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HomeMy WebLinkAbout0029 DARBY WAY - Health (2) 29-Darbiy�Way Osterville Y. A - .143 - 0404��1 °4; , # I 1 1 01 I ♦ DARBY IVAY RVI Th� Oxford Deluxe CONSTRUCTION set OSTE LAN DING Lot 4 e , � r Progressive Designs OSTERVILLE MASSA HUSETTS 4 Falmouth; MA 508-566-5348 ":} December 29, 2015 19MING L15 OV�P.5H�� F Abbriviations _ AI �I;�VA110N5 ., A2 FOUNPATION/13A5MW PLAN - ADJ. >< ADJUSTABLE' CT. CERAMIC TILE FTG. FOOTING - MIL. .001 INCH SEC.- - SECTION - @ - AT A4a. �IY�S�GI OOk9 YJI AA1 . a.:, �' ,, •a f " ASPH. .;, -..ASPHALT- .DBL. ' DOUBLE - GALV. GALVANIZED MIN. MINIMUM SHWR. SHOWER. CENTER LINE M f� I I. f�E l�/UV AWN 'AWNING DIET. _ DETAIL - .GARB.DISP. GARBAGE DISPOSAL MISC. - MISCELLANEOUS S.L.R. SIDELIGHT - S.S. SIX SHELVES i A{L 5GCOA IY7-.FOR,PLAN JI AA I BLDG :BUILDING D.H. DOUBLE HUNG - G&N GLUED&NAILED M.O. MASONRYOPENING -SLDR. _GLIDER. L. LINE 'CC11,, 1�1i G_I VY�V IA.�L� f�f L/VV. ' BSMT. "BASMENT DIA. - DIAMETER G.L.L. GAS LOG LIGHTER NO.. NUMRER STA. 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DK Darby Way 14 FILE NAME: Osterville, Massachusettes $o8-566-5348 ----------------------- NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: +/: r-o CONSTRUCTION SET THE VMcAnaN AND CORDINATION Of ALL DMENSION$ROUGH enaall AlROUGH OPENINGS,ELECTRICAL HVAC&STRCTURAL SYSMAS o t s s +2 ALL CONSRUCROH SHALL COMPLY THHTH FFRERAL.STATE AND ekh ' CONSTRUCTION LOCAL BUILDING CODES ,.,......... n. v i r: , od SHEARWALL-A - - � o _ W .• - - ` N SHEAR WALL-A .. WALL LENGHT= 24' - CO U U O UOU_ DE Q " .. FULL HEIGHT SHEATING= .18'4" ACTUAL SHEATHING= _ 68% MIN.REQUIRED 633% .. D) RATIO 1.00 6 Z•. 6.p �. S • r - EDGE NAILING= 8'o.e. SHEAR SHEAR W z� FIELD NAILING WALL,, WALLLu s • SHEAR WALL--8 (n S F > r.J m " •WALL LENGHT= t 48 ,. S CONTINUOUS HEADER o. * .FULL HEIGHT$HEATING= 11'-10" 0- ACTUAL SHEATHING 25% a - (MIN..REQUIRED` .43%) _ X m RATIO - 1_00 :./r ¢ ® Y W r - - EDGE NAILING= -- 3'oc S EAR SH A SHEAR - < - ' s '� FIELD NAILING= 12 o.c -.- ALL W L W L U PROVIDE METAL STRAPSHE2 Q. Q b CF.1 s C &'HOLD DOWNS C c� N I I L----------------------------- ----------------------------------_______ _ ____rl S ' I SHEAR WALL-B �( --------------------------------- FRONT ELEVATION 0 T c- .. SCALE:Y _ 1:-0„ 1n I W . 0 _ T SHEAR WALL-F . WALL LENGHT 24' � N • -FULL HEIGHT SHEATING- 197-0" ACTUAL SHEATHING= 79%- MIN.REQUIRED 63% - I - ' ( SHEAR WALL - ' .. - RATIO �. - 1_00 I` ' EDGE NAILING= 6"o.c. • FIF-L D NAILING= 12"G.0 Z - - >.. 2. -2 m . O o O F:,s L) SHEAR WALL'-G - .. - _ - WALL LENGHT= 22' FULL HEIGHT SHEATING= 16_-1-, ` ACTUAL SHEATHING= 67% - + (MIN.REQUIRED.. 63%j RATIO 1.00 _ EDGE NAIvLING=' 4'o.c. - SHEAR ',SHEAR HEA •N- _ - FIELD NAILING= - 12•o.e. -WAL'L - WALL•: WA ' J .. - � 1.. EDGE NAILING h SHEAR 1® SHEAR \. Q) FIEn NAIUNG a`ttP. - WALL iWALL . - SHEAR WALL-'H_. E I WALL LENGHT TI 6—% .. m Y SHEA SHEATING- 5 FULL HEIGHT , ACTUAL SHEATHING= 36% . - (MIN.REQUIRED 43%' - -RATIO 7_0O - EDGE NAILING .`SHEAR SHEAR;Ii ISHEARII HEAR SHEAR FIELD NAILING 12'o.c. WALL WALL WALL WALL' WALL FULL HEIGHTI� ' - •PROVIDE METAL STRAPS CONRNUOUs sTuo &HOLD DOWNS FROM SHOE TO RAFTER -� I s I i m O .,. ..' .. .. i — LLI • - SHEAR WALL-1 ® Q Q q . o i WALL LENGHT= 8'-0" . W d Z J • FULL HEIGHT SHEATING= W-W - 6'4'. 4 _ 164 �'-0' Q Ix J U ACTUAL SHEATHING= - 100% - SHEAR WALL-I. - SHEAR WALL-H SHEAR WALL-G (MIN.REQUIRED 63% PROVIDE METAL STRAPS a o v RATIO 1.00 - AND HOLD DOWNS 46-01 " EDGE NAILING= 8'm - - - FIELD NAILING= 12'o.c. IN REAR ELEVATION ' 3 SCALE:Y., O 1 A T!"To, 0mm x m m i m < < o y ------ to FF AM D � . 2 y .. A � r .U _ a.IIED D D V V I I I I r---' -___ ---- A ©� _ r t W D m �2.V . - D T d. i f n A I A a . 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ROUGH OPENINGS,ELECTRICAL HVAC !r SIRCTURAL SYSTEMS o t a 0 is ALL CONSRUCTION SHALL COMPLY PATH MUM.STATE AND etch CONSTRUCTION LOCAL BUILDING CODES I F 1 AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 110 MPH WIND ZONE _ - MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR 5301.2.1.1) LU • S N LU 0 - W - M hecklist • - _ , NAIL SCHEDULE 8d z.� C0 N 1 COMMON AT 3"O.C. -+ Z .1 SCOPE - Y Q Q Wind Speed(3-second gust).. ...... ................................... ....... .110 mph - pC Y DO3 3 Wind Exposure Category.............. ............................................. .. .... .. ... .....B — CI �C ,IXi 0 1.2 APPLICABILITY Q Number of Stories ................................. .....:...(Figure 2) ....... _2 stories s,2 atones - ' - Roof Pdch ...... ... (Figure 19) 1g:12 512:12 m p Z Mean Roof Height...............................................................(Figure 2)................................ 2q-g.R.s33' . - - Building Width W... ...... .. .(Figure 4).. ..... 48 ft.s BO' TLU - - BuiITLn9 Length,L .... ...... .......(Figure 4) ..46 R.s 80' • • Building Aspect Ratio(LAM... .... ...... (Figure 4).. ..... ... 1,00 s3.0:1 J O 4! u - 1.3 FRAMING CONNECTIONS, >-Y.. 'A •s '', S ° �' General compliance vrith framing connections?...............:..(Table 2) ....� .......................................... N S 6 = - - / 2A ANCHORAGE TO FOUNDATION a ANCHOR BOLTS W/. Type Foundation ........ ...... ...(Figure 5) ...CONCRETE W J Foundation Anchorage - 1=n yyy 3'x3"x%4"PLATE WASHER TYP. Fq - 'Q Proprietary Connectors Ta - uplift .,. .. ...(Table 3) .. Lateral .. ... ...(Table 3). a - - TYP.HORIZONTAL DOUBLE NAIL EDGE _ Shear_ .........................................(Table 3) .,.... s= 316 pf a " r 0 5/8'Anchor Bolts - L> - ------'-- _ - -- - - ---- ----;� ' V H WALL SEE ) 'Bolt Spann..... .:.(Table 4..................................... 58 in. — ., (STAGGERED NAIL PATTERN 8d COMMON r _ __ ___ _:___ .. E - oft Embedment (Figure 5) •7"in - 40 S SHEAR .. ._ y Washer Size............................................................(Figure 5). 3"In,x 3 In x y'In thick r - - - ---- - --- -------- --- - -- ------ -- i.' - -VARIES WOOD STRUCTURAL A- , 12. .. L VERTICAL PANEL SHEATHING : `3.1.FLOORS GARAGE OPENING.DETAIL Floor framing member spans checked?. ... .(IRC o'WFCM):. - - Maximum Floor Opening Dimension... .:.(Figure 8) 11 7 R s 12• TYP.VERTICAL EDGE NAIL SPACING SCALE:j4„= 1,-D„ . � - - 8d COMMON VARIES PER SHEAR WALL Maximum Floor Joist Setbacks - W - - -. • ( Supporting Loadbearing Walls or Shearviall ..............(Figure 7)........... B•-1•R.s d !. - SEE Al2) Maximum Cantilevered Floor Joists, - TYP.FIELD NAIL SPACING Suppomng Loadbeadng Wells or heanvell_.. ...(Figure B) .. a-1 R.s d ' (Bd;COMMON.VARIES PER SHEAR WALL Floor Bracing at Endwalls .... .,... .....(Figure 9). ..... ..... - d r a'.y, Floor Sheathing Type . (IRC WFCM).... T&G PLYWOOD' x - r - _ SEE Al2.(G3 7 O.C.) :. .. Floor Sheathing Thickness ... . (IRC or'WFCM).... ........: 3/4" In. Floor Sheathing Fastening.................................................(Table 2) 8d NAILS 6 m.EDGE/12'in FIELD Q) 4.1 WALLS + Wall Height i (3).HEADER .••. .. Loadbearing Wells- ....... ......... .........(Figure 10) . ...., 8' ft.s 10' - - • Non-Loadbearing Walla.................. ... ..(Figure 10) .. : OR.s 20,.. �. I ♦ - - - - � - - Wall Stud Spacing - ...(Figure 10)... . 18"In 524"b.c. .- x I - II Wall Sto Offsets.........................................'.... - gura7-8)....:.. . TTUii . DBL.JACK STUD .'- - - 4.2 EXTERIOR WALLS 12 N. 1 LU . . O .. - �O Wood Studs 1 - - ..(Table 5) .......2x 6- 8 R. 0 in.C't'O F I II pP� � Loadbead0g waoa • J � I. C WINDOW•DBL ,.. ... .. ,. O� U U OJT. - n-Loadbearing Walls. ..... ._.. .._....(Table 5)' .........2,6-8,R,0 In. - .- SILL PLATE : =:.• % O F • Bracing-Gable End Walls. a 7 I.- +. _ l OOt� , ,- W5P Attic Floor Length, .... .............(Figure l l j Lft z W13y I 0 Gypsum Ceiling Length.......... .........................(Figure 11)................ .a OSW _ V Doubt.Top Plate ... - - ° ice Len ...... ..... .....(Figure 13)...................................... .. IB R 1 WALL OPENINGS='STUDS AND HEADERS Splice Cdin—L ('iv Uf 10d common nails).. r J. i oe bearing Wall Connections - SCALE:'Yz"= 1-0"` 4 - .L Uplift.(proprietary connectors).. ..(Table 7) .. U= 256 Ib. < ' '- Lateral(no.of led common nails) ..................(Table.7).. ...... Non_Loadbearing Wall Connections - NOTES: ,- . ' - Uplift.(proprietary connectors).. ....... ......(Table 8) ... ..U -.169 lb. - Lateral(no.of led common nails) ..... .. .(Table s)...... ... 2 •p I O . . _ 1.)THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY,(EXCLUDING THE.SPECIFIC EXCEPTIONS NOTED - Weil Openings - (/) 2 y '1.Z l 's ''S ' e • IN.#2)TO COMPLY WITH THE REQUIREMENTS OF 780 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST IS ' - - _ - Header Spans... ... ...... ...(Table g)......................... 8 ft 0 Inn' - v MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT r: -. O Q 1 U %"ANCHOR BOLTS W/. .` SIII Plate Spans:, ..... .....(Table 9) 8.ft: 00 In.s 12' - - REQUIRED PER THE WFCM,(WOOD FRAME CONSTRUC71ON MANUAL) MPH GUIDE: ... .. 3"x3"x'/"PLATE.WASHER TYP, _ - Full Heigh Studs(no.a of studs)...o ....(Tema 9)............................................... 3 ' - _ .-STEEL STRAPS PER FIGURE 5 - J 20 GAGE STRAPS PER FIGURE 11 Connections at each end of header or sill - ' Uplift.(proprietary connectors).. .(Table 9..:. ...... ... 180 to - _ UPLIFT STRAPS PER FIGURE 14 (P I ALL STRAPS PER FIGURE 17 _, � Lateral(proprietary connectors)..:: ..(Table 9). ...... .. 398 lb. -CORNER STUD HOLD DOWNS PER FIGURE 18.AND FIGURE 18b Wall Sheathing 2.)EXCEPTION:.OPENING HEIGHT OF UP TO 8 FT..SHALL BE PERMITTED WHEN 5%IS ADDED TO THE - - � - Minimum Building Dimension,(VLO WIDTH - ." Y - PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALBES 10 AND 11.- Sheathing Type ..................(Tema 10)­­­ ......... ....... 1/2 PLVVJOOD y, �•-• _ ____ _________ ________ ___y% _ EXTERIOR HALL BEAMINIMUM 2"IN.NOMINAL THICKNESS Edge Neil Spacing. .... ...................(Table 10):................................ ... _in. CV _ -. 3.)THE BOTTOM SILL PLANE IN EXTE R WALLS S - F __________ __ __________. ______ __-____________ ___ __ ______ - Feld Nell SPa ....... .... le .. -' .-� PRESHURE TREATED#2-GRADE. - cing- ..(Table 10) _ in. ' - 4.)"A'FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE ... ..................._ e SEE PACE tz of v N + v _ ., Shear Connection(no of i8d common nails) (Tame 10) • ____ PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. Hold Down Capadry ....... ........ ......(Table 10) .... _lb. ' - • Percent Full-Height Sheathing................................(Tame 10) ... .. .. . .:_% _� - CD WALL OPENINGS-STUDS AND HEADERS' Maximum Sh Sheathing Type Dimension,L ..... .....(Table 1.1)' ... 1/2"PLYWOOD w GENERAL NAILING SCHEDULE Edge Nail Spacing .... ._ cable„) _In, _ a� • 'Field Nall Spacing .., .'(Table ll) - _in. Y NUMBEROFCOMMON EE PAGE 120E/3' - - - JOINT DESCRIPTION NAILS NUMBER OF BO%WIILb NAILING APACE Shear Connection(n0 of 16d common nails). (Tame 11) .. in 0 0 S Hold D— apacity - Percent Full--Height Sheathing.......... ........(Table 11) .................. - IM60ARDTORAFTER(ENDNULEOI 3-fetl 3-t6a EALH END Wall Cladding ' ` WALL OPENINGS HEADERS IN LOADBEARING WALLS dsPeed4 ....... ..... .....,.. N NALL FRAMING L -REQUIREMENTS AT EACH END OF HEADER TUD TO STUD(FACE N 15D) zlea. a ea 34 o.c S.RaROOFS n MINIMUM EA 21 Fac,=xaLE lea` Ic•o.c aLON Eoaes Roof framing members span.checked?: {IRC WFCM HEADER SPAN Pa .. ... .. ...... . .... ` (�) HEADER NUMBER OF FULL- - Roof Overhang .(Figure � •- } - HEIGHT STUDS LB. . LB. - ' - .. 9u a 19)......... .. 7 1/2'R.s 2'or tJ3 m o TOe—LED) 11W ) <'�B�a EM�,lLIHaEl Truss I-Joist,or Rafter Connections at Loadbearing Walls Q 3.164 ales EACH-ST Proprietary Connectors, 3-fia 3Im PER JO ST Upl ft .. ... ... ...(Table 12) .... .U= 3381D` �. 2' 2-2x4 1 277 132 ..3-1. I 4.lea PER_8r Lateral .., (Table 12) .............................L=,J],[_ib. -A 3' 2-2x4 2 416 198 - _ - Shear............ (Table 12) .S= 77 Ib Q Z W 4' 2-2x4 2 554 264 - LLI AfTER90R mUS5E9 SPACEOUPTOle 1.EIEIB IEI Ridge Strap Connection-Tension ....(Table 13) .....T=2`9 pf, 5' 2_2x4 3 693 330 RE OR TRUSSE.S—E...R ls•oa r`' foe �E.EDGEi4FlELD Gable Rafter'Outlooker .... .... ....(Flgure.20).... - 0 ft.s2'or 1J2 - Q � J U 7 ABLE E1 p VALL RAxE oR RARE TRUSS W IDD- E. EDGE B"FlELD O oASEovEmwO fa Oullooker Connections at Non-Loadbeadng Wells Q d LL U) '6' 2-2x6 3 - 831 396 . ASSE—U—OR—E.ssw s•EOGEIe°FlELD Proprietary-Connectors ........ • TRULTURAL OUROOKERS " ABLE URAL UTLOOL RAKE OR RAKE TRUea IM- _�-r lea ` 4-EDGE/4 FlELD Uplft .... (TBbl014) LU 417Ib 7' 2-2x8 ". 3 970 462 - _ Lnerel ..... .. (Table 14) L 148 Ib. Roof Sheathing Type (IRC or WFOM) . PLYWOOD " 8' 2-202 3 1,108 526 - Roof Sheathing Thickness -12"in z3/B vsp" 9' 2-2x10 3 1,247 584 - Roof Sheathing Fastening. ... (Table 2) .................... ....... _ lea fi'EOGEI IP FlELD r Po 3'EDGEIB•FlELO ' 10, 2-202 4 1,385 660 _ 0 e P it' 2-2x10 4 1,524 °oft LE96 .ea r,E13oE+lr FlELD s ... O 726 . r