HomeMy WebLinkAboutMeeting Packet Planner 1/25/2024
Completeness Check
Meeting
Development and Public Works Department
Conference Room 616 & Zoom
COMPLETENESS CHECK MEETING DATE:
Friday, February 2, 2024
11:00 a.m. - 12:00 p.m.
DPW Conference Room 616 and Zoom
Completeness Check Mtg (Site Plan Review TYP 2) #811-24-000027-PRE Nathan Endicott
Assessor’s Map: 17-02-19-00 TL: 03300
Address: 3957 Hayden Bridge Rd.
Existing Use: Storage Yard
Applicant has submitted plans to install new covered storage
Planner: Liz Miller
Meeting: Friday, February 2, 2024 11:00 – 12:00 via Zoom and Conference Rm 616
SITE
VICINITY MAP
811-24-000027-PRE Completeness Check Meeting Site Plan Review TYP 2
17-02-19-00 TL 03300
3957 Hayden Bridge Rd.
Nathan Endicott
Page 1 of 2
M E M O R A N D U M
EUGENE WATER & ELECTRIC BOARD
WATER DIVISION
TO: Ms. Miller, City of Springfield
FROM: Nathan Endicott PE (EWEB)
DATE: 01/23/2024
SUBJECT: Site Plan Review Type 2 - Narrative
The intent of this memorandum is to provide the required narrative to document compliance with
the applicable approval criteria contained in SDC 5.17.125, Site Plan Review Approval
Standards.
RESPONSE:
EWEB is proposing the installation of a carport in an existing storage yard next to an existing carport.
1. General Requirements. See SDC 5.17.115(A).
• No exceptions taken.
2. Existing Conditions Plan. (SDC 5.17.115(B)).
• There are no potential natural hazard areas mapped by the City, County, or State as having
a potential for geologic hazards on this project site.
• See attached geotechnical evaluation for the site to as required to determine the soil types
and water table information as mapped and specified in the Soils Survey of Lane County.
• There are no wetlands, streams, surface mines, and wildlife habitat areas requiring
protection on the project site.
• EWEB is not aware of any watercourses on the project site.
• There are no 100-year floodplain and floodway boundaries on the project site.
• EWEB is not aware of any time of Travel Zones associated with the project site.
• There are no impacts to trees and other vegetation on the project site because it is an
existing gravel storage yard.
• There is no impacts to locally or federally designated historic and cultural resources on this
project site.
3. Proposed Site Plan. (SDC 5.17.115(C)).
• There is no impacts to setbacks or waste disposal, loading, and delivery or outdoor
recreation spaces, common areas, plazas, outdoor seating, street furniture, and similar
improvements.
4. Utility and Improvement Plan. (SDC 5.17.115(D)).
• There are no existing or proposed public and private streets, traffic control devices, fire
hydrants, streetlights, power poles, transformers, neighborhood mailbox units, and similar
public facilities within or on the boundary of the project site.
• The are no sidewalks, sidewalk ramps, pedestrian access ways, and trails on the project site.
Page 2 of 2
• The are no non-EWEB utilities on or within 100-ft. of the proposed carport.
• The are no existing and proposed easement and public dedications on the project site.
5. Landscape Plan. (SDC 5.17.115(E)).
• There are no impacts to buildings, pavement, terraces, retaining walls, decks, patios,
shelters, and play areas, landscaping, or screening. The existing fence has screening slats.
• The existing site is covered in ¾” Minus rock and there are no proposed plantings and
stormwater will infiltrate into the layers of rock and ground maintaining existing
conditions. Stormwater will be naturally filtered and there are no proposed irrigation.
6. Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)).
• The storage yard is not accessible to the public and is not a parking lot.
7. Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)).
• Water will sheet flow from the carport roof to the existing gravel and infiltrate gravel and
soil. This natural filtration is based on 120-SQ. FT. of impervious surface. The roof spans
slopes south and north and is not a significant relative to the project site area 13,750-SQ.
FT. of existing ¾” minus rock.
• No changes to existing drainage, site grades, elevations, or contours.
8. Phased Development Plan.
• There are no future phases, just this one carport.
If you have any questions, please contact me at 541-685-7367 or via email at nathan.endicott@eweb.org
Sincerely,
Nathan Endicott
Staff Engineer - Water
FUNCBYCHK APPDESDWNEWEB WORK ORDER NO.DATE:REV DATEDWNCHK APPDWG NO:REV1/22/2024 3:29 PM ANDERS LOVENDAHLSTD
STANDARDS CHECKEWEBPROJECT SHEET NO:SCALE:REVISION DESCRIPTIONLINE IS 2 INCHESAT FULL SIZE(IF NOT 2" - SCALE ACCORDINGLY)REV NO.02103890NONE01/22/24D-40006-G1ENDICOTTASLWATER SYSTEMSHAYDEN BRIDGE FILTRATION PLANTEWEB - CARPORT INSTALLTITLE SHEET, LOCATION MAP & INDEX OF DRAWINGSEUGENE WATER & ELECTRIC BOARDEUGENE, OREGONHAYDEN BRIDGE FILTRATION PLANTEWEB - CARPORT INSTALLNORTHEWEB PROJECT 2103890NORTH1-599W4726
FUNCBYCHKAPPDESDWNEWEB WORK ORDER NO.DATE:REV DATEDWNCHKAPPDWG NO:REV1/22/2024 3:29 PM ANDERS LOVENDAHLSTD
STANDARDS CHECKEWEBPROJECT SHEET NO:SCALE:REVISION DESCRIPTIONLINE IS 2 INCHESAT FULL SIZE(IF NOT 2" - SCALE ACCORDINGLY)REV NO.02103890NONE01/22/24D-40006-G2ENDICOTTASLWATER SYSTEMSHAYDEN BRIDGE FILTRATION PLANTEWEB - CARPORT INSTALLSITE PLAN, LEGEND & ABBREVIATIONSNORTH
FUNC BYCHK APPDESDWNEWEB WORK ORDER NO.DATE:REV DATEDWNCHK APPDWG NO:REV1/22/2024 3:29 PM ANDERS LOVENDAHLSTD
STANDARDS CHECKEWEBPROJECT SHEET NO:SCALE:REVISION DESCRIPTIONLINE IS 2 INCHESAT FULL SIZE(IF NOT 2" - SCALE ACCORDINGLY)REV NO.02103890AS NOTED01/22/24D-40006-C1ENDICOTTASLWATER SYSTEMSHAYDEN BRIDGE FILTRATION PLANT EWEB - CARPORT INSTALL EXISTING SITE PLANNORTH
FUNC BYCHK APPDESDWNEWEB WORK ORDER NO.DATE:REV DATEDWNCHK APPDWG NO:REV1/22/2024 3:29 PM ANDERS LOVENDAHLSTD
STANDARDS CHECKEWEBPROJECT SHEET NO:SCALE:REVISION DESCRIPTIONLINE IS 2 INCHESAT FULL SIZE(IF NOT 2" - SCALE ACCORDINGLY)REV NO.02103890AS NOTED01/22/24D-40006-C2ENDICOTTASLWATER SYSTEMSHAYDEN BRIDGE FILTRATION PLANTEWEB - CARPORT INSTALLPROPOSED SITE PLANNORTH
1 OF 7COVER SHEET
2.23.285.1
PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:THE INFORMATION CONTAINED IN THESE
DRAWINGS IS THE SOLE PROPERTY OF ITIEL'S
CARPORT AND METAL BUILDINGS, LLC ANY
REPRODUCTION IN PART OR WHOLE WITHOUT THE
WRITTEN PERMISSION OF ITIEL'S CARPORT AND
METAL BUILDINGS, LLC IS PROHIBITED.WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD, SPRINGFIELD, OR 97477(LANE COUNTY, OR)30' X 25' X 12'1 ........ COVER SHEET2 ........ ELEVATIONS3A ....... FOUNDATION PLAN3B ....... FOUNDATION DETAILS4 ........ COLUMN LAYOUT PLAN & DETAILS5 ........ FRAME SECTION & DETAILS6 ........ SIDE WALL FRAMING & DETAILS7A ....... END WALL FRAMING & DETAILS7B....... END WALL FRAMING DETAILSGENERAL STRUCTURAL DESIGN NOTESPREVAILING CODE: OSSC 2022 (IBC 2021)OCCUPANCY / USE GROUP: B (COMMERCIAL / BUSINESS)CONSTRUCTION TYPE: V B (ANY MAT'L - IBC 602.5)RISK CATEGORY:IIBUILDING FOOTAGE:750 SQ.FT1.DEAD LOAD (D)COLLATERAL LOAD 2.0 PSF2.ROOF LIVE LOAD (Lr)Lr = 25 PSF3.SNOW LOAD (S)GROUND SNOW LOADPg = 36 PSFFLAT ROOF SNOW LOADPf = 25 PSFSLOPED ROOF SNOW LOADPs = 25 PSF4.WIND LOAD (W)DESIGN WIND SPEEDVult = 110 MPHEXPOSUREC5.SEISMIC LOAD (E)Ss / S10.653/0.376SDs / SD10.556/NULLDESIGN CATEGORYDSITE CLASSD (DEFAULT)IMPORTANCE FACTORIe = 1.00ASD LOAD COMBINATIONS:1.D + (Lr OR S)2.D + (0.6W OR ±0.7E)3.D + 0.75 (0.6W OR ±0.7E) + 0.75 (Lr OR S)4.0.6D + (0.6W OR ±0.7E)1.ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH , IBC2021, ASCE7-16, OSHA, AISC 360, AISI S100, AWS D1.3 CODES AND ALLOTHER APPLICABLE LOCAL CITY OR COUNTY REQUIREMENTS.2.ALL WELDS ARE TO BE SHOP WELDS. FIELD WELDING IS NOT PERMITTEDNOR REQUIRED. WELDING ELECTRODES PER AWS CODE, E70XX UNLESSNOTED OTHERWISE ON PLANS.3.ALL STRUCTURAL FIELD CONNECTIONS SHALL BE #12-14 x 34" SDS(ESR-2196) U.N.O.4.ALL STRUCTURAL LIGHT GAUGE TUBING SHALL BE ASTM A500 GRADE C(Fy = 50 KSI, Fu = 62 KSI) OR EQUAL. ALL CHANNELS SHALL BE A653 (HSLA)GRADE 50 STEEL (Fy = 50 KSI, Fu = 65 KSI) OR EQUAL.5.STRUCTURAL TUBE TS 2 12" x 2 12" x 14GA (0.083") IS EQUIVALENT TOTS 2 14" x 2 14" x 12GA (0.109") AND EITHER ONE MAY BE USED IN LIEU OFTHE OTHER.6. GYPSUM BOARD OR DRYWALL FINISH OR ANY BRITTLE BASE MATERIAL ISNOT CONSIDERED OR ACCOUNTED FOR ON THE DESIGN CRITERIA OFTHIS STRUCTURE, U.N.O.7.INSERTED POST: INSERT FULL LENGTH & FIELD BOLT W/ #12X1" FASTENERS(ESR-2196) @ 12" C/C STAGGERED OPPOSITE FACE.STRUCTURAL DESIGN CRITERIASTRUCTURAL DRAWING INDEXSCOPE OF PLANS:1. TO PROVIDE STRUCTURAL DESIGN FOR THE PRE-FAB METALBUILDING PER THE SPECIFIED DESIGN LOADS, AND APPLICABLEBUILDING CODES. ANY DISCREPANCIES IN DESIGN LOADS SHALLBE BROUGHT TO THE ATTN. OF THE ENGINEER OF RECORD.2. DOES NOT PROVIDE ANY ARCHITECTURAL, SITE, ZONING, HVAC,ELEC, MECH DESIGN OR REQUIREMENTS. THESE ITEMS MUST BEADDRESSED BY THEIR RESPECTIVE PROFESSIONALS IN CHARGE.FOR QUESTIONS, MODIFICATIONS, REVISIONS OR CORRECTIONS NEEDED TO PLANS, PLEASE CONTACT THE METAL
BUILDINGS MANUFACTURER LISTED ON PLANS. ENGINEER OF RECORD REQUIRES AUTHORIZATION FROM THE
METAL BUILDINGS MANUFACTURER TO MAKE ANY CHANGES TO PLANS.MARKCOMMENTSDATE-ISSUED FOR PERMIT & CONST.REVISIONS LISTOCT 31 2023DATE EXPIRES: 06/30/2024
TOP OF CONC.25'-0"16'-1 3
4"
FRONT
BACK
16'-1 3
4"30'-0"12'-0"123TOP OF CONC.16'-1 3
4"30'-0"12'-0"123TOP OF CONC.TOP OF CONC.25'-0"16'-1 3
4"
BACK
FRONT REF NOTE 3 FORROOF SHEATHINGELEVATIONSFRONT END WALL ELEVATIONSCALE: 1/8" : 1'BACK END WALL ELEVATIONSCALE: 1/8" : 1'RIGHT SIDE WALL ELEVATIONSCALE: 1/8" : 1'LEFT SIDE WALL ELEVATIONSCALE: 1/8" : 1'PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:2 OF 7DESIGN NOTES1. THE INTENTION OF ELEVATIONS PROVIDED ONTHIS SHEET IS TO INDICATE STRUCTURALCOMPONENTS, DIMENSIONS, AND BUILDINGORIENTATION ONLY.2. ARCHITECTURAL DESIGN REQUIREMENTS ARENOT COVERED IN THIS PLAN SET. THESE DESIGNREQUIREMENTS SHALL BE ADDRESSED IN ASEPARATE ARCHITECTURAL SET BY RESPONSIBLELICENSED PROFESSIONALS IN CHARGE, ASNEEDED.3. ALL EXT ROOF SHEATHING SHALL BE:CLASS A RATED 29GA. 3/4" STRATA RIB - PER UESER 0550 OR EQ.4. ALL EXT WALL SHEATHING SHALL BE:CLASS A RATED 29GA. 3/4" STRATA RIB - PER UESER 0550 OR EQ.5.SHEATHING CONNECTIONS SHALL BE #12-14 X 34"SDS. NEOPRENE WASHERS ARE REQUIRED.DATE EXPIRES: 06/30/2024
CONCRETE ANCHORAGE1A(1) 1/2"Ø x 7" LG. STRONG-BOLT 2EXPANSION ANCHOR(PER ESR 3037)2A(2) 1/2"Ø x 7" LG. STRONG-BOLT 2EXPANSION ANCHOR(PER ESR 3037)LEVEL GRADEBY OTHERS25'-10 34"1'-6"
31'-3 1
2"13B2A1A1A1A1A1A1A2A2A1A1A1A1A1A1A2A1A1A1A1A1A1AFOUNDATION NOTES:1.CONCRETE ANCHORS SHALL BE LOCATED AS SHOWN ON THE FOUNDATION PLAN. A MINIMUM OF (1) ANCHOR IS REQUIREDNEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. MINIMUM (2) ANCHORS ARE REQUIRED AT CORNERS OF ENCLOSEDBUILDINGS, (1) ON EACH BASE RAIL.2.MIN. FOOTING DEPTH NEEDED TO RESIST BUILDING LOADS IS INDICATED ON FOUNDATION DETAILS.HOWEVER, A GREATER FOOTER DEPTH MAYBE REQUIRED TO MEET THE LOCAL FROST LINE DEPTH PER CODE.3.DEPTH OF FOOTINGS SHALL EXTEND INTO UNDISTURBED SOIL OR COMPACTED ENGINEERING FILL.4.ASSUMED SOIL BEARING CAPACITY IS TO BE A MIN. OF 1500 PSF.5.CONC STRENGTH TO BE A MIN OF 3000 PSI @ 28 DAYS FOR MODERATE WEATHERING POTENTIAL.SPECIAL INSPECTION IS NOT REQUIRED AS ALL CONC FOUNDATION DESIGN IS BASED ON A MAX COMPRESSIVE STRENGTH OF2500 PSI @ 28 DAYS.CONCRETE STRIP
PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:FOUNDATION PLAN:FOUNDATION PLANSCALE: 3/16" : 1'3A OF 7DATE EXPIRES: 06/30/2024
5% GRADEUP TO 10'ANCHOR(MAX 6" FROM POST)COL. POSTTO BE CENTEREDOVER FOOTINGFLUSH NOT PERMITTED31
4"18"3"(2) #4 CONT.T&BUNDISTURBEDGRADE9"9"CONT. BASE RAILGREATER OF:LOCAL FROSTOR12" BELOWGRADEMAX 2"OPTIONALFOUNDATION DETAILSCALE: 3/4" : 1'25% GRADEUP TO 10'ANCHOR(MAX 6" FROM POST)COL. POSTTO BE CENTEREDOVER FOOTINGFLUSH NOT PERMITTED31
4"18"3"(2) #4 CONT.T&BUNDISTURBEDGRADE9"9"CONT. BASE RAILGREATER OF:LOCAL FROSTOR12" BELOWGRADEMAX 2"OPTIONALFOUNDATION DETAILSCALE: 3/4" : 1'2ANCHORAGE NOTES:1.ANCHOR INSTALLATION REQUIREMENTS (REF ANCHORAGE DETAIL):A.L. - ANCHOR LENGTH:7.00"E.D. - ANCHOR EDGE DISTANCE:MIN. 4.00" OR U.N.O.H. - ANCHOR HOLE DEPTH:MIN. 3.00"D. - CONCRETE EMBEDMENT DEPTH:MIN. 2.75"SPACING BETWEEN (2) ANCHORS:MIN. 2.75" OR U.N.O.2.ANCHORS TO BE SPACED NO MORE THAN 6" FROM POSTS OR U.N.O.3.ANCHORS TO BE INSTALLED PER MANUFACTURER'S REQ. PER SPECIFIED ESR.REINFORCEMENT NOTES:1.REINFORCING STEEL: DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, WITH AMINIMUM YIELD OF 60 KSI FOR ALL BARS.2.CLEAR DISTANCE BETWEEN BARS SHALL BE NOT LESS THAN 1-1/2 TIMES THE MAXIMUM SIZE OFCOARSE AGGREGATE OR U.N.O.3.CONCRETE REINFORCEMENT COVER SHALL BE NOT LESS THAN THE FOLLOWING:A. CONCRETE POURED AGAINST AND PERMANENTLY EXPOSED TO GROUND: 3"B. EXTERIOR FACE (EXPOSED TO WEATHER BUT NOT IN CONTACT WITH GROUND): 2"CLANCHOR E.D.H.D.A.L.T / CONC. EL.TUBEBASE RAILANCHORAGE DETAILSCALE: 1" : 1'CONCRETE ANCHORAGE1A(1) 1/2"Ø x 7" LG. STRONG-BOLT 2EXPANSION ANCHOR(PER ESR 3037)2A(2) 1/2"Ø x 7" LG. STRONG-BOLT 2EXPANSION ANCHOR(PER ESR 3037)CONCRETE STRIP
PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:FOUNDATION DETAILS:3B OF 7DATE EXPIRES: 06/30/2024
1424345 SPACES @ 3'-7" CC = 17'-11"3'-6 12"5 SPACES @ 3'-7" CC = 17'-11"3'-6 12"4'-3 1
2"5 SPACES @ 4'-3 3
8" CC = 21'-4 7
8"4'-3 1
2"25'-0"25'-0"30'-0"
30'-0"
OPEN END FRAME WITH DOUBLE WELDED POSTSFRAME
FRAME
FRAME
FRAME
FRAME
FRAME 8"2'-10 1/2"2'-10 1/2"8"EXTRA END FRAME WITH DOUBLE WELDED POSTSDOORPOSTANCHORBASE RAILSEEELEVATIONANCHOR DETAILSCALE: 1/2" : 1'1COLUMNPOSTANCHORBASE RAILANCHOR DETAILSCALE: 1/2" : 1'2CORNERCOLUMNPOSTANCHORBASE RAILANCHOR DETAILSCALE: 1/2" : 1'3COLUMNPOSTCOLUMN LAYOUT PLAN
PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:COLUMN LAYOUT PLANSCALE: 3/16" : 1'NOTE:SEE SHEET 3A / 3B FOR ANCHOR TYPESEE SHEET 5 FOR FRAME SECTION AND DETAILS4 OF 7DATE EXPIRES: 06/30/2024
30'-0" O/O12'-0"
7
6
°16'-0"35PEAK BRACE153'-0"(2) HAT CHANNELKNEE BRACESBACK-TO-BACK25ROOF MEMBERBASE RAIL123TOP OF CONC.PURLIN @ 3'-1" C/C - TOTAL 12123PEAK BRACECOLUMN POSTROOF MEMBERTYP.6" LG. CONNECTORSLEEVE - FIELD BOLTE.S. W/ (4) #12 X 1"SELF DRILLINGSCREWS AS SHOWN12" RET.TYP.18"18"18"1"-12"1"-12"18"INSERTED POST -FULL LENGTHFIELD BOLT W/ #12 X1"FASTENERS (ESR 2196) @12" C/C STAGG. ONEACH FACEROOF SHEATHING - SEESCHEDULE FOR FASTENERREQUIREMENTSPURLINSMAX. 42"SIDE WALLSHEATHING - SEESCHEDULE FORFASTENERREQUIREMENTS11(2) KNEE BRACES (BACK TO BACK) -ATTACH W/ (3) #12 X 1" TEKS SCREWT.B., EACH SIDE (12 TOTAL)PROVIDE MIN. 1" EDGE DIST.3'-0"COLUMNPOST6" LG. COLUMNSLEEVE - FIELD BOLTW/ (4) #12 X 1" TEKSSCREWS AT EACHSLEEVESIDE WALLSHEATHING - SEESCHEDULE FORFASTENERREQUIREMENTSBASE RAIL18"18"12" RET.TYP.INSERTED POST -FULL LENGTHFIELD BOLTW/ #12 X1"FASTENERS(ESR 2196) @12" C/CSTAGG. ONEACH FACEMEMBER PROPERTIESCOLUMN POST2 1/2" SQ. x 14GA TUBE W/ 2 1/4" SQ. X 12GA TUBE INSERTROOF MEMBER2 1/4" SQ. X 12GA TUBEBASE RAIL2 1/4" SQ. X 12GA TUBEPEAK BRACE2 1/4" SQ. X 12GA TUBEKNEE BRACE(2) 4" X 1" X 14GA HAT CHANNELCONNECTOR SLEEVE2 1/4" SQ. X 12GA TUBEPURLINS4" X 1" X 14GA HAT CHANNELSHEATHING FASTENER SCHEDULELOCATIONCORNER PANELSIDE LAPSEDGE LAPSELSEWHERESPACING9" CCMIN. 14 1/2" CC9" CCFASTENER TYPE: # 12x1" SELF-DRILL SCREWS(ESR-2196) W/ NEOPRENE/STEEL WASHERPEAK BRACE - DOUBLED ALONGROOF MEMBER TILL EAVEROOF MEMBER18"1"-12"1"-12"18"36/4 (9" C/C) PATTERN36/8 (4 12" C/C) PATTERN36"3 4"9" TYP6" PANELLAPS
E
E
F
RAM
E
S
EC
T
ION
FOR
S
PAC
ING
TYP 3'-0"PANELEND LAP(±4 12" C/C)PURLINSSIDE LAP (STITCHSCREW) MIN (1) #12-24SDSCORNER LAP /ELSEWHERE36/4 PATTERN (±9" C/C )FRAME SECTION & DETAILSFRAME DETAIL1SCALE: 3/4" : 1'BASE DETAIL2SCALE: 3/4" : 1'PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:PEAK BRACE DETAIL3SCALE: 3/4" : 1'TYPICAL FRAMESCALE: 3/16" : 1'29GA. - 3/4" RIB - CORRUGATED SHEETSCALE: 34" : 1'SCALE: 3/16" : 1'SHEATHING FASTENER PATTERN5 OF 7DATE EXPIRES: 06/30/2024
25'-0"3'-6 12"5 SPACES @ 3'-7" CC = 17'-11"12'-0"
16'-1 3
4"37A47A166 PURLINS @ 3'-1" C/C26OPEN ENDPOSTSCOLUMNPOSTSBASE RAILLEFT SIDE WALL FRAMINGSCALE: 3/16" : 1'8"2'-10 1/2"NEW FRAME27B25'-0"3'-6 12"5 SPACES @ 3'-7" CC = 17'-11"12'-0"
16'-1 3
4"166 PURLINS @ 3'-1" C/C26OPEN ENDPOSTSCOLUMNPOSTSBASE RAILRIGHT SIDE WALL FRAMINGSCALE: 3/16" : 1'2'-10 1/2"8"NEW FRAME27BSPLICE DETAILROOF BM(4) #12-14 SDS @ SPLICE(2) #12-14 SDSMIN 6"OVERLAPGIRTS ORPURLINSATTACHMENT DETAILGIRT/PURLIN DETAILSCALE: 3/4" : 1'2COLUMN POST FRAME W/FULL INSERT TYP.6" SLEEVE WELDED TO BASERAIL AND ATTACHED TOCOLUMN POST WITH (4)#12 SDS AS SHOWNBASE RAILINSERTED TUBE:2 14" X 2 14" X 12GA.FIELD BOLT W/ #12 X 1"FASTENERS (ESR 2196) @12" C/C STAGG. ONEACH FACE18"18"12" RET.TYP.COLUMN-BASE DETAILSCALE: 3/4" : 1'1DIAGONAL BRACES2" SQ. X 12GA TUBEHORZ. BRACE2 1/4" SQ x 14GA TUBEPURLINS4" X 1" X 14GA HAT CHANNELCONNECTOR SLEEVE2 1/4" SQ. X 12GA TUBEBASE RAIL2 1/4" SQ. X 12GA TUBESIDE WALL POST2 1/2" SQ. x 14GA TUBE W/ 2 1/4" SQ. X 12GA TUBE INSERTOPEN ENDWALL POST(2) 2 1/4" SQ. X 12GA TUBE -STITCH WELDEDCORNER POST2 1/4" SQ. X 12GA TUBEMEMBER PROPERTIESSIDE WALL FRAMING
PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:6 OF 7DATE EXPIRES: 06/30/2024
MEMBER PROPERTIESCORNER POST2 1/4" SQ. X 12GA TUBEOPEN ENDWALL POST(2) 2 1/4" SQ. X 12GA TUBE -STITCH WELDEDROOF MEMBER2 1/4" SQ. X 12GA TUBEBASE RAIL2 1/4" SQ. X 12GA TUBEEND WALL POSTS2 1/4" SQ. X 12GA TUBEDIAGONAL BRACES2" SQ. X 12GA TUBEHORZ. BRACE2 1/4" SQ x 14GA TUBEKNEE BRACE2 1/4" SQ. X 12GA TUBE30'-0"12'-0"16'-0"37BPEAK BRACE17B3'-0"KNEE BRACE27BROOF MEMBERBASE RAILOPEN ENDPOSTS123TOP OFCONC.FRONT END WALL FRAMINGSCALE: 3/16" : 1'30'-0"37A47A12'-0"123COLUMNPOSTSTOP OFCONC.17A27A57AREAR END WALL FRAMINGSCALE: 3/16" : 1'ROOF MEMBEREND WALL POST(2) 2" X 2" X 2" X 18GACLIP ANGLES. SECURETO ROOF MEMBERAND POST W/ (4) #12SDS AS SHOWN4" X 2" X 18GA FLAT CLIP.SECURE TO ROOF MEMBERAND POST W/(4) #12 SDSAS SHOWNROOF MEMBER DETAILSCALE: 3/4" : 1'1END WALLBASE RAILCORNERPOSTSIDE WALLBASE RAIL2" X 2" X 2" X 18GACLIP ANGLE W/ (4)#12 SDS AS SHOWN18"18"12" RET.TYP.6" SLEEVE WELDED TO BASERAIL AND ATTACHED TOCOLUMN POST WITH (4)#12 SDS AS SHOWNCORNER DETAILSCALE: 3/4" : 1'2LATTICE BRACE DETAILSCALE: 3/4" : 1'3LATTICE BRACE DETAILSCALE: 3/4" : 1'4BASE RAIL(2) 2" X 2" X 2" X 18GACLIP ANGLES. SECURETO POST AND BASE RAILW/ (4) #12 SDS ASSHOWNEND WALL POSTCOLUMN-BASE DETAILSCALE: 3/4" : 1'5COLUMN / ENDWALL POSTHORZ. BRACEDIAGONALBRACEPL 7" X 7" X 14GA(6) #12-24 SDS(4) #12-24 SDSAS SHOWNCOLUMN / ENDWALL POSTHORZ.BRACEDIAGONALBRACEPL 7" X 7" X 14GA(6) #12-24 SDS(5) #12-24 SDS ASSHOWNPROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:END WALL FRAMING & DETAILS
7A OF 7DATE EXPIRES: 06/30/2024
123PEAK BRACEROOF MEMBERCOLUMN POST76°TYP.TYP.6" LG. CONNECTORSLEEVES - FIELD BOLTE.S. W/ (4) #12 X 1"SELF DRILLINGSCREWS AT EACHSLEEVE12" RET.TYP.18"18"18"1"-12"1"-12"18"18"1"-12"1"-12"18"ROOF SHEATHING - SEESCHEDULE FOR FASTENERREQUIREMENTSPURLINSMAX. 42"SIDE WALLSHEATHING - SEESCHEDULE FORFASTENERREQUIREMENTS3'-0"11TUBE KNEE BRACE - ATTACH W/(2) 5" X 5" X 14GA PL EA. END5" X 5" X 14GA PLW/ (3) #12-24 X 1" SDS.WELD PL. TO TUBE KNEE BRACE2"2"TYPCOLUMNPOSTBASE RAIL6" LG. COLUMNSLEEVE - FIELD BOLTW/ (4) #12 X 1" TEKSS.D.S. AT EACHSLEEVESIDE WALLSHEATHING -SEE SCHEDULEFOR FASTENERREQUIREMENTS18"18"12" RET.TYP.BASE RAIL PIECETYP.18"1"-12"1"-12"18"PEAK BRACE - DOUBLED ALONGROOF MEMBER TILL EAVEROOF MEMBER18"1"-12"1"-12"18"END WALL FRAMING DETAILSFRAME DETAIL1SCALE: 3/4" : 1'BASE DETAIL2SCALE: 3/4" : 1'PROJECT TITLE:
SHEET TITLE:
LOCATION:SIGNED:WILDISH BUILDING CO.3957 HAYDEN BRIDGE RD
SPRINGFIELD, OR 97477 319-23-295810/31/2023TariqOCT 31 20231775 M. Hood #120
Woodburn, OR 97071
Phone: 503-984-2415 METAL BUILDINGMANUFACTURERPROJECT NO:SHEET. NO:DRAWN BY:DATE:PEAK BRACE DETAIL3SCALE: 3/4" : 1'7B OF 7DATE EXPIRES: 06/30/2024