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Home My WebLink About33413-ZFRONT ELEVATION REAR ELEVATION 32'- 10" DECK TO BE REMOVED ~ EXISTING WINDOWS III / TO BE REMOVED EXISTING INTERIOR PARTION WTO BE REMOVED -39' II II BEDROOM .#1 BEDROOM #2 EXISTING FLOOR PLAN 20'-3" BOARD OF ASSESSORS TAX MAP #/~ ~.~.~z.//,~..~.~, pERMIT ~ ¢ ~,~ :/f~ ~ JL JL JLJL JL JL JLJLJL JL JLJL JL EXISTING WINDOWS TO BE REMOVED 14'-1" GRADE TO RIDGE (EXISTING) RIGHT-SIDE ELEVATION LEFT-SIDE ELEVATION OFFICE SET 9.7.07 Zl; LIJz Oo < '0 'r ~ 0 __. o~0 mO SCALE: 1/4" = 1 '0" DWG. NAME: EXISTING FL. PLAN / DEMOLITION PL-~N DWG. NO,: A. EX NOTE INSULATION NOTES PROV, ADDITIONAL 8/4" FOIL FACED FOAM BOARD UNDER ALL NEW CONSTRUCTION, NEW EXTERIOR WALLS: 2"X6" WOOD STUD, R-21 FOIL FA, HIGH DENSITY INBULATION BY 'CERTAINTEED' OR APPROVED EQUAL. NEW ATFIC/ROOF',, R-38 KRAFT-FA, INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL. CRAWL SPACE; R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES INTERIOR WALLS: R-21 BA~I' INSULATION GARAGE CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES PLUMBING LEGEND Dp PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY N,Y,S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR WINTERIZATION. REP. TO CONBTRUCTION PLANS FOR FIXTURE TYPES. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND A'ITENUATING INSULATION (TYP. ALL AREAS) ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND A~i"ENUATING INSULATION. ('~Y'P. ALL) SHOWER HEAD (FROST FREE SHOWER BODY) Af 25' GREAT RM. 1 7'-0" X 21 '-0" TILE LEGEND ~ 10" CEP~MIC TILE ~ "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/SO" TILE ON A 4ED TO BE INSTALLED OVER 1/2" CEMENT BOARD, U,O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. I OTSI 6" X E" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE BORDER W/20" TILE ON A 4§" TO BE INSTALLED OVER 1/2" CEMENT BOARD, U.O,N, WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN, PLUMBING FIXTURE LIST: BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) TOILET: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA SINK: THOREAU UNDERCOUNTER LAVATORY - K-SS07-4U SINK FAUCET: FORTE WIDESPREAD LAV. FAUCET - K-10S72-4G SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-,10827-4 KOHLER $2" X 60" TUB PROV. ALL NECESSARY PLUMBING VENTS SHOWER BODIES BY "KOHLER" PROVIDE TOILET BEATS VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE GLASS SHOWER DOORS BY OTHERS ELECTRICAL LEGEND NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & REGULATIONS OF THE N,Y,B,F,U, AND A CERTIFICATE FROM THE N,Y.B,F.U. IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL OTHER ELECTRICAL EQUIP, TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. RECESSED DOWNLIQHTS TO BE "LIGHTOLIER" OR APP. LQ. TRIM - WHITE. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. DOOR SCHEDULE WIDTH: HEIGH' DOORMAT'L, OPERATION: LOCATION: 6'-0" 6'-8" FRENCHWOOD DBL. SLIDER ENTRANCE 2'-0" 6'-8" MASONITE RIGHT SWING CLOSET LEFT SWING 2'"8"' 6r-E" MASONITE BI"FOLD CLOSET 2"6" 6'-8" MASONITE RIGHT SWING MASTER BED WINDOW SCHEDULE ALL WINDOWS TO BE ANDERSEN 400 SERIES, ANDERSEN REFER, NO, ROUGH WIDTH ROUGH OPENIN(~ HEIGHT GUANTIT~ MISC. NOTES 3'-0 1/2" 4'-0 1/2'~ 0X24 5'-3 1/4" AWNING~ CASEMENT W/2" HORIZONTAL BAR R - 21 iH DENSITY FOIL FACE (TYP. ALL AREAS) 1/2" GYP, BB. ALL EXPOSED WALLS ~& CEILINGS (TY'p.) ' r~- UF 24'-6" tA Af 22'- 1 1" M. BEDROOM 12'-2" X 1 5'-0" M. BATH 5'-0" X 9'-4" 1/2 GYP. ED, ALL EXPOSED WALLS & CEILINGS (TYP.) tA C~RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVIEIONS DUE TO FIELD CO~IENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE ( CONSTRUCT, DRAWINGE/EPECIFIOAT,ONS,J FIRST FLOOR PLAN 42O SQ.FT. SECOND FLOOR: PLAN 325 SQ,hl. OFFICE SET 9.7.07 DWG. NAME: FIRST AND SECOND FL. PLAN DWG. NO.: A.1 25' 6' CRA YL SPACE 4" P. CONCRETE SI~ ,B ON CLEAN COMPACTED FILL W~,~,W,W,M, 6" X 6" REINFORCEMENT, (T~P, ALL AREAS) 30'-6" PROV, "WATCHDOG" WATER PROOFING PERIMETER OF FOUND, WALL BELOW FIN, GRADE, INOLUB~ING PARGED JOINT BETWEEN FOUND WALL AND FOOTING (TYP, ALL AREAS) 8" P. CONC. FOUNDATION WALL WITH 1'-4" W, X T-0" B, P, COINC, FOOTING (OONT,) W/W,W,M, IN WALL AND FOOTING, 36" BEL.OW FIN. GRADE 10" X 1'-0" SCREENED VENT PROV k. X 10" L. STEEL ANCHOR FOR SILL PL. OF LIGHI FRAME CONSTRUCTION EMBEDDED INTO CONCRETE ~ NO MORE THAN 3L0" C.C. @ 1 '-0" AWAY FROM EACH CORNER (TYPICAL AROUND FOUND, pERIMETER) VENT FOUNDATION PLAN PROV, 2- I 3/4" X 11 7/8" LVL MICROLLAM FLUSH HEADER UNDER ALL PARTITIONS O~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT, DRAWIN CS/8 PECIFIOATIONS 25' Iq 11 7/8" TJI 380 @ -16" C.C. (TYP. ALL NE'C/) TOP OF NEW F.J. TO BE FLUSH~ ~ WITH TOP OF EXISTING F.J. 91 PROV, DBL, 2"X 12" R,R, -,% EXISTING HSE. NEW 2" X 6" STUD WALL PROV. CONTINUOUS I 3/4" X 11 7/8" "GP - FIBERSTRONG~r RIM BOARD. (TYP. ALL PERIMETER AREAS). FIRST FL. DECK FRAMING PLAN OFFICE SET 9.7.07 < 0 o SCALE: 1/4"= 1 '0" DWG. NAME: FRAMING P~NS A.1 -1 PROV, 2- I 3/4" X 11 7/8" LVL MIC FLUSH HEADER 11 7/8" TJI 860 ~ . -16" C.C. (TYP, ALL NEW) 11 7/8" TJI 360 ~, . -16" C.C. ¢'~P, ALL I~EVV~ PROV. ;3- I 3/4" X 11 7/8" LVL MICROLLAM FLUSH HEADER UNDER ALL PARTITIONS (TYp. ALL PERIMETER AREAS). LIVING RM..~ 11 '-8" X 22'-4" -16" O,C, (TYP, ALL PROV. DE~L, 2" ~( 12" WINDOW & DOOR HEADER (TYp. ALL NEW AERAS) PROV 2- I 3 PROV. 2- I 3/4" X 11 7/8" LVL MICROLLAM HEADER (FLUSH W/BOSq'OM OF C.J.) -- ~IOROLLAM PARTITIONS 1ST. FL. CEILING FRAMING PLAN . PROV. 2 - 2" X 10" WINDOW HEADERS (TYP, ALL NEW) 2" X I 2" X 8" O.J. 16" O,C, @ 16" O.C.BELOW. RIDGE BEAM. 2"X 10'~R,R, (~ 16% - O.C, (TYP. ALL) REPLACED IN-KIND ROOF & CLNG FRAM'lNG PLAN ~ONTRACTOR TO NOTIFY THE ARCHITECT OF ~,_N.Y~,ND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWl N G 8/8 PECI FICATIO OFFICE SET ] 9.7,07 Oo Z> 0z < 0 Z --0 CJ SCALE: DWG. NAME: 1ST. FL. CEILING~ ROOF FRAMING P~N A.1 -2 FRO N~E'E~VATI O N EXISTING HOUSE RIGHT-SIDE ELEVATION EXISTING HOUSE PROV, CONT, "COBRA" RIDGE VENT AND HIPS), 81 22'-10" +/- FIN. GRADE TO RIDGE (PROPOSED) ~ ~ NEW VINYL BEVELED SIDING COLOR & STYLE T,B,D, BY OWNER NOTE: CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE EXISTING HOUSE REAR ELEVATION EXISTING HOUSE 14'-1" GRADE TO /~ RIDGE (~ISTING) LEFT-SIDE ELEVATION OFFICE SET 9.7.07 0 Q ~_,,o ~o ~o d w o r~ o 1/4" = 1 '0" PROPOSED ELEVATIONS A.2 81 22'-9" +/- FIN. GRADE TO RIDGE (PROPOSED) 81 61 10d NAILS OR 16d SINKERS 3" ¢ STRONG-WALL SHEARWALL PRE-A~TACHED REF. TO A-3 FOR PILING GIRDER CONNECTION, METAL FASTENER SCHEDULE (EXAMPLE) (ALL STRAFING TO BE @ 16" O.C,) TRUSS/RAFTER -- TO TOP pLATE (RPS4} TRUSS BRACING (UTS12) iTUD TO STUD (CS16) 3 TO BAND JOIST (OS16) :~DER ANCHORAGE (LSTA18) PROM. 11 7/8" BOX BEAM SILL PLATE TO DOUBLE GIRDER. (BP) PROM. METAL FLASHING AT ALL WINDOW SILLS. ¢FYP. ALL LOCATIONS) SECTION A-A RIDGE BEAM KANT-SAG LSTI22 OR ON LSTA21 STRAP ~6~ 10d X I 1/2 FASTENER (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE CONNECTION OF RIGDE BEAM TO ROOF RAFTER (EXAMPLE) CORNER CONNECTION (EXAMPLE) X- BRACING (EXAMPLE) 81 22'-9" +/- FIN. GRADE TO RIDGE (PROPOSED) 81 CLIP ANGLE (BOTH SIDES OF CONNECTION) MIN, LENGTH = JOIST WEB DEPTH MINUS 1/2" 8 SCREWS (4 PER LEG JOIST TO HEADER JOIST (EXAMPLE) WALL (3) 2"X 10" WIN[ HEADER ROOF TRUSS SHEATING TO TOP PLATE. DOUBLE TOP PLATE MI~TAL HURRICANE CO)NNECTOR WALL SHEATING CONNECTION OF TOP WALL PLATE TO WALL STUD. (EXAMPLE) LVL RIDGE BEAM (TYP.) PROM. 8/8~ AOQ. PLY. SHEATHING (TYPICAL ALL ROOF AREAS). PROM, "LIFETIME" "GAF" ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B,D.) PROV, "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOqq'OM EDGE OF ROOF UP 2~-0" (TYPICAL) ALL ROOF SECTIONS). PROM. "TYVEK DRAIN WRAP" TAPE ALL TYVEK SEAMS, (TYPICAL ALL SURFACES), (TYP. ALL AREAS) PROV, BLOCKING FOR T,J.L JOISTS PROM, OONT "AZEK" BEAD BOARD SOFFIT W/SCREENED 1" VENT (TYPICAL ALL AREAS) PROM. 5" EXPOSURE VINYL CEDAR SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. EQUAL. R - 21 HIGH DENSITY FOIL FACE INSULATION. ("F~P. ALL AREAS) 2" X 6" WOOD STUDS ~ PLYWOOD SHEATHING, (TYPICAL) STUD CONNECTION OF WALL TO WINDOW HEADER ~IECTION OF WALL '4G TO 2"X 6~' STUDS JACK STUDS CONNECTION OF WALL SHEATHING TO WINDOW HEADER ( EXAM P L E) (2) 2" X 4" TOP PLATE BIRDSMOUTH CUT LOW END OF JOIST ONLY (EXAMPLE) NOTE: ] ~-RACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT DRAWINGS/SPECIFICATIONS. PROM. CONT. "COBRA" RIDGE VENT RIDGE AND HIPS). R - 38 HIGH DENSITY FOIL FACE (TYP. ALL AREAS) 2" X El" C,T. ~ 18" C.C. BD ALL EXPOSED WALLS & CEILINGS (TYP.) PROM. 3/4" T & G PLY~/OOD SUB-FLR. tTYP, ALL AREAS). \ PROM. 3/4" X 3" W. RED OAK "SELECT" WOOD FLOORING AT AREAS NOTED ON PLAN. IDOWS IN LIEU OF DOUBLE PLATE. (TYP. SECOND FL. LEFT/RIGHT ELEVATIONS) PROVIDE CONTINUOUS 2 X 10 RAFTER TAILS. ¢FYPICAL ALL AREAS) 6" WHITE ALUMINUM GU'~FER AND (TYPICAL ALL AREAS}, PROM, COATS "BENJAMIN-MOORE" PAINT OR APP. LQ. (TYP. ALL AREAS) PROM CONTINUOUS I 1 "GP - FIBERSTRONG" RIM BOARD. EXCEPT AREAS OF OPENINGS. (~YP. ALL PERIMETER AREAS). PROM. 2 - I 3 7/8" "GP LAM" LVL HEADER ABOVE ALL WINDOW & DOOR OPENINGS 7/8 "TJ1360 ~ 16" C.C. PROM. CONTINUOUS I 1/8" X 11 7 "GP - FIBERSTRONG~' RIM BOARD. EXCEPT AREAS OF OPENINGS. (TYP ALL PERIMETER AREAS). PROV. WATER BARRIER BETVVEENI FOUNDATION WALL & RIM JOIST, PROM. DBL. 2" X 6" ACC, SILL PLATE (TYPICAL ALL AREAS) 4" P. CONE3 SLAB PROM. W.W.M. IN SLAB OVER GRAVEL TAMPED BASE. ~. 8" P. CONC. FOUNDATION WALL WITH 1'-4" W, X 1'-0" D, P. CONC, FOOTING (CONT*} W/W,W M, IN WALL AND FOOTING, -- WALL STUD -- WALL STUD BO~FOM pLATE BAND JOIST HEADER STUD JACK' STUDS CONNECTION OF WINDOW SIMPSON LSTA16 STRAP WITH (12) 10d FASTENER. MEMBER FLOOR SUPPORT BEAM FLOOR FRAMING SIMPSON LSTA18 S~IFRAP WITH (12) 10d FASTENER. CONNECTION OF BALND JOIST TO SUPPORT SIMPSON LTP4 STBAIP (12) 8d X I 1/2" CONNECTIION OF WALL TO FLOOIR FRAMING. (EXAMPLE) TWO- MEMBER FLOOR SUPPORT BEJAM CONNECTION OIF FLOOR FRAMING TO SUPPORT BEAM. SIMPSON LTS12 STRAP WITH 12)) 10d X I 1/2 FASTENER INTO FLOOR JO IST AND SUPPORT BEAM CONNECTION OF FLOOR FRAMING TO SUPPORT BEAM. (EXAMPLE) CONNECTION OF WALL SHEATHING OFFICE SET 1 9.7.07 TO STUDS AROUND WINDOW HEADER (EXAMPLE) 7>- < 0 SCALE: 1/4" = 1 '0" DWG. NAME' BUILDING SECTION CONSTRUCTION DETAILS A.3 FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION 9O 100 110 120 Of (FT.) STORIES: REQUIRED CAPAC TY OF CONNECT ON (LBS) ~'" 20 58 % * 681 264 ~* 681 206 ~* 681 291 681 24 89 % I 325 260 355 SILL PLATE TO __ FOUNDATION 2 28 119 % 356 ~ 314 % 426 (CRAWL SPACE OR 32 149 r,,l, A. 447r,,l ,A. 35.I~ ,A. 4,3 BASEMENT) I CODES. 36 179 ! X 509 % 422 X 561 24 58 N~4S* 421 128 ~ 421 206 ~l~k 421 291 254 421 , WALL BO~FOM % I 170 260 358 PLATE TO 25 89 FOUNDATION 2 32 119 211 314 426 FASTEST MILE WlNDSPEED (MPH) PRESCRIPTIVE DESIGN TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION 90 100 110 120 SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS)~'~" 16 12 %-%~ 93% 2~:~ 191 280 I 325 264 ~35 2;0 421 341 ~84 280 826 427 Si9 2;0 20 282 % % 386 % 500 % 626 I 16 24 327 ~%~ ,.__ 447 ~ 580 ~ 726 28 371 509 660 828 32 416 ~ 570 740 927 36 461 U' = CONNECTOR UPLIFT LOAD, L4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD, (PARALLEL TO THE WALL) ~ TABULATED UPLIFT REQUIREMENTS ASBUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 pSF), ~ TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMI~FED TO BE MULTIPLIED BY 0,70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS, ~ TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FOUNDATION CON NEOTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITFED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVe, *TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGNTS OF 15 FEET OR LESS, IHS TABULATED VALLUES SHALL BE PERMI~ED TO BE MULTIPLIED BY 0,80. SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS ANCHOR BOLT CONNECTION FOUNDATION SUPPORTING BRACING WALL PERIMETER EDGE NAIL SPACING FASTEST-MILE WIND SPEED (MPR) 90I 10011101120 MAXIMUM ANCHOR BOLT SPACING (IN.) FASTEST-MILE WIND SPEED (MPH) MAXIMUM ANCHOR BOLT SPACING (IN.) SILL PLATE TO FOUNDATION* CRAWL SPACE OR BASEMENT) 2 STORIES ALL~ 23 36 32 19 28 6a 36 1-3 STORIES WALL PLATE TO FOUNDATION* (SLAB-ON-GRADE) 57 U = CONNECTOR UPLIFT LOAD, L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE D~FERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF), ~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O,C, (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4 ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.0, (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3,4,4, SILL OR BOTFOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING UPLIFT PRESCRIPTIVE DESIGN TASLE 3,25 ALTERNATIVE TO TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEEE~ (MPR) (MPH) 90I 10011101120 90I 100I 110 I 1'~0 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SPACING (IN,) SPACING (IN,) SILL pLATE TO FOUNDATION* ?'2 (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 WALL PLATE TO FOUNDATION 1-3 STORIES 40 35 28 25 51 42 36 32 (SLAB-ON-GRADE) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REQUIREMENTS PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION) 1/2" ANCHOR BOLTS FASTEST-MILE WIND SPEED (MPH) RAFTER/ CEILING JOIST WALL HEIGHT MAXIMUM ANCHOR BOLT (FT,) SPACING (IN,) SPACING (IN,) 10 3 ~ 3 4 HOD BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS, "WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, "TO AVOIB SPLI~FING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN LA, SIDE OF A RAFTER OR GLO, JOIST WHEN FASTENED TO A 2 X6 TOP PL, UPLIFT STRAP CONNECTION REQ. (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO- FO U N BAIl ON) PRESCRIPTIVE DESIGN TABLE 5,35 ALTERNATIVE TO TABLE 3,3 (AMBBICANEOREST~PAPER^SSOC,) ~0 I 100 I 110 I 120 FRAMING SPACING ROOF SPAN NUMBER OF 5D COMMON NAILS (IN,) (FI,) END OF 1-1/4" X 20 12 2 3 3 3 16 2 3 3 4 20 3 4 3 4 16 24 3 4 4 5 28 3 4 4 5 32 4 5 5 6 36 4 4 5 7 U4 = CONNECTOR UPLIFT LOAD. L4 = CONNECTOR LATERAL LOAD, (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD (PARALLEL TO THE WALL) ~ TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CLG. D.L. 1 0 P,S.F.), IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. "FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS. THE TABULATED NUMBER OF NAILS SHALL BE PERMI~'ED TO SE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE. "'"--'~-15" /--WALL 21" CLEARANCE TOILET, BATH AND SHOWER SPACED SCALE: 1 '=1/2" ~-- WALL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED, TO A 2 X 6 TOP PLATE. WALL /- - WALL / WALL 24" CLEARANCE IN FRONT OF OPNG. WALL --15"/ CLEARANCE 1~--2" WALL / TOILET, BATH AND SHOWER SPACED SCALE: 1'=1/2" ~3" VENT 1/2" ,-1 1/2" TUE LINE AT 1/8" SLOPE PER 1'-0" PLUMBING RISER DIAGRAM N.T.S. OFFICE SET 9.7.07 7¢ < 0 "- 0 1/4" = 1 '0" qAILING SOHED, PLUMBING RISER DIAGRAM GENERAL NOTES 1 FAMILY DETACHED DWELLING ZONE 11B HEATING DAYS = 5750 MINIMUM EQUIPMENT PERFORMANCE GENERAL FLOOR PLAN NOTES 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). S. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (S-COATS). 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 8/8", FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS & CEILING, MANUFACTURED LUMBER REQ, 2 LAYERS OF 5/8" FIRE RATEB GYPSUM BOARD 4, ALL BATH/TOILET AREA WALLS AND CLG, AD J, TO WET AREAS TO HAVE WATER RESISTANT GYP, BD,, OR WALL TILE SET ON COHO, BD, OR APP, HQ, GENERAL FRAMING NOTES 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BE'FrER 16" O,C., ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 2, ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO IBE PRESSURE TREATED, 3, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIEB, 4, PROVIDE X-BRACING OR SOLID BLOCKING ATA MAXIMUM OF 8'-0' O,C, FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS, 6, FLOOR CONSTRUCTION: 3/4" T. & G, PLYVVOOD SUBFLOOR, FINISHED MATERIAL TO BE APPLIED OVER SUBFLOOR, GLUE AND SCREW PLYWOOD TO FLOOR JOISTS, 6, ALL WINDOW AND DR, HDRS, TO BE MIN, (2) 2"X10" UNLESS OTHERWISE SPEOIFIEB, ALL IHT, HDRS, TO BE (2) 2'X10" UNLESS OTHERWISE SPEOIFIEB, 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS, 8. ALL BMS, TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 9, ALL FLUSH BM, AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS, 10, TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT, GRADE PLY~VOOD. PLYVVOOD TO SPAN OVER ALL PLATES AND HEADERS, 11. PROVIDE INSULATION BAFFLES AT HAVE VENTS BETWEEN RAFTER. GENERAL ELEVATION NOTES 1. EXT, FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, PBOJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES, 2, GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & ROOF VENTS. 3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS, GENERAL PLUMBING NOTES 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS, 2, IF WALL pLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT, PROVlBE BRACING TO THE FRAMING PER ALL APPLICABLE CODES, GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS, 2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING & SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW,AND APPROVAL, EMERGENCY ESCAPE/RESCUE OPENINGS SECT, R310 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM, 2, OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET. 4, MINIMUM OF 5,0 SC, FT, REQUIRED FOR GRADE FLOOR OPENINGS, 5, MIN. NET CLEAR OPENING SILL HT, LOCATED BELOW ADJ GROUND ELEV. WINDOW WELL REC. ALLOW FOR DR. OB WINDOW TO BE FULLY OPENED. S. MIN, OF S SQUARE FEET IN HORIZONTAL DIMENSION, MIN, WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES, 8, BULKHEAB ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI'FI'EB IF IN COMPLIANOEWlTH MINIMUM NET CLEAR OPENING REQUIREMENTS, 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS O/VINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) MAXIMUM vIAXIMUM HEATING DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE ZONE 115 0,45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 5750 CLIMATE-SPECIFIC REQUIRED & PROPOSED PROPOSED MINIIfVlUM NOTES: DESCRIPTION R-VALUE R-VALUE WALL TYPE I 10" P,CONC, 9' H. R - 10 B - 1C 6" P.CONC, FNDN, WALL ON TOP OF A CONT, FOOTING, WALL TYPE 2 2"XS" W,D,STUD R - 21 R - 211 2" X 6" WOOD STUD WALL WITH 1/2 CDX PLY WD, WALL TYPE 3 2"X4" W,D,STUD R - 15 R - 15 2" X 4" WOOD STUD WALL WITH 1/2" GYP, ED, ROOF TYPE 2" X 12" DOUG FIR R - 38 R - 3¢ GAF TIMBERLINE LIFETIME ROOF SHINGLE, FLOOR TYPE I 3/4" X 11 7/8" R - 21 R - 21t 1 3/4" X 11 7/8" TGI PRO, 550 F.J. @ 16" C.C. CEILING TYPE I 3/4" X 11 7/8" R- 21 N/R 1 3/4" X 11 7/8" TGI PRO, 550 F.J. ~ 16" C.C. SLAB 4" P,OONC, R - 9,2 R - 9, 2 4"' P,CONC,SLAB ON COMP, FILL W/W,W.M. 6 X 6 REINF, NAILING SCHEDULE PRESCRIPTIVE DESIGN TABLE S,1 (AMERICAN FOREST & PAPER ASSOCIATION CONNECTION FASTENING SPACING NO. COMMON I RAFTER TO TOP PLATE (TOE-NAILED)@16" O,C, 3 5d PER RAFTER 2 CEILING JOIST TO TOP pLATE (TOE-NAILED) 3 8d PER JOIST 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END 7 RIM BOARD TO RAFTED (END-NAILED) 2-16D EACH END 8 TOP PLATE TO TOP pLATE (FACE-NAILED) 2-16D PER FOOT 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-165 JOINTS-EACH SIBE 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O,C. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" C.C. ALONG EDGES 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD 13 BO'~'OM PLATETO FLOOR JOIST, BAND JOIST, END JOIST OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 14 JOIST TO SILL, TOP PLATE OR GIRDER ¢-OE-NAILEB) 4-16D PER JOIST 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT HEATING & COOLING CRITERIA ZONE 1 1 B DETACHED ONE FAMILY WALLS, MODE: HEATING OR COOLING 0.14 ROOF CEILING 0,031 CLIMATE AND GEOGRAPHIC DESIGN 'CR T =RIA TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONTRACTOR TO NOTIFY THE ARCHITECT ONDITIONS CLIEN r, AND OR GENERAL GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM" WINTER Of 4~;¢,1~1C H DIFF~ F'~MqTHE SNOW DESIGN DESIGN O I',~lF~f~A~ N G S/S ~J'~T[o N S. LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. ~E~U!RED LOAD BEARING VALUE OF EXPOSURE SOIL 3,000 PSF MODERATE TO SLIGHTLY TO 45 PSF CATEGORY "B" "B" "SEVERE" 12" FOOTINGS HEAW MODERATE ZONE 11B = 11 ° YES 120 MPH FLOORS, WALLS, AND CEILINGS OVER OUTSIDE AIR, DESCRIPTION INSULATION R-VALUE U- FACTOR X AREA : UA CEILING R-38 0.31 520 SQ.FT, 161 INTERIOR FLOOR R-38 0,31 420 SQ,FT, 130 EXTERIOR WALLS R-21 0.31 1,400 SC.FT. 434 TOTAL AREA 2,340 SQ,FT, FLOORS AND FOUNDATIONS INSUL, INSUL, U-FACTOR OR AREA OR DESCRIPTION D~PTH R-FACTOR R-FACTOR X PER[METER UA BASEMENT WALL 2'-0" R-10 0,56 446 SC,FT. 249 2, RAWLS FAC E WALL 2'-0" R-19 0.56 -- N/A UNHEATED SLAB 4" R-4.5 N/A 446 SQ,FT, N/A TOTAL PROPOSED "UA" 249 WALLS, WINDOWS, AND DOORS INSULATION DESCRIPTION R-VALUE U- FACTOR X AREA = UA WALL R-21 UO=0,14 1,400 SQ,FT, 196 WINDOW R= ,3 / SC.FT. 0,35 161 SQ,FT, 56 DOOR N/A 0.35 72 SC,ET, 12 TOTAL AREA 1,633 8Q,FT, DESIGN CRITERIA REF. TABLE R301.2(2) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION ZONE ROOF > 30° - 36.3 -30,3 -46,4 23,7 40" X 1,53 ROOF > 30°-40° Xl,53 WINDSPEEB 3 120 M/HR DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) MAIN WlNDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE WINDWARD OVERHANG WALL ROOF WALL ROOF NINDWARB LEEWARD~ ¢VlNDWAR£ LEEWARD END INTERIOR ROOF ROOF ROOF ROOF ZONE ZONE TRANSVERSE 30~<ANGLE ~< 45' 25,7 17,6 20,4 14,0 9,9 -15,6 8.6 -13,4 -11,6 -13,0 120 23,7 ALL ANGLES 22,8 -11.9 15.1 -7,0 -27.4 -15.6 -19,1 -12,1 -41.1 -32,7 R-3 SINGLE FAMILY RESIDEN CE OCCUPANCY & HT. CLASSIFICATIONS PIROPOSED USE MINIMUM PROPOSED SILOPE HT./ REQUIRED FURRED HT, MINIMUM REQ'D. 1BT. FLOOR 344 SC, FT. N/rR 182 SC,FT. N/IR 50 SC.FT. N/eR USE INTERIOR ENVIRONMENT SECTION 1202.4.1 & 1204.1 1 ST. FLOOR GREAT RM. 344 SC,FT. 76 SC,FT. M. BEDROOM 182 SC.FT. 45 SQ,FT, M, BATH 50 SQ.FT, 6 SC.FT. 22% 6SQ.FT, 12% 28 SOFT, 12% 24% 45 SC.P-T, 24% 12% OFFICE SET 9,7.07 < 0 -- 0 __. SCALE: 1/4"---- 1 '0" DWG, NAME: ENERGY CALCULATIONS DWG, NO,: