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Correspondence (13) i - o '' i .git-e.Pa z9,07. -a-009. ezzz 0 a 3v 7--, i ' ' • RECEIVED JOB - A RAH m A igpipc. 4 A5HRAAA .;i,, BURGSTAHLER ENGINEERS TIGAI:LP OF Civil • Structural SEP 1 3 2005 SHEET NO. 30323 SW Heater Road , C. VO DATE EFf 62_605 CALCULATED BY SHERWOOD, OREGON 9714Q-- - Lin Y OF TIGARD AEV/SE 5 E PT 12,2Doc (503) 625-7432 CHECKED BY BUILDING DIVISION SCAL Or T1 &AA P i A T IN t ' tYAN. iQset,som - 1 1kt 5PCT. ; ; • Rs: O.R.AMM,P4. TMPL4 +- tt17.1tqAin , FILE COPT 1.1.5.J.5 ..14/. HA:, :15,„,,. T.,,,,,,,i,.,c : DEAA Glf'. Re..G.Atizpia& 17.14a.. if.,ropo.... Ct FPIR Oe:cuPAsg.c ! co/vi j c-: - r: l :c: v u 0. P: 6„. E::::::s r : Q. ::: . 1 PR vtp.Srt .174.9 LG M i 5 ERA/ 1 G.a..5 VP om T14.4 1/4.c127 non . 714.G.' PRO-1-6CT ^i4.1. .0.14$. 9.UPP-Ot2.r ,E.R)/1..C-1U.i.triL ., Snwo.-nokm. s.T..4e:L-i; At.L. ,5Tlcur.c :.'r:.t-..5).... WA s Flitkol.p.E..D A4 011Pcp SO. 4 .A4 1mfvz.O.v*-1,4& FAcOvx. GP.R/N.r... 3 A 5.Pra.d15 ,WTH i.rn At1G . .6....tN....51.za i s...Ftohirt.......THAT...weigg-- - a!kicANAL,LY, Pc) lErj• AI.L.. .W...1_01t4cp WA...9. PER.FPIKME777 15.Y, Ag AWS ..E WEI...370rL• i ' C O R T E 1 To co/4c RE Te cp141 REPORT 1/ AAE THAT /tlE I WAS p ttpe i. i 4G- Opm C p .6- t:g f C = 44 P5t, KNfilErt tliii14 ..TIW : C.. f .-= att.r).0. tp.t.- 5P 11 (-I5 etM FIq't.t . MY TE.91104- 'UOd 14(7 A $ctikt1t77- lYET 14:4k mm,..m.pf.GAII71,H ,.0113CTU.4.14.4 07 k) TiNiVAINtc A I < ,,, Pilaf& ,•,..-\° • ; : , ! : 'Zi * : 1. : 5 t) M M AIR Y t i 11./CVe.. R.F13F.01.mt.713: rot 4 : 37 ,,;:.. "r*!tRuciiiriA[.. Q1356RVATION. .(.141 AICCORPARKE 4 .4 1 Wrrii. , ; , 6 p TI 0 ! 1702 0p 17 1)C,I(c. A,T TA Cfrier›) '* 111) 16, '. 1 ! To TH r3E5T. cjF !MY KR.PWLS.pGE7... - 17Rti.C..1*.uRitsL - :: 1 ! BURGS I : r De ci -q-mpT_.. kett.K.E! ',4,.pom. : : 1 lop1ns:12:-3140 If r JOB 13 tAHMA TEMPLE 4 ASHRA, __ °t 1 RGSTAHLER ENGINEERS GARt7 Civil • Structural SHEETN . OF p• 30323 SW Heater Road BY Ve' DATE 5EP 1. `2, Zc SHERWOOD, OREGON 97140 (503) 625 -7432 CHECKED BY DATE SCALE (997 U13C 05SC SECTION 1702 — STRUCTURAL OBSERVATION Structural observation shall be provided in Seismic Zone 3 or C when one of the following conditions exists: 1. The structure is defined in Table 16 -K as Occupancy Cate gory I, fI or Ill, 2. The structure is required to comply with Section 403. 3. The structure is in Seismic Zone 4, N as set forth in Table • 16 -S is greater than one, and a lateral design is required for the en- tire structure. EXCEPTION: One- and two -story Group R, Division 3 and Group U Occupancies and one- and two -story Groups B. F, M and S Occupancies. 4. When so designated by the architect or engineer of record, or 5. When such observation is specifically required by the build- ing official. • The owner shall employ the engineer or architect responsible for the structural design, or another engineer or architect desig- nated by the engineer or architect responsible for the structural de- sign, to perform structural observation as defined in Section 220. Observed deficiencies shall be reported in writing to the owner's representative, special inspector, contractor and the building offi- cial. The structural observer shall submit to the building official a written statement that the site visits have been made and identify- ing any reported deficiencies that, to the best of the structural ob- server's knowledge, have not been resolved. SI RUC Tv .1 02 i i p l ayardil 07 '4 vet • J/ r 16 / c f , � • BURGS EXPIRES: l 2 - 31 05 „09/08/05 THU 15:45 FAX 503 684 0954 CARLSON TESTING Z002 • Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7919 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR ancis Phone (503) 684.3460 Phone (503) 589-1252 Phone (541) 330-9155 9 FAX (503) 684 -0954 FAX (503) 589 1309 FAX (541) 330 -9163 Special Inspection FINAL SUMMARY LETTER September 8, 2005 T0302520.CTI City of Tigard 13125 SW Hall Blvd_, Tigard, OR 97223 -8199 Attn: Building Department Re: Brahma Temple 11505 SW Hall Blvd — Tigard, OR Permit #: BUP2002 -00009 Dear Sir or Madam: This is to certify that in accordance with Section 1701 of the Uniform Building Code, Title 24, we have performed special inspection of the following item(s) per our inspection reports only: Installation of High Strength Bolts Fireproofing (as per attached report only) All inspections and tests were performed and reported according to 'he requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. • If there are any further questions regarding this matter, please do nct hesitate to contact this office. Respectfully submitted, • CARLSON TESTING, INC. -4\ L Vim. v� �-�- c7 James F. Hietpas Operations Manager JFH /mbw • cc: Condor Concept LLC -- Amarish Patel Burgstahler Engineers — Cyril Burgstahler Avinash Pradhan Architects • .09/08/05 THU 15:45 FAX 503 684 0954 CARLSON TESTING I1 003 Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 7C • Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 � S QXlr Testing, t 1I1, C • FAX (503) 584.0954 Phone AX (503) 589 AX ( 541) 3309163 September 8, 2005 T0302520.CTI Permit No. 8UP2002 -00009 FIELD INSPECTION REPORT DATES COVERED: September 9, 2005 PROJECT: Brahma Temple ADDRESS: 11515 SW Hall Blvd — Tigard, OR INSPECTOR: A. Lewis, COP #788 09- 08-05: As requested, CTI representative was on site for special inspection of fireproofing. due to completed nature of structure, inspection was limite d to visual only (lack of access). Fireproofing has been spray applied to structural beams and girders in entire structure. Pan deck was not spayed as far as this inspector can tell_ Visual nspection is acceptable per ASTM E605. Density samples, adhesion /cohesion test and thickness testing not accomplished. `'* CHECK ONE BOX ONLY*" YES NO 1. This is a preliminary inspection only. — OR — ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and will be added to the NCL. Remaining portions 1)f the work, which [E] [] are not preliminary in nature, are to be considered as conf rmin.. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, • CARLSON TESTING, INC. r James F. H e S tpp as D Quality Assurance Manager AL/mbw • cc: Condor Concepts LLC — Amarish Patel City of Tigard Building Dept Surgstahler Engineers — Cyril Burgstahler Avinash Pradhan Architects „Q,S4 g5D �; PA 4 08 8 iQD1 „�:QNDcm Q 0J.`0(I's ro::- ,- :- :.:::::... .... :_a• ,,f ., �. . ,�.o:.::;,:1. ,,, ......,.., __ .. _.. .. ..,�.. ».,,,,....,. ..... ....._ . .....,..,•e�.. : J OB ��R�� Th.M r A at-1M BURGSTAHL'ER ENGINEERS Chili m. Structural il z, G4 sH�Tro. TI AZ V or- `{ p 30323 SW Heater Read !S of, CALCULATED BY _ C445 DATE JAM OY. (0, 10 . SHERWOOD, OREGON 97140 -.0 . (503) 625.7432 CHECKED BY DATE SCALE -- j t i i 1 t 1 1 j • I i I I 1 t l I . ......_ I . ... :. *r t . _. i pK1 � t .'' 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LtR 1 • . i • Inspections Required for: 'B o X00 �- " C.0 / ✓ Code Inspection Description PASS Date By ✓ .Co Te7 Inspection Description PASS Date By • BUP - Building Permit ELC - Electrical Permit 405 Excavation 105 Underground /slab cover 410 Fill 110 Temporary electrical service . 415 Grading 115 Electrical service 205 Footing 120 Electrical rough -in 805 MFG - Structure grading /footing 125 Wall cover 210 Foundation walls 130 Ceiling cover 215 Footing drain 135 Low voltage 220 Slab 140 Sign installation 310 Crawl drain 145 A/C or heating unit circuit 225 Post/beam structural 150 Hot tub /spa /pool 230 Underfloor insulation 195 Misc. inspection: 235 Shear walls /anchors 199 Electrical final 240 Exterior sheathing 245 Firewall 250 Roof nailing ELR - Restricted Energy Permit 255 Wtr proofing basement walls 135 Low voltage 260 Tilt -up panel 195 Misc. inspection: 265 Masonry 199 Electrical final 270 Reinforcing steel (rebar) 275 Framing 810 MFG Structure set-up MEC - Mechanical Permit . 280 Insulation 605 Post/beam mechanical 285 Drywall nailing 610 Gas line 287 Suspended ceiling 615 Mechanical rough -in . 295 Misc. inspection: 620 Hydronic piping 899 MFG - Structure final 625 Duct work 498 Grading final 630 Fire damper 299 Final inspection 635 Smoke detector shutdown 640 Exhaust hood 695 Misc. inspection: 699 Mechanical final BUP - Fire Protection System Permit 905 Sprinkler underfloor /slab PLM - Plumbing Permit 910 Sprinkler rough -in 305 Plumbing underslab 915 Fire alarm rough -in 310 Crawl drain 920 Suppression trip test 315 Post/beam plumbing 995 Misc. inspection: 320 Plumbing rough -in 998 Alarm final 325 RP/backflow preventer 999 Sprinkler final • 330 Water service 335 Rain drain 340 Storm drain SIT - Site Work Permit 505 Sanitary sewer • 405 Excavation 345 Culvert/catch basin 410 Fill 350 Septic tank 415 Grading 395 Misc. inspection: 205 Footing , 399 Plumbing final 210 Foundation walls 215 Footing drain 420 Sprinkler supply lines SWR - Sewer Permit 495 Misc. inspection: 505 Sanitary sewer 498 Grading final 595 Misc. inspection: 499 Final inspection i 599 Final inspection I: \Building \IVR \InspCard - BUP.doc 04/06/04 e5 e .� 1 �� / BUILDING P�'RMIT CITY �A PERMIT #: BUP2002 -00009 ;�I DEVELOPMENT SERVICES DATE ISSUED: 9/18/2002 •'---• 13125 SW Hall Blvd., Tigard, OR 97223 503 -639 -4171 PARCEL: 1S135DA-01400 SITE ADDRESS: 11505 SW HALL BLVD ZONING: C -P SUBDIVISION: LOT: JURISDICTION: TIG Project Description: Reinstated for purpose of FINAL INSPECTION (for 30 days). TEMPLE: Construction of new temple facility. (No Park SDC) REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 4,667 sf N: 1HR S: 1HR E: 1HR W: 1HR TYPE OF USE: COM SECOND: 0 sf PROJECT OPENINGS? TYPE OF CONST: 5 1HR sf N: N S: N E: N W: N OCCUPANCY GRP: A2.1 TOTAL AREA: 4,667 sf ROOF CONST: B FIRE RET? Y OCCUPANCY LOAD: 553 BASEMENT: 5,489 sf AREA SEP. RATED: S T OR: 2 HT: 45 ft GARAGE: sf OCCU SEP. RATED: BSMT ?: Y MEZZ ?: N REQD SETBACKS REQUIRED FLOOR LOAD: 125 psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: BATHS: IMP SURFACE: PRO CORR: N PARKING: VALUE: $ 779,500.00 Owner: Contractor: BRAHMAPREMANANDA ASHRAM /TEMPLE 11515 SW HALL BLVD TIGARD, OR 97223 Phone: Phone: 503 - 222 -2140 r _ _ FEES Reg #: Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLiv] Pln Rv 1/9/2002 $1,854.20 [FLS] FLS Pln Rv 1/9/2002 $1,141.06 • 1 [BUPPLN] Acidl Pin Rv 9/18/2002 $296.39 [FLS] Addl FLS PlnRv 9/18/2002 $182.38 (additional fees not listed here) Total $17,927.32 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and ail other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 -001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503-246.-6699 or 1- 800 - 332 -2344. . Issued By: Permittee Signature: Call 503 -639 -4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection.