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HomeMy WebLinkAbout0311 MAIN STREET (OST.) - PLANS (2) , I ,... LIST OF DRAWINGS 8.4.2008 CA1.1 Floor Plans and Electrical Layout Plans CA2.l Building Sections,Exterior Details and Elevations CA3.1 Interior Elevations—Cabana, Shower Room,Lavatory and Dressing Room CS1.1 Framing Plans and Structural Details e slPoolKell d7 x South Main Street Os,terville, Massachusetts -222 SALLY WESTON 61�L?n� ASSOCIATES x Architecture • Planning Interior .Design kA . J 22 2 North Street Hingham, ,MA 02043 10 D D -- ---_ . ---- - - --- - --- ------ -- -- -- - - -- -- - __ - -- - - -- --- ---- -- - - _ - - - - __ - - ---- -- - - ----- - -------- ------ ---- ----__�_ ----------- Kell• South Main Street ------------- It 3n �0 Osterville, Massachusetts 14 4X of,00A 'A :41 11= 41 (D �71 t-3r. 9. x-e t 1 WWI WOW- 4T" T-il 7 1AM vow KAI 01 i, LAI —---------- I V. , 1- ��/M, * - — , i _ L I 1\ tj;% WO if ---------- J, IF,M, F -MCAL ; , ww • SYMBOLS-LEC DuplexOutlet 110V Duplex Outlet 110V 112 to be switched 17 Appliance Outlet 220V Appliance Outlet Box I IOV direct connection below counter ------- unless noted 14, —4- Ground Fault(Interior) 0 W1 Weatherproof(Exterior) Floor Outlet 110V om fo LWY 1�PIK 114 9,1*1 Telephone Jack Aap 1 1 L F0 TV Outlet 0 Smoke Detector,where required by Code Typical Notes: of Thermostat If J %, switch N Dimensions noted on plans are typically to! LANWAK I' Switch wl Rheostat (dimmer) face of stud, unless noted otherwise. 3-way Switch/5-way Switch Details to match main house typical. Recessed Can FixtureAlzak or white,5 dia.max. Refer to Interior Elevations for additional by June 5"IC 20-205 VM TRIM(Insulated) FIRST FLOOR PLAN information or June 5"TC 20-205 WH TRIM(Not Insulated) FIRST FLOOR ELECTRICAL LAYOUT PLAN Pin Spots 3"dia.max by Juno TC184-18W Box in ceiliug for hanging fixture (Supplied by Owner,Installed by Contractor) Directional Recessed Can FixtureSALLY W N Waterproof Fixture F ASSOCIATES Pull Chain/Ceiling Mounted Fixture (P.F.)Porcelain/Switched 1-0 Wall Mounted Fixture L1 ri (Supplied by Owner,Installed by Contractor) oar Under Cabinet Fixture Exhaust Fan Electrical Panel Architecture•Planning•Interior Design NOTES: Electrical shall be provided as per CODE. Mounting height and,locations of all counter height outlets and boxes for wall sconces,plus quantity and locations of all floor mounted outlets to be field verified by the Owner and Architect. Contractor shall refer to interior elevations for ,additional dimensioning. Electrician to review electrical layout A ---—----------........—------ --------- ----------------- with Owner to determine whether additional outlets,switches,fixtures,etc.should be added or revised. ................ —10 it is requested that after the electrical boxes,etc. are It It 1,q111 roughed in,that the Contractor,Electrician, Owner11 I laN and Architect do a walk through to confirm all locations., 4. WN4 A419 Ct. 04 1 222 North Street• Hingham,MA 02043 Tel(781)749-8058• Fax(781)749-6486 4 L A qp date 6 �W WAM Awr n o., revision 1�490 WW- "%11410 ow WWI* 44 Z" 064 cot)&. +book,('Km n. �1',0 wn lF�. 0 4w pw4 0*5) (0 Sally Weston Associates N 90)OMAN W t 61� cotj*% These Plans,Ideas,Dr-ir-W,Designs,Arrang—ents and any sole property of SaUy WUP Malted documents are,mid rernain the Weston Associates,Inc.and are not to be used,retised,reproduced Tb ku*f MOO k *1'of -0 KI-0 00 -T or published,in VtMe Or in part,without the express,written 'vVeston Associates, permission of Sally N to)J64* WIN& job no. drawn checked date - ------- 4­ scale h 7-- POOL CABANA PIMININ# WA-R�' Rrklfto WhIk FLOOR PLANS AND ELECTRICAL LAYOUT PLANS LOWER LEVEL ELECTRICAL LAYOUT PLAN LOWER LEVEL FLOOR PLAN CA 1,7�14 L - -------- -1. ..------- -- ----- --- -- ------- -- ---- — --- - -------- ---------- ----------- ---- --- -- ------------ -------------------------------- ------- ______— ------- 1— -,------- _--1----_ -------- -------------. -._ . . w _ .. .--._----- -- , .. . . �_..I__1!.AeI1 i 6'4R1�II��ItI�I I��­1 1 f 0_�:gI­�I!.�iI��-."I_?�I 1.,0.1.I-v"'_I1�I.._n�II_1I 1';1 1_,�I.'.,1,:I I1.1I,I 14f�I I�,1�1�I:;��II��w II1 t�-I�­I-,�ft;�I��--.I II-.-­_C.G'-?i1k_Im"-�,-.I)"I w_I-—_P�I_,i-I.)_-,I�I,--o�-'.-I.-.I�,.�,I7l 6-N-.1'ti 4 I 4.,.-.,1�I�1.1-,I��--(,�II.--I `. _�_ �I_1.._4�91�­1 1 �_.._=I�1-Iw�(_t lI � yet, ' �,�y�;{ t *+, _'-',.-->,l0_-., 11-1­�09_i III-4I.�_-,,4 1 M­.�--"-I,,._­_1--..__,._­__0­­I-1.�*�,1_�r_0I.__��I 0­t".--,_�-.I­�00111,­�I.4--­-_�T-1_,-_=_)._06A`I11-1I J-.,,-=1,-l'a1,­,-I...-_AI�­-.1­-,-,"_1,h!_--.,-I_--,-rl 7­"_K�.I1-t--1�'..­_",N,�I 1q�.I­.,"-­_1 I­.�._Z­W�I-_I b,.."(,I.i,6­I�..oI"II-�_k-Z0_�_�!./A­.:?,�v K_�T..):,--."._.-_:Z1-,1_-"I-I�f�,a1I-_-VI�1�1�-—,wI.1I_--I-1._I l,-�.-&e 1,_".-11��k1­,.­1­-."10�I._�0i II;I"�;5�II;��I;IiiI'I�1II I�1­. t1�'�."­,_w�..I1I�I�I/k.�(i�i�IIi;_ �ii!-,.1­!1I­�.-I I__I If.III _%_lv"­.,1_k_._­"1".IW,1­­ i_,�--�.I.l-_,,.__--1,,�4_1 -11,I­(4-1_1If_4­%...-l,I�1I-_,-(-")� _"­,"1�1­_�'­_I-IP�P�"�­.V1 f1-�_IA[o 11�1 Ii:.T-�,�II­_­._s�i1 1v�_L._22�jI1I',�.,1.�_­.I\_.__I'.1(,_-;I.-I 11/11 1_,i1,_�;I_1 I,­1,;"1.I4,_,_11',.,,.._1,­*_l,,>I-_>-_tI_I "l"."-�,,-I_I I,__.,I1 0-'=_`,1..-A_1.�Ir fI-4�=_"1..I1_11�'­1.I._l,_=,Z-. 4.1f,.V-I_-I,_.I II-j-1�t�I­=II:­4,­1 I I7�_.—I-(I.I,"'­01_,-"4�6__,I_­�'�-4 kII-,'_LI��_.4—C�d S�-"-.­I�._/1-__-.1.,�%f­I,.1-,._,,-1 I­WI.I-­-_1-IJ_"_-kII�.-IIIi� I*-I,�--I--I�,-_--_\.1..1,_.11-41_,�\,11,_I,(,-1,,�I,.,,,,�.V�I.,-1_1,_L-,--l-1_�1/_­­1,1I,I�,,1,,_�_I�I_.-�'r­­--,,k I."_�J_�"-I��(_,,I I-.�I. 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I k, � � - , =�= ,L I � 1 7�� ________ ; I __ ., _,___ IT=- ", _­_ I �­_-_­_ "I - — - 1-1-­- -- , orowL, 1 1 �, � V - X,_____,____1___]_ __-, I I ----1-!-,,��__f 1.11�-,�� , - ­ It pov � I "I I d . ­ - t -I i'KI,� I , . �tibt � I , � I � I . I- ,� . ,, � 1 , i : ., I i ,���If ����­Ti 111C�_` � - A65 - i -.---I­ A--- f W�4?w 1 � F-,Lt I . i � / I f "I � I � ­____­� ii�ii � wo(1, '' F . - i � I 1 � , � . . 11 " 1, . I F .1 L ,�_' . q I � I I "I I � ---� —IV- __­_� , ­'---___1 � - . � Z, . -�-�,7­=�_____ ', I L � � I , i �P, i I , _ xt%�,­_ � I ,_4A I � �_ ..L " i 7-­ I I __ j_ [ � L�� "Ll.11.� - i EJ -I—- . . --- _ _________ _ ___ i -- - 4". 1 � 1__�=_____=_=,_ � . 11 1. I ...­.­11 - 1P - I I ; � 11 I It � � i ��' . . - i I � i 7- .�,�"i ' ______�_*�, 1 ­­ I - .. , � � lomf,lo ovol �4 i � � ,�, .� I I I i I I � I I � .I I � . � I MOP, (r"t, "� . _� � I ftl4f V96f, I k;� I ovWf, ;! ,, . .FOP40 041111Z_ I � �4`m? rim-W I I � ),#�,, I alwltl ! I � I,-"-- , I I i ; � vrl til I : I I i . I I - - �iOIUMPII , . I � . I '. I . �� � I i � . I ) I � I I � I ) i �' I , : � I . I : , , - . i I �11 11 CA , I . I i I . I I � � . yg��2140 "m - .. A V1?�/W I wo, I ! I � 11 : ­_11­­11­_­_­ � I I _­__�._ I - I 1. I 11 ___­ � I 1­1 � — I � " I . I I . . I I I � I I � � il. I I � I � � I I I I I I . ; i I - I , � . k,I 1, . : I � ; I I (:D— - - I � I I I 11 *11i, , I . . (D_���� I I I i -_�_ I __ 11 �: � I . C� I (K)__�_L_ . I I @ 'I, I ! I � � - I I I . I .. � I I I 1. �1.1 � I � "I I . 1. I I I I I ; � 11 I I : 11 . -I . I . � I � 11 � 3011, 1 i I I i I I � � I � . I � 1. I . I I I I I , � I I � I I 11 11 I : I I 11 . I ( �. � ) : I I I ! � I i ­ � � i � 1 I I I � r I -1 I I - - I— I - I )A,-11 i womm"a-m-MM&MMO." 9& I I f � i � i I � � I q i 7 ­ , 7 I i 11" i 11 1! I I : . � I i _ _ - i - I I I I I I .. 1 . I/ I � . � , I . I I I I I i � I . � I i / I I � , I I . I / � I � � . : I I 11, � I .. ! . I I I . I I I I I : f . . � . � � I I I : � 1 I ! � ___- '-_____ - - ___ _____­_­___._-- .I----- ------------------'-----F--------------------------------------------___ -__ - - -1 __ - __ - -----------__ ___ - - - I I - __ -1 1_1­111 -, __ _- __ I - 11 __­­___ ----­­-------- _1___.__­__­__i -------�-______-I--___---_____________ -, __-,__ __ �­- �- -�.____ I ­­ __..__1___________,_________1--------__ I- I _­­_._11__ __ 11--­ ___.___._ ------, __ ------- ---------____________________ ____­- ­___________�� ----_ __ _____ ____________ _ , ____ , '__ - -,--�------,.,---�-"-----�,-��---,----------.-"----------�T­ ____ _ ­_ ------- -------------- - ---- ---------- -------------------,---------------------,------------------------------ --------T I I I � I r n ,.. r e K l l Y GENERAL NOTES 5/$°�, W. WOW I. LOAD CRITERIA V W1 Yv7 Null l i • 1 ►>���I , Resiaence j 1. Snow load-Ground snow Load 25 psf , w i 2. Live loads: 10F(8"MIil1 amo wlABlt) ' Attics with storage 20 psf --- Attics without storage 10 psf 'Gyl Decks,Stairs, Fire Escapes 40 psf Exterior Balconies' 60 psf. ' Rooms other than sleeping rooms 40 psf Sleeping Rooms 30 psf 3. Wind load design based on 71h edition of the Massachusetts State Building Code = L.. - for One and Two Family Dwellings and section 5301.2.1.1 item 1. iij4rt+ti, ---.- _._... ....- -.- -- . . =- - SOUt}1 Malll Street Basic wind speed(3 second gust) 110 mph 1 Osterville, Massachusetts u..._. Exposure Category B .," --� -' ~ � II. LUMBER AND SHEAR NOTES 1. Stress-grade lumber shall be in accordance with"National Design Specifications for Stress-Code Lumber and Its Fastenings" i. f---f t (3 f,174*jWP I.% o"WIW$Z by the National Forest Products Association(latest revision). s 2. Framinglumber shall be SPF#1/#2 Fb=875 psi, E = 1,400,000 psi not including adjustments or approved equal or better. I� I� -G � P P g J PP q h.illc 7{Ei4 I ) f �G170P $"G _ T T >, _ ✓ l i'(; 3, All post loads are to be followed down to solid foundation. General contractor verify in field n># �- - ✓ �< ; ' r �l 4. Provide solid blocking in floor framing under all posts unless otherwise noted: (hiGayJi � ` i' t i� � i � � Y ,' � iE �t AI 5. All work to comply with state building code requirements. 4. 4 Y � b, = ` ' ,,y 'i„ 6. Any timbers and beams exposed to weather shall be pressure treated. 2ii r .51i G>J f , 12 �U w 7. 4x6 and 6x6 posts shall be Douglas Fir 92, Southern Pine 42, or better. I V, i y, t c >( 8. Rafters fastened to multiple member ridge beams shall be fastened to ridge with a minmum of 6- 16d toe nails(3-each -.-, > .-. q ?,.? Y .._._ �} 1(�LTILAL I�P��., ht�ra.2,�✓ 4lamwh side)or proper metal hanger or approved equal. ;. "h h 9: Provide a minimum of double studs nailed as a built Up post)post under all floor beams or multiple joists and headers f XID. unless otherwise noted. _ 10. Provide suitable foetal hangers for all flush members unless otherwise noted. Coordinate finish with material attached. , •{ 11. .Provide Simpson H 1 hurricane ties for all exterior rafters to wall connections. h 12. Provide Simpson LTS20 strap tie for all exterior wall headers to jack stud connections. Double connector at continuous n" headers over multiple windows. Provide Simpson DSP to connect Jack studs and extend under lowest sill. saw Simpson LSTA21 straps connecting opposing rafters at ride if collar ties are not 13. if roof is conventionally framed,.provideS nips p � PP g b used or installed per code. _ ?G` r .. _ -� . . i- 1r i It `' 14. APA rated Sheathing: Wall !, ,Roof 5/8 Floor 14 . Fastened per 780 CMR Table 5602.3.1 and Figure 5602.10.5 unless . - < t. g , P g �� � • superseded by more stringent specifications. :gig Ip 15. Exterior sills shall be anchored to foundation with minimum 5/8"diameter anchors with minimum 7"embedment and spaced - »-`- g ` i ,; � ,:� _`�. �' at 32 o.c. maximum, 12 maximum from corners and no less than two per wall segment. Plate washers x3 x1/4 0 d an late washers or a roved 16. Tie down porch hip beams to concrete filled column with min. 5/8 dia. ��alvanized headed ro d p pp �. - l� r i equal. Provide 8 minimum embedment. q J� I' -`` /` :h � . (j." svli•i - II �" ! t 2 B 7. Fasten all h plywood or OSB sheathing panel edges with minimum 8d nails @ o.c. and 1� o.c. at intermediate members. = emu; " '' 1 P, �P g �. -- - _-- _ r connectors on drawing are to be installed as per manufacturer's recommendations. 18. Holdown and other � p I ' aXP '11. PRE-ENGINEERED LUMBER _ g1rlu � ICNaWN i' - _ w Veneer Lumber LVL beam to loaded only shall be clued&nailed with minimum two rows of 4' p - 1. Two or three Laminated ( ) P y Ct • �l Cr�ll ;4. �� -* - ,.-�"" -^-; ..,, : .. ., ; : � ,...:. Zi } _ 16d nails at 12 inches on center.Three LVL beam shall be fastened from both sides,unless noted otherwise. Side loaded _ . _-;,nlrive7ar 1 _ -w - V beams shall be fastened with minimum two rows of 12 dia.thru bolts at 16 inches on center staggered.Refer to LVL LVL b gb �D��17 �I for additional information. _.... - manufactureri -„ < , 2. Provide 3 min. bearingunder LVLs,unless flush framed, U.N.O. . $�1 4 qs T -� '� ` • 1 , ( ) �1z 31 1 _ "f- 3. Laminated Veneer Lumber(LVL)shall have a minimum. Bending stress(Fb)-2800 psi, Modulus of Elasticity(E)_ - i � � - 2,000,000 psi,Horizontal shear Fv =285 si,Compression perpendicular to rain(Fc)=750 psi.Any adjustment factors gunk; P ( ) P P P rP g - shall be approved by structural engineer. �, v, -'�, 6'rtjP�. YGiiG0 i .. 4. Pre-engineered lumber shall be protected from moisture duringconstruction. !: ° "+� r. ; 5. Provide necessary bracing during erection to keep members plumb and secure. specifications and notes for additional information. - =F � ? `� � -- - 6. Refer tomanufacturer's •' < , .�., - ._. . - __. _. p _.._ T _�. ,,. ,. :. % ..-. ..y.:.,. _..�w.n.. - _� Anderson j A n Structural Engineering Inc. V. CONCRETE NOTES I -' ire{E I it ; 11 ,a;il , „ 764 Plain Street r � x� - un�►vol�, - a e latest _ de and Manual. ..; , �, ,�x�� I e' ►t f ,�, i. All concrete work and reinforcing bar details shall conform to the s A C I.Co i r >� �' l.il1 1 I2 GMu W 1 �, hi 000 psi at 28 da _ a Marshfield, MA 02050 2. All concrete shall have a muiimum compressive streil�gth of4 p ys ## k4 Oft' ' 2'9�^� xlJ, a I 'f k`. i ' 11 3. Minimum.protective cover for reinforceiz�ents unless otherwise provided for: +� d a: Concrete laced against earth 3" i€ t _ -m, a r r 12,i 9 ( , if,i rii ''3 : ;yn - ( $ }$37 69 Fax( $ } 34-6253 I P 1. i, lf b I 7 1 49 7 1 8 �. t s b. Formed concrete exposed to earth,weather or water,2" 14 1? _ ' C. Drape mesh in 4"concrete slab. 11 x 4 /1 >1 p t �- � } H M �?, I NOTE* 2 Y. D "0.G. � ' � lvt �, _- --__ 1D � F � �'16 •T1(PIWk� 4. Reinfoircing steel shall conform to ASTM A615-GR60• � �. � r y i�rtt� ftj C�iciU1J(t 116y 111 = bRDWl1W tAM�'WitPPOWIif( r ,, as i>r1r i(�1 . r VIE. Eu�Is�I'1avG BUILDING Noes � ' - - - 1. The Contractor shall verify all existing conditions at the site and report any discrepancy or unforeseen conditions to the i t}t ?1 `.%,:: '` SALLY Y V ES 1 O ROOF FRAMING _. Engineer before proceeding with the work. i .v �' �'w PLAN i-' ASSOCIATES VI EL STRUCTURAL STEEL NOTES L All structural steel shall be detailed in accordance with the latest Manual of the A.I.S.C. and American Welding Society. ; O© 2. Shop connections shall 1�e welded or bolted. 3. All field connections shall be 3/4"high strength bolts. a 4. Paint structural steel one shop coat unless otherwise noted.however anchor bolts and steel enclosed in concrete shall.not be painted. 1 �chifecture•Planning•Inferior Design 5. Unless otherwise noted,provide suitable bearing plates for all wall bearing beams. 6. Contractor shall provide all bracings and guys for structural steel during construction to insure stability of building and . ' plumbriess of columns. r :.,-.,...,..,,.,_.-,i}M._...�.�....._,�...�....._.;_,�. i 222 North Street• Hingham,MA 02043 Tel(781)749-8058- Fax(781)749-6486 it 5/6"P GALV. THREAIDED no., revision date VWILTI ,WT HYI5f� 8'-(ra" 8'-011 lki"x2G�GA, �x9sa CsALV, � RD1DS �' 4-�1- D.G. MAX. t " tip. GOMF'©SITE DECKING '. No / � i %,N, GALV. THR1+AD;=D J WI€1F loll` tV r` I 11 ,1 MAX C3 EMel=DJ RODDS a 44"O.C. MAX. u FIN. FL. 6 2 -(lD� 2'-Il" � -/hiE 2'-I{" 5' O" 2 2'-li" 2 �� �eXF - UJ2.9XUJ2.9 W.W.I_ _ 2x4 P.T. SJLL { € fl IN ;0t100-a n W/HILTI 'PIT PYIFa _ _ IAIN, it Li � G5i•1 MAX (3Y EMBED.) - 1 - t I - t_.wl• E r_10A53 GALV. IIJiQ> - 3 SIM. - l 2 - Rowe %"4, c7ALV. To THREADED RODS EX, IID. WALL GROUT OR STL. SHiht 32"O_C. 5TAGGEF E . ` GALV. TNf AD EL7 W/HILT1 FAIT HY15>a MAX iAX (3Y" EMBED) RODS W/F�II_71 HIT NYI50 MAX _1 ADHESIVE (3 / EMBEDMENT) + 2 v Ct(O 'a _ ✓� N � M d fN _E3 R Cx Z O Sall Wes ton Associates Y WALL SECTION GS{,I 6CAL5: 3/4" . 1'-o" i x � x 1 0 _ ThesePl 1 _ _`..: � arts,Ideas,Draznan�s,.:Desi Arranp�eal�ts and any ' o _ $ G '{•� „ °x2PXaA. G /�{.�/. v' LO related documeNhs are,and remaitt the sole property ofSally SCALE: 3/4 I'-�" '�/ Z' s+l I'Veston Associates,Inc.and are not to be used,raised,reproduced 42 0 GALV. THREADED ROOS or.publish,Irt whole or in part,without the- egress,.written 44"O.C. MAX. LUMILTI HIT COMPOSITE DEGKiNCz X petmissono£Sally Weston Associates 2 _ 5/e"4' C,41_1/. THR.EADED I-IrEo MAX C t" EMBEDJ &X& - W2.9Xl1)2.9 IU.WF. in 0 MODS Z4"O.C. MAX O.C. _ x U . W/3"60. PLATE WASHERS - ® #oft no. �rao� ALv. 20sA, eLOSURE 's d -lv" 3'-e" drawn checked CTY ANGLE P-) 0 � " scale date . FIN, 6RApE ,� _ . 0 -- --- t l, - CiOx15:3 CsALV, t� CONT. � '�r, (TYF'.) Y FRAMING PLANS G CE(dxt53 GALV. W/ , ,. . - - - C1OA5.3 GALV. W/ L_ I _ - MITERED coR1`fERS - �ir coNG. 5LAF3 ON l�'z"x2A. I " 3 AND WEI+DED PLATES 4 WALL SECT[ON psi, sl. STRUCTURAL DETAILS UE>+DED AW-iLE G�{,I SCALE: 3/4- . 1'-m" f l owv coi�lf=. STi_. DECK W/6X& - L1J2.9 X L7Jl9 W.W.I=, 2 - Ufa"m BOLTS � 2 - %`0 GALV THREADED 24"CO.C. MAX. O.G. SH OF ; _- RODS W/HILTI HiT F1Y15fd MAX K � GA >�1� �°b �,�rdi+��i,�li../ ADf-tE511rE C3 J�1 EMSEDMENCJ RIB rlG 15T FLOOR ER'41'11NC �'L,41� �gss4 BOUT+I hiAM ST. - o3TERv1L1 MA3�4GMJ3ETT9 bfll"�1 ' fll �i' - $C4lTr1 MAN 5T.SCf7UQ1J:, 2-2xO HEADER &GALE: 1/4 - 1-0 M 4r.HUSETT& 16T EL F1 At'lING; _DETAILS v 1 c11 �� i�7 CSHOLIN OVER EX. FOUNDATION PLAN) iJ' �' �. 1=fz,�M I NCx PLAN S. A ti 13 ( Gt{krl(e 4 I Ga tl 11 NOTE: HELD VERIFY ALL IDiMENSIONSl TRUC S I Date: 0145108 Ande'r'san Structural _ b �MgpfE 'vl t� ;<< Dater o1/25/oa Anderson Structurtal N0.' a , .vo. r�8 N TOP � SLAR PLUSH W/, TOl`? OF WALL xa IDS-¢Y9s • 3 scde.;AS NoiEI7 Engineering, I7zc. 1 f1 „, > (o $tl�l SoakAS NOTED Ong neert�g, Inc. lUr4LL SECTION 764 ,4tn Str"t . Mdrsh geld, Mel 02060 2 oS 2 ®� Plan» Street G�jf E i SCALE. 514• . 1,=�" Drn, By. RA f' Ds�. By: R,.a,, ar�rsr�;er-� a� a,2Qso g OR I