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Home My WebLink About32813-Z SOUTHOLD BUILDING DEPARTMENT CRITER~ USE NON DWELLING FIRE AR~ (sO 1~7 SQ 4 DESIGN CRI~R~ P~SCRIP~E DESIGN - 1995 HIGH WIND 6 DESIGN LOAD CALCU~ONS SEE SHEET 8 7 WIN~W AND D~R SCHEDULE SEE SHEET 9 8 LOAD PA~ SEE SHEET 8 9 ~ILING SCHEDULE SEE SHEET 8 10 EGRESS ~A 11 PLUMBING ~SERD~G~M SEE SHEET9 [ 12 FIRE PRO~C~ON ~A ~ 13 ~USS DESIGN D~WINGS ~A I 14 ENERGY ~LCU~ONS N~ I I I I ~ 0 o 'b m ~' 5~E= ~" = I'=0" z ~ NOT~: ~DE (VIF) ~P ~OOTIN~ AOOO~IN~LY TO HAINTAIN .......... %=% /::~*S:~' ¢ E~ r b F~Of=O~t=~ NOt~.TH tEL. EEYATION Sd, ALE, Y4" --- I'-O" NOTE: t~UILDIN~ DITE HAD ,~LOPED AGGOf~21NE~LY TO 1,4AINTAIN 5GALE, Y4" = I'-O" I = I1'-~"/ ' t I ~ / I ' ~:¢1~ ~~ I '--, I ~ ~ ~ AT ~1~ ~1~ - & ML POL~ETH~LEN~ ON , I I _ __ I I I I I_ I ~'-0" D'-&" I D~_&,, D'-q" D'-~" I P~OPODED ~OUNDATION PLAN N°~: ~OAL~: ~" = I'-O" FINIDH NOT ~OUCH OP~NIN~ *BUILDIN~ ~1~ HAD A~O~IN~LY TO MAINTAIN ~'-O" BLO~ ~1- '~' II Ill II [~i~ ~ TW21042-2 ,'% 5TORACE = ~< (~)~"xlo" H~ = h '~ II III II 12'-O" TW21, 42-2 20'-0" P~OPO~F::D 5tEC_..,ON:I::) :P:LOO~ PLAN 5r-.ALE: &" = I'-O" P~OPO~ED ROOF PLAN 5GALl=, .V4, = I'-O" 5,2 '-0" ~'~)l~"X 14" LVL HDI~,, 14" LVL ~2'-O" q/ 3'-4" FW2432 ~ 2"X~" HDI~ "/'-O" h 5'-0" NOTE: Hgt~ I~"Xll P~OPO~ED i=I~T t=LOOP. 5OALE, .Y4" = I'-O" n,' z ~ (I)l~"Xll~" I_VI_ NEP4 ~OOP OON¢T. %" (~PX ~L'r'. oN #2 D.F. 2"X¢" P..~. @ lB" O.C,. ON Pi/ APF:~OVt~ID ic~A~=T~ TO F'LATt~ TO ~TIJID HIJ~,RIC, ANt~ C, LIPS @ ~PtEC, It=II=D AP. lEAD (~EE DF~C, It=IC, ATIOND .~HI~:T) MID-POINT 2"X~" DF 6,T @ I~" OC, UNHEATE~ ~TO~A®E I ~ 1 414 HAN~I=P. 4" P.O. DLAD ON OP,,A~E PV&x&xlO/lO I~INM ON & ML POLYETHYLDNE ON ~;OMPA~; I ~0 EARTH ~EC, TION A-A ,, O~NST. ~ T~O PLY. O~Oh SLID FLR. 5LUt::ID AD P4ALL C, ONST. C, EDAR ~HIN~Lt=D (~*1 PERFEC, TION$) OVER I5# F:ELT ON ~" ~.PX PLY. ON #2 D.F'. 2"X&" ~TUI~ @ I&" O.(,.. ~ APPROVED HURRIC, ANt~ .~'f'P,~P~ TO PLA iE¢ (DEr= ~,PEC, IFI~.ATION5 '~HEr=T) NEP4 :ROOF CONST. ARCHI ~ ECTURAL COI, dF::'oSlTION SHINGLES OVER 15# BLI2~ PAPER. ~ IOE/INETHER SHIELD @ PERIMETFR5 AND VALLE~ ON ~¢" O~X PLY. ON ~ APPROVE~ ~R TO PLA~ TO S~ HU~IOANE CLIPS ¢ 6PEOI~IED A~AD 2"X,¢," DP: ET @ I~," CC UNHEATSD FLOO:R OON&T. ~" T,~ 'PLY. OR. ~" ADVANTEOH SUB P:LR. ~LUED AND NAILED ON I, NI 8,O SERIES 14" ~=N¢INEERED P, IOOD I BEAM P:.J. @ I&" O.C. Wi./APPROVED HURRICANE STRAP5 -- FLASH LEAD COATED COPPER OVER 60 MIL EPDM 1'-0' UP WALL & OVER DECK AREA X 6' CrlMPBSITE DECKING 2'X8' ACQ SLEEPERS @ 16' 0C ROV, GO-MIL EPDM MEMBRANE OVER AC PLY 1/4' AC PLY OVER 3/4' AC T&G PLY GPI 65 9 1/2' C,J, 16' B,C, CANTILI BUT PLUSH LVL PITCH CJ 1/8' PER 1' AWAY FROM BUILDING APPROVED TB LEDGER HANGERS C. ARANA ../ L SECTION FOUNDATION CONST. %" ANCHOR BOLTS 4' O.C. I' PROM CORNERS IAVAC(:2 5ILL PLATI~ SILL ~ASKET AND ~t-RMII't.'- SHIELD 8~" P.E. OR ¢"X¢"XI&" CM!J P:OUNDATION l,~Cz~._L ON ,~"XI&" P:OOTIN¢ IAV(2)~4 I;~EBAR (SEE DPEClp:IOATIOND SHEET) SCALE: %": I'-O" NOTF:: BUILDIN~ SI IE HAS SLOPED ~RADE (VIF) STEP P:OOTIN~S ACC...ORDIN~L¥ tO MAINTAIN DuO'' BLOW .~RADE 4' X 4' POSTS, 2' X 2' BALUSTERS & CAP RAIL BLOCKING -- 2'XlO' BLOCKING ABOVE COLUMN (2)1 3/4' X 9 1/2' LVL HEADER STRUCTURAL COLUMN --2'X4' WALL GENERAL CONSTRUCTION NOTES 1. The ~nformation on this set of consflaction documents is to relate basic design intent and flaming details. They are intended as a construction aid, not a substitute for generatiy accepted goud building prance and compliance with current New York state building codes. The general contractor is responsibts for providing standard construction detads and procedures to ensure a professionally flnisbed, structurally sound, and westbe~proof completed product. 2. General Contractor to coordinate all sub contractors, scheduling of work, and interaction between trades. 3. The general contractor is responsible for ensedng that all work and construction meets or exceeds current federal, state, and local codes, ordinances and regulations, etc. These codes are to be considered as par of the specifications for this building and should be adhered to even if they are in vanance with tl~ plan. 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for construction supervision and assumes no responsibility tar construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or tar safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 6. Refer to floor plans, extedor elevations, and window schedule for types and sizes of windows AIl wiedows to be Andersen high berfomlance quality or approved equal 7. Door and window headers to align unless othenvise noted. 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 10. Provide hardwired smoke detectars, with battery backup, on all floors and in each bedroom, verify with local code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detactam as per code. GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2. All footings to rest on undisturbed soil. 3. provide %" expansion joint material between all concrete slabs and abutting concrefo or masonry walls occuning in exteedr or unheated interior areas. 4. Conoreta on 4" sand or gravel ifil minimum, wi~ 6x6 - 10/10 wire mesh reinforcing. Jntarior slabs to be placed on 6 mil. stabilized polyethylene vapor banfor. 6. General contractor to instal[ cop-r-tax (or copper) sheet metal termite shields between stl wood su~aces that are exposed to concrete or masonry surfaces. 7. Dampproof exterior of foundation with a bituminous coating as per code and soil conditions. GENERAL FLOOR PLAN NOTES 1. Dimensions shstl take precedent over scale drawings (do not scale drawings). 2. All intador walls to be covered with %" gypsum board with metal comer reinfomlng. Tape. float, and sand (3 coats). S. Walls common to garage and house to have a layer of 5/8", tire rated gypsum board at garage side with 5'-0" return on adjacent wails and ceiling. Manufactured lumber requires 2 layers of 5/8", fire rated gypsum board. 4. All bath and toilet area walls and ceilings adjacent to v~t areas to have water resistant gypsum board, or wall tire set on wondethoard or equal. THESE NOTES ARE GENERAL CONSTRUCITON NOTES. TREY ARE NOT SPECrFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL FRAMING NOTES 1. All walls, 2x4 and 2x6, to be stud grade or better 16" ofc. All other flaming mataital to be #2 douglas fir or better. 2. All wood flaming in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to floor joist span dJrec~on unless otherwise specified. 4. Provide x-gracing or solid blocking at a maximum of 8'-0" o/c for all dimensional lumber ficor joists. S. Floor construction: %" tongue and groove plywood subfioor. Finished material to be applied over subfloor. Glue and screw plywood decking to floor joists. 6. All window and door headers to be minimum (2} 2xl 0 unless otherwise specified. All intedor headers to be (2) 2xl 0 unless othenvise specified. 7. Provide fuli solid blocldng under all beadng wails. 8. All beams to have edequata bearing at each end or as specified. 9. All flush beam and joist intersections to have galvanized hangers. 10. A typical structure that is designed as a "Partially Enclosed Building" shall have exteitor walls and roof to be sheathed ~ ~" extedor grade plyw~sd or ~" OSB plywood, group 1, APA rated. Plywood to span over all plates and headem. 11, Provide insulation baffles at eave vents between rafters. 12. Extedor flashing to be correctly installed at all connections between roofs, wails. chimneys, projections, and penetrations as required by approved consta~ion practices. t3. General contractor to provide adequate attJC venfiJstion and roof venta. 14. Provide appropdata soffit ventilation at ovethangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. 2. If wall plates or joists are cut dudng the installation of plumbing fixtures or equipment provide bracing to fie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to folly coordinate all system data and requirements ~ the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard tar Hunicane Resistant Residential Construction; SSTD 10-99 and 1995 SBC High Wind EdiSon Wood Frame Construction Fastaners and Connectors for Wood Frame Construction 1. A continuous load path between footings, foundedons Walls, itoors, studs and roof flaming shall be provided. 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Cede, Table 23{36.1 shall be installed in accordance with manufocturer's recommendations. 3 Metal plates, connectors, screws, belts, and nails exposed directly to the weather or subject to salt corrosion in coastal areas, shall be stainfsss steel or hot d~pped galvanized. 4. W~ere windows and doors intemJpt wood structural panel sheathing and siding, framing anchors or connectors shall be provlbed at the top and bottom of crippte studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing ralters except where collar ties of 1]<6 or 2x4 lumber is located in upper third of arac space and attach to each pair of rafters. 6. When a structure is designed as a "Partially Enclosed Building" up[iii connectors shall now require 20 gage strapping with six 8d nails provided at each ratter beedng. 7. Fl~or to floor holdrdowns to be provided every 48, and every 16" within 4' of exterior 8. Stil Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a rain. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plata. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 inches of comers and at spacing not exceeding 4 taet on center. NAILING SCHEDULE TABLE 3 1, INCLUDING 3.3 AND 3,9 199~ SeC H~GH WIND EDI'~ION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ~OOF FRAMING ~AFTER TO TOP PLATE TOE NAILED 8*-D. WALL 3-8d PER RAFTER 10'-0" WALL 4-8¢~ PER RAFTER CEII~ING JDIST TO TOP PLATE TOE NAILED 8'-0~ WALL- 3-8d PER JOIST 10'-{3" WALL. 4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 7 EACH LAp CEILrNG JOIST LAps OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-Sd EACH END RIM BOARD TO RAFTER END NAILED 2-16d EACH END TABLE 3.7 1995, SBC HIGH WIND EDITION WOOD FRAME ; CONIS'FRUC'~ON MANUAL RAF'TER SPACING~ 16"~O/C ROOF PITCH ROOF SPAN i 12 2C 28 36 3:12 8 11 1~ 4:12 6 8 1' 5:12 5 7 7:12 4 5 9:12 3 4 12:12' 3 3 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- ~S PER MANUFACTURER'S LAYMENT REQUIRED SPECIFICATIONS I STATE CODE FLOOD HAZARDS ;TAI~ LE 3.4 ~1995 SSC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL IRAFTER SPACING lS" O/C ~120 fnph FASTEST WINDSPE'ED ROOF ROOF NUMBER pITCH SPAN (ft) OF NAILS DESIGN LOAD CALCULATIONS IfilNIMUM UNIFORMLY DIS33~IBUTED LIVE LOADS (Ibof) EXTERIOR BALCONIES 60 3ECKS 40 ~.'FRCS WITHOUT STORAGE 30 ~Tr]cs wm-I STORAGE 40 :~OOMS (O']HER 3~HAN SLEEPING ROOMS) 40 SLEEPING ROOMS 30 CRITERIA FOR CALCULA'~ON OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHRECTURAL GRAPHIC STANDARDS SNOW IGROUND SNOW LOAD SEISMIC r DESIGN CATEGORY WIND IWIND SPEED E~POSURE CATEGORY 0 STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION MULTIPLE SECTION ASSEMSLY: 1/4" THICK BOLTS ~ 2' 0C WINDOW AND DOOR SCHEDULF FWH60611 PATIO 5.09 10 4 8.84 10 4 10 4 20 4 50 4 -28.1 30 -28.1 35 24, 7 -26. ~c 40 40 ~LL WINDOWS TO CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 wrl~l 120 mph BASIC WIND SPEED. AS PER TABLE R 301.2 (2) NEW YORK STATIE BUILDING CODE, [SEN HIGH PERFORMANCE OR APPROVED EQUAL MUST HAVE DP UPGRADE KIT. =MEETS NY STAT EGRESS REQUIREMEN93S FOR HABITABLE SPACE. 'CUSTOM GRILLES - SEE ELEVATIONS SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN TABLE 1609.1.4 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYVVOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ALL NARROLINE WINDOWS MUST USE: 1/2" HEIGHT SILL STOP (OR STOOL) AND 3~IE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP, (SILL STOPS TOTAL A 1-1/4" HEIGHTAND REQUIRE TI~E INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT~) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUSTq~ANSFER LOADS TO THE ROUGH OPENING SUESTRATE. ALL EXTERIOR ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW@ 16" O.C. OR BE'I=FER ALTERNATIVE FASTNER FOR SHU1-FER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 ~" (W/WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'q]" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'q)" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" OC ASSEMBLY: 1 ). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O,C. ~" V~NT THRU ROOF I FLO0t . J ALTERNATIVE FOR OPENING PROTECTIO;_' CLEAN OUT BJ AND TABL~ 1600'1'4) T~EXISTIN~ TABLE 1 609.1.4 5E~IC 5YS~H DIA®P.,AN O o n,' CONNECTION .~IMPSON STRONG-TIE ~ WITH COLLAR TIES RAFTER WALL STUD WALL STUD SIMPSON CS20 21" LO ~ S~MPSO. (~ RAFTER/RIDGE/RAFTER ~,.__..~ WITHOUT COLLAR TIES ~" P,C. FOOTING-- '~ ~ ~', -- 2ND. FLOOR WALL STUD-- D 2ND. FLOOR WALL STUD-- ~) ^ ~- ~ST. F~OORWALLSTUDm 'ST.F'OORTOPF~'~S-- ' ,ST. F,.OO, TOP F,_,,.~S--. % DOU"L':ORSINGL'"-'-P'-" ISTFLOORWALLSTUD-- 9 ISTFLOORWALLSTUD-- ~ FOUNDATION WALL ' FOUNDATION WALL ~