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11 VERDON ST - BUILDING INSPECTION What is the current use of the Building? J�� Material of Building? � If dwelling.how many "I,the Building Conform to Lave? �/�S Asbestos? �) Architect's Name Address and Phone /l o/l/ S Mechanic's Named �J ci /S%moo �ZYjr�/ cSi Address and Phone Z/ »i Construction Supervisors License al HIC Registration S Estimated Cost of Project S yC�O or Permit Fee Calculation Permit Fes i S G Estimated Cost X$7/$1000 Residential Estimated Cost X$1V$100OCommerdal' -- --- An Additional $6.00 is added as an Administrative charge. Make sure that all fields are properly and legibly written to avoid delays In processing. The undersigned does hereby apply for a Building Permit to build to the above stated speciftcatws. Signed under penally of perjury X lU Date —a 0 N O T z s s � L F -• o 3 x - .F � � 4 ��'✓�� 7 � g `� Double 1.314" x 14" VERSA-LAM® 2.0 3100 SP Floor Seam1FS01 BC CALC09.3 Design Report-US 2 spans i Left cantilever 1 0/12 slope Thursday,March 22, 2007 09:56 Build 067 File Name: 'dC CALC Project Job Name: MATT BERMIRaHAM Description: F801 Address: 11 VERNAN STREET Specifier: City,State,Zip:SALEM, MA Designer: Customer: Company: Codereports; E-SR-1040 Viso: TT i it li ii ,li h I'ia ll ihli L'iigr ,"iu liii h 111 I,..,i:, i ll�Ii ,i}rii.r.„I,i�t I'i�i �,I gl:, !ii!^blip, i�'6 'rjr` a tll 11 u.,Il',Iv ,.II,����.� 1 I',,,.;,�I it IF Mill 1II�1� �blflil Ii IYI, II�I�d!I'! B,.i,1i J�, II 01-09-00 24t040 131 B2 ILL 1445 Ibs LL 1280 Ibis DL 1977 Ibs DL 17441bs - St.1720 lbs SL 1518 Ibs Total of Horizontal Design Spans=25-00-K Load Summary Live Dead Snow Wind Roof Lire Tao Description Load Type Ref. Start find 100% 99% 115% 133% 125% Trlb, 1 Standard Load Unf.Area(psf) Left 00-OD-00 25-05-00 40 20 02.05.00 2 WALL Cone.Pt. (Ibs) Left 00-OD-00 00.00.00 0 60 n/a 3 ROOF Cone.Pt. Ibs) Left 00-00-00 00.00.00 925 1619 n/a 4 WALL Cone. Pt. (Ibs) Right 00-00.00 00.00.00 0 80 We 5 ROOF Conc. Pt. (Ibs) Right 00-00-00 00-00-00 925 1619 nla Controls Summarfvalue %Allowable Duration Loadcase Sean Location Disclosure Pos.Moment 11733 ft-Ibs 40.4% 100% 16 2- internal Completeness and accuracy of input must Neg, Moment -4132 ft-Ibs 12.4% 115% 13 1 - Right he verified by anyone who would rely on End Shear -1804 lips 19.4% 100% 16 2-Right output as evidenm of suitability for Cont Shear 2657lbs 24.8% 115% 2 1 - Right particularapplImbor.Output here based dasign Total Load Doti. U384(0,749") 62.4% 16 2 propon building n de-ace Is methods. Live Load Defl. U679 0,497 ) 62,9% Irish es end analyses methods. I ' " 16 2 Instalktion of BOISfi engineered wo-od Total Neg.Deft. -0.137" 2715% 16 1 -Cantilever products Must In acmrdence with Max Del. 0.749" 74.9% 16 2 current Installation Guide and applicable Span i Depth 20.6 nla 2 building Codes.To obtain Installation Guide or ask questions,please call Notes (600)232.0788 before installation. Design meets Code minimum(U24C)Total bad deflection criteria. e0 CALGO.DC rstAMBRai,AJSTM, Design meets User specified(U480)Live load deflection criteria. ALLJOIST®,BC RIM BOARD'-,SCIt. Design meets arbitrary(1")Maximum load deflection criteria. BOISE GLULAMTM SIMPLE FRAMING SYSTEMO,VERSA-LAMW7,VERSA-RIM Minimum bearing length for gi is 3". PLUS®,VERSA-RIM®, Minimum bearing length fnr 82 is 1-314 VERSA.STRANCM,VERSA-STUD®are Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min, end bearing+ trademarks of Boise wood Products, 112 intermediate bearing L.L.C. Connection Diagram L b c a minimum=2" c= to" b minimum=3" d = 12" Connection deslgn assumes point load is'lop-loaded'. For connection desli;;n of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side bads. Commntrated loads are not considered In side load analysis. Connectors are:16d Common Nails Page'1 of 1 t b0 'd 99ILLZ88L8 83801 NdHINAN WV K:80 (1H1 L00'-K-OW Bohm" Single 14" AJSTrd 25 MSR Joist1J01 BC CALL®9.3 Design Report-US 2 spans I Left cantilever 10/12 slope Thursday,March 22, 2007 09:54 Build 057 16" OCS i Non-Repetitive I Glued &nailed construction File Name: BC CALC Project Job Name: MATT BERMIRGHAM Description:J01 Address: 11 VERNAN STREET Specifier; City;.Slale,Zip:SALEM, MA Designer: Customer. Company: Code reports: ESR-1144 Misc: T7� 777 T 1liT�T�-- % x w ,li Ip.iulP �1yI1 �i9('itl l'.I iy;it;III Iar I!I'.it":f')IIII 11 rd.�,ii I:E ill .t irljlsg II Vill ' 9 . ,.'liq� Prll t l IIi, ll I'IiI i4' f'Ir V+Ia i;i!IN IIIItl 1' 'I C'�i VI'I�1flr�� 'ttl!'�� IyyISIiI I,I �nI!�� l III 111�1�1�•liif��I rIy i ;LI I�i I �I h; .��l �)�I 1�1 i!iII `61'li, Ilr fllr + l i,'!'i I II It ills i":allillllll�5 iltd li l�Il L-��.,� C t. .�lt II ilil t.i,� � 4]dP) �1(i Ilplwl l.Itpi�'iY�i if3�,i ;I.. rn9i;J � it?,fl 11 1r '.JL,I i Ir i I !n t,1N I�,I,ill,r� 91-09.09 24-M-00 61,3-10 R2.1-3f4" LL T22lbs LL 640 Ibs DL 515 The OL 719 Ibs SL 045 Iba SL 559 Ibs Total of Horizontal Design Spans"26-0a-00 Load Summary Lwa Dead snow wind Roof Llw Tan Description Load Typo Ref. Start End 1000% 90% 115% 193% 125% GCS 1 Standard Load Unf.Area(psi Left 00-00-00 25-06-00 40 20 16, 2 WALL Conc.Pt. (Ibs) Left 00.00.00 00.00-00 0 80 n/a 3 POINT LOAD FROM ROOF Cone.Pt.(Ibs) Left 00.00.00 00.00.00 347 607 n,a 4 WALL Cone.Pt.Re) Right 00-00-00 00-00.00 0 80 nta 5 ROOF Conn Pt.(Ibs) Right 00-DO-00 00-00-00 347 607 ri Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 5430 ft-Ibs 72.3% 100% 16 2- Internal Completeness and accuracy of Input must Negg. Moment -1641 ft-Ibs 19.0% 115% 13 2- Left be verifled by anyone who would rely on EltdReaction 9261be 81.0% 100% 16 2. Right output aseddenoeofsultabllltyfor InL Reaction 2159 Ids 64.1% 1159A 2 1 - Right particular application.Output here based Cont. Shear 1142 Ibs 55.4% 115% 13 1 -Right on building code-amepted design properties and analysis methods. Total Load Defl. L/409(0.703") 58.6% 16 2 Installation of BOISE engineered woad Live Load Defl. L1672(0,503") 83.8% 16 2 products must be In accordance with Total Neg.Defl -0,11T' 23.5% 16 1 -Cantilever current Installation Guide and applicable Max Defl. 0.703" 70.3% 16 2 building codes.To obtain Installation Guide Span/Depth 20.6 n/a 2 or ask questions,please call (800)232-078a before installation. Cautions BC CAL(M,BC FRAMERV,AJSN, Design assumes Top and Bottom flanges to be restrained at cantilever. ALwOISTS,BC RIM BOARDTM BCIS, BOISE GLULAmTM,SIMPLE FRAMING SYSTEM®,VERSA-LAMO,VERSA-RIM Notes 51-11 VERSA4Rlry , Design meets Code minimum(V240)Total load deflection criteria. VERSA-STRAND®,VERSA-STUDO are Design meets User specified(L/460)Live load deflection criteria. trademarks of Boise wood Products, Design meets arbitrary(1")Maximum load deflection criteria. L.L.C. Entered/Displayed Horizontal Span Length(s)= Clear Span+ 112 min.end bearing+ 1/2 intermediate bearing Composite El value based on 23,d32"thick sheathing glued and nailed to joist. Blocking and/or squash blocks required to transfer concentrated load over bearing B2 to support below. Blocking and/or squash blocks required to transfer concentrated load over bearing 92 to support below. Page 1 of 1 EO 'd 99IL268LB HUM NWINAOW Wd K:80 OHL LOGE-K-M EIT�OFgXtE� -- PUBLIC PROPERTY DEPARTbIEE�iT Klw*JLEV ORSCUL NnYM 130 WAswNG--Nw bintmr•&m&K MAmAU LskTrs 01970 1T19711-743-MS♦PAZ 97e.740.9W APPLICATION FOR THE REPAIR. RENOVATION CONSTRUCTION DEMOLITION,OR CHANGE OF USE OR OCCUPANCY FOR ANY MSTING,Q STRUCTURE OR BUILDING 1.0 SITE INFORMATION Location Name: Building 1 e-w ` - 1/ Property Is located In a;Conservation Area Y/N Historic District Y/N 2.0 OWNERSHIP INFORMATION 2.1 Owner of Land Name: Address: Telephone: oez 3.0 COMPLETE THIS SECTION FOR WORK IN EXISTING FExisting NLY Addition Renovation Number of Stories Change in Use Iles ZO ,,)I— Demolition �( Approximate year of Area per floor (so Renovated construction or renovation b t� of existing building �! �� New Bdet Description of Proposed Work: A,)-k J Zy r Mail Permit to: - - _ CITY OF SALEM PUBLIC PROPERTY DEPARTMENT KI LL MAYOR 120 WA5t01VGrOM S[[FbT*SALeBI,HASS,U]iUSErtS 01970 TEL 97&745-9595* FA-X:978-7.1&9U6 HOMEOWNER LICENSE EXEMPTION Please Print Date Z Job Location Home Owner Address Home Owner Telephone V3 e118,5— Present Mailing Address :6dM C The current exemption of"Homeowners"was extended to include owner-occupied dwellings of two Units or less and to allow such homeowners to engage an individual for hire who,does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official, on a form acceptable to the Building Official, that he/she be responsible for all such work performed under the Building Permit. The undersigned "homeownee'assumes responsibility for compliance with the State Building Code and other applicable by-laws and regulations. The undersigned"homeowner"certifies that he/she understands the City of Salem Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requir nts. HOMEOWNERS SIGNATURE � APPROVAL OF BUILDING INSPECTOR See other side for state code E S T I M A T E MOYNIHAN LUMBER OF BEVERLY J?t� RUR 509 82 RIVER STREET BEGS➢L-yl m 01915 SOLD TO: EST111 927-921-0O22 FAX q'S 9Y8-927-820'_ / 998-927-8668 ESTIMATE ONLY. GOOD FOR 7 DAYS ESTIMATE ONLY. GOOD FOR 7 DAYS SHIP TO: 0001 MATT BIRMINGHAM 11 VERNON ST SALEM, MA [FO,B] DLVD ON ORDER / T SCH DTE: 03/29/07 0RD:116802-00 YO —� WHSE CUSTOMER PIC ORD DTE:03/29/07 OTH REF: TE PRODUCTS & QUANTI"TIES MAY DO NOT ADD ANY SHIP-TO'S TO THIS VARY WITH ACTUAL CONSTRUCTION MICHAEL MOYNIHAN LINE ITEM NO. QTY U/M DESCRIPTION11 006 MD400 12 UT CONSTRUCTION ADHESIVE 29 OZ 25117 DAP 4000 SUBFLOOR AND DE 007 PREM248 2SO PC 2X4 8 ' "PREMIUM• STUD STOCKED IN BEVERLY ONLY 008 2410K 25 PC 2X4 10 STUD GRADE KD SPRUCE 009 2416K 40 PC 2X4 16 2+BTR KD SPRUCE 010 288K 5 PC 2X8 8 2+BTR KD SPRUCE 011 SB16 6 PC lX8 3/4 RESAWN SPRUCE BDS 16 ' 012 21216K 8 PC 2X12 16 2+BTR KD SPF 013 13ST 1000 LNN 1X3 SPRUCE STRAPPING (KD) Tally (Qty/Len) : 1000/1 E S T I M A T E MOYNIHAN LUMBER OF BEVERLY P I X 509 92 RIVER BT :T B3V y' NA 01915 927-927-0032 -9AX G'S 976-921-6201 / 976-927-5669 SOLD TO: EST111 ESTIMATE ONLY. GOOD FOR 7 DAYS ESTIMATE ONLY. GOOD FOR 7 DAYS SHIP TO: 0001 MATT BIRMINGHAM 11 VERNON ST SALEM, MA FOB: DLVD ON ORDER / T SCH DTE:03/29107 ORD:116802-00 YO TYP: WHSE 11 CUSTOMER PIC ORD DTE:03/29J07 OTH REF: TE PRODUCTS & QUANTITIES MAY DO NOT ADD ANY SHIP-TO'S TO THIS VARY WITH ACTUAL CONSTRUCTION MICHAEL MOYNIHAN LINE STEM LQO.� QTY U/M DESCRIPTION 022 COBRA20 2 EA 20 ' RIDGE VENT ROLL 023 STARTER 2 BN STARTER SHINGLES APPROX BO ' LIN PER BUNDLE 024 HRPEWTER _ 3 BN CERTAINTEED(BIRD)HIP+RIDGE PEWTERWOOD COVERS 33 .3 LIN FT 025 75WS 2 RO GRACE ICE+WATERSHEILD 3 'X75 ' 026 STYVEK 2 RO 5 'X200 ' TYVEK HOUSEWRAP 027 MIT414 4 EA SIMPSON I JOIST TOP FLANGE HAN 3-9/16X 14 25 PC BOX 026 HGUS414 2 EA SIMPSON FACE MOUNT HANGER HGUS414 DOUBLE 14° LVL 12 /BOX 029 L 1 EA NAIL HANGER MISC ALLOWANCE EST PHASE 000 SUBTL: // l/ � Doll cS � �l E S T I M A T E MOYNIHAN LUMBER OF BEVERLY P S< 5P9 62 RL✓8R Ri➢.S>P Bsv3 lY, m U1915 •. 927-927-0012 M #IS 978-927-8205 / 976-921-6668 SOLD TO: EST111 ESTIMATE ONLY_ GOOD FOR 7 DAYS ESTIMATE ONLY. GOOD FOR 7 DAYS SHIP TO: 0001 MATT BIRMINGHAM 11 VERNON ST SALEM, MA FOR: DLVD ON ORDER / T SCH DTE:03/29/07 ORD:116802-00 Y TYP: WHSE CUSTOMER PIC ORD DTE:03/29/07 OTH REF: TE PRODUCTS & QUANTITIES MAY DO NOT ADD ANY SHIP-TO' S TO THIS VARY WITH ACTUAL CONSTRUCTION MICHAEL MOYN1HA1d LINE ITEM NO. QTY11-U/M11 DESCRIPTION 014 12SCDX 42 PC 15/32 SYP PRF RTD STG 32/16 OIS L 22 EA WOOD STRUCTURES STOCK R266 6/12 PITCH 26 ' ROOF TRUSS 2012 016 58SCDX 43 PC 19/32 SYP PRF RTD 42/20 017 58CLIP 350 EA SIMPSON 5/8" PLYWOOD CLIP PSCL5/8 250 PC CARTON 018 2416K 15 PC 2X4 16 2+BTR KD SPRUCE 019 WOODWW 42 FA WEATHEREDWOOD CERTAINTEED(BIRD WOODSCAPE 30 YR. LAMINATE 020 15F 4 RO 15 LB FELT 432 SQ FT 021 SWADE 9 EA_ 8" WHITE ALUMINUM DRIP EDGE 10 ' STANDARD •**TO E S T I M A T E MOYNIHAN LUMBER OF BEVERLY P EON 509 82 RftE[ ST T AEI+R T' W. 01915 927-927-0032 F'3X V-S 978-927-8201 ( '78-927-8668 SOLD TO: EST111 ESTIIMATE ONLY_ GOOD FOR 7 DAYS S ESTIMATE ONLY. GOOD FOR 7 DAYS SHIP TO: 0001 MATT BIRMINGHAM 11 VERNON ST SALEM, MA FOB: DLVD ON ORDER / T ISCH DTE:03/29/07 ORD:116802-00 'YOU TYP: WHSE CUSTOMER PIC ORD DTE: 03/29/07 TH O REF: TE PRODUCTS _� QUANTITIES MAY DO NOT ADD ANY SHIP-TO'S TO THIS VARY WITH ACTUAL CONSTRUCTION MICHAEL MOYNIHAN LINE ITEM NO. QTY U/M DESCRIPTION 001 WCSS 1 BN BNDLS WHITE CEDAR SHIMS SHINGLES 002 AJS2514 806 LN 3-1/2X14" AJS 25 SERIES LF Tally (Qty/Len) : 31/26 003 14ML 114 LN 1-3/4XI4 LVL BEAM Tally (Qty/Len) : 4/26, 1/10 004 14RIM 144 LN 1"X14° OSS RIM BOARD Tally (Qty/Len) : 9/16 005 34TGATECH 34 PC 23/32 T+G ADVAN TECH FLOORING ***TO ob TtLoo ,weed6nuptuns,.lno,tlldd`IoN F NK ME.0400b ........._ ..._. ...._.I�v Wr 6.300oJ,a�111�58 p,W rrolieniea Snc Thu on,.i50e i7}al z0oa,vaBli '.at4NEVSTCCK R2ea I ' IIDa I 00 p�1 144" ..k11.. _ J39'A_ ....... tDTAi.._..,.___ . ..._._._. KW:.. ... ii9.pi I Ipti FM WI•., N:l i. 6W as 4 l I i c i u12 . . 1.) 12 tlegleeis•to l2dogross 5x14 momeorl-0 10 17 0 n! C. member2.6 U14 12 Meldmuw 4x0 - Oda 4x6 - 12 Muilmum' ' edntilover .._HnGR eenievor . �LOA0114(0(ps � OACI:BN01jps1) •• •VLOAGINGIps00 ...' Wmtae'S1cre2J 2A4) GSf - lUE In 1I III&A Ul 240 I h1T0 PLATES GRIIy 4a plels Olspl6(�„1 (2 0-2 19 Edgol I�0.3-0 id 21 (0 42 13,Etlgo] 6 0 3.4�1� _ 47� TOLL 42.0 YCLL $2.5 TOLL 030 se i,15 n 0.59 Von LLI 0. (Roof 9riowY42.0) (Roof 9nary 2.9. (R01+1 Fnarr•C3.0) nse I A5 9C 0.03 VC %) -052 CAP -593', 160 l ©rouhd;Sn=60,0 IGroratd Sn-76A (Grc!urld 5n+00.0) Rep'.S"m inor YES. W13 0.46 Hors(%) 0,08 6 nip h& . . GOL t0:. TCOC - 125 I TGDL 10A Cade KNC20e sTPYl002 (Nlaldx) weight:69 It' . BCLL 0.0 BOLL 00 f BCLL 0.g BCOL 16.0 BCDL 126 l .BCOL 15,0 LUMBER -. _..... SPACING __.... -. ..... ... ..jPi,1 'TOPCHORO'2.X 4 SPP2100F 2.OE' TOPCHORD -Suuctoml WOCAJ sheathing directly spoWd N4.0.0 ea pudtns. 1007,CHCRO 2'X,4813F 21001t;1,.65 OCTCHORO Rlpm celling;dlnully npplind or'l 10 x bracing. WEBS 1XA SPF Ne.2 WEDGE . . ! ! Le It: X08PF:109OF 1,34,Rlyhl:2'X0 ePP..tOW 1,9"a REACTIQN9 (fib@0} 2=1T56!0.3$,6.190610-3A i M1uiHorz2=156(badwab 7�' '. Mali 11p1111217471l4d:case$1,6-447(losd owe 0) Maa:GrAv2=1975(IMd ease,2),6-1971111 Iaae:3) -TORCHS D•MpxNawm Cp11 m.V3 orIN,IuI2-Q9 on . 'TIP CHORD 1.2=0)62r2-11=;31J0/1106,/1.12+-20d2H10ti,3A2='-E749H2O3,0.1,9..2780/11230,4-18=-267T.H$44,6.14=•2579/1241. G+14e473011230,6-15=-2743t1203,i5•]6=29d211190,B'69-313911166,6.79OW SOT C'40,4D 2.10 +67172010,10-17=45Wiii` 7r9.17s.d65N 707;,9-1,6=265HTD7,e-.16=�O6fi117g7;&I'�67:1f2613 WESS �1tl=-88074�4;4.10a.41711376,6.6-41711378.,9.E=•090N3d NOTES (141. 1)Wlnd,:.A9`r11. 2:120mph@241n p,o;h=3611:TWg1.14.WN BCOC=40P6F,Cctegery.II;E]rp;Cl encb911d;MWFR5 sanle.nnd.mne and V- O.0 Exgdor(2j•t•0•I)to 2"wo,,Inlaibr(/)2.OuO to ID.".Ext0dor(2)10-0-0 to IM40;eja6iN(f116-0Ai1024A-6,zone;cantilever left:and '!Ightexpospd; Lumbar DCLF160 plaimOdp DOL=1.W.This truss is deelgned tm C:C'for'mcubers site forces,vindfor MWF1IWfor reocbrI attempted. I!21 Wmd A6CE 7-021134mph a19 1 Sr10d.1 hF36F;TCDLr9.0pd SCDLItUpeE Categoty Ili Flip CI one oto dt MWFRS gable and and C-C Erdorloa)-1 0-0162-0-0,Intorkr(11 is 0A 1d 16-0IA ExlsrlbK2)10 0 0 r013.0.0 marler(p)1&0.0 tar 24i0.O zcnp;Cantilever left and right dx)rc'oeii Lumbar boL=l.DOptate,grip WIM,,60,Tina hues is dirkno4 for"for mdmbers end tunes',ordlor MWFRS for nedione epealba'. 31 Wrnc ASCE 7A2:14gmph�i&n o.c;h•351",TCOL=s,Opsf:'BCOL=6.Ops1;Catogoryll;C p C;andne6d'MWFRS gebb and pod GC &xtdroi{P)=1-0.O 162•04,lntarbill)2,-0.g10 iDv-0,ExtpNor(2)1d-0-01013-O.O,Intoreel)16.0.6to240-0:asna:ran0040ldlt and rtght YY,r l4^f- '�� exposeid;.Lumber 0OL•1.60 pinto gnp OOL=1.00,This truss is dedgred for CGc lormomb«a end forces,and,for MWFRS.artoaClient; i epoelcod, :4)'TO.L WE 7102;Pf-42;0 PSI(Ilut rnofannw,;C91I 11;EXP C,partially Exp::Ct•1:1 tunbedndad anow4rl&ls:hove Kean condderod for this Oak .1 a O)TMe loua5 has boon duelgned lac grmtlircf in9+roollive land Of te,apsfor l,DOtlmss.0atrpM loed'a142.Ope(0r overhangs 5 "non.Wneult6dl'With ethdrlPle laeds. i; I ' 7)TnlA cu at nasbeenilosi Inspection feApeiboearnow N Mgmtd whom truss I chosen for o09va lv"Um ' j 6)Ta3!+uns'mgoires plats lnapeODpn per the Torch Court MONad whml;lda lnlaa ls'choaen for puality ooepraned ln(;ryoelCow 0)plale(al:nt loingp)2 old g dleckad fora'plot crminus l2 dogree locomen oboul im canI&. - :0i'TMg;nus•has bash do.lgnsd t«8 INe lood pN 20:0psf do the bottom chard In all efeeswhpre a recisngla,3411,111,tall.by?-D•D wide wPl Fit tmtwsep the boeemcTo,rd orIaery ocher warntrers. I)ProvKll mndlaniusl connection tby olhem)'of INWO III mq�tblt Capable of w3h6lanil011 747le uplift at joint 2 pod 74T b updtat joint !a)TnlamsalpdsslghwJ!naOCOfdafiCeMlhthe2D031ixarneU4natRssldemlallbde'socllptsR602.11.7antlRE02.10.2andsfarencadylandardAN3VM141C;II r 'i`�'I l '3)Drawing oreporsdpaduslvaly for mariub0lurin9 byWodd.Stwetums Inc. �..,�1 1+Ipn+"N't..�C"-"�k'+Alt"I,tm'T.9••17170'61Lin".I'pIIC��i,7Rl9ed .-..• im'T��RTdv!a�l 1b h/t IT 1'.iJvd M pvrvmrl'rm 6M'nahP iglF,OV Y1a;iM1><ny1('ArIIH'J N17miGflnPTAiFpLBfACk TI4.f;f^1 a.>.F(Yq.^..fMG. 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