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HomeMy WebLinkAbout1495 FALMOUTH ROAD/RTE 28 - PLANS (4) ....-..... .. .> ..,.w+«wrv.,._..,-.«r.,_!_+:+^w,+_W�...M+f+u-.M.•-wnwwnrvwn nw,m,wm+wrv.w.:ww.4+q.os..,,w.u..�.wt.w,.«+.w..wne^+...,,SA+..,ron,m«„x..,,,..,.,..n...x,. h•,_.. r ,:r. ........,...._....w«...... ..m..... r._...w -n.,«-, .,. _ _ ..... r MM wb, ., ..,-vM+..e,..-..nu......,..�. n. ....,,v..m.,... ..,a .n... ,_.. w+._ ,.r x..s, ._o._.....,,... a. +,... , ., y. ... ..se r« .,..r.wn—_ar.,•w.. .. ..rw-_ n....v+n+..••-w-«+a_..w,n.....::« u«....._..,. wr..-....,...a.,-.« +u..ru.,..r+.-_.o-w•.+•_,.�r..x....r ... ..-.... .._.. r i f ! ! i s ' I t - r e 6 ' Exr"fry < i rA 11 Ex/«¢% f��t>�y cu /r//.t [ ` / y� ' .�/'Gx I �j �•-i.��-✓// �Q,3L Cu/ J 7 �i(/.ST/�J �L� r / �(�';G r!Z �/ '� x Q �{C "/71 �ra i - - - - - - -• � Gj Fx/ sir, : gar/crrz a Fr�� /rr)c� Nara « 1 "• / y / - - ,� �' r= / d.;u. Y 3/ ,e fit x,..igr►j. i G- �s 1/ F5 BA '25 , /{,�'•P//�/;�.�_, i A i i G. G{ I t t � � J __ � �_.., � -..._._ , �_ _� .. ' � .. . � ,�,/�° , .Err ¢>�i/7 j C'^/'c�rc.% S/Gc✓C<� ,�,/'�,.%r�/6�,",a':" � � . I i`'•.: E �✓ t�yt f I j -- _. � 1 ,� 1' Z . I - �� {• ` Q6h r -°ter / /�'✓ .' ''�� ± i A; �',r;�y���� ��� UC;/_�, ,.,ter,? a i �D _ Q ! _) 't._l 4111 S~` 'e X 1 i �,•, .. � .� ice."x,/ .��1 _ _Q �« � , �•' __ �-0'!.3°j7/�� C.�''c� / , - - p \ ' f , E .b 111, 11)91d2t_ 1__ e-,�� �+zrr��r7 rr. CFr y _ - - i J r i { i Y ' ,� _. .._.._. . �. .C�Qr7'T CJ✓C1 Qs!/vf/I"7Cr}• G' /l!`�/? � i" j �`//„ `tom 2x/� SY/�✓asfr c ;1 or�c r�c:�/: ct;» r �di+ /ca¢ ��'1 ,-a/ t ! �kcarJi�c.�'/ terra {� •�fh^e�; rd9u!r ¢�r�rz.r7/r5 �7 ¢{ !!. { ( V � �� �CT id/ Cf✓/"�C/'CI�r�/r�t� � G�/��Jo�7� 1 ' l U r 1 .• ' h Cry,v¢, , _ N i .L i { A Section "A" GENERAL NOTES on Sheet A-6 1. 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 i footings to smooth and even grade. _ 3. All reinforcing shall be placed and secured in strict accordance with the A. C. 1. Code•latest edition thereof. 4, Place no concrete when surrounding air is below 400 F,except when 360 and rising. All freshly poured concrete RL6ER 8' 6U NN ORSE MIENT & FOUNURT I ON PLRN shall be properly protected from freezing by methods as approved by the Architect. RR CH I TECTS 5. Forms are to be left in place for the following minimum day periods: ALTERATIONS & ADDITIONS to the TaMg ' z�- S. J . FENDER RG ST TRUST BU! a tN Walls 5 1- 1/2 2 3 As directed ` f - j ,. r Slabs 10 5 6 7 As directed 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 CENTERVILLE MASS side. y r 7. Lumber for sills and all members touching concrete or masonry shall be preservative treated. • • pp Q, • & r S�ivia & Sflvia D.: JANUARY 17, 1990 rF S Y M B O L L E G E N D 1 Associates, Inc. Own 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 TPL 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 j i 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 11N Top of Wart DBL Double Mtr Manufacturer SF Subtloor WWF Welded Wire Fabric 0-M Description DG Drop Girt ML Micro►am SH Shelf w/ With = 022390 Project No: j Fr, Fire Code OH Overhang Studs TCF Typical Concr Fig 030890 8 8- 0 7 O Existing Walls to be Removed New Masonry Block vi 12,190 H , �'F , , i-oCaKcr, an,I ^ry `", k a'c; ached 6"'0 coy ,.}A V Dwg No: Existing Walls to Remain r New Brick Masonry MA A f New WoodIx Stud Watts o tf IiEt 5/� ,_�, �j& i •� �" � � l/•'- 3l� ,�-'Q / z` '? _ ' -'� 3'= 5iz.' 4= 9 _ �8. 1 - , "mot-»�- •,,.w.r-p.- __-_-.,..;..w.__._.__.�.---- _-."-:-►'-.. j i P,0 V, D t ' } . 2-2 x ire ' 2- ?X cur 2- C:fJx I i ^ i .j Q¢ SQ lQr+ rt .1 �Or GrJ�c//77r' �G!).y " _.__..._ —- — - _ 7 , t _ C/tZ Jig / Q/�70YaZ fl'iC/4 21 7ir� ^,r:�rc XX i a � -k` r � i ' ' T , , . PAt� e ��/2S 1 -- • � I - --- -- - i irA ' �• ti I ! Cara�,�c:f z-�r�� f.�5•a i � � �!' �.q `y ' v �.-� _ � I � (� _ � p•7 � � � �; ( 9 _ 1 . 3 i I - tiaw � I I M ff } A / V. � '` i f f , a ! o� �� �._ ,"� w ��c ` G•�,t .. 7Y - o a +i�4 D/,. o Z- SF j4A eo -- - j I C" - - h �'1/ir _� _ - _ _ G X( 1 t 2 I f.� + , r �4 6 /2 ,. I F J(E OC- PA G//o f n I �r I � i � 1 , ' -�.'1 I ,„-�—_-. # � i .�u•"✓1`7tJY1_ C�X/..�1�.rti..+' ,�i/"� r''7�1r � �� �` 5fss1-a h ,6a"srlir;�` H �k)�'C C, �.,. i y tf •� . � 1 ',x � �--___ _._ .. _...t _._ _ _ _,._ (.. j_ x i i i f I t } ( cu -¢ra dr•rl� c��f Gu�rlci.i- `y ,r(�I�Y 4- � � I - ....i I �� ',t,'.�' 1� r -3• /2 ° DX N TO A� El) ' , -3. „ 117 �cg.-r M G=•' �`�rJ�f r�� Fii-'t ,G��-,r�._.r,. �0ku ' r, ♦ /'.•i.1 � �I �� lx/,,;•fc�r'-` ,SI�r+,J Uf Si- � � 1 V x' I v 7 c' �p A r",C - • __. _ } / I i� �' c��/Q ✓/�' Tl^. .�Jr, �4 / �r U , , _ / ++Ww ' A � } � i GX'� .�i'1fr~c fd ,%G�'� -___ /'-�jo1r" on �j,!/S 6 - _ , 451/ J N . �- /,f fcC; �/ X�G r',f 4/9 �"f/A 07/fFLF fry /rf,�/F%r.9r6 a rcr. / ��a/�ui G Kt4�' ?, ` -14 b 41 _ _ 7 � 3 v , I i � � I Sirs Jn r��n .-- -• cy�:ct�`,a/ - ' ` tla to r , , L / - - - Jazz • u k5f/��fi4-� 760 I TDL'9i7, FG 3�)D l ,29G sa fr.t , MAX� PER G!AS5 _ ,r i A Sect/on "A" I t �t GENERAL NOTES on Shoot A-6 } i 1, Concrete Footing Under all Columns:T-0"w X 12"d x 3'-0't(unless otherwise noted). { ` j 2. Prior to placing concrete,dampen and mechanically compact soil at bottom of ------ footings to smooth and even grade. CsR FLOOR ARP-A : 4 G®�6- SF 3. All reinforcing shalt be placed and secured in strict accordance with the A. C. 1. Code, latest edition thereof. ® 4. Place no concrete when surrounding air is below 400 F,except when 36°and rising. All freshly poured concrete RLGER & GU NN GROUND F L 0 0 R P L R N 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: ARCHITECTS ALTERATIONS & ADDITIONS to the Temo(F) Overt° 700- 5 60--7 500-- Below 50, "� S. J . FENDER GHST TRUST BUILDING Walls 5 1-1/2 2 3 As directed � Slabs 10 5 6 7 As directed i; 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 °f r CENTERVILLE MASS side. I 7. Lumber for sifts and all members touching concrete or masonry shall be preservative treated. . Scale: 1/8" = 1'-0" Silvia & Silvla Date: JANUARY 17, 1990 S Y M B O L L E G E N D ^ Associalm Inc. Dwn By. SFAJ BF Bot.om of Footing FF Finish Floor PAR Parallaam TF Top of Footing - ' i CUSTOM B S DESIGtvERS —""' BRGG Bridging FG Flush Girt PL Plate TPL Triple 619 Main Street THE CONTRACTOR SHALL BT Box Truss GB Gypsum Board RO Rough Opening TSL Top of Stab 396 MAIN STREET - BOX 369 TELEPHONE NO. Centervitte, 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 t,tiflar Ties M8 Masonry Blk SA Steel Saddle TW Top of Wah HYANNIS, Mik 02601 (508) 775-2324 AND CONDITIONS ON SITE DBL Ddubie Mtr Manufacturer SF Subfloor WWF Welded Wire Fabric DG Drop Girt ML Microlam SH Shell w/ With N Dole Description Project No ; FC Fire Code OH Overhang Studs TCF Typical Concr Ftg 022390 64.51,1A71OR R tL0fA'?''YX, rR-,rA,R 57;44R c� E&7•RAiVC.E r?E'V/S,'I7�JS , ^JFJe,'C'� PA,4 7,' i 0 03089-0 7o/4E7 8 8 - 0 7 7- - - ---- -- -- - - - _ _ _ - - , Existing Walls to be Removed New Masonry Block + N ;,"2 ?v nev. r'k'g 7t Enir., Removed Teneni A partitlons,Chanof"d Lotat)y Mn€tows, located sinks Dwg No: Existing Walls to Remain New Brick Masonry > IN I New Wood Stud Walls New Concrete " .. .' ,. ... /. ..- # .. .......:. �• . x .y.. *,:fir . "� ,: ".Wi. , .•�P�PYrdP�^ t 3a ,L*,�+:is,'a Y .....,. �.,o, ..na. ...., - i i i i .. A7 S Y4�fJ t f (g ' /114 l#) z - . i I i o — — n_ i - - -IT A7 �.� ''fit I • A i a 3Q C 3 5- t -y— . t( /2A . �x'E? G x"s G�C�; 11;'A Cl/0 U�x 6X6s 3-zx8 w 2-�z'�l ��X , i f 3066 .. laGrw: 1. ����. 0 I { - �' LIC K " z- Y i - 5L / C" \ 4 r I l "•� + - �•- i nl } '� r t e E i ►v� z� �v� ► Ivy`-�� �,; Nc XI- !x _ I I _ ,���d�►;cz.7� 3 2x� � �,2"�DX __.. -_ - &Ix } C t 1 oil t l GX6 SOAR CXc9 -�9/G 6 ; Fs3,� 6`!sF - - C- s C? I Ex F6Xc`� F-- - o-r-� L f " N - A S tfan A 4 E3 ,�° (y..1 , on Sit A-6 GENERAL N R L C) TE � 1: Concrete Footings Under all Columns:3'-0"w X 12"d x a-0"I(unless otherwise noted). 2. Prior to placing concrete,dampen and mechanically compact soti at bottom of footings to smooth and even grade. —�—� 3. All reinforcing shall be placed and secured in strict accordance with the A. C. i. Code, latest edition thereof. RIGER 0' 6U NN SEC 0 NO F L 0 0 R P L R N 4. Place no concrete when surrounding air is below 40,F,except when 36°and rising. All freshly poured concrete RR CH 1 TEC TS ALTERATIONS b ADDITIONS t0 tom' 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: p��,,� S. J . PENDERWIST TRUST �U#L at�i6 Its �s5 tom°--70' 500--so° Below � Walls 5 1-1/2 2 3 As directed 1495 rsALMflUTH RD { Stabs 10 5 6 7 As directed CENTERVILLE MASS I 6. Built-Up Wood Beams and Girts shall be spiked together at 12 inches o.c.along top and bottom and on each side. Q ;� Scale: 1/8" = 1'-0" 7. Lumber for sills and all members touching concrete or masonry shall be preservative treated. S1jVla OL ,S%iVla Dater JANUARY 17, 1990 Asscwiates,Inc.. Dwn By: SFAJ S Y M B O L LEG END CUSTOM BUI S - BF BoMm of Footing FF Finish Floor PAR Parallam TF Top of Footing C;NERS BRGG Bridging FG Flush Girt PL Plate TPL Triple a' 619 Main Street THE CONTRACTOR SHALT. 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 508-771-7b26 Fax AND CONDITIONS ON SITE CT Collar Ties MB Masonry Blk SA Steel Saddle 7W Top of Wail DBL Double Mtr Manufacturer SF Subfloor WWF Welded Wire Fabric Die DescriptionProject No: DG� Drop Girt ML Microlam SH Shell w/ With 022390 FC Fire Code OH Overhang Studs TCF Typical Concr Fig 8 8- 0 7 _'__-_+-_ O OAG?10 Rem Tenant pirvi;or.s.. t:1e v nd ;,?,.t"°?a+?wit,jow, a des q�ky!iflhts ,and:;o^'in,.jack's O'l, + Existing Walls to be ReMoved New Masonry Block N 77 _ Dwg No: Existing Walls to Remain , New Brick Masonry > A f w �� New Wood Stud Walls New Concrete • \. • :r.•r. r i M1 M1 [ h-r r M1 "r •fir 4 - . n• -r.•r.• 'Sfi.• r.•.e^:{,.r,•r.J M1�:•.-r.-rr rP.•♦r. -r.•r.-r•-rr•.•:�.•r \.k:R'i4.7�Z. �.i4 R. 1`,SLR-� •.1,`R r %�! . 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OH-�� 5' OH u PAR 6xf3 PAR 6xiO 3-M Sul 2-112" CDX U — - — ---- DG PAR tx8 Top PL Mentbtar Otily F :6x6: -,w8x15 4x4 f d ; '` ' ' 1., r ::> +-- ' DBLrSingle PL Over TRUSSED RflFTER - TRA Scale: I1.1' t'-t)' i- { :: : :: : ►:: 1 'lx' Nadu ail Girt t 1 BRDG as T>t'r TR tAfr ;: :=:•?:'•:'::,.. , i 2• t J� 1 " BRDGasperTRMtr - - - - - - - - - - - - - ►. r: ,:. - �~ , 1 :..: -, 0 1 i)_ i 8" a :=i::: }y.: .i:.: Stet'+'! Girt `� I. 1hr PAR, FIR�x Btult Up Guts -Na,l+ "` 112" 0 Bolts TPL TRA ' _:{ : , i 1 2 2x8 Bi>xtxi _ a ____ side 24't9 0 0 BRDG as Fxx TR F•Afr .: ' ' T� ,;' OH ca ' — — — — — •..;A. 1 1 1 1), OH - - - -'- - - � - - - - ... r - ,- - B 3`l6(6Uttdtl / ��-- i BRDG as p+x TR Mfr ? ^6 Umitx I _ _ _ _ _ _ _ _ _ _ _ _ TPL Unties Rth Sttce ... 1 1 A 7 1-2x6 U & 6 - y p N - - fit - - - - - - - - - - - - - - - i i x U TRA(�?'lr oc m t PX6 p Al By - ` TRB(� 7-iY oc U ' i 27 4 f SEC A E N S CTIO R B . N ._... ............ ­.. ........k%1_. ____I-- -I---I.,,- I ­_ .-.-.,. _.­.._._.._ ­-1-- ­J.... ­­ .. .. r r I : --- RRFTE TR€. TRUSSED ;: k 11 M:% B f TI . _. .... .. ...f ........ -** - f IBRDG s R Mh �„ 1 * - t)" BRDG as TR Mfr. A5 AS �* -1 �, rl�• t" •s 11" ! J 1 IRT 00 COLUMN i TA L D L DETAIL 1< TYPI CA MN E I L T P TEE G Il_�k L W OD IRT; COLUMN D Y ICA S •:T ;_N_,-.• .... ti:Y '•:•f' :1f.• .Y X .YX X 'i .5, p� 0 G WOOD L .Y •X. •:Y•• XX ••JY: •X•� Y.Y' .Y. .`�i�'-• _ / x +°: _1 Sc-afe. 3`4' -t'-tY Scalt: :3'4' t' fY .. I v i' /T1 y 7., 0 y, m '- �• fv 9 (_ r�,� 3C N f S r r (` �,_TE A JSTRIJ D r AfJDCCX A H DESIGNED TRUSSES J SHALL BE 1 j'..- .- . __ - __. _ _ - -. 1 AND R FLJ JE ` , TRUSS RAFTERS R.00 t -t1r t x ,j 3.2x8�� r cD 3-2x8 wl� r x NricD ti .... C N )I R R _ RE L' I TIF 71 1 C?i D RT JCE C C? E A CTU R b TEt Y T 1 fJ FA A APPROVED F�JSJ F. U B PJ P O D * * >. 1�, _ 1�,,, * * _ _ � 'BRAG as TR Mh= P "" :;ti: 1. �/ .Y -X X� Y:Y' ."r• .Y .Y X. XX!".. .YX •:Y: —:Y .Y/Y ':'►'• •:,f. Y.Y' •'%Y••X:_ O I V; m B r OH ti ,: C11 A 6 :� 7* Ill '.:•. .__--_—.___—.__. li „ - ..: ... ... _ . . . ... ... . ..:: : .: :: .. _... .-. ... - .. .... .:. ... .. .... .... ... ..•. ..:. ........ '-` ROOF FRAMING PLAN _ . 000 . _ _ _ . : _ a OH 6 'f E B s A6 A 7 PAR 6xt 125 FF•EI: ti0' t4118' , /- _ �r �Cantde+rEx TST•EI:6tr 7'tItYF Drill for nail+,j bolts - l ,' if2' 0 P 24' oc shx�L , , _ , - . _ A R R - 1. A ELEVATOR .. - _ A 7 SHAFT R m A 7 o W 18x 76 0150 0 , tie I Y , `'oi : " 7x 1/?x 15 ' 3Bci2v�?_ 1/2• CDX 3 2x12vA21/2`tCDX(Typ�� i o x1i2x 15 7x1/2'x1'•3' oleo ° -_ ._ 45 GD F- ' Fish PL vd4 Splice , W i t3x4 6 F+sh Pt wf , :. .. Ilr y N6 Rftrs wf 2x6 CTs � °Col :Cj `L , ° 4 14"0 Bits t3.3t 4' 0O Bits °;;° 4 3l4'0 Btt1 ° � D S S-1 1) T - 12 4 2.1f2`COX n' --- -� k n.J.il- _ ; x 0 r:0 ° -- .ti N iS , o Wtf1 /6 _ - Extstittg Trussed Rafters `m - - —A _ �` H ( --- -- - - 'i�, CFC: 4'0 XHW?2 PLF 6 x t l4'x 4'Shim PL r; ' DG PAR 6x10 E tse: 9 x 1f?' x y PL v� CFC: 4'0 XHL'J?2a PLF -- - ? �' t)" I_� On 1 PAR Rxti 8 " 4-,'W8" 0 Quid Batts Base: 9 x 1,'2' x 9 PL•::I 4 1 DG PAR 6xt0 I N, 4! ' C>tcfi Cdunn Set Base on i'NS Gout 4-618' 0 Qwck &)tt� s j DG FIR 9c10 I � --,- Set Base can t•NS Grout FLOOR TRUSS - FTR = x BRDG as per Mfr � ;ti t x - {- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - m k DSS-Ifi cN s f3 1 LV 3"3• U ` CFC: 4-V2'O XHVJ 22#PLFIN Z F' � � N 1' Gitxrt Existing Ccxicxete Fnd Wall- &--tse: I x• e x I PL vo Four tV8' 0 PAL, -- L --__ fs" U a EI: 48' t3 `a :v & BRDG as Mir Gtp: 5 x if2' x to r� Four;1i4' 0 t<: A - - _ _ _ _ _ _ _ _ _ _ _ Q B cN , X Set Base crt 1'NS Gi out I i 3,-0, - - - - - - - - - - - O r O �+! S o - - - - - - - - - - - - A7 N U l t' 0, tt l� 0 �, _k `* ';, _ FLOOR TRUSS - FTB- �Is } i':. II Extsbrig Comet+: Fnd Vialt ,I : a a tI + i" e Scale: 1,4" t`•O' • r f' El: 48 t3' r ,' tt BRDG as 'r iAh p1 trFC' 4 112'0 Y)MJ 271brLF ++ � J' i• 'r - - - - - - 6xf Cdurrrt ._ - - - - - - - - - - - - - - - - - - Base PL rxt 1 Je+u Fig m Bas+ rtt �,• - - 1 • OSS ti) FTA Mod"Ob 16 oc Floor. SF� Detail Shet;•t A•5 G;ntxrtl° Grout FTC C 16 oc `` J+wJ Contxete FIg: _ -,,,Z��� 11 � C FTA( t 6 aci I - —_ - _ A6i I Existing Bast>rrt+ni 3'tY x 1?'x 3' O' rr( 4•p Xkt�N? t.F I G W I 8x/6 FG Wt t3�c46 FF•EI:4 i'•I' ± +r4 0 Rods G'Oc eN Bott _._ 2 I'-6 _ Barr:PL art Gxttxete Fnd 1rv�1.5 a Derarr Sh cxt A-5 cFc:a•m x1 �1?21talLF - FLOOR TRUSS Scale t i4' 1 '�� a -, I . I � - ,� a — . 11 :1 ­ I ­ - I 11-'s 1 .1 �_ _ ITS(? 16Q + I ?x 10(� 111 I ij . Base PL on:,onctete Fr►d 1:"��c i 1 1 i I ( Wail. See Detail Sheet A.y . `?' :. ::� ::::-:- :x-:....•.•. as xx Mir '}`: -: L. BRDG F 2-?x1U 4 i/2'CDX ::i,.:. : ... .. =. .. B � i lii••,•AA•pl �••irr, W ,i1' S. As : ' := SECT 1 0 N PAR 4xt :: ...:.:: ..... :::..:..-........ 5 �I i 1. PACKAGE STORE CEILING GIRT ASSEMBLY _. . . .__ :::•:-<:-:::.::_Sfax Opening::::: SECOND FLOOR FRAMING PLAN - . . -. _ - . •-. 3•?xi2 wf 2 V?'t CDX ' _ ti -. 118' 1' 0' �t1e ;Y4' 1'tY S / Use KS Joist Hangers Acfi Colurm MI Joists O3 PAR A7 '- - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - -' -. . ,•. �..� , 1 ELEVATOR' 1:1 :. _�,L: 1 'LV �S.f nri ��.( itl`z V�Q1tX_��tx�fiT10 r t Reinforced Concrete Slab SHAFT }' x , CFC:4"0 HW 2(i+f.PLF (Total of Thtaei ' t• , 1 Bottom bars (SW to NE) + ,0 C 4'tx 9' t t'xT S' " CC - 6 x i!?.x 6 Ste Caps 1 Top Bars(SLd to NE) ! 0( 8"oc A 7 :. .. .. ' 9 x 314 x 9 Bases D Te►np Bars(NW to SE) #4 0(� 1&tf2"' oc A r, ; s, := • -_ :, u- :: FTG.3' 0'x 12`x 3' tY Concrete vId 1 .... 'r. .:Y LL r.1 . #4 0 Rods O�6'ew, Bolt ' A5 rnrt'r A 6 % , 6' 0 1 rf Block in Opg _ '__-- i(i KANT•SAG PH 512 2x i 2 @ 12" oc FG PAR bar t 2� _ I I . `- - ' y. ''.. t DBL up 0 ' — — — — — — — — r, -s r� — — — — — — — — — ,5,- + 1 . 22 - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - -- - - - -- - _ _ _ _ . , New Staff , } 6x6 Column �- - - ' 11 A Sectrort "A 0 6x6 Cdurrrt 4x4 Cdunn ': Fin Floor ' A 6 on Sheet A 6 ;Dr.1/2_' Underiaynx:nt E is 50' 1-i J2" , DG PA.R F>xi2 1/2"tCDX SF ,• 00 1 ?�t6 Joists 16 OC =:=>>:Y. �* -/ t ' 1 -_ - _ , ' Elevation: -30'-0" S .. 518' t Urxierfaynrertt , 1 Fin Floor .= ' , ` yr .•;. jilt)"t CDX SF .. 1 (As sumed) .4 El50 0 r r FG3?x6w/21f2'tCDXFlat r >iy 2x8(Cut 5.5"to 7.0') , Across Etostirut Bsmrtt s St, s A L G E R Fr G U N N - FRAMING P L fl N S S' DETAIL S 1 112' UrxiPrlayrrtent . t6"oc ' .E supporting 6x6 Cdunn for 1x4 Trtd Sleepers ' RR U- I TEC TS 1/2" tCDX SF 2rxi Flax r,,,t _ _ _ _ _ _ _ _ _rL. ALTERATIONS & ADDITIONS to the 1 , 2x4 Jassy �� 16 oc -,- - , ,�• ' ®A� . J . PENaER RFiST TRUST BUILD L a I N G 4 TrSleepersN::i:: t J ^ ?x ftl A tit T t4 5 F L Q H R:):.: 9 U rot D 1�' fJ_ k u �, CENTERVILLE MASS{: w 1 1 a :Fin Floor hl t !,I 1 :1:' ., 1• w• Scale: 1f81 - 1 4i" 1 c - • �• �• ,�fl 1 undfaymrtr : , t i` i )MARCH H l_ 1 � 1 11~ fi I1 '1 1 .l c D tc LJ c 5 X F y8't CD S Bl ock Exi sting 14 f' t �S.r,: r 'Ittt r A�� �. I ir' F J- _ S S•a:�• _ . N D 1 L E G E D�vt B w - Y M B O L S �n 2x6(Cut 4 to v.5 ';; ' 7;; � ' �-a:�: -- 1 Stair O ( .1..-.-�: -- . r ."•5�° PI � i 2x t 2(�_ 1?' tx O�1 16'ac ::>::: :.:1:-: BF Bottom of Footing F� Finish Floa PAR Para�ant TF f cA f outtr)y t<r„• + (USiO�t BUILDERS DESIGNERS ' N+�rr 4if2"OCFC . - - - ix4 Trt3ii Slat s - -' ":4''I"`.r , ...._.....-i*,. BFXaG Bridging FG Flush Girt PL Prate TF'l Triple "'" �- � -r , G19111ain Street THE CONTRACTOR SHALL - - - - - - - - - - - - - - - - - , 5Jf3' t Urtdrtria rrtl�rtt ' Y i,.. " �-' BT Box Truss GB Gypsum Board w Rough Opening TSL Top of Slab 1 ihru to Bastin+�tt , 6)r6 Column sttFtptxl)ng 39Fi MAIN STREET - BOX :)�i3 TELEPHONE NO. tentcr��iilc, 111A 07632 VERIFY ALL DIMENSIONS 11 5ffr t CDX SF ( {; Cp>.x Fiil©d Col Hdr Headt�r O Round TST Top ut Steel t i 2txi Flcxx Gtrt 2x6(� 16'oc 5i)t3 775 1442 508 771 7GZG Fax 1 CT Collar Ties MB A1as,x�ry t31k SA Steel Saddle TV,/ Top H4'ANrJIS, FAA I)2rsn1 (508) i 7�>-2't:>4 AND CONDITIONS ON SITE t DELtip0Nevv ' 1x4 Trtd Sieeptxs OBL Dout�le MIT NianutarTLrei SF SUbflrx>r vl1':f t'Jekit�d'd:ueFatvu; Start OFtrxttrxJI DG 71 Girt Date Q.e5_CTwj_ _Qf1 1 FC Ft:,cxfe M1,4i(�t7li�rn SH Sh+>.if vjf With Project Pilo: C)vethang Studs TC Typical Conn. Ftg z o?'>-wo 8 R - 0 7 1 ; FIRST FLOOR FRAMING PLAN O U3:i090 TRC Added, Scx;tions addod. First Floot Platt c:oropleted _ _ _ _ _ , - B Scale: 1f8' = V-O' `- - - __ -_-_ _ - Extsting:'Jails to be Remo\md ;.�.� f`Y c,fSi�7 New %lasonry Block - 04239C Revised Package Store Entrance Framing and Cooler Floor Framing t , . - _ Avg N o F�^ �11 Existing Walls to Remain Nei. &><K Rtasonry > _ _____ __ __ _ _ _ _.._ ___ _ _ _ _ _ _- _ - _ _� w A t N«r:. f Orx,;tete New Wood Stuni i acts Cr r I r I . �.` ,. , 7-5 i Ot . . I .1 I . ... I I ­1 ,- .- , . :. ..:�s - 2x4(3 t6'ter — TRUSSED RAF T EFS - TRA C�� 2'-O"ot• -- PL-0: 6W 5.31ff - ,-� Fir, C.A ilinxl Lint: jlil -C._Qf3�bll4t<SN_+; , R-30 Blariket Insulation 6M PNy'tx3 Strapping 0 16' oc 1/2' GB(Use'Wr t GB•FC in Stair) , Wmx_WaILCon 5kufuvn 1 1/8'2.4.1 T&G Plywrxxi Glued and Nailed We Shingles w/ 5" Exposure In-1fttm-°R-c-Q trwam" TYVEK 2x4 Studs 0 16" oc ' .. Butt Ends St _ _ Sound Atten Stankel ; _. adse16' or �' 518' Side t/ t 2x6 Sy t GB•FC Nt�r Brdging (. dpoints 42 W t GB Far Stde •�-�Sf<au Wafl Beyond R 13 IrtsulaUot � •+ 6M Poly e �t Ptlttt�rt Clwii[1►� 5i8't GB•FC in Strarrway ;N4 Studs (v 16'oc FTB n Z-0" oc FTA (� z_0- ()c Soturxi Atten Blanket tits t GB•FC Far Side 1?2' t GB Non Side.; 2�c12 Nader of top of W18xr6 - 7-9' RO - W18x76 112' 0 Bats C� 24' oc StailPeroi - ' 15'-0' RO _....... - - - - - - -- - - - - - - - - - - - - I � _ _ _ _ _ _ 2dc10v+A1/?' CDX 1-1,H- .. - t 2.4 1 T&G �xxxi _ C(alingLine FF•EI:6iJ' 10t/t3' - - - - - - - - - - - - - - - - OK- �Y, S CT 1 0 NC69Fabric Flashtng Ridge Vent SECTION THRU PACKAGE STORE CEILING GIRT on k>r;ul Bd Cant-� ?x10 Roor Joists (P 16" oc H M — HD Sell-Seabny. Stnp Shingles Scale: 3/4" _ V-0' FLOOR TRUSS - FTB (i) 24'(x, � � �, Stau Stringers w/ 15Lb Asph Sat Felt �r s f n ,. , 5/8' t CDX Sheathing y 1-1/u 2.4.1 Pty TfJs - 1 - ' - � ,� ' '� r"3` ' 2tic4 Jack Studs o►tot)of PAR 4x14- KANT-SAG HD-414 -- PAR 4x14 ---► 3-N 12 4 2-112'CDX - - - - - - - - - - - - - - LL - - - - - - - - -- - -- -- - - - - - - - - - - - - - - - - - '.- - - - t = = = - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - 2x6 Ratters ( 16" cx: u_ Suspend Ccxtirg to this point. Fin Ct�lrcg Lin� '� KAtdT•SAG PB 4"1 2x4 Coling Joists wl 1x6 Hangers Suspend Stair Wall Studs )1:.Pst[�!II�[t_._ sxfl��11�.17tx3: �i R-22 Sound Atten Blanket frorn PAR 4x14 wl KST . 2x4 Stills; 0 1W or, 1x3 Strapping(� tf,oc Strap Ties hnxa pPr st►d. ti Suur►ct Allen f3larak,A 518' t GB•FC ihru Stair, Conveyor % - - ; y 4x4 Wd Column in x rl!?' B' t G6 FC Far Side F wall ,along staff and Liquor Rtx;em g Spaces $Aair-4;Up 15+ 2 R3 v t GB Ne-jr Side - - -� 7-1111, tRS �y 9.114'TD m TRUSS RAFTERS TRA p 2'-0' OC PL- Et: (i8' S-3`8' tx3 Strap1tall Under Stair - - - Ins1aA 5rff t GBFC - - - -- - - - - - - - - • _ _ PAR 6xio w/ <x< Single PL over EXtericlr _WdIL__Q..g+l. #_UC ML �t<iLin9 Qn l iloa - - - , WC Shmc les wi 5' Exposure�• R-30 Blanket insulation ---- - --- - -- - -- ' TYVQt Y T '--- -- - - - - - - -- I - -, 1/2' CDX Sheathing 1x3 Strapp PM116P oc U Ccaltintn't() ext(xxi ' 2x6 Studs (� 16' oc churl throt.icJ`a flax - - 112_' t GB Bridging (r1 I+Aidpoini r - R-13 Insulation ' FF-El. 50' 0' to na,ltr (xt12xt<rt , 4 U a W12x5C ' Y U O Existing Floor System. �".t 112' GB r< <,: '_ _ _ . ` . t Exishiml Ro r System to Remain ' v to Rtxnatrt t. r c•t d Wtn on J P_ szl�a_g �Qw___$ftl_C__ >L o Existing Floor i - \� GOfJVEYCf; 112' t CDX on 2x4 Framing '� ti txtcic in Setting Bcxi QBL Jost; 0 - -' `Gat VJ12x50(� 5" Bt:yoxi Cdtmn Otte t Line abme ConveyorLL R-13 Blanket lnsul x on LL ExistingBtwk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - Load rnastbeccxnplettlyrtnavtxihuritWI?ItrA)byttmp(-sa Stair nfrtq ry ° v in setting btxt M,nttxane Naitrprooticxl l _ partitions eactt sine of girt lfetcxe apptytng tot di at id naf rcntixnri 1 iltl Cool to t1it3 t t Eiy4fS_Q►_l;altu�>I12tL = ^� E' J' - - - - ---(tlr�rHe•arJtr e , f rc le Existing Stab g LL iur o udt' HD Self-Sealing .,trip Si tg .s J f- x,1s6r ousts LL 15 Lb Asph Saturated Felt k b ` - - Existing Sheathing 1-I/8' 2.4.1Plywood Existing Masonry Existrcir Truss Rafters (cut) Glued & Nailed to FT,,; r Brick GnH:tge l t Rtintoned Gmatte Slab e. PAR 6x12 l t 4 N5 0 Rods(3 4'oc SW to NEE) � � , J 24' C1tralatice FF•�I: 60' 10-1/8' , ( ^<^ St4VWat(-A Wall wl , � Existing Frxf 'Nfaft — & #4 0 Tern nature Bars(.� 1&1,7 (x � � . far Ccxtvt;y(x Aluminum Starter Vent <; Trti 4x6 Flat against tTJW to SE) cnnr '.<<' Ver�rai Stocking \,Vall , 0 4x6 Aluminum Gutter Urxfe_�t aff Suplxxl FLOOR TRUSS FTA (c) 16'cx S E C T I 0 N x! - - - CFC 4' 020+(PLF ` 1 x 8 Gutter Fascia _ Colinnns - ix6 Soffit SECTION THRU PACKAGE STORE FNTIiANCE Cap PL: tYx u2' ttl' �tr_S: Drt 14 RS ,_ _ 08016 Bed Mold Four a+8* 0 Bons : r- - - - - - Base PL.9'x 311'x 9' �. tx12 Frieze Near Sidle 1) 1 1x6 jai 9-1/4' TDs 32x1'l wl 2 112' CDX �t' - - - - - - - - - - - - - - - tx4 A ix4 Fnt>>e Far Side I X6 Soffit 112' t CDX ea side r ` - - -� �4' Ccxiclete Grout PAR 6x 10 wl ng 2x6 DBL PL LL % - - - ' Y x 12"x�-7" LL � _ _ �'tORoxir6'�v, 7-112' Dn from FTs & Bottom FF•El: 41'-l' ' Thermal Beak , 24x48 Exp Alum Grid LL 518' t La In a� Aluminum Store Front vai , Y g Safety V S E C T 1 0 N 13 1' t Insulating Safe Glass � Mineral Fbr Panels � -- f °C LL o SECTION thru RERR STAIRS �S CONVEYOR\'A6 ' , c S.,ale: V2' t'-U' ----- - - r N it • - r n w - �Q�cl,.d_Yll._ sf�___� 112' t CDX on 2x4 Frarrttny r R-13 Blanket In sul , Exterior Wall Construction Mach Existri , Trtd 2x4 Fran►tng with I,'?' CDX on Concrete Grout cti FF-El. 50'-0 _ - .. Masonry Bto< .• tion 3 x 114 x 10-114 Plate � skit" A 6 orlC Sheet A Solid Block, Grata Vertical; 6rir* Gnit.adt> .: • �`: • Fit>ft-es to S`ti' 0 Solis F t Columns r i c r 16x� Calur � sit o ti ,,. u n de of P P 1 s?�. 1-t lit'm :rt T �y &Der, rS 6 s - opt.ning Lintels ., � ,.- ExisUr,( Floor &, Basement ELEVATOR 6' L 5x 3x V4 15 ;16 3 < � Construction to Remain HOISTWAY '2 xr 114'Weld -Grirxi 5 9'ts' B U I L D I N G S E C T I O N S t Clear �\flLGER Cr' GUNN L ,{ L6x.ix1/41b.rLB �, ARCHITECTS c LL Masonry sio( _ ALTERATIONS TFRA T10/�(S & ADD17101V� to the LL i 8'-t 1' �. hint FF �, ��Kfa S. J . PENDERGAST TRUST BUILDING tf "a " ELEl1ATI0N �" �x �� , 1495 FALMOUTH RD x , PAR QxI 125 s t CENTERVILLE MASS Steel Hanger Asst rn y SECTION t�ta <rr(x t� •v ,'' �� � SECTI 0 N ,. C. seal+�: 1'8' '-0' E Sil 'Ia �11V1a Date FAARCH JO 1990 _ GIRT HANGER DETAIL IN LOBBY A� S Y M B G L L E G E N associates ins, sFAJ K cuslo t BUILDERS IJESiGtiERS Scale. 1.112" .: V-0' BF Bomyn of F ocrortg F` Finish Floor PAH Paralam FF Top of Footng •��" �""**"�' 13RCiG P.rxhytny FG Flush (;iR PL Plate TPL Tnple ,- 6t9 ,ttafn Street THE CONTRACTOR SHALL BT Bono Truss G8 Gypsum Board RQ Roxugn Opening F8L Top at Slab 396 fv1A1NAS7FiEET 60X 36y TEL1 Ptit�iJE td0 508-7centr 5-1 2 508-7 VERIFY ALL DIMENSIONS BT Corxr Filled Got Ndr Header E7 Rourxi TST Fq)at Stet-4 HYANNIS. NIA, 09601 (,Ofll ,_. tp,1 SOB 7i5 t442 5O8 771 i626 Fa? AND CONDITIONS ON SiTE Steei Saddle TW T of CT Collar Ties N413 alascxtry talk SA > op Dt Double k1tr fvianufacturer IF Suabltoor ,NV,t• V"lekit;d v" ire Fame QW0, �a srrri��t� Prolt�t.;t No. x (}(; Clop Girt kL Miudarn SH Sh<'!t Yf' With cn �4239C-w -- - ------ Seat,.^ B ,'-° !tel 2r+d Floor Staifiall window FC Fire Cale t7fi Overhang Studs TCf' Tyl>ic�t l;clncx Ftrl Z $ $ • D FF•EI 41'-1' - - - - - - - - - - - - I_ - _ _ _ _ _ -' FxtsIirq Walls to tat" Roffl tvt�c! �''< {x ! .: Nair Masonry Black v L3:_c3 No. _ SECT ION Nevi &k k fvfasoxtr, > A_ �._._ _�.' �._ - f:xtsun i :atis toF?�"P .tin, � SECTION THRU FRONT Of PACKAGE_ STORE New Gone Seale 1i2' - t -(J' rate .u..w—.-_.•...fir+ ..•.."._,. .. a - .._.- ... t ,, 1 TRUSSED RAFTERS - TRC 10 24" 1 1 1 1 1 2x4(::J 16' oc ' - . -�;— . I it m r , F C. rKI V e S,t')lirig-�existrttt3gn: , R-30 Blanket Insi labixi ' 1 -- - - - - 6tu11LPoty - - - -,1, 2x4( i6' oc ' �lx3 Strappirxl 0 16' oc, R•13 Insui 1 , t,18' GB FC 6" PA E 1 � 1 1 1 , ' Id GE-FC ' VELlJX 1 61 a Hrig�Cds (� Or oc—� - _ oists G VELUX ' � '. .' f- ' VS-E,? ' ,I � f S�[i�t8tc6_(x1 , HD Self-Seahng Stnp Shingles 1 1 i VJttil tt) `V ,. •, i-atinrg - - - - - - - - - - - - - Nailof T�46 Frn Gd11 10 x Felt ' Ste' 1 CDX St e' 0 8 ti� r Liu e� t' � xJ ?•?x Box l�n tel - TRC @ 2'-(f R-30 Blanket{nsul - - - - - - - i - f 4iEt_G 1 0!r1 ' 12. ^ AFT 1, ,1 R 30 Blanket I surlabon n. HD Sett-Stalinq Strip Shingles - - - - - - - + - - -,-' 6 MIL Poty 15 Lb Fell ' ' , 1x'i Shappxrg (A 16' oc bifr t CDX Sheathing i7 ER 1t 1.4ir WW{Q tmmu�4n; tit' t GB TRC 0 '-(l I WC Shirgles w/ 5' Exgaosure , + R-30 Blanket Insul 0 TYVEK 12' f�-2X 10 Rafter,, North E levatum d n9 i + , ` TRUSSED RAFTER °G i �• -_�trus:-bs�t1: � 1/2• t cox Sheathing � o c; �? ?x6 Staxis (� t s' of i . , po vVC Shrnglt�;vul 5' Exrpx;srxe TYPE TRC � z-u' Rolecb(xi tovlrard U. b � , + , ' P�rtttfrXl_.t;rQn;xlt_4T�tLt�It.� v � TY'JEK. 12^ Rte 28 U- 2 BrKiging C'J MKipant t ' 2x4 Shx1s(� 16' oc 2'-(r oc a R-13 Insulation a IC8 D(xx a S(xind Atten Blanket 3 ' 1!7 t CDX Sheattirr►(I -jAr I GB•FC Fir Sxie :r, ti Scuds t? i(i e?C 6Fa Poly Beyond Bottom of TRC-EI: 72'-2' 51fr GB-FC Bridging tlA+ripiant J ' GLabl� �lt`e t GRfa• .,r Fac« Horstway C Airg El: 71.8-it?* g i / + 6M 3 Insulation ' a;M P( Height of Hors"2 4r ' ' ` 1'2' G6 ', i 1 ►� 1 Fl.�r_�S1r�41tt�ri: « , , +•.. F�SLS�[--�S�S.1�_�.�Ht►l 1 , , 1-1/8-2.4.1 T�G Ptywood ' ` i-i0 2.4.1 T&G Plyrmx)d j,; ' Loose Lantel L's 2x10 Flooi Joists(1 16' (x; ,� �, 2xt0 Fl<xx Joists(� !6' (x 2�(6 Trt(i\V(i Nailer - xkI g It Mid Pant ` , iJ2' 0 G{ An( aor Bits CmAlyYShatt Wall -2 Layrxs I/?" Gyp Bd-FC one sale-- 2-L4 x 3-1/2 x N1F, Sotxi Br u C r ` Sa{xi Brickgrrg( Mid P(><rst _ , MI 1'GB Watt Liner panels set be�MJ USG GH Studs P 24'oc 3'4-i12'RO(� Starr i • :3 2x 10 vd 2•it?, t CDX ^ 0 24' oc Staggefeii 24'x?W Vent oBL(b stair Op g i . + , Screw attached -Joints finished U(A C 4-2-75 UL Des U438 and tiro(2) 1(f x 2(' FF•EI: 0 1tl VELUX tf13' r �, LjVS-f7-� Glass Parcels in Alum Frame Exrsbrx) Root Foible Flashing I ?4'x 20" AO Weather Top of Existing Structure. - - - _ - - - - - - - - - - - - Irisul Bd Cant 1x6 Hangers Aluminu ►Screened Louver Ptate �.• -- KANT-SAG ' _ _ _ _ _ _ _ ; � Existing 1.Ts to Re inv.-mn --� Ronxwe Weedge from top; of exishr rftr ?x6 Ck•I Jsts (-b 16'oc 4 684,o Free Area <'z< PH•6t?. PAR 6x1 1 25--,- _ - � - - g e'MIS Brick Panel for secunrg `fir Inserts and Brackets - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - !_ - - - - - - - - - - - - - _ ExistrrgPLtoRc_rirrrn -ExisbnxlRaflarstoRexriarn — ; - - - - - - - - - - - - PAR 6x11 2`, I fix6 Column tinier PAR 6x11 21) •d�Pg_C�ri;ViT � 2 L4x31t2x5/16 TypicaiMasforcinodt - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - --- - --- - -YxYz- - - - --- - -------- - - ------ Wall Reinforcing 2x4 Ceding Fran" Finish Cedhrg PAR 6xi 1.21) 6 MIL Poly Sheeting Finish Ceding Lrne Twxa(2)#+4 0 Rods,Vert 2 2xi0 t3ux Until ' ' L ' tx3 Strapping(_� 1fi oc ( 24'oc in cores. An , PL-EI. r ri' it>-1i8' ItV 3r t Gyp Bd• FC tour (4}walls , Nov,Co( l 7-114' � VNC ShuKgles-5'Exp c TYVEK , - - - - - - - - - - - - - , 112't CDX Sheathing U- - - - % , 1 ?bd Trld flat- Shot to M$ .ts 1SJ(.kV�1��S�tL uCAQn. 1 , Reinforced 8' t MS Wall � CC TYVEK :s wJ 5' l�i(pxastare: ' - - - ` , 1 ' 6t:_a va WA Cam--5In-1 icla ' ' ?x6 Stuiis (3 16' oc � a.,44 1!?' CDX Sheathing , + 'Nall Sr53( lipts>j � Q, - - - - , , 1 i ? R(M5 6rrdclux) b'1C Sturigle`s I o FAatch Existinq Studs (.3 16' ac TYVEK #!1't CDX 8'f{g Full Walt Blanket Insulation + ' Suurxi Attcxr. blanket U- a _ _ - 4%1' RO Hall Bt�yond , 5i(R't GB-FC Far Side, ti ?x6 Studs (ji 16'tx; io fil8 t GB FC , , r , , i6e t GB N«xar Side R-13 Blanket Insu. �hxi BRDG ' 51-alr5., Up')-9-5 PS , :x)(41 D(xv =vt3't Gyp 6d• FC f` FSL91 Suc1�1tU�'$!iXl ' I-9i t 6'� RS ii HD Setf-Se ahrg Strip Shingles - I- t• TD's r L 15 Lb Felt ; GL.ablei i P v� Undo Cnaertit 5/8' t CDX Sheathing - - - ' i ' ` e 1 112't CDX Flashing 2x6 Rftrs CTs( 1F>'oc - r ,� +, ' « Trki 2x4 Joists 0 16' oc Bnck Panel for se cmr 1 1 1 Trtd ?x4 Sler-; xs � g T1•ft RyGro(rJesTto6kig - - - - - - - - - - - - - - - - ' , ' 1 Inserts and Brackets 12, FF-EI- fits 10-1 tr Existing -'�4• '; -- - - - - - - - - - - - - - Root -- - - - - - - - - - -- - - - - - Nt-,v Fiotx 't' Mat;.li Existing Sbuctiare - Sfrxi 6>;DG 1 , DBL?x 10 Jsls E, 16 oc Existing - - - - - - _ _ _ c 1 , FF-Ei. 50'•W SdKi BRDG:rf�r PAR `' x Aluminum Stinttt r V(11t 9 - - - - ` Uixietayrrit.`nt Pius Subfloor toRenrarra 1 , . 1x8Fascia FF•El: i0 t1!?' ' el , ► - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Se-'Curt? 2x6 bIo(;kirkj r ` - ' - - - ?x•t G'ihneT Frarruxl ?,, PAR 6x t t.?5 tx6 Hangers 4x6 Alurirnum G+ittex + be h.. ea stud to existing , ?; ix6 Soffit KANT-SAG Joist HarKl.xs xyz � „ v. � Nwe,�2x1? Flcxx Joists(�a t6' �x: `�= lxh t � If) ix; �—Halve over exisbr sill < rc;ot ;trticbare. }.: Bond Be-wn g ' Sdiri 6ri lye(� hlxipxxnl �Y< �- FG PAR 6x i 1,?,' i ;, L 4x1x:Y8- 6'-2'Ig 2x t Jsts (b 16' oc; PAR 4x8 : Y` Sdi support angle. a110 wl fro :: QJ1tt a. DBL 2x6 PL Ctg pa<xa ng Nev.,CFC 4-0 H\Pr'?O#PLF Exsbrri 14 0 Rods 518' 0 btts 518'0 bits d� 24'oc Strapping('� 16'oc 3 2x12 rd 2-112" CDX Bcllt 3x4 rladed to Stud BRDG . _ I C 24•oc t/2'CDX c sided &i 9 x 31 i'x 9 PL Girt vJ 518' 0 bd LS Slab Flcr J 5�8" t T!-t t wd Grote Existing ,- - 8' oc Perpendicular Frieze:: ix4 Top BevtAIed a Foundatiort (? 24';x Loose Lintel Agile s to Bldg. txt0 Bottom Found Lion 3'-0' x 12'x 3'-0' Concrete 2 L 4)3 1/ar5`t6 ix6 Soffit - Foobmg,.V 44 0 R(xis 6 oc i Typical Masoruy Block To Ranrun New?'Corxxete Ro(x ev/0 Bottom 1 _ Wall Reinforcing ------- - - - - - - - - S�Q.�I�[1:1I1_�t1s3Et1G�t(2it .. .. . .. . .. :::.•:.•:.•::•:..; ,. .. .• . .. . .. .... �, I - - - - TwA(2)>i4 0 Rods,Vert 6c6 Trid Fn Column - - - - - - - - - _ C4 24'oc in cares. Al 1121't CDX atl 0 LL - - - - - - - - - - ; f— lCfMB 314' PineFinish B four (a}wraps SECT 1 0 N LL• _ ,, �c ,.� BF•Ei: 4i,' 4-3t t' i i- - - - - - - - - - - - -- --- --- I � Stvd6RDG : Si`airs: Up3-9+gRS � SECTION THRU LOBBY A7 _ LL 71/4' ±. RS 9tl4' TDS Scale: l!2' = 1'-(r .- - 4b`�ls_G�tr��rt_>�h(x3 IRC Bevelled Siding x. i12' t Gyp - - - - - - - - - - - - - -, TYVEK 2x6 studs 0 16' oc , R-19 Sound Atten Drik1 ' 5 112't CDX She aQnirg - - - - - - - - - - - - - -, O 2x4Trid Rat- Shot toMB 5iS't Gyp tad FC 1 Reinforced 13't MB Wall Skid BRDG - - - - - - - - - - - - - - - - - - - - - - - - - - +� i 9 Ftn #.st Floor-EL 50-i' 1 • Pavers in 3" Setting Bed 1-il8' 2.4.1 T&G Ply%v(xxi De'r*, Glued arxi Nailexi - 4't Structural Shah vud - - - , Close off 6x6 W1.4xWIA WWF Anitrulatory Ro(x FF El �/Y Brick Panel for securing Bottom EL 5(r-1' Existing Ro(x Inserts and Brackets C G;ristruchoii 12 ois 2 1T, ,-�x Sdvi Brrd irx. t a Faris a n `r r 2x .J ty9 .J l • to Re, frein '' �__.____.��-. •' ... ; 6-`C(xrapFact`R�o-B Gravel•`y y � �* ., . FG PAR(,x 1? 314' 0 GI Bits - ' Section 24' oc Stagg9 A o on Sheet A-6 yI Nav 4'©CFC HVJ 20f'LF L txdx3`8- 5 2' 19 8'T Concrete V'lail t tY T Concrete Wall Q Shc support angle. 2 b5 0 T)kB 2 i ©Td6 on 3'-fl x 12'x 3'-0' ': 5J8' 0 bits 0 24' oc Exr,ltttpl Concrete F(xabtxl �7 ti4 0_ t Concrete Slab wl % .• G<r.+A Walt�^�2- ?>� 9" Rods 6' oc e4ti. Batt 1'•` #5 0 Rods 0 6'oc Ic" T � BU I L D I NG SECTI0NS Space : eNx, T&B ALDER G' GUNN - FF-El: 46' at/r , ALTERATIONS & ADDITIONS to the 2' t Caicrete Slab cut 6 FaIL Poly 44 0 D(n,•,re{s 24/4 24'c C 04 0 Dowels fl R C:H I T E C T S - 4 ., =r 241a (� 24• x S. U . PENDERGRST TRUST BUILDiNG ` - _ - - - - - - -- - • ��. ;� 1495 FALRIOUTH RD 1 o Be#one placing slab, iti(x(xx3frly rvet d(rnRi sa .' . : *60 Rods(A 4'oclw M y CENTERViLLE MASS 1 ' and compact=mtti nx;diarncal compactor BF-El: A 3.1/?' J BF-El: 44' 3 Vtr 1 1 n 7 . - - - - - - - - - - - - - t i r t 'c SlIvia & Si Via Date: MARCH JO, 1990 ` S Y M B O L L E G E N D � �. �: --- Assenclatcs, lire.=-- SFAJ i + BF (3otiorn otFaoting FT Finish Floxx PAH Paragarn TT- Tap of Footing Darn By ( p CL!510M BUILVERS • UES{GNERq e 610(*Wall BRGG f3rxitging FG Flush (tut f'l Plate TPL Tnpaie , 619 l�taln Street THE CONTRACTOR SHALL Dry , S E C T 1 0 N A � to Tap of � dT box Truss UB G• um Board HO FJoxultt Opening TSL Top of.,tab 7 , Existing Footing'. CFG Cana Filled Cot Hdr Header 0 Round TST Top of Stee.'1 996 MAIN STREET - BOX 369 TELEPHONE NO. centerville, MA 026,12 VERIFY ALL DIMENSIONS SECTION THRU ELEL�ATt)R HOtSTkUAY 0' LOBBY (508) 175-2324 508-775-1442 508.771 7626 Fax CT c:;ogar Ties b18 t`rlas(xtry f31k SA Meet Saddle NJ T of 1Lall HYAPJfJI� fL1F 0260t AND CONDITIONS ON SITE Side. IO = t H --- i Beyond i D81_ Doutxe Mir Manufacturer SF Subiloor VMF Wek7ed�^:ire Fabric i e i DO Drop Grit Ml- Mrcrdarn SH 5helt w! Wtth Date p�4ltp1tvri Prolect No i FC Fire Code OH Overhang Studs T(3- Typical Comer Ftg z 042390 Section 8-Changed Lobby windows and Gooier Hoot training e , 88 - 07 - - - - - - - - - -- - - -- - -' Existing 4^,'aiis to be Remor:eri ' . r Nr..!t+.iascmry E3locic Un Existing Walls to Remain New BrK*Masonry - Dvrg N1� / - - - - - - - - - -- - - r4ew wow Surd Watts �� � � New C.(wrete w !� ca Itt -7