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HomeMy WebLinkAbout20250566 33-35 Caroline St Site Plan Plans1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. THIS PROJECT IS DESIGNED UPON THE BASIS OF THE IBC CODE, LATEST 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. THE BUILDING DESIGN BY RCA DOES NOT INCLUDE THE DESIGN OF ANY ROOF TOP POOL, HOT TUB OR OTHER WATER FEATURE. THE OWNER SHALL COORDINATE ANY ADDED ROOFTOP WATER FEATURE WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. GENERAL NOTES ALIGN 1 A1.1 TITLE SCALE ELEVATION INDICATOR Partition Number Elevation Letter Drawing Shown On Sheet Number Elevation Number One Door Into Space Letter Used If More Than Indicates Floor (letter or number) 1 1001A A B C D 1 A-1 DOOR NUMBER INTERIOR ELEVATION INDICATOR PARTITION TYPES Indicates Door Number 1 A12 Detail Number Drawing Shown On (Only If NOT Same Dwg.) 1 A12 DETAILS WALL SECTION 1 A12 1 A12 (Only If NOT Same Dwg.) Drawing Shown On Detail Number BUILDING SECTION 1 A12 CEILING HEIGHTS NORTH ARROW DRAWING TITLE DESIGNATION EXTERIOR WINDOW/LOUVER TYPE 1 REVISIONS A Finish Ceiling Elevations Revision Number Above Finished Floor Project North True North Room or Title Designation Room or Title Number OVERHEAD PROJECTIONS SLOPE DESIGNATION ALIGNMENT DESIGNATION Line of Object or Building Above Designates Surfaces to Align Slope Dn.Arrow Indicates Direction of Slope Window Type ROOM NAME/NUMBER DESIGNATION Room Name Room Number Indicates Floor Indicates Elevation ELEVATION DATUM 1ST FLR SLAB ELEV.10.0' 107 BATH WALL TO BE REMOVED PROPOSED WALL EXISTING WALL TO REMAIN 7'-6" A.F.F. DOOR TO BE REMOVED PROPOSED DOOR EXISTING DOOR TO REMAIN GRAPHIC SYMBOLS (Only If NOT Same Dwg.) Drawing Shown On Detail Number (Only If NOT Same Dwg.) Drawing Shown On Detail Number (Only If NOT Same Dwg.) Drawing Shown On Detail Number CONCRETE Misc. sized wood Dimensional Lumber Only Small Scale Large Scale PLYWOOD BLOCKING ROUGH WOOD FINISHED WOOD EARTH BATT INSULATION RIGID INSULATION CARPETING GYPSUM BOARD Small Scale Large Scale GLASS MATERIAL SYMBOLS FIRST FLOOR: 2 - RETAIL RETAIL 1 ONE RETAIL 2,396 S.F. RETAIL 2 ONE RETAIL 2,670 S.F. 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 3,920 S.F. FOURTH FLOOR: 6 UNITS: (5 - TWO BEDROOMS AND 1 - ONE BEDROOM) 9,440 S.F. UNIT MIX TALE UNIT TYPE QUANTITY AREA (S.F.) KEARNEY BLOCK 35 CAROLINE RESTAURANT A 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 6/24/2025 3:09:02 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 ro oOo _S§ € $e o0.UC«C«wik = S 9 Os N ~ co +e > oS ” 7) — 7 ms Vesg 5 oO > AQ +274.58 c 5 = ~N “ Oo O € | Oo NOS nz _ MY nm “Ys | 274.39 4+ / +275.00 n Jt 4275.04 / o °°. | 5 / Places in Saratoga, LLC / / a8 | 3 Inst. $2013038068 /\ / ‘Ss . r«D) ° } ON é $63'29°35"E 89.00 | \\ 9/8 R. abn Q2 > aC “I \ / ai cniniettatotet h aoe (CUARD RAL f{—_—_}—}—_--F t-—}-—-+F- } 4-—}-+ tJ tt P= =+ ttt ttt __ No i 41 , Je 7g’ / M ap Leg en d CG a ae aT 4 = me mm OE mm = / a \ / [pee — 43.09 i 5/8"IR. | 5/8" IR | 45.41 55038'22""_ | Ga 4V_,_ LCONC. APRON | -5/B"1R. fo) marker found, labeled —— . "275.27 EDGE OF ASPHALT 3.95" me 3 3n'00'E @ utility pole Nw & l \ | 12 RIGHT OF WAY i o74s4 5/8°R. S63°30'00"E tility p . —— > \ ! VO ALL IN FAVOR OF ——@_ | 19.20 i sign BE Oo RIGHT OF WAY (SEE INST | / | 1974.73 ® water valve an . Ss A ASsRESERVED IN_|| Wot #2009006434 ! y x lamp post gyi: 09 18 © BK606 P4295 lands of / 1274.51 —— ..——.--— overhead wires Zz C © oO Oo CROSS—HATCHED) | ® / | o in 10 Fe I ¥ Burton Schwab / Jas ° gas line S|. ~~ 2 SY i F< —cone PAD | 5,958 s.f. or / --HKEFFEFI-F guard rail Ae & x TC:276.10 os [KA AM AAA 7 » | 0.137 ac. /E a 274.44 )—)—) dt i O Se AFincore TC: 275.94 —/—/—/—/— wood fence BC: 275.53 Boe as 1 “279.20 776,49 \ DEED REF #1 / va BY os 5 +275.82 \ | Le S/ +2788 B & a FLUSH 275.57-H / shade Si “Lc 5 4.07464 Lo & 1 Al >» 274.41 mn - a: i \ ~ 274.53 — | S Deed References: = > \ NN } 4,064 s.f. or \ ) \Q / SO \ > , S Q Zz \ 0.093 ac. N\ O ' - 1. Burton P. Schwab Z, o & x SO | DEED REF #2 \ \ 6) Sy OG Inst. #2009006434 Ea] < 55 FLUSH 275.91-H ] ' / © < SS: a ; | — Ow d << N : NO \ oO S/ Hw .ot 2. RSJATTTO59, LLC g is $276.97 ed JS , &S ; Pes Y v |< \ SG CONC S58 Inst. #2023014911 Ler: TC BREAK: 276.77 pel RO / ~ PAD | 26 N gA fan) a ox na ow Ly =] N / ' & N &)- oS nNces: t < ap erere . N orn | KR — = Ny \ aie \ 275.38 |_| / OVERHANGS CAE 1, ”As—Built Survey 79 Henry Street Mixed Use > \ Oy S Yo y m7 Building” dated Jan. 28, 2021 prepared by “ 1 STY. n| 0 \ t \ / / BUILDING Thompson—Fleming Land Surveyors, P.C. — S LNG. a] a "CLANCY'S ” _ in BLOCK ma \ \ / ” 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, QO +27714 —~_|| & bl g ASPHALT TAVERN na Land 0:27.56 || BUILDING | © PARKING / 2002 prepared by Thompson—Fleming Lan . wo pp i277 86 BC: 277.06 o e OT ' / / Surveyors, P.C. -_ j S|= \ / 3, "2 Lot Subdivision, Lands of Joseph R. Nemec dated w Fle Bs, / 3/25/04, last revised 8/21/04 prepared by a \ } / All—Points Land Survey, LLC filed in the Saratoga ao ae County Clerk’s Office as Map #N204A. = a 4277.72 Sf min i Ae . & ' / / 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. _ wea H / " d to RSJATTTOS9, LLC Fre. | 277. ) 5. "Map of Lands to be conveyed to sana, | {] 1027842 LoS ane ww ( dated Aug. 3, 2022 revised _____ by nuNpaet eo \ SN Thompson—Fleming Land Surveyors, P.C. INV.S 264.70 oy | | GATE or797 ADS o a SAN.MH. J FFE= ‘\ Le osuss \, Tc BRE ea ot ‘0. BUILDING _ OVERHANG 278.43 43,38’ ! { | 278.09 278,38 64.82 Su rvey N otes: ‘ y 2210, -——— = oe = —o a = 0 -—= = = es == —= —— : cB ee \ N6530'00"W 108.20 | 1. Elevations are based on NGVD 1929 datum. RIM=279.13 \ HANDLOLE = DRILL HOLE | | 7 IDEWALK ° INV=271.95 \ \ a Ye S) IN CONC, Fouto Wy . 2. The location of underground utilities shown on this HANDHGLED o \ \ iA 1C:278.60 BREAK om d | hae : plan are for information only, and all utilities may - TC ‘ \ \ | Boz78 278.04 Fe CURB 70.278.05 "FLUSH 27746 sven 0 | on 59 not be shown. The owner or contractor shall TT i . 7278. , 2277. 2277, 10:279.77 TC:279.40 \ ST FLUSH a cs BC: 277.54 | BC: 277.30 fa TX. Sano BC: 277.13 contract U.F.P.0. (1-800-962-7962) and the BC: 279.34 BC:278.94 INV.W=263.59 % TC BREAK:278 45 “bs | se b INV=273.57 : proper local authorities or respective utility company S g ¢— x LN ee \ BC:277.94 a | = | having jurisdiction to confirm the location of all INV.SE=263.69 existing utilities before commencing work. ny _— ~~ g f k. A i 9 \ \ ¥ ™ a1 86 ar WATER Ww W W W costs incurred by the owner or contractor due to Ww OW Ww Ww vw Ww W w W wW W W " w i ® . . . . | the failure to contact the proper authorities shall ° ~\ \ \ / become the responsibility of the owner or SAN. MH a ' +277.49 contractor. RIM=279.72 bs > SAN. MH % / S L ef | 12” SANITAR | —s SA No SA SA SA Ve RIM=278.59 im uO NE. SA re os SA SA s | 3. The location of sanitary sewer service to each \e \ NV 266.58 SA SA sf * ") | ° | \ x building is unknown. 4 as. ST ST ST —— STORM. OY gen a \ INV.S.=264.85 \ x st ST mA\cd sT—s——ST ST ST sT ST ST sT ST sT | © ~—s sv wa SAN. MH : RIM=279.31 STORM MH _ RIM=277.45 STORM MH _ . cowie OY \ tee | ww lounaoras aD OR | Certification : 7 INV.W.=266.80 1C:278.12 INV.E.(IN)=267.45 IT IS HEREBY CERTIFIED TO: Be7ra09e / 4 \ \ \ INV.E,=266.90 ao BC: 277.58 1 | ERIC BRODWIN AND CRONAN DEMPSEY - : —| @ 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 GAS RIM=278.88 OR NNER NUY limited to persons for whom the boundary survey map is, prepared, INV=271.58 ’ to the titl , the governmental agency, and to the lending ue \ 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 ee 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. S23-174.24 P:\D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey.dwg C aroli ne Street Pavil i o n P lace Unauthorized alteration or addition to a survey map bearing a licensed Land Surveyor's Seal is a violation of Section 7209 subdivision 2 of the |New York State Education Law. CB RIM=279.13 INV=271.53 ELEC. HANDHOLE 4 i _ no G SAN. MH RIM=279.72 7) SA-——fo SA SA STORM ——— ST SAN.MH. G SA SAN.MH. RIN# 278.36 INV.N.E 264.60 INV.S.=264.70 < < |¢) __ \v. le } s t SA STORM MH RIM=279.31 INV.W.=269.81 ‘ a INV.E.=269.41 \ SA SA SA SA SA SA 12 ” SA N . SE W E R SA SA 6” WA T E R MA I N Only apparent easements (if any) are shown on this survey. No abstract of title was available. CB RIM=278.88 INV=271.58 Ww Ww CU R B n/t Places in Saratoga, LLC 7 Inst. #£2013038068 / METAL GUARD RAIL 9$63'29'35"E 89.00" yj = tt tS II AAAS SAH TT TTT ee = $350°38 22° W fe, / CONC. APRO 3.95" p27 = 5; 5/8"R. $63°30'00"1 | 19.20’ L / BUILDING CORNERS / OUTSIDE PROPERTY LINE / / JS ‘/) / CRY ® iy, & Jo vy [O° & Jo 7 33) oe /. & o/ 3 Se o /~ fu / / N / N / & / Ss / = < yf <x = a / ° / sown \\ N63°30'00"W 108.20! Oe i OO . = = & HANDHOLE 5 7 : b cove. FOUND | le SIDEWALK | <a | : = 4 ” CURB | 0 fa | | 7 CB a ta RIM=277.07 == | | and ti INV=273.57 = = 4” WATER Ww Ww Ww Ww W. Ww. W. Ww Ww W: W. rt W: W. Ww. ‘\) Caroline — _ Street |. sss, sA———— SA SA SA —y SA SA SA no ST st ae st —s=—— ST St ST st st st st ST a a “| hooves aio Nyrn 268.60 | INV.W.(OUT)=267.25 (PAVED OVER) | INV.W.=266.80 L INV.E.(IN)=267.45 INV.E.=266.90 | Map Legend fo) marker found, labeled @ utility pole oO sign @ water valve pot lamp post — ..—— .. — overhead wires G gas line —/-/-F-/-/-/-F- guard rail —_/—/—/—/— wood fence Deed References: 1. Burton P. Schwab Inst. #2009006454 2. RSJATTTOS9, LLC Inst. #2023014911 Map References: 1. "As—Built Survey 79 Henry Street Mixed Use Building” dated Jan. 28, 2021 prepared by Thompson—Fleming Land Surveyors, P.C, 2. "Map of Lands of Burton P. Schwab” dated Dec. 16, 2002 prepared by Thompson—Fleming Land Surveyors, P.C. 3 "2 Lot Subdivision, Lands of Joseph R. Nemec dated 3/25/04, last revised 8/21/04 prepared by All—Points Land Survey, LLC filed in the Saratoga County Clerk’s Office as Map HN204A. 4. "Map of Pavilion Park Property” dated 1874 prepared by L.H. Cramer, C.E. filed in the Saratoga County Clerk’s Office as Map FF—38 and FF-39. 5. "Map of Lands to be conveyed to RSJATTTOSY, LLC dated Aug. 3, 2022 revised ______ by Thompson—Fleming Land Surveyors, P.C. Survey Notes: 1. Elevations are based on NGVD 1929 datum. 2. The location of underground utilities shown on this plan are for information only, and all utilities may not be shown. The owner or contractor shall contract U.F.P.O. (1-800-962-7962) and the proper local authorities or respective utility company having jurisdiction to confirm the location of all existing utilities before commencing work. Any costs incurred by the owner or contractor due to the failure to contact the proper authorities shall become the responsibility of the owner or contractor. 3 The location of sanitary sewer service to each building is unknown. Certification IT IS HEREBY CERTIFIED TO: ERIC BRODWIN AND CRONAN DEMPSEY that the map was prepared in accordance with the current existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors, Inc. The certification is limited to persons for whom the boundary survey map is prepared, to the title company, the governmental agency, and to the lending institution listed on this boundary survey map. Re c o r d No r t h pe r ma p re f . #2 R: \2023\Caroline St. (35) Dempsey, Cronan 23-135\5. Consultant Drawings & Information\I. Survey\S23-174 Dempsey PROPOSED PLOT PLAN xm.dwg _ SN —— = C i Co .§ ob = Bo QQ. OC a 8 (» Y © C) Na, 4 — S _ O vs > 5% D2 Sg ~s < 808 ‘D (C) 5 & 2 OS > ACY g LO > ” _ qd LY 8 Y) nN Os Q Je —- NS eM — qd O (_) > GS 1g Q BS | mR C5) y 00 th 0 & 0, in 2 ar -_ =| & 8 5 [ a > Sle Z| > Ole CA\ Ye ea! 0 =| 9 > =| 4 » & Dy Cc Ere DA ie) SS LL JEP | DATE DESCRIPTION | REVISIONS DATE: Dec. 20, 2023 JOB NO.: S23-174.24 TAX MAP: i 165.60—-1—27,28,29 SCALE: 1” = 10’ | 5 0 5 10 ee S23-174.24 APPLICABLE CODES INTERNATIONAL BUILDING CODE 2015 (IBC 2015) INTERNATIONAL ENERGY CONSERVATION CODE 2015 (IECC 2015) BUILDING AREA BASEMENT:10,152 GROSS SQ.FT. FIRST FLOOR:9,315 GROSS SQ.FT. SECOND FLOOR:9,392 GROSS SQ. FT. THIRD FLOOR:9,392 GROSS SQ. FT. FOURTH FLOOR:9,392 GROSS SQ. FT. FIFTH FLOOR PENTHOUSE: 6,250 GROSS SQ. FT. SIXTH FLOOR PENTHOUSE:3,920 GROSS SQ. FT. BUILDING TOTAL 57,813 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 lllCONSTRUCTION IN GROUPS R1 AND 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 9,642 GROSS SQ. FT. DIVIDE BY 200 = 49 MECHANICAL 510 GROSS SQ. FT. DIVIDE BY 300 = 2 BASEMENT FLOOR SUBTOTAL = 51 FIRST FLOOR: RETAIL USE 5,497 GROSS SQ. FT. DIVIDE BY 60 = 92 RESIDENTIAL 1,301 GROSS SQ. FT. DIVIDE BY 200 = 7 PARKING GARAGE (OPEN)2,517 GROSS SQ. FT. DIVIDE BY 200 = 13 FIRST FLOOR SUBTOTAL = 112 SECOND FLOOR: RESIDENTIAL USE 9,392 GROSS SQ. FT. DIVIDE BY 200 = 47 THIRD FLOOR: RESIDENTIAL USE 9,392 GROSS SQ. FT. DIVIDE BY 200 = 47 FOURTH FLOOR: RESIDENTIAL USE 9/392 GROSS SQ. FT. DIVIDE BY 200 = 47 FIFTH FLOOR: RESIDENTIAL USE 6,250 GROSS SQ. FT. DIVIDE BY 200 = 32 SIXTH FLOOR PENTHOUSE: RESIDENTIAL USE 3,920 GROSS SQ. FT. DIVIDE BY 200 = 20 TOTAL BUILDING OCCUPANT LOAD = 356 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 TRVEL 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 MAXIMUM COMMON PATH OF EGRESS TRAVEL IS ___. 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 ___ SQUARE FEET AND HAS AN OCCUPANT LOAD OF ____. THE OCCUPANT LOAD OF ___ SQUARE FEET x 0.2 INCHES PER OCCUPANT = ___ REQUIRED STAIRWAY WIDTH. A TOTAL OF __" OF STAIRWAY WIDTH HAS BEEN PROVIDED. 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 6/24/2025 2:51:48 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. 3 EV CHARGER STATIONS WILL BE PROVIDED. NOTE: 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 10 ' - 2 " 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' - 2 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 2 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 2 " 9' - 0 " 001 001 001 001 001 001 001 001 1 1 1 1 1 1 1 1 6 F F F F F FF F 9' - 0 " 3' - 1 " 11' - 1" 11' - 9"64' - 3" 4' - 1 " 11 ' - 2 " 11 ' - 2 " 66 ' - 4 " 107' - 7" 71 ' - 7 " 21 ' - 2 " 92 ' - 9 " 107' - 7" 88 ' - 8 " 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" 6/24/2025 2:50:27 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 UP DN DN UP DN DN ELEVATOR 199 SF BIKE PARKING OFFICE RAMP UP 1/12 ELEV.276.5 ELEV. 277 ELEV. 275.3 ELEV. 277.7 ELEV. 277 ELEV. 276.2 RAMP UP 1/12 ELEV. 274.39 ELEV. 275.5 ELEV. 274.7 ELEV. 278ELEV. 278 ELEV. 274.7 665 SF COMMON 199 SF TRASH 2396 SF RETAIL - 1 2670 SF RETAIL - 2 RAMP UP 1/12 RESIDENTIAL ENTRANCE 92 SF MAIL ROOM LOBBY 8' - 8"7' - 6" 16' - 11" 7' - 1 0 " 12' - 0" 5' - 0 " 20' - 6" 8' - 0 " 25' - 8"5' - 0" CAR ELEVATOR CAR ELEVATOR 58 ' - 4 " 10' - 11" 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 001A 002 002 002 001 002 005 002 003 005 003 003 101A 100A 101A 101ABB A A B B B B101A A1 2 A1 A1 A1 A1 3 3 6 A1 2 2 3 2 2 3 A1 A1 2 3 3 A1 3 A A A A A A A A A AA AA A A A A A A A A A A1 11 ' - 1 " 10 ' - 1 0 " 8' - 5 " 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"19' - 2" 107' - 7" 88 ' - 8 " 4' - 1 " 107' - 7" 92 ' - 9 " 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" 6/24/2025 2:50:28 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 UP DN UP D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR MASTER BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM BEDROOM 1263 SF UNIT 201 - TWO BEDROOMS 1696 SF UNIT 204 - TWO BEDROOMS 1403 SF UNIT 205 - TWO BEDROOMS 1364 SF UNIT 206 - TWO BEDROOMS BEDROOM CLOSET CLOSET WALK-IN CLOSET 1434 SF UNIT 203 - TWO BEDROOMS BEDROOMBEDROOM CLOSET 431 SF COMMON MASTER BEDROOM 847 SF UNIT 202 - ONE BEDROOM BEDROOM CLOSET CLOSET DEN CLOSET DEN 13' - 2"10' - 7" 8' - 0" 3' - 2" 15' - 10"9' - 0"15' - 5"13' - 3"14' - 3" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 8' - 0 " 8' - 0 " 17 ' - 1 " 2' - 5 " 17 ' - 5 " 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 102A 102A 102A 102A 102A 102A102A 002 003 2 2 1 2 2 1 2 2 2 1 002 003 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" 6/24/2025 2:50:29 PM TY P I C A L F L O O R P L A N 23-135 06-20-2025 DK WC A2 3/16" = 1'-0"1 TYPICAL FLOOR PLAN REV. DATE DESCRIPTION DNUP UP D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR 427 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' - 2" 15' - 10"9' - 0"15' - 5"13' - 3" 1' - 6" 12' - 9" 13 ' - 3 " 2' - 4 " 8' - 1 0 " 11 ' - 5 " 8' - 0 " 8' - 0 " 17 ' - 1 " 2' - 5 " 17 ' - 5 " 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" 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" 6/24/2025 2:50:29 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 UP DN UPDN D W DW D W DW D W REF. REF. REF. RE F . REF. RE F . D W ELEVATOR 427 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' - 2" 15' - 10"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 ' - 5 " 2 ' - 5 " 1 7 ' - 1 " 8' - 0 " 8 ' - 0 " 1 1 ' - 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 " 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" 6/24/2025 2:50:30 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 UP UP DN DN REF. RE F . D W REF.REF. D W D W REF. D WD W ELEVATOR 459 SF COMMON 1095 SF UNIT 501- THREE BEDROOMS 1234 SF UNIT 502- THREE BEDROOMS 876 SF UNIT 503 - TWO BEDROOMS 973 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 BEDROOMBEDROOM BEDROOM 12' - 1" 8' - 10"15' - 3" 4' - 4" 4' - 4" 15' - 4"8' - 9" 12' - 7" 11 ' - 6 " 2' - 6 " 24 ' - 1 0 " 20 ' - 1 " 2' - 7 " 14 ' - 1 1 " 11' - 5" 2' - 6" 12' - 6"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 " 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 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" 6/24/2025 2:50:30 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 DN DN REF. WDWD RE F . LADDER ELEVATOR 236 SF COMMON BEDROOM BEDROOM MASTER BEDROOM MASTER BEDROOM 1396 SF PENTHOUSE - 101 1530 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 CLOSETCLOSET 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 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" 6/24/2025 2:50:31 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 SITE USE PLAN0' - 0" TYPICAL FLOOR PLAN12' - 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 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 6/24/2025 3:02:26 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 A7 1/4" = 1'-0"1 ELEVATION 1 MAIN ENTRANCE REV. DATE DESCRIPTION SITE USE PLAN0' - 0" TYPICAL FLOOR PLAN12' - 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 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 6/24/2025 2:51:01 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 A8 1/4" = 1'-0"1 ELEVATION 2 REV. DATE DESCRIPTION SITE USE PLAN0' - 0" TYPICAL FLOOR PLAN12' - 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" 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 6/24/2025 2:51:17 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 A9 1/4" = 1'-0"1 ELEVATION 3 REV. DATE DESCRIPTION SITE USE PLAN 0' - 0" TYPICAL FLOOR PLAN12' - 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" 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 6/24/2025 2:51:31 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 A10 1/4" = 1'-0"1 ELEVATION 4 REV. DATE DESCRIPTION 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" 6/24/2025 2:51:33 PM BU I L D I N G S E C T I O N 23-135 06-20-2025 DK WC A11 REV. DATE DESCRIPTION 1/4" = 1'-0"1 Section 1 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" 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" 6/24/2025 2:51:33 PM WA L L 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 A12 REV. DATE DESCRIPTION BUILDING SECTION WITH FIRE-RATED CONSTRUCTION REQUIREMENTS 1 2 3 4 5 6 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 HOUR FIRE RATED FLOOR ASSEMBLY 1 HOUR FIRE RATED FLOOR ASSEMBLY EXTERIOR BEARING WALLS - 2 HOURS ALL EXTERIOR WALLS RESIDENTIAL UTILITIES RETAIL RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL NOTE: SEE FLOOR PLANS FOR ADDITIONAL WALL LOCATIONS AND REQUIREMENTS. 2 HOUR FIRE RATED FLOOR ASSEMBLY 3 HOUR FIRE RATED FLOOR ASSEMBLY SECOND FL FIRST FL THIRD FL FOURTH FL FIFTH FL HEAD HOUSE ROOF BASEMENT TY P E 1 B C O N S T R U C T I O N TY P E I I I B C O N S T R U C T I O N 10 ' - 4 " 8' - 1 0 " 8' - 1 0 " 8' - 1 0 " 8' - 1 0 " 8' - 6 " 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 ALL WELDED METAL RAILING 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 9' - 6 " 9' - 6 " 9' - 6 " 9' - 6 " 12 ' - 0 " 10 ' - 0 " 10 ' - 2 " 4' - 0 " 4' - 0 " 10'-0"5'-6" 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" 6/24/2025 2:51:33 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 A13 REV. DATE DESCRIPTION 1/4" = 1'-0"1 BUILDING SECTION WITH FIRE-RATED CONSTRUCTION REQUIREMENTS 1/4" = 1'-0"3 TYPICAL WALL SECTION 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 6/24/2025 2:51:38 PM RE N D E R I N G 23-135 06-20-2025 DK WC A20 REV. DATE DESCRIPTION