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BLD-93-839 (33 Plymouth Road)
4 DIEPARV7777 BUREAU OF WF- P. -EEM, 7771 /L i I I, I I I I I I i r I nl- Y - - fhT FLGzaR - - - - - _ 1'(4' FRIEZE ISD IL Ll IL LI j T IN'��1.�7'ED �fE6li I ► I � CPanrr� i I I I i I I � I _ , j I I I ILI, I -- - j , --- — -- ------ ------ - ---- - i t f I I I � i I 2 ��OiJ � �1�E-/ATI CEJ • c T-1 b i � I i LEFT i I I I I I I i i I I � � \/AT ION -tc i p #� '93 AUG, 2 P2 :07 r Uirr ii 4 '-t-' 1UWN C! 'r C., ,Gj _ �x0 b•IA-o — CCV4a SwNc.L_r_S 5" E,cpos�.E ,, I,c4 ort Ix(o 4d-TE�TC L2?� I�L��I�TiUJ 1x5 I �C4 cc�nrER i i 'ApPRaVED YARMOUTH CQMMITTEE GKHRD UNIT TYPE C z � I I i I . � i , I i I I I I I i I I I I I I i i I I � � \/AT ION -tc i p #� '93 AUG, 2 P2 :07 r Uirr ii 4 '-t-' 1UWN C! 'r C., ,Gj _ �x0 b•IA-o — CCV4a SwNc.L_r_S 5" E,cpos�.E ,, I,c4 ort Ix(o 4d-TE�TC L2?� I�L��I�TiUJ 1x5 I �C4 cc�nrER i i 'ApPRaVED YARMOUTH CQMMITTEE GKHRD UNIT TYPE C z v z � — L Q L i I ' rT1 r�1 F, Eml r Ag 1 r�1 .► A r A H-1 L 1 5T/NIP. -nTL , el,.�a�1oN� �y JULY _199 p(�Awl`i bY: NC�TE,D _ pwQ ri07 -�3 , vial nGrx+�v =117- y 14 lypc- Jfuuvl-�-Ilullb :- I �-C> I W I I -I -6"D (min. clear opening 20"x24") C Size:* 2'-6"W x 4' Header Size Above: 2 2x6 (see dwg. 16/A-3) B OType: 2 double -hung p I A. -I lo,, 4,:� I I d. I 13,• X �,, �, Size: 51-01W x 4'-6"D 1); '5 H CDX plywood Header Size: 3 2x6 with 1/2 V// �4-4' Tcr Vct2:2' I F_ > F"I Type: Double -hung r_1 F 0/ 4,6d trrF_- PL&4 -O"W x 3'-4"D L 1� 6* Size: 2' i1 Header Size: 2 2x6 (see dwg. 16/A-3) A..)( PC O I `� _m _ — `---� x � - I � 1 i P� Denotes window type; see floor plans. 12 Window Notes: Deno ss, applied grilles and °QiI L classic vinyl windows with insulating gla El 1. All windows shall be Harvey screens (or equal). N kml 16 "k 4, opening of 20"x24' for emergency egress.Ilr• 2. All type "A"' windows shall have a minimum clear 0 C'. 70 indow head height shall match head height Or d 18 on dwg. A-3 for details. W 3. See details 16, 17 an of Brosco, exterior steel dcors (6'-11"). verify with door manufacturer. F it tv o V 01, V__ 2Ae T T -/'a4 01 Ff-, �11 01 LLIL A i i P�ED�-c i 114\4 N CT Aink 8� �NOT'�P.%� O ; _ iyx�o �,r-� ,Q�. - i r _ i = 47E �Al Poll. 0 , I � Y- rL(' Tr - 7Z all c5N Cv/4, A 153 P=4 t"T 4'. S"e' F IMP L N E" —4 L4J % r A_ MAY. I'.0, ff--A 14;42QRt';k. -%:i IC= ECTORS GENERAL NOTES• 1�'* 10 P, r,4% P19 MOKE DET f Sleeping Area 1. All exterior partitions shall be 2x6 wood studs 24" o.c. and shall align directly with floor F Bottom of stairs joists below and roof trusses above. lar Stairs Z rn 01 Cel Bodo 2. All interior partitions shall be 4" metal studs Q 24" o.c. unless noted on the drawings. Finish fy--At-A re SL^Y Second Floor ft shall be 12 blueucwd with thin coat plaster. Ceilings shall have a sand finish. VIA V__� ova 1200 sq. F� 7 3. Attic access shall be rough framed to accommodate a future pull-down stair (22"x48"). In fill NOT TO BE OCCUPIED with blocking to a size of 22"00". See floor plans for locations. L UNTIL HOUSE NUMBER 4. All bathrooms shall have exhaust fans to exterior. � � �- - j I � `— a�E.�l�l� �: S"xis x�iti'� � - I I INSTALLED 5. All exterior doors shall be Brosco insulated steel with combination screen/storm doors. Sizes 'I U 6ti OCCUPIED UN 11L t Mift indicated on plans. 4.1, 6d 1 D!��TECTORS HAVE BEEN Tr:, -,'TE,) - 6. All interior doors shall be 6 -panel, pre -primed masonite. BA�F_m EN T' 7. Each bathroom shall receive a 22"x16" medicine cabinet with light and mirror, towel bar, robe '00Aa Cr4 eo Mw hook, toilet paper holder and shower curtain rod. 4- — — — — — — — � FOUL 1�ATI ©N P� i ,,/ ,r 12 ITL -fl ;)L_4tl PAM. IS C )5.(:>rWe[EJ7Z Jqq3 Pf?,^V,/N Dy. JAD PWO. NO. A-1 UNIT TYPE 'C' 0 41' IT BOOP TRUS • Hc�s _ l e�► Ae�r POW win loads: Trtuses shall be designed to carry the following b D - 'W/�.1' d•I Pb ! Top bhord live load: 30 PSF IZ Ac�Ct v G• Vy 1 � � IOA4lrfGl� :Top chord dead load: lO PSF •3 G91Y"OG ' Bott. chord live load: 0 # ----chord dead d_ 10 PSF r ` !'1'W/ CA•!T Fff. A1.111i (_ TOTAL LOAD:. SO PSF -_ f _ I %tom . 1 - - Pt-YurtolPo eftu 2. Trusses shall be designed in accordance with the design specifications for metal plate connected wood trusses TPL85 and the American Institute of - - _ "4 PT vKaOG � MAM . ft�1' Timber Construction. _ w d efx P. 3. . _Web member. layouts may varied from that shown to, suit mfg.. standards; ►k �ik 7. i \` i sA 1 t 1 ' truss top chord,shall be 2x4. �'�' � � _ r OR 44. The jeneral contractor shall provide and install all erection and permanent t--- i �� r braciria members as tpociCed by the truss mfg, in addition to that shown on - - -� the d wings. i, r t 114 VI t o e 1 1 I ?-- ��;xt ' N r Ian S. Truss designs and details shall be submitted to and shall be approved b the \ I , f 1 bear the seal o a n shat be -. ss�des -designs _ . Tru tion begins. • r •n ;. � � Architect before fabrics g g - engineer registered b the Commonwealth of Massa- ro I - ----- _ _structural en Y . _ ., -,-------fessional s g €'T�� ,..rn--'-- t=- ---- - - — Pg r I /YttID JAS �l 9•Xv YhaN. , - husetts. f 6. Ali trusses shall be anchored to wail plate with 18 GA galvanized wail clips, fi i I 6Lavv nCN type H -I, by Simpson Co., Inc. See drawing 16/A-3. - s tv Is TA L, 6 E.4 G E. �.n.,i'"�z.i"V� 'i +• ,.I il�it!II ..b . 4 �_' f j I y AtkAIRV tCov AT'f16, IrJrci�la. Ra FOU'r i r ,r � "! r M• , 1 r. 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