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HomeMy WebLinkAbout19531_1_001_178.44-4-33_32_HORSESHOE_PLANS \\ \ \ \ ‘A \ \ \ /D4—/°' \ `'),.\ V, \\ \\ 3/Z \ MagneticlMeridian � \ \. \ \ \ \ \ \ \\-k-\% 3 U\6 M t\ \ \ 26, • Ven O�\ \ O cc ' \ \ \ - \ 07,_ \i-\\ \ _ •i\ oma, ,,`\ m \ ,4. N \ �� \00 \ \ O -3H \ �',/3 �N�M�`D�Nc'SES \ V- • YV U. 0 \ rZd \ y \ \ \ g \O - 7 _ . v \ I) \ it) ,. , , oseo ? se „0 „., " \--_-. 0 oU N \ f S,t O `/ \\ <,_, y M , \ 0 \ ,_ o co 0- r 7U i \Cti\ \ \ \ )\ ..), j M Ss�ER� ` 6E s.... � GP�P \ t ce. N �t M �2 .• V \\ V--- '\ t t` -\ 0R�`)e�P S g�ILDINGTB• K C \10 - 54\-(3) ,s 1-,4 I Z o , /v. 02 °-47 \ lu •` UTILITIES / \ \=z m \ \\ ' 3 °p1 \\ p y I co ZI <• \ V O v ] w v I I (i- \ / 1 0) \ ,, \ t 0 U O • 1 \ re vi N w W cc 3I z SII II- \ Q w OD o - N m tx 1 N! Ir VSD M � I) m M \ U \ tUI U \ 1 1 — = I \ \ \ 11 NOTES: MAP REFERENCE: 1) PARCEL AREA=5779.3+SQ.FT.(0.133+AC.) "The Village at Saratoga-Planned Unit Development- 2) MINIMUM YARD DIMENSIONS: Phase II,"made by Keystone Trozze,LLC,Architects FRONT:5 FT.(Maximum=25') - and Engineers,dated February 23, 1999,amended REAR: 40 FT. March 21,2000,and filed in the Saratoga County SIDE: 5 FT.EACH SIDE(10 FT.TOTAL) Clerk's Office on April 12,2000 as Map No.V-157. AT FOUNDATION,4 FT.EACH SIDE AT EAVE. 3) PROPOSED FINISHED FLOOR ELEVATION: 314.4 4) DENOTES EXISTING GROUND CONTOUR 311 DENOTES PROPOSED FINISHED GRADE CONTOUR: 3121 • SITE PLAN SHOWING A PROPOSED BUILDING TO BE LOCATED AT 32 HORSESHOE DRIVE IN THE VILLAGE AT SARATOGA PLANNED UNIT DEVELOPMENT PHASE TWO CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK , SCALE: 1" = 20' August 7, 2000 OWNER/DEVELOPER/BUILDER: Prepared by Omega Homes,Inc. . CHARLES T. NACY Pine West Plaza-Building 2 Washington Avenue Extension Licensed Land Surveyor 4 Albany,NY41 32 John Street Queensbury,NY 12804 ENGINEERING DESIGN BY: 0)10-)k • - Engineering America Company 376 Broadway Saratoga Springs,NY 12866 \\CS\\ \ A t; \ a \ \ \\\\ � \ \ 0 \ ilAero\ \\ \ \ \ �\N_a".:tcln ' , \i �-� '"\ • ; \-,-,j, �co gym\ , ` O \ \ -o �0 2\ /�¢'°D 0 \ 0 \' �\ �\ ,:::. \---: y \1. 1 \ ce. \ ,- Z/ 4.0' 5' , BAA .33 N ,-..1 0Y �, '- 29 • s° '\� Viss \ \OS3 s ,� stn \ "‘ 4,- 4g ,;$) \ 00 i Fpm \\ 1 7 • 0^ \ r Fe. X5. '� � 4°''4°E7-A. ?n \ \ 47 i M ,,,F%avv‘e \ g \ . _ , vo. \ . -1, \ ec,, ‹ze'n.:.\-,- ., ,,,,,,,,k, 2.5,... (::. „, ize •C/OtSeis et%G e \ \ Z ,:9 \ 0 \15\ ` .0-�c9• '—1 Gs�a9e \ ` � y y � i `� ,�..\_,..,.._ � e��, eWaY \ f0 x••l Y 5/ 0.7.--Stogy v / — i- 1 "1Shed' Alto 1\ \ _ �.SE�„ Gnu l� �� MIA• S \ ��79 'f,0\ \\so. 1 _ zit�� ¢ ,. I �. O 2 °.47 : 5 \ , /"_, ) . I \ x e, 2 • m \ \ soo ill �I U w I )\\\\ \ % D N W Lei I N t Jr 1 \ \1 3 J ` J w N > Y II • UI 1II N Z t, ii \ 1 Ila g . Iz \ IIla I � I iZ6. \ . /7 ' 1 8 I o I I = ==== \,. II • DEED REFERENCES: NOTES Clifford M. Kolakowski, individually,and doing business 1) Parcel area =5779.3 sq. ft. (0.133±Ac.) as Pooh Bear Ltd.(Pooh Bear being deemed a Grantor) 2) Existing building at Lot 32 Horseshoe Drive to was field located on March 21, 2000. Duten Associates, LTD. 3) Subsurface utility structures shown as D: 11/13/1996 located; no record found of rights - R: 12/11/1996 1451/373or easements granted to utility companies. James S. Carr and Victor R. Gush . to - MAP REFERENCE: Duten Associates, Ltd. "The Village at Saratoga -Planned Unit Development- D: 11/13/1996 Phase II," made by Keystone Trozze,LLC, Architects,. R: 12/11/1996 1451/379 and Engineers, dated February 23, 1999, amended March 21, 2000, and filed in the Saratoga County Clerk's Duten Associates, Ltd. Declaration -Protective Covenants, Office on April 10, 2000 as Map No. V-157. to Conditions, Restrictions, Easements, Omega Homes, Inc. Charges and Liens of The Village at . D: 4/5/2000 Saratoga, Inc. (A Homeowners Assoc.) R: 4/6/2000 1547/189 Dated: 9/19/1997, Recorded: 10/16/1997 at 1473/110(Deeds). MAP of a survey of lands proposed to be conveyed to I HEREBY CERTIFY TO Joan F. Stapleton, Charter One Bank, Joan F. Stapleton F.S.B., its successors and or assigns, and Lawyers Title Insurance Corporation that this map was prepared by me from Located at Lot 32 Horseshoe Drivein an actual survey on the ground, according to record information. The Village at Saratoga Planned Unit Development March 21. 2001 Phase Two Charles T. Macy, LS. NYS 1.;7-. N^ ag117 (Date) City of Saratoga Springs , Saratoga County , New York Scale: 1"=20' March 21, 2001 Survey and Map by Only copies made from the original of thisCHARLES T. NACY survey map which are marked with an �� Licensed Land Surveyor original of the land surveyor's embossed Unauthorized alteration or addition to a survey I ( 32 John Street • seal and bearing the surveyor's original map bearing a licensed land surveyor's seal is Queensbury,NY 12804 signature in red ink shall be considered a violation of Section 7209,subdivision 2,of the i valid and true copies. New York State education Law. 4 v Ir. 4 i ..t. 0 CV lab icA t1 C. O --- LINE OF 3 SEASON <> EXISTING 2x8 P-T FLO9R 11 RM. ABOVE " JOISTS @ 16" O.G. I EXISTING I lo'-o" +/- BASEMENT / I S.D.® I LINE OF NEW HARD I SCARE (BY OTHERS) ABOVE - I 0- ]-- - --1 o 1 - - I o- d--- -1 0 I- - ---1 -o I - - L _ J L _ J L _ _I L _ J L _ J S o N_ aa O .4 o + B "f O � - A6 -' rl � _ — _ _ Z ► 20'-0" / w � = >. F —� N > z � _ — w O 17'-4" 2 1-8" Q c) gboti Lu m UPS 1 - EXISTING FOUNDATION WALL -I — N v __f____ l - - - - - - - - - _ i DROP TOP OF NAL.-L,-- r POUR SLAB OVER >� } SAWGUT EXISTING ) < i REMOVE PORTION OF GONG. SLAB EXISTING GONG. SLAB EXISTING NEW A GONG. — GONG. SLAB SLAB A a? AS EXISTING — NEW AS in UNEXCAVATED UNEXCAVATEDtr- I /.•/ 8" - EXISTING FOUNDATION WALL < LOVER EXISTING FOUNDATION WALL TO 12" BELOW NEW SLAB . P Q " L — _ J Q � ..,, cxaQ �N tqg :-:r I- 27"i'z cz DTZ � � N DRILL EXTEND -. tZ' _ r . �, , ._ • s • - < N REBAR INTO EXISTING 12" LONG DOWELS @ 24" Zo w►- FOUNDATION (TVP) O.G., EPDXY 6" EMBEDMENT wit INTO EXISTING GONG. SLAB 4 B raw 7 L-AS - AIM 22'-0" (VERIFY) 20'-0" / / / 42'-0" +/- / / KEY .-,:::-.:.:...1.•4 NEW FOUNDATION WALL g- /II FOUNDATION PLAN S// /4 NEW WALL SCALE 1/4" = 1'-0" o EXISTING WALL o - -i. ITEM TO BE REMOVED FRONT F-O m (Q Q� 0dmtne u N *4 i @QN 2 in Wv[l� Q U 1 A g v /\ ^ V Q V 5 EXISTING EXISTING --L___} EXISTING Io'-0" +/- LIVING DINING 3 SEASON / / - - - - - —I— - - - - - - 1I 1 1 S EXISTING ( 1' CEILING ) o NEW N FOYER S.D.® / ---7: r RELOGATED HARDSGAPE EXISTING 0 HOT TUB (DESIGN BY o REF. KITCHEN = OTHERS) B v _11/\ /\ 1 0 O 0 1l'-4"a_ \ /-- NI I 1 y 2LS" W '-" ¢ z r-5 1/4" X 5 1/4" - Q,-t� 00 0 O I PARALLAM P.S.L. ) WNiO !///////////////////////////////////// ////////////////////// ////////////////�Q 1. cs� �� \ \ c•-•c•-•1 . 3-7 ;i� x d .. --,� z REMOVE ' `� m a I i " — '1 EXISTING DECK �— "` 1 _ I I! I T GEILIN6 BEND I SEE EIRE-RATING NOTES II I r', \\ II I I RELOCATE A I EXPANDED HOT TUB 5 1/2 ,6, ^ " ` o AS GARAGE II 1 A Q �' cv I % AS r in Ln 6 �—PROVIDE 3-2x12 HEADER W/ 3-2x6 I X c� POST ON EACH END OR 2 - 1.-15" X GIRDER I RUSS )11 K-- REMOVE WALL / O .1- POST L.V.L. HEADER W/ 4-2x4 POST T N ON EACH END I I J E Q `9 GEILIN6 BEND q \ N 1-a _, 11 - g Q 1 --1 N 1- Y F= i =J .`,1\'- I / to1 Z T io. cz 0 t (--1:';, \ \ -,C (NI .e '-5 1/4" X 5 1/4" B tri`, PARALLAM P.S.L. ( •a��: 22'-0" (VERIFY) COLUMN AS / •/ /.y Me 42'-0" +/- / / KEY w -; :.'.• ; .."-: :, .'": NEW FOUNDATION WALL guj NEW WALL FIRST FLOOR PLAN i �iiiiiiiiiiiiiiiiiiiii �. o i 4. 4. EXISTING WALL 111 SCALE I/4" = I'-0" F o El Jr. 4. ITEM TO BE REMOVED FRONT Qm o CO I Q m O m 0,4 2 " 1L Q V' ,\ ✓\ 5 — EXISTING ROOF EXISTING SECOND FLOOR - _' S ( INTERIOR ROOMS NOT SHOWN ) Z 0 N ( 8' CEILING ) 00 a) � A6 wL4 I—, .- z °° NI Q ) a 00 (1) a.= 'r) S i as o ii l ...1,.., 7, _ _, .-I" I II FRAME OVER W/ 2x6 RAFTERS ��� y NEW ROOF Z 'A I6 O.G. ,Q� II - TYPE "A" TRUSSES @ 24" 0.G. L t,n A I- f RIDGE VENT A..NEW ROOF z A AS � , AS w nL� yr cy QD 2x12 CEILING JOISTS ) 16" O.G. 125/12 125/12 Lcsn N fC n (-NI fi� NEV ROOF 2 Q ua_ Q ---1 N I ( 2x10 RAFTERS @ 16" 0.G. a in2z }3 �r zN E.- J kI .64 ri-al .. B ►. 11.11E AS LI w qk SECOND FLOOR LOOF PLAN, SCALE 1/4" - l'-0" _ o El FRONT t rJWm _ 0,....,,e v Rel 14; 4 O !p . _ 2 IL Q r — <> EXISTING ROOF REMOVE EXISTING ROOF Z 0 ^. N CONCEALED FLASHING !' N.., i- '� < EXISTING j !' 12 � ' 7.251 i 12 >:� FRIEZE BOARD TO 17.25 0 ¢c14 > toco MATCH EXISTING CL)< ROOFING SHINGLES 5 a„7,- SECOND SECOND FLOOR m . aQ C7 ll L r J 6v af' - 1 < SIDING TO _ MATCH EXISTING S FIRST FLOORin ty- - - - _i _ GARAGE FLOOR F---- - - _ _ _ _ _ - _ _____L____ _ _ - - - _ I g Q5I � oxMA L I o o = Z �- _, uQN BASEMENT FLOOR S _ _ - - - - - L r� J • � - - _ I blip: i Tzar Fir, _ J — STEP FOOTING AS m ►�e NEEDED ►� PAM RIGHT ELEVATION SCALE 1/4" = 1'-0" w ry O O E2 � OH' u -2x12 RIDGE BOARD 010) REMOVE EXISTING TRUSSES, 12 -GIRDER TRUSS -2x10 RAFTERS @ 16" O.G. i 4 INSTALL TYPE "A" TRUSSES 17.25 CO 24" O.G. 12 " f ri 1.257: o o m . .....-1, L. / \ I / \ „ PLATED WOOD TRUSS NOTES \ / -2x12 CEILING JOISTS I6 O.G. Q __ I. INSTALL MANUFACTURED WOOD TRUSSES AT 2' - 0" ON CENTER Q 1 ii I _J - UNLESS NOTED OTHERWISE. I I INSTALL ADDITIONAL 3-2X4 2. TRUSSES SHALL CONFORM TO THE DESIGN LOADS INDICATED AND \ H / TO TOP PLATE OTHER REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE. O 3. SUBMIT TRUSS DESIGN AND SHOP DRAWINGS BEARING THE SEAL OF In Lr) N THE NEW YORK STATE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE Lc) EXPANDED u) TRUSS DESIGN TO THE ARCHITECT FOR APPROVAL PRIOR TO GARAGE cs FABRICATION. 4. DESIGN LOADS: 1 1 TOP CHORDS LIVE LOAD: 45 PSF \ DEAD LOAD: 10 P5F Z f _ \ o BOTTOM CHORDS LIVE LOAD: 0 PSF DEAD LOAD: 10 PSF liek 5. CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING. INSTALL Mr TEMPORARY AND PERMANENT TRUSS BRACING IN ACCORDANCE WITH THEN TRUSS PLATE INSTITUTE SPECIFICATIONS AND / OR THE MANUFACTURER'S (-1 • PRINTED INSTRUCTIONS. lv :- PRINTED W > Zoo I 1 6. CONTRACTOR SHALL VERIFY TRUSS DIMENSIONS AND Ca z °' \ — — / CONFIGURATIONS PRIOR TO PLACING HIS ORDER AND SHALL BE 5 Q'd 7,.. .L -- Sao BUILDING SECTION A—A RESPONSIBLE FOR SAME. c • ! N - SCALE 1/4" = I'-0" CAD 1. ANCHORAGE OF FABRICATED TRUSSES TO WOOD SILL PLATES SHALL C7 1 BE THROUGH TRUSS MANUFACTURER RECOMMENDED SIMPSON STRONG-TIE :n CONNECTORS. SUFFICIENT ANCHORAGE FOR EACH TRUSS SHALL BE PROVIDED TO ENSURE THAT THE TRUSS DOES NOT MOVE LATERALLY OR -m ' UPLIFT. S '---' , 11),, , ' 8. TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY AND 2x12 RIDGE BOARD - 2x10 RAFTERS @ 16" O.G. T� TRAT THE JOB SITE 50 A5 NOT TO BE SUBJECTED TO EXCESSIVE LATERAL , BENDING. USSES MUST BE SET AND SECURED LEVEL AND PLUMB, AND v 8 12v77-411 - 2X12 CEILING JOISTS © I6 O.G. IN THE CORRECT LOCATION. 12 q. DEFLECTION IN ALL ROOF TRUSSES SHALL BE LIMITED PER CODE. / — - - _ Is I -- .2 \ -- 10. PROVIDE GIRDER TRUSSES TO SUPPORT SPECIAL LOADING WHERE D INDICATED ON THE DRAWINGS. Ln vs N Al I l'-q 3/4" m � I _ \ _ I � cN IIII "1 BOTTOM OF ci:d _' N GIRDER TRUSS 0 x A m 0 12 0 = z � 11.25 GIRDER TRUSS C d3 Lr) vQN e 12 0 EXPANDED 1251 r: Al GARAGE WEB MEMBERS 71_1 12 (GES 7.:w NOT SHOWN \ IS ►= •,iL = METAL HANGER\ \ - N T-\ m (B) jr, I'-0"/If _ / I' O" LI,-0" 22'-O" VE=RIFY / / 15'-8" / - - - TYPE "A" TRUSS DIAGRAM GIRDER TRUSS DIAGRAM Q ry , ok BUILDING SECTION B—B B SCALE: NONE SCALE: NONE o o SCALE 1/4" = I -O 6 (B) = BEARING LOCATION (B) = BEARING LOCATION v 4gR _9 g n . a ,ne 0 N m 4 30# FELT ,.. Ni- o m 0A: d @ ROOFING SHINGLES o o g 0) "WEATHER WATCH" ICE 4 WATER SHIELD, 12 TO 6'-O" AT EAVES, TO 3'-0" AT RAKES 4 PERQ FULL COVERAGE AT VALLEYS, TIE-INS 4 PLANS I Q SLOPES OF 4:12 OR LESS 1/2" 0.5.8. ROOF DECK WITH PANEL • GLIPS • CIELING 2X12JOISGS 16" O.G. SIMPSON CONNECTORS / 2X12 2x10 RAFTERS @ 16" O.G. METAL / A DRIP --- •_ GUTTERS DOUBLE 2x6 TOP PLATE DOWNSPOUTS 1 z WOOD SUB- SEE ROOF .( 5/8" TYPE-X GYPSUM WALL N FASCIA - ,� 1 BOARD FASCIA TO PLAN - MATCH EXISTING i • VENTED SOFFIT TO 2x6 STUDS g IS" O.G. � MATCH EXISTING • 7- rn5/8" TYPE-X GYPSUM WALL :1:::\ ,-,:',1.::::;:c:411':::;(*" SIDING A5 SELECTED > BOARD ;- D'C3 GARAGE1FILT RATIION BRRETURE / IRR ►, WALL SECTION „ QSCALE I = I -O Al !'2" OSB SHEATHING s1 I " I ; 1/2" EXPANSION JOINT FILLER,1 _ ` 7 FULL DEPTH OF SLAB (TYP.) __,P T 2X8 d 2x6 SILL PLATES ON - ' 4" GONG. SLAB (4000 P.5.1.) W/ 6X6 - SILL SEAL WITH 1/2" DIA. ANCHOR W1.4XWI.4 WELDED WIRE MESH OR FIBER h o BOLTS 12" FROM EACH CORNER MESH (SEE FIBER MESH NOTES) ro v `t AND �+8 O.G. L a GARAGE FLOOR 30# FELT- L._ � SLOPE GRADE AWAY ` _ — _.:2.._FROM BUILDING _ a ----''f a \ ROOF IN: SHINGLES \ %/\%/\%/\%c/\%/\%/\%/\%/\% v 00 , N TO 61-0" AT EAVES, TO 12In Y \ - Oo "WEATHEi�. WATCH ICE WATER SHIELD� \ ��� FU L COVERAGE AT VALLE Y5ATI E-IANSE PLERANS I / — dzi 06 MIN. COMPACTED SLOPES OF 4:12 OR LESS P co O0 O° SAND OR GRAVEL n a 5/8" 0.5.13. ROOF DECK LAID PARALLEL • Q #4 CONTINUOUS HORIZONTAL BAR TO TRUSSES WITH PANEL CLIPS (OR T4 G) i I MANUFACTURED WOOD ROOF TRUSSES < a Q J ' OR 1/2" O.S.B. ROOF DECK LAID ® 2'-0" ON CENTER. SEE PLATED , I J .N PERPENDICULAR TO TRUSSES WITH PANEL j TRUSS NOTES. a v BACKFILL W/ ,. E, 8 POURED CONCRETE WALL W/ GLIPS 19- Hp SAND OR GRAVEL > #4 VERTICAL BARS ® 32" O.G. V_ z co o o (3500 P.S.I. GONG.) SIMPSON CONNECTORS ' c� / Ud _ II . METAL 10"x20" CONCRETE i O FOOTING (3000 O Dili O DRIP — • -4, `� P51 CONCRETE) W/ a ° ,.`\.- ��;:, 3-#4 BARS GUTTERS 1A1Ii /.�l '�� CONTINUOUS 00 a DOWNSPOUTS �' .. ►��,A NM O oN a.. rt q INSTALL ADDITIONAL 3-2X4 TO TOP PLATE ° WOOD SUB- SEE ROOF 1.�, a 4 �° 24" LONG #4 BAR ® 32" O.G. FASCIA - ,� EXISTING DOUBLE 2x4 TOP PLATE PLAN n ° FASCIA TO 5/8" TYPE-X GYPSUM WALL BOARD a MATCH EXISTING•. • • o O O° VENTED SOFFIT TO A �-7\ MATCH EXISTING EXISTING WALL -UNDISTURBED EARTH W i A GARAGEGARAGE o d. NNALL SECTION WALL SECTION 2 R SCALE I" = I'-0" SCALE I" = I'-0" I 0§, LI Vd(tlNLn 0 c $ Qi �a GENERAL NOTES FRAMING NOTES - , I. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL CODE OF 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE HELD. I. LAMINATED VENEER LUMBER (L.V.L.) SHALL BE MICRO LAMS A5 MANUFACTURED BY TRUSS JOIST (DIVISION OF ANY APPARENT DISCREPANCIES BETWEEN ACTUAL CONDITIONS NEW YORK STATE R.G.O.N.Y.S AND ALL LOCAL CODES, ANY E = 1,100,000 P.5.1. MULTIPLE MEMBER L.V.L. BEAMS, WHEN TOP LOADED SHALL BE FASTENED TOGETHER ° m ORDINANCES, RULES AND REGULATIONS. AND THOSE SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE WITH THREE ROWS OF Ibd NAILS AT 12 INCHES ON CENTER. WHEN SIDE LOADED, MULTIPLE MEMBER L.V.L. BEAMS SHALL BE 0#(N d g Al I LNTION OF THE ARCHITECT PRIOR TO PERFORMING WORK IN FASTENED TOGETHER WITH TWO ROWS OF 1/2-INCH DIAMETER BOLTS AT 12 INCHES ON CENTER UNLESS OTHERWISE NOTED. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL THE AREA IN QUESTION. A o g 0) ELECTRIC CODE -- R.G.O.N.Y.S. REFERENCED EDITION. PROVIDE 2. FRAMING LUMBER SHALL BE #2 SPRUCE-PINE-FIR. Fb = 815 P.5.1. AND E = 1,400,000 P.S.I. UNLESS OTHERWISE NOTED. INSPECTION CERTIFICATE FROM AN INSPECTION AGENCY 10. DIMENSIONS SHOWN AT EXTERIOR PERIMETER OF PLANS ARE WHERE INDICATED, MANUFACTURED I-JOISTS SHALL BE TJI'S AS MANUFACTURED BY TRUSS JOIST (DIVISION OF WEYERHAUSER). ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION. TO FACE OF FRAME OR FACE OF MASONRY. DIMENSIONS SHOWN COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND DETAILS. o AT INTERIOR LOCATIONS ON PLANS ARE TO FACE OF FRAME. 3. NO WORK SHALL BEGIN PRIOR TO THE ISSUANCE OF THE 3. UNLESS OTHERWISE INDICATED, HEADERS FOR EXTERIOR WALL OPENINGS SHALL BE 3-2x8'5. REQUIRED PERMITS BY THE BUILDING CODE ENFORCEMENT OFFICE. II. CONTRACTOR SHALL VERIFY LOCAL ZONING REQUIREMENTS AND SHALL BE RESPONSIBLE FOR COMPLYING WITH SETBACKS, 4. UNLESS OTHERWISE INDICATED, HEADERS FOR INTERIOR WALL OPENINGS SHALL BE 2-2x6'5. 4. FINAL RECEPTACLE LOCATIONS SHALL BE APPROVED BY LOT COVERAGES ETC., AND SHALL BE RESPONSIBLE FOR OWNER. APPLYING FOR AND OBTAINING ANY NEGE55ARY VARIANCES. 5. DOUBLE FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE INDICATED. 5. FINAL WINDOW SELECTION SHALL BE BY OWNER. WINDOW 12. THROUGHOUT THE ENTIRE WORK PERIOD, CONTRACTOR SHALL MODEL NUMBERS SHOWN ON THE DRAWINGS ARE FOR SILVERLINE PROVIDE ALL NECESSARY SHORING, BRACING AND STRUCTURAL b. PROVIDE MINIMUM 3-2X6 POST FOR BEARING AT EACH END OF ROOF BEAMS, FLOOR BEAMS, AND/OR ROOF-FLOOR BY ANDERSEN WINDOW PRODUCTS. SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT, BEAMS UNLESS OTHERWISE INDICATED. SETTLEMENT OR COLLAPSE. 1. PARALLAM P.S.L. COLUMNS AND BEAMS SHALL BE AS MANUFACTURED BY TRUSS JOIST GO. E = 2,000,000 (FOR BEAMS) 6. ALL JOINTS AND OPENINGS IN BUILDING ENVELOPE SYSTEMS INCLUDING THOSE AROUND WINDOW AND DOOR FRAME BETWEEN 13. PROVIDE TEMPERED SAFETY GLASS WITHIN 18" OF FLOOR AND E = 1,800,000 (FOR COLUMNS) WALLS AND ROOF/CEILINGS, BETWEEN WALLS AND FLOORS / LEVEL AND ALL OTHER CODE DEFINED HAZARDOUS LOCATIONS. FOUNDATIONS, AT UTILITY SERVICE PENETRATIONS, AND S. PROVIDE FRAMING / SOLID BLOCKING A5 NEEDED TO TRANSMIT VERTICAL LOADS TO FOUNDATION. DISSIMILAR MATERIALS SHALL BE CAULKED, GASKETED, 14. DIMENSIONS SHALL NOT BE MEASURED OFF THE DRAWINGS WEATHERSTRIPPED OR OTHERWISE SEALED. BUT SHALL BE CALCULATED. o N 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO 15. CONTRACTOR SHALL USE WHATEVER MEANS NEGE55ARY TO ( GENERALLY AGGEPILD CONSTRUCTION STANDARDS AND / OR THE ESTABLISH FINISHED GRADE ELEVATION BEFORE COMMENCING APPLICABLE REFERENCED STANDARDS, RESIDENTIAL CODE OF CONSTRUCTION IN ORDER TO ASSURE PROPER DRAINAGE OF SITE NEW YORK STATE. AND TO MAINTAIN MINIMUM REQUIRED DEPTH OF FOOTINGS BELOW GRADE FOR FROST PROTECTION. CONCRETE FOUNDATION/SLAB NOTES 8. CONTRACTOR SHALL REVIEW AND VERIFY ALL SPECIFICATIONS, v u ' DIMENSIONS AND CONDITIONS WITH THE OWNER PRIOR. TO 2 y; STARTING HIS WORK. I. ALL CONCRETE FOR FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS, A d w '- e> z SLUMP OF 2 INCHES, AND A MAXIMUM AGGREGATE SIZE OF I - 1/2 INCHES. Q sem. a) ons CL) -s1.= `n 2. ALL CONCRETE REINFORCEMENT STEEL SHALL BE DEFORMED BARS, UNLESS OTHERWISE NOTED, OF THE SPECIFIED E SIZE CONFORMING TO ASTM A15, GRADE 60. A MINIMUM OF 2 INCHES CLEAR CONCRETE COVER 15 REQUIRED FOR ALL N o REINFORCEMENT. W FIBER MESH GARAGE SLAB f ( 3. CONCRETE FOR ALL INTERIOR AND EXTERIOR SLABS SHALL HAVE A MINIMUM 25 DAY COMPRESSIVE STRENGTH OF c�, ,, REINFORCEMENT NOTES ENERGY STATEMENT 4,000 PSI, A MAXIMUM AGGREGATE SIZE OF I INCH AND A SLUMP OF 4 INCHES. /,L,. 1 -- ' 4. ALL CONCRETE SLABS SHALL BE PLACED ON A MINIMUM OF 5 INCHES COMPACTED GRANULAR FILL (SAND / GRAVEL).TO THE BEST OF MY KNOWLEDGE BELIEF 4 PROFESSIONAL I. IN LIEU OF WELDED WIRE MESfi REINFORCEMENT, CONTRACTOR SLAB BASE SHALL NOT HAVE WATER ADDED PRIOR TO PLACEMENT OF CONCRETE.JUDGMENT, THE PLANS CONTAINED HEREIN ARE IN COMPLIANCE '��jSMAY USE SYNTHETIC FIBER REINFORCEMENT FOR CONCRETE VWITH THE ENERGY CONSERVATION CONSIKUGTION CODE OF NEW GARAGE SLABS. SYNTHETIC FIBER REINFORCEMENT SHALL BE5. ALL CONCRETE SLABS SHALL BE WET CURED FOR A MINIMUM OF l DAYS WITH SISAL-GRAFT OR APPROVED EQUAL. Y'J �1.; YORK STATE. '`��?.� '�N� PROPEX FIBERMESH 150 CONFORMING WITH ASTM G I'II6, TYPE III. S. PROVIDE UNDERSLAB VAPOR BARRIER AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE AT UNHEATED GARAGE: NO INSULATION NEGE55ARY THE RATE OF 1.5 POUNDS PER GUBIG YARD. MIX SYNTHETIC 1. ALL FOOTINGS TO REST ON UNDISTURBED (ORIGINAL) SOIL. ASSUMED MINIMUM NET ALLOWABLE SOIL BEARING FIBER REINFORCEMENT IN CONCRETE MIXER IN ACCORDANCE PRESSURE TO BE 2500 P.S.F. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBGRADE CONDITIONS. WITH A5TM G 14 TO ENSURE RANDOM ORIENTATION AND UNIFORM DISTRIBUTION THROUGHOUT CONCRETE. N 1- rci- m cZ S " FIRE-RATING NOTES CLIMATIC AND GEOGRAPHIC- DESIGN CRITERIA * Q J W 0. Q .--i Kr I GROUND I WIND SEISMIC SUBJECT TO DAMAGE FROM ICE BARRIER 0_ U I ' I. DOORS BETWEEN GARAGE AND OTHER INTERIOR AREAS DESIGN -_ FLOOD O H u� 1 cz F _ z cv SNOW LOAD d NT HAZARDS f _ SHALL BE 3/4-HOUR RATED AND SELF-CLOSING. SPEEDS GATEC,ORYe WeatheringQ Frost b Termite REQUIRED g 2. WALLS BETWEEN GARAGE AND OTHER INTERIOR AREAS 50 ci0 B SEVERE 4E5" MODETOTE 4 N YES SHALL BE FACED WITH 5/8" TYPE-X GYPSUM WALLBOARD CAVY rI . �4: 141411111,, (GARAGE SIDE) AND I/2" TYPE-X GYPSUM WALLBOAFD (HOUSE a)Weathering may require a higher strength concrete or grade of masonry than necessary bsatisfy the structural requirements of this code. The weathering �1►� column shall be filled in with the weathering index(i.e. "negligible," "moderate,"or "severe') for concrete as determined from the weathering Probability Map. .--- am" SIDE). The grade of masonry units shall be determined From ASTM G 34,G 55,G 62,G 13,G 610,G 125,G 121,G 216 or G 652. rah'"a Ci�' b) The Frost line depth may require deeper footings than indicated in Figure R403.1(1). The jurisdiction shall fill in the frost line depth column with the minimum L= NM3. ALL GARAGE WALLS AND CEILINGS SHALL BE FINISHED WITH depth of Footing below finish grade. 5/8 TYPE-X GYPSUM WALLBOARD. c) The jurisdiction shall fill in this part of the table to Indicate the need For protection depending on whether there has been a history of local subterranean termite damage. d) The jurisdiction shall Fill in this part of the table with the wind speed from the basic wind speed map. Wind exposure category shall be determined on a site specific basis in accordance with Section R 301.2.1.4. e) The jurisdiction shall fill in this part of the table with the Seismic Design Category determined from Section R301.2.2.1. f) The jurisdiction shall fill in this part of the table with(a) the date of the jurisdiction's entry into the National Flood Insurance Program(date of adoption of the first code or ordinance for management of flood hazard areas),(b) the date(s)of the currently effective FIRM and FBFM,or other Flood hazard map adopted by the community,as may be amended. g) In accordance with Sections R 6105.2.1.1.R 105.4.3.1,R 105.6.3.1,R 6105.1.3.1 and R 105.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with "YES." Otherwise,the jurisdiction shall Fill in this part of the table with "NO." i) The ground snow loads to be used in determining the design snow loads for roofs are giving in Figure R 301.2(5) For sites at elevations up to 1000 Feet. Sites at elevations above 1000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1000 feet. w * Table R301.2(1)of the Residential Gode of New York State (Blanks to be Filled in by jurisdiction) O �u- o El 419 bj("3- �UdtnNe o tS g COC g o g cv c g c'§ gg lk A 12 —18 12 0 sr— REMOVE EXISTING ROOF N –ROOFING SHINGLES—> —EXISTING —> a 12 12 s SF— ---1,5w >z00 FRIEZE BOARD TO Q 0 e� MATCH EXISTING - N7CONGEALED FLASHING 12 Sr—• "d 11,0,-; SECOND FLOOR ' �-- - - ,-.moo - l F SIDING TO MATCH EXISTING— > /c -' m ' c-_. , A .., 1 .`c) %,p44.--‘,0 --1 1 \ .) /C',,, S FIRST FLOOR t GARAGE FLOOR m -- - - - - - - - I - - -3 SEASON FLOOR cz N I I ��� m 7? ° H$ (0 ;t- I ') f L .--1\_ I -1 S BASEMENT FLOOR 'moi:_ L _ ,\ l 011111W REAR ELEVATION . SCALE 1/4" = I'-O" R z Et Ilh6 g ,Damuie ,I