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PROJECT LOCATION szs
SPRINGFIELD HIGH SCHOOL
AUTO SHOP
875 7th St
Springfield, OR 97477 -
United States
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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 -
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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 -
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SITE PLAN
322° REMOVE pasts and
fencing full, height. posts,
ates on
Dn to
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SCALE: 1/8" = 1,e®„ ELEVATION photo
NEW WALL FLAN
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ROOM AREAS SCHEDULE - MAIN FLOOR
ZONE ROOM AREA
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GARAGE 904.00
904.00 sq ft
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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
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anchor
anchor
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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
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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
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2 v
#8 SMS self tapping sheet metal screws
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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.
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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
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1 4 DOOR HEADER
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SCALE: 1/4” = V-0"
01 JAMB
�6 SCALE: 11/2"= T-0"
INTERIOR
Headplate
Beyond
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REF. OVERHEAD DOOR 623 series
Dimensions per Overhead Door (verify)
G 3 1/2"
D 5"
SCALE: 11/2"= V-1)"
= e��
REFERENCE DOOR
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TRACK DETAIL
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oREFERENCE
BOXED
HEADER -JAMB DETAIL
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24 ga. SHEET METAL
FINISH PANEL
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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
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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
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BOTTOM BAR
MASONRY, 0Q STEEL
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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
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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
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DRAWING NO. SERIES
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OVERHEAD DOOR CO. OF PENNA., INC.
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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
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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
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