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Home My WebLink About27281 riry up .,o ua : oaP btariing a HSSOC. (602) 438-2505 p. 1 STARLING & ASSOCIATES, INC. 5224 S.39th STREET PHOENIX,ARIZONA 85040 PHONE(602)438.2500 d FAX(602)438 2505 c a) SPECIAL INSPECTION REPORT TO: City of Glendale S&A JOB NO: 150-06 u '� LOCATION: Vehicle Damage. DATE: March 29,2006 5732 N 48`1'Ln,Glendale,Az. . o PRESENT AT SITE: Mike Woods PERMIT NO: 27281 Gold Circle Inc.. INSPECTION ITEM: F.poxy inspection. REPORT NO: 1 • Observed the epoxy"anchorage of4,`#4> 36 in. reinforcing bars into existing stem wall in the area of vehicle impact. Also .5 x#4 horizontal hooks were anchored at. 16 in.o.c. into column adjacent to the north wall to interface with the vertical reinforcing bars of the replaced wait. The following was noted: 1. The holes were drilled with a 5/8 in.drill bit to a depth of >5 inches. 2. The holes were brushed and blown clean with an on site compressor. 3. 1-111ti Hit 150 structural adhesive was used,(expiration 07/U7),was used. 4. A total of 4,#4>36 in. reinforcing bars and 5,#4 hooks were anchored according to the manufacturer's recommendations. All work is in compliance with contract documents. /ASoN Wnal Cn�'i 46292 • [)�U`�N, J3/-, .//// / 6 / SPECIAL INSTRUCTIONS: J' C OR: Jim Schantcl Call 24 hours prior to next special inspection. ICBO#5261768-84 CC:CMG3 Construction mar uo uo .ui : dep 5zariing & H55OC. t6021 438-2505 p.2 G STARLING & ASSOCIATES, INC. 5224 S.39th STREET PHOENIX,ARIZONA 95040 PHONE(602)438-2500 W FAX(602)438-2505 C o1 C 11 SPECIAL INSPECTION REPORT i % 0 % TO: City of Glendale S&A JOB NO: 150-06 0 LOCATION:Vehicle Damage. DATE: March 30,2006 e 5732 N 48m 1.n,Glendale.Az. ____ S PRESENT AT SITE: Mike Woods PERMIT NO: 27281 Cold Circle Inc.. INSPECTION ITEM: Grout lilt# 1. REPORT NO: 2 Observed grout lift# 1 in front of house in the area of vehicle impact The following was noted: I. Tradecralt premix grout,(ASTM 387,5000 psi ) was used. 2. The grout was hand mixed on site according to the manufacturer's recommendations and placed immediately. 3. The grout lift started at 12:45 am and ended at 1:05 4. The reinforcing bars were per plan and met the hip requirements for the next lift.. • 5. The grout was mechanically consolidated by an on site vibrator. All work is in compliance with contract documents. r, iC:na1 Engkie4629 yoHSON / '441 i fa: ' 400/ / . , h‘4"Atiirrei.l V / / I/il SPECIAL INSTRUCTIONS: IN r '.' G : Jim Schantcl Call 24 hours prior to next special inspection. IC13O# 5261768-84 CC: CMG3 Construction „ri- .w ..v ... . vcr+ OMcss-A lflup a n75u4i4 .ovc, .,.., au0 p. .y A 4 STARLING & ASSOCIATES, INC. 5224 S.39 STREET00 PHOENIX,ARIZONA 85040 PHONE(602)th 438-25 d FAX(602)438-2505 c • (.. SPECIAL INSPECTION REPORT 13. 11 % �1�g TO: City of Glendale S&A JOB NO: 150-06 • 0 LOCATION: Vehicle Damage. DATE: March 31,2006 c 5732 N 48°'Ln,Glendale_Az. . 3 c PRESENT AT SITE: Mike Woods PERMIT NO: 27281 0 Gold Circle inc._ INSPECTION ITEM_Top grout lift. REPORT NO: 3 Observed the:top grout Jill# 1 in front of house in the area of vehicle impact The following was noted: 1. '1'radecralt premix grout,(ASTM 387,5000 psi )was used. 2. The grout was hand mixed on site according to the manufacturer's recommendations and • placed immediately. 3. The grout lift started at 6:31 am and ended at 7:01am. 4. The bond beam,reinforcing bars and bolts were per plan. 5. The grout was mechanically consolidated by an on site vibrator. All work is in compliance with contract documents. 4tcAre aI E,416 s,, N A' 3462u il'c i N � -- • 4`0 >kIfl JASO ternifif.--!..,,, SPECIAL INSTRUCTIONS: IN `F "1 I R: .lim Sch ntcl This concludes all special inspections for this project. 1C130# 5261768-84, CC:CMG3 Construction nr, aio uo uc: lulu bT.ar1 ing n, MSSOC. 16021 438-2505 p. 1 CJ a(V VEIlltSLE IMPAc T REPAIR epAgri I AMP +. 5"132 N. 461:h-LANE � �1fTCATF J} • STARLING & ASSOCIATES, INC. GLENDALE, ARIZONA 853OI � t� "° • 5224 5. 391H. STREET i 34629 rt' PHOENIX, ARIZONA 85040 .-- JASON (602) 438-2500 JOHN G. SURAKUS MADISON FAX (602) 438-2.505 GMG3 CONSTRUCTION DRAWN BY: .I.e. DATE: 4-3-06 2524 W. MONNINC�SIVt UR. yips s' ed•j%• ••• — PHOENIX, ARIZONA &5023 ZONA 5- DE5I6NE0 DY: .I M. .I0E3 NO: I50-O6 M - 11411E RY FF NDi IND AJU' �► SI OT TOP PL. AS REQUIRED TO INSTALL GLUE AND FILL. SLOT AFTER INSTALLATION JIMPSON ST2115 ANC!IOR BOLT STRAP 2xPLATE • • • . I . . • • 2-#4 IN BOND -` ' ' • BEAM (D SECTION SCALE: N.T.S. 4I3naoa'44 3PM - NJkit— ar_i._ ... . Mar 14 06 08:02a Starling & Assoc. (6021 438-2505 p.3 " t. Mr. Mike Boulanger CMG3 Construction Lorenzo Hernandez Residence March 1 1,2006 Page 2 NO: COMMENT: _4�=V ew_of the-damage-to-the-cast-extcnor m vnry wall due to the vehicle impact. 5. View of the interior at the southeast corner of the house. The structural damage was limited to the east exterior masonry wall. VEIHHCLE 1MPAC•!'DAMAGE ASSESSMENT: 1. The east exterior masonry wall of the house was structurally damaged by the vehicle impact and needs to be removed and replaced from 16"north of the southeast corner of the house towards the north for 8'-0". The new masonry should be "saw-toothed" into the existing masonry ar each end of the replaced section. #4 reinforcing bars should be epoxy anchored into the existing stem wall at the wall ends and 40"on center maximum with Simpson SET epoxy (embed=4"). The roof framing bearing on the masonry wall should be shored in place as required during the removal and replacement of the masonry wall. 2. The remainder of the exterior masonry walls not mentioned above,the interior wood stud partition walls, the roof framing members, the concrete slab on grade floor, and the foundations were not structurally damaged by the vehicle impact and are structurally acceptable to use in the rebuild. See the enclosed partial east wall elevation,section, and general structural notes for the required structural repairs. If additional structural damage is noted once the demolition and clean up has been completed please contract our office to perform a follow up investigation. If you have any questions regarding our investigation or this report,please do not hesitate to call. Sincerely: . a1 Ff . Oi STARLINci arc ASSOCIATES,IIYC:. <t", , ‘;icarte ,6r :ti 34629 ti� H JASON Jason Madison, P.E • p SON j/, Enclosure ��\°.r, ��0 '' f/ �. it npr ui Ub ul ; aep btari ing n. Mssoc. IbUeJ ,t4H-cbUb p. 4 ` SLOT TOP PL. A5 - -REGUtRED TO INSTALL GLUE AND FILL SLOT AFTER INSTALLATION SIMPSON ST2115 ANCHOR BOLT STRAP _ —- _ . /—,2XPLATE . . . . • • • 2-M4 IN BOND-� ' 'I BEAM / // // / / ///1 //// F SECTION SCALE. N.T.S. 114503 • W7y)000 1 f'U)JlnM • 3 •7 -71 02 , Q1 16" 8'-0" EXISTING "PUTGN C ;ABLE" ROOF - - ... ' ... _ ._ . . .. . ...... FRAMING - SHORE ! AS REQUIRED 0.1 cn MASONRY • _.�-� . • ; PER G.S.N. • , I.. : EXISTING MASONRY I el EXISTING . S _• :.. '77" - :_: _-- MASTING 1` _ .._: _. 44 VERTICAL AT a r_�_. _:_ _ _. -= I DOWEL L0GATIONS 0 x 36" LONG DOWELS AT WALL ENDS AND • . •• •. ••• • --..... .. ... . . ...._._.. "..,EXISTING 40" O.G. MAX. - FOOTING I ANCHOR INTO EXISTING ""• ' - - - -•--. STEM WALL STEM HALL W/5IMP50N o► SET EPDXY (EMBED. 4") 0 PARTIAL EAST HALL ELEVATIONcn a N SCALE: I/4'=1'-O" NW FWI•r it AV Till ai m DRAj-N 5' : J.G. J DATE: 3-13-06 N Zpie DESIGNED 3Y: J.M. J03 NO: ISO-0t3 �040,1-141. , I i • �� f 1ChTey $ STARLING & ASSOCIATES, INC, o , I 3274 S. SS STREET I VEHICLE IMPACT PA:k' CMG3 CONSTRUCTION I R. 34629 r- PHOENrX, ARIZONA 85040 5132 N. 45th LANE 2524 W. 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' ".- • •• ' " a" '..., ,...'•".•',V`'-',..%.1''J ,•'.•../..1.:,,','•‘.,.., •• .4.Z.':t"•'C:..?...,41:21r./.!•;•Pe'•.'..^!-<;;}•":.,At..'•,,g141,-0 " Vg•''.$1,?:,,,iik,,,-l•.. . , . .• , • . , • "' '. • .'•' ••• "....4:-••••••.•..,:q.•''.• wi. -8 3.View of the damage to the east exterior masonri wall due to the vehicle 4. View of the damage to the east exterior masonry wall due to the vehicie . impact. impact -' 41, - 1 ,..- .. • •• •.I . .......... . • i .•,..• Wt,.....7r3.•1:—•ir.. •,- :. ,','4%.,*"..:r; 14"','1' if •,.... : • ... 0. .,. . ..,.. .. • f f°'' S,•' `a7,._.. ,{5:15 3 i. ix• 1 -- mod. '-rl .. ah•11 r r` ,��(^�� rii 1 11 i „,ttar C .r•..v.r 'ip:.Str. iY `,. }.rl�ly J,t I' 411 ,'r ..— :�l' tt 7 h .. l�t: al • r•rs 1 tt 3rr.:lt s I , o I...... h .• •� � .. 0 � m y d"?y i ram{ r' rlC - tin rgi:.•,:.d A,ea, N., ' '-'Y"Y'r r Cu r a rh ,••` `✓t,Y)11rt1� .,..' • r- i'ct ti�? en r `�a'',�y r -...afi'it -r ._ ' ;•jai i �'p'{'v0"•�- iy. C� i�3 it� ��}-7^��Y r, J • �,k 7; n"r �1�,r L CO • ;'�• •t j li r•'1r ri -r I. br�i r.,,,1N,11 q'., 'La• ►.� ri • j5�`" ;��S� ~• 6.View of the interior at the southeast corner of the house. The structural s• damage was limited to the east exterior masonry wall. 9 a N a a • a, 0 N ` 4 as m i N G1 0 en '0 • CR Ya r.1 •