P10364042Dwgs32-62.pdf
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- Attached to
- USCG AIRSTATION CLEARWATER: Major Repairs AIRSTA Clearwater and Repair Water Intrusion - Annex
- Solicitation number
- 70Z0G119BBF2221000
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Drawings P10364042 Page 32-62
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| File | Type | Posted |
|---|---|---|
| Abstract_19-B-BF2221.pdf | ||
| Amendment0002_19-B-BF2221.pdf | ||
| Amendment0001_19-B-BF2221.pdf | ||
| P10364042Dwgs1-31.pdf | ||
| P10364042Specs_Reduced.pdf | ||
| P10276005Dwgs.pdf | ||
| P10276005Specs.pdf | ||
| IFB_70Z0G119BBF222100.pdf | ||
| General_Decision_Number_FL190222_02012019.pdf | ||
| Standard_Form_24.pdf |
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D1 D2
D3
A-501J A1
TYP
EXISTING WALL
BELOW (TYP)
D3
D3
D3
AD101J
C2
AD101J
B2
AD101J
A2
AD101J
A1
D2
D1
D2
D1
D1
D2
D4
EXIST. PIPE AND
DUCT PENETRATION
TO REMAIN, TYP
1/16"=1'-0"
±44'-0"
±8 '-0
±2
9' -4
±23'-4" ±44'-0"
±3 4'
-2
±5 0'
-1
±2 3'
-3
±42'-8"
±7 0'
-2
±42'-8"±23'-4"
±2'-6"
±2 '-6
±2
'-6
±2'-6" ±2'-6"
±2 '-6
±2
'-6
SHEET KEYNOTES
D1. REMOVE EXIST. VINYL SOFFIT INCLUDING ASSOCIATED CHANNELS, VENT
SCREENS AND FASTENERS TO EXPOSE EXIST. WOOD SOFFIT.
D2. REMOVE EXIST. GUTTER, MTL. FASCIA COVER, DOWNSPOUTS AND SPLASH
BLOCKS.
D3. DISCONNECT & REMOVE LIGHT FIXTURES. PROTECT EXISTING LIGHTING
CIRCUIT FOR REUSE.
D4. REMOVE AND SALVAGE EXIST. LOUVERED GRILL FOR REUSE. PROTECT
DUCT OPENING DURING CONSTRUCTION.
D3
D1
D2
SOFFIT DEMOLITION PLANA3STUCCO CRACKS & HOLESA1 ENTRANCE VIEWA2
DAMAGED SOFFITB2
LIGHT FIXTUREC2
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE 32'1/16"=1'-0" 16'8'0
LEGEND
DEMO EXIST. VINYL SOFFIT
DS
TYP
A-501J A3
TYP
DSDS
DS
DS
DS DS
DS3
TYP
EXISTING WALL
BELOW (TYP)
A-101J B2
A-101J C2
A-101J B1
A-101J C1
TYP
TYP
TYP
TYP
DS DS
± 3" DIA PIPE EXIST.
PENETRATION, TYP
± 3" DIA EXIST. PIPE
PENETRATION, TYP
± 12" X 12" EXIST. DUCT
PENETRATION, TYP
± 12" X 12" EXIST.
DUCT PENETRATION,
TYP
TYP
DS
8'
-0
±1 8'
-0
EXIST. STANDING SEAM METAL
ROOF, TYPEXIST. LOUVER, TYP
EXIST. CANOPY
EXIST. DOOR, TYP
EXIST. FENCE 3
TYP
TYP
TYP
TYP
TYP
TYP
TYP
8'
-0
'-0
5 5
EXIST. STANDING SEAM METAL
ROOF, TYPEXIST. LOUVER, TYP
EXIST. DOOR, TYP
EXIST. FENCE
EXIST. DOOR, TYP
TYP
TYP
TYP
TYP
8'
-0
'-0
EXIST. STANDING SEAM METAL
ROOF, TYP
TYP
EXIST. LOUVER, TYP
EXIST. CANOPY
EXIST. DOOR, TYP
EXIST. FENCE
TYP TYP
TYP
TYP
TYP
8'
-0
'-0
EXIST. STANDING SEAM METAL
ROOF, TYP
TYP
EXIST. LOUVER, TYP
EXIST. WINDOW, TYP
EXIST. DOOR, TYP 2
3'
-0
"8 8TYP TYP
TYP
TYP
TYP
TYP
44'-0"
8' -0
'-4
23'-11" 43'-2"
'-2
'-1
'-3
42'-8"
'-2
42'-8"23'-4"
2'-6"
2' -6
2'
-6
2'-6" 2'-6"
2' -6
2'
-6
SHEET KEY NOTES
1. PROVIDE VENTED METAL SOFFIT PANEL SYSTEM OVER THE EXIST.
WOODEN SOFFIT SUBSTRATE IN ACCORDANCE TO THE FOLLOWING NOTES:
A. BASIS OF DESIGN PRODUCT: PROVIDE 0.032 IN THK ALUMINUM
V-GROOVE-PROFILE METAL SOFFIT PANEL, MODEL E-375 BY ENGLERT
OR APPROVED EQUAL.
A.1 METAL SOFFIT FINISH SHALL BE 3-COAT KYNAR. COLOR TO MATCH
EXISTING.
A.2 WARRANTY ON FINISHES: 20 YEARS
B. SUBMIT DELEGATED DESIGN FOR STRUCTURAL PERFORMANCE OF
METAL PANEL SYSTEM, INCLUDING ANALYSIS DATA SIGNED AND
SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER
RESPONSIBLE FOR THEIR PREPARATION. PROVIDE METAL PANEL
SYSTEMS CAPABLE OF WITHSTANDING THE EFFECTS OF THE
FOLLOWING LOADS, BASED ON TESTING ACCORDING TO ASTM E
1592:
B.1 WIND LOADS
ULTIMATE DESIGN WIND SPEED, VULT: 150 MPH
NOMINAL DESIGN WIND SPEED, VASD: 116 MPH
RISK CATEGORY: II
WIND EXPOSURE CATEGORY: D
INTERNAL PRESSURE COEFFICIENT: ±0.18
B.2 OTHER LOADS: SELF-WEIGHT OF THE METAL PANEL SYSTEM AND
FRAMING IT SUPPORTS
B.3 DEFLECTION LIMITS: FOR WIND LOADS, NO GREATER THAN 1/240.
C. SUBMIT PRODUCT DATA AND SHOP DRAWINGS FOR MTL SOFFIT SYSTEM.
2. PROVIDE SHEET MTL. GUTTER (STYLE-A, SIZE 6"X6") AND SHEET MTL.
FASCIA COVER; COLOR TO MATCH W/ EXISTING METAL. LIFT EXIST. EAVE
FLASHING TO ALLOW NEW GUTTER & FASCIA COVER INSTALLATIONS,
RESTORE EAVE FLASHING, SECURE AND SEAL WATERTIGHT.
3. PROVIDE DOWNSPOUT (± 4" W X 4" D) W/ PRECAST CONC SPLASH BLOCK
(SIZE 12" X 24") AT THE SPACING NOT TO EXCEED 40 FEET; DOWNSPOUT
COLOR TO MATCH W/ EXISTING. FIELD VERIFY DOWNSPOUT LOCATION TO
CLEAR ANY WALL OPENINGS.
4. PROVIDE 6" ROUND LED RECESSED DOWNLIGHT 3500 K COLOR
TEMPERATURE, 2000 LUMEN WET LOCATION LISTED AT ORIGINAL
LOCATIONS, FIELD VERIFY. MATCH EXIST. FIXTURE FINISH. UTILIZE
EXISTING LIGHTING CIRCUIT.
5. REMOVE EXIST. DETERIORATED SEALANT AT THE PERIMETER OF THE
WINDOW FRAME (TYP. SIZE ± 3'-6" H X 3'-0" W) ON THE EXTERIOR SIDE.
CLEAN AREA, PRIME SURFACE AND PROVIDE COMPATIBLE SEALANT ALL
AROUND PERIMETER OF THE EXTERIOR WINDOW FRAME.
6. PATCH HOLES (SIZE RANGING FROM 1/4-INCH TO 1-INCH DIA) IN THE
STUCCO WALL WITH BACKER ROD & SEALANT. INVESTIGATE ENTIRE
EXTERIOR WALLS FOR ALL HOLES AND PATCH W/ BACKER ROD & SEALANT.
ESTIMATED QUANTITY: TOTAL HOLE SURFACE AREA = ± 3 SF.
7. SEAL GAP (± 1/4 INCH WIDE) AROUND THE PIPE PENETRATIONS WITH
BACKER ROD AND SEALANT. INVESTIGATE ENTIRE EXTERIOR WALLS FOR
ANY OTHER PENETRATIONS WITH GAP AND PATCH WITH BACKER ROD AND
SEALANT.
ESTIMATED QUANTITY: GAP LENGTH = ± 10 LF
8. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN
STUCCO AS PER THE FOLLOWING METHOD:
A. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.
B. APPLY COMPATIBLE BRUSH GRADE PATCH COMPOUND DIRECTLY OVER
THE CRACK AND FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE.
BASIS OF DESIGN PRODUCT: 5100 PLASTIFLEX® ELASTOMERIC
ADHESIVE CAULK BY SCOTT PAINT.
INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACKS AND
REPAIR UNDER UNIT PRICE NO. 6.
ESTIMATED QUANTITY: CRACK LENGTH = ± 500 LF.
9. UNIT PRICE NO. 7: REPAIR CRACKS 1/8-INCH TO 1/4-INCH WIDE IN STUCCO
AS PER THE FOLLOWING METHOD:
A. GRIND OUT CRACK TO A MIN 1/4-INCH WIDE BY 1/4 IN DEEP GROOVE.
B. REMOVE ALL LOOSE MATERIAL AND CLEAN THE CRACK.
C. FILL GROOVE WITH COMPATIBLE KNIFE GRADE PATCH COMPOUND.
D. BRIDGE CRACK WITH COMPATIBLE BRUSH GRADE PATCH COMPOUND.
APPLY AT APPROXIMATELY 1/4-INCH THICKNESS OVER THE CRACK AND
FEATHER OUT A MINIMUM OF 4-INCH ON EACH SIDE.
BASIS OF DESIGN PRODUCT: 5200 PLASTIFLEX® ELASTOMERIC
PATCHING COMPOUND BY SCOTT PAINT.
INVESTIGATE ENTIRE EXTERIOR WALLS FOR ALL SUCH CRACK LOCATIONS
AND REPAIR UNDER UNIT PRICE NO. 7.
ESTIMATED QUANTITY: CRACK LENGTH = ± 100 LF
10. REPAIR STUCCO SPALL AS PER THE FOLLOWING METHOD:
A. REMOVE LOOSE STUCCO DOWN TO THE CMU SUBSTRATE.
B. CLEAN AREA AND PATCH WITH COMPATIBLE BONDING AGENT AND
CEMENT PLASTER.
BASIS OF DESIGN PRODUCT: COMMERCIAL CEMENT PLASTER (CCP) 1 BY
DRYVIT.
ESTIMATED QUANTITY: STUCCO SPALL AREA = ± 10 SF
11. REMOVE EXIST. DETERIORATED SEALANT AND ANY LOOSE MATERIALS
FROM THE VERTICAL JOINTS (± 1/4" WIDE) AT ALL EXTERIOR WALL TO WALL
CORNERS. CLEAN THE JOINT, PRIME JOINT EDGES AND PROVIDE BACKER
ROD AND SEALANT.
ESTIMATED QUANTITY: JOINT LENGTH = ± 150 LF
12. UPON COMPLETION OF MISC. WALL REPAIR AS AS PER NOTES #5 TO #11
ABOVE, CLEAN ENTIRE WALL SURFACE TO REMOVE ALL CHALK DIRT, DUST,
LOOSE COATINGS AND OTHER FOREIGN MATERIALS. PREPARE SURFACE
AND PROVIDE COMPATIBLE PRIMER AND WATERPROOF ELASTOMERIC
COATING OVER THE ENTIRE EXTERIOR WALL.
BASIS OF DESIGN PRODUCT: WEATHERPRIME & WEATHERLASTIC SMOOTH
COATING BY DRYVIT.
13. REINSTALL EXIST. SALVAGED LOUVERED GRILLE (SIZE ± 24" X 24") AT THE
ORIGINAL DUCT OPENING LOCATION. REWORK DUCT FLANGE AS
REQUIRED.
14. EXIST. PIPE AND DUCT PENETRATION TO REMAIN. PROTECT SOFFIT
PENETRATIONS DURING THE CONSTRUCTION. PROVIDE METAL TRIM ALL
AROUND PERIMETER OF THE PENETRATIONS AS PER THE SOFFIT
MANUFACTURER'S RECOMENDATION.
32'1/16"=1'-0" 16'8'0SOFFIT PLANA1
WEST ELEVATIONB1 EAST ELEVATIONB2
SOUTH ELEVATIONC1 NORTH ELEVATIONC2
LEGEND
WATERPROOF ELASTOMERIC
COATING OVER EXIST. STUCCO
METAL SOFFIT
1/16"=1'-0"
1/16"=1'-0" 1/16"=1'-0"
1/16"=1'-0"1/16"=1'-0"
GENERAL SHEET NOTES
1. CONTRACTOR SHALL INSPECT THE BUILDING FACADES TO CONFIRM THE
TYPES AND LOCATIONS OF THE REPAIR WORK INDICATED IN THE PLAN AND
ELEVATIONS. ANY DISCREPANCIES AND DIFFERING WORK DISCOVERED
SHALL BE BROUGHT TO ATTENTION OF THE C.O.R. PRIOR TO THE
COMMENCEMENT OF THE WORK.
2. PROVIDE BASIS OF DESIGN PRODUCT OR APPROVED EQUAL W/
MANUFATURER'S STANDARD WARRANTY UNO.
3. FOLLOWING WORK SHALL BE ACCOMPLISHED UNDER UNIT PRICING:
3.1. UNIT PRICE NO. 2: REPLACE DAMAGED DIMENSIONAL LUMBER:
REMOVE DAMAGED DIMENSIONAL LUMBER WHICH IS INDICATED TO
REMAIN, AND FOUND TO BE DETERIORATED UPON UNCOVERING DURING
DEMOLITION. REPLACE WITH NEW DIMENSIONAL LUMBER TO MATCH
EXIST. THICKNESS/SIZE.
ESTIMATED QUANTITY: INCLUDE 60 BOARD FOOT OF DIMENSIONAL
LUMBER REPLACEMENT IN THE BASE BID.
3.2. UNIT PRICE NO. 6: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO:
SEE KEY NOTE # 6 ON SHEET FOR REPAIR METHOD AND ESTIMATED
QUANTITY.
3.3. UNIT PRICE NO. 7: REPAIR CRACKS 1/32-INCH TO 1/8-INCH WIDE IN STUCCO:
SEE KEY NOTE # 7 ON SHEET FOR REPAIR METHOD AND ESTIMATED
QUANTITY.
DS DOWNSPOUT
REMOVE EXIST. VINYL SOFFIT
INCLUDING CHANNELS, AND
FASTENERS TO EXPOSE WOOD
SOFFIT
EXIST STANDING SEAM METAL ROOF TO REMAIN, TYP
REMOVE EXIST SHEET
METAL FASCIA COVER
EXIST. WOOD SOFFIT TO
REMAIN
REMOVE EXIST. MTL CHANNEL AND
ABANDONED SCREEN (TYP)
EXIST MASONRY WALL W/ STUCCO
FINISH (TYP)
REMOVE EXIST. GUTTER
LIFT EAVE FLASHING TO ALLOW
GUTTER & FASCIA INSTALLATION
EXIST. FASCIA WOOD BOARD
TO REMAIN
REMOVE EXIST. DOWNSPOUT
AND SPLASH BLOCK, TYP
EXIST. EXTERIOR GRADE, TYP
EXIST. WALL BEHIND, TYP
VENTED METAL SOFFIT
INCLUDING SUPPORT
CHANNELS, FURRINGS &
FASTENERS
EXIST. STANDING SEAM METAL ROOF, TYP
EXIST. VENTED WOOD SOFFIT,
FIELD VERIFY, RE-FASTEN /
SECURE TO EXIST. ROOF
JOISTS IF LOOSE, TYP
PROVIDE SEALANT (TYP)
EXIST MASONRY WALL W/ STUCCO
FINISH (TYP)
PROVIDE GUTTERS
SMACNA STYLE A
(SIZE 6"X6")
SHEET METAL FASCIA
COVER
PATCH & FINISH EXIST. STUCCO IF
DAMAGED DUE TO SOFFIT
REPLACEMENT WORK; MATCH W/
EXTERIOR STUCCO FINISH
PROVIDE CONT. SOFFIT
J-CHANNELS W/ MTL FURRINGS
AT THE SOFFIT PERIMETER (TYP)
PROVIDE
INTERMEDIATE
FURRING TO SUPPORT
THE SOFFIT PANELS AT
THE CENTER (TYP)
PROVIDE CONT. SOFFIT
J-CHANNELS W/ MTL FURRINGS
AT THE SOFFIT PERIMETER (TYP)
EXIST. FASCIA WOOD BOARD
TYP
4" THK PLYWOOD ATTACHED TO
EXIST. SOFFIT FRAMING / JOISTS
+/- 6"
" V
IF
SHEET MTL DOWNSPOUT
SIZE(4" X4") SECURED TO THE
WALL, TYP
EXIST. WALL BEHIND, TYP
PRECAST CONC SPLASH
BLOCK (SIZE 12" X 24"),
PROVIDE UNDER EACH
DOWNSPOUT, TYP
1 1/2"=1'-0" 0 1' 1' 6"
SOFFIT DETAIL - NEW WORKA3
SOFFIT DETAIL - DEMOLITIONA1
1 1/2"=1'-0"1 1/2"=1'-0"
31'-4"
'-8
130'-8"
'-4
99'-4"
B3 A101L
LOW METAL ROOF
SECTION
(NIC)
LOW
METAL
ROOF
SECTION
(NIC)
HIGH METAL ROOF
A101L A1
A101L A2
A101L B2
A101L B1
A101L C1
A101L A1
TYP
TYP
TYP
TYP
TYP
A101L C3
A101L C2
1/8"=1'-0" 16'8'4'0
ROOF KEY PLANA3
SHEET KEYNOTES
GENERAL SHEET NOTES
1. SEAL JOINTS WEATHERTIGHT AS PER THE FOLLOWING METHOD:
2. REMOVE DETERIORATED SEALANT; CLEAN AND PRIME SURFACES. PROVIDE
COMPATIBLE SEALANT.
ESTIMATED QUANTITY: JOINT LENGTH TO BE REPAIRED = ± 20 LF
JOINT AT RIDGE CAPA2
JOINTS AT LOW ROOF TO
HIGH ROOF TRANSITIONA1
JOINT AT LOW ROOF RIDGE
TO HIGH ROOF TRANSITIONB1
JOINT AT STUCCO WALLC1
LIGHTNING PROTECTION AIR
TERMINALB2
JOINT AT FLAT SEAM MTL TO
STANDING SEAM MTL TRANSITIONC2
HIGH ROOF PLANB3
TYP
TYP
TYP
TYP
TYP
TYP
FLAT SEAM MTL PANEL
STANDING SEAM MTL. PANEL
A. CLEAN SUBSTRATE OF CONTAMINANTS SUCH AS DIRT, DEBRIS, OIL,
GREASE, RUST AND ANY EXIST. SEALANT THAT CAN AFFECT ADHESION
OF PROPOSED REPAIR MATERIALS.
B. SPOT PRIME CLEANED RUSTED OR BARE AREAS WITH COMPATIBLE
METAL PRIMER AT MANUFACTURER'S RECOMMENDED APPLICATION
RATE AND ALLOW TO DRY.
C. REPLACE LOOSE & CORRODED FASTENERS WITH STAINLESS STEEL
FASTENERS.
D. COAT JOINTS INCLUDING ALL FASTENERS WITH DETAIL COURSE OF 1ST
COAT SEAM SEALER ACCORDING TO MANUFACTURER'S WRITTEN
INSTRUCTIONS AT A MINIMUM 6 INCHES WIDE OVER THE JOINT APPLIED
AT 3.0 GAL/100 SQ. FT. MINIMUM. EMBED SEAM REINFORCEMENT FABRIC
IN SEAM SEALER.
E. APPLY 2ND COAT SEAM SEALER 24-32 MILS WET OVER REINFORCED
FABRIC AND 1ST SEAM SEALER APPLICATION.
F. APPLY MINIMUM OF TWO COATS OF ACRYLIC ROOF COATING OVER THE
REPAIRED JOINT WITH THICKNESS OF COATS AS RECOMMENDED IN
WRITING BY MANUFACTURER FOR APPLICATION. COLOR SHALL MATCH
EXISTING. DO NOT APPLY COATING OVER THE ENTIRE HIGH ROOF
SECTION.
ESTIMATED QUANTITY: JOINT LENGTH TO BE REPAIRED = ± 100 LF
HIGH STANDING SEAM METAL ROOF;
RIDGE HT. ±20 FEET
LOW STANDING SEAM METAL ROOF
SECTION (NIC)
HIGH METAL ROOF VIEWC3
1. ALL WORK ON THIS SHEET IS FOR BID OPTION 3.
2. PROPOSED ROOF REPAIR IS ONLY LIMITED TO THE REPAIR OF JOINTS AT THE
CRITICAL AREAS OF HIGH ROOF SECTION AS INDICATED IN THE PLAN. PROTECT
EXISTING ROOFING SYSTEM AT HIGH ROOF AND LOW ROOF THAT IS NOT TO BE
REPAIRED INCLUDING ADJACENT PORTIONS OF BUILDING AND BUILDING
EQUIPMENT.
3. BUILDING IS A SINGLE STORY STRUCTURE WITH TOP ROOF RIDGE HEIGHT AT ±
20 FEET.
4. PROPOSED ROOF REPAIR SHALL BE PERFORMED WITH THE FOLLOWING BASIS
OF DESIGN PRODUCTS OR APPROVED EQUAL:
BASIS-OF-DESIGN MANUFACTURER/PRODUCT: THE PROPOSED ROOF REPAIR
SYSTEM IS BASED UPON PRODUCTS OF TREMCO, INC., THE FOLLOWING ARE
INDIVIDUAL COMPONENTS OF THE SYSTEM:
A. PRIMER: SOLARGARD RUST PRIMER WB BY TREMCO
B. SEAM REINFORCING FABRIC: POLYESTER REINFORCEMENT FABRIC
"PERMAFAB" BY TREMCO
C. ELASTOMERIC SEAM SEALER: "SOLARGARD" SEAM SEALER BY TREMCO
D. JOINT SEALANT: SILICON BASED, "TREMSEAL" BY TREMCO
E. ACRYLIC ROOF COATING: "SOLARGARD 6083" BASE AND TOP COAT BY
TREMCO (FOR USE OVER THE REPAIRED JOINTS ONLY)
F. FASTENERS: STAINLESS STEEL GASKETTED, SIZE & TYPE AS REQUIRED
BY THE MANUFACTURER
AREAS OF METAL ROOF
NOT TO BE REPAIRED (TYP)
1/8"=1'-0"
1/8"=1'-0"
NOT TO SCALENOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALENOT TO SCALE
NOT TO SCALE
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