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Home My WebLink AboutPermit Building 2017-09-07',Ilqi�, ii wings' 1111Iq .................. "111 Bilk w - PROJECT LOCATION szs SPRINGFIELD HIGH SCHOOL AUTO SHOP 875 7th St Springfield, OR 97477 - United States rFIF PROJECTSUMMARY TAXMAP/LOT: #Site ID 17 03 '3j12, - 02,(000 SITE:. #Site Gross Area acres TOTAL BUILDING AREA: x square feet ZONE: SHOP CLASS GARAGE BAY OCCUPANCY: U CONSTRUCTION TYPE: II -A Fully Sprinklered building PROJECT SCOPE PERMIT SET Al COVERSHEET A2 SITE PLAN A3 - SHOP PLAN A4 ELEVATION + SECTION A5 DETAILS A6 DETAILS A7 625 DOOR SPECIFICATION SHEET INDEX BUILDING OWNER THESE DRAWINGS ARE FOR PURPOSE OF OBTAINING A PERMITRONNEL CURRY FROM THE CITY OF SPRINGFIELD (JURISDICTION). WORK SPRINGFIELD EDUCATION FOUNDATION SHOWN IS LIMITED IN DETAIL AND SCOPE AND IS BASED ON PO BOX 663 SPRINGFIELD OR 97477 EXISTING FINDINGS. COUNTRY WORK UNDER THIS PERMIT IS: CONTACT: Mark Simmons 1. INSTALL (2) COILING DOORS IN PLACE OF (2) mark.simmons@springfield.k12.or.us SWING GATES. - WORK BY CONTRACTORIOWNER GENERAL CONTRACTOR THE DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE DORMAN CONSTRUCTION, inc. FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR 303 S 5TH, SUITE 135 PROCEDURES OF CONSTRUCTION SELECTED BY THE SPRINGFIELD, OR 97477 CONTRACTOR ORTHE SAFETY PRECAUTIONSAND PROGRAMS CCB#68801 INCIDENTAL TO THE WORK OF THE CONTRACTOR. CONTACT: THE APPROVED BUILDING PERMIT DOCUMENTS MUST REMAIN Bob BUSS AT THE PROJECT SITE AND BE AVAILABLE TO CITY OF EUGENE 541-984-0012 INSPECTORS AT ALL TIMES. bbuss@dorman-const.com GENERAL REFERENCES ANSI NFPA ICCIANSI A177.1-2009, Accessible and Usable Buildings and Facilities, American National Standard, 2009 Edition, International Code Council, Inc. National Fire Protection Association (NFPA) - standards referenced in our state's statutes and regulations - 030 k'o a�'da3oz °.8°gg625e Fra°i�o¢�Yo3¢ rtis� p ARC, rX Ci PRAI'i;R �' a '�' LIc:EKYE?3805 Q 11 T�s40 16, OF 0 r4z rL � IL J°z 2 zwl M, mi- �3Z 1'.; !n QxO4 N UQ..0 1& PROJECTRO R DRAWN BY GDA REV BP :PERMIT COVER SHEET Al ARCHITECT Oraoon S7uctural Specialty Code (OSSC) - 201d effective October 1, 2014 Rex. Prater, AIA GMSC Oregon Mechanical Specialty Code, 2014 Edition (2012 IMC BALANCE architecture+design, pc with Oregon Amendments and OR #5808 the 2012 iFGC as an appendix) OEESC Oregon Energy Efficiency Specialty Code, 2094 Edition (2012 541-914-1733 IECC with Oregon Amendments) ADDITIONAL CONTACTS: OPEC Oregon Plumbing Specialty Cade, 2014 Edition (Based on the 2009 UPC with Oregon Amendments) Wall & Ceiling Specialties OESC Oregon Electrical Specialty Code, 2014 Edition (Based on the CCB#177132 2011 NEC with Oregon Clint Weed @ 541-255-8836 Amendments) OFC Oregon Fire Code, 2014 Edition (2012 IFC with Oregon _ Amendments and Eugene Amendments) Springfield Code with Updates GENERAL REFERENCES ANSI NFPA ICCIANSI A177.1-2009, Accessible and Usable Buildings and Facilities, American National Standard, 2009 Edition, International Code Council, Inc. National Fire Protection Association (NFPA) - standards referenced in our state's statutes and regulations - 030 k'o a�'da3oz °.8°gg625e Fra°i�o¢�Yo3¢ rtis� p ARC, rX Ci PRAI'i;R �' a '�' LIc:EKYE?3805 Q 11 T�s40 16, OF 0 r4z rL � IL J°z 2 zwl M, mi- �3Z 1'.; !n QxO4 N UQ..0 1& PROJECTRO R DRAWN BY GDA REV BP :PERMIT COVER SHEET Al . m J t, W W 6S ITE PLAN lLE:1" =100° 4 1 1Jj;1 M.q L a nz v dz m � Z 3� n u d mZ M« Q •-z �.�-r K QO a��..IREC7 C m0� E�aaK aa�r o�io� u�uw's�symtl oF�o�Qoo¢uoa �z is . HH u 9 ro aoa�o3¢ REX G PRAM E G&'E, REGON �� Itansense�a O OF D o � a 7 W iA U LL 0 z v% CyZ 8Qf R � ax�Q 2 zmIz R v± OO;z0 y UamU v 16- PROJECTNO R DRAWNEY CD -A REY BP :PERMIT SITE PLAN 322° REMOVE pasts and fencing full, height. posts, ates on Dn to 1 V1vv� vVjvl\. ' a 1\/1! 1 I f to SCALE: 1/8" = 1,e®„ ELEVATION photo NEW WALL FLAN �a� SCALE: 1/8" = 1` U' ROOM AREAS SCHEDULE - MAIN FLOOR ZONE ROOM AREA CO GARAGE 904.00 904.00 sq ft E �¢ z c mry 'o me m W ra ZO V aU�]NQ Ur v va— mOHE nvi0: a�LLzmri So - o?�Oz 'o _o¢ao n myi5 `0 o9xp wo°8w^ � L G E.OREf.�ilN' '�' LICEASt'. r%SkpN Q �L C 0 F, Q 16- PROJECT R DRAWN CBA 1 BP :PER 6� DESIGN CRITERIA FRAMING MATERIAL LIST. 2012 IBC : 60OS162-54 —Walls (0.0566 in.) 50 ksi. typical framing member BY SCAFCO Distortional buckling calculations are based on Kip = 0. #10 self elf lapping framers 60OT200-54 — Bottom Track (0.0566 in.) 50 ksi. bjpical framing member BY SPRINGFIELD HIGH SCHOOL SHOP BAY DOOR FRAMING SCAFCO 0 REFERENCE and STANDARDS 600slottedtrack250-54 — Deflection Track for top of wall (0.0566 in.) 50 ksi. a section modulus such that the stress times the section modulus at that stress is DESIGN LOADS: ASCE 7-10 typical framing member BY SCAFCO equal to the allowable moment. AISI 5100 Procedure I for serviceability LIGHT GUAGE STEEL: AISI 2010 with 240OS162-54 — Box beam header 247all x 6" wide CUSTOM BY SCAFCO. a< s RED HEAD hammer set • Supplement 2, North American OP TRACK �o o anchor anchor e " ® �® Specification for the Design of Cold- FASTENERS: Various sections may be manufactured with yield points of 50 kips per square inch BorroM track over a �® formed Steel Structural Members #10 x'/" Self Tapping Framers ' z 2 z CONCRETE: (EXISTING)ACI HiltiX-U 19 MX -.157x3/4" 6, r d Polyethylene s 318-11 Building Code Requirements for 1 Y<" x Y4" Red Head Hammer Set Anchor 9.t Foam. 1/4" _ Structural Concrete track, continuous an approved G60 coating. DESIGN LOADS: FINISH: 24 ga. break formed sheet metal panels by Owner v— o 2 v #8 SMS self tapping sheet metal screws a o m r E Dead Loads: FRAMING NOTES. m o a E a m a c Wind Loads: Walls 10 psf, DLw=10 basic wind speed Vuit = 95 mph exposure category C seismic loads SDC = Dt IE = 1 lateral force resisting system: light frame cold formed steel sheathed with a sheet metal panels as cladding JAMB FRAME per °V a GAP v . _ . a• Attachment STRUCTURE line of existing concrete structure overhead and DEFL=ECTION TRACK CROSS-SECTION Horizontal Deflection: For wall assemblies, limited to 1/360 of the wall height based on horizontal loading of /0 Ibf/sq. ft. (480 Pa) Design in accordance with American Iron and Steel Institute Publication "S220 - North American Specification for the Design of Cold -Formed Steel Framing - Nonstructural Members", except as otherwise shown or specified. Design loads: As indicated on the Architectural Drawings to be 10 PSF (5 psf minimum as required by the International Building Code) Design framing systems to accommodate deflection of primary building structure (concrete) and construction tolerances and to withstand design loads with a maximum deflection of 1/2 inches. Framing Members, General: Comply with ASTM C 645 for conditions indicated. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. Protective Coating: Comply with ASTM C 645; roll -formed from hot-dippe galvanized steel; complying with ASTM A 653/A 653M G40 (2120) or haul coating that provides equivalent corrosion resistance. & Where AISI 5100 is referenced, it is the North American Specification for the'Dbsig of Cold -Formed Steel Structural Members, 5100-07 and AISI 5100-07 with Supplement S2-10, as applicable with U.S. provisions. F The structural properties have been computed based on allowable strength des e., (ASD) method. ` CLIP floor anchor at each king stud / Distortional buckling calculations are based on Kip = 0. #10 self elf lapping framers STF The effective moment of inertia for deflection is calculated at a stress that results in s I ®EFLECTION slotted ?rack : a section modulus such that the stress times the section modulus at that stress is ' equal to the allowable moment. AISI 5100 Procedure I for serviceability FASTENER 1 1/4" x 1/4" r ' a, determination has been used. RED HEAD hammer set • o, OP TRACK anchor anchor e " ® �® s I % ETAL studs at 16" on center, Various sections may be manufactured with yield points of 50 kips per square inch BorroM track over a �® maximum. See Material List (ksi). The yield point used for calculations is indicated in the tables. • Styrofoam® Sill Seal `✓ . ' Polyethylene s BRIDGING maximum 12" below top Conditions with loads that exceed the 10psf limit for nonstructural members require Foam. 1/4" _ track, continuous an approved G60 coating. 1111,, � 111111111111111111•,- SCALE:3/4" = V-0°° 2 DEFLECTION TRACK -IN -TRACK tAV SCALE: 314" = V-0" When provided, factory punchouts will be located along the center line of the webs of the stud members and will have a minimum center -to -center spacing of 24". Punchouts for members greater than 2 12" deep are a maximum of 1 1/2°° wide x 4 1/2" long. Members with depths 2 12°' and smaller are maximum 3/4" wide x 4 12" long. Any configuration or combination of holes that fit within the punchout width and length limitations mentioned above shall be permitted; other punchout configurations and locations not in compliance with limitations listed above must be approved by a design professional. Values herein are based on punchout '�¢3a :�fko �U-°oo�o SU ero¢oaP.o3a 1 _X G PRATE;R u E. oifecan � utensc-sent' 0 OT O¢ 16- PROJECTNO R DRAWN BY CD -A REV BP :PERMIT M0.11 BO) OVEI 625 I B�e°e��ee 1 4 DOOR HEADER P SCALE: 1/4” = V-0" 01 JAMB �6 SCALE: 11/2"= T-0" INTERIOR Headplate Beyond G r! REF. OVERHEAD DOOR 623 series Dimensions per Overhead Door (verify) G 3 1/2" D 5" SCALE: 11/2"= V-1)" = e�� REFERENCE DOOR us TRACK DETAIL ffislillffi 0 oREFERENCE BOXED HEADER -JAMB DETAIL ® 24 ga. SHEET METAL FINISH PANEL 0 E N< 0_ ms a Np V 6 d2 M VU' PMN mPMm U1 zZ" qN jos„vag QW 9601 E$ma -.-H w 5�o8LL3W`o6 3 STUD framing, see Material List �o¢9WwoN§ � "03 DEFLECTION track and top track =-.Haeon Option. cope flange web attachment with (2) #10 SMS each side of jamb Fasten with #10 self tapping q�a framers (STF), typical �4kD Ake, STUD, infill framing at 1C ah s center REX O PRATER Header track, typical e ETGE E,OREGON °d' LIi£�SG'.vg4i8 Double iamb F C?� BOXED HEADER — JAMB SCALE: 1" = T-0" to �U 6a P/9 U LL d dz ztt>x Vi �Nz n of PiJ U .. U U 2®nz Pli O D. O u 16- PROJECTNO R DRAWN fit' CPA a€� BP :PERMf SIPECA FI" A.T! ONS DOOR MARK QUANTITY WID TH HEIGHT ENOLOCKS (ALTERNATE MALLEABLE IRON WINOLOCKS I ALTERNATE MALLEABLE IRON DOOR MOUNT MATERIAL CURTAIN 124 GA. GALVANIZED STEEL. HOOD 24 GA. GALVANIZED STEEL GUIDES STEEL L's BOTTOM BAR IDOUBLE ANGLE `I`'vISH PRIMED ¢CURTAIN (BAKED ON4QA.9-POLYESTER TOPCOAT WHITE I HOOD BAKED ON PGL( ca t ER TOP COAT LOCK TYPE LOC HAIN KEEPER (CHAIN ONLY) LOCATION REMARKS/NOTES *GREY, TAN, BROWN,. WHITE STANDARD COLOR OPTIONS Z GUIDES • HAND OF OPERATION TBD 0 PRIOR TO ORDER CHARGE WHEEL A A L LWEATHERSTRIPPED BOTTOM BAR MASONRY, 0Q STEEL L�cRIFI` JAMB f STEEL` t2' -(r o (OPENING WIDTH) J SECTION B-13 .:ISTRiBUTOR: OHD EUGENE P.O. DATE I REVISION SHEET NO. StormtiteTM Model 625 is an insulated heavy duty rolling steel servicedoor with an requiring a moderate level of thermal protection. Key Features: • Max Width: 30'4" (9246 mm) • Max Height: 284" (8636 mm) • 24 gauge galvanized steel front and back Polyurethane insulation with an R -value of 7.7 • Flat insulated slat profile, F -265i • Standard weatherseals for bottom, exterior guides and hood baffle Product specifications selected by. OR, BY CS I DATE: 67116 Overhead Door Corp., 2501 S. State Hwy. 121, Suite 200.; Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275-3290. Phone: (469) 549- 7100. Fax: (972) 906-1499. Web Site: www.overheaddoor.com. E-mail: i nfb@overh eadd oor, Com. J01i3 NO. 1/4" INSERT HEADPLATE SIZE HEADER fYP£ VALi. MATCH T4c' JAM-, TYPI: SELECFC?) FLOOR FI!v. F� au6 ttd puraosea oaf,. Nat un As 3,ui 0,ua n9. poor aptfmoe must he con9913red to rr.atch owheod Doer (erporatlon ^,toodnrd prodkic± offerings. Refer to OW architectural ep"Plwema Por rnun headroom; sideream dlmw.Wne. The Genuine. The Orlglasl, JOB NAME SPRINGFIELD NS CONTRACTORS NAME DORMAN CONSTRUCTION SCALE: N.T.S. ADUMCnentJC NA 20 112"--I WN O g ,c..a'z vnt I ao D&u`TaaU' II NA -E I mO8Eama COILSIDE I I—� I i r �ow��aea�N i 1 �s¢wZEE„.w _ { o •> I I L s€c°+ao@8oa� I w I I ZI I 1 I I � I I REX G PRATR1;F r-3 E GE T E, V.. LICENSE%5809 0 �T 40 0 F 0� ( ) RIGHT HAND CHAIN OPERATED ROLLING STEEL INSULATED DOOR. DRAWING NO. SERIES 7" 9" z o a �w 2 LB. DENSITY — OVERHEAD DOOR CO. OF PENNA., INC. IlL '0 FOAMED–IN PLACE ® Z POLYURETHANE a s/a' FOAM THERMAL SNF N VALUE R-7,7 _ zme6 U0.00 .024 THK. (.410 THK. ONLY) SACK COVER I SLAT SECTION _ L LWEATHERSTRIPPED BOTTOM BAR MASONRY, 0Q STEEL L�cRIFI` JAMB f STEEL` t2' -(r o (OPENING WIDTH) J SECTION B-13 .:ISTRiBUTOR: OHD EUGENE P.O. DATE I REVISION SHEET NO. StormtiteTM Model 625 is an insulated heavy duty rolling steel servicedoor with an requiring a moderate level of thermal protection. Key Features: • Max Width: 30'4" (9246 mm) • Max Height: 284" (8636 mm) • 24 gauge galvanized steel front and back Polyurethane insulation with an R -value of 7.7 • Flat insulated slat profile, F -265i • Standard weatherseals for bottom, exterior guides and hood baffle Product specifications selected by. OR, BY CS I DATE: 67116 Overhead Door Corp., 2501 S. State Hwy. 121, Suite 200.; Lewisville, TX 75067. ASD. Tel. Toll Free: (800) 275-3290. Phone: (469) 549- 7100. Fax: (972) 906-1499. Web Site: www.overheaddoor.com. E-mail: i nfb@overh eadd oor, Com. J01i3 NO. 1/4" INSERT HEADPLATE SIZE HEADER fYP£ VALi. MATCH T4c' JAM-, TYPI: SELECFC?) FLOOR FI!v. F� au6 ttd puraosea oaf,. Nat un As 3,ui 0,ua n9. poor aptfmoe must he con9913red to rr.atch owheod Doer (erporatlon ^,toodnrd prodkic± offerings. Refer to OW architectural ep"Plwema Por rnun headroom; sideream dlmw.Wne. The Genuine. The Orlglasl, JOB NAME SPRINGFIELD NS CONTRACTORS NAME DORMAN CONSTRUCTION SCALE: N.T.S. ADUMCnentJC NA 20 112"--I WN O g ,c..a'z vnt I ao D&u`TaaU' II NA -E I mO8Eama COILSIDE I I—� I i r �ow��aea�N i 1 �s¢wZEE„.w _ { o •> I I L s€c°+ao@8oa� I w I I ZI I 1 I I � I I REX G PRATR1;F r-3 E GE T E, V.. LICENSE%5809 0 �T 40 0 F 0� ( ) RIGHT HAND CHAIN OPERATED ROLLING STEEL INSULATED DOOR. DRAWING NO. SERIES 625 z o a �w U OVERHEAD DOOR CO. OF PENNA., INC. IlL '0 LEWISTOWN, PA. ® Z N SNF N gDt ax0 zme6 U0.00 625 DOOR 16- 16- PROJECT R DRAWN CD -A t 5P :PER W