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HomeMy WebLinkAbout1495 FALMOUTH ROAD/RTE 28 - PLANS (3) , i t � a i i i i _ P � i _.. `W�4 rA ( I�L< / -- - �,�� 2- GXY<.� �'�cz NJL ' � r� �,... �.. �.� Carp- .-,U � .'-f•.: .' G��m r: - �i :. _-.. �_--' _ � '` •� ,� � - ; '� �/•-as�:�a/ r/¢��� _.� � E`• /.s�7 s �'l ,� t �'�f ^' � . _t-_ 1_.__,._ -,-___ _��.; j - �: ' \; ' — ---- "'�``W;: t v � � � .� I T t - R }— ;-- g l— 1 i 4 � _, .�.._ �� i- �, T'`�� � � 3�ClQ FF,'•�4�!-{K/;-aCJ /�f;�_ f ���' l��.r• I�.. ,� '' s.J � , � a� i � ? S �i`��'y,+•- f � `X� �•�-� ,�,:f1�r� �� � 1. r. / /!. Y.'�'• ( - O �/ . .� k.,' \ `il "•'`. `Y�^•* f� 'YI' "/ k:.:!✓_r� _ 4�(jI 4/4'`ir/. i Y r7 It �i ; # "_'...-^-.^—�,..... as f. 2, ' " -- t- � � I •r �I( { I� �b �41 '�� /ear-,.l. •� # / _ ' ,. / i <� �•V i,r ell;' /'J ram•. Qi' !l� c.,. 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Concrete Footings Under all Columns: 3'-0"w X 12"d x 3'-0"1(unless otherwise noted). 2. Prior to placing concrete,dampen and mechanically compact soil at bottom of j footings to smooth and even grade. l 3. All reinforcing shall be placed and secured in strict accordance with the A. C. I Code, latest edition thereof. 4. Place no concrete when surrounding air is below 40, F, except when 36" and rising. All freshly poured concrete RLGER 0 GU NN_ BASEMENT D FOUNORT I ON PLRN shall be properly protected from freezing by methods as approved by the Architect. RRCHITECTS. 5. Forms are to be left in place for the following minimum day periods ALTERATIONS & ADDITIONS to the T�.UF v r -�° _ �IQw S. J . PENaER GRST TRUST BUILDING Walls 5 l 2 3 As directed Slabs 10 5 1l2 6 7 As directed ` wi -: �' 1495 FALMOUTH RD 6. Built-Up Wood Beams and Girls shall be spiked together at 12 inches o.c. along top and bottom and on each °' 4 , m CENTERVILLE MASS side. 7. Lumber for sills and all members touching concrete or masonry shall be preservative treated. a 1 } - � � r• Scale: 1/8" Silvia & Silvia Date: JANUARY 17, 1990 S Y M B O L L E G E N D Associates, Inc. Dwn By: SFAJ BF Bottom of Footing FF Finish Floor PAR Parailam TF Top of Footing CUSTOM BUILDERS • DESIGNERS BRGG Bridging FG Flush Girt PL Plate TPL Triple 619 Main Street THE CONTRACTOR SHALL Centerville, MA 02632 BT Box Truss GB Gypsum Board RO Rough Opening TSL Top of Stab 396 MAIN STREET - BOX 369 TELEPHONE NO. VERIFY ALL DIMENSIONS CFC Concr Filled Col Hd! Header 0 Round TST Top of Steel HYANNIS, MA 02601 (508) 775-2324 509-77-1+-1442 508-771 7626 Fax AND CONDITIONS ON SITE CT Collar Ties MB Masonry Blk SA Steel Saddle TW Top of Wall I DBL Double Mir Manufacturer SF Subtloor WWF Welded Wire Fabric 0,i3te peScri i�r DG Drop Girt Mt. Microlam SH Shelf w/ With N Project No. FC Fire Code OH Overhang Studs TCF Typical Concr Fig Z 022390 _ _ - p 03�0890 8 8 - 0 7 - -- - - - - - - - -, Existing Walls to be Removed Masonry H ! 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Concrete Footings Under all Columns: 3'-0"w X 12"d x 3-0"I(unless otherwise noted). 1 ; 2 Prior to placing concrete,dampen and mechanically compact sort at bottom of footings to smooth and even grade. P. _- F A.r?`, : 4.ra C_ r- �. 3 All reinforcing shall be placed and secured in strict accordance with the A. C. I. Code, latest edition thereof 4 Place no concrete when surrounding air is below 40, F, except when 36, and rising. All fresh) RIGER D GU NN shall be properly protected from freezing by methods as approved by the Architect. y Poured concrete GROUND F L 0 0 R PLR N 5, Forms are to be left in place for the following minimum day periods: RRCN I TECTS ALTERATIONS & ADDITIONS to the Walls 5 1- 1/2 2 3 As directed S. J . PENDERGRST TRUST BUILDING Slabs 10 5 6 7 As directed : ' c '' y� 1495 FALMOUTH RD 6, Built-Up Wood Beams and Girts shall be spiked together at 12 inches o.c. along top and bottom and on each side. CENTERVILLE MASS 7. Lumber for sills and all members touching concrete or masonry shall be preservative treated. �. DpSilvia . . Scale: 118" - V-0'" Silvia & Sllv la Date. JANUARY 17, 1990 S Y M B O L L E G E N D Nssociales. Inc. Dwn By: SFAJ BF Bot<om of Footing FF Finish Floor PAR Parallam TF Top of Footing CUSTOM BUILDERS • DESIGNERS BRGG Bridging FG Flush Girt PL Plate TPL Triple 619 Main Street THE CONTRACTOR SHALL BT Box Truss GB Gypsum Beard RO Rough Opening TSL Top of Slab 396 MAIN STREET - BOX 369 TELEPHONE NO. Centerville, MA 02632 VERIFY ALL DIMENSIONS CFC Concr Filled Col Hdr Header 0 Round TST Top of Steel 508 775-1442 508 771-7626 Fax CT Collar Ties MB Masonry Blk SA Steel Saddle TW Top of Wall HYANNIS, MA 02601 (508) 775-2324 AND CONDITIONS ON SITE DBL Double Mtr Manufacturer SF Subfloor WWF Welded Wire Fabric pate P��s�r!Rln DG Drop Girt ML Microlam SH Shelf w/ With to y Project No FC Fire Code OH Overhang Studs TCF Typical Concr Fig z 022390 5, R rL�'=� ' , fy'w�,K Sr'A,",Q .w . .`,'7R,4; ',-c Rtt;'S,' =.J= , ^ = �'. ^" 88 - 07 p 030890 1 TT ' _ _ _ _ _ _ _ _ _ _ _. Existing Walls to be Removed New Masonry Block - N ,42390 Rev, r' rg St. Enir.. Removed Tenent A partitions,Changleti Lob, v. o. Dwg No. E.xisrng Walls to Remain New P,nck Masonry > W �� 2 New Wood Stud Waits - � � New Concrete � of -------—-- , f ..---+—n_.v.__.._._...�..._.r—.�____..r.-�.,-.._. ._..v_....._,.••+_..._..+.._-_v.�- .. 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S��rc/d �'o✓rr�- � ��6� R.�OG� � 7 �, ( i / l ; ¢� 1-4 r. � hGa&rj1 4+ t - 11 F TOD - y F ,,\; � � �w lz' ��f •�x 8 -/ _max ,�-�x 2• 'cam dm a .•tv _ - r + 6-0 /D% `� N ! o - _ f - 3 -X - 1-AR 6X8 GXG 6n 6 , mil% - rr i { . lV FVy' H'xC i _ 7 ' C, V4 A Section on Sheet A-6 GENERAL NOTES i 1. Concrete Footings Under all Columns: 3'-0'w X 12"d x 3'-0"I(unless otherwise noted). 2. Prior to placing concrete,dampen and mechanically compact soil at bottom of footings to smooth and even grade. SECOND F L 0 0 R PLR N 3. All reinforcing shall be placed and secured in strict accordance with the A. C. i Code, latest edition thereof RLGER 0 GU NN 4, Place no concrete when surrounding air is below 401, F, except when 36,and rising. All freshly poured concrete RR CHI TECTS ALTERATIONS & ADDITIONS to the shall be properly protected from freezing by methods as approved by the Architect. 5. Forms are to be left in place for the following minimum day periods: S. J . P E N D E R G A ST TRUST BUILDING Temp(F1 Over ° 7 °- 5- 70' SQ°�60, ����4° Walls 5 1- 112 2 3 As directed 1495 FALMOUTH RD 1 Slabs 10 5 6 7 As directed CENTERVILLE MASS l 6. Built-Up Wood Beams and Girls shall be spiked together at 12 inches o.c. along top and bottom and on each side. Scale: 1/8" t' 0" 7. Lumber for sills and all members touching concrete or masonry shall be preservative treated. • • Silvia & Silvia Date: JANUARY 17, 1990 O S Y M B O L L E G E N D +sscxaates, tnc. wn By: SFAJ BF Bottom of Footing FF Finish Floor PAR Parallam TF Top of Footing CUSTOM BUILDERS • DESIGNERS BRGG Bridging FG Flush Girt PL Plate 1`F'l. Triple 619 Main Street THE CONTRACTOR SHALL BT Box Truss GB Gypsum Board RO Rough Opening TSL Top of Slab 396 MAIN STREET" BOX 369 TELEPHONE NO. Centerville, MA 02632 VERIFY ALL DIMENSIONS CFC Concr Filled Col Hdr Header 0 Round TST Top of Steel HYANNIS, MA 02601 (508) 775-2324 508.775 1442 508 771 7626 Fax AND CONDITIONS ON SITE CT Collar Ties MB Masonry Blk SA Steel Saddle TW Top of Wall DBL Double Mfr Manufacturer SF Subfloor WWF Welded Wire Fabric Q4t� QA;;ca iori Project No DG Drop Girt ML Microlam SH Shelf w1 With (Al FC Fire Code OH Overhang Studs TCF Typical Concr Fig Z 022390 8 8 _ U 7 O `: 3 i Rem Tef1a M par Mons,nrrle;r Stai hall wiirrdow, addod skylig Its and doer in JaC$S O`' _____ - - Existing Walls to be ReMoved New Masonry Block N _ Dwg No: Existing Walls to Remain New Brick Masonry > A w , 3 — ;� � New Wood Stud Walls New Concrete M nt : - , J 3 r• w`w- ��e1 t M•,r••_-rw r,Rrfn MawMw[•w ra., •,M _ � y • P d r { r .+r,-rr a r•Mr .•r,•rr'.-r.-rrn-n•r.-n-r ,•r••r-n .-C•:'r. r:a•r.•rrr r r:,,.,•, n 4n r rr r-•'h* "Y•� t .� �.6. •C. �'� � rrrr { =t.• rr+ •r.• N'- 4 -"E.'�. �.kC�.�):L 1rL14•�.-'t,'�,4- .�ti.'`:.\.`4. �y._^.�::�:.: r. �r n}� r. rYR ..�r'4�.lai rw ,/,-. _ _ � " =! • {�Zt \!li'�r.1rG'• :��YL ti tc+1:7`i L�l. -7L�L• •`;•r: r:rrr•c.• ,-r-r. +ry+t.•r.+r�a:ht:. `n,n r l/ rv�fR-'r .=' •rr• r. r.� r,• rrr r r. :- r"• `-.1r� r ,�t�:1:•. 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Concrete Ft,J: - C F T� (,1 16 1>c t , 3'-0"x 12'x 3'-(3'vt9 ` A6 l 4 t11 L11f y Existing BasF nxrn', I #4 0 Rods 6'roc ew Bott 2 i'.6,•` I1 FG1"fit3x16 { ) I i FF•El- at`.1' CFC 4"( XMJV rllt rLi DG N 18x i 6 - FTC i U Ba;1: PL rx,Gatrrt tt- Fttri i Hid Sc i/4�;,Yy a:t tit Sh/;trl A"� L Ri i TFC. 1'0 XM V?Ab>'LFFTBC�? {6cac2x10(� t x. ryfir,� rL rYl .(X1Crf'tE'Fnd datl. Sergi Detail Sheet A•Li BRDG a:jxn fah 2 2x2'cox , ;s ...,... .' SECTION rC PAP x11': ::;: .. Slait Oncr,tn�� .• SECOND FLOOR FRf}MING PLAN PflCKAGE STORE CEILING GIRT flSSEMBIY _ 3 2x1?4 2 il?`t CDX r�L, -4 17:1Z'7 L�77=44 Scale: 1118' - i,-0" Scale: tld" t'0" Ufw KS Joist Hangers B 6x6 Coturrin all Jor%N PAR A 7 1- 1 Esc N t✓ t:# ; - �'�F"L_�e! M. F4��riJdSLmt (r9[IGIe�tF Fttt:)trttc�; P t R.:uttor A Concrete Slab SHAFT r ; CFC: 4'0 F1LV 20 PLF (Tool of Bottom bars (SW to NE) 15 0(L:5 4'oc A 1 t 1'x!'-a,r 1 k ,T - 6 x 1P2.x B Steel Caps 6'ow, Botl Top,Was(SW to NE) Fib 0 t fl 13•oc A 7 RO , (; �•:BFDG < 9 x 3/4 x 9 Bases D Terrttt Sacs(�JW b SE),/4 0( #4 0 Rods 16 1/2' oc A _ 1 FTG: 3 E1"x 12 x 3'0't.011txe't('vtd Ab l 4r4 t1 over A 6 1 8' 0-1/E =2tci2 f S 1Fy cx KANT-GAG PH-612 ' Block in Opy :_ti.. � - 2x 12 (rJ 12" oc FIG PAR(�N 12"- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � , , _ _ ___.._ ��� - - - - - - - - - - - - - - - - - -- - - - - -• --- } New Staff t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6x6Gtl(urtn. - OFxl o A M Coturivi tx4 Culumt X A Sect.ort "A i Fin Floor A �a ort $itenf A 6 - 112" Undedayrrrent f E! 50' 1 t r2" I Wr tCOX GF ? i 1 DG PAR 6x12 2x6 fasts (1 16 nc l } , , Elevation 50'-0" Fin Floor >; slit" t Ur►dt�rfaymc•rti (A s s u me ei} ; �- - t FG 3-?x6 v t 2-112"t COX Flat `��t COX SF -4 El: 50'-0" }. { 2x8(Gtt 5.5"to 7.0') _-- ::� Across Exishriq 6smnt Stars 16.E ALGER G' GUNN F R H M 1 N G P L A 'V S G' DETAIL S 1/2" Urxierlaymem :-a.' ::- :<_ :< sultfxtrfiny 6x6 Cdunrt tcx 1 f flRC ITEETS ALTEFAT1dNS & ADDITIONS to rho, ._. . :. tCOX SF ?rxi F1cxx Girt 1x4 TrttilSl'-Np« s- - - i 2x4 Joists -016 ,x : :: := oAr,� S. J . PENaEf GR' T TRUST BUILDING lt 254 Tild Sleepers '.I '' � `�c 1495 FALA10UTH RQ s r 1 CENTERVILLE MASS .. 2 1 r' x r 1 r 1 � - :n Fl:tor' .1:�: � .. � ,�•. t c: �. Silvia agate: 1;8' - 1'-0" s - - - t Ur,tir>rta mNrtt = 0©' 3': 1`. 7 1 Silt' is � Silvia Data: MARCH 12, 1990 tll' t CDX SF it In tstt /. ++ ss i lee lilt FAJ 610, Ex - , A, oc. � c ., _ Own � L E 0 y �: S Y IUi B 0 L - Sh�u Opening 2x6(Gil 4 to 5.5� _ F, ,t , F ootxtg , y' oaf ,,s CUSTOM BURUERS DESIGNERS F Fnit F10(X PA Paraliar TF Top t 2x 12(� W c�c @ 1fi'rx 1 - 1 E3F B(tnmi of Fooling F� Nt;sw 4•1!2'OCFC - - - - - - - - - - - - - - 1x4 Trki Slt'< plxs - -' ,` BR.;G Bridging FG Flush Gut PL Plate TPL Triple >" "'`` 619 Akin Street THE CONTRACTOR SHALL " - - - - - - 5<8' t Undt rtayntent f1ru to Bastynertt — , 6x6 Coltmt suppctrtnq �' BT Brno Truss GB Gypsum Board FtU Rough Opening TSL Top Of Stab 396 MAIN STF'EET BOX 369 TELEPHO(,JE NO. ('r-n(cr�Iilc, At11 07_G32 VERIFY ALL DIMENSIONS ' _.r t 2rxi Flcxx Gttt .i18'tCOX SF CFC Corxx Filled Got Heir Header 0 Round TST Top Of 5tF'e I 508 775 1 142 508-771.7626 Fax 2x6( IF)* CT (:ollar Ties MB Masatry Btk, SA Steet Saddle TW Top of Wall HYANPJIS. AAA 02Ei(11 (t,08) Ii5 2324 AND CONDITIONS ON SiTE DEL;,p0 Nevv " ix-4 Tr*J Sltx'pExs DBL Double Mtr Manufacturer SF Subttoor Wt,'bt Welded`:fire Fatxtc ote Stair Opening D(3 [)Top Gut ML M,cxotam SH Shelf �! With � �c4 Project No a....-� I F(: Fire Code OH Overhang SwdS TCF Typical Corxx Fig z 022390 $ " 0 7 ► �— FIRST FLOOR FRAMING PLAN i , B - - - - - p 033090 T'RC Armed, See;Uons added. First Ftuur Plan oornttfete�d Scale: 118" V-0" _ ` __, _ _ _ _. _ ' Existing�'Jaris to Rexrtoved � 1�" Ne,,v Masonry E3Ia-k _ 0423,90 Revised Package Store Entrance Framing and Cooler Floor Framing t 1 - u' Dwq No Existing Walls to H+1rilarn Nevi Brick Masonry 5 1 - - - - - ----- - -- - - -- - --- - - -- `�``_:` - '.'- Nw,\,1,1, 1 t,W VJatt3 New C:ax:rete rr 77 - - Of _L._ - TRUSSED RAF T EFS - TRA (0) 2'-0"cx, — 4 0 16"cx,2x - PL•EI 6t3` t-;3rf3" •' — — -' ——" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —' — — — — — — — — — — — — — ._,— — — -- — — — — — — ... .. _ — .— — — — — — _. ._ _ � — — — — — — + Fin Ceiling Line t r R-30 Blanket insulation 6M Poly 1 x3 Sirapprng (� 16' oc + 112"G6(Use 5J8't G6•FC in Stau) + + Ex-tetcx rJtil '.:�rns�fl��S-N_l� '. We Shirgif-i Exposure �!tP tt[ti.�St- 1!s1J1l�t1uL+; 2.4.1 T&G RvvA)(xi Guexi and Nailod TYVEK 2x4 Studs @ 16'oc � Butt Ends 112' 1 COX Sheathing _ Soijod Atte:n Blanket , 2xts Studs (� 16'oc -' - 148" t GB•FC Nr.ar Side + a 1/2' t GB F Side �--`Sty Wall Bt�yond Bridging (� 3rdpoints d Far � it R-13 Insulation '� } SM PolyLL kLt P-s��2tt19�_ ns_ r S>#k 1:�8' t GB-FC in Staw.vay I 2x4 St ids 0 16'oc F T B Cd) Z-0' ue FTA (n) 2-0" cxf i Sa►rxi Atten Blanket 618't GB•FC Far Side 1/2' t GB New Side 2x 12 Na der cc top of W 18x 76 t•°� F ' W 18 x 76 - t i2` fd Botts t 24" oc Staggered --- - ' =a - - - - - - - r5'-ci• RO lip .- lilt)tvl 1/2' CDx 1•r;tf t;>•1•i T SSG Plrr.,xri Ceiling Lint, FF -El:Fitt' 10-tft3' _ _ _ _ _ _ _ .- - - - - - - - S E C T 1 0 N -- -- ---P- - F, Fatxic Flashing � - Ridge Vent SECTION THRU PACKAGE STORE CEILING GiRT exrinsulEdCarit-� f 2xinFlcxxJc>ts� C t6• cx — --- . _ -- Y! f t '�'�'-"! Stan otrutgcxs 1, HD Selt-Sealing. Strip Shingles Seale: 3l4" = t'-iY � � r � � JL FLOG SS FTB t�� 24 cx, �►R TRUSS 15Lb Asph Sat Fell - - t-VW � 4.1 Ply TD�s - - - - - - - - - 518" 1 CDX Sheathing fJ ' At Jack Studs on lop of PAR 4xii It KANT-SAG HD-414 ------- PAR 4x14 -► 32x12,m2.1/2- CDX _ _ _ _ _ _ - _ - _ li - - - _ - _ - - _ — - - - _ - - - - - - _ _ _ - - ` _ _ _ _ - - - - - - - - -- J - - - - - - - - - - - - - - - - - - - - - - - \\ 2x6 Ratters ( 16• Ui', J�� Suspend Ceiling to ttus pant � Rn Ccxlr ; Lan• KANT-SAG PB-44 2x4 Ceiling Jurst%vf/ tx6 Harpers Suspend Stair Wait Studs �[3L11S�1.�anstructrcm; U. R-22 Sxnxf Allen Blanket trcxn PAR 4x14 v KST-2!) 2x4 Shxis (tr 16' oc ix3 Strat)pirig( it, or Strap ire-rs •- tvw per shad. c Saari Allen Slanket V bAr t GB•FC ihru Starr. Conwyor - - 4x4 Wd CcAuriSt►ri 5 r t GB•FC Far Side UPI 5 2 RS wall along sign I/2' t GB Near Side and Layiaot Rexxxuirx� Spaces - - -- 7-11/1> RS +9.1/4'TD I TLI, r + m TRUSS RAFTERS _ tx3 Strappuig Undti"i Stair - TRA 2'-0- OC PL- El. 68' 5-3iW Install ti8' t GBFC + 'l) -- - - - - - - - - - - - - - - - - c.0 Y UA I'- >> PAR 6x10 w/ 10-3l4 ~.e Single PL over � - Ex1�a_�. + i/1t'C Shtngk-s wt 5' Exposure R-30 Blanket Insulation --- TYVEK 6M Poly N r.:__.-- -- - - -__ t. _ tt2` COX Sheathing 7 U ` ` Wi main extexxi Ix3 Strapp ( 16' oc _ 2xb Stands @) 16" oa 112' t GB = w doom throt;g4 floor Lill Bridging P Midpoint �� s � � "�,� t0 nailex cxi tol,^4t FF-Ei. -,ii' u" ' W12x5t1R-13 insulation cr 6M Poly r f FT I No `• �• +' L..,.sh;k, Poo iv "t� tip R"fitiairi O O ...i Ex` CN?•, 'YxGii�V•'1fYTkIn'Q 1/2' GB tt - � `ae tt -- -r = Fa" FxuC in Sethn Bexi Exishrxg Ftocx j F- t.2' t CDX on 2x4 Framtrig 9 i DBL Jeais L �EYGGt' r r n0 0 5* Bey%xtd Column G"itea Line,-atmveR•13 Blanket Insul m LL Existing Brick _ ._ - _ - - _ - - - - - - _ - - - _ _ — - - _ - - - - - - - - - -- - - - _ . � i `` � ' L%*i nr►ist be compleR�y rex►xxrexi trorii W1?x'at7 by t+4n>lxatary _� Sf�a r Ope c m se>ttt t,,x1 Pvlexritxarae> iA/att�rpro0frng - € ' '=♦ artihoras each side of t bekxe apphmt torch aril not reirm ve d 4 l ag i `•v � �..._ F; �.��H adex i �u,M moor to ft , t HD Self-Sealing Strip Shingles w - g _ I Ex►strri+ Slab---0- i + 4- xist►ng Joists LL ` 15 Lb Asph Sahrrate;d F0 Existin Staeatfun 1-1/8' 2.4-1 Plvwood x 9 - � v__ �.- _ _____.__�_____ 9 g Existua ARasen --i►e Bru4+ Gratal.:e; �` - i ` • `` Existan Truss Ratters (Cut ) ' 1 Re antrsrcexi Cuntxete Slab '- - _ ` . ` g ) ! i µ vu/ a G3 ncxis t 4 oc 4SVd to PIE) , c . ` 24 Clearance Glued &Nailed to FT, - ��z` ,a, PAR 6x1T _ ,� FF 1`) 60' t 0 t 8- Exasht - Ftui 1A R a:, x 1 ____ n r + tot Gonveycx Y. l 1 O Tex-npexati a k &-ir s 6 1 �-1:2' :x x at against y ` .` . _ Sri xart at wall sf -- ` (MAitoSE) owr z Trid4x6Fl a , i _ Alummurn Starter Vent ve�rrtt�.al Blocking Wall 4x6 Aturmnum Gutter Und+-r all Suptx:rt RCOR TRUSS- FTA C) 16'0C C° S E C T 1 0 N Lo 1x8 Gutter Fascia Ccaiurrxis _� -' -� l i ! - - -; Crap PL: t3'x 1/2' 10" CFC 4' 02U'rt'tF tx6 Soffit '��� SECTION THRU PACKHGE STORE_ENTRANCE - - _ _ �__#-_ Dri t4 R5 PL- x y +tf34i1ti Bed (told Scala'V,t' 1'-0* 7-518- t RS _ 4, Base 9"x`3/4' Farr5ltf'oBdts �. , �_ _ , lxt2 Frew Near Side. DBL :2x6 r 9-1/4' TDs 32x1`l_ wi 2 rr'l` CDX - - - -- - - - - - - - - - - 1 ' 1x4 13. ix4 Fnrw,,e Far S+de + 1x(a SUitit ' + DX �' concrete Grout PAR 6x 1r1 wi 2xf. DEL PL { '- - - -i C.eN)crete Foolitxg: U. � 3'-0'x 12'x 3'-0" u- A'QQU5 tic _ _- #4 0 Rods 6'ew, � 112' Dri from FTs '� Bottom FF•EI- t t'-t' Thermal Break 2.4x48 Exp Alum Gnd J ti A:tiimmum Store; Front w/ 5/8' t Lay-In - t" t Insulating Safety Glass Mineral Fbr Panel, - _ 3 SECT 1 O N t t3 O I `c SECTION rain REAR STAIRS 6 CONLIEYOR ti?` t CDX on 2_x4 Framing r, R-13 Blanket Insuj r t r Exterior Wall Construction I}fi Matt-h E:xistn --l►; Trid 2x4 Frarmng witty It'?* CDX , on Coticie,le: Grout; t r FF-El- 50'-0- t Mascxary Do tion Brine Grillage 3 x 1/4 x tfi 1/4 Plate ea side A 6 onoSheet A,-6 f - Solid Block, Grain Veitx al. �_.._. •� �� f��• Holes for',i8' a 6ultz - under all 6x6 Coli►mns supportinc} `` « t-t/8-tit&Dorm T*.B opening Lintels � � Existing Floor 14 Baservw;it ELEVATOR %" �r� � L 5x 3x 1/4 15.718 HOISTINIAY �. } "� Construction to Remain t/4'\M-ld-Gnnd i <� 16' B U I L D 1 N G S E C T 1 0 N S G,><v ALGER G' GUNN LL L.L { L 5x 3x 114 15.1LB ARC H11 TECTS _- t ,� tilascxary Bfo� _ ALTERATIONS � ADfl1T1C��dS to the ,� 1. � ' ,1", trcmFF — e. `' �», ., S. �! , PE �iDERGRST TRUST BUILDING r EL EIIH II ON i � �� el 1495 FALMOUTH RD e� - PAR 6xI1.25 s' : .. CENTERViLLE PRASE; SE ON Steel Hangtx Asse bty �« � �. - -- e � a3i.1b� 1: Silvia �• �� Seale: fit3' - 1' f3" SECT 1 O N ,n> Silvia � :�HVk Date: MARCH 30, 1990 _ E _GIRT HANGER DETHIL IN LOBBY A� S Y M B O L L E G S N D nssoci�lr5, Inc. Dwn By SFAJ Scale;: 1-1i2Y := 1'-0 BF Bottom otFooling F� Film Roor PAR Parallarri TF lop of Footnq A CUSTOM 8L'11yE'ZS i1E51G�'EHS k, 619 Main Street THE CONTRACTOR SHALL. BRGG Bride;ng FG Flush Gift PL Plate TPL Tnpie Centerville. MA 0�63' fiT t x truss (3B (gypsum Board w) Rougti ope�;nanGg TSL Top of Stab :106 MA IN STREET - BOX 369 TELEPHCNdE NO. a VERIFY ALL DiMENSIONS c C t;cxxr Filled Cu# �idr Neader 0 Round TST - Top of Steel HYANNIS. PAA 02601 (508) 7�75-P124 F08-775-1442 508.771-7626 Far AND CONDITICNS ON SITE CT (:filar Ties Py1t3 klasonry Bilk SR Steel Saddle Tw Top of Wait DBL. Double k1h Manutac:hirpr SF Subfloor v�V`rF WeidedYlbeFatxx EJ�tte D« .r r s}t) DG Crop Girt AIL A tic rc>iatrt SH Shelf wi With ,;,a23g:r.._ . . _ ----------_ __ Sectinn g _.00eted 2nd Floor Suwhall window FC Fire Code 0H Overhang Studs TCF Typical Cone Ftg � 8 8 - �? 7 FF•El. 41'•1' F3 _ _ _ _ _ _ - _ _- _` Exastang L^JiiiIS 10 lyt ReMoved A,K��Cz: •' <:, Nerd Mtasonry Bra lc a SECTION f Q _ ...._ �.-.__. A 6 �.._.�.:..__ � - ) f:..:xng'{Vatls to Remain �TG� Neu Brk.k Pviascxtiry > SECTION THRU FRONT Of PflCKRGE STORE 6 Nevi C44 ev WOW.J `�Jalla New E ex!;t?te x 1� N I: .. .. , •_. .. .. .>. ..:. ., ,: 'r: �..: ., ,-, .. ,. a: .. -e ,..-,... .� fib ..y., 1 , 1 TR USS E D R A FT ER S - I R C 24'a; - ------ -- ' 1 1 _ r Line --` - - - - - - - - - - - - - - - -- - _ _--- - a ,itr, c(x��tr(lyitsxt. ' R-30 Blanket insulation Fin Ct�rlirx ix3 StrappiN (3 16r cx;, 1 R-13 insui ,i8' G6•FC `�, t 6 ! Pdv ralt3r GB•FC II r �- 2x4 GxHttcl Joists 24' oc —� , VELUX ' VELUX ' v,1 1x6 Hangers 0 4t3' oc �� 1 ' VS-62 i ' i VS-62 Rural_�stttttltzcxr ' '' • ` HD St•'ff-Sealing Strip Shntdies �— � ; ,% f � �, •<. � _ _ _ 3-?x8 4 d If,," t COX , 1 , 1.nix i 5 .rdl - - - - - - N8 1 COX SheathrrK3 o t ._ _ _ _ _ _ t_ _ _ _ _ f l�+tl,?r T 5B Fin C. +Ilia}Une I 2?x 10 Box Lrnk.4 TRC(�2'-(f JJ _ _ CGa11ti �atS.t1U41t�ri ' R-3(� Blanket Insul - - - - - - - ,' - - _ _R_5L4f_ 4Qrt t 2- h` c _ - _ �/' R MIL P30 lohket Insulation HD Stitt-Sealing Strip Stungles �- - - - - - ,-+ e 16 of, 15 Lb Fell ` i r`t Shapt�irx t COX Sheathing E�(t'�Sg_ `��l!_�l;it[u�tt411: r ` , ' 10' 1 GB 1` ,. TF3C 7 `PJC Shingles 'M 5' Excpctsrire , R-30 Blanket insud J 0 TYVEK 0 EXI�>rlc.x 4Ve,11 Gx�s4lJuitVn.:. 17 f-- -2X10 Rafter, North Elewton a < 3 1!2" t COX SireathtrxJ r , , TRUSSED RAFTER l @ 2'•Cr Projection tovvaid LL J ?x6 Shds C� 1(� ;r, i �� r� P�Ct!h92-�Sxt b�t3iton' U TYVEK icy 'i Excfxrsure tr TYPE TRC LL = Bodginq 0 Midpoint s aka studs (a 16' ()c ^� i , sv 1/'2'1 CDX Sheathing r-(r oc aJ. R-13 Insulation 3t168 Dcxx , Sourid Atten Blanket - r OM Poly Beyond 5/fir t GB•FC Far Side o &(Kigitxa!:_(Mxdpct Bottom of TRC•El 72' ?' ; ;,Ili'GB•FC i (;,-Labe 112' 1 G8 rJ,?ar Face: Hastvvay Ceiitrxl El: 71' 8 il?' (AA insulation fern Pay Ht.4ght of Hoistway 2b'-8" ' ` t,, 2 _ _ Mr G6 Fl10 2-4--1�T8GJPlyv"id ( �� `` 1 1-111t3'2•4-1 T G�Plymxrd Loose Lintel L's Point 2x6 Tr$d VVd Na►ler ?xi0 Flax Joists 0 16' oc i ,` �, 2x10 Rexx Joists (� 1(i oc 117 0 GI Anchor Bits Ca4niti' Shutt Wall -2 Layers ir7 Gti1) M-FC one side-- 2-L4 x 3-tr2 x'416 Sritxd Bncigrriy (� Mid Pant i �� `` Sand Bridgtng C Mxi a t • 1 ! i 1'GB Wall L tier nr.?ls set behhi USG C-H Studs @ 24"oc-- � - :Y 4-li?_"RO(A Stair � 0 2.4" oc Staggerexd 24 x 20'Vent DFl(- Stair Otxl , 3PxI0 4v12 1/7 t COX VELUX Sae',attaidic;tf-- Joints f,n,sh+xd -- U of C 4-2-75 UL Oe>s U4,98 a arxi two(2) 10* x 2(Y' FF•EI: 60' 10•1Or i r j` VS-f;?- ' I Glass Pwiels to Allan Franc; Existing Ralf TI - IFabric Flashino Insui Bd Cant Structure - - - - - - - - - - - - - - - - 14' x?0" Ail lrveath,�r Top of Exrstirxg tx6 Hangers �.r -- - _ A.I,rminion Scaer:riexd Louvrx Plate .2 G ' ' - ny t;T s to Rexrwa,n -� 2x6 CkT Jsts (� 16' oc vet 6w-D Free Area r, JT-S 44 PAR 6x1 t ?5 - - - - - - - - - - _� Rerr nie Wedge from tc>yr of exj,drrx3 rttr KAf A f-- Existr I x n �t e r t.16 Brick Pant,•! for sewting PH-Fa1? i -4--Exisbng Rafters to Rtirnaer --► r'r �uxJ PL to Remain Inserts and Brackets - - - - - - - - - - - - - - - - - - - - - Exts f'," 1 ` - - - - - - - 1 - - - - - - - - - - - -I- - - - - - - - - - - - - - - - 6x6Gdunrnurxier :Y PA 2 F (TyTtic:�al Masotty Brook PAR r)x11 , .k c� - L4 x3-112x.,J16 / R 6k I t.`l5 #•zYh 'lit?9.._ Lt32 421J Wall Rontorang: ?tc4 Gtx{irtg Frarranng _ _ _ _ _ _ - _ _ _ _ _ _ _ -PAR 9eti i`25--- _ - --- --- - - -- -- --- ------- - - - - - -- - -- --- - - - Finish Ce4ling 6MiLPolySheebng FinishGahnelLin«' Two(2)ti40R<xis,Vert 'se ??xtO &,xL,ntc'i �- _ - - - - - - - -- - - - - -- - - - -- - - - - - - - -- - -- -- - - - 1x3 Strapping C� 16" a; � 24'a: n axes A!i '} 4 -, - - - •f- New Coder PL•E1: 66' 1(Y 11(' 5le't Gyp Bd• FC texu (a) N/itlls ri WC Shrrrgl8s 5'Exp 7 ti4' c n TY'dEK ' ' ' a i ire" t COX Sheatfw'rq ,l 0 ?tc4 trill Flat Shot to r�1B LL �Ft�x)gL lVII_CgrLsbt(4tjtLrt - - -i 1 Re infocexi f3' t MB VUaii LL O 0 TYVEK w!5' Exposure �(i/ tvC1tlStrtlGbOn , = f� # s. I ; `, I� itll_Ci7C15t(�rrli?t1 VVC Shingles a # ? tip; r 112' COX Sheathing _ _ _ - ' , ' ' 2 Rmvs Brx it ?_x6 Stids(J 16' oc TYVEK - 7 °� Match Extstino Sods (.t 163 oc; i r 112't COX fi, t3'MB _ 4 4'1' RO Hall Be oxd Sourxd AtifB-FC. Blanket ;� Full bVaU Bl:artket Insulation � � 2x6 Studs (.i i6- a ;� _ bifW 1 GE•FC r 518't GB FC Far Side Sbid 6RDG R-13 Blanket Ir�u. i FC c ` , t12" t GB Near Side 'ar8't Gy1 6r l ' �t,tr.s:Up 3-9+5 R5 t :Wx9 Doot �uclf �1152rut,-ti.�t - -, , i HD Setf-Sealirxl Strip ShirKiiiis 7 9116'� RS &�rrnrxd a i 9 t/4 TD's , C.Label , _ _ , i x 15 Lb Felt ' _ 9111[i1�liSirl: 9 layrnent 518" t COX Sheathing - - _ . t/7 t Urxier7 t COX 1i i 2x6 Pius �CTs 0 16'oc ` ' F___- Brick PaxntA for stxaxi Elashirxl Trici 2xT i 2x4 4 Joists 81ee peak 71.1 t Ply Gr caves T to 61dc1 1 Inserts and &a(*Pt.% is FF•EI: 6tY 10-1/tr E_' If 4• - - - - - - - - - - - - - - - �---- New GOofer _-- - --� Fcxit - - - - - - - - - - - - - - - - - r , DBL?x 10 Jsis( 16 oc. - - "' `;' T K S Flacx 'Y �latdi ExtstirxT i FF•El:tkY-EY T Struchrre - Shid6POG - - ' U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AJtiniunurn Srirte'r V,rrt Existing � - - - - - - - - - - - - - ` Urxdaiayniert Plus Sut?flax l toR<rritir+ i S,lidBRDGworPAR F k .> , - - - - - - - _ _- _ _ - i/ `) , F _ _ ix8 Fasn�, t-1/2" Secure 2x6 blocking tx6 H e'rs >. - - - - - 4x6 Alunfinunt Guttu t lx4 GxlrrxT Fran rig, _ 3.. PAR Fixt1-25 ar►B �---- Ne�srr 2xl2 Rcxx Jos is f'i 16' cx; KArlT SAG Joist Haik cis —t►'f J lxG(`� 46 oc hehv ea sari to existing , {: t + lx6 Soffit l > �._ i t-�-T`-` 4---Halw, over existiing sill Sold Bridge( mKipoint ----------- root stricture. >' L 4x4x:318 6-2' kl Bcxxd Retain r _ �.- _ ail @ v�1 r.ro ' FG PAR fix11.25 2x4 Ctg Jsts { t6' cx;/ PAR 4x8 �Illpport angle. � � { DBL 2x6 PLNe:�ar CFC 4'@ MN2ta�PL.F ExisUrtil 84 @ Rods <n . -. >P d" a Biltt 3xa PJaatiix tD ,3 2x12 4�2-tr2" CDX rt r Cap:6 x 1l7 x 6 PL Slab Room 5i8' @ ttlfs bfCs ( 24" oc Strapping 0- 16' oc �e� `� ,+ � �; Girt vr!y8" le fxt[ts 1 ' x • 1i/ IiDX fX�g�P ! :* i r (cti 24 oc - arfi' t T 1-11 v,#Gr cxive's - ti E xis h rng Base:9 x .314 x 9 Pt St,xi 6RDG Frieze: lx4 T Bt-.%AI•Ari +.� �?�� 3'-0` x 12'x 3'-(T" Concwlci (� `4"cx - f - - - - (b 8' a Perptrtcdtatlar L. Foundation Loose Lintel Agnit-s to ix10 s� ttni Ganstitiction dg Footin v# #4 0 Rods b oc - - - - - - - - - _ - - _ -' 2 - L4x3-t/2?c5116 t�6SOffi1 .,. To Renraxt New 7Conrt to Flax � evr(� Bolton . _. , Typtt,-al Masonry Bta+�k - - - - - - - - - - - - WallRexntorang: I n t Tvwo(2)#4 0 Rods.Vert 6xt6 Tt1d F rstit141lfxi - - _ - - _` - - _- - • - - - - - - - - _ _ _ - - � 024"ocincores. A11 a v i121" tCDX'110 , - - - - - - - - - - - 1(YM6 to,x (4)4mdls SE CT 1 0 N .314' Pine Finish 1 r i $ , i 1 J ( BF-El: a5' 4ara' '- - - - - ------ - sbd BROG I SECTION THRU LOBBY A 7 - ; SMirs. Up 3+9+6 RS 1 - - - - - - - - - - - - - 1-1/4' t RS 9 114' TDS YEA_t�_ 5_��t�n � (�-�-►-��-- - ��9- - , i � 6ti4,•rAteti Siding 1 t?"t Gyp? E4.1 t - - - - - - - - - - - - - - - M)Studs 0 16'oc ( TYVEK R-19 Sound Atten Binkt i - - - - - - - - - - t COX Sheattirrxl 5(f�t Gyp&i FG Trd F;at, Shot to ME S Re'r)forcerd W t L46 Wall ' i L Q Sbxf5FDG - - - - - - - - - - - - - - � ; - - - - - - - - - - - - f x•. 4 m Fin 1 st Floor •El: 5(Y-1' 1 Pavers in 3" Setitng &.0 p 1-118" 2-4.1 T&G Pty`v)od Deck, Glued and Nailed p 4' t Stnictiral Slab v.A Close off 6x6 W1.4xW1.4 WV,lF Arr,buiatory FF•EI:W 1-1/2" ' Brick Panel to securing Bottom Ei. b4f-1" " s Inserts send acke - _ 6r is Fluor t mstructtcx, y, ,. '�Cc ;):x 12 Joists 2 t6' e ..h Sdxd &xdgir►g (� tutxi,p.',n _ _ _ M Reniatr i 6"Gon 4 cart R 0 B Cara�, �w .••�•,`'t ;��.,�ti FG PAR fix 1? 3/4' 0 GI Bits e: s4• __ -5s 't -_:rr� ' 24" oc SragcJ :. A S�Shecitton "A n s on sheer s t L 4x4"8- N-2"k3 8" T Ci4wie,, y.';ii± *�- I(Y T Co,cieie'Wall New 4'0 CFG Mr!20-#PLF on 3'-0*x 12"x 3'-(Y � Sill support arngle 2 x5"O T s6 � ?. Kf;0 T&B Existing10" Conae'te faf8' @ t>tts( 24"oc w Concrete Footing va N4 0 9' t Concrete Slab vv/ ' CM-A Rods (1) 6"oc e:v, Bott Walt 4v!?._ xb ;::. li'S 0 Rods(?16"oc } Space T&B T. ctv. ThE j t a RLGER G- GUNN BU I L 0 1 NG SE E_ I1 0 N S FF•Ei 46' 0-1!?' 2' t Concrete Stab on 6 MIL. Poly d4 0 Dc�4veis 2414 24'oir, _ C H 1 T E t.T S TBUILDING AR ALTERATIONS TI�JNS & ADDITIONS to the ��QI> ^yes -t- �` - S. J . PEDERGS TRUST ♦ :, ; 2414 24 or, t J :�� - -JE .1 -. __ ___ __� ____ _ 1: ' �; 1495 FALMOUTH RD -- - - - - _ _ __ _ --- r c t "a / u i CENTERVILLE MASS t b &!lure-ptaarg slab, thoroughly suet chant sod s „ ' ' BF E!: -44' 3 t/7 and compact wrath nie;cteanical conq�rtor �60 Rexis to 4 bclvi BF-El: 44' 3.VW i i is •- - - - - - - - - - - - - , Silvia Shia Data" MAR'frH30,' 1990 i ilss�rk i�alrs. tilt. 5F4J Y M B 0 L L E G S _ _ Ov"f, 6, Bf Bottom of Fooling FT= Fish F-io0r E'P.H 1'araq�irn TV Top of t ootrxy - , g . CUSIOM I1t,'itt ERS • DES16N195 Dry Block Wall BHGt; fkidt rng FCa Rust, Gut PL Plate TPI Triple 1 ` ) R SHAD , . C191 S E C T I 0 N A e to Top Of i BT fox Truss GB Gypsum Board HO Rotiol n Opening TSL Top of slab Lahr 5tree•d THE CON ' r CFC (;otcx Fittrxi C;Oi Hdr Heado E'3 Round TS1 Top ad Steed 396 MA IN STREI_=T - BOX 369 TELEPHONE t'1C r-enten•tilc. MA 026t2 VER!':Y ALL DIMENSIONS 7 , Existing Footings 508-775-1442 506-771-7b26 Fax CT Collar Tn� MB Masonry 81k SA Steel Saddle TW Top al Watt HYANNiS. NAA 0`I.RO1 (F,(?H) 775-23?4 AND ( ONC11T?r,�NS (7N SIT SECTION THRU. ELELiRT(1R HOISTLLIAY Ii LOBBY B y d i DMbl� k1tr Manutac:turer SF Subtloor Wwt WildecdVAt f-abric SGatc, v7 1'-tt• w %nth f e Dn �, . - 1 j D(3 Drjt Girt MIL Micirolam SFI Sht�f r n Rsntr' t s!_i►utiS?tl t' i�ry flT • ... :. .; ' , f Fire Code OH Overharu Studs TM T Ca" Fton t a. - ' r T Yixc� 9 � 64?'?90 S(�*'tson B-Cttancled Lot?bv wfrMrws and Cnoler ftcCr r tmcnct 88 . 0 E hJayr !v1asOnry ex r xistirrtJ Walls to be Rrxrttrrxt t:.x'ti;ildttg Walls to FTe�,rnain irflL[C�tx�'.[� in Nf>u1r C9rie4e R1a+ikx!rti -- > 7 New Wood St2id V)Afts k.._ (` i - -. -.,..,.,,• � k..s_r --...r:_ Y.....: ....�:'-:�.+.'.�°"�'��> et+.-i-$«� r;..�.F _'�" _.' q'k!� -�.t,a U _ si•' .. ,�p,�x, �.., - -