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HomeMy WebLinkAbout52095 ''jj OCCUPANCY ACTIVITY REPORT III_, l GLENDALE FIRE DEPARTMENT 6835 NORTH 57th DRIVE GLENDALE, AZ 85301 MONTH DAY YEAR PAGE l I 1 OF ADDRESS NO. DIR. STREET NAME TYPE SUITE OR UNIT# ZIP CODE OCCUPANCY NAME PHONE BUSINESS OWNER'S NAME LAST FIRST MI HOME PHONE BUILD/PROPERTY OWNER'S NAME HOME PHONE UBC CLASS CONST.TYPE GRID TYPE OF ACTION INSP❑ CONST❑ CMPT❑ OTHER❑ SO.FT.OF OCC.INSP. STORIES STANDPIPE SYSTEM HOUSE LINES FIRE PUMPS HOOD SYS LOCK BOX FIRE LANES WET❑ DRY❑ NONE❑ YES❑ NO❑ YES❑ NO❑ YES❑ NO❑ YES❑ NO❑ YES❑ NO❑ AUTO SPKLR SUPERVISED FIRE ALARM SUPERVISED FULL❑ PART❑ NONE❑ YES ❑ NO ❑ YES LI NO ❑ YES ❑ NO ❑ HAZARDOUS MATERIALS BUILD PLACARDED COMPLETION DATE YES ❑ NO ❑ YES I-I NO Ll H: F: R:_ S: ITEM CODE REMARKS RECHECK CORRECTED NO. SECTION �{�U�iRA DATE DATE I witnessed a 'c hr. 2084 te9 of the -4Ir,dergraurtd/overheid automatic fire extinguishing cystem in arrnrrfanra with NFPA Standards PfGNT NAME: • , t , NA 4E: I04A FEE: .u'5� (/ i:'S`mac t i cy, ,,,,_,5 a-i l-2 d ��` � r :c,( r rest rd f1-tt t t): srd/r,ii-l-ed/riot appli-cabrk ?te:ri~ ? 1 Test Cer i rica..t.- shall be provided e Fire `.'arshal ' s Office prior to acc ptanci=_ The items noted above are in violation of the Glendale Fire Code. This is an official notice of violation and order to comply REQUIRING IMMEDIATE CORRECTION. A follow-up inspection will be conducted on by 4:00 to insure compliance. Failure to comply with this NOTICE AND ORDER will result in a CIVIL or CRIMINAL Complaint. For information regarding this inspection please contact the inspector at COPY RECEIVED (NAME) INSPECTOR BY DATE 12410-027A POD(10-06) ORIGINAL: FIRE PREVENTION YELLOW: OCCUPANT PINK: OCCUPANT qAt ilS?C. fa— 2 Client: G f_ r✓' i.'o/PIES Date: 9// -lo./ Sheet / of 1 Project: i_fe:2 eE�yc� fin.( vc3A�. /So . BY: 1 't- REVISION TO REVIEWED PI-AN �rss� 1/2" CDX PLYWOOD (32/16 BY:L/ \ OR 1/2 O.S.B. ROOF SHTG. - SEE ELEV. FOR MATERIAL BUILDING SAFETY DIVISION! 8d NAILS © 6" O.C. INTO 2x4 CITY OF GLE war:, FLAT BLK'G ---\ �/ 3-16d NAILS FROM 2x6 Ao,.010 BLKG. TO 2x4 FLAT BLKG. 2x4 ' BLKG. 3-16d FACE-NAILS �/*�� • INTO TOP PLATE /fir Q_ Ta'1-7 7 -COMMON OR +R'• 4(CP r'' ms SIMPSON H2.5 4 EA. T, '!L-- E 'f,Rly r i'J 1% OPEC TRUSS TO PLATE AND � 1 t di�T`Ut7 4'�"E�gt p itS. 1up ', �5 t :. EVERY OTHER STUD ♦� .-, �,;� ;t a \I`d U,`��,�"� r� ���I,j;7L TO PLATE ALT. ,BEAM►t.QCATI6� I.', ;SEE-�I AM�,G;. L4 4 S..Ppr*! - vI-,L• 2x STUDS ' 16 O.C. $ )1.1 �I",(,; J1"1" & FULL BATT F.G. INSU . .t ' SEE ARCHITECTU R ',,__NOTES-FOR I RIOR AND NOTE: EXTERIOR MATERIALS ALL SCISSOR TRUSS LOCATIONS ALLOW FOR FREE HORIZONTAL MOVEMENT © ONE SUPPORT w/ SIMPSON TC CONNECTOR OR NOTE: INSTALL NAILS TO H2.5 TO TRUSS USE SAME ANCHORAGE AFTER LOADING ROOF w/ ALL TO TRUSSES TO BEAM MATERIALS CONNECTION - U.N.O. REVISED TRUSS / WALL �. (BEAM SIM) NOT TO SCALE •P,, „0,4„4. ,..,„, 6 ' 20986 G 1 F DANIEL Q, 1`. oBINGHAM 'd, .99/? ED �,Q,. es ELECTRONICALLY SEALED 09/14/2009 401 September 9, 2009 Wendell Bennett Carlson Homes,L.L.C. 14300 North Northsight Blvd. Suite#205 Scottsdale, Arizona 85260 RE: Field revision for the Head Residence, Lot 694, 7608 North 48th Avenue, Glendale,Arizona. Dear Wendell: At your request, we have reviewed the plan for a field revision concerning both the perimeter anchor bolts and interior holdown anchors. We have found it acceptable to use Simpson 1/2" diameter Titan HD with 6 1/2" embedment as a one for one replacement of 1/2" diameter anchor bolts and the anchor specified for the Simpson LTT- 20B on the holdown schedule. If you should have any further questions concerning this matter, please do not hesitate to call. Sincerely, Bingham Engineering Consultants,LLC. soal_E /no ,., ' ,P,cAre/.Q.4A .ti Z'Q 't • 11. :s'', BIN ", es. VONA, \-1i/ Expires March 31,2011 Electronically signed and sealed 09/08/2009 F.Daniel Bingham,P.E. FDB:/cbm 734/6</. .9..P ! _76 • . /oo • ._ 4 2 J'.:5-a.3.2 • /o41.97/J6.J.J ",s,,6 a r"oFnar-frt, rots.le-r.4 4 yei tixrrac tit,deem b rueayetza e ff irr,Jestva,eu,GO-s,uc GR L'_/n __ d »sczeowot ecsujaiC`ez ss a.freed Qv„/f/,�ii.c Y e,., c. •a ..,, +r�cJ orAne�7�Soa�ia„ac.A50/ utt� cieo,,,e.+.�Qt nrt��arae/1 t2 io. N. ae1ap.=o4 M»sfie.ezioZo,G_ " . .•••17.111177777rW17,71rgrw• ;F R CONSTRUCTION INSPECTION & TESTING CO. { CHEMICAL ANCHOR SPECIAL INSPECTION Client: Project #: Project: Location: Address: (6 J 4 P1t,tr Permit #: 2,05" Structural Engineer: Contractor: 81 a Requested By: Inspector: _j (� a Date: Lot#: ;7Cj %, Material: t� Number Installed: !to Depth Measured: Depth Required: ill I, Rush? Yes No P.O. #: Fax Number Attention: Specified Epoxy? NJ )0 N/A Type used: specified Other: N IA. Is other approved? Yes No* *inform client that certification may not be issued. Number Installed Hold Down Wall Location Room ,,ova '7 LO C, P. ,4- C OUP Ec 66, Hold Down(s) Installed per Engineering? Yes) No* N/A Hold Down(s) Installed per Manufactures Req? Yes.) No* N/A Observation only inspection? Yes No ?1'� rvsd 4/5/06 11,11,11W- r • T • • • • • • a I ' i , TRUSS [J��(�/J�///� 1��.-•�' P//�\ }^+ DETAIL 'Jro -tress r.ess,yae ptr Pt, .aAe RL63 eENc4 f /��trd L. I \L�I A I' \ �9-85:IRE9 a02 • 1!03 1R1i3 II t i • 10U s/'un 24 20E9 H.Tek 144ot nest 1nc.1 I e Se0 et O8 US I3 2009 Page 1 !U A02 TRUSS NEEDS TO BE SNUBBED BAGIC 2-0- 4-Il-o 9-0-15 I<-1-12 17-11-4 21-8-Id 26-9-9 30-11-D 35-10-e 7 10 4'-1 1/2" TO CLEAR FIREPLACE FRAMING. 'z-0.0 4-n a-TTs I s-0-13 F 3-s-e- I J-9-b ' 5-0-13 ' 4-1-IS 1 4-11-0 32-U-W 5>6= TRUSS WILL BE HUNG FROM A DBL. 2x5 5.00fT2 6 HEADER SUSPENDED BETWEEN THE (2) 4 11„ ]'s is B3s6 ADJACENT A02 TRUSS THAT WILL ALSO 5,6 2 5.6, • • BE MODIFIED (SEE ATTACHED REPAIR DTL) 4'- J" - _ 4 6 . • REPAIR PROCEDURE: 7 `,.� •• - r•V ,29 /,Il SNOR-c TRU55 AT JOINT•i4 AS SHOWN. - Y _ • _10 -w 71 GUT TRUSS T/C A B/C BACK 4'•'I IR"FROM LEFT END. •dl ��� 11c o C es. 4 f.6=4x6 Is I7 12 5>6= ' 3) REMOVE PLATE•JOINT 43 AND CUT BACK 1ST DIAGONAL WEB PER PENDiGULAR__ � _ 6.14= . TO THE B/C 4'-il"FROM LEFT END OF TRUSS. :/� f 3.4 - 0 6.14 = 4 46= 3.4 - 41 CUT(I)7x4 x 71 Stab"SPF 4 or blew NEW END VERTICAL AS 5�: REViEI�tEi�y f a 11�-AN SFA.- - 21-e-.12 2R-0-1 35-Io-a /-/-1 I 6-11-5 1-2-/ I TEMPORARILY TOE-NAIL IN PLACE INTO S/C AND T/C OF T. 5 ate orrsets rx.rn 12 0,-S...dgel. co 0.3-0.0-3-01. .s 0-3-•..��-tt-4.T ,Lapel 5) CUT(2)48`x d;3nb"x U7`PLYWOOD GUSSETS AS SHOLLN, LOADING c e1 e9 CU DErL :M , L/derl vd PLATES GRIP 1� F -CTED p. of 1 ll ii F TELL t6 0 P,o C 0<9 <TO -O.8612-13 >494 240 x020 85/Ia4 61 ATTACH GUSSET TO EA. EA NI TRUSS AS SHOWN. ATTAC 7 DC, 10 0 Report increase i.25 I BC 0.65 v«er TO -0.16t2-10 ana 2e0 OF ISO NAILS•d"O.C.INTO EACH TRUSS MEMBER IN CCNTd pi/PLYWOOD. BCLL e 0 • Rep Stress Inct '•[S I VB. 0 65 rrt LI, 0.16 15 yne 159 le BCG 1C.0 too .RC v1 e�W<Lu O.74I a-IS 1999 2i0 ve. • STAGGER NAILS ON OPPOSING SIDES OF TRJ55 TO AVOID S It I 5 L -oWl a I i 1` ��' TRUSS MEMBERS. f/O' r CtlanS orh a D,,,,'Os ,1 y,d6!at 'H oE�r�+�•�.-e'SC t�;r f`y 12� c6q,f ai,�.r�ce with TOP CHORD Structural ce.1.9 0 s f l 00 tl494 04 -0 0 O or 041°0- 0 - ;J CUT TO FIT(I)NEW 2x4 GPO•7 or btr,DAIGONAL ItEB AS 5H this review UD yt•,gl 2Y II SGPP 4JCi VM1 V4 SOT CHORC R. d 1�nq d:rKtly pOt:rd or 10-0-0 e<«ocln4 yy< Sted/S D E.cr v Nq. JOINTS I Iraueat Jtrs, 16 SJ CUT(5174"x 74"x 1/2"PLYWOOD GUSSETS SOWN. requirements of tile`t;rawings and spe�ific�ti •Ids."Tfiif� t• eC� IS R re0 re<«.pf 49 that Stab:I:xers and repelred cross brec.dg be . lollrtl during ues erect,pn, accordance•'n Stob:l:s« r �pt�'pw oi�E :D�ra�..ors t;+2A.e_�.w!'s'�,T - Pslgn coneept (1'tal lat,__90:de. 91 ATTACH(I/GUSSET GUSSET TO EA.SIDE OF TRUSS AT JOINTS•5 4'3 A OW-g�p.6f�3cTrTAc,Y �^ o/(2)ROWS OF I0d NAILS•4"O.C.INTO EACH TRUSS MEMB= I t t3rA Tni Ct and erer �ORi �4 5 itfb�� Ormatto gtYen •/PLYWOOD. STAGGER NAILS ON OPPOSING SIDES OF TRJSS T A TT1 • y...o.iF►rv;cf'p'f fi+.)�`r(�i�r onsibfe for: TRUSS MEMB=RS. in the con raCT d ';160,0c IS-3�369YJ5,{35W3:y't�<�e-7r..2,Ate'l�6". 4r-}5.-3/114C7/(3�38..C5-1 -564/37. 6-17.-467/77. 6.18.-467177. 7-18.-564/37. 7-8•-3147/344. g-9•-3528/a68. - B¢rA. 9-/0•-75g$e�30< %QAB9t'17EHZ9i,allt3J •rl5te2850!11E41710- 10) INSTALL 14U5-7b HANGER ON END OF TRUSS EITHER UNDER G• rat__Mir Mill an ZyF't'.jt t}7yiST36l`� 1< v-24/6.-2 9,320.-7-16.-23 . I V40i121. -15+- 286. -!<•-a 6, S 16+-2]89/320. ,-16+-2789/720. 7-17•-55/785. 8-17•-a%/267, 8-12+-43/286. 9-12•-148/12I. • AFTER NOTCHING GUSSET. ATTACHE HANGER TO DEL 2cA HE D= A REMOVE SHORING. 5'�2�iT��11 i)fiC tl�n�S 1991i .: , teCinlgU4•'S Of++C��)3�n/.S•FyftlC�f�(1�t; .4•1r rolsai�S u vI'N6)?I$fo FAT elL iltt era d5.adeo,S..4,-0 4'. 9:0.36. 10•0 89. l2•0.51. 13•0.79. 13. 1.00. I4•a 79. 14•1.00. 14•1.00. 15• COOrdiiiz(:a6 ISa111,4ri,6'=o36 ry manner. performing his 1` '• '= -3't% 3`'� SatiSf %t0 U,Rx ,aASCE r I weds 6 aen d«ed rot .s de:,yn. - 21 -.W ASCC 7-05. Wept, TC7�+6 Dp I. kill "�}r 1. .D C. enclosed. NYfR$:10w-riN,peblf end zone: font{levfr left and right f+DO3rd• fM ro St Binaliam 5; <r ere., rt cod. supported of tea welts. 5-0-0 404er. • en -7f .rtress Deco fined r«a 1D c Ps• h«d l Dad neueren .e any o loads 51 tr s been des:ones a o/40.0pse on the bo onCechOnd.n el.arras aria rectenglr 3-6-0 toll by 2-0-0•lw will nt 6ee•eeA the/sotto., r an r Ir1 sonde yho h pennies. w:thr �•t, t b ye N 6,C a o o OQ Clby o peering plate Doable or w.hstand.ng 163 lb I:et et jo:nl 2 end 263 Ib ep1.Ft of joint 10. 0-1 - Cre serf d <ds r, •,dent:..co- ct:en•R502.11.1 end R802.10 2 end rer«eneed standard ANSI/TPI I.On N ` 'c 1�.'f 5r &loaf .oR d e •orov.ded sof r:c•en to seoD«t concentrated loceNs, 75 lb down of 15-5-4. end 75 lb down of 20.5-4 top < d. The de•:on/select- s.b:l:ty or others. \ • ' ` ' ^• LOAD CASCI SI Steed0/0 48" 1 a5,, I 5-0-au I a71,: t 7r-9-9 1 SzD-1 ' rrv4I0 3,m3-D V03-0' P.DDITT 5.6= 3+6 I) 1e7-"6 46 �s-.• 5x6a o�0sstonal Er9/'e 5 6 5s:� ��, t . .zz c'CO U 44770 t?\G �' /i _ W\�''�y/ `- w -6 GREGORY J. <.b r D•.2.8 Or-L•2 or bee NCAMCo 6+1A= 5.6 s .0t1 COPP U26-2 MANGOS Ce.CND IS 14 4.6 =4.6 = I3 IY Y• O INTO xpDir MD A02 MSS<S[C DTL,/2-6-t3'� - 9-6-aria=s • 17-1-4 -6 6.,a - N-0-9 3•• s 31-3-0 I 08/22/I1i HUS-26 HANGER-N N GUS-r,SW Hu�GR-I1-5 /-/-U b-11-p /-<-/ 'lQS;ned • OR INSTALL G'ASET.11 NANOER t -- 4R/IO U S P' J \J ENGINEERING OFFICE: . @ 109 TITIO JOB RJl3-S5111'R-EP 8132 W. SHERMAN ST. • R TRUSS A02 REPAIR DETAIL Alliance TOLLESON, ARIZONA 85353 / ,- 51-aORTEN TRUSS AND HEADER OUT Ph. (602) 252-1772 .. 8xpi tee: 06/3 /12 I FOR FIREPLACE OPENING. �,n�en� /'e. Fax (623) 936-12d7 �l CU310lIE0.Al 1 IANCc COMPONENTS DRAWN BY:CSG != - - - ARIZO A CAUFORN1AA.1NEVADA a. A 4 • TRUSS A02 REPAIR DETAIL Job J9-8711RER A°2's ROOssTRUS$ DTy I ray MEAD NcSi DENLE • Jab Reference t opt.or.el, (2)A02 TRUSS NEEDS TO BE MODIFIED s 140 s Jon a<2009 x,rea Indus,r.es. Inc Tp.Seep 12 08 05 13 2009 Page 1 if. -U-U' 4-11-0 I 9-01-15 i 5 U-IJ i 1J-91N4 1 21-9-8 I 6U9`3 I 30-1115 1 35-11�U 2-U011< TO CARRY DBL 2r.8 HEADER IN U26-2 HANGER s., = - 4'-611 FROM LEFT END. THE POINT LOAD 5oo(TT 6 FROM HEADER INTO THE TRUSS IS 113*. I 3+6. is 3.6 A- I 5.6 5-� !.-. sx6 b iti 2.a J L.:/ 2.4 4 • -REPAIR PROCEDURE: I 1 3 I �`i:" VAIILT" '''''''\.......,.' • 1l CUT(U NEW 2x6 x 20 3/5"5PF 4 or btr VERTICAL TRUSS WEB A5 SHOON. I- 2 -�ei - 10 TEMPORARILY TOE-NAIL IN PLACE INTO B)C AND T/C OF TRJ55: - - Iva> -- ------ - '\13�A 2) CUT(2)36"x 40 3/5"x I/2"PLYLUOOD GUSSETS A5 Sr10021 - 6n4 : !*6 4 -�n I •i5- O 14 4.6=ax6 c 13 12 5.6= eo 6414= D 2+8 OF-L w2 or btr hEADER 3.4 = 3) ATTACH(U C:U55E7 TO EA.SIDE OF TRUSS 45 SNO.:.N. ATTACH to/(2)ROWS TO HI •/U26-2 MANGERS EA END Info OF 106 NAILS s 4"0.C.INTO EACH TRUSS MEMBER IN CONTACT W!PLYWOOD. 7-2-7 1<-1-12 21-8-12 28-a-I 35-10-8 STAGGER NAILS ON OPPOSING SIDES OF TRUSS TO AVOID SPLITTNG I 7-2-7 I 6-11-5 1 7-/-u 1 6-11-5 I /-2-7 TRUSS MEMBERS. IP to to onse;A<Y..I' Lz0-2-5.cage). I40-3-D.3-3-011B.3-3-0.0-3.01. n0.0-2-5.Edge] ' LOADING tpsfl SPACING 2-0-0 CSI DEFL .n<10c1 1/deft L/d PLATES GRIP 4) CUT TO FIT(I)NEW 2x4 SPF"7 or lotr.DAIGONAL WEB 45 SHDO.N. TOLL 16.0 PIot05 1ncr.ow 1.25 TC 0.0 yert1LL1 -O.5614-15 1763 360 NT20 185/144 TEDL ID.0 L6xsber Increase 1.25 8C 0.81 9.r t<TL1 -0 8612-13 1494 240 5) CUT(4)24"x 24"x 1/2"PLYWOOD GUSSETS SHOWN. - BCLL 0.0 • Rep Stress Iner YES NB 0.65 010 0TL1 O.16 10 /a BCA 10.0 Code IRC2006/TP12002 tNotr..l a:rxxlt, 0 3414-15 7999 240 Weis.. 159 IC 6) ATTACH(I)GUSSET TO EA.SIDE OF TRUSS AT JOINTS"5 4 13 AS SHOWN. AT ACH LUMBER BRACING w/(2)ROWS OF IOW NAIL S•e 4"D.C.INTO EACH TRUSS MEMBER-IN CONTACT TC 2 x.NF/$PF w2 TOP CHORD SNueevat vopd sheaminq eirrctry applied a 2-8-37 oc pwl.ns. • 8 2 x 4 SPF 2100F 1.8E•E4ce0t• BT 2-x 6 Nf/SP0 No.2 20T CHORD R. d ttiling directly applied or 10-0-0 oc bracing US/PLYWOOD. STAGGER NAILS ON OPPOSING SIDES OF TRUSS TO AVOID SPLITTING 95- 2 x 4 NF/SPf Stdd,BTO.Except" tq 2 x•NT/SPF Na.2 minas 1 Bret.et Jet s> 16 TRUSS MEMBERS. . -P'y N recorxlends that ato6.1.ze,and 00.0,0r4 c s bred.:a. I . - . Nrsialled d..r;.g e��ss erect..an, :n accordance..in sea6:1.7•r I ins<a mat:on go.de. 1) HANG DBL 2x8 HEADERS OFF TRUSS IN U26-2 HANGERS w/led NAILS REACT Ida t to/sl sea 2=1794/0.3-B. 10%1 77 410-3-e CLINCHED ON THE BACK SIDE.CENTER LINE OF DBL 248 HEADER „o.Nor: 2N24<LC 51 LOCATED•4'-6"FROM END CF TRUSS AND CENTERED OVER NEW ax UPI,f t2•-3631LC 51. 10•-363<LE 61 2x6 TRUSS VERTICAL. _onpressim/Newman Irnslon TCP�00000 I-2.0/40.8-J•-7692/507. 3-4+- , ]I1i'({�39 y.�-y y3) 6-17•-467/77. 6-18•-467/77. 7-18•-564/37, 7.8.7147/344. 13-9•-3528/468. ,jam `' ��/�(� 9-1a•-7692)504. 10-I1+0/40{''�7'r�j{B2p-y�9Jt`{F/{yfV l ic-CII'S M�I \ /L�(1 REV! 071f�tgPY 2-15•-A76/7376, 1<-IS•-768.LS!43.'15•f4063. 2B5��Y"3 X221177'73. 0-12•-753/3776 ZO Cj - 9EBS 3-15•-148/T2i. a-15+-38/286. a-14•-496/263. 5-14•-54/785. 5-16.-23 /320. 7-16•-2389,320. 7-13•-55/785. 8-13.-496/267. 8-124-47/286. 9-12•-1.8/121. 6-16•-18/134 • \ \ NI- - OA ❑ REJ O JS 16N••E0 36. a•0,48. 5•0 . i OJRN4S6iO S71^)Rt 7EGTgf)°.36. a•°e9. Iz•a 51. 13•D.79. 3. 1.oo. 4.n 79. 4.1.oo. 1.•1°°. 15, 0 �'� 0NOTES Cfl Co ectio � 'c�t°Ir�an1 °ataatie: , h n�#r6€9f° ti �n�luti��r a�, F 96 449646 rr C DL losedi N9FRS tlo.-rise) gable end. ...lever left and t d: end Ns 0 \ \ this revi * do°e .qt id Legit o�}1n/t6�( p f��74a [gpf D ItlaT?Y or dot too Po.nt.. 3-0-0 apart. N �1,A M. fF br'k Y`e-lt IO if bolt fl Ltl i..< d ..Cyn< mt pith fnyo other lave loads I7g1_•p /A. ec t' D" 0.0 S n 1 o e s.here a rectangle 3-6-0 tell by 2-0-0.:de.11 r:t beldam the bottom \ \ j'- .36" requireme sp �tt 'tr °��L1.ep6l�fT✓jh�Jns. tttis ch e'°�s^ r. / 6x r < `K thstaneang 363 lb vpii« joint 2 and 767 Ib waft et joint 10 only for r wq ',g noe£$kccn't o4 ce'wi14 fa.A ,p rnt�Rae 'o cod.sections v502.11.1 one a'eoz 10.2 anal referenced standard 80130 P1 1. • 1 ., ff•e t 0 rt concentrated oad,se 75 16 down et 15-5-4. and 77 lb dawn at 20-5-4 an top r. of the pro-ecr frid yt:rretteconptiaticeh thathe mtrirmation-gw ' •ty o<her9. LOAD CASE,S1 Stan., in the co tract docums. The contractor�is responsible far. i • • confirming and correlating all quantities and dimensions, .. selecting fabrication processes and techniques of construction; SS,onaI En • coordinating his work with that of all other trades, and ,foe ICA 4/nPPi performing his work in a safe and satisfactory manner. Q �\F lF i a ,� �� Bingham Enoineerinq Consultants LIT If 0 0 44770 O m GREGORY J. c COPP 1 D8te41'G1� O /Ps/ 09/22/09 • Piled • .147/2O U 5 I'''' I t JOB TrtLc j013 *J9-8511REP J ENGINEERING OFFICE: A ]� ce 8132 W. SHERMANRIZONAST. TRUSS A02 REPAIR DETAIL 1 TOLLESON, ARIZONA 85353 Expi es: 06/3 /12 g MODIFY TRUSS TO CARRY DBL 2x8 Ph. (602) 252-1772 I.4EADER FOR FIREPLACE OPENING. Fax (623) 936-1247 Lt t'USTof1CRpLI IANC=flN1PCNENT$ DRAUIN BY:GC AR60NA..CAIJFORN1AA.1NE A°A • stucco,, • INSTALLATION CARD AfESTERh w• OR OF 3 srueeo WESTERN ONE KOTE STUCCO SYSTEM KOTE WESTERN STUCCO PRODUCTS CO. INC. Job Address: ICBO Evaluation Service, Inc. G�i=��+� � �me MQ cr/ 'Q5 Report No. ER 1607 7C) 1 � Al 1 q U Date of Job Completion f O! (7'0 I 7j \cic-yie. 1 . Plastering Contractor Name: .14_SrlC a ej f'% v)G Address: 733S F O(camcf JO/ &o1-'15 QZ. Fss gG o Telephone Number: '/20- CIS/-) 6// Approved Contractor License Number as Issued by Western Stucco Products i 7-0 1 I i This is to certify that the plastering system on the building exterior at the above address has been installed in accordance with the.;evaluation rroo t .pecified above and the manufacturer's instructions. -0 Signs uref of authofized representative of plastering contractor Date Installation card must be presented to the building inspector after completion of work and before final inspection. N° 86447