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HomeMy WebLinkAbout7 Abby Lane Permit Plans 132-2011 - Plans - 7 ABBY LANE 8/17/2010 REVISIONS BY , I " 9 ` s" 71 1., w i L : t . _ - e — — 3. d I 4c i' !r i I „ ' - rw,`uti M v � . h F' r w k F. i Imo. � ,/F.._..... ... __ T .."+at _ lu Ilk LU OEM Uty 17 ` V7 .. t , 1 I 17 t LU .,..-.,-...}--.,....._. .--..-. �:.... .. �. ' __..,,.,..... ... .._h a....,. _ . # _ _ .. . . __..,. .. _ oj 41. a. A pp E ( LU _.....,._..-4 ., Fill-110 flCiL7C7C7 7- 7 ....... _ I fl r 41 k ,NA. -- I 1 kk ORAWN z C c i �4 " -ww�r�^' �,��..(�"" 4 • � i.,.,n ..,vrer.� ,.w,.wn a","w� :��. � � a-� �. .w•fi �',., f kp AT E {q SALE a ` w u ', z " �? .!©B lily. La.N 0' 1 N E E R SO a' 14, DRAWII�'Ms SHEET CONTRACTOR TO VERIFY FOR ALL SITE Q01,1DITIONS AND DIMENSIONS IN FIELD R. UILDWra INSPECTOR J%. DO NOT SCALE DRAWINGS 7,4 6W .: OF SHEETS " �, __.�_.,�._.._.�.. �.�,.,.�....,. _...,__.�,•.n....a:�a..�.. �,. •....__.__._�..Y__._.._._..w.., ...�.., .__,_,....�nW_......�. _......_...�___________.___�.�.�w.��..�w..�___ ,_„___�r_.r�.,:,......._v _..._.__.______-.-,... ..,.,__.. ,w__.,.�_._,,�..._.�. .__r__..�w.��.._,.,_M.___,__�.�,_,.�_._.� . ....__ qyyyyy 71 PL 7 1— { wx+-._—+_+my.w...mirsmwm..o--.r.-r--�-=-v .. wnM«-,unevo-.-,w«wrawW.�w.w•-ne-r..u+nn,w»wr•.w.v..vr :i.p.s„-. .. ��..:.,..-e�. -.-+n..+x..«.«�..-.-,.._....._..,..,.._..,-...--�.-.._......«..«�........ ...«.,..,_...___..__�.___-m. .,..w,«r..���___x.-_.......-m.� n .xnnv+rtew,swm,nenmemmv*+umvm�'�im+?a.'a':Rm+:�«ew:aww.nuvwvc: a....,i-.._:nm.nem.mM.cvmm�aypr, f _ w _TM _ ell PA p eo w _ ,213, 2F.,A r7 act ---------- � r , _ � xr ¢ w RAf 6E:0 W LD Lu I r , < 1 A < �n - J n ti tl r� z cr i • rel s ol Ni , _ __...._ry.. _m. •,. l� w � J!1iR;NaruFWNk' � 4 �� � f .., ... ,. F T _._.._ —_.. r. ��t a � �'°�:� •,>"�`'r�; _',, '`-,,,, ——__-___--___....__ _ CAS-08 ,a �rf 1,0 wo f a 4t .m... �' _ f _„.�. r j .+-� _v m �r ........... a E woo M� 141 W_ a , NOT �111 BE ED �+up mSSION r 15a, w�w 00 - -- _ �p P i {� 9 ! nn D LU lu _ ,.�� " r c',Mom FLh OPW _w r .. rfititCP f y d ,. �.w�. .,a,�„�.,w��.�., .mom �...n,:«..,,,.. µ � ...;.._.... ,,,. ...b�.,.�.�. ,. . -.. .. .._.... ... _ �......_.. _..................... _ _ , ... � �... .._.... .._. � ... »n,�..,...,. .. ....... .,...,.. �.,.._ ...a ,;,...r ,,.,.., .�.um..«....,� xu.v.,,,o.. .....«w._.w.....� ,„. 1 ^� b a N - _ uA 1 600 0 He rW a ;rq�' .m Zip! .PNww.�....«..w. ...,..., T� � .�. .,„........,,..._.,., .................. .... ....._,__,........._...------- .,,........... ,. o.....M. ..W..»..� .. , , SCALE- _.« , .n ., ..F. m .. . .. m, .,. R VA JQ .ACM NO. SHEET 1. ALL DWENSIONS musrr 3 BE IV`>TZ.F=fix I Y CONTRACTOM game _ � l3da . _« _. _. .........._.. FTC 64 D a. JOP I rloe-5 E INOT TO LE, jfsEj) ff -A -ttu in Z r N, gs : k p p p per ' I 1nv��� a : v lu �— OL u-1 LPG I Q. ell ll.�'� �° µ z , R . . r ax � I _ r� _ pp . p i I . inNWb1vW� w„ '7wcv W�awWa+ :a:&.,,,�yr Qk !d% SCALE SHEET 1 a I , I mr �r , W2T 4 14 tr A-T -tH( W4 ;L W w ► LJQ e " �d y49'' if' ,, d'I'� .- .,., � � { l .- .�-_-,.,.-.---.,_....-`""--•--,_...,:.,,-..,..-,--.—..,...,:.._ ".._..,_....---...��r..._,..:._e.�®w .,-. ,.,, ^.-::.w.w:,,,,:w $1 w -.-... ....,... � �9 ' u T v e-A ..: , r f l ' _ ----- � I , �° �w 1 iCOPYIIIIPM-11,Mloi s y .;" AlzCHUTE.kZs ..y , W �1"� PEAvli _ ,.. I- 9 C ,, olli,,411 Fe ',ram yam, I: �r I l al —_ LUy « I I I . ` p . 'T � -2,,4 P a e ti a fl � kw , leg", s0 CID < cvz j[ r,. " L. . .__... . I F Cot m coX� FTC, Jp 1� 14 p '. w� &w � wry. i. a✓ Yy,,�'�nea: OFLA RENCE M^ a u.iryy r P i�J O i i r r s i 5p _ 1 A L;l "F 'A9NkY�' M 2 6 : 9 , ObALIIII s q s ",r✓" ' ., ,/4I .✓` , Mr „ _..__.. -ry-._., ., .. � p � � I omm 1, ALL DIMENSKMNS MUST BE W RIFIB : BY C,0HTRACTOR, o. �:� ® 0' . ._�_ __--� _--- . -- � .�_w ,gym' t� FEL._ # 41 - Ik 11 Fa� _7 7 ie;r. a m* d, y. ,k .. 1..,.. ___.._._�._..._.,�__ _....: ......,.«,-,w. �r sr✓ ,, �.:. e p : A , # N i 9 LVL � 8 , }.. M Cam+ r 'rM✓ "., yy: eR»,+"F!al' r'9 P' Aw :fir 1 W 1w ... 1 1 . ! i wpm . YY 7 ",-.r.—r+w.:._w..-..,,.--w_......n.»w...wwm..w.m_.r+yemrw rtannn. rvxvws..J,cw......., .....:.,::;.�.:-«.r..w_we..»»�.rc�enw:.,..+w«+n,„:::.::.. ..::.�:...nvn.•w..:..;':. .W .....,..:., .0...,v.m..:,...,W.....a '�...:a n..:.....xw ]^'h/tTALL :,.. HI.., U NCTUVMS '. p Vyp V + IY,W.11 9 G � m i1ul i E_ — _ __,_ 1 .. If N1 Nk If ,ll !a Ft �_._ lu tl _ .. EO uAL _ _ 7 _ _.�_ ...... W1.04 as .:r. . ,mod �) —. _. 1 r .______TV Al- ..-._ PLT. v. t tti � lJ rr iell LLwJ � 1 rN It 4 A► .. , _ I 1 f p « N _ LA 13 wg „ iCF'YR G titl d « �w^ SCALE , SHEET ALL DIME ' Ag.)NIS hqjjq­r BE VC.RiFgEr.) My CC4',rrRACrrO*. . OP SHEETS A Z4- 4331 ■INVIS'fONS BY µ STRUCTURAL GENERAL NOTES:. 6/10110 RESIDENCE LOT 1 ABBEY LANE,NORTH ANDOVER . 9 LVL BEAMS SHALL�EQUAL, ALL IIIr�S 1 INSTALLATION D I3I�,IPEI�THE CiTRId.Ed,I300 PSI,Fb-26t71� 1. L � CURRENT EXT>;It'TC)R PSI.,OR APPROVE MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS ALL COLUMS DESIGNATED &�� � �� DECKS,PORCHES&STAIRS ON DRAWINGS AS PARALLAM PSL TO BE 1 8E 2500 Fc,DO NOT KNO`ICH OR CUT LVL WITH ANY HOLES EXCEPT AS ALLOWED BY IMlANUF�4BTURER. ,C: 5§�q r ua BEAMS OR PENETRATE W ED TOGETHER DECKS,PORCrIES AND EXTERIOR 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS I O BE CONNECT �' �ti G to _ -_ __ STAIRS TO BE DESIGNED FOR THE + . _ _. _._-.; i ----rN� _. ._. SHOWN ON THE DRAWINGS SEE DETAIL OF �j PADS: - WITH FASTEN MASTER TRUSSLOK AS - FOLLOWING LOADS: 7 CONNECTING LVL MEMBERS TOGETHER, � � � �����:c�ra�� APPLICABLE, LOAD E, .PSI'. SPVT+EJF'4 DRIFT IF LT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 APT'LICAI3L E AND WIND i1PLTI"r 4. ALL LVL BEAMS TO BEAR ON BUILT TED ON„ X 3.5 OR AS DESIGNATED I L 2 " USE 4.5 X 3.5 5 LVLS USE 6 , 4 LVLS F � �-try ,: _-�---_-�. _._._ �__.._ � ___... (;,IiI±�ATER OF 6tl PSF OR:�300 LVLS USE 3 �3.5 �. � �:�. �P��`r� _ FORCES. STAIR TREADS: THE DRAWINGS OR ON STEEL. __ BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE „ i1 5. BEARING ENDS OF ALL B � ,�. �t'�� �a� I LB.C(I1"e�C'I±,d�ITRA'T'£�D LOAD, ' TO BE ATTACHED TO FRAMING WITH Sd NAILS r�r 6"OTC.AT � ��� � � �E I �m 6. ROOF AND WALK SHEATHING � � � �_. GUARD A3S!d) H�N.I)RAILS,2p0 L,.I�S PANEL EDGES AND 12"OC,FOR ALL FRAMING MEMBERS NOT AT EDGES - II _ II M _ IN ANY DIRECTION AT ANY POINT M BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE SCREWS IN FILLALONGTHE COMPONENTS GUARDRAILS 50L iN- I "W��..t`7 F �? "�+.r w+��' k.. �"r ;. -._.._.._...._-----_--. T_...._._ FILL C"®IkTP()l'k?EI'�TS 5(p LI#S 7. GYPSUM MINIMUM OF ! ACCORDANCE WITH ASTM C 1002 2 12"OC.AND SHALL PENETRATE FRAMING A M I 3 ' _r w ,.._ �. -r,.__.. .. 2. D a ti v a HORIZONTAL ON AN AREA EQUAL 5/8" " _._ r --iMt _try. __ y ry T. 8. ALL OTHER FRAMING TO BE PER THE 7TH EDITION OF MASSACHUSETTS STATE I ' I - _, _ ° TO 1 SG. O BUILDING CODE.FRAMING LUMBER fb-$75 psi, E , p RLI K IL ZING ON STRONG 'I"TE 9 ALL JOIST AND BEAM HANGERS`IO BE BY SIMP'SON STRONG TIE,TNSTALLATION`AND I ..'.. _-- ►_... �y DE;I FTL t'TINC CONNECTION GUIDE FOR CONNECTION NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS, G I . R g. !t I°" - W W - -- - TIE AT THE SAVE END OF EACH ROOF RAFTER OR RE S IRi^a.MEN 1'S AND D T.�II,S. 10, USE SIMPSON ,HURRICANE t : �t° ' -_. � . _ _.:.:. CONSULT AN ENGINEER LT Tx TO TRUSS..ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION k P t Cm VERIFY L1ECK I�ESTGTT'+N AND PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS AND SuvWSON STRONG TIE RECOMMENDATIONS, OR CONNECTIONS PRIOR TO CONSTRUCTION, STAINLESS STEEL. NOTES: _ SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW'SUI F ICIENT LEAD 1) SCREWS TO BE �A5" StA h�sT-&p *14 TIME FOR DELIVERY. � n/6-��m �� 'h> usc ° ALL EXTERIOR SIMPSON '4m41 ALL PRE-ENGINEERED JOIST TO BE AS SHOWN ON DRAWINGS,OR APPROVED EQUAL AND / ' ` '} 11, A SEE DTiA'4'VTNGS I�'OII.LENCxTI1 OF SCREW AND INSTALLED PER THE CURRENT MANUFACTURERS INSTRUCTION AND SPECIFICATIONS, C 44 a D CONNECTORSEA TO BE CORROSION _. ON CENTER SI'AC;Ii1TO. PIIOTEC�TED, CONTRACTOR TO INCLUDING BUT NOT LIMITED TO ALL ACCESSORIES SUCH AS RIM BOARDS,WEB f 2) ALL 2 MEMBER LN7L BEAMS TO RAMIE SC II-EUrWS COORDINATE TYPE OF STIIFINERS,BRIDGTNIG,BRACING,NAILING AND CONNECTION REQUIREMENTS, ETC.,DO ,<'" FROM ONE STI3E, CORROSION T'ROI'EC"1'IC)N NOT KNOTCH OR CUT JOIST OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED r°' 3) ALL 3 OR 4 P►fTEI'wrBEItI,VL BI�A[MrIS `I'O HAVE ItEQI�iTtED WITH I'HE"IYPE OF / +t j SCREWS FROM I SIDE t '" PRESSURE TREATED LUMBER BY MANUFA BTURER. f� ,�`' �/ �,�' z` /4 A-D 0 I 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE S UNLESS OTHER�'ISI�,NOTED ON DRA'IVIT�(�5. SiII'PLI�D FOR EXTERIOR MANUFASTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS T f M T' ,.-'" �'° � 4) USE TYPE OF SCItE�'I'SI'EC'II{'T:LI)I)CI NOT FRAMING,AND SIMPSON FOR LVL BEAMS AND PRE-ENGINEERED JOIST. ' `�O SUBSTITU"TE AS C:riPACII !'MAY NO`I"I3E STRONG-TIE RECOMMENDATIONS 13. ALL STEEL TO BE A36,STEEL COLUMNS,WITH BASE AND BEARING PLATES TO$E BEAM WIDTH*S" * /z" PLATES WITH 4-3/4"HOLES,BOLTED OR 'GELDED TO BEAM,OR AS t, DE TAIL OF THE LVL MBE TOGS CONNECTING SHOWN ON DRAWINGS. i s 14. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTER.UPTED SUPPORT ALL R SPECIFIED R AIV SPE HARDWAREORD .. MAY REQTJIltE A SPECIAL ORDER. ,. ' FOUNDATION OR ONTO LVL BEAM. WAY DOWN TO THE 15. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS ALLOW SUFFICIENT LEAD TINT E THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGTNNER PRIOR TO r�t J C' FOR DELIVERY. NO " PROCEEDING WITH CONSTRUCTION. ', SC.flBS1"I'I'UTIOI�iS Wrr,L I3Ia', T SYSTEMS TO BE INSTALLED PER BIG FOOT INSTALLATION MAIiJAL fl6. ALL BIGDOO S "-` µ ALLOWED'VA''ITHOUT AI PROVAL � " ' 17. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT I? ' F FITOIkT THE ENGINE'ETI qL uD DRAWINGS INCLUDING SHOP DRAWINGS.. 18.. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW a LOAD 50 PSF,DECK LL 60 PSF WIND LOAD 100 MPIT ,EXPOSURE B 19 .FOUNDATION BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT, 20, WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 71 EDITION OF pp THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS AND ALTERNATES AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW I OPENING SIZES AND LOCATIONS,OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED - ..._� ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF - I THE CODE, k I THEY 21. THESE GENERAT.NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THE _ PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. DO NO T DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED BRACED ALL PANEL ADDITIONAL CONNECTIONS 'WITHOUT APPROVAL OF THE ENGINEER.. FOR ALL TERROR WALLS 5602.10.5 22. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION ETA k L L �' � > :Tt rA F F-E, L-r_-°C PANEL-SHEATHING SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORD WAS CC�NTINIJ US STRUCTURAL PERFORMED ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES ALLOT ER.MAILING NC1T SHOWN 5 02 BE INSTALLATION REQUIREMENTS AND THE 7TH EDITION OF THE IN CON RMANCE WITH TABLE 5602,3(1) MASSACHUSETTS BUILDING CODE FOR 1&2 FAMILY RESIDENCES. OF THE MASS. GORE 7TH EDITION ` L In Lu ENGINEER: LAW R.ENCE H. OGDEN P.E. 1.98 EAST MAIN STREET SEE PLANS AND � � �„- GEORGET'OWN,MA. 01833 _ -_ _._m._ __ SECTION FOR _. _ .....__ _�_. REQUIRED uj 978-352-8318, ctell978-502-5921 -._ HURRICANE'. CLIPS "� C1IST&BI AhI.DOC 3l25/10 SPACE I AND CEILING SF'AGE �o�c Ott 'Iv8 nu;«- .....� _ � Q RAFTER CONNECTIONS _ '4 4. CTNTR[1SJ 2X BLOCKING'BRACED'�11,+ALL PANEL ADDITIONAL CONNECTIONS GYPSUM WALL PANELS CONSTRUCTION CONNECT DRY WALL 3 -8d @ 6"O.0 1!! METHOD,5�5602.10.3 7TH EDITION tu WITH TYPE W OR S 3 - 8d PER BLOCK' 2 X BLOCKING � > Ln SCREWS @ 12"OC PER TOE NAIL ALL OTHER NAILING NOT SHOWN ASTM C 1002 WITH AT STUD RIM � � � TO BE IN CONFORMANCE WITH MIN PENETRATION T,Q FIRST JOIST TABLE 5602.3 1 OF THE 5/8"TYPICAL - MASSACHUSETTS CODE 7TH EDITION GoEcr JOIST SPAN tt I 6HaATNtvC- wtTW " 1 �I a �a t1JA G e to"Oi. PMJCC., 1;.41C s►$ _ f-- R� M2,a 6asTftt �eS 3-16d EVERY 16 O.0 t I OF BRACEWALL 8d NAILS.(2 1l2"X .11'3" INTO JOIST/BLOCKING 16d NAILS(3 1/2"X .13 a" 8d (2 112"X,135") TOE NAILS 2X 88.? _- (P 16" O.0 3 PER BLOCK BLOCKING Bd @ 6"O.0 --..__..-.... ` RIM BOARD JOIST SPAN 711 CONNECT DRY-WALL TO PLATE TYPICAL WITH TYPE W OR& 5 - 11 � J Ll �FCt 7iaactvc s�acsncPa�.t,W�� 1 SCREWS 12"0.0 1 __._...._ _ PER ASTM C1002 WITH MIN PENETRATION OF 5/8"TYPICAL PERPENDICULAR TO PARALLEL TO .;. FLOOR FRAMING 1/2"A307 ANCHOR BOLT FLOOR FRAMING _ VV'ITH NUT AND WASHER �c��sT 3 1/2" MIN 12"MAX FROM END ._ PAN AND MAX 6°-0" O.G a:3.�N Ir�ir�„ OR AS SHOWN ON DRAWINGS MIN 2 BOLTS/WALL d3L47rt ce IE r,*r 2X NOTE: CAREFULLY THE NORTH ANI�GVEI2 BUILDING IIEPAI TMENT A 1f,�CN c.T�"st ., �`/ otct -a�_q ywc �.. DOUBLE 3-16d NAILS BLOCKING (3 1/2 X.135"} UNDER WALL BRAC ING FOR THIS PROJECT IS BASED ON SECTION 5602.,10 CAP WILL RE,QUIRE A FRAME INSPECTION AND CERTIFICATION L �.�c.� � t. ca � JOIST INTERIOR TBE7TH EDITION OFT tr ASSACMYSETTS STATE B�ri DING COD FOR ;I EVERY 1 1&2 PAMILY DFELL NGS AND ALTIMRNATIVEDESIGNS AS INDICATED ON FROM THE ENGINEER OR REAM PARTITION DOOR OR WINDOW OkNING SIZES THE DRAWINGS.DO NOT MODIFY fit. G �t t "jai? °C,nJ� Pw TJGM< L AND LOCATIONS oIzlle:IGII-Ts AND I.EEa`IGTTIs OF W�MI.s A3 zr`rDICAT�.D ON THE ARCFIITEC"I"I.rRAL DRAWINGS WITH OUT APPROVAL OF TFU_ ENGINEER,As Tarizs n�n'�Izr?s�II..`r IN i�ION-cOI�rPOlta��, cE'cvlTz3 THE ,` h I l 9 F_G-tC C" v rTJALL BRACING REC CvT OF TFIE CODE. I3RIN(`-r AI.,I1 DISCREPANCIES, I'R()P4'SEII DEVIATIONS AND 1 To k o' �nDE ACTUAL FIELD CONDITIONS THAT ARE IIIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINEER PRIOR TO �,� �'° �.� �z' � �� � " 0C . PROCEEDING WITH CONSTRUCTION. PARALLEL TO PERPENDICULAR TO DEC) NOT DEVIATE FROM THESE DRAWINGS FLOOR FRAMING FLOOR FRAMING � a I tv'5-Tr�LLA.-n0N PQ EflvP_ES A�JD o e � WITHOUT APPItGVA.I�t � c��.At�.�:I��:�-r� ..m e WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 5602.10 OF THE 7'T'II EDITION OF THE MASSACHUSETTS STATE BUILDING DING CODE FOR . DAr'Im e r I&2 FAMILY D1i7EI.LINGS AND ALTERNATIVE DESIGNS AS INDICATED ON D P-C L la0�C_F'� �Oiy��� O7� THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES SCALE ...-- AND LOCATIONS OR HEIGHTS.AND LENGT&IS OF WALLS A5 INDICATED -�.� ON THE,ARCHITECTURAL DRAWINGS WITH OUT APPRO�IAL OF THE ✓" ��I 0r ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE I J+L7 S �. WALL BRACING REQUIREMENT'S OF THE CODELAWRENC� ._._.. _, c HAROLLI µ IhW C) SHEET e 7'65 c r ° op, L ,fro �I ' SHEI=