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Home My WebLink About37076-ZFICA~ON BUILDING DEPARTMENT CRITERIA RESIDEN~AL - SECTiON 310 BUILDING CODE N.Y.S ~IRE AREA~ 854 +/- SQ FT TYPE OF CONSTRUCTiON WOOD FRAME CONSTRUCTION DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM iLEMENTS SEE FLOOR pLANS AND SECTiONS DESIGN LOAD CALCULATIONS ; SHEETS ~DOW AND DOOR SCHEDULE LOAD PA3~I NAILING SCHEDULE RSCHEDULE SEE SPEC SHEETS EGRESS ~ PLAN PLUMBING RISER DIAGRAM SEE SPEC SHEETS FIRE PROTECTION TRUSS DESIGN DRAWINGS ENERGY CALCS. SEPERATE 5NEET ~: OF 11 AgglTION EXISTIN® T F~OPOEE~ I~EET ELEVATION E×ISTIN~ A~P~PlTION T I&"xl~"x4'-O" UN~R. PINNIN~ ~_ ..... j ~_ ..... ~ EXCAVA'r'tD AN~ POUR ~)/~ PLAN F~ DETAIL ~O~O~E~ ~ES ELEVATION SCALE: ~" ~ I'-0" 0 ~- h ~1 ~: J~ ~ P~OPO55D 50UTH ~L~VATION . ~ :2~'-0" I~'-&" / I~'-~" ~ ~ND~ CUT DOTTOI'4 OF FJ d~ TO ~'-o" ~'-o" / ~x. A~ ~ ~o2.~ " ' I ''-.,'~ ~.. ',~-- -'~ ~. '~__ ' ' ; I BASEMENT ~iri:t ~4" m'~ ~m.nu~ :. ~% &'-6" / , / re:nd ~HADE b ~ ~$~J.~v~ ~ .~:-.- .. ~ ~- / / ~. ~,~ ~-o u~,.~,.. :lJ ~ ,~,.~,~.o~. ~ ,,, ,~,,~, J~, , ....... I-~' . -. ~ / / / (~EE FDN ON BLDVATION PLAN) / J OME~EX~ ~OOTI''~ ~ IlK ', t - ' - ,' - %: , / ~ U -- -- , =~.~,~,~, m~.T ~ m ~EMO FOUN~TION HALL III ~ ,-J/ : I , I TO FOOTIN~ II, X TO TOP OF FO~TINO ~HI l ~X,~,~ ~ g ~ I I -~ .... X,, ~ ~ , III o ~ , · ~ I ~ I F- .i ~o I - -~~ ~' ~=: I / ~ ~ I r ~:,,x~,,~ I I ~PPED FOOTIN~ ~ C~ J' ', ($EE=L=~ATION$) I I O ~* ~111 I'll "~ ~ II I I ~ ~!~ J / , a)i~4"Xil%" LVL ~ -~ , I I J j Z ,' 1~'-4" i -- -- IO'-~" -- c -- ~ ~X~ FOOTIN~ . Q 0 !~ ~0 ~ ~poDED ~ X 0 DO~N 2'-0'~ __ ~ ~:,, ~c SL~% S ~ 2,,Xe,, AC~ - r - o~ ~ · , , I&" ~ ~'~ ....... ~ l,(~)~x~ ~ , VENT ~4 ~R 12" O0 (~P) / THEN DAOKFILL MA5~ DA5TENE~D ~ D~N: J. ~1~ EXISTIN~/P~OPOSE~ FOUNDATION PLAN DA~: 2-20-12 $OALE: ~" = I'-0" NOT~: USE OAUTION ~HILE EXOAVATIN~ ~EET NUMBS: A~OUND AND NEA~ ~LL POINT 4 OF FF ~-~-- ~___ ~f ........... I ~-~ ,I I \ L~J ~ / t I ' ~ ~ ~ ~ ~p ~M Z , ~ ~ ~,-~lq ~S/ ~'-~" ~ ~ ,,~,,'~ 1 ~ ~ ~ ~ ~ ~ ~ IllI ,__ ~ TJI ~560 f4" bJ ~ le" 06 ~ ~ ~ ~ III/ / POST ~ ~~ ~ ~XI~TIN~ ~ ~ _l ~ 3 ~ ~ ~+ ~" ~ ~ ~OM i ~: J~ ~ ~ ~,~ ""/ ~',~ ~~ // ~: ,/~"=,'-o" ~'-~" J I:'-e" ~ ~~ ~, _,, i ~ ~ ~m:"~o" ~ A~W ,.,_. . ~LOCAT[P / EXICTIN¢~iNPoBA~ P~OPO~EO FLOOR PLAN 5 OF 11 ~ALE: Y4" = I'-O" 'E Fu'ru'~E k'4AL~L5 (T'dP) · · ~EO~OOM ,4~8 ,~, FT. TOTAL ~L~:"~"~.2 ,~5~, ET. T%~II #5,E,o 14" FJ @ I~" ?,~ ',5 0 @ _X 0 @ 2"XiO ' ~.,i D'~E ,t SECOND FLO0t PLAN 50ALE, k4" = I'-0" NOTE FUTUf:P-.E BATH: I',4A'¢ Ot~. l'4A¥ NOT BE t=INI.~HEO AT THIS TIME ALL PLUMBIN~ AND ELE~,T~I¢_., SHOULD E~E t~OU~HF:~ IN OU~IN~ ~ON~TI~UCTION 13RAJ~: J RtSKEVlffi .SGALE: I/4"=1'-O" ,JOB #: 145, DATE: 2-20-12 5Ht::t: i NUIHBE~: 854 SO FT / / ,SC, ALE: N.T.5. JOB #: 14-5 PATE: 2-2.0-12 5HEE'r NUMBER: m FIN, (~ONT. ~.I[D~E *CENT- 2x4 E~RA~,IN~ @ 32" 12 ('Pr'P) "OJ @ I~," DE, 2"Xl2 RIDGE ~ALL3 I~tA~-ICt(T'f'P) "x~'" RR @ I(¢," O¢-,, !"x(2" DJ ¢ I~*" OD TJI #~0 14" FJ @ I¢" O0 ONLY @ UNC, ON.DITIONED ~If,4F~ON #1U~3.3,~,/14 HAN~ER3 OR App~::2VEI2 Ed~UAL 2 OUT E~O'f'TOM OF FJ UP TO 2Y2" MAX. A~ PER R502.5 ¢1'h'~) BOTH END5 BASEMENT f=OUNPATION OONET. '~" ANE..,HOJ~ Ek:~LT~ .4-'-0" O.C,. I'-O" FROM E~ORNER~ ~,~J/AOd~ ~ILL PLATE #ILL ~,A~ET AND TERMITE 5HIEL~ I~N/AF"t~OVED HURRIOANE 5'fl~AP5 TO ~TUD5 ON A ~'" P.O. FDN. Y*JALL ON ~,"Xh~" P.O FOOTtN¢ ~,/(2)#4 REBAR MIN. 3'-0" BELO~I #RAPE (SEE (3.)1~/4"Xi4'' LVL ~N/(2) ~2" ~TL I~LT I~ET~ #~'O I1~" (~J ~ I&" DO l~/R-30 ~,ETI~,EEN PO~T · FJ ¢ 18," O0 R-21 I~ET~ 31¢TER NE~I 2"X~" FJ @ 2.4" O(--, TO EXTN,~, THI~ EXI~TIN~ SECTION A-A NOTE: EXTN~, 2"X¢" FJ ~ I~" OO EXI~TIN¢ ~,'rRAF~IN~, HAN~EI~.~ ~ HOLD 5;O~N~ ON ALL LEDGER5 (~P) (2) ~ 24" O6 ~O TO FIELD VERIFY ~k CO~ITION5 EXlETIN~ ~ARA~E ~ALL~ 1'-4" TOP OF PLATE TO TOP OF PLATE Pl~l: J.R.A~I¢ 5GALE: I/4"= I'-O" jJOB #: 145 o DATE: 2-20-12 J '~ ,e4"IEET NUk~ER: ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCllJRAL PANELS Wlll-I A MINIMUM TI-IICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-0" SHALL BE PERMITIED FOR OPENING PROTECllON IN ON AND IWO STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS Wlll-I A~I'ACHMENT HARDWARE PROVIDED (REFER TO SECllON 1609 1 4 AND 1609 6 5 AND TABLE 1609 1 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASlENING SCHEDULE FOR WOOO SIRUCllJRAL PANELS FASTENER SPACING (INCHES) PANEL SPAN < 2' 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL FASTENER TYPE 0" SPAN < 4'-0" SPAN < 6*-0" SPAN < 8'-0" 2 1/2" #6 WOOD SCREWS 16 16 12 9 2 1/2" #8 WOOD SCREWS 16 16 16 12 A. ll-IIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUSl~ OF 130 MPH AND MEAN ROOF HEIGHT OF 33'-0" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPC~ING ENDS OF ll-lE WOOD STRUC1LIBAL PANEL C. WHERE SCREWS ARE A'FI'ACHED TO MASONRy OR MASONRY / SllJCCO, ll-lEy SHALL BE AI~'ACHED UI1LIZING VIBRATION RESISTANTANCHORS HAVING A MINIMUM WlllqDRAWL CAPACITY OF 490 LBS STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION MULTIPLE SECTION ASSEMBLY 1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4%0" WIDE SPAN TABLE t609.1.4 23/32" APA SPAN-RATED 46/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES. 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL' FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW ~ 16" O.C OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Yf' ( W/WASHERR/MACHINE BC~/T ,~ ~ c., ~ r- WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUC~-d.'~AEY SHAL~'~A~FA~ED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WlTHDRAWL CAPACITY OF 490 lbs SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'-0" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" 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" B.C. WINDOW SCHEDULE CLEAR GLASS EFFECTIVE PRESSURE REQ'D BESIGN DESIGN QUANT MODEL No. WINDOW TYPE OPENING AREA VENT WIND AREA ZONE PRESSURE PRESSURE RATING 2 CN235 EASEMENT 2.7 8,0 7,2 10 5 85,9 -34,7 50 4 CXl4 CASEMENT 7.7 8,1 7,7 10 5 25.9 -34.7 50 2 CR235 CASEMENT 1,8 6,3 5,4 10 4 85,9 -2e,i 50 2 CX235 CASEMENT 6,4 13,6 12,8 20 4 24,7 -26,9 50 I FWH60611 PATIO DOOR 16,72 22,91 16,72 20 4 24.7 -26,B 40 2 FWH27611S PATIO DOOR STATIONARY 0.00 B.G9 0.00 10 4 85.g -2B.l 40 4 8813 UTILITY 2,00 LBO 8.40 10 5 85.9 -34.7 35 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL. CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT i.O WITH 180 Mph BASIC WIND SPEED. AS PER TABLE R 301.8 (8) NEW YORK STATE BUILDING CODE. ALL NARRDLINE WINDOWS MUST USE, 1/8' HEIGHT SILL STOP (DR STOOL) AND THE ADDITION OF A 1/8' X 3/4' UST HAVE DP UPGRADE KIT. MEETS NY STATE EGRESS REQUIREMENTS DP UPGRADE SILL STOP. (SILL STOPS TOTAL 1-1/4' HEIGHT AND REQUIRE THE INSTALLATION DF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNITS MUST MEET DR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET DR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.I.4 FOR ALTERNATIVE OPENING PROTECTION. ,? GLEAN ~JT EXI~TIN~ CLEAN Okri- 5EP-, N.T.5. NOTE: ~ ~L~.Y4" ~ f=T TO ~IN 0 Z JOB :is: DATE: 2-20-12~ > ,SHEET OF 11 PLAN CONTENTS', RBBF FRAMING NAILING SCHEDULE', 2oo WALL FRAMING NAILING SCHEDULE: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA~ TOP OR BOTTO. ~ - 16D EO.RO. PER 2x~ STUD RnnF SHEATHING REQUIREMENTS FOR WIND L[]ADS: NAIL SPACING AT INTERMEDIATE NOTES FL[]DR FRAMING NAILING SCHEDULE: NOTES RDDF JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING 4 - 8D COMMON PER JOIST B - 8D COMMON EACH END 2 - 8D COMMON EACH END 3 - 16D COMMON EACH BLOCK 3 - 16D COMMON EACH JOIST 3 - 8D COMMON PER JOIST 3 - 1GO COMMON PER JOIST B - i6D COMMON PER FDDT SEE MOTEl 1 SHEATHING NAILING SCHIEDULE~ NAIL QUANTITY NAIL SPACING NOTES STRUCTURAL PANEL 8D COMMON NONE CEILING SHEATHING NAILING SCHEDULE: JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 7" O,C, EDGE GYPSUM ~ALLBDARD 5D COOLERS 10" O,C. FIELD NDNE WALL SHEATHING NAILING SCHEDULE: JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES STRUCTURAL PANELS 8D COMMON AS PER TABLE 3,9 NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACINGD.C, NAIL SPACING AT INTERMEDIATE' SHEATHING LOCATION AT PANEL EDG£S SUPPORTS IN THE PANEL FIEL~i NOTES SEE 3 FLOOR SHEATHING NAILING SCHEDULE: JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES STRUCTURAL PANEL 6' O,C, EDGE 1" DR LESS 8D COMMON 12' D.C. FIELD NONE NOTES THESE NOTES ARE ONLY TD R~ REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, 1). NAILING REQUIREMENTS ARE BASED DN WALL SHEATHING NAILED 6° DM-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3" DN-£ENTER AT THE PANEL EDGE TD OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED DR USE ALTERNATE EDNNECTDRS SUEH AS SHEAR PLATES, SHALL BE USED TD MAINTAIN LOAD PATH 2). WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER DF NAILS SHALL DE PERMITTED TO REDUCED TD 1- i6D NAIL PER FOOT. ~: IRA~ ~_.,A,L5: NONt~ JOB, #: 145 DATIS: 2-20-12 SHEET NLINBL=R: SIMPSON C820 21' LO c HEADEPJS~JD H3 F ANCHOR BOLTS SSTB16 G POST ANCHOR FOR DECKS CB SERIES POST ANCHOR FOR COVERED PORCHES ABU SERIES RAFTER/RIDGE/RAFTER · RAFTER KING STUDS RIDGE RAFTER ~ O STUD - SIMPSON H8 OR H2.5 SIMPSON CS20 21 · LO SIMPSON H7 WALL STUD O WALL STUD O SIMPSON C820 12" LONG · I ~osT ~ ~;~ ~ ~ ~ 1ST. FLOOR W~L STUD-- ~ 1ST. FLOOR WALL S~D-- SUBFL~R ~ ~ ' SUBFL~R~ ~ /< 1ST. FLOOR ~TE~ 1ST. FL~ POST ANCHOR ,o, COVERED ~,C,ES RiM BOARD e ~ R'M BO~D- ~' SUBFLOOR-- /~ SUBFL~R __, EVERY OTHER STUD AND ~ / . I DOUBLE OR SINGLE SILL P~I , SIMPSON LPT4 ' FLOOR TO FLOOR FLOOR TO FLOOR STUD/P~TE/SILL STUD/P~TE P~TE/SILL POST ANCHORS FOR DECKS SIMPSON CS20 21' LO c HEADEPJS~JD H3 G POST ANCHOR FOR DECKS CB SERIES (~ POST ANCHOR FOR COVERED PORCHES ABU SERIES RAFTER/RIDGE/RAFTER ~TH CT RAFTER KING STUDS -- RIDGE STUD - RAFTER ~ O SIMPSON H8OR H2.5 ~,.,~ TOP PLATE ) TOP PLATE HEADER SIMPSON CS20 21· LO~ SIMPSON H7 SIMPSON CS20 18" '~'-~".~-'~,---'~-~-- SIMPSON H3 WALL STUD 0 WALL STUD 0 SIMPSON CS20 12" LONG ~ ~ ~· JACK STUDS -- POST SIMPSON CB SERIES ~ ~ ~ ~ P.C. FOOTING -- 2ND. FLOOR WALL STUD -- O 2ND. FLOOR WALL STUD -- 9 ~ ~ ~'~ ~'~ /~, ~ 1ST. FLOOR WALL STUD-- -:) 1ST. FLOOR WALL STUD~ I~ SUBFLOOR ~ }~ , SUBFLOOR -------..--.__ ~%~ /~ 1 ST. FLOOR PLATE --...... 1ST. FLOO POST ANCHOR FOR COVERED PORCHES RI--RD R'SO D- SUSFLOOR-- SUSFLOOR SIMPSON LFTA ~.EVERY OTHER STUD AND SlMPSO" CS16 36" LONG -- ~ / SIMPSON CS2036' LONG -- ~---~ % ~ ~ jI SIMPSON CS20 16 LONG -- --' ~ /'~--~ DOUBLE OR SINGLE SILL P~I * POST SIMPSON LPT4 ' 1ST FLOR WA~ STUD ~ ~ FOUNDA~ON WALL ' ~ ~ FOUNDATION W~L ~ . z ~ SIMPSON ~U SERIES ~ 11OF 11 .g