Buena Vista SAA - Shop Building - Division II Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- DQ1 PMAA 2019000177 2
- Issued by
- Chaffee County, Denver City, Colorado
About this file
This document is a set of architectural drawings for a shop building project issued by Colorado Parks and Wildlife (CPW) for the Buena Vista State Area (SAA) in Chaffee County, Colorado. The project, identified as CPW Project No. S19ALLSCP-5373/C19SE7, involves the construction of a single-story shop building with associated site improvements. The pre-bid conference is scheduled for Tuesday, September 11 at 11:00 a.m., with bid opening set for Wednesday, September 26 at 1:00 p.m. The project is funded through Fund 4100, Appropriation Code PC002INFP/PCPAD959C. The drawings comprise eight sheets detailing the complete design specifications, including site plan, foundation plan, wall and roof framing plans, utilities layout, elevations, and sections. The building design incorporates 2015 International Building Code standards as adopted by Colorado Parks and Wildlife, with site-specific parameters including a 7,941-foot elevation, 120 mph ultimate wind speed (Exposure C), 40 psf snow load, 24-inch frost depth, and Seismic Design Category C.
The shop building design includes a 5-inch thick fiber-reinforced concrete slab foundation over 6-inch compacted ABC base, an 8-inch reinforced concrete foundation wall with continuous footing, and exterior walls framed with 2x6 Douglas Fir #2 studs at 24-inch on-center spacing. The roof consists of pre-manufactured TJI360 I-joists at 24-inch on-center spacing with standing seam metal roofing and a 2-per-foot slope. The building features a 12-by-12-foot overhead garage door, one 3070 access door with deadbolt lock, and one 5040 sliding window. Utilities include a 200-amp single-phase electrical service with indoor panelboard and outdoor disconnect, a 500-gallon LPG tank for the 65,000 BTU radiant heating system, rough-in plumbing for future toilet room and equipment enclosure, and LED lighting throughout. The site plan indicates provisions for a future well, with electrical service extending approximately 145 feet from the existing transformer to a proposed meter installed by the power company. All construction must comply with utility notification requirements through the Utility Notification Center of Colorado (UNCC) or Common Ground Alliance (CGA).
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Buena Vista SAA - Shop Building
DIVISION II – DRAWINGS
FUND 4100
APPR. CODE PC002INFP / PCPAD959C
PROJECT I.D. NO. S19ALLSCP-5373 / C19SE7
PRE-BID CONFERENCE: Tuesday, September 11 at 11:00 am
BID OPENING: Wednesday, September 26 at 1:00 pm
(Page Intentionally Left Blank)
TABLE OF CONTENTS
Buena Vista SAA - Shop Building
CPW Project No.: S19ALLSCP-5373 / C19SE7
COVER SHEET SHEET 1
SITE MAP SHEET 2
FOUNDATION PLAN SHEET 3
WALL FRAMING PLAN SHEET 4
ROOF FRAMING PLAN SHEET 5
UTILITIES PLAN SHEET 6
ELEVATIONS SHEET 7
SECTIONS SHEET 8
© 2018 Microsoft Corporation © 2018 HERE
© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS
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PARKS & WILDLIFE PROJECT CONTACTS
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ENGINEERING SECTION
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KAIL GLENN, WILDLIFE TECHNICIAN
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ERIC STAHNKE, PROJECT MANAGER
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AARON BOONSTRA, DESIGN ENGINEER
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BUENA VISTA SAA
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SHOP BUILDING
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S19ALLSCP-5373/C19SE7
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COVER SHEET
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PROJECT LOCATION
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PROJECT LOCATION
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BUENA VISTA
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JOHNSON VILLAGE
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PROJECT LOCATION
AutoCAD SHX Text PROJECT LOCATION: LATITUDE: 38 49'55.57" N 38°49'55.57" NLONGITUDE: 106 07'39.40" W 106°07'39.40" WBUILDING DESIGN INFORMATION: 2015 IBC AS ADOPTED BY COLORADO PARKS AND WILDLIFE COUNTY: CHAFFEE CHAFFEE SITE ELEVATION: 7941' 7941' WIND SPEED: Vult. = 120mph, EXP. C Vult. = 120mph, EXP. C SNOW LOAD: 40psf 40psf FROST DEPTH: 24in. 24in. SEISMIC DESIGN CATEGORY: C C ALLOWABLE SOIL BEARING: 1500psf (NO GEO REPORT)1500psf (NO GEO REPORT)
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BUENA VISTA SAA
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SHOP BUILDING
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S19ALLSCP-5373/C19SE7
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SITE PLAN
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AutoCAD SHX Text PROPOSED SHOP BUILDING, EXACT LOCATION TO BE VERIFIED IN FIELD WITH PROJECT MANAGER
AutoCAD SHX Text PROPOSED 5" THICK FIBER REINFORCED CONCRETE APRON SLAB OVER 6" COMPACTED ABC, THICKEN SLAB EDGES, SEE DETAIL 2 THIS SHEET
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EXISTING BUILDING
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EXISTING POLE BARN
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EXISTING POLE MOUNTED TRANSFORMER
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EXISTING ELECTRIC METER
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FUTURE WELL
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EXISTING BUILDINGS (TO BE REMOVED BY OTHERS)
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PROPOSED ELECTRIC METER (BY POWER COMPANY)
AutoCAD SHX Text 200 AMP SINGLE-PHASE SERVICE TO EXISTING PROPOSED ELECTRIC METER, APPROX. TOTAL LENGTH = 145FT
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PROPOSED 500 GALLON LPG TANK ON 6" NON-REINFORCED CONCRETE PAD
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PROPOSED STEEL PIPE BOLLARD, SEE DETAIL 1 THIS SHEET
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BOLLARD DETAIL
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6" SCH.40 PIPEBOLLARD, FILL WITH CONC., PAINT YELLOW
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THICKENED SLAB DETAIL
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CONCRETE APRON SLAB, SEE PLAN
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CONCRETE APRON SLAB COMPACTED ABC, SEE PLAN
AutoCAD SHX Text LEGEND EXISTING SURFACE CONTOUR EXISTING FENCE PROPOSED SURFACE CONTOUR PROPOSED UNDERGROUND ELECTRIC SERVICE
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BUENA VISTA SAA
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S19ALLSCP-5373/C19SE7
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FOUNDATION PLAN
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EDGE OF FOUNDATION WALL
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EDGE OF FOOTING
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8" WIDE CONCRETE CURB AROUND PERIMETER
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NOTCH CURB FOR DOOR OPENING, TYP.
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NOTE 3
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B.O. FOOTING ELEV.=96'-0", TYP.
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2" THICK RIGID INSULATION (R-10) ATTACHED TO FOUNDATION WALL
AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. 100'-0" DATUM ELEVATION CORRESPONDS TO A SITE SURVEY 100'-0" DATUM ELEVATION CORRESPONDS TO A SITE SURVEY ELEVATION OF 999.285'. 2. OPENING DIMENSIONS ARE TO THEIR CENTERLINE. ALL OTHER OPENING DIMENSIONS ARE TO THEIR CENTERLINE. ALL OTHER DIMENSIONS ARE TO FACE OF FOUNDATION WALL OR FOOTING. 3. =SIMPSON STHD14 HOLDOWN, TYP. OF (4). RE: =SIMPSON STHD14 HOLDOWN, TYP. OF (4). RE: MANUFACTURER FOR INSTALLATION REQUIREMENTS. 4. 5" THICK FIBER REINFORCED CONCRETE SLAB OVER 6" THICK 5" THICK FIBER REINFORCED CONCRETE SLAB OVER 6" THICK COMPACTED ABC. STEEL TROWL SLAB SURFACE. INSTALL " 12" THICK EXPANSION JOINT AROUND PERIMETER WHERE SLAB TOUCHES FOUNDATION WALL. SLOPE SLAB TO DOORS AS SHOWN ON PLAN. 5. ATTACH PRESSURE TREATED SILL PLATES TO FOUNDATION ATTACH PRESSURE TREATED SILL PLATES TO FOUNDATION CURB WITH " X 10" J-BOLT ANCHOR AT EACH END OF 12" X 10" J-BOLT ANCHOR AT EACH END OFWALL SECTION (12" MAX, 4" MIN. FROM END) AND AT 48" O.C. MAX BETWEEN.
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SLOPE DOWN
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14" PER FT
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98'-9" T.O. SLAB
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98'-1" T.O. SLAB
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97'-8" T.O. FDTN. WALL AT DOOR
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100'-0" T.O. FDTN. WALL
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97'-8" T.O. FDTN. WALL AT DOOR
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BUENA VISTA SAA
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5040 SLIDING WINDOW
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WALL FRAMING PLAN
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AutoCAD SHX Text WALL FRAMING PLAN NOTES: 1. DOOR AND WINDOW DIMENSIONS ARE TO THEIR CENTERLINE. DOOR AND WINDOW DIMENSIONS ARE TO THEIR CENTERLINE. ALL OTHER DIMENSIONS ARE TO FACE OF 2X STUD WALLS. 2. NAIL WOOD MEMBERS PER TABLE 2304.10.1 "FASTENING NAIL WOOD MEMBERS PER TABLE 2304.10.1 "FASTENING SCHEDULE" PER THE IBC 2015, U.N.O. 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFL#2 @24" O.C. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DFL#2 @24" O.C. MAX. 4. FRAME CORNERS "CALIFORNIA" STYLE. FRAME CORNERS "CALIFORNIA" STYLE. 5. EXTERIOR WALL SHEATHING TO BE " OSB OR PLYWOOD. NAIL EXTERIOR WALL SHEATHING TO BE " OSB OR PLYWOOD. NAIL 12" OSB OR PLYWOOD. NAIL WALL SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH 8d @12" O.C. IN THE FIELD. 6. INTERIOR WALL SHEATHING TO BE " OSB. NAIL WALL INTERIOR WALL SHEATHING TO BE " OSB. NAIL WALL 12" OSB. NAIL WALL SHEATHING WITH 8d @12" O.C. AT PANEL EDGES AND WITH 8d @12" O.C. IN THE FIELD. 7. WINDOW AND ACCESS DOOR OPENINGS SHALL HAVE (1) WINDOW AND ACCESS DOOR OPENINGS SHALL HAVE (1) TRIMMER STUD AND (1) KING STUD. 12'X12' GARAGE DOOR OPENING SHALL HAVE (2) TRIMMER AND (2) KING STUDS. 8. HEADERS OVER ALL OPENINGS TO BE (3) 2X6 DFL#2. HEADERS OVER ALL OPENINGS TO BE (3) 2X6 DFL#2. 9. BALLOON FRAME FROM SOLE PLATE TO DOUBLE TOP PLATE. BALLOON FRAME FROM SOLE PLATE TO DOUBLE TOP PLATE. 10. FUTURE ITEMS SHOWN ON PLAN ARE NOT INCLUDED IN THIS FUTURE ITEMS SHOWN ON PLAN ARE NOT INCLUDED IN THIS CURRENT PROJECT/BID BUT ARE SHOWN FOR ELECTRICAL LAYOUT AS WELL AS ROUGH PLUMBING.
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FUTURE TOILET ROOM 2X4 WALL FRAMING
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AutoCAD SHX Text ROOF FRAMING PLAN NOTES: 1. ROOF SHEATHING TO BE " OSB OR PLYWOOD OVER 14" ROOF SHEATHING TO BE " OSB OR PLYWOOD OVER 14" 58" OSB OR PLYWOOD OVER 14" DEEP PRE-MANUFACTURED TJI360 I-JOISTS @24" O.C. MAX. ORIENT SHEATHING WITH LONG DIMENSION PERP. TO I-JOISTS. STAGGER SHORT DIMENSION JOINTS BY HALF OF SHEATHING LENGTH. NAIL ROOF SHEATHING WITH 8d @6" O.C. AT PANEL NAIL ROOF SHEATHING WITH 8d @6" O.C. AT PANEL EDGES AND WITH 8d @12" O.C. IN THE FIELD.
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MATERIALPRODUCTTRADENAMEMODELNUMBER
AutoCAD SHX Text S
AutoCAD SHX Text 240V
AutoCAD SHX Text 240V
AutoCAD SHX Text S
AutoCAD SHX Text
OVH
AutoCAD SHX Text
GFCI
AutoCAD SHX Text
GFCI
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DATE
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BY
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DESIGNER:
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DRAFTER:
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CHECKED BY:
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APPROVED:
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APPROVED:
AutoCAD SHX Text
CHIEF ENGR.:
AutoCAD SHX Text
REVISIONS:
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DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
BUENA VISTA SAA
AutoCAD SHX Text
FY18-19
AutoCAD SHX Text
SHOP BUILDING
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
S19ALLSCP-5373/C19SE7
AutoCAD SHX Text
UTILITIES PLAN
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OF 8
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SCALE IN FT
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UTILITIES PLAN
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AutoCAD SHX Text UTILITIES NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL LAYOUT CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL LAYOUT DRAWINGS FOR STATE PERMITS. ELECTRICAL CIRCUITS SHALL BE LABELED APPROPRIATELY AS WELL AS LABELS AT EACH OUTLET IDENTIFYING WHICH CIRCUIT THEY ARE CONNECTED TO. 2. INSTALL ROUGH IN PLUMBING FOR FUTURE TOILET ROOM AND INSTALL ROUGH IN PLUMBING FOR FUTURE TOILET ROOM AND ENCLOSURE EQUIPMENT.
AutoCAD SHX Text
LED FULL CUT-OFF SECURITY LIGHT WITH PHOTOCELL SENSOR WITH MINIMUM 3970 LUMENS
AutoCAD SHX Text
20 AMP/120V OUTLET, TYP. OF (4)
AutoCAD SHX Text
65,000 BTU RADIANT HEATER
AutoCAD SHX Text
500 GALLON LPG TANK ON 6" NON-REINFORCED CONCRETE PAD
AutoCAD SHX Text
200 AMP SINGLE-PHASE SERVICE
AutoCAD SHX Text
200 AMP NEMA 3R OUTDOOR DISCONNECT
AutoCAD SHX Text
50 AMP/240V OUTLET, TYP. OF (2)
AutoCAD SHX Text
20 AMP/120V OVERHEAD OUTLET, TYP. OF (1)
AutoCAD SHX Text
200 AMP INDOOR PANELBOARD
AutoCAD SHX Text
4' LED LIGHT FIXTURE WITH (4) T8 LAMPS, 17W EACH, TYP. OF (4)
AutoCAD SHX Text
NOTE 2
AutoCAD SHX Text
20 AMP/120V GFCI OUTLET, TYP. OF (2)
STEEL PIPE BURIED 18" DEEP
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESIGNER:
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DRAFTER:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
APPROVED:
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APPROVED:
AutoCAD SHX Text
CHIEF ENGR.:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
BUENA VISTA SAA
AutoCAD SHX Text
FY18-19
AutoCAD SHX Text
SHOP BUILDING
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
S19ALLSCP-5373/C19SE7
AutoCAD SHX Text
ELEVATIONS
AutoCAD SHX Text
AutoCAD SHX Text
OF 8
AutoCAD SHX Text
SCALE IN FT
AutoCAD SHX Text
AutoCAD SHX Text
EAST ELEVATION
AutoCAD SHX Text
SCALE IN FT
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AutoCAD SHX Text
SOUTH ELEVATION
AutoCAD SHX Text
SCALE IN FT
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AutoCAD SHX Text
WEST ELEVATION
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SCALE IN FT
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AutoCAD SHX Text
NORTH ELEVATION
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
GUTTER AT EAVE
AutoCAD SHX Text
TRIM OPENINGS WITH METAL TRIM
AutoCAD SHX Text
DOWNSPOUTS AT EACH END OF BUILDING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CONTINUOUS SOFFIT VENTS AT EAVES
TRIM OPENING WITH METAL TRIM
PLATE
LINE
PLATE
LINE
AutoCAD SHX Text
SEE PLAN B.O. FOOTING
AutoCAD SHX Text
SEE PLAN T.O. FDTN. WALL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESIGNER:
AutoCAD SHX Text
DRAFTER:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHIEF ENGR.:
AutoCAD SHX Text
REVISIONS:
AutoCAD SHX Text
DATE
AutoCAD SHX Text
PROJECT NO.
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
BUENA VISTA SAA
AutoCAD SHX Text
FY18-19
AutoCAD SHX Text
SHOP BUILDING
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
ARB
AutoCAD SHX Text 08/18
AutoCAD SHX Text
S19ALLSCP-5373/C19SE7
AutoCAD SHX Text
SECTIONS
AutoCAD SHX Text
AutoCAD SHX Text
OF 8
AutoCAD SHX Text
SCALE IN FT
AutoCAD SHX Text
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FT
AutoCAD SHX Text
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
SCALE IN FT
AutoCAD SHX Text
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
SCALE IN FT
AutoCAD SHX Text
AutoCAD SHX Text
SECTION DETAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 8" THICK FDTN. WALL, REINF. W/ (3)#4 @18" O.C. HORIZ. AND #4 @18" O.C. VERT. DOWEL W/ STD. HOOK AT BOT., ALT. SIDES
AutoCAD SHX Text CONT. FOOTING, REINF. W/ (2)#4 HORIZ., REINF. AROUND CORNERS W/ #4 X 2'-0" X 2'-0", TYP.
AutoCAD SHX Text
2" THICK RIGID INSULATION (R-10) ATTACHED TO FDTN. WALL
AutoCAD SHX Text
J-BOLT ANCHOR, SEE FOUNDATION PLAN NOTES
AutoCAD SHX Text
SHEATHING EDGE NAILING AT SILL PLATE, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
EXTERIOR WALL SHEATHING, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
PRESSURE TREATED 2X SILL PLATE W/SILL SEALER FOAM
AutoCAD SHX Text PROTECTIVE COVERING (METAL, EXT. PLYWOOD OR OTHER APPROVED MATERIAL) APPLIED TO RIGID INSULATION, EMBED 6" BELOW GRADE
AutoCAD SHX Text
METAL SIDING
AutoCAD SHX Text
INTERIOR FIRE-RATED WALL SHEATHING, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
BATT INSULATION (R-21)
AutoCAD SHX Text
CONTINUOUS SOFFIT VENT
AutoCAD SHX Text
ROOF SHEATHING, SEE ROOF PLAN NOTES
AutoCAD SHX Text
BUILDING PAPER
AutoCAD SHX Text
30# FELT PAPER
AutoCAD SHX Text
METAL ROOF PANELING
AutoCAD SHX Text
I-JOIST W/WEB STIFFENERS AT BEARING, SEE ROOF FRAMING PLAN AND NOTES
AutoCAD SHX Text
SHEATHING EDGE NAILING AT BLOCKING, SEE ROOF PLAN NOTES
AutoCAD SHX Text
GYPSUM WALL BOARD
AutoCAD SHX Text
BATT INSULATION (R-38)
AutoCAD SHX Text
DOUBLE TOP PLATE WITH BEVELED BEARING PLATE ON TOP
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text FULL HEIGHT BLOCKING BETWEEN I-JOISTS, NOTCH FOR VENTING, TOENAIL TO TOP PLATE WITH 16d @6" O.C.
AutoCAD SHX Text 2X4 X 6'-0" SCABBED TO I-JOIST TOP CHORD W/8d @8" O.C.
AutoCAD SHX Text
SIMPSON H2.5A TIE AT EA JOIST
AutoCAD SHX Text
FLASHING WITH DRIP EDGE
AutoCAD SHX Text
DOUBLE TOP PLATE
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE ROOF PLAN NOTES
AutoCAD SHX Text
METAL TRIM
AutoCAD SHX Text
DOUBLE TOP PLATE WITH BEVELED BEARING PLATE ON TOP
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
SHEATHING EDGE NAILING AT BLOCKING, SEE ROOF PLAN NOTES
AutoCAD SHX Text
CONTINUOUS SOFFIT VENT
AutoCAD SHX Text
HEADER OVER OPENING, SEE WALL FRAMING PLAN AND NOTES
AutoCAD SHX Text
WINDOW, SEE PLANS AND ELEVATIONS
AutoCAD SHX Text
HEADER OVER OPENING, SEE WALL FRAMING PLAN AND NOTES
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE ROOF PLAN NOTES
AutoCAD SHX Text
METAL TRIM
AutoCAD SHX Text
SHEATHING EDGE NAILING AT TOP PLATE, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
DOUBLE TOP PLATE
AutoCAD SHX Text
SHEATHING EDGE NAILING AT HEADER, SEE WALL FRAMING PLAN NOTES
AutoCAD SHX Text
OVERHEAD GARAGE DOOR, SEE PLANS AND ELEVATIONS
AutoCAD SHX Text
DOWEL SLABS TOGETHER WITH #4 X 2'-0" @18" O.C.
AutoCAD SHX Text
SEE SECTION DETAIL 1 ON THIS SHEET FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
SEE PLAN B.O. FOOTING
AutoCAD SHX Text
SEE PLAN T.O. FDTN. WALL
AutoCAD SHX Text
SEE PLAN T.O. PLATE
AutoCAD SHX Text
SEE PLAN T.O. PLATE
AutoCAD SHX Text
SEE PLAN B.O. FOOTING
AutoCAD SHX Text
SEE PLAN T.O. FDTN. WALL
AutoCAD SHX Text
SEE PLAN T.O. PLATE
AutoCAD SHX Text
SEE PLAN B.O. FOOTING
AutoCAD SHX Text
SEE PLAN T.O. FDTN. WALL
AutoCAD SHX Text
SEE PLAN T.O. PLATE
AutoCAD SHX Text
SEE SECTION DETAIL 1 ON THIS SHEET FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
SEE SECTION DETAIL 1 ON THIS SHEET FOR ADDITIONAL INFORMATION
AutoCAD SHX Text
VERT. BLOCK FOR SCABBED 2X4
AutoCAD SHX Text
2X FASCIA, SEE PLAN
AutoCAD SHX Text
METAL TRIM
AutoCAD SHX Text
METAL FLASHING OVER OPENING
AutoCAD SHX Text
METAL FLASHING OVER OPENING
AutoCAD SHX Text
BUILDING CONCRETE SLAB
APRON CONCRETE SLAB
File details come from the government source that posted it. Updated .