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HomeMy WebLinkAbout38940-Z PONTI NO RESIDENCE LnIt — w 0 0 0 N W Q N 2 Z aW 4 V Q Y � v C z d C ------------ N O U c K' u L_L_I (� N a 1 EXISTING HOUSE 1 FFH STRUCTURE TO REMAIN pq ALL AREAS Z A2 L VIII Q LU I � ucJ� 1 O 111 ® © 1 I1LLU I I Ili z I, NEWCON5TRUCTION FRONT ELEVATION Z SCALE: n" = I'-D" W J m U O o } Q U z z z o U' y CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA w � WEATHERING SEVERE Q FR05(LINE DEFTH 3'-O" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE �:� �1;II,'•�, i, WIIJTEP.DESIGN TEMP. ICE SHIELD UNDER, AS PER MANUFACTURERS LAYMEN REQUIRED SPECIFICATIONS/STATE CODE FLOOD HAZAP.DS �.L W o � > a m z 4 N Min 11 r o C �o C d mc' i z C_ � � Y +o- z O — 1— - o / — o LU W3 JI�I O u M'28310 IO LL' NEW DECK REMOVE EX15nNG uu u IT BACKS ELEVATION NEW CONSTRUCTION 5CALE: -0" = P-0" Z U-; n J fn >-- z U � Q U Z z (z o ,V^ Y L 1 N W PAGE: N Z d. N r ° OZ N C s•.ole•.o• � � ¢ Uj Z rr iz-o — I'- 2- 2"*vNVACQ GIRDER 4"X 4"ACQ POSTS ON B" ' 50NOTU5E W/POURED I CONCRETE FOOTING, FLARED m TO 20'X W DEEP;TYP. BOTH ° ° 0u x NEW 2"X 10"ACO LEDGER BOLTED b 't ( ;. I > Z C N 0 AGAINST EXISTING HOUSE FRAME WITH 5"'LEDGERLOK"SCREWS @ r A GARAGE �+ N I G"O.C.; HANG D.J. FROM LEDGER WITH SIMPSON LU26 CONNECTOR 4"POURED CONCRETE 5LA15 I ON COMPACTED FILL WITH U) U - - - - - — GAUGE WIRE6/ 10 ID I •.� : I o I o PROV. EPDXIED N4 STEEL REBARVERT. @ 12"O.C• INTO FOUNDATION WALL E FOOTINGABUTTING ° EXISTING CRAWL SPACE 4" POURED CONCRETE SECflol+ SLAB ON COMPACTED FILL; I { A Q R 19 INSULATION o 0 I .,o; I TYPICAL ALL AREAS I �• m o W 'MEW FOU14DATION WALL x HEIGHT TO BE LOWER THEN EXISTING TO ACCOMMODATE LARGER FLOOR.JOISTS LOWER FOUNDATION WALL o` — _ —HEIGHT AT DOOR OPENING— _ _ -- 6 b•1 3'-0" POURED CONCRETE APRON @ GARAGE BOOR FX15TING 5A5EMENT - z3•-0' EXISTING FOUNDATION WALL LEGEND: BILCO U EXISTING CONCRETE Z BLOCK WALL 4 FOOTING — TO REMAIN 8"POURED CONCRETE W Z FOUNDATION WALL WITH 1'-4"X 8"FOOTING; 3'-O' BELOW GRADE U � Q U z FOUNDATION PLAN z o SCALE: A' = I'-O" +'oD lu � •\� \� PAGE: Z Be CI N I O Z C 4"%4'P05T W/2"X 2" — ' —.`. U' .. .. .. AND BOTTOM RAILS `v . .• ", .M,z 10 i 3 w H OUTLINE OF EX15TING 2"% 10"R.R. WALL LEGEND: C] C 2 ------------------DECKTO 6EREEMDVED I I @ IG"O.C. z I "I I I WALL TO REMAIN I h NEW DECK DOWN TO BE REMOVED JI X G"DECK BOARDS I 2"X I d' <. , t NEW CONSTRUCTION s X G"STUD FRAME EXTERIOR WALL I b R-19 INSULATION W/9"CDX PLYWOOD o } a, I zase o I I SHEATHING €SIDING TO MATCH z C P IDE I YPSUM BOARD I ; I 51I I dT^N YH r� Xr�PA'GRt?^ ✓�Q�•rCN' `O PROVIDE 3- 2"X W HEA RS I N w ABOVE ALL WINDOWS €DOORS I GARAGE 6 UNLE55 OTHERWISE NOTED; MATCH d NEW WINDOWS TO EXISTING HEADER I 2'X I O"P.R. HEIGHTS (LOWER FLOOR AREA)I I @ I gpi OC I I O .Q �. 2868 I I s[cnoN AN351 12 `x.15 MIIJUTE FIRE RATED DOOP. 4 A Q •) CLOSING HINGES, �8 OO SWEEP€STEELJAMe I @ x G"O.C. REMOVE EXISTING MUDROO DOW\ i lase Q DOOR€JAMB; NEW "X I O"RIDG TRIMMED OPENING€ ,qy`• '1W� FLOOR SADDLE U a O y0 Q AN351 ry @) � \�3 3- 2 %8'-O"DOOR W/ O 3- 2"% I Up HEADER€ —11C5205TRAPPING cz —2.S—y-• .M LL L. —._. . . _. NOTE: v-0•— PROVIDE WIRING FOR OVERHEAD GARAGE DOOR AS PER MANUFACTURER SPECIFICATIONS € IN ACCORDANCE WITH THE RE51DENTIAL ELECTRICAL CODE OF NEW YORK STATE U z � w � � rz Q FIRST FLOOR PLAN Q z SCALE: 1'= 1' 0" ( ,1 S (n ID W PAGE: I/ = i NI-AI1U#G-5.G.H.E.D.Yu%......... ROD 1 Bac port mu 011riON mop rOmc conamcrioN mduudL JOINT 365CF11PTION NAILQUAUTY NAIL 5PACING Ro.rrmmwa RA"ERTOTOrrLTE Tovl�ab V.vWAwa-ad- PR RAFTER ............— .... ........ ...._r'- '__--...........--............... ............ ..................�... .... ING. — ........... Wa-ad E ................. GENOWTOTOFFLNTE TORLV- . ..... .. ....... M 0WS ............ z cE1u14jOe,TTOmkf5-RA,TEP M.CNA= 50ET�ES.7 �LAI GMMG JOW LAVS OVE(.PMTRUIZ r�EHALCD SOTAELEa� LKr u COUARTIETORMTER I F�EMLM, flUCTMEZA KRTIE T.- ............. LL FWA BOARD To UI W Rfi,,,r, 2CIINIED -iGd ENCH DIDd GCN FN M ---No L45ED 0 WALL FRAMING M Tcrruarfo-T&Tikf�-- In Tor Mile M 14MIX T10115 4-IGd Mital-mil.. M 7 STUD 76 5TOD- mumuno 2-16d 24-= 4-= H&D C 1,TO H CAPE R r.�E,ddnz. IG-OC i.—,Gd i&iiii-EYM—D "",.T.D .......... fr MRaa stop MIAP4015T.END J05r.OR 15WCMIR, =CILan, 2�lGd 1&,M.T u aarr.m rwvd ruorRY66i. ........... FLOOR 1• wRiGr1 173"LVL RIDGE W1 JOF5TT0SILL TDFFLAT�OKGlRpER TOE NkLUD ..Ea ntioe, SIMPSON 0520 CONNECTOR Top.I]-L.VP .......... .2,a4 cir, ((YP. ALL RAFTERS) ........... ....................I L"? 2"X 10'LAYOVER VALLEY- ma-Mas 341d "a HOUSE I-EDGERSWIFTO ZtAM F% Ervwm -7da 6� ar6f- ARCHITECTURAL ASPHALT J06T ON LEDGM TO MdA TflWun, EX15TING H BOLT TO RAFTERS W/ ROOFING WITH 15# FELT MIwv J.19r To DID WALED 5T'RUCTURE TO REMAIN LAG DOLTS *WA5HEA OVER 1,C;Dx PLYWOOD I 11.11AAG� I.--"-- nuael................ ....... v,mL01fiwc!s!uiLqIz:.OPF1LKTE Toel"IED P� ad pflitrow op� 12 4 .. . ... ............... .................. WITH ICE f WEATHER SHIELD .or 5,11MMING ALL AREAS 2"X O"RIDGE PERIMETERS#VALLEYS SIMPSON CQ; '.Tc STRU=R�M1103 7ok 4'PMMETER EDGE ZOM- I W QZ-G•AT I'Vie,EDGM, • 0 C II Z C ad A11DATUITERIAM .......... ......................... ......... 5IMP50N H7 CONNECTOR z•Ar@ Ir"o.c. ad. .Or T11CPCRIW[Or M51-0) TC 170-11MIE—ILF1— REQUMMEWbSpPWIMUSED. FASCIA, VENTED SOFFIT. WW .................. —----- 11 W P1111 I- 2"X I ON C.T. @ 16"O.C. RAFTER.OVERHANG .YMUM IYALMARD Sd COOLERB T EDGE/10'FRLO Z,X av-ai. 3- 2"X 6"HEADFR5; G.'O'C b WALL 5HEATAING R-30 INSULATION rypsum BOARD ............... .. ................. PROVIDE SIMPSON C%?o 6 44 41 EDGE MN - I G'QVC-W AT PANO.TDGM MV 12'AT ON ALL SURFACES 1Z STRAPPING ABOVE ALL NEW PITIItOEDIATI!50PTDW. MITT!1Afla-po. WINDOWS I,EXTERIOR DOORS ad 119CPJORZOI R-1G DFC-G'AT FAJM MGM Am 12 AT GARAGE FIRM rml-bi, "I.- ......... .-M11fQ..tuD MUI)ROOM G'5TUD FRAME EXTERIOR 0 ad 31tpG1E-1G,-L5D----- ............ ..................... WALL @ I G"O.C. W1 R-19 INSULATION idCOOLEM 7-EDGEI C-Pla-D NOTE: PLYWOOD SUBFLOOR 1ui 0 5 CDX PLYWOOD SHEATHING ad 4'=EZDllt' lcVO-9-ATPMIfLWGEbMlD'2AT �uofm, ALIGN FINISH FLOOR HEIGHTS Wl'TYVE!IQ HOUSE WRAP; SIDING TO 12-AT NEW WITH EX15TING KITCHEN MATCH EXISTING ON HOUSE 2"X 5'F.J.F,J, @ I G"O.C. npoRsrlurnwG P-19 INSULATION 2'X G'ACO SILL PLATE! � < ic-w" OVER TERMITE SHIELD OVER 511-1-SEAL, C) Wo O.L.RMepale d.,. u wdl 1.WGm PROVIDE SIMPSON 0520 Lu POURED CONCRETE SLAB W/UPT4 CONNECTORS CRAWL SPACE ON COMPACTED FILL WITH DIAMETEP ANCHOR BOLTS 0 ...... W.W.M. GXGI lox 10 Wj 7" MIN. DEPTH @ 4&O.C.W/ (1- W—d I G '—pxd.��l Ito I� GAUGE WIRE(TYP. GARAGE) 0 MIN. 3'%3'Xk'WA5HrF @ PLATE (Z NEW 8-POURED CONCRETE FOUNDATION WALL W1 1'-4"X&d. FTG.; PPOV. 2- #4 REBAR IN FOOTING (TYPICAL ALL AREA5) BUILDING SECTION "All SCALE: :f" = I'-0" EXISTING HOUSE STRUCTURE TO (_5 REMAIN aa I X I RIM BOARD CONTINUOUSLY AROUND DECr�l FLOOR�HEIG�VLT o5�XG,, DEcriNG J RI 2- 2"X b'ACQ GIRDER lD APPROX. P-X I Ork ACO F.J. @ 10 O.C. BOLTED THRU POST W1 P�OV ROV. H4 (2) -Y. CARRIAGE BOLTS CONNECTOR C) 2"X 10"ACO LEDGER BOLTED b 5IMP50N ABU44 CONNECTOR ITYP) z TABLE P,301 G TO HOUSE FRAME WITH 5" < '�LEDGEPLOK'SCREWS @ 19"O.C.; -A HANG D.J. FROM LEDGER WITH ;V'X 4"ACO POSTS ON 8" a ALLOWABLE DEFLECTION OF 51 RUCTURAL MEMEDERS SIMPSON LU28 CONNECTOR 50NOTUDE W1 POURED STRUCTURAL MEMBER ALLOWABLE DEFLECTION CONCRETE FOOTING, fl-AF&D BOTH TO 2o"x all DEEP; TYr. Ralt.,5 haven slo Pad 9 realer U160 LLJ than 3112 with no finished ceiling attached tG rapers Interior walls A paitibons HI 150 Moore 6 pinterad cell) ,s Usco DECK 5ffCTl(:)N All other Structural mweberv, L1240 EAcror walls with plaster or [11360 5CALE: 1.. 11-0.. 4 stucco Finish Fd nor wAls-R,.rd loads.1;h 1-1240 t b"U1e finefies f,&.rior walls-mind loads with 1,1120 flexible hn'shes GENERAL NOTES: The information an this set of constructrandocuments 15 to relate basin design FRAMING NOTES: PLUMBING * HVAC NOTES: Intent and framing details. They are Intended as a con5bvctlon aid,not as a substitute for generally accepted goad balding p--boC and are in camphance with • All lumber i5 to be Douglas For p2 or better at 10 on center All plumbing work shall be dead by a duly licensed plumber and must conform and adhere current New York State building codes. The general contractor o responsible For to all New York 5bte building codes t saftey requirements. N propding standard construction details and procedures W endure a professionally • All wood framing In contact Ankh concrete or masonry:s to be pressure treated. 'ACO'designation Z finished,structurally sound and weatherproof completed product. refers to current arsemc-free treated wood standards and shall tate the place DF'CCA' If will plates or Joets are cut dunng the m5tallation of plumbing fixtures or equipment O General contractor to coordinate all subcontractors,scheduling of work and contractor must prwide appropriate brscmg Fa tie Laming back together, interaction between trades. All TJI's are Lo be Installed m accordance with the manufacturer's 5peolw4tions and 5MI include IT squash blocbng web sti fenem at bearing points on girders and other load bearing areas Baseboard heating is to be hot water and zoned. Plumbing contractor is to N C adequately size the system and place the baseboards in an mobttmctwo location,n each room W O N • The contractor Is responsible for crwuring that all Work and comlructien meets Z N or exceeds current federal,state and local codes,ordinances and regulation,etc. • Structural Steel ASTM A36- FY= 36 Y51 required to recieve heat. Minimum of one thermostat far each zone will be required. 9 Z C These conics are to be considered as part of the specifications for this building plan. • All straps,connectors,plates, bolts,nails,etc. are to be galvanized. Designated connectors,straps, Mechanical subcontractor r5 responsible for adhenng W all applicable codes and NO Ac un 2 IF in the course of corutructron,a condition dusts which disagrees with that as etc,an these drawings are my by Simpson unless otherwise indicated. All connectors,straps, to.are to be saftcly requirements. md¢awri on these drawings,the coTtract.F shall stop work and notify the designer naileatbolted in accordance with the manufacturer's specifications. -- -' A the engineer immediately. Should he fad to follow this procedure and conbnue work, • HVAC subcontractor to fully coordinate system data t requirements with the Z he shall assume all responsibility and liability arising therefrom. equipment su lier and to rrrpde Lmi s stem Layout drawin and submit,t to general contractor, All Naar sheathing is m be°','AC type plywood. league 4 grope and shall be glued and screwed to PP P y5 g 3 ua w DimensHrux take precedent over scale-DO NOT SCALE DP.AWINC{a, Lhe floc-ji,asts(G"o...edges t 12"o.c. held) owner and equipment supplier for final review t approval. o N p a The designer has not been engaged for construction Super won and assumes no 5alid blocking 1s to be installed every G'-0'max,or mid span of all Reorjouits will,spans exceeding ELECTRICAL NOTES: renpanmbday for construction coordinating with these pons,nor responmbdlty for 5•.O". Blocking,s to be metalled at all point load bearing points, construction means, methods, techniques,sequences or proceed ide or Far noftey precautions and programs in cennerl on winth the work indicated. There are ria . Install double o:5ts under all partition,running parallel All offu tui work a be BOARD OF FIRE UNDERWRITERS approved and to include warranties For a specific use expred5ed or Implied In the use of these plans. J p ng p i„s ad Had of installed b t .ITurfiwtr. G I indicated on plans. Light fixtures ex a .rooted by owner and installed by contractor. GPI outlets required at bathrooms and utenor areas. Install Contractor to provide hardwired smoke dekecticre,with battery back up•and will, All artenor wall headers to be 2-LVL's as indicated on floor plans t sections and all rntenor all outldts as per code. All work Is to be done rn strict accordance with the New York Stile Cade N no intervening switches,on all floors and m each bedroom.Vent'with local code headers are to be 2. 2'x H"Unless otherm.noted. All headers exceeding 5'-O'shall have a double by A licensed electncian. AN new switches t outlets to be Lemtion,slJ namad.supplied t installed requirements as per Section 8317 New York 5tate Reerdentral Constnioton Cade. Jack stud with a single king stud t on extcnor walla prepaid double sell plate(typical). by contractor. Contractor to do all hook-ups as required for bathrooms. t`- O u, Install carbon nronoude detectors as per code. L O FOUNDATION NOTES: Provide Insulation baffles at dove vanes between rafters and solid:vents as indicated �- —- D 3 I an plans N C r Z • General contractor to review plans,.1.1s..and details to detemune Extenar flashing 1s to be adequately installed at all connections between roofs, —115, ami q Y C Intended heights of finished floor above typmal grade. chimneys. p%lecbons and penetrations as required by approved constriction practices. u w u t F • Footings.lull bear on undisturbed soil within bearing capacity of 1.5 WHRI.q.t. FLOOR PLAN N OTES: N • Concrete shall be FC= 3,500 P51 Q 25 days Dimensions shall take precedent over scald drawings,DO NOT SCALE DP.ANIINGS • Concrete on A"sand or gravel ILII mrmmum,with GxG- 10110 welded wire mesh All interior walls to be covered with z gyspusm board with metal comer reinforcing, All reinforcement. Interior slabs to be placed an 6 cox.stabilized polyethylene vapor drywall products,including gypsum board,screw.Joint compound, tapes t You Shall be U.5. banner. Welded ware mesh 1.W be placed In the top third of the slab and,s to be Gypsum Co.or approved equal All Joints shall wcam 3 coats of Joint treatment. Sand final P.APTER adequately supported by precast concrete bar supports to assure not the reinforcement z is held 1n posabon during concrete placement and bushing. coat to smooth surface. All walls,coding and interior of dozeks Fn be Wped and IJOTOtm RAF — spackled, 3 3 coats, oaatt s, ready for paint. FAFIER -p RIDGE _ RAFTEAL Is O • Isolation faints are to be installed between the Word the walls,Use preformed INsHobon ratings and installation locations a5 indicated on floor plans t zecbons EDGE1— TOP PLATE _p Joint filler that rs to be cut 112'below the sop surface and the resulting Joint a to be Filled TOP PLATE _O oath an dlastomenc Joint sealant. WALL STEP Walls common to garage and house to have a layer of 3"lire rated gypsum board at WALL SND a General contractor to mstall cop-r•tex(or copper)sheet metal aurr a Spends garage side with 5'-0"return on adjacent walls t ceiling Provide 2 layers of S.fire rated Q between all wood surfaces that are exposed to concrete or masonry surfaces. gypsum board on all engineered lumber as required by manufacturer specifications TYPICAL ROGE TO P,AFFER STRAPPING TYPICAL Apor BERM TO RAFTER 5TRAPPNJG TYPICAL RAFTER TO WALL STUD COHNI!CTION ALTERNATIVE RiJTER TO WALL 5Np CONNECTION Dampproof dtenor of foundation wall with a bituminous coating; Foundabon All bath t lutchen area walls and CCAm95 adjacent to wet areas to have water resistant �J excavation rs not to be backfilled prior to the Installation of the floor Gaming. drywall,and provide wonderboard for all areas set to recieve Inc. O 214D.FLOOR WALL STUD LING 5T JD5 O WOOD JOIST O WOOD JOIST 2ND.FLOOR,PLATE CRIPPLE STUu SUBFLDOR HEADER a— RJM BOARD BLOGhIG JOIST HAIJGER GIRDERmEADC'r. 15T FLOOR TOP PIATE5 \ )ACI:STUDS WOOD GREEN. ¢[Ty WOOD J015T ] l IST FLOOR WP1L 5TU0 TYPICAL nPABER CONNEGIIpN JOIST FRAMING OVER.WOOD mROF.R JOIST FRAMING FWSN WITH GIRDEP,mFADER TYPICAL MULTI.5TORY CO NNEUID145 GENERAL WIND PROTECTION CONNECTION NOTE5 / \ MEfALHOLU- Adapted from 5tandard for Hurricane Pesetant Residential Construction; 55TD wall PLAT DOWN STRAP 0BOTTOM RUTS I0-99 and 2001 SBC Hlgh Wind Edition Wood Frame Construction 5UB FLOOR �— 3B-16d 511JnEP. WALL STUD DOUBLE J015T — .rtJ 15T.FLOOR WALL5i NAILS AS PER krOUNDATION 3-2T4-V D SNDFasteners and Connectors for Wood Frame Construction BOTTOM PLATE MANUFACNREP, p CONIERTyr. LD BATHTUB NI. A conmuou5 load path between footings, foundations walls, floors, studs and DouBlEloIST I rST.FL5UETUOoa Pu�SIu �roof framing shall be provided. RIM BOPREI FRAJO15TlYPDOUBLE JOIST FOP.NOWx!ARHWG WAU5 DBL SILLPIATE2. A roved connectors, anchors and other fastening demce5 not mduded In pouaLE siu cure pp wJLHOR BOLTf l IAA RESAR NJ the 5tandard Building Code, Table 2306. I shall be Installed 1n accordance with DOUBLE J015T FOR UNDERA BATIRUB FOUNDATION WAIL SHEAR.LONEMIN.manufacturer's recommendations. r2 W10PP.OVIOE I/2.5PPCIIJG 30'MIN. y 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the 14D THE THE ERSTUD P.n_BAR LENGTH WALL TIP. ANT THE 2 OTHER SETS 1/2'MIP, weather or Subject t0 5alt corro510n ID e05tal areas, Shall be Stainless steel Or FORALLOWING CONNECT CORNER star FROM fAP.LIEP. } J SILL GPSCET nOLDOOWP1IIi5TPAATION TO TRAPI5FEP.5HFAR ISL FLOOR TO FOUNDATION LWINECfIONS z O hot dipped galvarll2ed. t FASTEN WITH(2) Md Z TERMDE SHIELD WMMON NNL9®6.OG MLTµHOLO-DOWN I UPUFT ANCHOR 4. Where windows and doors Interrupt wood Structural panel Sheathing and DBL,s1u PlAres 1 ♦. 51DEWAJL BJDWALL z z " siding, framing anchors or connectors shall be provided at the top and bottom (rp ovePlPP lollrtsl of cripple studs, header 5tuds, and at least one stud at each side of opening. FOUNDATION WALL WIND RE515TANT CONSTRUCTION CONNECTORS 5112AR WALL CORNER CONNECTION _CONNECTION LOCATION: PART NUMBER= NOTE5: V l lar 5. PLdge straps shall be attached to each pair of opposing Falters except where T EDGE-TO-RAFTERS 0520 . 20 APPr.Y TO EACH PAIR Or RAFTEILS LI collar ties DF I xG or 2x4 lumber Is located In upper third of attic Space and PLL FIAFT5 TO FDUrmATION ANCHORING RAFTER-TO-WALL 17 APPLY TO EACH RAFTER attach W each parr of rafters. p.AFTPR-TO-PLATE HB or H25 APPLY TO EACH RAFTER G. Uplift connectors shall be provided at each rafter bearing. PLATE-TO-WALL STUD 0520 18' APPLYTO EACH WALL STUD 7. Poor to Floor hold-downs to be provided every 46, and every I G"within 4' CON5TRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS 2ND.FLOOR WALL.TO-I5T FLOOR WALL IFTA or 0520 36" APPLY TO EACH WALL STUD of exterior corners. NOT TO SLATE HEADER-TO-JACK 5TUD CS20 A 12' APPLY TO EACH JACK STUD / CRIPPLE 5TU -TO-HEADER. H3 APPLYTO EACH CRIPPLE STUD 8. 5111 Plate to Foundation Anchorage: 5111 plate shall be anchored to the -/, i i \+ 5HEPR WALL MOLDOOWN ANCF[OR 55TBIG APPLY TO EACH 51DEWAIL END PAGE: Foundation with anchor bolts having a min. bolt diameter of 518"and 3"x S.% -; - \ WRAP UNDER DOUBLE SILL PLATE 115" washers. A minimum of one anchor bolt shall be provided within G to 12 - \�., 15T.FLOOR-UNDER-511U.PLATE 620 U51!WITH 3"5OUARE WA5HER5 inches of each end of each plate. Anchor bolts shall have a minimum embedment : � - ' OF 7 inches In eOncrete/ masonry foundations. Anchor bolts shall be located ,; It, If, use r,lE PDAO CTURE5ING PPRDVEDs1MF5OlI FOR TION5T ACHIEVE MAXIMUMTAm CDNSTRAm1mi. _ li ( FO,ION MPNJFACIARt5 PSL0MENDED I,LSTNLATITN INSTRDLr1ON5 To ACHIEVE rdAVIMVM iIPL1rr LOAD CPfAdIY. within 12 inches of corners and at spacing not exceeding 4 feet on center. LvY` 582°40150"W 100.42, ib N d- v Q N r W W Z 0 C O L U1 O N ¢ n 2 7 m z WW o N ¢ O x V C W C OUTLINE OF EXISTING OU E OF GA GE Z C DECK BEING REMOVED BEING REMOVE NEW DECK N d v >/- / /-29�Y / / i O NEWGARAGE, D ; I- SITE PLAN N Q 5CALE: -322-, = I,-o,, 0 5CTM: 1000- 106-07- 12 b Lu Information taken from � r� �� �=�� :�-o• � survey prepared by EXISTING HOUSE a ,s• Joseph Ingegno, Land Surveyor Aquebogue, New York IL dated December 3, 1997 NEW B �IfZEWAY PROPERTY AREAS: Existing Lot area: 13,998sq,ft. house (existing): 917 561.ft Deck (existing): 264 5q.ft. zas•_�� Garage (exi5tmq): 375 sq.ft. Total area: 155G OUTLINE OF BUILDING ENVELOPE (j Exlstmg lot coverage: 1 1 . 1070 Z 0 New Deck: 144 56[.ft. New Garage * Breezeway: 508 scl.ft. W Z Total New Area: 652 sq.ft J o Existing deck * garage to be removed �: p Area being demolished: 639 sq.ft. m U z o } Total Area: 1569 sq.ft. o Q (-) z TOTAL LOT COVERAGE: 1 1 .2% o Z Z o Area of Construction Includes: m C� I�ZCmOve o d and ui d dec 144 sq.ft. NN Remove old and build garage 508 sq.ft, z W Extent of Construction 4 Land Disturbance: G52 5q.ft. N77°26'00"E 100.0' - RUTH ROAD 1; PAGE: