius The following table is used when the ambient temperature is maintained Ambient Temperature Exposed to Discharge End of Sprinkler °F/°C Exposed Minimum Barrel Length “Y” inches/mm 40°F 4°C 50°F 10°C 60°F 16°C 40 0 0 0 4 0 0 0 30 0 0 0 -1 0 0 0 20 4 0 0 -7 100 0 0 10 8 0 -12 200 25 0 0 12 3 0 -18 300 75 0 -10 14 4 -23 350 100 25 -20 14 6 3 -29 350 150 75 -30 16 8 4 -34 400 200 100 -40 18 8 4 -40 450 200 100 -50 20 10 6 -46 500 250 150 -60 20 10 6 -51 500 250 150 NOTE: Exposed minimum barrel lengths are inclusive up to 30-mph/48-kph wind velocities SIDEWALL Y Exterior Heated Space Unheated Space Face of Fitting PENDENT Y Face of Fitting Heated Space Unheated Space GENERAL NOTE: VERIFY AND CONFIRM ALL CONDITIONS AND/OR DIMENSIONS SHOWN PRIOR TO COMMENCING CONSTRUCTION OR ORDERING MATERIALS. NOTIFY ARCHITECT OF ANY INCONSISTENCIES FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. DESCRIPTION XXXX-XX-XX DATEREV. 1 10 F o r b e s R o a d W e s t - S u i t e 2 1 0 B r a i n t r e e , M a s s a c h u s e t t s 0 2 1 8 4 T: 6 1 7 - 2 8 2 - 0 0 3 0 PROJECT # DATE: SCALE: DRAWN BY: CHECKED BY: CR O N A N D E M P S E Y 35 C A R O L I N E S T R E E T SA R A T O G A S P R I N G , N Y 1 2 8 6 6 As indicated 23-135 08-27-2025 FI R E P R O T E C T I O N N O T E S & DE T A I L S FP7