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Home My WebLink AboutBLD-93-784 (18 Plymouth Road)��-mc rl� F—fa-E l�.,� op 60 Cbio 10114(lq,3 4,.. _,., ,.. _,,.„ ._� ._.e , k.. I �i .[ � - `* a. ,..� �.,.�._...,�. ._r..,.. ---------- • 13 W= 4-41)4PPALto j I 41ALL- 04 I�o"yl v e'►+ dAVW1 mac, 4- F—; r i, CZ N &N 60. 0'-X e, k V4 (I TPQ?46� d, 94� 9 all 4,71 cq BUSM Fa -4<5r I L -Ap I I I L APPROVED_ U0 15111 ' YARMOUTH FIRE DEPT.. P. V. G LT. INSPECTOR C LZ:1v SMOKE DETECTORS Sleeping Area Bottom of Stairs Bottom of Cellar Stairs GENERAL -NOTES: 1. All exterior partitions shall be 2x6 wood studs @ 24" o.c. and shall align direc',ly with floor joists below and roof trusses above. .2. All interior partitions shall be 4' metal studs @*24" o.c. unless noted on the dr,,,kings. Finish shall be 1/2" blueboard with thin coat plaster. Ceilings shall have a sand finish. 3. Attic access shall be rough• franned to accommodate a future pull-down stair (22"x49"). In fill with blocking to a size of 22'00% See floor plans for locations. 4. , All bathrooms shall have exhaust fans to exterior. 5. All exterior doors shall be Brosco insulated steel with combination screen/storm doors. Sizes indicated on plans. 6. All interior doors shall 'be 6 -panel, pre -primed masonite. 7. Each bathroom shall receive a 22"x16" medicine cabinet, %%i:h light and mirror, towel bar, robe hook, toilet paper holder and shower curtain rod. sl L L Z F- T_ < om no VO wn� r -TA r r -X 141�v TITLE F 47—A,4 0/S,.7 I Ot4 FL � PLAN A-1 UNIT TYPE 'A' On Second Floor KT_ Extra Over 1200 sq. ft. - NOT TO BE OCCUPIED UNTIL HOUSE NUMBER INSTALLED WINDOW SCHEDULE t%ui to BE OCCUPIED UNTIL 81,ACKE Window w7F-cTORS HAVE BEEN TEST17:0. AO Type: Double -hung Size:, 2'-6"W x 4'-6"D (min. cleat opening 20".x24") C5 Header Size Above: 2 2x6 (see dwg. _161A-3) OType: 2 double -hung' ..Size: 5'-O*W x 4'-6-D Header Size: 3 2x6 with 1/2' CDX plywood OType: Double -hung Size: 2'-O"W x 3'-4"D Header Size: 2 2x6 (see dwg. 16/A-3) Window Notes: Denotes window type; see floor plans. 1. All windows shall be Harvey classic vinyl windows with insulating gl2ss, appl*,-.--, g"les and screens (or equal). -2. All type "A" windows shall have a minimum clear opening of 20"x24* for emr-9 en:y egress. 3. See details 16, 17 aud 18 on 6vv. A-3 for d-lails. Window head heign, shall rn.al,-h head height of Brosco exterior steel doors (6'-1.1"). Verify with door manufacturer. GENERAL -NOTES: 1. All exterior partitions shall be 2x6 wood studs @ 24" o.c. and shall align direc',ly with floor joists below and roof trusses above. .2. All interior partitions shall be 4' metal studs @*24" o.c. unless noted on the dr,,,kings. Finish shall be 1/2" blueboard with thin coat plaster. Ceilings shall have a sand finish. 3. Attic access shall be rough• franned to accommodate a future pull-down stair (22"x49"). In fill with blocking to a size of 22'00% See floor plans for locations. 4. , All bathrooms shall have exhaust fans to exterior. 5. All exterior doors shall be Brosco insulated steel with combination screen/storm doors. Sizes indicated on plans. 6. All interior doors shall 'be 6 -panel, pre -primed masonite. 7. Each bathroom shall receive a 22"x16" medicine cabinet, %%i:h light and mirror, towel bar, robe hook, toilet paper holder and shower curtain rod. sl L L Z F- T_ < om no VO wn� r -TA r r -X 141�v TITLE F 47—A,4 0/S,.7 I Ot4 FL � PLAN A-1 UNIT TYPE 'A' ROOF TRUSS NOTES: t 5+► RGI; F Ff, t.T 4 � I do 044 1. Trusses shall be designed to carry the following loads: --- 11, - `///1•�' I Z " j Top chord live load: 30 PSF I i '3 �x Ivcze�c-� R I Top chord dead load: 10 PSF ✓ ` `. Ci I v"O 4 I �1� I t • ! 13ott. chord live load: 0 i v , i $ott. chord dead load: 10 PSF----- f— ' PG►�l"=Pi tat.t�l DFilp I Z Z 50 PSF TOTAL LOAD: Z. Trusses shall be deli red in accordance with the desi n s ecifications for \ /- — g g P I -1 Axa P.T vp ' metal plate connected wood trusses TPI,85 and the American Institute of — p/t.T hNINUt�,h Timber Construction.— cN16+t;x"+-'f-1XaFOk:QA 04 415 C.014 t LW40 3. Web member layouts may be varied from that shown to suit mfg. standards, ,� i I ! ( I i - A„ W M !.►t>Z'il R Z truss top chord shall be 2x4. f1/� ( -QIL V 4. The general contractor shall provide and install all erection and permanent r�� TV.ta i -- I. .% `' ' I _ ..__:_._.....bracing members as specified by the truss mfg. in addition to that shown on ._ _ �r.,., ,,,,, .� ,, � , .. ' r ,,�, ,; .,' 2�tD GG11i'.i21M — (11hb14' l � .;�2', .. -� � .,,, n�/V, -4.1: ,.,. ,. �..r , .y r q'. �i �.'• 11. 'a .1 : the drawings. n i JG�ST 5. Truss designs and details shall be submitted to and shall be approved by the I t t Architect before fabrication begins. Truss designs shall bear the seal of a I 1 I a professional structural engineer registered by the Commonwealth of Massa- ' , 1 /L1t ID JA✓Jr'� �< . ego 1,------ - - -- � chusetts. ay IV 3 —"'z ,PP'4P \moi 11 6. All trusses shall be anchored to wall plate with 18 GA galvanized wall clips, (I EV�V�7CN e PICKS -T F"�� t 4TTtG WhU�►Ttahl Ga C.- '0' -Ar -;0113 '� type H-1, by Simpson Co., Inc. See drawing 16/A-3. i " II Qa� +VAS'A L - F, �,G�a-► : t.%N IT EIRP-iEP• I z;/q�'(•�C. P�'r�G�O ``% A 7. �jC.lst-E'. 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' l v iYPIGN, 6F1l.Q/ s G NtW 8Ei•OV/ L c v/ate . DccY.. o. - UNIT TYPE 'A', a. oo' m \ 7 Z ►' L.oT I h 0 -------------- LL3j12 ' a cw, "19X41 r � :_• 741 �8 h. A.Y cc '77 x. _ F=7 2EF : . hVg-Dr I IotJ PLAN For -2--r Wtj OF `KAziAoLYT" h �TiJG.!-! ti= T" F'� N �h �y I��D � l--�G-� P�.1►�l�.l "�"___ OF JAMES �yG fs o H. N L l 7 Ltt cs- -. z BOWMAN TANt 44.