North Branch Storage Building Addition Specs.pdf
PDF 2 MB Posted
- Solicitation number
- RFP - NBAS - 240000000716
- Issued by
- Lapeer County, Michigan
About this file
This document contains detailed specifications and drawings for an addition to an existing storage building for the North Branch Area Schools in North Branch, Michigan. The project involves constructing a 1,620 square foot addition to an existing 1,200 square foot storage building, including a new foundation, floor slab, walls, roof, and electrical work. The project is located at 6598 Brush Street in North Branch. No response date, due date, site visit, or bidder's conference is specified. The contract term and any renewal options are not provided.
The document outlines the general construction requirements, including site work, grading, utility relocation, and concrete specifications. The roof and wall framing details, including truss design loads and wind bracing, are also included. Pricing terms, set asides, incumbents, funding sources, and other salient commercial information are not provided in the document.
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1111 CREEKWOOD TRAIL
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BURTON, MI. 48509
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FAX (810) 742-8393
AutoCAD SHX Text %%uARCHITECT:
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CREEKWOOD ARCHITECTURE, INC.
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TELEPHONE (810) 742-0480
AutoCAD SHX Text bcalhoun@creekwoodarch.com
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IN RESPONSIBLE CHARGE:
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REGISTERED ARCHITECT
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JEFFERY VANCAMP
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REGISTERED DESIGN PROFESSIONAL
AutoCAD SHX Text %%uBUILDING CODE:
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FOUNDATION PLAN
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FLOOR PLAN
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ARCHITECT
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JOB NUMBER
AutoCAD SHX Text #23008
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SITE PLAN
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2018 MICHIGAN PLUMBING CODE
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2017 NATIONAL ELECTRIC CODE
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2015 MICHIGAN
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2015 MICHIGAN MECHANICAL CODE
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ELECTRICAL CODE -
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PLUMBING CODE -
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MECHANICAL CODE -
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BUILDING CODE -
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BARRIER FREE CODE
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BARRIER FREE -
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& ICC/ANSI
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2006 MICHIGAN
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INTERNATIONAL BLDG. CODE
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PUBLIC UTILITY STATEMENT
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ALL SANITARY SEWER'S 8" AND LARGER IN DIAMETER AND ALL WATER MAINS 6"
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AND LARGER IN DIAMETER FOR THIS PROJECT ARE DESIGNED FOR AND WILL
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BECOME A PUBLIC SYSTEM UPON SATISFACTORY APPROVAL BY THE AGENCY
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OR MUNICIPALITY.
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THERE WILL BE 1.0 ACRES DISTURBED, THEREFORE AN
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CONTRACTOR ALERT STATEMENT
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REVIEW THE NOTES, DETAILS, AND DESIGN CAREFULLY PRIOR TO SUBMITTING
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N.P.D.E.S. PERMIT IS REQUIRED.
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THIS PROJECT HAS BEEN DESIGNED USING THE LATEST G.C.D.C. CRITERIA.
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A BID. FULL COMPLIANCE WITH THE NEW STANDARDS WILL BE REQUIRED.
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REPAIR, AND/OR REPLACEMENT. FOR CONDOMINIUMS, THE EASEMENT SHALL
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EASEMENT GRANTED TO THE AGENCY OR MUNICIPALITY FOR MAINTENANCE,
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OTHERS SHALL BE RECORDED ON STANDARD GCDC EASEMENT DOCUMENTS.
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EASEMENT STATEMENT
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THE EASEMENT SHALL BE NOTED ON THE FINAL RECORDED PLAT. ALL
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N.P.D.E.S. STATEMENT
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ALL PUBLIC SANITARY SEWER AND PUBLIC WATER MAINS SHALL HAVE AN
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BE RECORDED ON THE MASTER DEED DOCUMENT AND FOR A SUBDIVISION,
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ARCHITECTURAL
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LOCATION MAP
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NORTH
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%%UFOR NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
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%%UGENERAL:
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%%USITE WORK AND GRADING:
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%%UMISS-DIG:
AutoCAD SHX Text CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AutoCAD SHX Text AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, AutoCAD SHX Text OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
AutoCAD SHX Text STREETS AND ROADWAYS SHALL BE THOROUGHLY CLEANED AND/OR SWEPT ON A DAILY BASIS OR
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ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION.
AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITIES.
AutoCAD SHX Text ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES
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THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE
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REPLACED IN ACCORDANCE WITH THE SPECIFICATIONS.
AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, AND LICENSE FEES.
AutoCAD SHX Text ALL ELEVATIONS IN PAVED AREAS ARE TOP OF FINISHED PAVEMENT UNLESS OTHERWISE NOTED.
AutoCAD SHX Text RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE
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APPROVAL FROM ENGINEER BEFORE ANY UTILITY RELOCATION.
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NO DIMENSION MAY BE SCALED ON DRAWINGS. REFER UNCLEAR ITEMS TO THE ENGINEER FOR
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INTERPRETATION.
AutoCAD SHX Text ALL CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING OF THE
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SUNDAYS, AND HOLIDAYS) AND CALL "MISS-DIG" AT 1-800-482-7171.
AutoCAD SHX Text EXISTING UTILITY LOCATIONS SHOWN SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.
AutoCAD SHX Text LOCATIONS OF UNDERGROUND UTILITIES ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON
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ACTUAL FIELD LOCATIONS OF VISIBLE STRUCTURES AND PLAN COMPUTATIONS.
AutoCAD SHX Text FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.1 FEET ABOVE OR BELOW ESTABLISHED
AutoCAD SHX Text FINISHED SUBGRADE ELEVATIONS AND ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN
AutoCAD SHX Text INDICATED ELEVATIONS. FINISHED DITCHES SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE
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LICENSE NO. 1301047808
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EXPIRATION DATE 5-21-2024
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COVER SHEET
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SHEET INDEX
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ADDITION
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LOCATION
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%%USTORAGE BUILDING ADDITION
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EXTERIOR ELEVATIONS
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SECTIONS / DETAILS
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ELEC / LIGHTING PLAN
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CONSTRUCTION TYPE
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USE GROUP
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10 PERSONS
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OCCUPANT LOAD
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1,200 SQ. FT.
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EXISTING STRUCTURE
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1,620 SQ. FT.
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NEW ADDTION
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2,820 SQ. FT.
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TOTAL BUILDING AREA
CB#2813 RIM EL.= 6" INV. W.=820.99' 8" INV. E.=820.82' CB#2816 RIM EL.=822.85' 8" INV. W.=820.02' 12" INV. E.=819.52' CB#2828 RIM EL.=824.24' 6" INV. W.=821.59' 6" INV. E.=821.52'
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CB#2828
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CB#2813
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CB#2816
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ASPHALT
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O/H WIRES
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NORTH-SOUTH 1/4 LINE
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POLE BARN
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SHED
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O/H WIRES
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APPROX. PROPERTY LINE
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REVISIONS
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s. creekwood
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AutoCAD SHX Text burton, michigan
AutoCAD SHX Text tel. (810) 742-0480
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CREEKWOOD ARCHITECTURE, INC.
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SITE PLAN
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SHEET TITLE
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SHEET TITLE
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SHEET TITLE
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OF
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SHEET NO.
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DATE
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JOB NO.
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PROJECT
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DRAWN BY
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CHECKED BY
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AutoCAD SHX Text ADDITION TO EXISTING STORAGE BUILDING for
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
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EXISTING
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%%UPROPOSED
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%%UADDITION
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NEW M.H.
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NEW YARD
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BASIN
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NEW YARD
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BASIN
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25' - 6" PVC
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STORM
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65' - 6" PVC
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STORM
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25' - 6" PVC
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STORM
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REMOVE EXISTING
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STORM SEWER LINE
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& RE-ROUTE
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RELOCATE
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EXISTING SHED
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SCALE: 1" = 20'-0"
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%%USITE PLAN
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NORTH
15 MAY 23
A4
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AutoCAD SHX Text GENERAL NOTES: : 1) THE FOLLOWING LOADS WERE USED IN THE DESIGN: ROOF: 60 PSF LIVE LOAD / 17 PSF DEAD LOAD 60 PSF LIVE LOAD / 17 PSF DEAD LOAD SNOW LOAD: SNOW LOAD: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: FOLLOWING FACTORS: Pg = 30 PSF I = 1.0 Ce = 1.0 Ct = 1.1 Pg = 30 PSF I = 1.0 Ce = 1.0 Ct = 1.1 Ct = 1.1 DRIFTING PER SECTION 7.7 DRIFTING PER SECTION 7.7 - WIND LOAD: WIND LOAD: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: FOLLOWING FACTORS: OCCUPANCY RISK CATEGORY: 2 OCCUPANCY RISK CATEGORY: 2 WIND SPEED, Vult: 115 MPH; Vasd: 90 MPH Vasd: 90 MPH EXPOSURE CATEGORY C FOR MAIN WINDFORCE RESISTING SYSTEM RESISTING SYSTEM EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING EXPOSURE CATEGORY C FOR COMPONENTS AND CLADDING INTERNAL PRESSURE COEFFICIENT, GCpi: ±0.18 - SEISMIC LOAD: SEISMIC LOAD: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: BASED ON CURRENT ASCE 7, WITH THE FOLLOWING FACTORS: OCCUPANCY RISK CATEGORY: 2 SITE CLASS: D IMPORTANCE FACTOR: 1.0 SPECTRAL RESPONSE ACCELERATION: Ss: 0.137 0.137 S1: 0.042 0.042 SPECTRAL ACCELERATION PARAMETER: Sds: 0.147 0.147 Sd1: 0.068 0.068 SEISMIC DESIGN CATEGORY: A SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS RESPONSE MODIFICATION COEFFICIENT: 2 SEISMIC RESPONSE COEFFICIENT: 0.735 DESIGN BASE SHEAR: ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE 2) IF ANY GENERAL NOTE CONFLICTS WITH ANY DETAIL OR NOTE ON THE PLANS OR IN THE SPECIFICATIONS, THE STRICTEST PROVISIONS SHALL GOVERN. 3) UNLESS OTHERWISE SPECIFIED, ALL PROCEDURES AND MATERIALS SHALL MEET THE 2017 MICHIGAN BUILDING CODE.
AutoCAD SHX Text FOUNDATION NOTES: 1) FOOTINGS ARE DESIGNED TO BEAR ON NATURAL MATERIAL WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. (VERIFY BY QUALIFIED TESTING AGENCY IN FIELD.) IF SOIL OF THIS CAPACITY IS NOT FOUND AT THE ELEVATIONS INDICATED, FOOTINGS SHALL BE LOWERED OR ENLARGED AT THE DIRECTION OF THE ENGINEER/ARCHITECT. 2) ALL SLABS SHALL BEAR ON CLEAN GRANULAR SOIL COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR. 3) PROVIDE NECESSARY SHEETING, SHORING, BRACING, ETC. AS REQUIRED DURING EXCAVATIONS TO PROTECT SIDES OF EXCAVATION. 4) THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3.5 FEET BELOW FINISHED GRADE.
AutoCAD SHX Text CONCRETE: 1) ALL CONCRETE WORK AND PLACEMENT SHALL CONFORM TO THE LATEST ACI STANDARDS AND RECOMMENDATIONS. FREE FALL SHALL NOT EXCEED 10 FEET FOR ALL CONCRETE CONTAINING HIGH-RANGE WATER-REDUCER (SUPERPLASTICIZER) AND 5 FEET FOR ALL OTHER CONCRETE. PROVIDE ELEPHANT TRUNK, TREMIES OR OTHER PLACING EQUIPMENT OR OPENING IN SIDES OF FORMS AS REQUIRED TO LIMIT FREE FALL. 2) ALL CONCRETE SHALL ATTAIN THE FOLLOWING 28 DAY COMPRESSIVE STRENGTHS: -FOOTINGS, PIERS, FOUNDATION WALLS: 3000 PSI -FOOTINGS, PIERS, FOUNDATION WALLS: 3000 PSI -SLAB ON GRADE: 4000 PSI -SLAB ON GRADE: 4000 PSI -EXPOSED CONCRETE: 4000 PSI WITH 6% +/-1% ENTRAINED AIR. -EXPOSED CONCRETE: 4000 PSI WITH 6% +/-1% ENTRAINED AIR. 3) ALL CONCRETE SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 AND AGGREGATE CONFORMING TO ASTM C33. 4) CONCRETE ADMIXTURES SHALL BE USED TO FACILITATE CONCRETE PLACEMENT, AID DIFFICULT PLACING CONDITIONS OR ASSIST IN ATTAINING SPECIFIED CONCRETE QUALITIES. ADMIXTURES SHALL HAVE LESS THAN 0.05 PERCENT CHLORIDES IONS. -AIR ENTRAINMENT PER ASTM C260 -AIR ENTRAINMENT PER ASTM C260 -WATER REDUCER PER ASTM C494, TYPE A OR B -WATER REDUCER PER ASTM C494, TYPE A OR B -ACCELERATOR PER ASTM C494, TYPE C, D OR E -ACCELERATOR PER ASTM C494, TYPE C, D OR E -SUPERPLASTICIZER PER ASTM C494, TYPE F OR G -SUPERPLASTICIZER PER ASTM C494, TYPE F OR G 5) NORMAL WEIGHT CONCRETE MIXES SHALL BE PROPORTIONED IN ACCORDANCE WITH SECTION 3.9 OF ACI-301 AND CHAPTER 4 OF ACI-318. THE FOLLOWING SERVES AS A BASIS FOR EACH MIX DESIGN. DEVIATIONS SHALL BE SUBSTANTIATED WITH CERTIFIED TEST DATA. SUBMIT MIX DESIGN, HISTORIC TEST DATA OR TRIAL MIX RESULTS FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. THE FOLLOWING GUIDELINES SHALL APPLY: COMPRESSIVE CEMENT WATER/CEMENT COMPRESSIVE CEMENT WATER/CEMENT CEMENT WATER/CEMENT WATER/CEMENT STRENGTH, f'c CONTENT RATIO STRENGTH, f'c CONTENT RATIO CONTENT RATIO RATIO (28 DAY) (LBS./C.Y.) (BY WT) SLUMP (28 DAY) (LBS./C.Y.) (BY WT) SLUMP (LBS./C.Y.) (BY WT) SLUMP (BY WT) SLUMP SLUMP TYPE (MIN) (MIN.) (MAX) (MAX) (MIN) (MIN.) (MAX) (MAX) (MIN.) (MAX) (MAX) (MAX) (MAX) (MAX) AIR ENT. 4000 611 0.45 4" 4000 611 0.45 4" 611 0.45 4" 0.45 4" 4" 6) ALL REINFORCING BARS, DOWELS, AND TIES SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING STEEL SHALL BE CONTINUOUS. 7) ALL REINFORCING SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318, LATEST EDITION. 8) ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 FURNISHED IN FLAT MATS OR SHEETS, NOT IN ROLLS. PROVIDE MINIMUM 8" LAP BETWEEN SHEETS. 9) ALL SLAB REINFORCING SHALL BE SUPPORTED ON CHAIRS. 10) REINFORCING STEEL SPLICES SHALL BE IN ACCORDANCE WITH CURRENT ACI 318. PROVIDE CLASS B SPLICES FOR VERTICAL AND HORIZONTAL WALL STEEL AND LONGITUDINAL AND TRANSVERSE FOOTING STEEL. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING IN FOOTING. 11) REINFORCED CONCRETE WALLS AND TRENCH FOOTINGS SHALL HAVE CORNER BARS AT ALL INTERSECTIONS OF THE SAME SIZE AND SPACING OF THE MAIN HORIZONTAL REINFORCING. PROVIDE (2) #5 BARS EACH SIDE OF ALL OPENINGS AND (2) #5 X 4'-0" DIAGONAL BARS AT CORNERS OF OPENINGS. 1
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FOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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REVISIONS
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s. creekwood
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CREEKWOOD ARCHITECTURE, INC.
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CHECKED BY
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CHECKED BY
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CHECKED BY
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FOUNDATION PLAN
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SHEET TITLE
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DRAWN BY
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DRAWN BY
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DRAWN BY
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OF
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OF
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PROJECT
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PROJECT
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PROJECT
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SHEET NO.
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JOB NO.
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JOB NO.
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JOB NO.
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DATE
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DATE
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DATE
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CUT EVERY OTHER WIRE
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OF MESH AT JOINT (TYP)
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SLAB CONTROL JOINT
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NOT TO SCALE
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PROVIDE TOOLED JOINTS IN FRESH CONCRETE EACH SIDE OF WALLS WHERE SLABS POUR
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THRU DOORWAYS.
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PROVIDE A #4 BAR X 3'-0" LONG AT MID-DEPTH OF THE SLAB PERPENDICULAR TO
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JOINTS THAT TERMINATE AT A PERPENDICULAR JOINT.
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SAWED JOINT - CUT WITHIN 8 HOURS OF
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SLAB POUR AND FILL WITH JOINT FILLER
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SEE PLAN FOR ACTUAL
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SLAB THICKNESS
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ELEV-TEXT-TOP
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ELEV-TEXT-BOT
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GENERAL NOTES
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FOOTING (TYPICAL)
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FOOTING (TYPICAL)
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12) PROVIDE DOWELS BETWEEN ALL FOOTINGS, WALLS, AND PIERS TO MATCH SIZE AND SPACING OF
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VERTICAL REINFORCING.
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13) SHOP DRAWINGS SHOWING REINFORCING DETAIL INCLUDING BAR SIZES, SPACING AND PLACEMENT
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SHALL BE SUBMITTED AND REVIEWED PRIOR TO FABRICATION.
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14) MINIMUM CONCRETE COVER SHALL BE (UNLESS OTHERWISE NOTED)
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A. 3 INCHES @ UNFORMED SURFACES IN CONTACT WITH GROUND (FOOTING BOTTOMS)
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B. 1/3 THE THICKNESS OF THE SLAB (MIN. 1 INCH TOP COVER) @ SLABS ON GRADE
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C. 2 INCHES @ FORMED SURFACES IN CONTACT WITH GROUND OR EXPOSED TO THE WEATHER
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(GRADE BEAMS, WALLS, ETC.)
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D. IN ALL CASES, CLEARANCE NOT LESS THAN THE DIAMETER OF THE BARS.
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15) COLUMN FOOTINGS SHALL BE CENTERED ON COLUMN CENTERLINES OR COLUMN BASE PLATE
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CENTERLINES UNLESS NOTED OTHERWISE.
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16) CLEAN LOOSE RUST AND MILL SCALE, EARTH, ICE AND OTHER MATERIAL THAT MAY REDUCE THE
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CONCRETE BOND TO REINFORCEMENT.
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FILL
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OVER 4" MIN. GRANULAR
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4" CONC. SLAB ABOVE
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ON 6 MILL. VISQUEEN
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%%UUNEXCAVATED
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EXISTING STRUCTURE
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TO REMAIN AS IS
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EXISTING STRUCTURE
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TO REMAIN AS IS
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CONTROL JOINTS
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CUT @ 20' O.C. MAX
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CONTROL JOINTS
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CUT @ 20' O.C. MAX
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24" CONC. COOKIE
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42" MIN DEPTH
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24" CONC. COOKIE
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42" MIN DEPTH
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24" CONC. COOKIE
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42" MIN DEPTH
AutoCAD SHX Text ADDITION TO EXISTING STORAGE BUILDING for
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
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NORTH
A4
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FLOOR PLAN
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SCALE: 1/4" = 1'-0"
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REVISIONS
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s. creekwood
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CREEKWOOD ARCHITECTURE, INC.
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FLOOR PLAN
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SHEET TITLE
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SHEET TITLE
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SHEET TITLE
AutoCAD SHX Text %%uTYP. SIDEWALL WIND BRACING DETAIL
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NO SCALE:
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SUPPORT
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8) TRUSSES SHOWN ARE DIAGRAMMATICAL AND
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TO BE USED AS A GUIDE
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7) TRUSS SUPPLIER TO PROVIDE SEALED ENGINEERED
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DRAWINGS AND SPECIFICATIONS
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& BRIDGED AS PER MANUFACTURER'S
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6) ROOF TRUSSES TO BE ERECTED & BRACED
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TOTAL LOADS - 50 P.S.F.
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LIVE LOADS - 35 P.S.F.
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3) %%uROOF DESIGN LOADS
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DEAD LOADS - 15 P.S.F.
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WHICHEVER IS GREATER.
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FIN. GRADE OR TO UNDISTURBED SOIL,
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2) CARRY FOOTINGS DOWN TO 3'-6" MIN. BELOW
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1) ASSUMED SOIL BEARING CAPACITY TO
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SPECIFICATIONS
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BE 2,500 P.S.F.
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4) IMPORTANCE FACTOR - I
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5) WIND LOADING - 90 MPH-WIND FACTOR .87
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HEADERS
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ABOVE @ 4'-0" O.C.
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WOOD TRUSSES
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6X6 WOL
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WD POST
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MISC DETAILS
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OF
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SHEET NO.
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DATE
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JOB NO.
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PROJECT
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DRAWN BY
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CHECKED BY
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MEZZANINE FLOOR LOAD - 50 PSF
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
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ADD ADDITIONAL
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BELOW EXISTING HEADERS
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CUT EXISTING OVERHANG
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OFF & CUT EXISTING ROOF
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BACK 2'-0" FOR NEW
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TRUSS BEARING ON EXISTING
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BEAMS
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6X6 WOL
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WD POST
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6X6 WOL
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WD POST
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4X6 WOL
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WD POST
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4X6 WOL
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WD POST
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4X6 WOL
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WD POST
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4X6 WOL
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WD POST
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4X6 WOL
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WD POST
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STEEL DOOR
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EXISTING STRUCTURE
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TO REMAIN AS IS
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EXISTING STRUCTURE
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TO REMAIN AS IS
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HEADERS
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HEADERS
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HEADERS
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INSTALL TYP
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Y BRACING AT ALL
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POST AS DETAILED
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INSTALL TYP
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Y BRACING AT ALL
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POST AS DETAILED
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%%USTORAGE
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%%UEXISTING
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%%USTORAGE
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WOOD TRUSSES @
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ABOVE @ 4'-0" O.C.
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WOOD TRUSSES
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ABOVE @ 4'-0" O.C.
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EXIST.'G WD TRUSSES
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ABOVE @ 4'-0" O.C.
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EXIST.'G WD TRUSSES
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NORTH
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%%USTORAGE
REVISIONS
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s. creekwood
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AutoCAD SHX Text 48509
AutoCAD SHX Text burton, michigan
AutoCAD SHX Text tel. (810) 742-0480
AutoCAD SHX Text fax (810) 742-8393
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CREEKWOOD ARCHITECTURE, INC.
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EXTERIOR ELEVATIONS
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SHEET TITLE
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SHEET TITLE
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SHEET TITLE
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EAST ELEVATION
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SCALE: 1/4" = 1'-0"
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NORTH ELEVATION
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SCALE: 1/4" = 1'-0"
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WEST ELEVATION
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SCALE: 1/4" = 1'-0"
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OF
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SHEET NO.
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DATE
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JOB NO.
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PROJECT
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DRAWN BY
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CHECKED BY
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SOUTH ELEVATION
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SCALE: 1/4" = 1'-0"
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PRE-FINISHED METAL
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SIDING
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PRE-FINISHED METAL
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SIDING
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PRE-FINISHED METAL
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ROOFING
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
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PRE-FINISHED METAL
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SIDING
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EXISTING
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PRE-FINISHED METAL
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ROOFING
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PRE-FINISHED METAL
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SIDING
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PRE-FINISHED METAL
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SIDING
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PRE-FINISHED METAL
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SIDING
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EXISTING
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PRE-FINISHED METAL
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SIDING
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EXISTING
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3'
MANUFACTURED ROOF TRUSSES
Y-BRACING 3'-0" OUT AND 3'-0" DOWN
2x4 PURLINS 24" O.C.
STRUCTURAL HEADER
3'3'
MANUFACTURED ROOF TRUSSES
4x6 WOL WD STRUCTURAL POST
2x4 PURLINS 24" O.C.
STRUCTURAL HEADER SYSTEM, SEE BUILDING SECTION FOR DETAILS
2" - 20 GAUGE DIAGINAL BRACING
FASTENED ON INSIDE OF PURLINS AND
EXTERIOR OF THE 3 PLY STRUCTURAL POLES
FASTENED W/ 1 1/4" POLE BARN SCREWS
@ 48" O.C.
2x6 BLOCKS NAILED
TO SIDE OF TRUSS
EXTEND DOWN BETWEEN
HEADER 6-20D SPIKES
2-INTO TRUSS
2x6 HEADER BLOCKS
24" LG W/ 10-20D SPIKES
TYP. BOTH SIDES
4x6 WOL WD STRUCTURAL POST
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REVISIONS
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s. creekwood
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AutoCAD SHX Text 48509
AutoCAD SHX Text burton, michigan
AutoCAD SHX Text tel. (810) 742-0480
AutoCAD SHX Text fax (810) 742-8393
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CREEKWOOD ARCHITECTURE, INC.
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BUILDING SECTIONS
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SHEET TITLE
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SHEET TITLE
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SHEET TITLE
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DETAILS
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OF
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SHEET NO.
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DATE
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JOB NO.
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PROJECT
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DRAWN BY
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CHECKED BY
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BUILDING SECTION 'A-A'
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SCALE: 1/4" = 1'-0"
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BUILDING SECTION 'B-B'
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SCALE: 1/4" = 1'-0"
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WOOD TRUSSES @
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PREFINISHED 28G
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METAL ROOFING
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4X6 PRESSURE TREATED
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WOOD POSTS
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HEADERS
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PURLINS @ 2'-0" VERT.
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(3) 2 x 6 WOL. WD.
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FILL
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OVER 4" MIN. GRANULAR
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4" CONC. SLAB ABOVE
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ON 6 MILL. VISQUEEN
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FASCIA BOARD
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6" METAL
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PREFINISHED 28G
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METAL SIDING
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SKIRT BD
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POST FOOTING MIN
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3'-6" DP
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
AutoCAD SHX Text 23008
AutoCAD SHX Text 2x4 WOL. WD.
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PURLINS @ 2'-0"
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TURN DOWN EDGE OF
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CONC. SLAB
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CONT RIDGE
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VENT
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OPTIONAL PRE-FINISHED
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METAL CEILING
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APPROX LINE OF
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FINISH GRADE
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CONTRACTOR TO VERIFY
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EXISTING ROOF PITCH &
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MATCH EXISTING
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4X6 PRESSURE TREATED
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WOOD POSTS
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HEADERS
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PURLINS @ 2'-0" VERT.
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(3) 2 x 6 WOL. WD.
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PREFINISHED 28G
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METAL SIDING
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SKIRT BD
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POST FOOTING MIN
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3'-6" DP
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TURN DOWN EDGE OF
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CONC. SLAB
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FILL
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OVER 4" MIN. GRANULAR
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4" CONC. SLAB ABOVE
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ON 6 MILL. VISQUEEN
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FASCIA BOARD
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6" METAL
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PREFINISHED 28G
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METAL ROOFING
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PURLINS @ 2'-0"
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CONT RIDGE
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VENT
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PURLINS @ 2'-0"
AutoCAD SHX Text 2x8 WOOD RAFTERS
AutoCAD SHX Text @ 16" O.C.
AutoCAD SHX Text 2x12 WOOD LEDGER
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ATTACHED TO NEW
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TRUSSES
AutoCAD SHX Text 2x4 DIA
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BRACING
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CUT EXISTING OVERHANG
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OFF & CUT EXISTING ROOF
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BACK 2'-0" FOR NEW
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TRUSS BEARING ON EXISTING
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BEAMS
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ADD ADDITIONAL
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BELOW EXISTING HEADERS
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EXISTING STRUCTURE
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TO REMAIN AS IS
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EXISTING STRUCTURE
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TO REMAIN AS IS
ELECTRICAL PLAN
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SCALE: 1/4" = 1'-0"
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REVISIONS
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s. creekwood
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AutoCAD SHX Text 48509
AutoCAD SHX Text burton, michigan
AutoCAD SHX Text tel. (810) 742-0480
AutoCAD SHX Text fax (810) 742-8393
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CREEKWOOD ARCHITECTURE, INC.
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ELECTRICAL PLAN
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SHEET TITLE
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SHEET TITLE
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SHEET TITLE
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OF
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SHEET NO.
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DATE
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JOB NO.
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PROJECT
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DRAWN BY
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CHECKED BY
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GFI
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WP
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TO EXIST.'G
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PANEL
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TO EXIST.'G
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PANEL
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TO EXIST.'G
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PANEL
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CEILING
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MOUNTED
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CEILING
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MOUNTED
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CEILING
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MOUNTED
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EXISTING ELECTRICAL TO
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REMAIN AS IS
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EXISTING
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PANEL
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AutoCAD SHX Text A
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TO EXIST.'G
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PANEL
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TO EXIST.'G
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PANEL
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EXISTING ELECTRICAL TO
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REMAIN AS IS
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EXISTING
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PANEL
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NORTH BRANCH SCHOOLS
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NORTH BRANCH, MI
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6598 BRUSH ST
AutoCAD SHX Text 23008
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15 MAY 23
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NORTH
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LIGHTING PLAN
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SCALE: 1/4" = 1'-0"
NORTH
| Sheets and Views |
| Unsaved Drawing1-COVER |
| Unsaved Drawing2-C1-SITE |
| Unsaved Drawing1-A1-FOUND |
| Unsaved Drawing1-A2-FLOOR |
| Unsaved Drawing1-A3-ELEVATIONS |
| Unsaved Drawing1-A4-SECTIONS |
| Unsaved Drawing1-E1-ELEC |
File details come from the government source that posted it. Updated .