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13405 SW HALL BLVD EZZL6 U0bdJ0 'PeOii 1aaa1S Paebil •M'S 8z56 (10') 0' I j 20 4 7_ V1077 c cs - ��ffJ_ 01 avc(3 1 A� � � � .�' �.. �•....w r+w�w•�.�r r...��W��w..-er..r•M i..•i T./wY�4i+a•�••i+r+r.•,i�►w.I.L�•••Z��•'�I'MY�-'".�Yi-'•�•�1�� vP. , JK V11 �3 �•�•,n1�• ... •• '�� AV's -'`=� 10 sv u03 Sop �IvcuclA�p 1, t j SV 1A i� L`%�:��iJ+M'M4fJirI�rYM�c!•1MkNIE+Rivl. - I�I�Rt�lsfiw'T''4�fw►�w�•� .kn:J • -• � 'A.�� 1 / ._.._.� , `—�-.+ .^-_w`+✓r..�.�+.s....+.wa +�r•�..�.r+.. .r...+w.rw.w.r...w�� A 1 { ( r 14 OL i � I Y /I t `�' ,,t► 1 d �i l �1 AV �•��'`117 ti �. ��' �. • l!'V J.V ..l�-/�3 �s,, I �;��...ir..#:r•w•1rJ,. 11 I r � � �-. 1 •3N .� 1. t I `• ` �� l` / ?r M ! ,1 L-L''1::a 7�Es. .:f:::I:A1s711m�.):+mlr3wl.�sxlMll�•.r.►rtlt�tAteydNlfw::a. . ., r < , ' � •� i Fl 3-�S•flit t� \ �� r.. ""....."" ,+� / � ',' si 1 N d 0 °111 HXV 0 + � � r-, �•<..ti-v.+c ,261 X11 1VP �- . 0 -,�Ivzo'o 41 '�� r4Ncx � 3 N1 Nt I 1 Nt'�XJ' � n .�l t'. •fir- �l —�� r11•!.'d�'4 a, �:.- �..:. fi ',.�`'�eft_"i'd _.lam! r.;.., .: _.. ,.-.... .�, ..xw F .•i�'F .:i::{ u } o H� ...:IV( d _ f ._�,.�.... .•r... ._ _...�.._.._.._.........,--_•...--_....,-..�•..._.+u"—.. _ ..... n :.;r +.r:aw"'�"°F' 1"21 d'i{,:. 71 -d�� 'i. r.r.•+.nw«cww�r,w:.aawv+�aw'k.,:,.... 1 iwhFr,.n1s]Yet..,.s4o«.a,.resw+3M.+n+Eli.:. _ - _ - NOTICE: IF THE PRINT OR TYPE ON ANY I ! ! I 1 ! ! ! I � 1 ! 1 ! ( [ I { I I J I I l IPI I l ` I ! I I IJill1 1 1I III T ( TAT TT -1 T 1 I { I i I I� f T l III f I III I I IIIr I 11 1 1 1 1I 1 1 I I 1 1 1 1 1 II I I I � I i IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 4 5 6 7 _ ITIS DUE: TO THE QUALITY OF THE N'o•36 gL 88ZORIGINAL DOCUMENT II8II IIII '1111 ,1111 111 l ZIIII ad',llI 111 IIIIT191 Er �1 • Zw« _ T ��tli3w I .bx IIII 1111 illi IIII IIII IIII IIII I!Ii l 11111!1111! !i!! 11II�LIII 1111 u 1111111111 Zonianp, and Planning Code Summary Map & Tat Lot No.: 2S102DA - 00701 cm Y of TIGARO Zone: R-12 (PD) ...,.. . •-• • -� �� Site Area: 3.7 Acres Section 18.510.060.A.1.a: On sites 2.5 acres or larger, F � - •�•........ an accessory structure may not exceed 1,000 square a r... _. ,.–......__ -------•1 = _ feet. Existinb Storage Bj:"ding Area (24' x 20'): 480 sq. ft. IStorage Building Addition (10' x 20'): 200 sq. ft. I SX KI-P"C''! N60 LR�U45PE_ Total Area: 680 sq. ft. —' — ---- _ Section 18.510.060.A.1.b: An accessory structure may �'`--- — not exceed 15 feet in height. Actual height: 10 feet is7U i LVI Nb CITY OF TIGkiiD IApproved........................................................ roved Conditionally APP ..( i ............................. ( �. For only thew ........ a described in: I I I PERMIT' NO. _ �. See Latter to: Follow.: -- C�-H U ReC .............................. ,lob Ad ss: 3 ............ ....... I - By: S i �............. �: f LI -� _ 'Tigard Christian Church Storage Building Addition t�`*X K-5-vTIN& rAKKIW6' 13405 SW Hall Blvd. l i < Tigard, Oregon 97223 IL L — - Jon C. Styner- i I ! 503-590-0254--! I --I • • • • « « •• . ' I October 1.0, 2001 � • r « • I I I i - -- North I--_-- — — — - - - — — — — _ - Site Plan Scale: 1" = 50' ,p A A a • • • �� - � � • r w a + • • r • a a • • • a • a a • • a ae • • • Y, ..-d,r M.hR*'Sr dnnJ9kti. .xr....,:.ry,r,.aa�:fu,....:....._.,......,•.�.:. w .. _ ...:... .. �. •• ::i �. ..�, .. r^;"" _._... ,a.�..r"ma�rw.a, h..... - 4f� w ,T:'fi ..._. . .. NOTICE: IF THE PRINT OR TYPEOP' ANY -rIr Ilr III Ill Ili Ili III III ,III III III I � r � �T11II Iltlr� i ► � i II1 ! It ! II III Ili III III I � r ! Ilfllt ► II ► II I � ! Ill I � 1 1 III tII ! II I � I III III I � IIIII IIl I � I 1111111 ! � i I � I I � lll ' I 1 1 1 1 1 I I I I I C I 1 1 1 1 N 1 2 3 4 5 6 _ 101 _ AS CLEAR AS THIS NOTICE 7 � 9 - _3�11 1IT• IS DUE TO THE QUALITY OF THE Nn "cow IIMAGE IS OT — 1 ORIGINAL DOCUMENT E- 64 SZ LZ 9Z 5Z I � ZZ ZZ IZ OZ 6T 8I LT yY9 � 5I fiT ET ZT iI T 6 8 ` 9 - -� 4 E Z T ��d�aw II IIII IIII IIII IIII IIII IIII IIII IIII illi IiIIIILIi Illi illi Illi II�i IIII. IIII IIII llll IIII Illllilll III! IIII illi IIII IIII .if�l IIII IIII IIII IIII IIII Illi IIII IIIc illi ll Illi l! . IIII I I I l (l l 11 l ll 1 1�11LUI ll IlJ ll 1 1��11 r I 0 A & GENERAL NOTES (CONT.): ID 51 N I.- IDS ` DESIGN ROOF SNOW LOAD= 25gf p IL 5HOF PRIir'iER 15 A RU51* INHIBITIVE PRIMER. THE PAINT 15 NOT INTENDED FOR DESIGN WIND LOAD= 80 mph, EXPO5UR� '01 LONG-TERM EXR05URE TO THE ELEMENT5. DESIGN 5E 1 JM I C ZONE= ZONE 3 12. BOLTS SHALL CONFORM 70 THE FOLLOWING 5TANDARD5= DL51GN 50iL BEAi21NG FRE55URE: 1500 pof ANCHOR BOUT'S= A5TM A-•301 BUILDING FRAME E30LT5.- A5TM A-301, U.N.O. DEFLECTIVE CRITERIA= ALL BOLT HOLES TO BE 1/16" LARGER TITAN NOMINAL BOLT DIAMETER, U.N.O. INSTALL HARDENED WASHERS WHEREVER HOLE SIZE EXCEEDS THE BOLT DIAMETER PLU5 1/1611 . ROOF PURL i N& L/240 (LIVE L')AD) AND L/180 (TOTAL LOAD) 51ZE WASHER TO EXTEND BEYOND EDGE5 OF NUT OF BOLT HEAD. WALL GIRT5= L/120 (WiND LOAD) 13. REiNFGRCING STEEL SHALL CONFORM TO A5TM A-615, GRADE 60 FOR #4 5AR5 AND LARGER, GRADE 40 FOR #3 BAR5. WELDED WIRE ME514 SHALL CONFORM TO A5TM A-185 TYPICAL F ( 10 K5I MIN. Fq). LAP SLAB EDGE BARS MiDWAY BETWEEN COI.UMN5. ALL LAPS T BE 40 BAR D AMETERS MIN., U.N.O. 14. CONCRETE 5TRENGTH: 2500 PSI MIN. AT 28 DAYS ROOF F'Ui�L INS= 2x8 #2 DF 24" O/C i5. GRADE BEAMS, PIERS, AND SPREAD FOOTINGS SHALL FSE POURED ONTO UNDISTURBED, WALL GiF:T5= 2x6 #2 DF 9 24" O/C NATIVE SOIL WHiCH 15 FREE FROM ANY MATERIAL THAT WILL ADVERSELY AFFECT THE 501L DESIGN BEARING PRE,55URE REFERENCED ABOVE GENERAL Iw 16. LUMBER SHALL BE DOUGLAS FIR-LARCH OF GRADE AND 5IZE A5 5PEGiFiE.D iN AeOVE NOTE5 AND ON PLANS. 1-7• LAG SCREW LOAD VALUES CONFORM TO U.B.C. TABLES 23-111-U AND 23-111-A. 1. WNTRACTORVOWNER TO VERIFY AND CONFIRM AL. CONDITIONS AND DI EN51ON5 AND PREDRILL HOLES, IF NEGE55ARY, TO PREVENT SPLITTING OF WOOD. NOTIFY WEB STEEL BUILDINGS REGARDING D15CREPANCIE5 PRIOR TO START OF WORK. 18. SILL PLATE SHALL BE 2 X 6 PRESSURE TREATED ATTACHED TO FOUNDATION WITH= 2, DRAWING 5CAL.E5 INDICATED ON PL.AN5 ARE APPROXIMATE AND INTENDED TO BE U5ED -HILTI DN72536 POWDER ACTUATED FASTENERS (OR EQUAL) AT 2' O.G. FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRICTION PURP05E5. INSTALLED PER I.C.B.O. W:PORT NO. !290 OR 3. GOVERNING BUILDING CODE= 1991 U 5.C. -1/2"00 ANCHOR BOLTS AT 4' O.C. EMBEDDED 4" MiN. PROVIDE ONE FASTENER OR 4. THE SUPPLYING OF 5TA1"FIED ENGINEERING CALCULATiCN5 AND DRAWINGS FOR TH15 ANCHOR BOLT WITHIN 6" OF MEMBER ENDS. MAINTAIN 2" MIN. EDGE METAL BUILDING SYSTEM DOES NOT IMPLY OR At`! .AGrRfEEMENT THAT WEB DISTANCE FOR ALL SILL PLATE FASTENERS. 5TEEL BUILDING5, iNG. OR A5K4 ENGINEERING, INC. 15 ACTING A5 THE ENGINEER OR 19. SHEET METAL g1DING AND ROOFING, iF USED, 5HALL BE MIN. 29 ga. MATERIAL 5EE ARCHITECT OF RECORD OR DE51GN PROFE551ONAL FOR THE WHOLE OF THE PROJECT. MANUFACTURER'S LITERATURE FOR ALLOWABLE SPAN INFO. AND ATTACHMENT TO ALL 5. ,THESE DOCUMEN75 ARE STAMPED ONLY A5 TO THE COMPONENT5 FURNISHED I3Y WEE, SUPPORTING MEMBERS (MANUFACTURER 15 RESPONSIBLE FOR IN5URING THAT PANEL AND 5TEEL SALES, INC. IT 15 THE RESPON5IB;LiTY'' OF THE PURCHASER TO COORDINATE ATTACHMENT WILL SUPPORT THE ABOVE LISTED LOADS). CI.';-)TOMER ACCEPTS ALL DRAWINGS PROVIDED BY WEB STEEL BUILDINGS WITH OVERALL PROJECT AND/OR RE5PON5I5ILiTY AND LIABILITY FOR ANY 51DiNG OR ROOD�ING MATERIAL U5ED THAT 15 OTHER PLANS IND/OR OTHER COi-!PONENTS. IN CA5ES OF D 15CREPANC I ES, DRAW I NG.3 NOT PROV I DED BY WEB STEEL BU I LD I NC S. PROV i DED BY WEB STEEL BU i LD I NG5, INC. SHALL GOVERN. ro. ANY FiELD MODIFICATIONS OR ALTERATION5, OR THE ATTACHMENT OF ANY EQUIPMENT OR COMPONENT TO WEB STEEL BU I LD I NGS, INC. METAL BUILDING OR THE OM 1551 ON OF ABBREVIATION;c5V ANY PARTS OR P I ECE5 SPEC i F i ED ON STAMPED DRAW I NGS PROVIDED BY WEB STEEL BU i LD i NGS, INC. WITHOUT THE EXPRESSED WRITTEN APPROVAL OF WEB STEEL - CENTERLINE REQ'D - REQU i RED Bl!IL DING5, INC. SHALL VOID ANY AND ALL WARRANTIES AND RELEASE WEB 5TEEL - PLATE 51M. - 511*11LAR 5UIL;')iNG5, INC. AND A5K4 ENGINEERING, INC. FROM ANY AND ALL PROFESSIONAL A.B. - ANCHOR BOLT 5YM. - 5YMMETRICAL LIABiLITY AND/OR OBLiGATIONS. D.A. - DRiLLED ANCHOR T.o. - TRiMMED OPENING N I. SPECIAL INSPECTIONS SHALL BE PERFORMED AT OWNER'S EXPENSE .AND IN EXE'. - EXPOSURE TYP. - TYPICAL � 3$9� ACCORDANCE WITH U. Z. ,5F7(,5F7(-_.F" . 1101 FOR THE FOLLOWING ITEMS= EX�''. - EXTERIOR U.B.G. - UNIFORM BUILDING A) STRUCTURAL WEL`_InG- EXCEPTION= WELDING DONE IN AN APPROVED iNT. - INTERIOR CODE FABR I GATOR5 SHOP iN ACCORDANCE WITH SECT i ON 1101.7 MAX. - MAXIMUM U.N.O. - UNLE55 NOTED 8. ANY ADDITIONAL INSPECTIONS REQUIRED BY BUILDING DEPARTMENT SHALL BE AT MIN. - MINIMUM OTHERWI5E OWNER'S EXPENSE. 0/c - ON CENTER O.G. - ON CEN 1'ER '0 Y 30 ,9a. 9. ALL WELDING SHALL BE PERFORMED AT WEB STEEL BUILDINGS MANUFACTURING PT. - POiNTFT FACILITY IN SANDY, OREGON WITH E10-XX EL.ECTRODE5 BY CERTIFIED WELDERS. NO M. FIELD WELD I NG REQU i RED. 10. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 5TANDA' RD5= WIDE FLANGE A'�D CHANNEL 5NAPE5 ASTM A-3& AP1GLE AS's M A-36 (42 K51 MIN. YIELD STRENGTH; M 4 q T D� WN• MTD • i 1J1� ASK4 Frigln.eering, inc. TIGARD CHRISTIAN CHURCH MWEB STEELim 39084 Proctor Blvd., Suite ' C' e U I L o I N 6 s DATE' 9/'24/2001 SANDY: OR 97055 ADDITION JOB Q• - +5')3 66�- Ea50 37396 RUBEN LANE N 210 i 079 1 TIGARD OREGON SANDY, OR. 97055 INC. Y 5. SHED-'T': ------- - g t OFFICE: (503)-668-3267 FAX: (503)-668-9441 N1 1 NOTICE: IF THE PRINT OR TYPE ON ANY ► IIII � iIifrlTjr I-IT T�_ 1 � 1I1-I-T I � III1i I � I II ► I � i IIi I � i ICI tit III II ► III 1 � 1 -i11 ' iI1 1_f1. IIIIi � I I � I � 1 � 1 I � I � 1 � 1 i � f i � I I � fllll III III IIIII � I ,� I I I I 1 ( � ► I C 1 2 3 4 6 _ _ /1 �C IMAGE NOT AS CLEAR AS THIS NOTICE, 8 9 10 _ _ 1 1 =-- 1 IT IS DUE TO THE QUALITY OF THE _ _ _ --� �- No.36 ORIGINAL DOCUMENT E 6Z � 9Z LZ^ HZ 5Z � Z EZ - ZZ TZ L�'% 6 [ 8T LT e � � I fiT EZ ZT iT OT 6 8 L 8 S I ( 1 I I ( � IIII IIII IIII IIII I{II IIII IIII IIII IIII Illi Illi IIII Illl Llll IIII Illi ll�l IIII. IIII Ill1 IIIIIIIII IIII IIII ll�l IIII.IIII IIII IIII �� IIII Ilrl IIII �1�� IIIIILiIi Illl 111 �l►Ililll lllll i �31,- H W 0 Z. � O a x x� x H � CA r y r' H > d7 2 L t � a x � c x _13405 SW HALL BLVD. _ TIGARD CHRISTIAN CHURCH (OREGON F TIGARD October 17, 2001 Jon Styner - 14955 SW Chardonnay Ave. Tigard, OR 97224 Rc: Storage Shed Addition 1'roicct Information Address: 13405 SW I lall Blvd. Permit No.: BUP2001-00374 Occupancy: S-1 Construction Type: VN Building Area: 200 Sq. Ft. Sprinklered: No The City of Tigard Building Division has reviewed the submitted building plans for the above referenced address in accordance with the Oregon Structural Specialty Code (OSSC), 1998 edition. The following information is required prior to issuance oft ,^permit. 1. Page 4 of the structural calculations indicates field welding with special inspection to take place. Note 9 on Sheet N 1 states no field welding required and all welding to be performed at Web Steel. If field welding will take place, please identify the special inspection agency that will perform the required special inspections. OSSC 1701.1 and 1705.5. 2. Sheet D1 shows an entry door and framing. Please show the location of this door on the plan: and the required landing at the exterior. If you have questions, please call me at(503)639-4171 ext. 311. Sincerely. (7 -W (.iary I.ampella Budding Official C. Seth light PE, ASM Engineering McDaniel Construction Rick 1leiserman, Tigard Christian Church 13125 .,W Hall Blvd., Tigard, OR 97223 503' 639-4171 TDD (503)684-2772 - -----� I CITY OF TIGARD October 22, 2001 � OREGON 1'01 001 PERMI 8n W, Jon St;;ner Job Act 14955 SWChardonnay Ave. By:—"' Tigard, OR 97224 Re: Storage Shed Addition Proiect Information Address: 13405 ,',,W Ilall 111-d. Permit. No.: BUP2001-00374 Occupancy: S-1 Construction Type: VN Building Arca: 200 Sq. Ft. Sprinklered: No The City of Tigard Building Division has reviewed the submitted building plans for the above referenced address in accordance with the Oregon Structural Specialty Code (OSSC), 1998 edition. The plans are approved subjact to the following conditions. 1. All welding will be performed at Web Steel's approved shop. Verification that a monitoring system of inspections by PSI is required prior to final inspection. 2. A copy of the approved plans and calculations shall beat the job site at all times and available to the city inspector for inspection purposes. If you have questions,please call me at(503)639-4171 ext. 311. Sincerely, Gary I_,ampella Building Official C. File 1 4 t L Y ` 1 1 1 I d • • • I i L t / 1 • d i O • 1 L 1 1 • . 13125 SW Hall Blvd , Tigard, OR 97223(5013)6,39-4171 TDD(503)684-2772 -- -- , CITY OF TIGARD BUILDING INSPECTION DIVISION MST 24-Hour Inspect'-,on Line: 639-4175 Business Line: 639-4171 - BUP Date Requested - /moi _AM ZPM BLD Locaticn 1312-6- Suite MEC Contact Person /1 //Jl 7� Ph _ 41fG `7 fS�y�� PLM '2- Contractor Ph SWR ,SOD/ Gds BUILDING Tenant/Owner Retaining Wall ELR Footing /Occ.ess FPS Foundation Ftg Drain SGN Crawl Drain Inspection Notes:� �� - Slab _ — SIT Post&Beam Ext Sheath/Shear ---- --— Int Sheath/Shear Framing -— -— Insulation Drywall Nailing Firewall Fire Sprinkler -------_------ — Fire Alarm Susp'd Ceiling nn J Roof Ll `-e2.4-ff,' I ell Misc: �- Final _ - _0 .2'� PASS PART FAIL � PLUMBING -�b ''kill _Z'2T1 cr✓-� _��i.� d�'ti��i,s�e��, — Post&Beam Under Slab _ _ — Top Out _— Water Se ' _ _ ----_ -- - -- ' r -��y I✓n --�f-Cl; Rain Drains v1 °1Ile ----- na -. ) PASS PART MECHANI-C _ I_'c.rst&Beam ---- �� Rough In ct 4.. Ave Gas Line -- ----,--- Smoke Dampers —_— —_ Final ----- - -- PASS PART FAIL ELECTRICAL Service - Rough In UG/Slab _- Low Voltage Fire Alarm -- —+— Finai i PASS PART FAIL _SITE Ha(Afill/Grading Sanitary Sewer Storm Drain [ J Reinspection fee of$_w required before next inspection. Pay at City Hall, 13125 SW Hall Blvd Catch Basin Unable to inspect-no access Fire Supply Line [ J Please call for reinspection RE: �. [ 1 ADA / Approach/SidewalkDatta y U _ Inspector �r ��9/1._ Ext Other — Final PASS PART FAIL DO NOT REPROVE this iinspection record from five job site. -Z WALTER LAWSON 4 - Ad,eoe 11055 S.W. Clay • Sherwood, OR 97140 Telephone: (503)682-0233 r Dat Service for Address t. .�. PhtSne City 1_ '„-�j ,t'" ,�v _ For Cleaning Septic Tank — �/ — For Cleaning Drain Line / — --- — - For Cleaning Grease"trap _— ( For Extra Labor 1 TOTAL-C 1 z Amount Paid _ Ba!anre Due _ f Due Date_ ---�---- i Signature --- ---- — --- -- ---- —— -- please make check out to present driver Three percent per month Interest charged on bills if not paid In 30 days. Not responsible for septic tank.drain field,curbing or driveway damage. CITYOF TIGARD SEWER CONNECTION PERMIT DEVELOPMENT SERVICES PERMIT#: SWR2001-00254 DATE ISSUED: 9/7/01 13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 PARCEL: 2S102DA-00701 SITE ADDRESS; 13405 SW HALL BLVD ZONING: R-12 SUBDIVISION: BLOCK: LOT: JURISDICTION: TIG TENANT NAME: TIGARD CHRISTIAN CHURCH FIXTURE UNITS: 255 USA NO: CLASS Or WORK: ALT DWELLING UNITS: 1 NO. OF BUILDINGS: 2 TYPE OF USE: COM 'NS FALL TYPE: LTPSWR IMPERV SURFACE: Remarks: Abandon septic tank, pump, fill and inspect. Owner:__--- _ FEES _ TIGARD CHRISTIAN CHURCH Type By Date Amount Receipt 13405 SW HALT_ BLVD TIGARD, OR 97223 PRMT CTR 917/01 $2,070.00 27200100000 INSP CTR 9/7/01 $35.00 27200100000 Phone: Y Total $2,105.00 Contractor: _ Phone: Reg#. Required Inspections Sewer Inspection Septic Tank Filled This Applicant agrees to comply with all the rules and regulations of the Unified Sewage Agency. The pen nit expires 180 days from the date issued. The total amount paid will be forfeited if tl a permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at she measurement given, the installer shall prospect 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer' Perm , // ? Permittee Signa ture:V( 2 Issued by:.. f�_f (, cL c-�6 r_ -J , Call(503)639-4175 by 7:00 P.M.for an inspection needed the next business day Accumulative Sewer Tatty Tenant Name: l� 'rif �r�u/< This SWR#__;'' Address: 0 This PCNA#: Fixture Value Previous Previous Credits Capped Fixtures Fixtures New total New # Value Capped off value added# added #s total Count off#s count value values Baptiste/Font 4 --- i Bath -Tub/Shower _ 4 Jacuzzi/Whirlpool 4— -- -- - Car Wash- Each Sta4 _ 6 — - _ -Drive Through 16 --Cuspidor/Water Aspirator 1 — -- Dishwasher-Commercial _ 4 _v -Domestic— 2 Drinking Fountain - Eye Wash — Floor Drain/sink- 2 inch 2 - 3 inch _ 5 _ 4 inch 6 — _ Car Wash Drn —6 - Garbage Disposal 16 Domestic(to 3/4 HP) -- -- Commercial(to 5 HP) _ 32 Industrial(over 5 HP) 48 Ice Machine/Refrigerator Drains_ 1 Oil Sep(Gas Station) 6 - Rec.Vehicle Dump Station 16 — Shower-Gang(Per Head) 1 _ Stall — 2 — Sink -Bar/Lavato-ry—__ — 2 - _ Bradley 5 — - — — -- - -- __ Commercial 3 -- _ Service 3 -- Swimming Pool Filter 1 — Washer-Clothes ' 6 _— Water Extractor --- Water Closet- Toilet 6 Urinal� _ 6 TOTALS de —_ ��• >`� EDU Total fixture values. divided by 16 _ as •— , 9 HISTORY _ SW --- PLM# EDU# R# PLM# EDU# - SWR# --EDU# SWR# - PLM#--- ---EDU# --- S_WR# — PLM# — EDU# — SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# �� EDU# _ SWR# i Wsts\swrtaly doc CITY OF TIGARDBUILDING PERMIT PERMIT#: BUP1999-00421 DEVELOPMENT SERVICES DATE ISSUED: 09/29/1999 13125 SW Hall Blvd., Tiqard, OR 97223 (503) 639-4171 PARCEL: 2S102DA 00701 SITE ADDRESS: 13405 SVV HAL.!_ BLVD SUBDIVISION: ZONING: R-12 BLOCK: LOT: JURISDICTION: TIC; REISSUE: FLOOR AREASEXTERIOR_W_ALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sl — N: S: E: W: TYPE OF USE: ;OM SECOND: sf _ PROJECT OPENINGS? _ TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf nr.CU SEP. R�,TED: BSMT?: MEZZ?: READ SETBACKS _ _ _ REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP JURFACE: PRO CORR: PARKING: VALUE: $ 30,546.00 Remarks: Re-roof permit Owner: Contractor: TIGARD CHRISTIAN CHURCH BOB CARLSON INC 13405 SW HALL BLVD PO BOX 63 TIGARD, OR 97223 HILLSBORO, OR 97123 Phone: Phone: 640-3623 Reg#: Lc 00005113 FEES u REQUIRED INSPECTIONS Type By Date Amount Receipt Dryrot after tear-off PRM 1• BON 09/29/199 $303.25 99-318706 Final Inspection 5PCT BON 09/29/199 $21 23 99-318706 -- Total — $324.48 i ` y ORIGINAL This permit is issued subject to tht regulations contained in the Tigard Municipal Code, State of OR Specialty Codes and all 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.-001-1987. You rray obtain a copy of these rules or direct questions to OUNC by calling (503) 246-1987 Pennitee , Signature: ��_.lLc , %. iy /i Issued By: l!,>. �� 't, -- Call 639-4175 by 7 p.m. for an inspection the next business day CITY OF TIGARD Plan Check 13125 SW HALL BLVD. Rec'd By TIGARD OR 97223 RE-ROOFING PERMIT APPLICATION Date Recd: - Date to PE: V- 503-639-4171 X304 Commercial and Residential Date to D T: F-503-598-1960 Permit#: 1 C'r 7_- Incomplete or illegible applications will not be accepted Called: Name of Development/Business STEP 2. NEW ROOFING ASSEMBLY 1 72hGArC42 C (X'r-H Material Documentation(UBC Appendix 15) Street AddressSte# Please fill out applicable section and attach copy of rooting Job Site 1340S R/� 5 UO. specifications. Bldg# Cih,/State Zip Listed Assembl Circle&Complete A,B orC) Name 1. Specification#: 07 SVO• Applicant Mailing Address C 2. Manufacturer: GF►.1►=U�{LFIA1h S�JS•� TE MS „- Po, ex63 _ City/State I zip Phone � '3a UL Classification, Roofing N e G� Listed UL Building Materials Directory Page#: Contractor �� C (OR) Prior to issuance Mair ig A gess '3b Warnock Hersey applicant must t !, , _ provide a copy of City/ t Zqip Listed Warnock Hersey Directory Page#: all contractor -/� jJD 'COPY OF ASSEMBLY REQUIRED__ licenses if Phone# Fax# expired in COT - Z / { `t{ B. ICCO Research#: database) State constccontr. Board# Exp. at _ DATED- - ATED t3UiLDING INFORMATION C. SPECIAL PURPOSE ROOFING: WOOD SHAKES Building-Type Of Use (circle one) (review required by plans examiner) SF SFA COM i MF Uilding- Type of Construction: i _ — VALUATION OF PROJECT $ sq ft./0 5LO of roof area 361)546.00 Existing Deck Type Permit fee based on valuation' Combustible OO Non-Combustible ( ) _ ' see Chart on back $ f7ESIDENTIAL ONLY-Class of Work:Alteration City use only: WACO. ❑ REPAIR (MAJOR) (review required by plans examiner) (BUILD) _ _ (UBUILD) _VV),Z's Permit required ONLY when spaced sheathing is covered by solid sheathing. Changes to roof line require Building Permit 5% State Surcharge $ Application. City use only: WACO -y) SUBMIT TWO(2) SETS OF PLANS SPECIFYING (TAX) (UTAX) w I A. Roof area 8 nearest street. 'Required for mayor repairs of Residential B. Attic vents-Provide 1 sq.ft. for each 150 sq. ft. of attic or"C" above ' 65% Plan Review $ space. Vents shall be located in the upper 1/3 of the roof. City use only: WACO' Provide 1 sq ft. for each 300 sq ft when eave& attic (BUPPLN) (UBUPLN) venting is provided - ---TOTAL $ `�`' y� STEP 1. COMMERCIAL ONLY _ I acknowledge that I have read this application and that the Class of Work: Repair information given is correct, that I am the owner or authorized Describe wurK to be done: (check appropriate box) agent of the owner, and that the plans (if applicable) are in ❑ RE-ROOF (circle A,B or C) compliance with Oregon State law Existing built-up roof covering to be REMOVED and deck __ repaired Signature of Ow ar/A t Date B. Existing built-up roof covering to REMAft note applicant must submit an engineer's review of the roof structural elements. Review shall bear the seal(or stamp)of toe architect or engineer licensed in Oregon C6ntact Person Name Telephone C. Asphalt or wood shingle/shake / r y< L (PROCEED TO S TEP 2) _- —`-- '' 1 "y _ �YV' --_ I:ROOFI.DOC(dsts)REV 5/1/98 CITY OF TIGARD BUILDING PERMIT FEES TOTAL PLAN STATE I BUILDING VALUATION OF PERMIT REVIEW TAX PERMIT PROJECT FEES (65%) (5%) FEES 1 1500 25.00 16.25 1.25 42.50 1,501-1600 26.50 17.23 1.33 45.06 1,601-1,700 28.00 18.20 1.40 47.60 1,701-1,800 29.50 19.18 1.48 50.16 1,801-1,900 31.00 20.15 1.55 52'.70 1,901-2,000 32.50 21.13 1.63 55.26 2,001-3,000 38.50 25.03 1.93 65.46 3,001-4,000 44.50 28.93 2.23 75.66 4,001-5,000 50.50 32.83 2.53 85.86 5,001-6,000 56.50 36.73 2.83 96.06 6,001-7,000 62.50 40.63 '.13 106.25 7,001-8,000 68.50 44.53 3.43 1 i6.46 8,001-9,000 74.50 48.43 3.73 126.66 9,001-10,000 80.50 52.33 4.03 136.86 10,001-11,000 86.50 56.23 4.33 147.06 i 1,001-12,000 92.50 60.13 4.63 157.26 12,001-13,000 98.50 64.03 4.93 107.46 13,001-1 f,000 104.50 67.93 5.23 177.56 14,001-15,000 110.50 71.83 5.53 187.86 15,001-16,000 116.50 75.73 5.83 198.06 16,001-17,000 122.50 79.63 6.13 208.26 17,001-18,000 128.50 83.53 6.43 2.18.46 18,001-19,000 134.50 87.43 6.73 228.66 19,001-20,000 140.50 91.33 7.03 238.86 20,001-21,000 146.50 95.23 7.33 249.06 21,001-22,000 152.50 99.13 7.63 259.26 22.,001-23,000 158.50 103.03 7.93 269.46 23,001-24,000 164.50 106.93 8.23 279.66 24,001-25,000 170.50 110.83 8.53 289.86 25,001-26,000 '175.00 113.75 8.75 297.50 26,001-27,000 179.50 116.68 8.98 305.16 27,001-28,000 184.00 119.60 9.20 312.80 28,001-29,000 188.50 122.53 9.43 320.46 29,001-30,000 19300 125.45 9.65 328.10 30,001-31,000 197.50 128.38 9.88 335.76 31,001-32,000 202.00 131.30 10.10 343.40 32,001-33,000 206.50 '134.23 10.33 351.06 33,001-34,000 2.11.00 137.15 10.55 358.70 34,001-35,000 215.50 140.08 10.78 356.36 35,001 -36,000 220.00 143.00 1 1.00 374.00 36,001-37,000 224.50 145.53 11.23 381.66 37,001-38,000 229.00 148.85 11.45 389.30 1 ROOF DOC. (dsts''i REV 511198 ROOFING MATERIALS AND SYSTEMS DIRECTORY 1999 This Directory contains all Listings and Classirications in effect as of December 11, 1998, for product categories covered. Use the Index of Product Categories at the bark of this Directory. OFFICES AND TESTING FACILITIES IN THE UNITED STATES CORPORATE HEAEQUARTERS Underwriters Laboratories Inc. 333 Pfingsten Road Northbrook, Illinois 600t;2-2096 Phone (847) 272-8800 Fax: (847) 272-8129 E-mail: northbrook@ul.com Underwriters Laboratories Inc. Underwriters Laboratories Inc. 1655 Scott Blvd. 12 Laboratory Drive Santa Clara, P.O Box 13995 California 95050-4169 Research Triangle Park, Phone: (408) 985-2400 North Carolina 27709-3995 Fax: (408) 296-3256 Phone: (919) 549-1400 E-mail: santaclaraOul.com Fax: (919) 5476000 E-mail: rtpOul.com Underwriters Laboratories Inc. 1285 Walt Whitman Road Underwriters Laboratories Inc. Melville, L. I., 2600 N.W Lake Road New York 11747-3081 Camas, WA 98607-9526 Phone: (516) 271-6200 Phone: (360) 817-5500 Fax- (516) 271-8259 Fax: (360) 817-6000 E-mail: melville(cTul.corrm E-mail: camas(aul.com Additional offices are listed in the back of this Directory. Website: WWW.UI.COM Underwriters Laboratories Inc. (UL) provides services from more than 225 locations throughout the world. QL Founded in 1894, UL is an independent, not-for-profit organization dedicated to testing for public safety. UL and its subsidiaries operate facilities throughout the world for the testing, certification and quality assessment of products, systems and services. With an unwaverirg commitmen', to public safety and societal well-being, UL provides the highest level of conformity assessment services to its global clients. ISBN-0-7629-0380-5 COPYRIGHT (c) 1999 UNDERWRITERS LABORATORIES INCA IWAM 1999 Roofing Materials and Systems Directory ROU" COVERING MATERIALS(TEVT) — _ ROOF COVERING MATERIALS (TEVT) 163 ROOFING SYSTEMS (TGFU)—Continuer! ROOFING SYSTEMS (TGFU)—Continued p•insulation:Firestone Building Products"Iso-954t.",Cetotex"Energy-Loc", Membrane: 'GenFlex Black 1P0', "Genflex ex White TPO" or "GenFlex Grey ti. Firestone Building Products"ISO l . To R-II,"GenFlex Iso 3", "Genflex Tapered Iso 3"."GenFlex NB 3", NRG W TPD" (45 or 60 mil). Barriers"E'NRG'Y 2G", any thickness. 87. Deck: NC Incline: 1/2 Membrane: "GenFlex RM-T", 70-100 mil (TPA). Insulation (Optional):One of the following any thickness. Class C- Mechanically Fastened I. Polyisocyanurate. Deck: NC Incline: 1/2 2. Perlite. Insulation:Cetotex"Top R IT",Celotex"Hy-Therm AP",Apache"Pyrox"or 3. Glass Fiber. "Genflex Iso 4","Genflex Isofiber 4","GenFlex N84","GanFlex Tapered Iso Barrier Board: Wood fiberboard (1/2 in, min), 1/4 in. min Georgia 4". Atlas Energy "ACFoam II", "GenFlex Iso 3", "GenFlex Tapered Iso 3", Pacific Corp. "Dens Deck' Overlayment Board" or 1/2 in. min gypsum "GenFlex NB 3", NRG Barriers "E'NERG'Y-1" or "E'NERG'Y-2" or Apache board. Building Products"Apache White Line", any thickness. Membrane:"Genflex Black TPO"or"GenFlex''!hite TPO"or"GenFlex Grey Membrane: GenFlex I1 EPDM, 45 or 60 rmil. TPO" (45 or 60 mil. _. Deck: NC Incline: 1/2 88, Deck:C-15/32 Incline: 1/2 Insulation: Rmax "Multi-Max", Johns Manville "UltraGard Gold Celotex Insulation (Optional): One of the following any thickness. "Hy-Tec", "Energy-Lok", "Thermax Hy-Tec Plus", "Thermax Hy-Tec Plus-2", 1. Atlas Roofing "AC Foam II", International Permalite"ISO-Lite E",Johns Manville"UltraGard Gold SP", 2. Rmax "Multi-Max FA", Cetotex "Top•R-II", Rmax "Thermaroof Plus" (printed side down), 1 in. 3. Johns Manville"E'NRGY 2". min thickness. 4. Apache Products"PYROX". Membrane: "GenFlex II FRM" (EPDM), 45 or 60 mil. 5. Celotex"HY•THERM AP". 3. Deck: C-15/32 Incline: 1/4 i 6. Firestone Building Products "ISO 95-GL". Insulation: Celotex "Hy-Tec/Energy-Lok any thickness, joints in Barrier Board: 1/4 in.min GP Gypsum"Dens Deck" Overlayment Board" insulation offset 6 in, with joints in deck. with all joints staggered min of 6 in, from the plywood joints. Membrane: "GenFlex 11 FRM" (EPDM) 45 or 60 mil. Membrane: "Genflex' Black TPO, "GenFlex"White TPO or"GenFlex" Grey Deck: NC Ir climes 1/4 TPO (45 or 60 mil). Insulation: Firestone Building Prod-,.cs "ISO 95+GL "ISO 95+GW" or 99. Deleted. Atlas Energy Products"ACFoam 'I", 'GenFlex Iso 3", "Genflex Tapered Iso 9o. Deck: C 15,32 Incline: 1/2 3 , 'GenFlex NB 3 NRG Barriers 'E'NRG'Y 2" or "E'NRGY 2A", Celotex Slip Sheet: Two layers Atlas Roofing "FR50". "Colo-Foam Ultra" or "Tri-Star" any thickness. Membrane: "GenFlex Black TPO", "GenFlex White TPO", "GenFlex Grey Membranes "GenFlex II FRM" (EPDM), 45 or 60 mil. TPU", 45 or 60 mil or GenFlex RM(PVC) 48 or 60 mil. 5. Deck: C-15/32 Incline: 1,2 91 Deck: NC Incline: 2 Barrier Board:Regular or water resistant wallboard, 1/2 in. nom,joints insulation:Owens Corning Specialty Products"Foamular',any thickness. in ,va(lboard offset 6 in. with joints in deck. Slip Sheet: Atlas Roofing "FRIO"or"FR11'. insulation: Rmax "Mutti•Max', "Thermaroof Plus', Johns Manville Membrane: "GenFlex RM" (PVC) 48 or 60 mil, "UltraGard Gold", "UltraGard Gold SP", Celotex "Hy-iec", "Energy-Lok", 92. Deck: C-15/32 Incline: 1/2 Thermax Hy-Tec Plus "Thermax Hy-Tec Plus-2","Top-R-II",International. Insulation: Polyisocyanurate or polystyrene ,any thickness. Permalite "ISO-Lite E" (printed side down). 1 in, min thickness. Barrier Board: 1/2 in. (min) gypsum board or 1/2 in. (min) GP Gypsum Membrane: "GenFlex it FR,"' (EPDM), 45 or 60 mil. Dens Deck' Overlayment Board". 5. Deck: C-15,32 Incline: 1/4 Membrane: "GenFlex RM" (PVC) 48 or 60 mil, "GenFlex Btacr TPO", Barrier Board:Regular or water resistant wallboard, 1/2 in. nom.joints GenFlex White TPO","GenFlex Gray TPO"or"GenFlex Charcoal Grey TPO in wallboard offset 6 in, with joints in deck. 45-o0 mil. Insulation:Firestone Building Products 'ISO.95+GL".Atlas Energy Products 93. Deck: NC Incline: 2 "ACFoam ii". "GenFlex Iso 3", "GenFlex Tapered Iso 3", "Genflex NB 3", insulation:"Genflex ISO 5","Genflex Tapered ISO 5", 'Genflex Iscfiber 3" NRG Barriers 'E'NRGY 2" or "E'NRGY 2A", Celotex "Ceto-Foam Ultra" or or "Genflex NB". "Tri-Star', any thickness. Membrane:"GenFlex TPO 45.60 mil. "GenFlex RM"(PVC) 48 cr 60 mil. Membrane: "GenFlex IT FRM" (EPDM), 45 or 60 mil. Class B - Mechanically Fastened 7. Deck: C-15,32 inclines 1 I. Deleted Slip Sheets Lydall "Manniglas 1200", 15 mils. 2. Deck: C 15'32 incline: 1 insulation (Optional): One of the following, any thickness: Base Sheets Type G3 cap sheet, A. Celotex HyTherm AP". Membrane:"Type Gx RM" (PVC), 48 or 60 mil. B. NRG Barriers"E'NRG'Y IA","E'NRGY 2A","E'NRG"Y 2"or"E'NRGY 2'. 3. Deck: ( 15'32 Incline: 1/4 Membrane: "GenFlex RM" (PVC) 48 or 60 mil. Base Sheet:Type G3 (may or may not be inverted.) 8. Deck: 3' Incline: 1.1%2 Membrane: "GenFlex II EPDM 45 or 60 mil. Gypsum Board (Op..anal): 1/2 in., mechanically fastened. 4. Deleted Insulation: RMax ,Ply t' or "Multi-Max", Apache Building Products 5. Deleted v^r of ,enFlex Iso 4'. "GenFlex Isofiber 4"."GenFlex NB4", "GenFlex ti. Firestone Building Products "Iso 95+GL", Atlas Energy Deck: NC Incline: 3 Tapered Tso 4 Insulation: Wood fiber (Huebert), 1 in, to 2 in. or Firestone Building Products"AC Foam II". "GenFlex iso 3"."GenFlex Tapered Iso 3","GenFlex 'inducts"Fibertop E","Fibertop C",'Fibertop S"or"Fibertop SE-. 1,'2 in. NB 3", Johns Manville"UltraGard SP"or NRG Barriers"E'NRGY 2G" 1-1/2 to 2 in. thick, asphalt side down. in. thick min, mechanically fastened or '-it mopped. Membrane: "GenFlex 11". "GenFlex I1 FRM" (EPOhi), 45 or 60 roil. Membrane: GenFlex RM-T", 70.100 mil (,PA). Surfacing(Optional for"GenFlex 11 FRM"):Aker the EPDM is allowed to 9. Deck: NC Incline: 1-1,'2 weather for approximately two weeks, apply "ACE" roof coa�.ng at 1 Gypsum Wallboard (optional): 1/2 in., mechanically fastened. gal,sq.Optional:General purpose or silica sand(sieve site of-i to 100' insulation/Slip Sheet:Polystyrene 1-4 in,thick covered with glass fiber may be applied into the wet coating at 35 lb/sq. slip sheet. 7 Deleted Membrane: "GenFlex RM-T" no-100 mil (TPA). 8• Deck:C-15/32 Incline: 1.1,2 li) Deck: 1 1 2 T& G Incline: 1 Barrier Board:Water resistant wallboard, 1/2 in,nom,joints In Aaltboard Barrier Board: 3/8 in. ,nin plywood. offset 6 in. with joints in deck. Membrane: 'GenFlex % d-T", 70.100 mil (TPA). Insulation: Wood fiber (Huebert), 1 In. tc 2 in. thiel- or Firestone Class A - Other Ruilding Products"Fibertop E","Fibertop C',"Fibertop S"or 'Fitertop SE'. 1 Deck: C-15/32 incline: 112 1/: in. to 2 in, thick, asphalt side down. insulation (Optional):Isocyanurate, extruded at expanded polystyrene. I3embrane: "GenFlex TI", "GenFlex II FRN," or "GenFlex II FRM-FR" phenolic, wood fiber, glass fiber or perlite, any thickness. (EPOM), 45 or 60 mit, Barrier Board: Gypsum wallboard. 184 lbs/sq min, .463 min,joints in Surfacing (Optional for"GenFlex 1I FRM" ant 'GenFlex 11 FRM-FR"): waitboard offset 6 in. with joints in deck. Aker the EPDM is allowed to weather for approximately two weeps,appl., Membrane: "GenRex II FRM" (EPDM), 0.045 mil, mechanically fastened "ACE" roof coating at 1 gal;sq. Optional: GeneriA purpose or silica sd: (prefabricated (Modular) building assemblies only) or fully adhered, See (sieve size of 50 to 100)may be applied into the wet coating at 35 lb/sq. Single Piv Systerr,: fr• de'ails Deleted SPRAY APPLIED FOAM ANT) COATING SYSTEMS i0. Decks NC Inclines 1 Class A Base Shesett Type G3, hot mopped or nailed. LOOK FOR rHE UL MARK ON PRODUCT Member of F NATIONAL ROOFING µ, L.SON INC. I I I I I AS Roofing and Shc.•et Metal ( "ntra�tor� _ — July 15, 1999 Mr. Rick Heiserman W.E. Group Architecture 122 SW Srd Portland, OR 97204 RE. Tigard Christian Church �A Dear Rick. General SPecificatiors -Furnish owner with required certificates of insurance prior to job commencement. -Implement all OSHA required safety standards throughout the project. -Maintain a clean, watertight and orderly job site and upon completion remove all / roofing debris. Roofing SS�ecifications 1) Furnish and install a layer of 112" thick Gypsum board mechant,;ally fastened into the existing roofing. 2) Furnish and install new Genflex Rm .048 mil membrane, mechanically attached, heat welded and PVC system. 3) Furnish and ir,stall new membrane flashings on parapet walls a minimum of twelve (12) inches 4) Remove and dispose of existing plywood on parapet walls and replace with 24 gauge prepainted wall skirt metal complete with S-lock joints 5) Along gutter edges furnish and instail new PVC coated drip metal by welding field membrane on top of flange 6) Along composition area remove first 3 courses of shingles and install base flashings up a minimum of 12" to achieve a proper tie in 7) Along concrete wall furnish and install base flashings up 12" minimum and counter flash over the top of mernbrane Ah 26 gauge p-epainted surface mount metal 8) Clean gutters and haul away debris 9) Provide manufacturers 10 yea- full system warranty. 10) Upon completion all work areas to be left in a clean and orderly condition. P.O. BOX. 63 ° 560 S.W. hfaple St. • Hillsboro, Oit 97123 (503) 640-3623 • Fax (503) 640-4840 a�0 r,(i NOTE: This proF os; I does not include children's wing (newer roof area) or composition roof areas. Total price for specifications listed above $30,546.00 Following completion of and payment for the above work, we will furnish our D,-nitad warranty applicable to all above work completed by our firm for a period of 2 years. We will Le glad to furnish a written copy of our warranty to you upon your request. These prices are subject to revision if work is not accepted by August 27, 1999 and terns of contract to be net upon completion unless otherwise stated. If payment is not made when due and deb; is placed in the hands of an attorney or agency for collection, debtor is liable for reasonable collection costs including reasonable collection fees. Acceptance: I hereby accept and authorize you to do the work indicated above and agree to pay th.) amount mentioned in said proposal according to the terms thereof. Accepted: Date: Print Name / Title Sincerely, Jim D. Davis-' Project Manager Bob Carlson, Inc ccs#5113 JDD/k19 143J1 CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour Inspection Linc: 6394175 Business Phonc: 6394171 Date Requested: ,,lel 7 A.M. P.M. MST: Location: r 3 ,�o /�Zz�..e_f ^„�� BUP: _ Tenant: Suite: Bldg: MEC: Contrador: ` i Phone: PLM: Owner: _ Phone: ELC: d 7 ELR: SIT: BUILDING BLDG(con't) PLUMBING MECHANICAL TRICAL_> SITE Site Post/Beam Post/Beam Post/Beam Cover/Service Sewer/Storn► Footing Roof Undl'1/Slab Rough-in Ceiling ,�� Water Line Slab Framing Top Out Gas bine Rough-In / t�---� UG Sprinkler Foundation Insulation Sewer Ifood/Duct Reconnect Vault Itsmt Damp Drywall Storm Furnace Temp Service MISC. Masonry Ceiling Rain Drain A/C UG Slab Shear/Sheath Fire Spklr/Alm Crawl/Found Dr IIcat Pump It Approved Approved Approved FAIL, Approved Appr/Sdwlk No.Approved Not Approved Not Approved d N�,t Approve' FINAL FINAL FINAL FINAL �5"'D •4 L-AI& f7 Cd11 for reinspection ,�Reinspection fee of S_ —required before nest in tion C3 Unable to inspect tnspectot:�_ '"? _ Date: _ - Page of _ I� CITY OF TELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELC97-0687 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 DATE ISSUED: 10/16/97 PARCEL: 251O2DA-00701 SITE HDDRESS. . . : 134O5 SW HALL. BLVD SUBDIVISION. . . . : ZONING:R-1.4 BI_ )CK. . . . . . . . . . : LOT. . . . . . . . . . . . . .. JURISDICTION: TIG Pro j ect Descri pt i on : Installing first branch circuit and I add'1 branch circuit --------------------------------------------- ---RESIDENTIAL UNIT•---- ---TEMP SRVC/FEEDERS---- ------MISCELL.ANEOUS---- -- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EACH ADD' L 5O0SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/JUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 MANF. HM/ SVC/FDR. . : 0 601+amps-1000 volts. : 0 MINOR LABEL ( 10) . . . : 0 ---SERVICE/FEEDER--- -----BRANCH CIRCUITS------ ---ADD' L INSPECTIONS----- 0 200 amp. . . . . . : 0 W/SERVICE OR FEC.DER: 0 PER INSPECTION. . . . . : 201 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 1 PER HOUR. . . . . . . . . . . : 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 1 IN PLANT. . . . . . . . . . . : 0 801 - 1000 amp. . . . . : 0 -------------------PLAN REVIEW SECTION- 1000+ ECTION------------------ 1000+ amp/volt. . . . . : 0 ) =4 RES UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FAR > = 225 AMPS. . : C!_ASS AREA/SPEC OCC. : Owner-: _____.____-._____-._.-_._._______________._.________._______.__.- FEES TIGARD CHRISTIAN CHURCH type amoi.mt by date r-ecpt 13405 SW HALL BLVD PRMT $ 40. 00 B 10/ 16/97 97-300109 TIGARD OR 97223 SPCT t 2. 00 B 1.0/i6/97 97--300109 Phone #: Contractor: -- SHARPE ELECTRIC INC $ 42. 00 TOTAL 221605 SW R I GGS - -- - - RE DUI RED INSPECTIONS - BEAVERTON OR 97007 Ceiling (over El.ect' l Service Phone #: 640_--7937 Wa.l ' ever Elect' 1 Final Reg #. . : 000815 This persit is issued subject to the regulations contained in the Tigard Municipal Code, State of Oregon Specialty Codes and all othe! applicable laws. All work will be done in accordance with approved plans. This persit will expire if work is not started within 18N days of issuance, or if work is suspended for sore 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 952-881-8818 through OAR 9522AMI-1997. You eay obtain a copy of these rules or direct questions toy 'ng (5831246-1987. ,/ LL 7 rlev-mittee Signatl.:re : _ Isri_ied By : ---------- ---OWNER___._.__---OWNER INSTALLATION The installation is being made on property I own which is not intended for- sale, orsale, lease, or, rent. OWNER' S SIGNATURE: DATE: INSTAL O1A ONLY---------------------------- SIGNATURE OF SUP R. ELEC' N e [1n x `'�, DATE: T CENSE NO: f ++++++++++++-+•+ i ++++•F t++++++++++t+++++++++++++++++++i•+++++++-r+-f+++++•+-+++++++ k ! i Call 639--4175 by 7:00 p. m. for an insper_tion needed the next bi.isiness ..'try 1 +++++4................+ +++++++++++•+++++-F+++++++++t++++++++++++++++++++++++, I+++ CITY OF TIGARD Electrical Permit Application PlanCheriii)u 13125 SW HALL BLVD. Reed Date Rec'd TIGARD OR 97223 Date to P.E. Phone (503) 639-4171, x304 Print or T Date to DS-T, � _ � Inspection (503) 639-4175 Type Permit U�_ � Fax (503) 684-7297 Incomplete or illegible will not be accepted Called _ 1. Job Address: 4. Complete Fee Schedule Below: Name of Development __ Number of Inspections per permit allowed Name(or name of business) Service included: Items Cost Sum Address_ I3y`,J �� 1�Rc s_ �-�%n 4a. Residential-per unit 1000 sq.ft.or less $110.00 q City/'State/Zip __ Each additional 500 sq It m portion thereof $25.00 I_i Commercial 0 Residential❑ mlled Energy 525.00 Each Manuf'd Home or Modular Dwelling Service or Feeder $68.00 _ 22a. Contractor installation only: (Attach copy 01 urrent license )- 4b.Services or Feeders Electrical Contractor J cs, C ` �. installation,alteration,or relocation 200 amps or less $60.00 Addr �` r e 201 amps to 400 amps $80.00 7 City State A Zip O-Z 401 amps to 600 amps = $120.00 _ 2 Phone o - 601 amps to 1000 amps $180.00 a lob No. Over 1000 amps or volts $340.00 -r- Reconnect only $50.00 Elr�. Cont. Lice. N-No"S ' Exp.Date_ -� --_ OH State CCB Reg. No. Exp.Date �� 4c.Temporary Services or Feeders COT Business Tax or Metro(� Exp.Date-9 / -�1{ installation,alteration,or relocation 200 amps or less � $5000 Si nature of Su r. Elec' _ 201 amps to 400 amps $75.00 _ ? 1 P 401 amps to b00 amps $100.00 1 Over 600 amps to 1000 volts, License No. Exp.Date /(, I, _ see"b"above. Phone No. . --- 4d.Branch Circuits New,alteration or extension per panel 2b. For owner installations: a)The lee for branch circuits with purchase or service or Print Owner's Name_._-.. feeder fee. Address - Each branch circuit �. $5.00 --- b)The fee for b•nnch circuits City State-___ Zip _. without purchase of Phone No. service or feeder fee. ¢ , 1 first branch circuit $35.00 _ The Installation is being made on property I own which is not Each additional branch circuit 4- $5.00 intended for sale,lease or rent. 4e.Miscellaneous (Service or feeder not Included) owner's SignatureEach pump or Irrigation circle $4000 _^ 2 Each sign or outline lighting $40.00 2 3. Plan Review seciicn (if required):* Signal circult(s)or a limited energy $�� 2 _ ^ panel,alteration or extension Minor Labels(10) $100.00 -- Please check appropriate item and enter fee in section 5B. 4 or more residential units in one structure 4f.Each additional inspection over _ Service and feeder 225 amps or more the allowable In any of the above System over 600 volts nominal Per inspection $35 00 Classified area or structure containing special occupancy Per hour $55.00 as described In N.E.C.Chapter 5 In Plant $55.00 *Submit 2 sets of plans with applicabon when:any of the above apply. 5. Fees: c . Not required for temporary construction services. 59.Enter total of above fees $ - - 5%Surcharge(.05 X total fees) $ NOTICE Subtotal $ 5b.Enter 25%of line 5e for PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS Plan Review It reguir (Sec 3) $ ------ NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK Subtotal $ -IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. Trust Account p Total balance Due L I 0stsTic96 APP Rey 9196 CITY OF TIGARD MECHANICAL DEVELOPMENT SERVICES PERMIT PERMIT #. . . . . . . : MEC97--0369 13125 SW Hall Blvd., Tigard,OR 97223 (503)639-4171 DATE ISSUED: 10/08/97 PARCEL: 2S102DA-00701 I TF ADDRESS. . . : 13405 SW HALL BLVD ' -1_)BD I V I S I ON. . . . : ZONING: R-12 BLOCK. . . . . . . . . . : 1-01.. . . . . . . . . . . . . JURISDICTION: TIG CLASS OF WORK. . :Al_..T FLOOR FURN. . . . : 0 EVAP COOLERS: 0 TYPE OF' USE. . . . :COM UNIT HEATERS. . - 0 VENT FANS. . . : 0 OCCUPANCY GRP. . -A3 VENTS W/O APPL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 0 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL TYPES---------------- 0-3 1-1 P. . ., . : I DOMES. INCIN: 0 :GAS HP. . . . : 0 COMML. INCIN: 0 MAX INPUT: 15000 BTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS')— : Y 30-50 HP. . . . : 0 WOODSTOVES. . : 0 GAS PRESSURE. . . : M 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF AIR HANDLING UNI'15 OTHER UNITS. : 0 FURN ( 100K BTU: 0 10000 cfm : 0 GAS OUTLETS. : I FURN )=100K BTU: 1 > 10000 c,Fm : 0 Remarks : Tigard Christian Church oil furnace to gas furnace and new a/c replacesent Uwr er: FEES TIGARD CHRISTIAN CHURCH type amount by date recpt 13405 SW HALL BLVD PRMI $ 25. 50 B 10/08/97 97-299889 TIGARD OR 97223 PLCK t 6. 38 P 10/08/97 97-299889 5PCT $ 1. 28 B 10/08/97 97-299889 Phone #: Contractor,: SPECIALTY HEATING R FABRICATIO 9528 sw TIGARD ST ------------------------ $ 33. 16 TOTAL TIGARD OR 97223 Phone #: 620-5643 Reg #. . : 006657 REOUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Muricipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This permit rill expire if work is not started Cooling Unt Insp within 100 days of issuance, or if work is suspended for more Fir-e Damper Insp than 180 days. P.TTENTION: Oregon law requires you to follow rules S. D. Shut--down adopted by the Oregon Utility Notification Center. Those rules are Final Inspection set forth in OAR 952-001-90I0 through OAR 952-MI-OW. You say obtain copies of these rules or direct questions to OUNC by call,ng (503)246-9187. Issue 13yi 614411 41811ql----- - Permittee Si gnat ure 4 F+4.................4-++++++4++4...........4....4................................. Call 634-4175 by 7:00 p. m. for inspections needed the next business day ...............4-+4-+++4.............4-4-++..................4........4........+++4 Plan Check St r" L CITY OF TIGARD Mechanical Permit Application Recd By 13125 SW HALL BLVD. Commercial and Residential Date Recd TIGARD, OR 97223 Date;o P E Date to DST (503) 639-4171, x304 l G Permit Print or Type +r t O � ` - Called _ Incomplete or illegible applications will not be accepted l.rme of t)eveioomentr Project Description Table 1 Mechanical Coda oTY PRICE AMT Job ! ,treataddress I / Sunee AI Permit Fee -0- -0- 1000 Address 113 s W /// � Bidge may, late Zip B) Supplemental Perm t 3.00 z L--? Name for name of business) I Furnace to 100 000 BTU 600 owner I I ill C I{ 11 Isr/,4r/;�uR C H ncl durts 3 vents Mailing Address, W 2 ) Furnace 100 000 BTU+ f 7 50 p4? -. W incl ducts&vents _ t i late Z,p Phone 3) °loor Furnace 600 ✓o/ 0Y9? L i T 6 r/- / incl.vent Name for name of business) 4) Suspended heater wall heater 600 ()("', - or floor mounted heater _ CCupant Mailing Address 5) Vent not incl in 300 appliance permit aty,Sute Zip Pnons 6 I Boder or comp, heat pump.all,cond f 6 U0 to 3 HP absorb unit to LOOK BTU Contractor Name 7) Boiler or comp.heat pump,air cond it 00 Prior to ).>rL �/9 �� /�f � 3-15 HP,absorb unit!o 500K BTU ssuance Mailing Address 81 Boiler or comp heat pump,air cond 1500 applicant ~S —, o L,-) 15.30 HP absorp unit 5-1 and BTU must provide all C r tele Zip Phone 9) Boder or comp,neat pump,air cond -- 22 50 contractorl t( cr- 620 S6 30-511 HP absorp unit 1-1 75 and BTU license Orvqon Conn Cont Board Lic a Exp Oslo 10) Boder or comp,heat pump,air cond 37 50 nfonnation 6 6 S 7 if S / >50 HP:absor unit 1 75 and BTU `or CCT COT Business Tax or Metro a Exp 0alb 11 ) Air handling unit to 4 50 j ratabase) 10)00 CFM I--� Architect gar—�e 12) Air handling -,i t-- 750 10.000 CTM or Mailing Address 13) Non portable 4.50 evaporate cooler Engineer C $1H° Zip Pnons 14) Vent fan connecter 3.00 to a single duct VDescribe work New O Addition O Alteration ge— Repan 0 15) Ventilation system not 450 to to done Residential O Non-residential- included in appliance permit Addition,i Oe:.cnptlon of work C i L f-k r tiA� 16) Hood served by mechanical exhaust 4 50 (� IJP, taw NA< bier Y2 00-1-v A/,-Ke 4,v-t 17) Domestic incinerators 7 50 Existing use of 18) Commercial or ndustnaltylbe 3000 budding or property incinerator 19 1 Repair units I a 50 Proposed use of d R f 20) Woodstove 4 50 budding or property 1 _ _211 Clothes do er etc __ 4.50 Type of fuel-oil O natural gas)< LPG 0 eiectnc 0 -221 Other units 450 I hereby ackncwiecge that I have read this application that the 1231 Gas piping one;o'our ouhets I 2 0 information given s ccrect.that I am the owner or authonzed agent of the owner jthat plans submitted are in compliance with gregon State 241 More than 4-per outlet ,each) 50 laws. /vC l� 1'yl`J— % Zj 1Z 3 Signature of owner/Agent Date (]TY SUBTOTAL 6z�-S{a 3 SUBTOTAL 5 Contact Peraod Name Phone 5'/o SURCHARGE r PLAN REREVIBV 25'3 OF SUBI OTAL TOTAL i 1ds:,rrechpmt doc .rev-96) 'Minimum permit fee is 525+511a surcha�a General TTR048CI00A Data OUTDOOR UNIT O O TTR048C100A POWER CONNS.—V/PH/HZ 200/230/01/60 01 CERTIFIED IN ACCORDANCE WITH A R I STANDARD 2101240. MIN,ARCH CIA.AMPACITY(D 32 ©RATED IN ACCORDANCE.WITH A.R I.STANDARD 270. BR.CIA. MAX.(AMPS) 50 PROT.RTG RECMD(AMPS) 50 NOISE RATING(DECIBELS)O _ 80 _ COMPRESSOR CLIMAT N0.USED•N0.SPEEDS 1•1 VOLTS/PH/HZ 200123011/60 R.L.AMPS•L.R.AMPS 24.0.119 BACH.CIA.SELEC.CUR.AMPS 24,0 OUTDOOR FAN—TYPE PROPELLER SPLIT SYSTEM PIA(IN)•N0.USED 18.1 TYPE DRIVE-NO SPEEDS DIRECT•1 0O CALCULATED IN ACCORDANCE WITH NAIL,ELECTRIC CODE. CFM @ 0 0 IN W G (-4) 2215 SUITABLE FOR USE WITH HACR CIRCUIT BREAKERS OP.FUSES. NO.MOTORS HP I•1/5 U STANDARD AIR•DRY COIL-OUTDOOR MOTOR SPEED R PM 1075 VOL 9 p!CHZ -- — 200123011160 @ THIS VALUE APPROXIMATE FOR MORE PRECISE VAl JE SEE FL.AMPS _ _ 1.6 UNIT NAMEPLATE AND SERVICE INSTRUCTION, OUTDOOR COIL—TYPE SPINE FIN1w O MAX.LINEAR LENGTH 80 FT;MAX.LIFT•SUCTiON 80 FT;MAX. ROWS•F.P.I. 1- 24 LIFT•LIQUID 60 Fl. MAX.LENGTH OF PRECHARGCO TUBING 50 FACE AREA(SO.FT) 1684 FT FOR GREATER LENGTH REFER TO REFRIGERANT FIPING TUBE SIZE(IN.) 3/8 _ MAN(U1l PUB.P 0 323009. REFRIGERANT LBS.—R-22 O.D.UNIT)O 7-LBS.,2-OZ. FACTORY SUPPLIED YESmow tA LINE SIZE-IN.O D.GAS O 11/0 LINE SIZE•IN.O.D.LIO.© 318 U a: FCCV—RESTRICTOR ORIFICE SIZE 0.083 DIMENSIONS H X W X D aL U L C OUTDOOR UNIT•CRATED(IN.) 33.114 X 30 X 26.112 , UNCRATED _ SEE OUTLINE DWG. WEIGHT SHIPPING(LBS.) 216 NET(LBS.) 205 CONDENSING UNIT WITH COOLING COILS CCBB48A4ACC CCBC48A4ACC CC9C50A4ACC CCBDOCASACC CUBB48A4ACC_ CUBC_48A4ACC CUBC60A4ACC EXPANSION TYPE FIXED ORIFICE FIXED ORIFICE CHG TO 83 TXV•B FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE RATINGS(COOLING)(70 -- - —-- ---� BTUH (TOTAL) 44500 46500 46000 48000 44500 46500 46000 BTUH (SENSIBLE) 28700 31500 32300 34500 28700 31500 32300 INDOOR AIRFLOW (CFM) 1250 1600 1675 1795 1250 1600 1615 SYSTEM POWER IKW) 500, 5.25 5.26 5.39 5.00 5.25 526 SEER (BTUNVAtt-HR1T t0 00 1000 1000 10.00 10.00 10.00 1000 --CUBD6OA5ACC TXA048C4 TXA049C4 TXAOBOCB TXC048C4 TXC049C4 TXC080C8 EXPANSION TYPE - TXV-B — FACT INS 83 FACT INS 83 TXV B FACT INS 83 FACT INS 83 TXV-B RATINGS(COOLING)(D --- BTUH (70TAL) 48000 46000 47500 47500 48000 47500 47500 BTUH(SENSIBLE) 34500 30200 32600 33500 30200 32600 33500 INDOOR AIRFLOW(CFM) 1795 1350 1600 1700 1350 1600 1700 SYSTEM POWER (KW) 5.39 5.11 5.43 5.31 5.11 543 5.31 SEER(BTUrWATT•HR.) 10.00 10.00 1000 1000 1000 1000 10.00 TXH084A4 ( EXPANSION TYPE FACT INS 83 RATINGS(COOLING)0 BTUH (TOTAL-) 49500 BTUH (SENSIBLE) 34600 INDOOR AIRFLOW(CFM) 1600 SYSTEM POWER(KW) 5.44 SEEFl BTUI /WATT-HR j� 10.00W— 'See pages 22 and 23 for combinations with Auxiliary Devices, Pub No 22-1614-06-1196(EN) 17 Worksheet 4j Project Name: Page: - _- - FURNACES & UNIT HEATERS - C-AS & OIL-FIRED Equipment (a) (b) _ (c) (d) I (e) rosed Equip. ID Model Designation Heating PCompliance C(Capacity Et (Max.) Et (Min.) AFUE Schedule Btu/h) _ (A - E) jUC� IZ ��4j (v � 1i� Compli- Minimum- Pe"iforrnance ance Equipment Type Over Brit not Steady Steady State Part Load Schedule over State Max. Min. Rating (AFUE) Haling (E{) (Et) A Gas-Fired Warm-Air 0 225,000 na na 780O Furnaces & Combination 225,000 a, 78% na _ Furnace ;'%C - BO;° B Oil-Fired Warrn-Air p 225,000 na na 78 Furnaces & Combination 225.000 - Furnace/AC ' 8100 81^, na _ C Cas-Fired Duct Furnaces 0 _ 780/6 750„ n;, D Gas-Fired Unit Heaters o 78% 74% na E Oil—Fired Unit Heaters r) 81 8100 na ;, "` Forms (6 Worksheets 4-13 f RODUCT DATA_ rhe Trane company,Unitary Products Group, l ylec TX 75711 TUD-R PRODUCT SPECICATIONSI) --- -- _ MODEL TUD12DR954 TUD120R960 TUD140R960 RATINGS(,, 78000 i 91000 1st Stdge Input B f UH 78000 728010 1st Stage Capacity BTUH(ICS)$ 62400 62400 2nd Stage Input BTUH 120000 12(X)00 140000 2nd Stage Capacity BTUH(ICS)ID 94000 95000 111000 AFUE(ICS) 80.0 80.0 80.0 Temp.Rise(Min-Max)"F. 35.65 _ 30_60 40.70 DIRECT DIRECT DIRECT BLOWER DRIVE llx10 10 11 x 10 Dia.-Width(In.► 11 x 10 1 No Used 1 1 Speeds(No) 4 4 4 CFM vs.to w g SEE FAN PERF.TABLE SEE FAN PERF.TABLE SEE FAN PERF.TABLE 31 Motor HP 1075 1075 1075 R P.M. 115/1/60 11bJ1i80 115/1,60 Volts/Ph/Hz _ COMBUSTION FAN-TYPE _ CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL DIRECT-2 DIRECT-2 DIRECT-2 Dove No Speeds Motor HP RPM 1/50-3000 1/50.3000 1/50.3000 - Vohs/Ph/Ht 11595 115/1/60 116/1/60 60 .95 FL Amps ___-._. .95__ ----— YES - - - YES FILTER--Furnished? YES HIGH VELOCITY Type Recommended HIGH VELOCITY HIGH VELOCITY Filter(No-Size-Thk I 1-20 X 25.1 IN, 1.24 X 25- 1 IN. 1.24 X 25-1 IN. VENT—size(In.) 4 ROUND 4 ROUND 4 ROUND HEAT EXCHANGER ALUMINIZED STEEL TYPE 1 ALUMINIZED STEEL TYPE 1 Type-Fired AIUMIN1710 STEFI.TYPE 1 -Unfired201 20 20 Gauge(Fired) ORIFICES---Main 6 45 7-45 Nal Gas 01Y Drill Site 6.45 7 56 L P Gas Oty Drill Situ 6.56 6-56 GAS VALVE REDUNDANT TWO STAGE REDUNDANT-TWO STAGE REDUNDANT TWO STAGE - -� DIRECT IGNITION DEVICE IiOT SURFACE HOT SUPF�CE HOT SUFFACE Type ��- - IN-SHOT IN SHOT IN-SHOT BURNERS--Type 6 6 7 Number -� �- ____ ttbJtJ80 115/1/61 POWER CONN V/Ph/H2+ 115/l/60 07.5 Ampactty(in Amps) 17 5 17.5 20 Max Ovelcurrent Protection(Amps► 20 20 PIP7 CONN.SIZE(IN.► 1/2 _ 1/2 112 DU:T CONN. SEE OUTLINE DRAWING ~SEE OUTLINE DRAWING SEE OUTLINE DRAWING DIMENSIONS ~� HXD �HXWXD HXWXD Crated(tn) 41-3/4 X 2:3X30.1/2 41-3/4 X 26.1/2 X 30-1/2 41-3/4 X 26-1/2 X 30.1/2 Uncrated SEE OUTLINAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING r IGHT _ 85WE 186/174- -------- 193!181 SMpm g(Lbs?/Net bs,► -- r Cenral Furnace heating designs are certified by the American Gas Association Inc l abowtones. s Ratings shown are for elevations up to 2000 feet.For elevations above 2000 feat;Ratings should be reduced at the rate of 4%for each 1000 feet above sea level s Based an U.S.government tests. m The above wiring specifications are in accordance with National Electrical Code;however,installations must comply with local codes - — 5 DA/A SUIVECT m r-HAHoe WJth(W r NOWE {IlECCUL�y P�ERtL/29 /JIIU I-3E4412 9528 S.W Tigard Street Tigard, Oregon 97223 (1503) 620-5643 urnnl{ r 1 1. I L1.n d 11114: r 1 11f 1r';I I Ill W1,11 I I.'''1 � 11� i �l� ill vnlur nu. .:.t unlrh llr.•lil._ 111' � r Ir1F fdlul'V' LP F+'. 1gq'F"+ IN1111 Ii+-I I '111'F V; lipll. hp1u.1 :A •+,111{{' Ir1�111{i I,IT o1 111I 1 ,<e� cpfp .{•� Id1 i' 141111 111,. ,•111:,.• MIS 11'L C11!. apt+ :IN 14.1u+, 1.11 111i1n IMIL 1 1'dJt 1,IIr11 I.•� i Iloll nlll . r to Illrrli 1111.1.11{I_I� . rf)I'0L LfI I IJ4I lUrrli r11r1 i fi ffil. 1-11';`, SEE 35MM BOLL #20 FOR OVERSIZED DOCUMENT CITY OF TIGARD BUILDING INSPECTION DIVISION 24-Hour inspection Line- 639-4175 Business Phone: 6394171 Date Requie /bk --___ —_ A.M./�' __ P.M.J�� MST: _ location: — -- — BUP. Tenant: �R-�'�' Suile:_ —[lldg: � MFC: .-7- 4q tO�O r0 Contractor: �I1� ` —_Phone: PLM: _ --- honer: ��77 � Phone: _ ELC: -- _� ELR: SIT: _ BUILDING BLDG(con't) PLUMBING 'MNIC ECHAX ELECTRICAL SITE Site Post/Beam Post/Beam Cove►/Service Sewer/Storm Footing Roof llndFl/Slab ou Ceiling Water Line Slab Framing Top Outas lu1C Rough-In MIT Sprinkler Foundation Insulation Sewer tct Reconnect Vault ACe 1•emp Service MISC. lismt I)arnp Drywall Storm UG Slab Masonry Ceiling Rain Thain Shear/Sheath Fire Spklr/Alm Crawl/Found Dr Pump 'Low Vi it Approved Approvedkl)•n roved Approved Approved Appr/Sdwlk ,,roved Not Approved Not Approved Not Approved Not Approved M FINAL FINAL e- INAL FINAL FINAL O Call rot re tion O Reinspection fee of S_ ___required before next inspection C3 l Inable to inspect Inspector:: Date ---It It Page_._.._..—of_—_--- 1 Cu'7Y OF TIGARD 24-Hour BUILDING Inspection Line: (503)639-4175 MST INSPECTION DIVISION Business Line: (503)639-4171 r _ � BUP7� Received _ Date Requested _��/ a 1��_ AM— PM ___._ BUP _ Location /3 Yo S LJL .--..-.----Suite �— -_-__// _-__ MEC -- Contact Person _ a �-- Ph (ems-t°) �� 7 7�2 PLM -- Contr _ _-- Ph(__�.—.) - SWR U L G Tenant/Owner __._ l 1 r LL.IELc -------_--_-ELC _— Foundation ---_-.-- Access: F.tg Drain ELR Crawl Drain Stab Inspection Notes: SIT Post& Beam Shear Anchors -- - — Ext 3I.eathiShoar Int Sheath/Shear Framing -_ - - Insulation Drywall Nailii.g --- Firewall Fire Sprinkler -- Fire Alarm Susp'd Ceiling ----- -- -— - �- ----_—_------ Root PART FAIL 11P'OLUMBiNG -' Post&Beam Under Slab Rough-In Water Service Sanitary Sewer Rain Drains Catch Basin/Manhole Storm Drain --- Shower Pan Other: Final PASS PART FAIL --- - - - -- - ----- -- _ MECHANICAL Post&Beam Rough-In -- --— Gas Line Smoke Dampers Final PASS PART FAIL ELECTRICAL Service Rough-In UG/Slab Low Voltnof, Fire Akimi Final u Re'nspection fee of$ required before next inspection. Pay at City Hall, 13125 SW Hall Blvd. PASS PART FAIL SITE 1 Please call for reinspection RE: ._._._._____ ❑ Urable to inspect-no access Fire Supply Line 10.1 ..__ ADA Date -I � � � Inspector � Ext Approach/Sidewalk - —�-- --� --�-- -�-- Other: _.._... Final — _ I DO NOT REMOVE this Inspection record from the job site. PASS. r AR1 rAIL SEE 35MM ROLL #20 FUR OVERSIZED DOCU..MENT CITYOF TI GA R D PLUMBING PERMIT DEVELOPMENT SERVICES PERMIT#: PLM2001-0042.8 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 DATE ISSUED: 9/7/01 SITE ADDRESS: 13405 SW HALL BLVD PARCEL: 2S102DA-00701 SUBDIVISION: ZONING: R-12 ^ BLOCK: LOT: _ JURISDICTION: FIG CLASS OF WORK: ALT GARBAGE DISPOSALS: MOBILE HOME SPACES: TYPE OF USE: CUM WASHING P,4ACH: BACKFLOW PREVNTRS: OCCUPANCY GRP: FLOOR DRAINS; TRAPS: STORIES: WATER HEATERS CATCH BASINS: —_ FIXTURES LAUNDRY TRAYS: SF RAIN DRAINS: SINKS: URINALS: GREASE TRAPS: LAVATORIES: OTHER FIXTURES: TUB/SHOWERS: SEWER LINE: 15 ft WATER CLOSETS: WATER LINE- ft DISHWASHERS: RAIN DRAIN: ft Remarks: Inst�.Ilation of 15 ft. of sewer line. Owner: FEES TIGARD Chr�ISTIAN CHURCH Type By _ Date Amount Receipt 13405 SW HALL BLVD PRMT CTR 9/7/01 $72,50 27200100000 TIGARD, OR 972423 5PCT CTR 9/7/01 $5.80 27200100000 Total $78.30 Phone 1: "—"— Contractor: CORNERSTONE UNDERGROUND 2.4305 SW BOONES FERRY RD, TUALATIN, OR 97062 REQUIRED iNSPECTIONS Phone 1: 503 682-9353 Sewer Inspection Reg #: LIC 113286 Final Inspection This permit is issued subject to the regulations contained in the i igard Municipal Code, State of OR. Specialty Codes and ail other applicable laws. 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 requ res you to follow rules adopted by the Oregon Utility Notification Center. Those riles are set forth in OAR 952-0001-0010 through OAR 952-0001-0080. You may obtain copies of these rules or direct questions to OUNC by calling (503) 246-19(97. Issued By: —` i Permittee Signnrure: 1 L /'I- Call I-Call (503) 639.4175 by 7:00 P.M. for an Inspection needed the next business day Plumbing Permit Application _ Date received:1/ G ( Permitno.:) LY J -/ City of Tigard Sewer permit no.: Building permit m,.: Address: 13125 SW Hall Blvd,Tigard,OR 97223 City of7igard Phone: (503) 639-4171 Projec:t/appl.no.: - Expiredate: Fax: (503) 598-1960 Date issued: By&�, Recelptno.: Land use approval: Case file no.: Payment type: U 1 &2 family dwelling or accessory (((Commercial/industrial U N11116-hilli1y U Tenant improvement U New construction Additirm/alteration/eplacemcru L;Fcud m-like U t)Iher: INFORMATION111 Jab address: i _'r �f tJ -' c.V ' IJ ( � l ! Description Qt . Pee(ea.) "total �- - - Nets I-and 2-family dwellings only: Bldg.no. - �Suitenu.: (includest00ft.for each utt!ityconnec•tion) Tax map/tax lot/account no.: _ _ SFR(1)bath Lot: Block: Subdivision: _ SFR(2)bath Project name: _ SFR(3)bath _ _ City/county: - I 7,IP: ]�� Each additional hath/kitchn e Description and location of work on premises: F- Sitcutilities: Catch basin/area drain _ Est.date of c.-lmpletion/inspection: Urywells/leach line/trench drain _ Footing drain(no.lin.ft.) Manufactured home utilities Business name: - ( (/U ('t IE.'�:CtJ/fly _Manholes Address: VC .- C ,t t -t. 1 i - Rain drain connector City: t, ., State.j Q ZI P itarysewcr(no.lin.ft..) 1 e Phone: -04,.r. Fax: E-mail: i sewer(no.lin. ft.) Cno.: /,� Plumb.bus.reg.no i .i•er service(no. lin. fl.) CB ' City/metro lie.no.: - e- Fixture or item: Absorption valve _ Contractor's representati a signalure, Back flow preventer _ Print name: S f ate: `(�"{7 Backwater valve Basins/lavatory Name: Clothes washer ----- - -ADishwasher ddress: _ _ -- Drinking fountain(s) City: - —� _- I State: ZIP: _ Ejectors/sump (Mone: Fax: Email Expansion tank Fixture/sewer cap _ ): Floor drains Vw)r sinks/hub _ 11 Name(printGarbage disposal Mailing address: 3 ' S2 U l Hose bibb __ _ City: State• ZIP: lce maker — — _ -_ Phone:' r5 / Fax: I E-mail: Interceptor/grease trap Ossner installation/residential maintenance only: The actual installation Prirner(s) —will he mpde by me or the maintenance and repair made by my regular Roof drain(commercial) e (.lo ee on the prapp►ty I own as r ORS 'hapter 447. Sink(s),basin(s),lays(s) _ s signature:(�1l Sump -- Tubs/shower/shower pan_ _ Urinal _ _Name: Water closet Address:--�--— Water heater - city:-- ity: _ ~__ State: i:IP: Other: - Phone: - Fax: E-mail: Tota Nd ell Juri"etiooe accept credit cad..please Gail Jurisdiction for mare iofw" ion Notice:11is per.nit application Minimum fee............. $ �_ -- ❑Visa LI klmierCard expires if a permit is not obtained Plan review(al 90)) $ Credit cad numhn _ _- -- --L-l- within ISO days after it has been Slate surcharge(896)....$ Expires - accepted as complete. TOTAL ....................... eCWF homof cardholder n shown on credit cad S -- C -tivom Amount 4104616(6)MCOW PLUMBING PERMIT FEES: PRICE TOTAL New 1 and 2-family dwellings only: FIXTURES (Individual) — QTY ea AMOUNT (Includes all plumbing fixtures In PRICE TOTAL Sink 16.60 the dwelling and the first100 ft. QTY (ea) AMOUNT Lavatory 16,60 for each utility connection One(1)bath $249.20 Tub or Tub/Shower Comb. 16.60 Two 2)bath $350.00 Shower ON, 16.60 Three(3)bath $399.00 Water Closet _� _ 16.60 _^ SUBTOTAL — Urinal 16.60 8%STATE SURCHARGE Dishwasher 16.60 PLAN REVIEW 25%OF SUBTOTAL Garbage Disposal 16.60 TOTAL Laundry Tray 1660 Washing Machine 16.60 Floor Drain/Floor Sink 2" 16.60 Y -- 16.60 --- PLEASE COMPLETE: 4" - 16.60 Water Heater O conve.sion O like Tind 1660 _ Quantity b Work Performed Gas piping requires a separate mechanical Fixture Type: New Moved Replaced Removed/ ermit _ _ —_ Capped MFG Home Now Water Service 4640 Sink MFG Home New San/Storm Seg Ger 4640 La'.atorY — _ —.------ ----- - Tub or Tub/Shower Hose Bibs 1660 Combination Roof Drains 16.60 Shower Only Drinking Fountain — 16 GO Water Closet — Other Fixtures(Specify) 16.60 Urinal Dishwasher _ Garbage Di._p sal Laundry Room Tray _ --- — Washing Machine Floor Drain/Sink: 2" Sewer-1st 100' 5"00 3" Sewer-each additional 100' 46.40 4" _ Water Service-1st 100' 5500 Water Heater Water Service-each additional 200' 46.40 Other Fixtures __ S eCl _ Storm 8 Rain Drain-1st 100' 55.00 -- Storm&Rain Drain-each additional 100' 4640 — Commercial Back Flow Prevention Device 46.40 - Re4i iential Backflow Prevention Device' 27.55 — Catch Bas!n —� 16.60 Inspection of of Existing Plumbing or Specialty— : 72.50 ---- — —_— Re u� es1Pd Inspections perthr COMMENTS REGARDING ABOVE: Rain Drain,single family dwelling 65.25 Grease Traps — QUANTITY TOTAL -- "-- ---- Isometric or riser diagram Is required If —"— '— -- Quantity Total Is->g -- *SUBTOTAL — ------- 8a/a STATE SURCHARGE — ---- -- — -- "PLAN REVIEW 25%OF SUBTOTAL Required only It fixture qty total Is>B TOTAL $ *Minimum permit fad is 572 5o+8%state surcharge,except Residential Backflow Preventinn Device,which Is$ae 25•9%state surcharge **All New Commercial Buildings requ;e plans with Isometric or riser dlagranr and plan review I:\dsts\forTns\pIm-feef.cjoc: 10/10/00 Jim . . . . ... . . . . MIX . . . . . . . . . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _.........».»...»»._......_G.........._.�.._........ .. J ...........».»I»........ ».».......»._. :..._....... »........._....» ..G».» _»..»..»_..............G....»»_ .. :...;. _..: _t..:_. : : . � : . `• '. . . . . . . . . . . . . . . 1 . . . . . . : : . 1 . . . . . . . . : i ... ... . .. .. �= r 1 ':.'- . . 1 1 : : . . . . . . : : . . ': . . . . . 1 . . . . . . . . . . . . . . . . . ! . : : . . . . .... : : : : : : . . . . . . . . : ' . : . : . : : i : 1 j � � . . . . . . . . . . . . I . . . f . . . .... i.. .»»:._........ ......._........G.................... ..:...:... ..'...:... .. . . . �..............»..........»»....» _.._....._......_.._.... ......!_.:.........»................... :...:...;».............:.......'..........:......._......:.... 1 ... ... .. .. i . . . . 1 � . . . . . . . . . 1 . . . . . . . . . l , . . . ... .. .. .. .. .. .. . .. .. .. . . . . . . . . r . . . . . . . i . . . . . . . . . + . . . . .. . . . . . . . . . . . . . i . . . . � � . : -� T o --. . . . . . . . . 1 . . . . . . : : : 1 : : : i .,. . :...:... :_:»(�j ... » ....._.........................._..._.................__._..».... ._...».................»...»...�. .. a..�_. .� ..... ca _......._...». _...»»._._ ».»__...toij rl _ _._.. {{ : l N m ,,•,,� : . . �- ¢ .,4 . . . . . . . . . . . . . : . . . . . . . . . . . . . . � 1<r : i . . . . . . . . : : S : : . : : . : : : : : : : . . . . . . . . . : SEE,.. 35MM ROLL # 20 FOR OVERSIZED DOCUMENT CITYOF TIGARD - BUILDING PERMIT PERMIT#: BUP2001-00374 L7 DEVELOPMENT SERVICES DATE ISSUED: 10/26/01 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 PARCEL: 2 S102DA-00701 SITE ADDRESS: 13405 SW HALL BLVD SUBDIVISION: ZONING: R-12 BLOCK: LOT: JURISDICTION: TIG REISSUE: FLOOR AREAS _ ` EXTERIOR WALL CONSTRUCTION _ CLASS OF WORK: ADD FIRST: sf N: S: E: W: T`'PE OF USE: COM SECOND: sf PROJECT OPENINGS? TYNE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: S1 TOTAL AREA: 0.00 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATE,is STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS REQUIRED _ FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKI_: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 4,00100 Remarks: Installation of 1002 bay to existing storage shed. Owner: Contractor: TIGARD CHRISTIAN CHURCH MCDANIEL CONSTRUCTION CO 13405 SW HALL BLVD 14940 SW 141 ST TIGARD, OR 97223 TIGARD, OR 97224 Phone: Phone: 524-3605 Reg #: uc 120419 FEES _ _^� _ REQUIRED INSPEC110NS Typc By Date Amount Receipt Foot/Found Insp PLCK. CTR 10/11/01 $53.11 27200100000 Struc Steel Insp Slab Insp FIRE CTR 10/11/01 $32.68 27200100000 Final Inspection PRMT CTR 10/26/01 $81.70 27200100000 `;PCT CTR 10/26/01 $6.54 27200100000 Total $174.03 This permit is issued subject to the regulations contained in the 1 igard Municipal Code, State of OR. Specially Codes and all 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 riles are set forth in OAR 952-001-0010 through OAR 952-001-1987. You may obtain a copy of these riles or direct questions to OUNC by calling (503) 246-6699 or 1-800-332-2344. Permittee /1 Signature:' :/ )) —. Issued By: Call 639-4175 by 7 p.m. for an inspection the next business day � Building Permit Application — ---T/�' Date received: Permit no. City of Tigard — ProjecUappl.no.: Expire date: CitynjTigard Address: 13125 tiVd hall Blvd,Tigard,O 23 - Phone: (503) 639-4171 Date issued: By: Receiptno.: Fax: (503) 598-1960 Case file no.: Payment type: Land use approval (7�{✓' 1&2 family:Simple Complex: U I &2 family dwelling or accessory "WCommercial/industnai U Multi-family U New construction U Demolition Addition/allerat ion/replacement U Tenant improvement U Fire sprinkler/alarm U Other: JOB SITE,IN I ORMATION Jrrh uite no.: addles.s. 134401; 4W HALL &L VV- (b►aRv Lot: _ Block: Sulxlivision; Tax map/tax IoUaccount no.:2�jfG ZpA-�7p Project name: jn 6 CA U I.OIN _ K— - Description and location of work on premises/special conditions #SVA'!'1d7N1 f _101 X'l•0 epy -ro (Floodplain,-septiccaftelly,solar,etc.) _Name: 'f I6rP�G �� JI Mailing address: IS4,95 QV 14,ArtL, 15(4P I & 2 fanill) d"elling: City: .(orAState:DJC ZIP: 41'7ZZ3 Vrduation of work........................................ $_ Phonc:5t03• Ri hax: E-mail: No. ofbedtvoms/baths................................. Owner's representative: A44 Total number of floors.................I.............. . Phone: I ax E-mail: New dwelling area(sq. ft.) .......................... _—_-- Garage/carport area(sq.ft.)......................... -- -- Name: p Covered porch area(sq.ft.) ......................... Mailing address: 14°155 SVV GrA4W0WM^11( C, Deck area ur aro ............. ........................ __--- Cit)': -rl6r State:c9la• ZIP q7 Other structure area(sq. ft.))............ Phone:cv .p'j I':mx: !? mail: ('ommercial/industrial/multi-fancily: Valuation of work........................................ `' - - Existing bldg.area(sq.ft.) ............ ............. Business name: New bldg.area(sq.ft.) ............................... Address: �'¢��Z -- Number of stories........................................ City: State:em 'LIP ............................... 'type of construction. Phone: ._ cx: : mail: �_ - Occupancy group(s): Existing: _ CCB no.: ze4m New: City ltinetro tic.no.: Native:All contractors and subcontractors are required to be a licensed with the Oregon Construction Contractors Board under Nan provision: of OILS 701 and may be required to be licensed in the Address�v jurisdiction where work is being performed.If the applicant is State: LIP: exempt from licensing,the following reason applies: City: - contact person: Plan no.: — Phone: Pax: E-maid: WOW- Name: NlkI ►NG,Contact person: N Fees due upon application ........................... $_ -"� c Date received: Address: $°148.4 rao�_ — City: SpNG`( Sta r: ZmP: g1D55 Amount received ......................................... $ _ Phone:%pl.( Fax: E-mail: _ Pie-se refer to fee schedule. _ hereby certify I have read and examined this application and the Nd all jurisdktions mcrpl credit coda.Please ill jurisdictia:fix more information. attached checklist. All provisions of laws and ordinances governing this U Visa U Muter('esd work will be complied with,whether specified herein or not. o'er'card number - .-.-_lt_ P pe Expires Authorimbd signntum:-Ja ut L Doe: �C 'Zig �J -- gem'+of cadholdea u dw"an credit cw — S !'rinl Heim:-_ l2 ) S __ — Cerdnamdrr dguture Amour Notice This permit application expires if a permit is net obtained within 180 days after it has been accepted as complete 44n-�13(600+ OW o `{ COMMERCIAL PLAN SUBMITTAL REQUIREMENT MATRIX Plan review is dependent upon st-'jmittal of a completed applicatirnl and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional plan sets for distribution purposes (for Contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue). Total # of 1 YPE OF SUBMITTAL Plans KEY- Submitted ___ _—T --- ---- S = Site Work (must include S (New, Add or Alt) 4 location of all accessible parking) 4.. Fr B (New, Add or Alt) * B = Building s "s F (New, Add or Alt) 3** F = Fire Protection System M (New, Add or Alt) 2 M = Mechanical P (New, Add or Alt) 2 P = Plumbing E (New, Add, or Alt) 2 E = Electrical New = New Building Add = Addition Alt = Alteration to existing building *For over-the-counter commercial tenant improvements, submit 2 sets of plans. **"New" requires that plans bear the original seal of an Oregon licensed fire suppression engineer, or NIC`T level "3" technicians. I\dsts\formsVnatrxcpm.doc 10127!00 411 PURLIN OR GIRT I" 2" 1t1 ( I WOOD GIRT I ! I ! ------ ---- ----I --------- --- 3/16 PLATE 1; I I (4) #10 LAG 5GREW 1 , 00 1 1 1� 1 i ! 1 ,1 1 TACK WELD BACK 11;t I/8 STEEL FRAME I (2) #10 LAG eCREU)5 � � OR COLUMN I I I I I GIRT CLIP DETAIL._ D � I # 89 I 1 I411 I I �q y 30 0` 1 • I `� 5TEEL FRAME 111 211 111 M• `1 I I (TYP.) (TYP.) (TYPa WOOD PURLIN � LI x I x0.125 BRACE ;---- ---- ---,;---- ---- --- -, (LOCATE ON EITHER 51DE) 1 13/16" PLATE I 1/4"0 BOLT - CENTEREDs I I 1 '^ I (6) #10 LAG 5GREW I ON 1"tEMBER51 1 1 1 o jp i i iI TACK WELD BACK 1 1 , STEEL FRAME OR COLUMN BRACE IDETA I L 3 11 • • • � . • .ra « a FORLIN CLIP DETAIL • • a • r a • • • • • 311 a 11 ./111 r v � 7%WEB DRAWN: MTD ASK4 En Enie. .n Inc. F INC DETAILS I � DATE: 9/24/2001 39084 Proctor Blvd., Suite C U I I N SANDY, OR 97055 PURLIN AND GIRT O. (5,0) _66?- 35 37396 RUBEN LANE JOB N 2101 – 079 • r r � • • • SANDY, OR. 97055 • « « • • OFFICE: (503)-666-3267 FAX: (503)-668-9441 SHEET: N2 NOTICE. IF THE PRINT OR TYPE ON ANY �� III III III i 11 III III I I III III ! I 111 f 111 1 1 1 1 1 1111 I l i 1T 111 I I I I I I I I I I I I I f III Ill I I f `` I I III I I I I 11 1r1 TI > T TTI 11111 r1 1 rT Tri I I I rC� I I I I I III I I I I I I 1 I il , IMAGE IS NOT AS CLEAR I ,-1 AS THIS NOTICE, 3 rj 6 _ $ I No.36 IT IS DUE TO THE QUALITY OF THE _ V -- -- - - ORIGINAL DOCUMENT - � +�� ^ E T6� SZ LZ 9Z � Z � Z EZ ZZ IZ OZ 6T $ T LT 9i 5I � T ET Zi iTi 6 I $ L 8 9 � E Z T3�tli3w � I II �i ' I �IliiIIIlii ,SII 111 IIII IIII IIII Illi 111J Llll l 1111 illi fill ll� lll� Illl�llll II11�1111,�111 fill illi IIII IIII�IIII IIII Iiil�illl 1111 IIII fill Ilii IIII IIII fill 1111 Till LIII Lilllllll illi ll.l.l ll� 1 11 111[11111111IIII�91I ROOF FURLIN5 EXISTING DELTA BUILDING (PER 5HEET NI) 15TING DELTA BUILDING 0 24'-0" LONG 101-011 5EE GENERAL NOTiE5 (5HEET NI) FOR ROOF AND 91-511 71 WALL PANEL INFORMATION 80 x 80 h ANCH. BOLTS OVERHEAD DOOR r2 r3 T5PL Pa A5WALL GIRT5 EDGE (PER 5HEET NQ I TVP. N14 EXISTING \_EXPOSE EXISTING BUILDING SKIN AND X_5fZACING r2 ATTACH 5IMFI50N MSTA15 5TRAP CENTERED ON GIRT AND PURLINS 6 48" o/c AT ROOF LEVEL o j � � jo _ � P05T 2 s 1DEWALL EXTERIOR ELEVATION AT FOUNDATION LEVEL1 2 1'-0" ,L4 i � 4 2 i b 52 L--�-- J 1 �2 _ 12 PEAK EAVE FOR DOOR FRAMING DETAILS, 5E?=: O �n Q SHEET D1 FOR ENTRY DOORS #14 9"-p 1 T/CONCRETE L-,41EE 5HEET 55 1 ` FOUNDATION FLAN M. 52 FOR ENDWALL FRAMING DETAILS ENDWALL INTERIOR 5EGTION I/am = If /'111 nA DRAWN: MM 0=*� ASK-4 Enpaeeing, Inc. TIGARD CHRISTIAN CHURCH ZWEB STEELTm DATE: 9/24/2001 39084 Proctor Blvd., Suite ' C' B U I L D I N 6 S SANDY, OR 97055 ADDITIONO.37396 RUBEN LANE JOB N2101 - 079 0 : (503) 668- 3.5150 INC. SANDY, OR. 97055 11GARD, OREGON SHEET: % 0 A 0 OFFICE: (503)-668-3267 FAX: (50"-, 111111 Jill IMAGE IS NOT AS CLEAR AS THIS NOTICE 3 io 01a NOTICE: IF THE PRINT ORTYPE ON ANY IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT0z VIS 9'-6 1/2" PURLIN5 PER 5 EET NI 9'.S 1/16" (CANTILEVER PAST --- Z%_0 13/16pw 2x8 #2 OUTRIGGER ENMALL AT EXTENDEL` EAVES AT ENDWALL ) 2x E..DCsE PURLIN5 �► 2'-0�► AT`CACH 10 2x WITH 12 5I1"FWN L50 ANGLE E3i.lILDINCs 8001= gKIN 21 EACH 5IDf- 11 1000e A ADD ANGLES AT A C E3 EXTENDED EAVES s �► it E r1 4 a TRIANGLES INDICATE ; AL 2 E.3RACE5 (PER SHEET N2) — A I r. 53 3 _— - �-- IN CLIPS CPER DETAIL IL �. 2 53 2/53) Wt71-I (o) #10 LAG : LU 2 POSITION OF (MINIMUM) Q EDGE PURLIN A KED'' AT EXTENDED - ----- UPPER CHORD- L2x2x.18-75 EAVES LOWER CHORD= L2x2x.125 5 INNER LECs- L2x2x.18-75 OUTER LEG= L2x2x.18Z5 L1x 1x.125 S: L1.5x 1.5x.125 G L2x2x.125 53 `~ a L2x2x.18i5 E= 1-2x2x:?5 BUILDING FRAM NOTES= iD(rENDED EAVE - IF APPLICABLE GIRT WITH IP I. 5EE 51--4EET5 53 $ 54 FOR WELDING REQUIREMENT5. '"° a PER 5WEET N1 2. FRAME WEIGHT = 285 be. � ®� (DIMEN.. ION PER FOUNDATION 3. DE51GN LOADS= 400 p1f DL+5L, 210 plf WL f'1-AN, SEE gNEET I) 3 ORE"wN ,NO USE 10d x 1 1/2" COMM. NAILS �4 y 30, 'N OR 5IMP5ON NIO NAILS AT ALL FRAMING ANCHOR5. . � 20. 10 FRAME i`�c SCALE XT HALF � E1�lUEl� DETAIL r , e 2 A$re4 Er ;n cerin Inc. zw DRAWN: MTD 9 BUILDING DETAILS �� DATE: 9/24/2001 EELTm 39054 Proctor Blvd., Suite ' C' ® u I L D I N 6 S SANDY, OR 97055 • 5a3) 66S- 6550 37396 RUBEN LANE .10B NO: 2101 - 079 INC, SANDY, OR. 97055 • � ' ' " ` " OFFICE: (503)-668-3267 FAX: (503y668-9441 SHEET: 2 NOTICE: IFTHE PRINT ORTYPE ONANYr.li_� Ilr � I � IiII � lilil � � I � Ir� 1 II11 ►� r Ilifilr IIrI ( Ilrl_1v��(=� I � 11111 IIILI � I III1111II III 111 ' 111 III III IIItr11 IIt III 11 � III r��- r� r I � 1 � IIIII III III 1111111 I I I I I I II I 1 I I 111lI IM/AGE IS NOT AS CLEAR AS THIS NOTICE, 2 3� � I � I I IT IS DUE TO THE QUALITY OF THE - ---- ------- - ---- ---� / 36 ORIGINAL DOCUMENT E sZ 8Z ? 8Z � Z VZ �:Z ZZ TZ OZ si SI LT 9T 9T fiT ET ZT IT T g � g ~- _ -- �Ilil IIII Illi Ilii illi Illi IIII�IIII Illi Illi 11111111- ILLI 11111111 .1111. I � L ' s s �' , s Z I 1 �'"13'"' ' 1111I111. �111 1111111 . IIIIl,Il�lllllllllll! lIIIIl111111 .IIIIlllllllllllllllllllllliill � - II IIII illi 1 I I�LI�LII_I l-111. 11.111.111. 11.11 ll 1� IIIII�II) NOTES= 1). THICKEN CONCRETE SLAB A5 REQUIRED TO PROVIDE 3" IM I N. OF CONCRETE COYER ON ALL ANCHOR BO1.T5 AND REINFORCING AT 5URFACES IN CONTACT WITH 501L. 2). 5LAB CONTROL JO I NTS WILL HELP TO MINIMIZE 5HR I NKAGE CRACKING OF THE SLAB SURFACE, AND CAN BE I N5TALLED A5 FOLLOW5 AT THE BUILDING OWNER'S D 15CRET I ON: I N5TALL 1/811 WIDE SAW CUT 5LAB CONTROL JO I NT5 9 201o/c (MAX.) EACH WAY. DEPTH TO BE 2590 OF SLAB TH I CKNE55. 5PAC I NG MAY NEED TO BE REDUCED DEPENDING ON 51 TE COND I T I ONS. CONTRACTOR TO DETERMINE MINIMUM 5PAC I NG. FILL JO I NT5 WITH 5EM I-R I G I1, JOINT FILLER. CONTROL JO I NT5 5HOULD BE CUT WHEN CONCRETE 15 GREEN. TIMING SHOULD BE DE-TERMINED BY CONTRACTOR CON5I1DERING 51TE AND CONCRETE CONDITIOI'45. 3). 'H I TECH F I BER5 BRAND POLYE5TER F I BER5 MAY BE SUBST I TUTE.D FOR 5PEC I F I ED WIRE ME5H IN SLAB, PROVIDED: A). F I BER5 ARE MIXED INTO CONCRETE IN 5TR I CT ACCORDANCE WITH THE LATEST EDITION OF REPORT #NER-4241 B). CONCRETE MU5T BE POURED ONTO MINIMUM 2" OF 3/4" M I NU5 GRAVEL. OVER UND 15TURBED NATIVE SOIL. GRAVEL MU5T BE COMPACTED TO 9590 OF THE MAXIMUM DEN51 T`r A5 DETERMINED BY THE 5T-VNDARJ, PROCTOR TE5,r (ASTM D698) AND MUST HAVE A MINIMUM BEARING PRE55URE A5 5PEC I F I ED IN GENERAL NOTES, SHEET N1. C). ONE #4 CONT. REBAR WITH STD. HOOK EACH END 15 IN5TALLED FROM 51DEWALL-TO-5IDEWALL AT EACH INTERIOR FRAME CENTERLINE. EXPAND SLAB TO 10" WIDE BY T' DEEP AT 51 DE TO 51 DE REBAR LOCAT I ON5 TO MAINTAIN 3" MIN. COVER. 4). #4 BAR5 18" o/c EACH WAY MAY BE SUBST I TUTED FOR 5PEC I F I ED WIRE ME5H IN SLAB. C 5). NONSTRUCTURAL WEATHERPROOF I NCz MATER I AL5 AND I N5TALLAT I ON A5 WELL A5 CONCRETE FIN 15H 5PEC I F I CAT I ON5 SHALL BE A5 DIRECTED BY OWNER. 6). SEE SHEET N1, GENERAL NOTES, FOR ADDITIONAL INFORMATION, INC.-LUDING 51LL PLATE B0LT5. ANCHOR �30LT PLACEMENTS: REINFORCING BARS (SEE SCHEDULE BELOW FOR 51T_E AND NUMBER OF BARS REQUIRED. PLACE AT LEAST ONE BAR 01UT31DE OF ANCHOR 5OLT5 AT FRAME ANCH. BOLTS � � 1). FRAME ANCHOR BOLTS: (2) ANCHOR BOLTS AND COLUMN BASES. D(TEND BARS 24" MINIMUM a0 EA. FRAME LEG PER DETAIL 2:81. AROUND CORNER5) �''�Y 30, 2). ENDWALL COLU1'1N ANCHOR BOLTS: (1) ANCHOR 1 �'� M. BOLT la EA. COLUMN BASE PER DET. 1/32. 4" CONCRE! SLAB WITH & x 6 W1.4 x W1.4 WELDED 3). SILL PLATE BOLTS: INSTALL SILL PLATE WIRE FABRIC CENTERED IN SLAB CLAP SPLICE — FA3TENER5 PER GENERAL NOTE 18, SHEET NI. 6" M I NJ SEE NOTE 3 OR 4 ABOVE FOR ALTERNATE CONCRETE FOUNDAT ION X 4 d FRAME BASE FIN. GRADE 4 --� 1/2"(0 ANCHOR BOLTS Tl'P. (EMBEDMENT OF �t ? I III THICKENFRAMESSLAB AT M — - 4" MIN. INTO CONCRETE, d NOTE 1 ABOVE PER. - Q SEE NOTE 1, DET. 1/51) 4 . NOTE: SLAB DE' iGN PROVIDED 15 BASED ON A MAX. � V IOCO Ib. CONCENTRATED LOAD SUPPORTED BY 501L WITH A y"' 'MIN. ALLOWABLE" ^E'ARING PRE55URE CARP) A5 SHOWN ON SHEET SILL PLATE (SEE NO'S E 18, N. I. SLAB DE51 GN FOR LOADS EXCEEDING ABOVE LOAD OR WITH SHEET NI FOR TYPE III III 501L WITH LE55 ABP SHALL BE PROVIDED BY OTHERS. AND ATTACHMENT) UNDISTURBED OUTSIDE FACE OF NATIVE BOIL � LOCATION WIDTHDEPTI-I TOP �3Ai� E0TTph'I 8,4RS WIDTH Bi,JILDING✓°SLAB SIDEWALLS 10" 12" (1) - #4 (1) - #4 NC'yTE=. DIMENSIONS ON FOUNDATION PLAN ARE TO CENTER'OF ANCHOR ENDWALLS 10" 12" (1) - #4 (1) - #4 BOLTS. NOTE: REINFORCING TO BE 3" CLR. BOTT. 2" CLR. TOP U.N.O. EDGE OF SLAB [DETAIL 2 FRAME BASE ANCHORAGE ineerin� ASK4 EZWEB ry Inc. FOUNDATION DETAILS S g, DRAWN: MTD . � 39084 Proctor Blvd,, Sults C e o IED DATE: 9/24/2001 SANDY, Oq 97055 37396 RUSEN LANE JOB NO: 2101 - 079 INC, a« • (L03) 663— G X50 SANDY, OR. 97055 R ~ « « OFFICE. (503)-668-326';' FAX (503)-668-9441 SHEET: J .._._ . _.....-......... ..... apgnN � .,...«►....._... qW ww+w:..xa+.usd. ..,....,..r. — -- ...._., ........,,.. ..,„. .. ... ..... . ,. ._. tL. - aw. M� r NOTiCE: IF THE PRINT OR TYPE ON ANY rlr( i , l il � l ► I � � Illll � � II � 11� 111 � 1 � 1 � I � � 1 rl1 �T� 1_ .1.1.�(.� _ III ( 11-1. iI1L111 1 � I � il1 LILf111 .t1111 ` 1 III , I.II � I � ILIII11L� II1 1. 11f7I �. II1. ` � � � � I � I � 111111 � Ii I I � IIIIIII � � II ilt ililll � _ I f i I I �, IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 2 3 4 5 6 7 ( � 11 12 �� ITIS DUE TO THE QUALITY OF THE I_IIIIEL _ _l __--1-1 .1111_-_11--11I,_I1_-i-1111i11iI,-li-1111-11 -11No.36_ "wits�I` ST 6 L ! . ._.—..., . IIONORIGINAL DOCUMENT' lillllll11 [11 ZilT � IIillll ��ll1 - I---i_l_l _iTi9 16Z SZ L � SL 111II I i � 1 L f t 51MP50N L50 ANGLE S I MPSON MSTA i 5 STRAP AT EACH PURLIN NEW BUILDINGROOF FROM EX15TING TO NEW PURLIN 0 48" o/c NEW 2x8 PURLINS 924" DCI°STINCs 2x FASCIA O/c. NOTCH AT NEW I--- -� FRAME A5 REQUIRED 4" CONCRETE BLAB PER DETAIL 1/31 1 ° ° 1 TO MAINTAIN FLU5H1 ° ° i ROOF At EXISTING EXISTING DELTA - -- $4 REBAR OR 1/2"0 SMOOTH BAR -8 FRAME � T --- 1 ° ° I BUBUILDING24" o/c INTO 9/16"o x 4" DEEP HOLE, ; EX1`END I NG 8" INTO NEW CONCRETE ' NEW FRAME - SEE EX15TING CONCRETE BLAB/FOUNDATION FOUNDATION PLAN FOR EX1S11NC� ENDWALL FRAME LOCATION ' EX15TING 2x6 PURLINS (PURLIN CLIP PER SPACED A t 24�� o/c/c SHEET N2) _ a .a 2 FURLIN INTERFACE DETAIL I11/2' • 1'-a 04 CONT. 3 CLR. 50TTOMIN4%51A EX15TING I ENDWALL EX15TING DELTA FRAME NEW FRAME - SEE 8" FOUNDATION PLAN FOR FRAME LOCATION i EX15TING CONT. 2x NAILER e I 5LAE3 /� NEW2x6 GIRT5 0 24"I NTERFACE DETA I I I ° 1 o✓c. NOTGN At NEW 5 I A 1 1/2" • 1'-0• � , . � � 1 ° ° 1 T�4MAINTAIN REQU FRED ' �''' I I CONDITION A5 5HOWN ' V4, 116 SIMPgON !_.30 ANGLE vRE.�v 51MP50N M5TA15 STRAP AT EACH GIRT NEW BUILDING SKIN til e�- FROM D05TING TO NEW (LAP OVER EX15TING) cS' Y30, 1 �'t GIRT S 48" O/c G I fRT I NTERFACE DETA I L A 1 1/2' - I'-or QSK4 Fri 9"neerin9, Inc. FABRICATION DETALS � DRAWN: MTD 39084 Proctor Blvd., Suite ' C' u t L N 6 S DATE: 9/24/2001 SANDY, OR 97055 -�— (503) 668- 6550 37396 RUBEN LANE JOB NO: 2101 — 079 SANDY, OR. 97055 " R OFFICE: (503)-668-3267 FAX: (503)-668-9441 SHEET: SlA r3.0 .dxA, NOTICE: IF THE PRINT OR TYPE ON ANY -r-1-�-1 I ( � ► I i 11 I I 1 I I ( , 1 , I I . L.l L I 1 11 -r r 1 I- I -r r I1 1 l I I l 1 I I,I..T.�T„I I ,.f.T .Ie1.1_ I I r i,l I I f 1 1 , , 1 ► i I r I L� L .I 11- r I I I i I __1_ I �_ i- I-ITT I I I i I I I iii i I l ! f f I � ! I I ( I i l l i ( 1 1 1 1 i . IMAGE IS NOT AS CLEAR AS THIS NOTICE, �. 3i 4 I ! I — _ __ IT IS DUE TO THE QUALITY OF THE --- ----- - -- ---- -- fJo.36 ''`-- I SINAL DOCUMENT — --- - --- -- --- - -- — - ---- — ,-- - -- --- -- w:,� .. ;, ----r--- E 6Z � SZ LZ 9Z 5Z � Z EZ Z TZ OZ 6T 8T Gj 9j 9i � T ET Zj jj T 6 8 G 8 S � E Z j �►ri3w (III 11 11 Hill. 11 Illi 11111111 ,,11 II .11 11� III, 11.1 illi -1111 IIII 1111. Illi Il[I Illi 11111111 lilt IIII 1111 Illi 1111 1111 Ilii 1111111111111111111111111111 illi 111111 111 ILII lil_ 1111 1111 Illi 11.11 11 11 1.1.11 1J.111111�,k11 .. r ROOFING FLASHING (STITCH SCREW s 7" o/c) 1` , 1 I _ ROOFING I 1 I 2x FASCIA AT ENDWALL EXTENDED EAYE5 11 PURLINS ALT. P051TION OF ROOFING PUiw_iN a ,% I %' �, I AT PURLINS EACH 51DE OF COLUMN, ATTACH TO 2 AT PEAK ',I NAILER WITH 51MP50N L50 FRAMING ANCHOR --- — — — --}=-- EACH 51DE WITH (6) iod x 1 1/2" COMM. NAIL5. 52 2x6 CONT. NAIL PURLIN5 TO NAILER WITH (2) 16d COMM. NAILER Ca4NTiLEVER PURL1N5 PAS"t' NAI -5 AT ALL OTHER LOCAT I ON5 ENDWALL AT EXTENDED EA%v,E5 1 FRAME TOP CHORD BLOCK BETWEEN PURLINS, TYP, AT EXTENDED AND NONE EXTENDED EAYE5 FRAMING ANCHOR g ® ® I I I ENDWALL SIDINCx ._,_ -- COLUMN CONTINUOU5 NAILER — _ (5LOPE TOP 16 ga. L4x4 BY 5 1/4" LONG W/ (6) #10 SCREWS (2) 1(od NAiLS A5 REQ'D) INTO ENDWALL COLUMN AND (6) #10 5CREW5 INTO NAILER, U5E i" TYPICAL. EDGE D15TANCE 16 g& L4x4 5Y 5 1/4" LONG ENDWALL COLUMN AT ALL 5CREW5 WiTH (6) #10 5oIREW5 INTO — ENDWALL COLUMN AND (6) �� y 2 ENDWALL 5 $10 3C,REW5 INTO NAILER52 No SCALE ,�, r- �- 2 3/411 ENDWALL COLUMN TOP S2 NO 5CALE v �v U OUT51VE FACE OF BUILDING/5LA5 AT ENDWALL 30,� ti M. L, a i ENDWALL COLUMN= (3) 2x6 $2 DF NAILED WITH �t p 16d NAILS S o/c E,".CH LAYER. (NOT A LOAD BEARING COLUr'IN) GIRT5 WITH CLIPS -�1 — --— —-- COLUMN BABE= 16 ga. 5 1/2" x 2" TRACK 4 4 1/2 LONG WiTH #10 SCREW INTO EACH 2x, EACH SIDE, (6) TOTAL DRILL 5/8"# p . HOLE AT CENTER FOR ANCHOR BOLT ENDWALL COLUMN U z — — , — 1/2%) ANCHOR BOLT EMBEDDED 4" MIN, I ® 1 COLUMN BASE BILL PLATE (PER 5HEET Ni) ANCHOR BOLT NOTE: DIMEN31ON3 ON FOUNDATION PLAN I p ARE TO CENTER OF ANCHOR BOLT5 QV I I SILL PLATE II a IQ3 � � i 1 _'�" FOUNDATION 52 I I ENDLLIAL.L- COLUMN E3A5EVALL DET. � COLUMN OLl,�MN E3A5E DET. cj2 NO SCALE 52 NO °SCALE f M r END ALL A%04cK4 Encir.eerin , Inc. , ZWEB '� ' DRAWN: MTD g L!J N 89084 Proctor Blvd., Suite C DATE: 9/ 24/2001 SANDY, OR 97055 DETAILS '----' ING k503) 663- 6550 37396 RUBEN LANE JOB NO: 2101 — 079 SANDY, OR. 97055 OFFICE: (503)-668-3267 FAX: (503)-668-9441 SHEET: S2 NOTICE: iFTHEPRINTORTYPEONANY � ( ► iI ( I ► ( ► II � 1 1I � II ( 1 tII � ► Ii ' t ( ► 11Ii iI ► � r �r -fiT1Til fi`IITiI 1Ti1LT Lit 1"Ti 11 , 111 r'� 1 ► � f f11 I � L �.1II 111 ' 111 IiI I � I IiI iII fII III I I f r -I (1 1 I 1 i r TI l T ( i I I I ISI II 1 1 1 1 1 ! 1 1 i 7J jij � r � FTI ii IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 2 3 I I I I -_______ 4 5 6 � � I-r , — — - 11 12 S DUE TO THE QUALITY OF THE - --- - ------ f ORIGINAL DOCUMENT —� -- _-T __R __ _____ - — ____ _ _ No.36 �`.�.: r°�.... � EA_ 6TZ SZ LZ 8Z � Z fiZ £� ZZ TZ 07 6I 8T L � 9i 5T � I ET ZT IT I � � � � � i 1 s � 11 � 9 � I t s ,J T ��bl�o �IliJiiiil,lllilllll Illi lilt Illi Illi Lill 1111 ilii L11i Lill ILiI lillllll! I ' ' 'I (ill illi_ 1IIl .ILI IiI.►illi 1111 IIII�IiII Illllllil IIIiI►Ill alllrl�ll l�ll illi IIiI IIIi (III IIIi IiII illi ll( 11 IFIL ll�l.�lill�ll.l1 l.11. illi 11(1 ill �l I TYPICAL PURLIN CLIP • • NOTE: b" PURLIN CLIP (PER I). 5EE SHEET 54 FOR ADDITIONAL 9`� • 5HEET N2). TYPICAL WELDING INFORMATION. • • • AT BOTH LOCATIONS. 1/8 1/211TYP. WELD TO BACK OF 2). ALL FRAME BOL.T5 TO BE 5/811(p • • UPPER CHORD. I A5TM A301, (9) TOTAL U5E POINT 'C' • • 1/� I I1/16"(0 HOLES. OFFSET CENTER OF HOLES 1 1/4" FROM BACK • • OF 2" LECs AT E 4VE, CENTER — HOLE5 IN 3" LECs AT PEAK. I/8 UPPER CHORD 1/8 Vb 4 3). SEE DETAIL 2/V FOR ANCHOR BOLT EMBEDM i-EM AT BASE, r• OUTER LECs TO L3x2xl/4 U5E 5/8"4; HOLi a )FF5ET 1 1/4" I 3/16 6 TDP CHORD 21" Q FROM BACK OF :-EG. 1/8 3/16—U 1/8 V b (REF Pt-A1"iE WID N 1' ift 'A' L 2x2xl/4 EA. 51DE. HOLD BACK 1/4" lb FOOT 2'-3 1/16" 3/16 4 FROM FACE OF I 1" OUTER LEG11 MAX. I 20 FOOT 2'-1 i/i6" —' SPLICE= - ALIGN WITH 3/16 V 4 " L3x3xl/4 x O'-5" LONG _ 24 FOOT 2,-11 1/16" POINT 'A' AND 'C' 3/1(b POINT 3/16 TYP. I/8 V 30 FOOT Y-5 VIE>" POINT 'A' 3-- -- -- -- FRAME PEAK DETAIL I I I 53 311 = 11-01 n LOWER CHORD — � 1/8 OUTER LECs - INNER LECs 3/16 I 3/16 6 TYP. BOTH LEC5 I 1 1/4" 3/16 2 : 1/8 V 6 _ 1/2110 A.B. I (TYP.) T1'P. BOTH LEGS -- FOUNDATION ALIGN EDGE 3/16 6 I 1/8 2 L.2x2x1/4 BASE WITH POINT 'A' ALIGN EDGE OUTSIDE EDGE WITH POINT 'B' OF 5LAB/BLDCs I I ( I a � 4 N01.E= WELD LENGTHS SHOWN AT � G � � a ALL-AROUND WELDS ARE TOTAL 89 1' -oil L.ENGTH5 REQUIRED AT THAT WELD. 2.. 8„ 211 i�REvuN 2 F11"_1-1%"-AME EAVE DETAIL �Y 30, - �. � FRAME E3A5E DETAIL 311 V-01 53 311 1-oil53 ." M DRAWN: MTD rineerin9, Inc. FABRICATION DETAIL SEB STEEL ' � DATE: 9/24/2001 39054 Proctor Blvd., Suite ^' I L 0 1 N SANDY OR 9055 37396 RUBEN LANE JOB NO: 2101 - 079 Ar 668- E550 INC. i1 SANDY, OR. 97055 • � ' OFFICE: (503)-668-3267 FAX: (503)-668-9441 SHEET: 83 NOTICE: IF THE PRINT OR TYPE ON ANY -►-f � If � I � II �� IIIlI IlII1I� 1lII1 (I 1 ( 1 1-� 1L -L - r � -�� 1-r .�_�.I.�.1 �.1. 1 � III ( I II1IIlI 1iIII � I i � 1 � III II1 (.rf_i �.i�.L _i �� r.L1_f � I , L.II.11 . r�_�t � 1 � I.f111-� f !' IF [1- 1 � IIII 111 1 ( 1 1111111 IMAGE . SNOT AS CLEAR AS THIS NOTICE, I l I 11 12 _ IT IS DISE TO THE QUALITY OF THE No.36 f4 L21m-7 ORIGINAL DOCUMENT E' 6Z $ Z LZ 9Z 5Z � ZZ ZZ TZ uZ 6T $ T LT 9T ST � T ET ZT TI I 6 8 G 9 4 E Z T ��bi3w IIIII1 � iIII Ilii IIII Illi Illi IIII IIII IIII IIII iIII iIII iLI_I ilii illlliill Ilil11111 iIII. iIII 111111lil Illi IIIA iIII IIII iIII III! iIII IIII .IIII iIII IIII Ilii IIII IIII IIII IIII IIII fill ll 11J1 loll ill illi Illi Ilii illi ► 1 ` : ll. (IIIC�iI 1 NOTE: PURLIN I). TIGHTEN 9iRAP3 A3 TIGHT AS F'08818LE BY � NOTE: CLIP CORNER OF WEB MEMBER A3 REQUIRED TO ATTAIN HAND B7 ATTACHING ONE ENL' FIR87 ANG THEN SPECIFIED WELD. ANGLING A BCREW INTO THE OTHER END, THEREBY � PULUNCs THE STRAP TIGHT. IF THE 37RAP 18 NOT PROPERLY TENSIONED THE BUILDING MAY EXPERIENCE DcCE881VE MOVEMENT. 21. ATTACH AT BASE OF GOLUMNB IN 31MIL<1R MANNER WELDING R£QUIREMENt9 A U. GEN?ERLINEB OF WEB MEMBERS SHALL ALIGN AT COMMON POIN78 AS 3NUWN. 2). FILLET WELD LECs SIZE TO MATCH FRAME JOINT At 2-MEMBER CONN. LUEB ER rHicKNE55. 3), TOTAL WELD LENGTH .4t EA. END tOP OF FRAME SHALL BE GREATER THAN � 4" FOR Lixl, � COR COL 9 31M. CONDITIOW 5 ',7 FOR LI-5x].5, AND l" FOR L2x2 4J. WELD 3EQUENGE: WELD "A" FIR3t, WELD "B" G V 3ECOPlA, AND THEN WE1.f3 "G" 5). WELD OBJ BACK IF MINIMUM NOT 0.031" x 1 I/4" ACME NICsH P03316LE ON FRONT. � 7F_N31LE 3tEEL STRAPPING � WITH 3/4" STACsCsERED HOLE � 3PAGINCs CONNECTED 70 � FRAME WITH (3) ITW BUILDER � tEKS t12 3E1_F-tAPPINCs � 9CREW8 EACH END. BUILDING FRAME A \—CHORD B FRAME JOINT At 3-MEMBER GONN � 1;1 G I E C 1 X-BRACE CONNECT I ON DETA I L K2 FRAME WELID CONNECTION � S4 i ire" = r-o� eJ4 (FOR FABRICATION SHOP ONLY) i 1/211211-011 s r3o, A5K4 E%ineering, Inc. BUILDING DETNILS WEB STEELDRAWN: MTD- 39084 Procter Blvd., Suite 'C' i DATE: 9/24/2001 SANDY, OR 97055 ( JOB NO: 2101 - 079 � 37396 RUBEN LANE 03) 668- �i550 INC. • a . V , . F SANDY, OR.OFFICE: (503}66&3267 F970 (503)-668-9441 55 SHEET: 84 NOTICE: IF THE PRINT OR TYPE ON ANYT�T -i11yl,l IMAGE IS NOT AS CLEAR AS THIS NOTICE, �-I_- I-�--)I I�I_ ! � 51 _I I�� _I �I I I �I � YO _ I I Z ZI 1G ITIS DUE TO THE QUALITY OF THE No.36 ��:��• 6 E 6ZI SZ LZ 8�Z Z 6Z EZ I �Z 1�Z OZ 6T Si �LT 9i �4T 6T ET yi iT �� i I IIII IIII IIIIIIIII,IIIIIIIII Ill�lllllil�llll �II�IIII Illl�lllllllll llll lllllllll�llll llll�l�llll IIII IIIIIIIII��III IIIA II��I�I�I III��II�� Jill ll�� i�� 1I1l ►1111iL1l1lllll�►ll�l ��Il ��III�I��I�Wlllll 1�11111111 ORIGINAL DOCUMENT W�1�lul��INlll 2x6 NAILER ATTACHED 2x6 NAILER ATTACHED TO EACH PURLIN WITH TO EACH PURLIN WITH (2) 16d NAILS (2) lbd NAILS STEEL FRAME (BEHIND) 5TEEL FRAME (BEHIND) °SEE SHEET NI FOR ROOF AND WALL PANEL.. •/•//•/////•/•/• INFORMATION ATTACH GIRT5 TO - ATTACH GIRT5 TO NAILER OR COLUMN NAILER OR COLUMN WITH 5IMP50N A35 LUITH 5IMP50N A35 ORE.Q FRAMING ANGLE FRAMING ANCHOR ATTACH NAILER TO Y30, 51DEWALL GIRT5 WITH �y M. L� (2) 16d NAILS (TYP.) ( I I I AT ENTR r DOOR, INSTALL I I DOUBLE GIRT (WITH 5IMP50N SEE SHEET 52 FOR I I A35 AT E,4CH GIRT) AT 81 -0" ENDWALL COLUMN I I ELEVATION AND SINGLE 2x6 FRAMING I I VERTIC=AL WITH 5IMP50N A35 2x4 NAILER AND BOTTOM AT DOOR FOR DOOR 2x6 VERTICAL NAILER I I JAMBS 14ARDWARE II I I (2) #8 SCREW I 1 x 4 1/2" LONG . II I I 6 24" o/c 2xi0 . DOOR I IATTACH SILL PLATE WALL IRT JAMB I ( WITHIN gin" OF END I I I (PER NOTE 18, SHEET NI) BLIP'G I I FOR 2x4 I I FOUNDATION I I la 24" a/c < CUT FROM • 3x MAT'L NQS= USE 10d x 1 1/2" COMM. NAILS OR 5IMP50N N1O NAILS AT 5IMP5ON L50 ANGLES AND USE 8d x 1 1/2" COMM. NAILS OR 5111PWN N8 NAIL5 AT 5IMP50N A35 ANCHOR5. ALTERNATE= USE #8 x 1 3-2x6 STUD ESE 1/2" WOOD SCREWS FOR BOTH 5IMP50N L50 AND P05T OF 5LAB A3ra ANCHORS. CORNER FRAM ING FAT ENDWALL COLUMN(5) ' rJAMB IDETAIL 1/2" = i'-O" c� 1/20 : I1-01 r • r • • • • *to v i @ ar O• w .rip • r . � r a r • p +� q • .r ! • ! A • r • r • A 11 !• • r e n.r • . DRAWN: MTD ASKS EnoIneerin Inc. END ALL INS g! 7%V%w'EB � I N DATE: 9/24/2001 J 39084 Proctor Blvd., Suite 'C' - SANDY, OR 47055 37396 RUBEN LANE JOB NO: 2101 - 079 - a INC (503) 668 - 550 55 SANDY, OR. 970 OFFICE: (503)-668-3267 FAX: (503)-668-9441 SHEET: S5 Jo-., ..... ., ...i.• NOTICE: IF THE PRINT OR TYPE ON ANY ( T 1IIIII � fli � lll IIIIIIIIIIIIIII 111 ( 111 IIr� ' l , IL.11rf.4 l. 1-II ( 1IT II1Ll.j1 111f111 IIIIIII .LILII � I 111 Jill IIIIIII ll1 � 1 � 1 IIIIIIf IILIIII � f � IIILI Ijli � 11 ► 1-111-rllI ]TI-1II ! IIIIII III 6 1 � IIII 1 1 2 3 I i II I I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE 7 S 9 �0 ITIS DUE TO THE QUALITY OF THE _ _ _ _ _ _ _ _ _ ORIGINAL DOCUMENT E 6Z 8Z _ Lti 9Z 5Z � Z EZ ZZ T7. OZ 6i 8I LI 9T 9T i� T ET ZI FtU61 X � 6 Z -_TT ��di3w Illlflllllllllllllllllllllllllillllllllllifi1111llllllllllllLilIIIIIIIILIIiIIIIIIIIIIIIIIIIIIIIIiililillllllllllllllllillllllllllliil�llli�illIIlllilllll11111ll-illy IlllllilllllllJl lit 11JI1111� II DBL. 2x6 HEADER OVERHEAD 5PRING BOX AT ENTRY DOOR A55'Y TYPICAL EACH SPRING 5TE-" FRAME r:ONTINUE BLOCKING ONE GIRT 2x4 BLOCKING OUTER LEG SPACE ABOVE DOOR OPENING 2x JAMB DOUBLE GIRT (HEADER) � 4 DOUBLE GIRT (HEADER) 5 ABOVE DOOR D D ABOVE DOOR DOOR OPENING D1 TYPICAL GIRT 3 STEEL FRAME OUTER LEGIr 2x GIRTD1 ' -- DBL. OUTSIDE FACE 2x JAMB TYP. TO MATCH TYPICAL GIRTINAIL TO OF BUILDING GIRT (END NAIL TO GIRT JAMB WITH (2) 16d COMM. all WITH (2) 16d COMM. NAIL5) NAILS) 1/2"d) A.B. WITHIN 6" OF JAMB 1/2"(P A.B. WITHIN 6" OF JAMB OVERHEAD/CAN05TER ENTRY DOOR FRAMING DEt � DOORFRAM DET. 3INC- DOOR JAME3 SECTION NO SCALE NO SCALE f r— 2x GIRT OR EEL FRAME i „ EDGE PURLIN 5 OUTER LEG I 2x BLOCKING L4x4xl/4 :c 0'-6" WITH I (NOTCH AROUND (4) $10 5GREW5 INTO I EDGE PURLIN WHERE 2x6 AND (2) #10 5ELF APPLICABLE) DRILLING SCREWS INTO I • FRAME OUTER LEG 2x BLOCKING • ( (24" LONG) f I I OUTSIDE FACE OF BUILDING GIRT CLI ( I Z �� P P� sHEE-r N2) � s q Y 30, DOUBLE GIRT DBL 2x6 #2 DFS DOOR OPENiNCs HEADER OVERHEAD SPR I NG BOX CONNECT I ON IDETA I L 1 .• 1 1/2" = 1 -0 o ZWEB DRAWN: MTD AcK4 F_f�c�ir4eNrir�9, Inc. E ING DEQ��..S•• �39084 Proctor Blvds, Suite C' a u I L o t N 6 s DATE: 9/24/2001 SANDY, OR 97055 SIDEWALL D't�03) 863- 3550 RUBEN LANE .108 NO. 2101 - 079 INC SANDY, OR. 97055 • low •• OFFICE: (503 668-3267 S=AX: (503)-668-9441 SHEET: Di .., .. .�,. ��r n. rIIrII � IIIIIlII1IIIIIiIT1 T1111T111TIIlti � tltltltllllllllllll1I11IIffllil ( I � IIII ( i ( � T�1fIlllllll NOTICE: IF THE PRINT OR. 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