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HomeMy WebLinkAbout0041 DARBY WAY - Health �/ � �` �y a A P<-- Construction Set OSTERVILLE - ,LAN-IQ, G THE OSPREY DELUXE Progressive Designs . OSTERVILLE MASSACHUSETTS AUGUST 25, 2014 Falmouth, MA 508-566-5348 - MAW%L15T i COVSP 5HP5f Al �L�VAT10N5 Abbriviations A2 �LPVAWN5 A3 POUNnA110N/13ASPM�NT PLAN ADJ. ADJUSTABLE CT. CERAMIC TILE FTG. FOOTING- MIL. .001 INCH SEC. SECTION 0 AT FIP5T PLOOP PLAN - - ASPH. ASPHALT DBL. DOUBLE GALV. GALVANIZED MIN. ,MINIMUM S.L- 9HOWE R - CENTER LINE A4 - AWN. AWNING DET. DETAIL GARB.DISP. GARBAGE DISPOSAL MISC. MISCELLANBOUS S.L- SIDELIGHT $S, SIX SHELVES A5 %CON17 PLOOP PLAN - OPENING R. G BIDER L. LINE BLDG. BUILDING D.H. DOUBLE HUNG - G8N GLUED&NAILED M.O. MASONRY OPEN STD 4 BSMT. BASMENT DIA. DIAMETER G.L.L. GAS LOG LIGHTER NO. NUMBER STD. STATION 1R-iS ONE ROD-ONE SHELF A/_ WOW PLAN BTM. BOTTOM DISH. DISHWASH HDR. HEADER N.T.S. NOT TO SCALE STD. - STANDARD iR•2S ONE ROD-TWO SHELVES �Kl f� nAI BTW. BETWEEN DN. DOWN INSUL. INSULATION O.C. ON CENTER STL. STEEL 2R-2S TWO ROD-TWO SHELVES A/ I IFST FL OR�19A AAIA I/..PLAN CANT. CANTILIEVER DRY. DRIER INT. INTERIOR O.H.D. OVER HEAD DOOR STRUCT. ST(UCTURE S4S SURFACE FOUR SIDE // I 5 I. f� fVVVI I VU �. C.J. CEILING JOIST EA. EACH JST. JOIST OPNG. OPENING T.C. TRASH COMPACTOR 2S TWO SHELVES A8 5�CONf7 PLOOP F MINCA PLAN - CLG. CEILING ELEV. EACH KITCH. KITCHEN P.C. PULL CHORD T&G TOUNGE AND GROOVE - 5S FIVE SHELVES e CER CERAMIC ENT. ENTERTAINMENT L.V.L. LAMINATE VENEER LUMBER PICT. PICTURE TRANS Tf3ANSOM 2W TWO WIDE A9 5�CONt7 PLOR CMIN6 FRAMING PLAN CHIM, CHIMNEY EXP. EXPOSURE. LAV. LAVATORY POLY. POLYETHYLENE TRAP. TRAPAZOID 3W THREE WIDE C.M.U. CONCRETE MASONRY UNIT EXT. EXTERIOR LIN. LINEN PROD. PROJECT U.L. UNDERLAYMENT 4W FOUR WIDE A10 COOP FRAMING PLAN C.O. CASED OPENING F.G. FIBERGLASS LIV. LIVING RAO. RADIUS UNEX UNEXCAVATED SW FIVE WIDE COMB. COMBINATION FIN. FINISH L.S. LAZY SUSAN RAFTS RAFTERS WASH WASHED W/ WITH All 55CION5 COMP. COMPACT FIXT. FIXTURE MAX. MAXIMUM REFRIG. REFRIGERATOR W.F. WOOD - CONC. CONCRETE F.J. FLOOR JOIST MBR. MASTER BEDROOM RM. ROOM W.H. WIDE FLANGE AI2 MTAIL5 CSD. CASED FLR. FLOOR M.C. MEDICINE CABINET R.O. ROUGH OPENING W.W.M. WATER HEAD FLOUR. FLOURESCENT MICRO. MICROWAVE R.S.. ROUGH SAWN WELDED WIRE MESH AI3 CWWALLS - - �R A14 51-IM ML5 i ! Al5 WOOn PRAMP CON5VUCT10N CHPCK L15T/ 5CN5f71,11,R5 ' DEVELOPED BY: KTw G R O U P OSTERVILLE MA 508-4.28.4900 CONSTRUCTED BY: elch ostarvtCCe at.a/aoeasa-iB i+�ww.£enSoCCan6we(ch.com I J I g0 s f c m� y o m 0 NC §pi g m `S m N Z. r n(� � mo c i m m m g 0 0MFm 8z - � imi m o�A N 1031 ar gfi fi m a N'�T N C m z ro rn m �' n2 11 r-�I ml to ml lg mlo o ;C - - - m im 0. o i m l r _ Z z I I Ih_I II I „ I I g _,-- ----------------- I I I N II i i I i ___ _________ � ii i � ii im I i ------------------ - -- - j ---------------- �- ----------------- - --------------- i m a !I I II I I I III 'I I � II I I 811 }___ - ------ DPI I oil A D ag IA I I I III 1 I I I I III j 1 i it I I I II j • II I I I II i Progressive 1 Designs OF DATE: AUGUST 25,2014 Osterville Landing-Ospey Deluxe ELEVATIONS PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 508-566-5348 _ — - — NOTE CONTRACTOR OR SUIIERNSOR RESPONSIBLE FOR THE SCALE: Il -1'-0' CONSTRUCTION PLAN THE VWCATION AN.D CORDINAMON OF ALL DIMENSIONS,ROUGH e6dall A 1 ROUGH OH�oHINH;s.ELECTRICAL HHVAC&S»�I:aL SYSTEM. eLeh 0 1 3 6 12 ALL CONSRUCTION SHALL COMPLY WHTH FERERAL.STALE AND CONSTRICTION LOCAL BUUHNG CODES $ T" 'M; E co i mis Ip �� Aa m - - 8� <y Im Ilm I = _� m � L - ------- y Z - L Z ----------------- ----------------- EH ----------------- -------------- FM D ;I I II I _ I I II j j j I _________________ ii i ► i i i ► i FEDi ; i i i i ► i �� i I i � I !i i ► i �.► i I I I I ----- --- I I L -JI - I ► '� � I i - ----------- ----_ 1 .......... i i � �► i i I I I I I o 1 �7 D Progressive 2 OF DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe ELEVATIONS Des;g s PREPARED BY: DK Darby Way sos-sss s3a8 15 FILE NAME: Osterville, Massachusettes -- ---- ----------- NOTE' CON7RACTOR OR SUPERVISOR RESPONSB E FOR 7HE SCALE: +/4-,•-o- CONSTRUCTION PLAN W%U*r.Anm AND�NA10N OF ALL DIMENSIONS,ROUGH endali A2 ROUGH 01)MOS ElEC7RICAL WAC&SMCiURAL SYS1E a o , e is ALL OONSRUC71ON SHALL COMPLY WITH FE MM.STALE AND etch LOCAL BIALWNG CODES coNeTRU-rION N zad 171 :t O T O m C u m Q 0 O L---j O I i z'3ob ce_ 0 � p a tUd 74•d r---I IK m Cd I A -------i -� o 1 t 1 1 i-' - - � � y * i I r e11C0-C I I 33 b; L--, iri 44 Inv st D $ 2sS N n_ y � Z FM -1$1 L--J 14d D 1 i 0 i I- ' r------------_� ------------- --- -y NI � -A ,o''v5 4 O . ------------ L p m D 4 zd $$ ,!%''� $ n $ i $$a m m L--J ozos a I 4 -, your "! L i ' A I ' �5� �$ O i �Ks $ •$ —J F 5 ------------ I z am$ m �m '------------------ k F-ZL J 3qq SF 12 � FFyii k 1 , 1___ ____ 44 a a, _____ M-(r 44d N X m Ol M m D m m � n D r ' ■ r m a ■■■■■■■■ '.•'■' _-•■■ m� O xmm�,mpc®n mnvvpmN- n aOm yyyrtlyvpz�i `; .oO>�� '''N-� 6 D O DNo O mmrna2 Z m000�onp D>10 '0 ZO m O r�pD�Z� � �p ZZ 1< xyXv m z dm0oon >mO NC oPmA>mmmommZOm`OzO co DG OmzooD m ZZ � rOmmxp>aw O O 1 r nz O nDmvmoV O`2 0ww co N m i■ ■ m °joO2�■ oo� pa0pn — \ IwO=mP Dncom zzzmz m 4svtm 7' rD p mDZZ m0 mWnm mm° �O=1 O Z >n SO � 0 m 0m m�ca w m0 o n�vm O D 0 3 m £ 3 O5 p � r m �f O 3 o <Pmm p 1g D CD 'ZmZ o Az I O nmmy UPLIFT Progressive Designs 3 DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe FOUNDATION PLAN . . . OF PREPARED BY: DK Darby Way 508-566-5348 15 FILE NAME: Osterville, Massachusettes NOTE- CONMCMR OR SUPERV60R R�ONSI9LE e n d o l l SCALE: 1/4-11-o' CONSTRUCTION PLAN ROE vF&MMGFI AND camwanal & ALL DIMENSIONS ROUGH ROUGH OPENDIG$F1ECIPoCAL HVAC 8 S1RCIURAL SYSTEMS � etch A3 ,= ALL CONSRUC710N SHAM COMPLY W17H FEROM STALE AND cons.rtO.<<Ou o , 3 e LOCAL WA MG CODES N aa•s ' tss as zas 10 --------------- ----- G7 -n O O O ' :O ------- ----- -0 S_ Z m� IF � a Ed 4• K�© .?- � - � �_ a - --- -- o o - N N N oo H n - $z 4 "p n"I 6 4 N�Ix Ed �� o S8 6„ ho- g s� o a_ �p _ o u § � m -------- QI § o 63>c1g ra m 8 r Ai 9�yy q� V ml rs TV g$i i 10S Q D �,I F1usH�arrnt 4 A Z mi 8 i ---------pi ,$ k 4 4 ss tzs ss 4 4'-2j rs as as 2170. t4•4r Pas sso• 8 N z � m � ® OO ® m m�ODm�rD- Z > p�c •� z 3 cz7 m r m ------ ------ - O Q•, - mpo Ac-i1 vOoNm y ygc O I m O <ommc .m Z�A?01�Z O�p 0 000 Om zm �3 z �OGm-ciZu$ aO �mNp�41 00 Z ao m�O� - (1 a M, m 4 Progressive OF DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe FIRST FLOOR PLAN Designs PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 5o8-566-5348 SCALE: 1/4'-t'-0 NOTE CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE A^ CONSTRUCTION PLAN THE�C+RaN AND Nw�NAMON of ALL DIAENSIONS.ROUGH enaaIt `'� ROUGH OPENINGS,ELECTRICAL HVAC a STRCTURAL SYSTEMS. 0 1 a s 1s ALL CONSRUCRON SHALL COMPLY VM MOM,STATE AND ekh LOCAL BUILDING CODES coNSTRucrxoR , N zaa 9) (j) I 0 �m Z o r p 0m Og C� v� Y Z �y 1 n to g - � b 5 ze Q2'I i saw iG-io}• F za 77 4 O - ' e8.: a D \ D RFOING 0 0 0 6 n 0 n N Z N O mZ OO- i m y0 D zy-4c O z T I. Dzi . n AArc arm Dromz m0 al �0 O O O 0 000. 0 OZ z , m m 00 1 O y Z p X000 Z m O0� m3 N a0 m iA m 0, m z o 0 .0 Progressive Designs 5 DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe SECOND FLOOR PLAN . . . OF PREPARED BY: DK Darby Way 508-566-5348 15 FILE NAME: Osterville, Massachusettes _ J[r CONTRACTOR OR SUPERMOR RESPONSIVE FOR THE e N d a i l CONSTRUCTION PLAN m vmcAnoN AND c=MAnON OF ALL ONS.ROUGH A5 ROUGH OPENMGS,o&'MCAL HVAG&STRCTURAL SYSIEYS. F e1 eN ALL CONSRUCION% L CONPLY WH FERERN.STAW AND CONSTRUCTION o I a e +2 LOCAL BUM MG CODES N DO .. r O m 1z1z mu - bZ 0 p 4:12 O n n 12:12 412 - N m a:1z B J of �O N112:1f. 1112 ro,/ lu 8 N Progressive 6 DATE: AUGUST 25,2014 Osterville Landing Ospey Deluxe ROOF PLAN Des I g tI s OF PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 5o8-5ee-5348 NOTE CONTRACTOR OR SUPERVISOR ri�ONSS E FOR THE SCALE: me-r-r e n a a R I CONSTRUCTION PLAN n�VsamnON AND CORDINATION OF ALL DIMENSIONS.ROUGH A6 ROUGH OPENBIGS,ELECTRICAL NVAC STRCTURAL SYSIFAIS o t a s is ALL COtSRUCTION SHALL COMPLY WITH EERERAI,STATE AND etch LOCAL BUILDING CODES CONSTRUCTION N t7d t4d N r 0 - oO v = v X I _ r � v -U ■ _ II F- ------JI I - e j' rnz.izeEnm I g I ■ D ■ I D I - - - - - , --------- -------- I ------ - u _ = I I 0 I o - � - n - — — u' ■ ■ , WO Rom asp a le O.c W T. 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N r ��.yAON� m r zz Z �m � � m X D m X _ >. m > N > Z y m 0 m m D A m � m m Progressive DATE: AUGUST 25,2014 Osterville Landing-Ospey Deluxe FIRST FLOOR FRAMING PLAN D e s I g n s OF PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 508-566-5348 -- --- _ __ NOTE: CONTRACTOR OR SUPERVISOR'RESPONSIBLE FOR THE SCALE: +/+'-+—o• CONSTRUCTION PLAN Rff VERFIICATION AND CORDNAMON OF M1 OIYEMONS.ROUGH enaalt AT ROUGH OPENINGS.ELECTRICAL HVAC do SIRCTURAE SMUS o + s a +2 ALL CONSR=ON SHALL COMPLY TOTH FERERA4 STATE AND CONSTRUCTION LOM BUL MG CODES N N tN,t (n r___ _____ m m n I eC Z 0 0 0 0 O ---- n o m (3)vnoe�nen r I z n I II L ===11 Z fir__—_ ___�______ II � I op ■ i I g I pp (2)L A FLOOR MSM �OFENFOYER ■ - •■��■�N��NN�• J I •. ■ II I � N e - ' ■ I I I sTEu.e .fl - I . •N TZ2,IETTER , ■ J ------------ D D ■ I I i I II MfALR (Tomsmm - I I I CL _3 ' ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ F I 'Er'i '4.—ifDir Ji--;I-14 W 2® W CUM AM iB'OA I I I I I II I 1 m 7 t I ' I I I wo cm J=a Ir eG . r — N ■ I � m 'TI ■ M. 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(� S.`4 law. m b I ® s-to (.m+Hawn n R 3 (3lo sR STUD HEIQIT ( •� I� IN p l i p o f I �o la p � pc �5 � I r_2 a-zi 19 ml� A Im IpI� IIs N N I 1 n Ig Im Ip mI ml$ m m � - T� Z I I .moo 0 o u au i a) j i i v o ao s I Td _ �, � g� a m m i t 3 ar $ 3 I (� w o z E i `S n 6Z. ° 1 i p chi 3 r � m y � Z. /// 81 Z� 32 ( I �® / x r / xmm6 o H I R$o= - 5 I li I pl I I Sul me X p • I god g-s � x�N � I Im InIg I SIg I i �� g g 3 i Ig ICD m I I ml I I i m r o Im I I 0 z ° m j � „•�- �r(taw a w I I� ° j oI= o r j ri§ is Q iA 49 i OR IT a 4 Progressive 11 OF DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe SECTIONS D e s.g n s PREPARED BY: DK Darby Way 15 FILE NAME: Osterville,Massachusettes 50e-56e-5348 NOTE. CONTRACTOR OR SUPERNSOR RESPONSH E FOR THE SCALE: �/a-�-o' endall Al 1 CONSTRUCTION PLAN THE YERIFlG1nar AND AnaN OFALL DDIENSIDNS,ROMROUGH OPENINGS,ETECDICAL HVAC h STRCTURAL SYSTEMS. o f a e +s ALL CONSRUC71ON SHALL COMPLY WnH FERERAL.STATE AND etch CON S T ft III ION LOCAL BUWNG CODES .......... i Ii I ma€ a�2 A m _ a®01 m r n A _o o III a A 4 4 H m II II I I mo A II� Lo o i v u, ° m D I C-- n r 6 • _ v v j • I 'o i5 I 9 �^ po i �w i Ea0 z lza v� J f O Ao S Fy " im Q" i � g gm � 00 g , 8 0 lri Y z Cm a • M F T m III r i Im F p �aF$ a b a =10 Ilo ImApg m D Act off— n av THM sFm6oF 4 zg= b D I p II m II 3 IL y O g A Progressive 12 DATE: AUGUST 25,2014 Osterville Landing Ospey Deluxe DETAILS Design s OF PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 5o&566-5348 -- NOTE CONTRACTOR OR SLLPERMOR RMPOISM FOR THE SCALE: Vc-r-v CONSTRUCTION PLAN M VWCAnaN ODRO MD WRON of al DIMMOM RwcN A 12 �CN mmm NYAC&=C1URAL SMM o 1 3 e is ALL SUCTION SMALL COMPLY WM FOUAL,SfAIE AND et CONSTRUCTION LOCAL BUILDING CODE T"M-0 ro m m -- o / F Y _______ D.m D \� �A r m m Z m -IE 00 Z ___ D O I�m i1 m —-- - � A S O D Q D m 2 �i D'L b O z0 -D b ---_ -_ �S C -__ _ ---__ II N N m-D 3 A ®"' ® __——_--____ ------------- Em Dj b A� A y2 c m z p y I ' °m m 3 r 1 €___ —_—_______ C m I y I 1 (n I I 1 - I L_J mAmm D,IF ,Im D,I� rm DTI �o m° oc pp ,< O 1�� rm-O 0�� O� D �° �r� 0ma �r� m0� CDr 0 omp�Cx omo�p2 °mp^c=r Omp-on omp� ?r _m � 3Irmm N Z� 3Drm� � 3�m{n m � 3�mnri m pp 3�rmm m Am rr $GDoz rr ?yoZ m rr ?woz rr zm�z rr z_moz S �x�nL120 ((mn O tx�nn O xx11 O �mLIxO 'Dom 670 my�� �61 my � V74Z1 mDi� O� mD�1 0;o In c�X. F nn c S. In c�=n f to c==n ne cyi=° f iD v°i Ooz ooz oo �Ooz mmGO �z ° c� aR�L�B o� m h. Progressive 13 DATE: AUGUST 25,2014 Osterville Landing -Ospey Deluxe 110 MPH EXPOSURE B WIND ZONE D e s i g n s OF PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes 508-566-5348 ___—_- ----SCALE: /+•-r-a• NOTE CONTRACTOR OR SLFEIMM RESPO NSIBLE FOR THE CONSTRUCTION PLAN exa°" THE VEtlIFICA710N AND CDRouRAtrOI OF ALL D®IENSIDNS,ROUGH ONR A 1 3 o t s e is RO1GH OPENKM ELECTRICAL HVAC&S M RAL SYSTEMS ALL CONSRUCTION SHALL COMPLY WITH FERERAL•STATE AND etch LOCAL BUILDING CODES coxerau-r:ox w � N m > r � o m n m _, x m o D I I 2 - C_II = o ZELLJ w I , < i D =_________—____ I I ----------------- ------------------ I I II I II I ' X I I TI I 1,I I O --- I ___________ O x _ C I I I p p O C I it e _ — —_ _ ___ ___ y _- -- __ cmc w I I A I I w __--- D.m w r> � w x rA 2 w S A lu _. D m _ n F 4 a Ft r w ¢x m FD § AAl Dm e -- l � a m- DDQ ,. 0 F Lj x a p � D § r- 3 i Tm Ttmy D'•F rm,��11 D'•� rm,� Dm� -nmy,y D"f m�� ��� I�I�y p�D III�� yrD Rl vy yID (O�y C�C mR 0mp�C=r omo��= omp�c=r 0mp�c=r ompic=� omp� .=r omp�c=r 3�mm w wP 3�mm w 3�mm FA 21rm`N w 3�mm w g 3rDm`N w ZwpZ ZwpZ 2w�Z Zwn2 w ZwOZ FwQz x ZwpZ x(O2w x SSO 2 p2O12w x xR12w 2 =ZO 2 �xOn1=O x 2 py wwy 4z10 p.qy A O mOHf"Dy 00 DyXy A O p q A 00 Oym-xi 00 p yy A Y N 2 0 o Y R N C:x 2 0 u R C S pZm fy pZmu y`r AZm `yL pZ�n o Zm0 DF o0 mZmo 1y�- o pZmO D r D i- D r p o OR D� rr, o ZD r v o D2 m01 m0-� mOy mw� mw vRz � vRz r vNz Rz NN 0 0 A N�'I I�'� N wI I IAA N I OI iA N ply wlOalm O IN�I�m�y ^'O IN�I�'IG.IW N°I�eeI�V A 14 Progressive DATE: AUGUST 25,2014 Osterville'Landing -Ospey Deluxe 110 MPH EXPOSURE B WIND ZONE D e s t g n s OF PREPARED BY: DK Darby Way 15 FILE NAME: Osterville, Massachusettes Sob-566-5348 SCALE: t/s•-t—o• - --- NOTE CONTRACTOR OR SUMVI�t RE BLE FOR THE e n a a i q CONSTRUCTION PLAN TME VMFlCAMON Mm Ca�Q1AMON OF al OnmrsOM ate+ !-1 ROUGH OPENINGS,EIECMCAL HVAC&S1RCMtAL SYS7M o t a e tz ALL CONSRUCRON SHALL COIRLY VATH FERERAL,STALE AND etch _ CONSTRUCTION LOCAL BUILDING CODES ,.j � • r0 r O O • .?i {� f�if Cf - 'CS 1 v • h a. . AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 11 O MPH WIND ZONE N w b. MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR 5301.2.1.1) W c y6 � I p� O .- NAIL SCHEDULE8d O= a y= Checklist N �y Q 7 Q COMMON AT 3"O.C. z _ z o p $ 00coDO a 3 ' g� 6 DO X 1,1 1.1 SCOPE _ z3 I� Wind Speed(3-second gust),.....................................................................................................110 mph WindExposure Cetegon..........................................................................................................................8 ca Z J 1.2APPLICABILITY - - - Number of Stories .. ... ..,(Figure 2)_ ... ��•etorlee s 2 stories W Roof Pitch....... ........................................ .(Figure 19) .. 6 12:12 1� . ) .. Mean Roof Heigh .... ................................(Figure 2) ... ,.. 1�8'-4 ft.s 33' _ O Bullding Width,W : -.. ... (Figure 4) eft.s 817 Building Length,L ... .. ... (Figure 4) .. .... Jw.6 sor U) - > ANC Building Aspect Ratio(IJW)....... ..... (Figure 4).....: ,•25 s30:1 O - - 1.3 FRAMING CONNECTIONS tea/ Y I s" HOR BOLTS w/ General compliance with framing connections? ...... (Table 2)..................... ............ .. ... X 17 WXTV4"PLATE WASHER TYP. - - Sh W 2.1 ANCHORAGE TO FOUNDATION Type of Foundation-............................................................(Figure 5)..................................CONCRETE ^ Foundation Anchorage F W a TYP.HORIZONTAL.DOUBLE NAIL EDGE Proprietary Connectore - CC L------------------------------------ ---------------------- / (STAGGERED NAIL PATTERN Btl COMMON UpiR..._....................................................................(Table 3)......................................U= plf G �,' Lateral.....................................................................(Table 3).......................................L= 1 4" r-----------------_------------------------- ---------- -------- - VARIES PER SHEAR WALL SEE A13&A14. O - f .. sneer................_..................................................... � (Teble3)......................................s= plf 5/8"Anchor Botts - `------ ------- -- --- ----- ---- ---- - ---- --J-- TYP.7/e, bolt Spadng.. .. ...... .....(Table 4)... ... 95 In. r C ---- ------ '------ "" T WOOD STRUCTURAL ' GARAGE OPENING DETAIL VERTICAL PANEL SHEATHING BOIL EmbedmBnt (Figure 5) Lm. -�/y • Washer Size:.... .. (Figure 5).. 3 In x in.x y"In.thick ,t_ 1 SCALE:X = 1'•01, TYP.VERTICAL EDGE NAIL SPACING 3.1 FLOORS (8d COMMON VARIES PER SHEAR WALL Floor framing member Spans checked? ....... .. .(IRC or WFCM).. .... .... SEE All 3&All 4.) Maximum Floor Opening Dimension... .. (Figure 6..................................... ) •'(,g ft z 12' 4) TYP.FIELD NAIL SPACING Maximum Floor Joist Setback X (Bd COMMON VARIES PER SHEAR WALL Supporting Loadbearng Walls or Shearvall... .....(Figure 7). ............................. 3,-7'ft.s d - Maximum Cantilevered Floor Joists _ SEE A13&A14.) Supporting Loadbearing Walls or Shearwen..................(Figure 8) .......... N/A fL s d Q • Floor Bracing at EnoNvalls..................................._................(Figure 9)........................................................ - - - Floor Sheathing Type_.........................................................(/RC or WFCM)...................TAG PLYWOOD :. Floor She Inning Thickness..................................................(IRC or WFCM)................................... 314„ in. ' r (3)HEADER '- Floor Sheathing Fastening...................................................(Table 2)..6d NAJLS-6"in.EOGE+12'In.FIELD Q. l' 4.1 WALLS 1:11)O Z FULL HEIGHT STUDS Wall Height. 3 I Loadbearng Walls.............................................. ..(Figure 10)...... �_R s 10'20' U)U Non-Loadbearing Walls ...... (Figure 10) DBL.JACK STUD u ... . ft s ♦ - .'. - ° ° Wall Stud Spadn....................... .. (Figure 10).... ']g 1..7n s 24,,,o.c. ' ., - w CO �Od, wen Sic OR.be (Figures 1.9) _ d WINDOW- 1%z ... - 11 QP4 - . 7 ;g_ DBL.SILL PLATE OG'('O E o FOJ� Wood Studs 4.2 EXTERIOR WALLS _ $ t O (- ATyON GOO. Loadbearng Walls.... .......................................(Table 5) ................2x _LfL gin. M 1-- Non-Loadbearing Wells ........ (Table 5) ..........2x�-eft.�In. cn J cn Macing-Cable End Walls @ WSP Attic Floor Length ...........................................(Figure 11) ............ N/A ft,z W/3 •d 2 N 2 WALL OPENINGS-STUDS AND HEADERS Gypsum Calling Length.................... ........(Figure 11).. 24 a,ft.a0.9w Li Double Top Plate _ N SCALE:y„_ V-0„ Splice Length.. ....... ..................... .. (Figure 13) ....................... e A Z �! — U) Splice Connection(no.of 16d common nails)..........(Table 6).. .......................................B nLn ex - Loadbearing Well Connections Uplift.(Proprietary connect"I................ ...(Table 7)., ............U-alb 1.)THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY,(EXCLUDING THE SPECIFIC EXCEPTIONS NOTED .. (Table 7) y N O 1'LL s Lateral(no.of 16d common nella)..: L, IN#2)TO COMPLY WITH THE REQUIREMENTS OF 780 CMR 5301.2.1.1 ITEM 1.IF THE CHECKLIST IS Non-Loadbearing Wan Connections O ❑ O U MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT ....(Table 8)......................................U-169 Ib. - Uplift.(proprietary connectore) ......................... - a/e"ANCHOR BOLTS W/ ( 11CTION MANUAL)110 MPH GUIDE; pl - .. Lateral(no.of 16d common nails). (Table 8).......................... ......� STEEL STRAPS PER FIGURE 5 - i REQUIRED PER THE"WFCM" O M C N �. 3"X3"X'/q'PLATE WASHER TYP. 20 GAGE STRAPS PER FIGURE 11 CORNER STUD HOLD DOWNS PER FIGURE 18 Well ad eninga UPLIFT STRAPS PER FIGURE 14 - - i I - -. - - VII Plate pane.............................................. (Table 9) .-. ..: 1-R�In,s 1112' - -ALL STRAPS PER FIGURE 17 Full Height Studs(no of studs) ....................(Table 9).............. . 3a.ANO FIGURE 18b - - .- 2.)EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALLLBE PERMITTED WHEN 5%IS ADDED TO THE Connections at won end of header or all r- PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALSES 10 AND 11. .Uplift: proprietary connectors) ........(Table 9). ..... ......... . 180 lb. �F -� - - i 3.)THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2'IN.NOMINAL THICKNESS Lateral(proprietary connectors) ......... (Table 9) ..... .. .... 3g8 lb. N - �___________ PRESHURE TREATED#2-GRADE. _ Well Sheathing F-----------------------'__ --- ,-'� 4J"A"FROM TABLE 10 SHEATHING AND NAIL 9PACIN AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE Minimum Buildmg Dimension,(W)WIDTH PERCENT FULL-HEIGHT f REQUIREMENTS. - Sheathing Type.......................................................(Table 10)................................... 1/2"PLYWOOD L Edge Nall ...................................................(Table 10)........................................_in. __________________________________________________________________________�.- N . Pa . . Field Nail Spacing........:..........................................(Table 10).........................................._In. H- WALLOPENINGS-$TUD$ANDHEADERS Shear Connection(no.ofl6d Common nails).........(Table 10)_..............................................._ — sEEPACE1aDF14 2 GENERAL NAILING;SCH EDULE Had Down capacity................................................(Table 10)............................................ D. SCALE:Kt"- V-0" Percent Full-Height Sheathing................................(Table 10)............................................. - JOINT DESCRIPTION NUMBERA COMMON NUMSEROF.aOXNAILS NAIDNO a--NAILS Maximum Building Dimension,L M � '. Sheathing Type................_...............................__(Table 11)_................................. 112 PLYWOOD Q ❑ Ill IM BOARD TO RAMP(ENDWlILEO) a1m 3�+9E EACH END Edge Nall Spacing ... .. .(Table 11) .. .. _In. , Field Nell Spadng ... .(Table 11) In. WALL OPENINGS-HEADERS IN LOADBEARING WALLS shear Connection(no.of 16d common nails) (Table 11) ............................. in Hold Dom Capacity................................................(Table 11) ... ........................._Ib. SEE PAGE to OF 14 .� REQUIREMENTS AT EACH END OF HEADER ruo ro spuD EDWELEDI a+eE v-+m aa•o.c. Percent Full-Height Sheathing ..(Table 11) . HEADER SPAN MINIMUM DE HEADER NUMBER OF FULL- + '°. LONOE Es Well Cladding (FT.) HEIGHTSUDS LB. LB. TOENaLED)' vas x-ICE EACH END Rated for Wnd Speed?....:..................................................................... ........ .. .. 2' 2-2x4 1 277 132 m Y D ease aneE iim eACHew°ar 5.1 ROOFS " H-00 3+01 PERJaar ❑ W 3' 2-2x4 2 416 198 i1eE a-1m PER JmaT Roof framing member spans checked?...............................(IRC or WFCM)..............................................L W \ Roof Overhang.....................................................................(Figure 19)....................... 71?'ft.s 2'or U3 - Truss,I-Joist,or Rafter Connections at Loadbearing Walls Q 2 W n 4' 2-2X4 2 554 284 as oft TRD9aEs aPALEDUPr01CO.c. m +ad 6'EWEIe-RELD Proprietary Connectore W a _J • Re OR iRU9aE95PPCEDOVER I6'O.C. 04 4'EOOEl4•FlELD Uplift......................................................................(Table 12)............................................Uv 1�._Ib cd W 5' 2-2x4 3 893 330 ABIEENOWALLRAKEORRAKETRU6eW eO +D4 9'EOOEIe'FlELDr W Q WSLEOVERIPN9 Lateral.....................................................................(Table 12)..............................................L=1ze b. ABLEEM ALLRAxEORRAKETRIIeeW Btl ..10E 6'ME I6-RELD Shear................................................................(TBMB I2I..............•................•••..........$v - 8' 2-2x8 3 831 396 .+ raucruRwLouno°Io:Rs - •' ❑ n. LL ABLE"I4ZALLRA4E01 RAKE TRUSS xI eE 1m a•EDOE)PPIELD Ridge Strap ConnectIons-Tenslon....................................(Table13)........................................T= 7 plf e T 2-2x8 3 970 462 Gable Rafter Oudooker..................... (Figure 20............................ - ................................... I QR.s2'or L2 Outlooker Connections at Non-Loadbearing Walla 8' 2-2x12 3 1,108 528 Proprietary Connectors - 9' 2-2X10 3 1,247 594 - ea s^EDOE)e^FlEID uplift ..... ... .... ....(Table 14) .;.. ..U=9]jJb. - '^ foe a EooEr+z FIELD Lateral .... .. (Table 14). 1.1111= 148 Ib P6 ` V' 10, 2-202 4 1,385 660 eEooE++v Roof Sheathing Type .. (IRC or WFCM). P 3LVWOOD W Roof Sheathing Thickness ...... ........................................... lT In.z wsP C� 11' 2-2x 10 4 1,524 728 'oRLEse m 'HELD Roof Sheathing Fastening.. .. .. .(Table 2) .. ..... ........ O a-