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HomeMy WebLinkAboutBLD-93-779 (31 Plymouth Road)m }t F° CUTH F9 RE -rPARTPR!7 7 uREAli 0F I M �11 i 11 N Z I I � Z � A F Z ' Z E, I r V rte, I. r�1 > Fri . I - sill l I I 1 i I I I i t I, 1 i I I � I C-ZEa►R �1..��/A i I i t - -- --- - _ . - - ------ » rr .. i. Ili►-� �'I X7Z�+ I , ------------ - INhc'rD:rl. — GEAR �j�lirJft,��c, IG�*p. - L - it I I 1 I • 1 I I 1 , I I II �- L 1 L �! IC I I • ( I t I I I ''!� T �✓ID�I�C-�/!� i i CSN 9CH Cb, 7/ APPROVED YARMOUTH COMMITTEE \ 'AI 4KHRD 3100, / .y UMT TYPE B - v M �11 11 N i I I I i t I, 1 i I I � I C-ZEa►R �1..��/A i I i t - -- --- - _ . - - ------ » rr .. i. Ili►-� �'I X7Z�+ I , ------------ - INhc'rD:rl. — GEAR �j�lirJft,��c, IG�*p. - L - it I I 1 I • 1 I I 1 , I I II �- L 1 L �! IC I I • ( I t I I I ''!� T �✓ID�I�C-�/!� i i CSN 9CH Cb, 7/ APPROVED YARMOUTH COMMITTEE \ 'AI 4KHRD 3100, / .y UMT TYPE B - v v Z I � Z � Z Z Z V rte, I. r�1 > Fri sill l I I 1 I v r r r� I r �--, E=l i i -nnxl I 2s) .,VLY 1893 PR�Wt'i by pwo. NO. 0 6 A • 7X V4, i/ Z7 011 o - x flr_ (D 1 2e i ---------- 4- 7" J 4�00'1 F o . r' 7M ­VZ 1 a v1;.;i,r� rL-1=�. I— I ) — - , %r_j?'�'•t''j�./'J_bi�4- Its, v'�v �%. �"��' -•--i � I � p� 4 ' I I _J ntk y IF -1- J_ -r V�rV do r T4'r N �Z r Ip _J r_ r—%=2 �-A (44 4 9 ----------- J. IS), APPROVED NOT TO BE OCC YARTN'OUTH FIRE DEPT. SE NUMBER HOU • I NTIL NSTALLtu 4 tv LT. INSPECTOR px4, A?> • 11TOBEoCCUPIEDUNTILS-VIC I�Ae v -rm _EN TESTED. _-A OETE-CTORS HAVE BE SMOKE DETECTORS Area -Bottom of Stairs Bottom of Cellar Stairs OnSecond Floor V� -Extra Over 1200 sq. ft. OW SCHEDULE WIND G 1. All exterior pro, shall be 2x6 wood studs 0 24" o.c. and shall align directly with floor Window T= joists below and roof trusses above. CA) Type: Double -hung Size: 2"6"W x 4'-6"D (min. clew- opening 20'x24") 2. All interior pai�tiofrs shall be 4" metal studs a 24" o.c. unless noted on the drawings. Finish Header Size Above: '2 2x6 (see d%% -g. 16fA-3) shall be 1/2" bluebmrd with thin coat plaster. Ceilings shall have a sand finish. CB) Type: 2 double-hurig -down stair (22 x48 In fill accommodate a future pull shaft be rough framed to -6-D Attic access Size: 5'-O"W x 4' th blocking to a sizit of 22*x30". See floor plans for locations. Header Size: 3 2x.6,0,!h 1/2" CDX plywood 4.,, All bathrooms shall have ext-aust fans to exterior. Type: Double -hung 'D with combination screen/storm doors. Sizes Size: 2'-O"W x 3-4 shall be Brosco insuWed steel wi 5. All exterior doDrs Header Size: 2 2x6 (Te dwg. 161A-3) indicated on phns. Denotes window type; see floor plans. so Window Notes: e n • 6. All interior d&s shall b 6-P el, M -primed ma nite. I be Garvey classic Ninyl windows with insulating glass, applied grilles and, bar, robe 1. Al windows shall rvey cl, .11 receive cabinet with light end mirror, towel b, 7. a 22x 16' medicine cab Each bathroorr. sh", book, toilet paler holder and shower curtain rod. screens (or equal). emergency egress.- 2. All type "A" windows shall have a minirnum clear opening of 20"x24" for 3. See details 16, 17 and 18 on da g. A-3 for details. Window matchhead height ndow head height shall -11"). Verify with door manufacturer. of Brosco exterior steel doors (6' 4 -Ti —1h T_ TITLE ,V:p I q93, J All;) r -:7 A-1 UNIT 7 .REVERSED -Ili 171 r r F 4- < -Ti —1h TITLE ,V:p I q93, J All;) r -:7 A-1 UNIT 7 .REVERSED -Ili 171 r r —1h TITLE ,V:p I q93, J All;) PWO. ri 0. A-1 UNIT TYPE '13' .REVERSED , xrns• ; • RAOF TRUSS to the following loads. O 1. Trusses shall be designedc &M 2 T chord live load. , 30 PSF { C� • 3 Top chard dead load. 10 PSF , Gott. chord Live bad.. 0 - .... - chord dead load: 10 PSE . - ff. 1 TOTAL LOAD: SO PSF t 1� ,: ♦ s ifications for _f _ 2. Trusses shall be designed in accordance with the designpec \ ; p,T trusses TPI.85 and the American Institute of r _ metsl plate connected wood /\ i Timber Construction. t 1,, outs ms be varied from that shown to suit mfg, standards, y 9. truss m�chorj,. Il be 2x4. I c' V S + 1 > - r� Ft , 1N v - 4( CT C �»�- � � ,, � 4. __ ; _The general contractor shall provide and install all erection and permanent _ _ � ..-. tea, -. _ _ > _. — • , . e' z �/ X10 al _ _._ g specified b the truss mf . in aldition to that shown on bracing members as spec y g _ , N� 1� �,� I / _ r 4 40 s the drawings. - h � l � b <C-1 S. Truss designs and details shall be submitted to and shaft be approved by the y_ 1 � Architect before fabrication begins. Truss designs shall bar the seal of a I 1 professional structural engineer registered by the Commonwealth of Massa I i 1 h�IG JAS -.„ . _ ch usetW -.- r - .<,.t .� � 11 trusses shall be anchored to wall late with 18 GA a'vamzed wall clt s � • ,�• i . �,1! � "' / type H-1, by Simpson Co.. inc. See drawing 16/A-3. t4 ln4. =� C A.3 � scams; Vz's r, yr- w , :`�•?� -} + . ,� ; any . ;� �•i• t",�,1?� - ;'' �,� - , a, A 3 1 ' arty kJ�ctJ � 1A&vn�m, ;i Cp s* O _ W • - .. _ Y far- �.�i ... � � i� +.•,,, J' i r I � � - _ - , - r . fir~ � •r , - . ; �Q Y$`r'+S, .1'S',1,� __ �• - l ,, _ !�Y" •tea , •' a e - f'i1' k Ytli, • tai _.. - _ �, W1 1, v ur�'G" r ` - I►.rro �r+ t rt'� - - - - - - - a�tvr00P0vP ueo - -• - �. E` �r F{.•.Gt� !�.l•> — �� J I Nbtn.DTli Ca�nY W/ ( X12- RIND M�AdT1A•�• p ',.. :. '..'r"•�!,�,,�.r' '� F+ �S '�4 }r[. �. � Kyr'- - �+ �} _ - iP! �L''J -'�I! 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