Plans 4 of 4 18412.pdf

GENERAL BUILDING INFORMATION:

· NEW 40' X 60' STORAGE BUILDING (NOT INSULATED)

· METAL SIDING WALL PANELS

· 16' (NOMINAL) HIGH SIDEWALLS

· ASPHALT SHINGLE ROOF

· (2) 3' X 7' INSULATED HOLLOW METAL BUILDING ACCESS DOORS

· (3) INSULATED OVERHEAD SERVICE DOORS

· ALL FLASHINGS AND TRIM

· NOTE: SEE SHEET A1 FOR PROJECT ALTERNATES

CONTRACTOR REQUIREMENTS AND RESPONSIBILITIES:

· GENERAL CONTRACTOR (OR BUILDER) IS RESPONSIBLE FOR ARRANGING

CONSTRUCTION AND THE COORDINATION OF ALL OTHER INVOLVED TRADES AND

PRE-CONSTRUCTION ACTIVITIES INCLUDING:

·· PERMITTING

·· MEETING ALL APPLICABLE BUILDING CODE REQUIREMENTS (I.E. DESIGN LOADS

FOR WIND, SNOW, DEFLECTION, DRIFT, UPLIFT, AND SOIL BEARING) SET BY THE

STATE AND LOCAL BUILDING OFFICIALS, FIRE DEPARTMENT, AND ANY OTHER AHJ

(AUTHORITY HAVING JURISDICTION)

·· ENGINEERED TRUSSES

·· ENGINEERED FRAMED OPENINGS, BRACING, AND OTHER STRUCTURAL ELEMENTS,

BUILDING COMPONENTS, OR FEATURES

·· ENGINEERED CONCRETE FLOOR SLAB AND COLUMN FOOTINGS

·· SITE PREPARATION AND FINISHING

SITE REQUIREMENTS:

· PROVIDE EXCAVATION, SAND-GRAVEL SUB-BASE (MDOT21AA), AND LEVELING FOR

BUILDING CONSTRUCTION (SOIL BEARING TESTING WILL BE ARRANGED AND PROVIDED

BY THE OWNER)

· PROVIDE FINAL GRADING AROUND BUILDING PERIMETER OVERHEAD DOOR ENTRY

APRON TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING

· TIE-IN NEW GRADES TO EXISTING GRADES AND SITE DRIVE/PARKING AREA

· COORDINATE GUTTER AND DOWNSPOUT DRAINAGE LOCATIONS AS SHOWN; SEE

DRAWINGS

· COORDINATE SURFACE DRAINAGE WITH REVISED GRADING SHOWN BETWEEN NEW AND

EXISTING STRUCTURES

BUILDING STRUCTURE:

· TRADITIONAL POLE BULDING CONSTRUCTION

(NOTE: ALL WOOD FRAMING IS REQUIRED TO BE AWPA UC3B OR BETTER)

·· 6" x 6" TREATED WOOD POSTS (RATED AWPA UC4B) @ 8' O.C. (MAX, TYP); SEE

FLOOR PLAN FOR SPACING AT DOOR OPENINGS; FINAL SPACING AND POST SIZES

TO MEET LOCAL BUILDING CODE REQUIREMENTS

·· 8" TREATED SKIRT BOARDS (RATED AWPA UC4B) AROUND BUILDING PERIMETER

·· 2" x 6" WALL GIRTS AT 24" O.C. (OR STEEL EQUIVALENT)

·· TRUSSES AND TRUSS GIRDERS PER ENGINEERING REQUIREMENTS DETERMINED

BY BUILDING SUPPLIER/MANUFACTURER

BUILDING CONSTRUCTION:

· WALLS:

·· MANUFACTURER'S STANDARD HEIGHT BASED ON INDICATED NOMINAL HEIGHT ON

DRAWINGS

·· PANEL MANUFACTURER STANDARD GAUGE ZINC COATED (GALVANIZED) OR

ALUMINUM-ZINC ALLOY-COATED STEEL PANELS FASTENED WITH EXPOSED

FASTENERS (PANEL MANUFACTURER RECOMMENDED SCREWS WITH NEOPRENE

WASHERS)

·· FACTORY FINISH BOTH SIDES OF WALL PANELS (INSULATION AND/OR INTERIOR

LINER PANELS ARE NOT REQUIRED)

· CONCRETE FLOOR SLAB AND OVERHEAD DOOR ENTRY APRON:

·· 6" 4000 PSI CONCRETE SLAB REINFORCED W/ WELDED WIRE FABRIC (4"x4" -

W4.0XW4.0)

·· 6 BAG MIN. CEMENT CONTENT W/ 5% MIN. AIR-ENTRAINMENT; 4" SLUMP MAX.

·· PROVIDE COMPACTED SAND-GRAVEL SUB-BASE (MDOT21AA) UNDER BUILDING

AREA AND COORDINATE DEPTH OF BASE WITH FLOOR SLAB ELEVATION AND

SLOPE SHOWN ON DRAWINGS; ADJUST EXISTING GRADES TO MEET ANTICIPATED

FINAL SITE GRADING

·· PROVIDE SAWCUT JOINTS IN FLOOR SLAB @ 12' O.C. MAX

·· PROVIDE CONTINUOUS 6' WIDE CONCRETE APRON AT OVERHEAD DOOR

OPENINGS; SEE PLAN

·· PROVIDE SLIP-RESISTANT (BROOM) FINISH AT EXTERIOR LOCATIONS SUBJECT TO

FOOT TRAFFIC

· ROOF:

·· 30-YEAR WARRANTY ASPHALT SHINGLES; COLOR TO BE SELECTED FROM

COMPLETE RANGE OF MANUFACTURER STANDARD AVAILABLE COLORS

·· 15# CONTINUOUS ROOF FELT AND 3' OF CONTINUOUS ICE & WATER SHIELD

ALONG EAVES WITH GUTTERS

·· 1/2" OSB ROOF SHEATHING WITH CLIPS ON ENGINEERED TRUSSES (@ 24" OR AS

REQUIRED)

·· PROVIDE 6" SEAMLESS METAL GUTTER AND DOWNSPOUT DRAINAGE SYSTEM

ALONG FULL LENGTH OF EAVES (BOTH SIDES); ROUTE DOWNSPOUTS TO SPLASH

BLOCKS AS SHOWN

·· PROVIDE MATCHING PRE-FINISHED METAL DRIP EDGE AT EAVES AND GABLE ENDS

·· ONE FOOT OVERHANG ALL SIDES

·· PROVIDE PRE-FINISHED ALUMINUM VENTED SOFFITS AND CONTINUOUS RIDGE

VENT; SHINGLE OVER RIDGE VENT

· FINISHES:

·· ALL FLASHING AND TRIM: FACTORY FINISHED

·· WALL PANELS: TWO-COAT FLUOROPOLYMER FACTORY APPLIED FINISH ON EACH

FACE OF PANELS SELECTED FROM MANUFACTURER'S SELECTION OF STANDARD

COLORS

·· ALL OTHER BUILDING FINISHES: PRE-FINISHED WHERE AVAILABLE AND TO BE

DETERMINED BY OWNER FOLLOWING WALL PANEL COLOR SELECTION

DOORS AND OPENINGS:

· 3'-0" X 7'-0" DOORS:

·· QUANTITY: 2

·· INCLUDE 5' x 5' EXTERIOR CONCRETE PAD AT EACH OPENING

·· INSULATED HOLLOW METAL (GALVANIZED, HEAVY DUTY COMMERCIAL GRADE,

FACTORY APPLIED FINISH)

·· FACTORY WELDED STEEL DOOR FRAMES W/ MITERED CORNERS

·· PROVIDE WEATHER STRIPPING AND ADA/ MICHIGAN BARRIER FREE ALUM.

THRESHOLD

·· BACKSET DOORS AND LOCKS 2 34"

·· SECURITY: SCHLAGE D53RD626ORB LOCKSET WITH CONSTRUCTION CORES; FINAL

FINISHED CORES AND KEYING BY OWNER

· UPWARD-ACTING SECTIONAL OVERHEAD SERVICE DOORS (SIZES AND ARRANGEMENT

ON DRAWINGS):

·· QUANTITY: 3

·· HEAVY DUTY COMMERCIAL GRADE GALVANIZED

·· INCLUDE POLYURETHANE INSULATION BONDED TO FACING SHEETS OF

GALVANIZED SHEET STEEL SECTIONS

·· FACTORY APPLIED FINISH IN COLOR SELECTED FROM MANUFACTURER'S

STANDARD AVAILABLE COLORS

·· PROVIDE WEATHER STRIPPING AND TORSION SPRING LIFT, CROSS HEAD SHAFT,

AND BRAIDED STEEL CABLES FOR MANUAL OPERATION

·· SECURITY: INCLUDE SECURITY MECHANISM LOCKABLE FROM THE INTERIOR

STRUCTURAL LOADS

1. BUILDING CODE - MICHIGAN BUILDING CODE 2015.

2. STRUCTURAL DESIGN CODES AND STANDARDS:

DESIGN LOADS - ASCE 7-10

CONCRETE - ACI 318-14

WOOD - ANSI/AWC NDS-15

3. DESIGN LIVE LOADS:

BUILDING RISK CATEGORY: I

SNOW:

GROUND SNOW, PG = 60 PSF

IMPORTANCE FACTOR = I = 0.8

THERMAL FACTOR Ct = 1.20 EXPOSURE FACTOR, Ce = 1.0 FLAT ROOF SNOW, Pf = 40.3 PSF

WINDWARD UNBALANCED SNOW = 12.1 PSF

LEEWARD UNBALANCED SNOW NEAR RIDGE = 63.9 PSF

LEEWARD UNBALANCED SNOW NEAR EAVE = 40.3 PSF

WIND:

WIND LOAD: ENVELOPE PART 2 SIMPLE DIAPHRAGM LOW-RISE

ULTIMATE DESIGN WIND SPEED, Vult = 105 MPH NOMINAL DESIGN WIND SPEED, Vasd = 82 MPH

EXPOSURE CATEGORY.....B

INTERNAL PRESSURE COEFFICIENT ....+/- 0.18

TOPOGRAPHIC FACTOR …..Kzt = 1.0 DIRECTIONALITY FACTOR……Kd = 0 .85 MWFRS BASE PRESSURE…..qh = 16.8 PSF COMPONENTS AND CLADDING: PART 1 LOW-RISE…..qh = 16.8 PSF

BUILDING SUPPLIER SHALL SUBMIT SEALED STRUCTURAL CALCULATIONS FOR WIND

LOAD DESIGN OF MAIN LATERAL WIND FORCE RESISTING SYSTEM ALONG WITH ANY

CHANGES NECESSARY FOR THE DRAWINGS PRIOR TO BEGINNING WORK OR ORDERING

MATERIALS.

GENERAL

1. THESE NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS.

2. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE

DEAD LOAD WEIGHT OF MATERIALS INDICATED PLUS THE SUPERIMPOSED LIVE LOADS

INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF

FALSEWORK, FORMWORK, STAGING, BRACING, AND SHORING. CONTRACTOR HAS SOLE

RESPONSIBILITY FOR CONSTRUCTION MEANS AND METHODS, SEQUENCES, AND PROCEDURES

OF CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM, WITH

COMPLETED CONNECTIONS, AND FIELD INSTALLED MATERIALS HAVING REACHED SPECIFIED

DESIGN STRENGTH.

3. DEFERRED SUBMITTALS: PORTIONS OF THE DESIGN HAVE BEEN DEFERRED AND WILL BE

DESIGNED BY PRODUCT MANUFACTURERS QUALIFIED LICENSED ENGINEERS. THE STRUCTURAL

ENGINEER OF RECORD WILL ONLY REVIEW SUBMITTALS OF THESE SYSTEMS FOR GENERAL

CONFORMANCE WITH THE PROJECT PARAMETERS INDICATED AND IS NOT RESPONSIBLE FOR

DEFERRED SUBMITTAL DESIGN. DEFERRED SUBMITTALS INCLUDE:

METAL PLATE CONNECTED WOOD TRUSSES

GENERAL CONDITIONS

1. OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS. WORK SHALL COMPLY WITH ALL LOCAL

ORDINANCES INCLUDING BUT NOT LIMITED TO WORKING HOURS, NOISE LEVELS, DUST, ETC.

FOUNDATIONS

1. LOCATE ALL UNDERGROUND UTILITIES BEFORE STARTING WORK. CONTACT UTILITYLOCATING SERVICES PRIOR TO EXCAVATION. IN MICHIGAN CALL "MISS DIG" 800-482-7171 AT LEAST 72

HOURS PRIOR TO STARTING WORK.

2. FOUNDATION DESIGN IS BASED ON THE SOILS INVESTIGATION REPORT NUMBER 082428.00 BY

ANDREW BOLTON, SME; DATED AUGUST 27, 2019.

3. FOUNDATIONS SHALL BEAR ON SOILS HAVING A MINIMUM ALLOWABLE BEARING PRESSURE OF

2500 PSF FOR SHALLOW CIRCULAR DRILLED CONCRETE PIERS.

CONCRETE

1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE

INSTITUTE (ACI) DOCUMENTS REFERENCED IN SPECIFICATIONS.

2. MATERIAL PROPERTIES:

LOCATION 28 DAY f'c AIR CONTENT MAX SLUMP

SPREAD FOOTINGS 3000 PSI NO TEST 4” MAX

SIDEWALKS, DRIVES, AND 4000 PSI 6%+1% 4” MAX

ALL CONCRETE EXPOSED

TO WEATHER

INTERIOR SLABS-ON-GRADE 3500 PSI NO TEST 4” MAX

REINFORCING BARS: ASTM A615 GRADE 60 UNLESS NOTED OTHERWISE

TIES AND STIRRUPS ASTM A615 GRADE 40

3. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS. IF FORMS ARE REMOVED BEFORE

THE END OF CURING PERIOD, COAT SURFACES WITH LIQUID CURING COMPOUND.

WOOD

1. LUMBER SHALL CONFORM TO STANDARD GRADING RULES OF WWPA OR NELMA, PLYWOOD

SHALL CONFORM TO APA.

2. APPLICATION SPECIES SIZE GRADE MIN. FB (PSI)MIN. E (KSI)

BEAMS, & HEADERS S PINE 2X10 NO.2 FB=800 1,400

S PINE 2X8, 2X6 NO.2 FB=925 1,400

HEM FIR ALL 2X NO.2 FB=850 1,300

SPF(S) ALL 2X NO.2 FB=775 1,100

BEARING STUDS S PINE 2X4, 2X6 NO.2 FC=1,400 1,400

HEM FIR 2X4, 2X6 NO.2 FC=1,300 1,300

SPF(S) 2X4, 2X6 NO.2 FC=1,000 1,100

TIMBER COLUMNS S PINE 6X6 NO.2 FC=525 1,200

(5 ½”X5 ½”)

ROOF DECKING: 7/16" PLYWOOD - APA SHEATHING, 24/16 C-D, EXP. 1

LVL E=2,000,000 PSI FB=2,600 PSI

(LAMINATED VENEER LUMBER)

3. INSTALL ROOF DECKING WITH FACE GRAIN PERPENDICULAR TO SUPPORTS WITH 1/8" GAP AT

PANEL JOINTS. FASTEN WITH 8D COMMON NAILS AT 6" OC ALONG PANEL EDGES AND 12" OC

ALONG INTERMEDIATE SUPPORTS.

4. REGARDLESS OF NAIL TYPE OR NAILING METHOD PROVIDE MINIMUM SHANK DIAMETER AS

FOLLOWS: 6d=0.113”, 8d=0.131”, 10d=0.148”, 16d=0.162”, 20d=0.192”

5. PRESSURE TREATMENT: PROVIDE PRESERVATIVE PRESSURE TREATED WOOD AS INDICATED

AND WHERE IN CONTACT WITH CONCRETE, MASONRY, OR EXPOSED TO EARTH OR WEATHER.

AWPA U1 USING; AMMONIACAL COPPER ZINC ARSENATE (ACZA), AMMONIACAL OR AMINE

COPPER QUAT (ACQ), OR AMMONIACAL COPPER CITRATE (ACC).

TREAT ALL WOOD PER AWPA STANDARD C-2 AS FOLLOWS: 1) ABOVE GROUND USE PROVIDE

.25 POUND PER CUBIC FOOT OF WOOD. 2) BELOW GROUND USE PROVIDE .40 POUND PER

CUBIC FOOT OF WOOD.

PREFABRICATED METAL PLATE WOOD TRUSSES

1. PROVIDE PREFABRICATED METAL-PLATE CONNECTED WOOD TRUSSES DESIGNED AND

CERTIFIED BY AN ENGINEER, LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED, TO

SUPPORT THE SUPERIMPOSED DEAD AND LIVE LOADS INDICATED.

2. TRUSSES SHALL BE DESIGNED FOR THE INDICATED LIVE AND DEAD LOADS PLUS THE DEAD

WEIGHT OF THE TRUSSES:

A. TOP CHORD: DEAD LOAD = 10 PSF

BALANCED SNOW = 40.3 PSF

UNBALANCED SNOW LEEWARD SIDE = 63.9 PSF (FROM RIDGE TO 8.67')

UNBALANCED SNOW LEEWARD SIDE = 40.3 PSF (FROM 8.67' TO EAVE)

UNBALANCED SNOW WINDWARD SIDE = 12.1 PSF

B. BOTTOM CHORD: DEAD LOAD=5 PSF

CONCENTRATED LOAD OF 300 POUNDS AT ANY POINT ALONG BOTTOM CHORD

DESIGN LOADS SHALL BE ADJUSTED FOR SNOW DRIFT AND SLIDING SNOW LOAD

WHERE APPLICABLE.

C. SNOW DRIFT LOADS INDICATED

3. TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING DEFLECTION CRITERIA:

A. ROOF TRUSSES: VERTICAL TOTAL LOAD DEFLECTION OF L/240

B. ROOF TRUSSES: VERTICAL LIVE LOAD DEFLECTION OF L/360

4. COMPLY WITH APPLICABLE REQUIREMENTS AND RECOMMENDATIONS OF THE TRUSS PLATE

INSTITUTE (TPI) AND APPLICABLE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA) PUBLICATION "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION."

5. ERECT AND BRACE TRUSSES TO COMPLY WITH APPLICABLE REQUIREMENTS OF REFERENCED

TPI STANDARDS.

6. PROVIDE (1) SIMPSON H2.5A TIE AT EACH ROOF TRUSS AND RAFTER BEARING.

SPECIAL INSPECTIONS (PER MBC 2015 - SECTIONS 1704-1705)

1. BUILDING PERMIT APPLICANT SHALL SUBMIT NAME, ADDRESS, AND CONTACT INFORMATION FOR

EACH PROPOSED SPECIAL INSPECTOR INDICATED AT THE TIME OF PERMIT APPLICATION.

SPECIAL INSPECTIONS ARE TO BE ARRANGED FOR BY THE GENERAL CONTRACTOR OR

CONSTRUCTION MANAGER BUT SHALL HAVE A CONTRACT DIRECTLY WITH THE OWNER. SPECIAL

INSPECTIONS ARE REQUIRED FOR THE FOLLOWING:

A. FABRICATOR'S SHOP

WOOD TRUSS FABRICATOR'S SHOP (SEC. 1704.2.5)*

* NOTE THAT SPECIAL INSPECTION IS NOT REQUIRED FOR THE FABRICATOR'S

SHOP IF CERTIFICATE OF COMPLIANCE IS SUBMITTED BY THE FABRICATOR'S

INSPECTION AGENCY PER 1704.2.5.1.

B. SOILS

SOIL BEARING CAPACITY (TABLE 1705.6 - #1)

GENERAL NOTES, PROJECT REQUIREMENTS, AND SPECIFICATIONS:

STRUCTURAL NOTES, REQUIREMENTS, AND SPECIFICATIONS:

PROJECT

REQUIREMENTS

AND NOTES

A0

REVISIONS:

MMA JOB # 19111

SET DATE

CURRENT ISSUE:

REVIEW:

ARCHITECT

OWNER

CHECKED BY: INITIALS

PROJECT MANAGER TRM

JNM

SOM DTMB:

© MATHISON | MATHISON ARCHITECTS

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FILE NO: 472-18412-GAG

INDEX NO: 472LRFMaintProj

ISID CONTRACT NO: 00815

DEPT. OF CORRECTIONS

BIDDING 10/01/19

PLAN REVIEW 09/19/19

BIDDING 10/01/19

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40'-0"

10'-6"

8'-0"

5' -4

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8'-0"8'-0"

5' x 5' CONCRETE PAD

ALTERNATE NO.1:

6' WIDE X 38' LONG

CONCRETE APRON;

SLOPE @ 14" PER FOOT

5' x 5' CONCRETE PAD;

CONNECT TO EXISTING

ADJACENT SIDEWALK

8'-0" 8'-0"

NOTE:

· PROVIDE

SMOOTH-TROWEL

FINISH FOR INTERIOR

CONCRETE SLAB

· PROVIDE NON-SLIP

BROOM FINISH FOR

EXTERIOR CONCRETE

(INCLUDING APRON)

SLOPE DN

PRECAST CONCRETE SPLASH

BLOCK; TYP. OF (4), ONE

EACH AT BUILDING CORNER

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5' -4

5'

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5' -4

5'

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5' -4

5'

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5' -4

5'

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5' -4

PROVIDE SUPPLEMENTAL FRAMING FOR

DOOR FRAMES AND MOUNTING AT ALL DOOR

OPENINGS; FILL VOID SPACE BETWEEN

PRIMARY POLE STRUCTURE AND DOOR

FRAME/JAMB COMPONENTS AS REQUIRED

TO PROVIDE SECURE INSTALLATION OF

FRAMES AND JAMBS AROUND OPENINGS

AND DOOR HEADERS; TYP. ALL OPENINGS

TRUSS SPAN DIRECTION

SLOPE FLOOR SLAB DOWN 18" PER FT.

ALLOW MINIMUM OF 8' OF WALL

BETWEEN BUILDING CORNER AND

OVERHEAD DOOR OPENING FOR

BUILDING FRAME CORNER BRACING

PROVIDE (1) 1.75" x 11.87" LVL EACH SIDE OF POST w/ (24) 16d COMMON NAILS EACH; TYP.

EACH OVERHEAD DOOR OPENING

ANTICIPATED LOCATION

OF DOWNSPOUT

ROUTE DOWNSPOUT TO

GABLE END OF BUILDING

HOLLOW

METAL DOOR

EXISTING ADJACENT

MAINTENANCE BUILDING

ENGINEERED TRUSS @ 2'-0" O.C.

2X LATERAL WOOD BRACING

AS REQUIRED BY

ENGINEERED TRUSS MFR.

2 x GIRTS (TREATED AWPA UC3B) AT

24" O.C. PER BUILDING CODE REQ.

6" x 6" STRUCTURAL BUILDING

COLUMNS @ 5'-4" O.C.; PRESSURE

PRESERVATIVE TREATED FOR

IN-GROUND USE/GROUND

CONTACT (AWPA UC4B)

PRESSURE PRESERVATIVE TREATED

8" SKIRT BOARD (AWPA UC4B),

CONTINUOUS AROUND BUILDING

PERIMETER EXCLUSIVE OF DOOR

OPENINGS

24" DIA. CONCRETE COLUMN FOOTING;

PROVIDE 36" DIA. AT OVERHEAD DOORS

10" DEEP PRECAST CONCRETE OR

EQUIVALENT UPLIFT PROTECTION

2" x 6" TREATED (AWPA UC4B)

HOLD-DOWN CLEATS, UPLIFT PLATE, OR

EQUIVALENT UPLIFT PROTECTION AT

EACH COLUMN

6" 4000 PSI CONCRETE FLOOR SLAB

REINFORCED W/ WELDED WIRE FABRIC

ON VAPOR BARRIER (10 MIL MIN.) ON

6" SAND-GRAVEL SUB-BASE (MDOT 21AA)

COMPACTED TO 95% DRY DENSITY

ASPHALT SHINGLE ROOFING ON 7/16" OSB

ROOF SHEATHING W/ 15# CONT. FELT AND

6' CONT. ICE/WATER SHIELD AT EAVES

29g EXTERIOR METAL SIDING PANELS

SLOPE TOP OF CONCRETE FOOTING

OR FORM FOR POSITIVE DRAINAGE

'-0

ALUMINUM VENTED SOFFIT

4' -0

" M

IN

PREFINISHED 6" ALUMINUM SEAMLESS

GUTTER & DOWNSPOUT SYSTEM

6'-0"ICE/WATER SHIELD

T.O. SLAB AT H.P.

640.5

B.O. EAVE

1'-0" PRE-FINISHED ALUMINUM FASCIA

6" 6"

6" M

IN

HURRICANE TIES AS REQUIRED AT

FRAMING CONNECTIONS

2" x 12" SYP w/ (12) 18d

COMMON NAILS OR

EQUIVALENT CONT. CARRIER

PER BUILDING CODE

REQUIREMENTS

18" DEEP TURNED

DOWN SLAB EDGE OR

EQUIVALENT RODENT

BURROWING AND

EROSION PROTECTION

BUILDING FRAMING NOTE:

STRUCTURAL LAYOUT AND FRAMING

STRATEGIES OTHER THAN THOSE SHOWN ON

THE DRAWINGS WILL BE CONSIDERED ONLY

WITH THE INCLUSION OF COMPLETE

STRUCTURAL CALCULATIONS; ENGINEERED

FRAMING PLAN AND DETAILS; AND SUPPORTING

DOCUMENTS FOR REVIEW AND COMPARISON.

INCLUDE SCHEDULE OF PRICING COMPARISON

FOR EACH STRATEGY SUBMITTED INCLUDING

THAT WHICH IS SHOWN IN THE BID DOCUMENTS.

'-0

10' X 14'

OVERHEAD

DOOR

10' X 10'

OVERHEAD

DOOR

10' X 14'

OVERHEAD

DOOR

EXISTING BUILDING

BEYOND

EXISTING DOOR FROM

EXISTING ADJACENT

MAINTENANCE BUILDING

ANTICIPATED LOCATION

OF DOWNSPOUT

7' -8

ANTICIPATED LOCATION

OF DOWNSPOUT

ROUTE DOWNSPOUT TO

GABLE END OF BUILDING

AT NORTHEAST CORNER

EXISTING BUILDING

BEYOND FLOOR PLAN

AND DETAILS

A12

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

WEST ELEVATION

SCALE: 1/8" = 1'-0"

WALL SECTION

SCALE: 1/2" = 1'-0"

FLOOR PLAN

SCALE: 1/8" = 1'-0"

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PROJECT DEDUCT ALTERNATES (REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION):

ALTERNATE 1: REPLACE THE CONCRETE APRON AT THE OVERHEAD DOORS WITH

A DOLOMITE OR GRAVEL APRON.

ALTERNATE 2: OMIT GUTTERS AND DOWN SPOUTS AND ASSOCIATED ROOF

DRAINAGE SYSTEM COMPONENTS (I.E. SPLASHBLOCKS,

FASTENERS, MOUNTING HARDWARE, ETC.) SHOWN ON THE

BUILDING DRAWINGS.

ALTERNATE 3: PROVIDE UN-INSULATED DOORS IN LIEU OF INSULATED DOORS FOR

THE OVERHEAD DOORS SHOWN.

REVISIONS:

MMA JOB # 19111

SET DATE

CURRENT ISSUE:

REVIEW:

ARCHITECT

OWNER

CHECKED BY: INITIALS

PROJECT MANAGER TRM

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SOM DTMB:

© MATHISON | MATHISON ARCHITECTS

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FILE NO: 472-18412-GAG

INDEX NO: 472LRFMaintProj

ISID CONTRACT NO: 00815

DEPT. OF CORRECTIONS

BIDDING 10/01/19

PLAN REVIEW 09/19/19

BIDDING 10/01/19

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