Loading...
HomeMy WebLinkAboutDecision 4533110 MFH WIND ZONE REQUIREMENT FOR 780 CMR 8th EDITION MA. STATE BUILDING CODE 2x10 RAFTER — 2x6 NAILER — 2x6 TOP PLATE 5/8" G.D.X. PLY TYPICAL ROOF NOTES SEE DETAIL 3�/ Q � ASPHALT ROOF SHINGLES-----\ o +"� n• 'P I CAL RA< SCALE 1-1/2" a I'-011 TYPICAL LVL/GLULAM BOLTING/NAILING MULTI I B/411 BEAMS 2 PIECES D-4" 2 RCWS OF 16D NAILS ® 12" O.C. 2" 2" 3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS O 12" O.C. 2" GPS \ T\ 3/4" A.G. PLYWOOD 1x6 CORNER BD. DFIA JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS W Q ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.C. HEADER TO HEADER (FACE NAILED) Abd 16d 24" O.C, ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PER, JOIST BLOCKING TO JOIST (TOE NAILED) 2-5d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST SAND JOIST TO JCIST (END NAILED) 3-16d 4-16d PER. JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-160 5-16d PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES 51 -ACED UP TO 16" B.G. 8d IOd 6" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.G. 54 IOd 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d IOd 6" EDGE/6' FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT SLCCKS 8d IOd 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FI€LD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. ad IOd 6" EDGE/12" FIELD AND 2%2 f16£RBOARD PANELS 8d - 3" EDGE/6" FIELD X?" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS I" OR LESS 8d 10d 6" EDGE/I" FIELD GREATER THAN 1" 10d i6d 6" EDGE/6" FIELD ASPHALT ROOF SHINGLES MATCH EXISTING 6/6" CDX SHEATHING R38 BATT INSUL. r2' GNB w/SKIM COAT PLASTER ON 1x STRAPP!NG ® 16" O.C. ICE AND WATER BARRIER MEMBRANE CARRY UP S'-0" FROM EAVE AL. DRIP EDGE OVER ICE 4 WATER BARRIER ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLDING IX FRIEZE SIDING TYP. WALL SCALE 1-1/2" e 1'-0" DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP It BOTTOM OF WALL ARE PROPERLY SERCURED. r 29 95 REBARS, CONT TOP t BOTTOM CARRY DAMPROOFING OVER TOP OF FOOTING 2X4 KEYWAY 30 #5 REBARS, CONT RAFTER VENT WHERE IN5UL. 2 0 #5 REBARS, CONT. 6" COMP. FILL SIT. JT. FILLER, TOP OFF W/ FLEXIBLE JOINT SEALANT C3 WWF 6X6 6/6, TOP 1/3 OF SLAB 4" CONIC. SLAB 6" COMPACTED ° FILL a w. r a 1=1 ° e' G ° ° 11-1= 7=7 r T7 T —III °d III—III—III—I I—III—I i 1=1 1=I 11=1 11=1 11-1 I I-1 I—i A..d . - J _ ° ° i I I III—III—III—i m O—I I I—I 11-1 I I— ° ° d � a' S III—I I h .d°�I 1 IIIIIIII111-1 1 II NOTE: FOOTING SHAM REAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOBS FREE OF CLAY, PEAT, LOAM, VEGETAT.VE OR ORGANIC MATERIAL NOTIFY ARCHITECT DGMIATELY IF DDTRRENT CONDITIONS ARE ENCOUNTERED. TYPICAL GARAGE SLAB A J SCALE 1-1/2" = it—G" RAS SCALE: N.T.S. FTER 0 16" O.0 5 6 EA. RAFTER TOP PLATE CT I ON END DIST, IO RAGE APRON DETAIL SCALE 1-1/2" i'-0" f I I f 5/8" ANCHOR BOLTS IV 36" O.G. \ MIN. 7" EMBEDMENT \� LU/3"x3"xi/4" PLATE WASHER SEAM t STRAP LSTA I EA. RAFTER J C� RIDGE BEAM NOTE: RIDGE STRAPS ARE NOT REQUIRED WHEN COLLAR TIES OF NOMINAL Ix6 OR 2x4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING ;�F )IOd NAILS EACH END E SAND STR SCALE: N.T.S. I 2x4 KEYWAY 2x6 DBL TOP PLATE SIMPSON 9P6 (20 GA.) FULL PGT. STL —JACK STUD 7 - WINDOW SILL STUDS � 14EADERS SCALE: N.T.S. 2)16d COMMON NAILS 6" O.G. SCALE= N.T.S. 'SON 22 HDR UPLIFTI 12 GA. ANI m cu CD 0 X �D r M m: N 0- 2: nILJ�LJIjj'�II�X F- I� �l ME: M L' M W W 3in ca Li 1 w W Q QJ z zJ ¢ L w= LiCIEJ � Li z Q 1i mm m cu CD 0 X �D r M m: N 0- 2: nILJ�LJIjj'�II�X F- I� �l ME: M L' M W W 3in N O L -L -i za�� 'W z! � L-6 LLA %'--- Lu O j-z� T O ca r w = o z mm M 0 o Y ¢LL Li z 3 q � Q N O L -L -i za�� 'W z! � L-6 LLA %'--- Lu O j-z� T O to F: �ECGNV FLO(52 AN 8 _CEILING NGr, WINOOW i-EPllER r i ---- � � _ _. = ISI ---- � _ ■'■�■ _ I 17-0" Irm—limmim-1 EXISTING STRUCTURE TO REMAIN P20PO5F12 6A['A6F APPMON r -PONT VIF-W scaL�: kg I -or ADDITION P20P05rP C,APAGt� APPITION PEAR VIr_W 12'-0" xPLF-; Ylr- I1,01ADDITION Pf20P05r-P 6AP.A6r APPITION VIC-W SGALE: k"m 1'-0" cFLocm � SIN F; 12IGNT 51nE� ViF-W 5GAL�' prle I.,Orr L W = M, I— H!m! W EXISTING STRUCTURE TO REMAIN P20PO5F12 6A['A6F APPMON r -PONT VIF-W scaL�: kg I -or ADDITION P20P05rP C,APAGt� APPITION PEAR VIr_W 12'-0" xPLF-; Ylr- I1,01ADDITION Pf20P05r-P 6AP.A6r APPITION VIC-W SGALE: k"m 1'-0" cFLocm � SIN F; 12IGNT 51nE� ViF-W 5GAL�' prle I.,Orr L W = (U W L J Q W z � Q J z Z J a Z LJ = w a H W Il Q < 0� �10 �0 01 0 ¢� F cu (U d�=r Wx¢� nazi=,. z " Coo w4 xw3L.r) 0 � o W = z z � � CD ¢ Y Z w 0 •v Ro 0 X0 0 7,777777111l II I I I I �' �XI51'ING [—RIDGE BEAM �'3j 1 3/4" x 11 -/8" �r K1tCN�N VERSA -LAN 21.0 3100 SP 4X6 1 110 11" 4X6 T� r05r I APPIfON II EXISTING LS GAP.A6Fi' I N I I 3'°" �xisT1NG I �A11NG APIA I II NEW Q' GARAGE DOOR EXISTING 9' GARAGE DOOR 12'-0" EXISTING STRUCTURE EXISTkJG ADDITION 28'-0" RAMP PP:0P05EI2 MA51�k PrE[?POOM L 5COLr�1 a"- I' -O.. WINPOW5 & POOP,5: A. ALL N1�W WINPOW5 VICON 12H 5F -PIF -5 POUf3Lr�-HUNG, 51PIN6 2842 - P.,O , T-10" X'4'-5 1 / 2" AWN 21 2'-0- 1/ 2" X 2'-0 1/ 2" VINYL CLAM, WNIT� WITH INTF-MOP? 6P'ILL5 r3. FOOIP TO GAPAGP - 2'8" X 6'8" IN5ULATl�P Flr3EP6LA55 POOP.. POOP. t0 r3� A 94_11F_� POOP,, =6 RE5AR DRILLED, H44,NNERED AND GROUTED INTO EXISTING FOUNDATION @ 12" ON CENTER (TYPICAL) 12'� I'I:0I'05EG FOUNLIA 100 PLAN EXI5M6 CL05Ef NG II I C� f NG p00 EXISTING �J o DINING DOOM �XI511NG MA5T�12 Pr: IPP:OOM EXISTING - �XI511NG x LIVING DOOM 13�17t?OOM *2 pP -n-n0N ��6FNP --—— — — — — —— FX'15TIN'GFA1,9110N5TO — �__' �TMO\/�D HISTNG P'A-,`TM0N5 TO RE MA N KOP05�P NSW PA. ION5 NP ROOF FRAMING 2 X 10 ae 16" 0 C. ARCHITErr,1RAL A51HALT 5 HOLE ROOT 5V5TEM 15-+ MP6 FELE 5/ d" EXTERIOR FOR ROOF 51EATHIN6 'rMOFOAM CIRCLLATOK R58 1N5.iLA1ION ICE R WAIM 5 r1 LV 51MP50N H2.5 HI.Ki21rAfZ CLIP m W. O.G. RAFTER VENT 1/ 2" rwv A V A4 2)(6 P.1 51LL W/ MILL 5EALER EXT'. P IERIAL 16"W. x 101"H. Gc'WmTE FOOTING C rl'PICALi.. '1" CONCRETE 5.AB — 6 MIL M015TUvt� VARRIEK CONTINUOUS PIP6E VENr KIGGE 6EAM(2) 13/ 4" x 12" VEk'A-LAM 2.0'5100 Sr _JJ GAPlAGF_ W�PROVIGE I LAVER 5/d" f1PE "X" FIREGOYJE GWV EN1 VE GAP, --2 & CEILINC 6" COW ACTErl FILL F.X6 Fi/Fi WWF 1(X' I/3 DF 5LAU 22'-0" Cf?O55 5EC110N Fv `74,-[ <)" r A,4 ALUM 5EAMLEf GUrmr rWEK GUILOING VM -W 1/ 2" CDx r'LYWOOb 2x651UO R-21 IN%LArION VAPOR PAM15k 5/8" 51EETROCK A4 N r � N 0 v1 c ii AVVN21 2842 2'.91- I g'.y2" 14'-82" 26-4- 2842 PP:OP05�1? MA5TFP, r3F_1)P?OOM 25'-4" 2 X IC'S @ 16" O.0 3'-1" 51-52" 2842 2852 2'-82" Q r � w = CL 1 1 MA511%P? 13A � � aoxr o I Q Y I LLIZ Li / I O I DEAM-C3 13/4" x11>/8" 0 VERSA-[-AM VSA -LAM 2. �i100 51' I \ X 01_ 0 x 12 3/ 4" 1 + G PL WVOOG\ ?X10'5 at O.r. ., 2X 10'5 a 16"O.C. GAPlAGF_ W�PROVIGE I LAVER 5/d" f1PE "X" FIREGOYJE GWV EN1 VE GAP, --2 & CEILINC 6" COW ACTErl FILL F.X6 Fi/Fi WWF 1(X' I/3 DF 5LAU 22'-0" Cf?O55 5EC110N Fv `74,-[ <)" r A,4 ALUM 5EAMLEf GUrmr rWEK GUILOING VM -W 1/ 2" CDx r'LYWOOb 2x651UO R-21 IN%LArION VAPOR PAM15k 5/8" 51EETROCK A4 N r � N 0 v1 c ii AVVN21 2842 2'.91- I g'.y2" 14'-82" 26-4- 2842 PP:OP05�1? MA5TFP, r3F_1)P?OOM 25'-4" 2 X IC'S @ 16" O.0 3'-1" 51-52" 2842 2852 2'-82" 24'.4" 2 X 10'S @ IG" 0. C. Pp0P05f 2 r:00P FP:AMING PLAN /-4 X 6 resr ON. LLJ m w Q Q J Z z Q I– w = Ld a �� W W Q S < N 0 Q �r ECU CL Ij'�IIL--J�1JIInI.I �' X �- �J � U M co W p o Yo 3,n O Q r � w = CL 1 1 ' o I Q Y I LLIZ Li I O I 0 0 x I RIDGE ' RSA �LPMI BEAN -(2 2.0 1 3/4" 31CCi x 12" 5P I r 1 y ®rO.T - _ GN. O N O_ X X_iI1 N N In In J 9 I I SK 24'.4" 2 X 10'S @ IG" 0. C. Pp0P05f 2 r:00P FP:AMING PLAN /-4 X 6 resr ON. LLJ m w Q Q J Z z Q I– w = Ld a �� W W Q S < N 0 Q �r ECU CL Ij'�IIL--J�1JIInI.I �' X �- �J � U M co W p o Yo 3,n O Q r � w = CL Z o Q Y LLIZ Li ucl� REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNER' DIMENSIONS AND SETBACKS TO THSE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. KIERAN & HEALY NO. 48133 DATE CERTIFIED PLOT PLAN WITH PROPOSED GARAGE ADDITION AT h�144 MAD/SON AVENUE IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) JANUARY 17, 2014 PREPARED FOR: Mr. SHAWN MARSHALL 44 MADISON AVENUE SOUTH YARMOUTH, MA 02664 SHAWN030®YAHOO.COM BSC GROUP 349 Route 28, Unit D West Yarmouth, Massachusetts 02673 508 778 8919 © 2014 The BSC Group, Inc. SCALE: 1" = 20' 0 2.5 5 10 METERS jig 11 1� 0 . 10 20 40 FEEr PROJ. MGR.: CRAIG FIELD FIELD: A. NELSON CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: CRAIG FIELD FILE: 9812-EXC.DWG DWG. NO: 6233-01 JOB. N0: 4-9812.00 SHEET 1 OF 1