HomeMy WebLinkAboutBuilding PlansA R C H I T E C T S
FRONT ELEVATION
SCALE: 3/16"=1'-O"
12
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REAR ELEVATION
SCALE: 3/16"=1'-O"
TOP OF DOUBLE BOND BEAM
WITH (2) BLOCK COURSES WITH
#5 CONTINUOUS AND FILLED WITH
3.000 PSI CONIC.
TOP OF DOUBLE BOND BEAM
WITH (2) BLOCK COURSES WITH
#5 CONTINUOUS AND FILLED WITH
3,000 PSI CONIC.
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RIGHT ELEVATION
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12
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LEFT ELEVATION
SCALE: 3/16"=1'-O"
City of Port Saint Lucie Building Department Product Approval Submittal Affidavit
Permit #: Building Address: Ft. Pierce, Florida Contractor: Jason Hsu
FL # or
Glass
Attachment Method Type, Size, Spacing & Embedment
Building Design
Product Design
Miami -Dade
Product
Model #
Manufacturer
Description
NOTE: FILL ALL MANUFACTUERER'S PRE -DRILLED HOLES
Pressure
Pressure
HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM
FL21135.11
EXTERIOR SWING DOOR
FIBER -CLASSIC
THERMA-TRU
MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14"
27.6 PSF / -30.0 PSF
+40.0 40.0 PSF
SMOOTH STAR
O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" &
6" FROM MULLION.
FL12765.3
ROLLING
SERIES 3100
JANUS
«»
STEEL GUIDE TO CONC.: 3/8" X 4" CONCRETE SCREW SPACED 12" O.C.,
23.5 PSF / -25.8 PSF
+27.5 / -31.6 PSF
OVERHEAD DOOR
INTERNATIONAL
BARREL ASSEMBLY MOUNTING BRACKET TO CONC.: (3) 3/8" CONC.
CORP.
SCREWS W/ 1-1/2" MIN. EMBEDMENT
MINIMUM 4" HEADLAP AND 6" ENDLAP MECHANICALLY FASTENED TO DECK WITH
NOA 18-0409.06
ROOF
GARDNER
GARDNER
«»
APPROVED NAILS IN CAPS 6" O.C. MINIMUM AT ALL LAPS AND THREE
UNDERLAYMENTS
UNDERLAYMENTS
ASPHALT CORP.
STAGGERED ROWS FASTENED AT 12" O.C. MINIMUM IN THE FIELD OF THE ROLL.
NAILS SHALL BE DRIVEN FLUSH AND 90 DEGREES TO THE ROOF DECK.
DURATION, DURATION
PREMIUM, TRU DEFINITION
ROOFING NAILS SPACED 5-5/8" FROM BOTTOM EDGE OF SHINGLE, 1" FROM
NOA 17-1211.02
ROOF SHINGLE
PREMIUM, TRU DEFINITION
OWENS CORNING ROOFING &
«»
EDGES AND 12" FROM EDGE NAIL, 6 FASTENERS MIN. PER SHINGLE PER
(
PER TABLE R301.2 2
( )
PREMIUM DESIGNER COLORS
ASPHALT, LLC
MANUFACTURERS RECOMMENDATIONS)
COMPONENTS AND CLADDING WIND PRESSURES PER
2020 FLORIDA BUILDING CODE
USING INTERIOR ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19"9
27.6 PSF / -30.0 PSF
20 TO 49.9
26.4 PSF / -28.7 PSF
50 TO 99.9
24.8 PSF / -27.1 PSF
100 TO 499.9
23.5 PSF / -25.8 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
USING END ZONE COEFFICIENTS
AREA OF OPENINGS
(SO. FT.)
DESIGN
PRESSURE
0 to 19.9
27.6 PSF / -37.0 PSF
20 TO 49.9
26.4 PSF / -34.5 PSF
50 TO 99.9
24.8 PSF / -31.2 PSF
100 TO 499.9
23.5 PSF / -28.7 PSF
500 AND ABOVE
20.6 PSF / -22.9 PSF
DRAWING INDEX
PROJECT & CODE DATA
INDICATES TYPICAL VERTICAL I
BLOCK CELL WITH CONTINUOUS
#5 AND FILLED WITH 3,000 PSI
CONC.
INDICATES TYPICAL VERTICAL I
BLOCK CELL WITH CONTINUOUS
#5 AND FILLED WITH 3,000 PSI
CONC.
CVR
INDEX / PRODUCT INFORMATION / ELEVATIONS
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE
A-1.0
FOUNDATION PLAN / FLOOR PLAN
TYPE OF CONSTRUCTION: CBS
A-2.0
ELECTRICAL PLAN / ROOF PLAN
BUILDING DESIGN: ENCLOSED
A-3.0
WALL SECTIONS / DETAILS / NOTES
WIND SPEED (3 SECOND GUST): 160 MPH
NOMINAL DESIGN WIND SPEED: 124 MPH
BUILDING CATEGORY: II
EXPOSURE:B
INTERNAL PRESSURE COEFFICIENT: +/- 0.18
IMPORTANCE FACTOR: 1
MEAN BUILDING HEIGHT: 157
OVERHANG: 1'-4" ROOF PITCH: 4 /12
RECEVED
COMPONENTS AND CLADDING WIND PRESSURES:
; R 'All
ROOF DEAD LOAD: (SHINGLE ROOF) 17 PSF
dne Daaa"Iment
t LU VR C010"
SHUTTERS: YES NO X
IMPACT RESISTANT ASSEMBLY: YES X NO
DesP''vLLn
G ro uLC
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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DATE: 3/2/21
SCALE: 3/16"= l'- 0"
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FOUNDATION PLAN
SCALE: 3/16•=1'-O'
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FIRST FLOOR PLAN
SCALE: 3/16"=1'-0"
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DOOR SCHEDULE
O
SIZE
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REMARKS
1
14'-O" X 14'-0"
ROLL UP DOOR
4
EXT. DOOR
2
3068 SWING
39-1/2" X
83-1/2" M.O.
2
EXT. DOOR
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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PROJECT#
FORT PIERCE, FL
PAGE:
ARCHITECT
STATE OF FLORIDA
ELC.A
PRINT
DATE: 3/2/21
SCALE: 3/16"=1'-0"
SHEET
A 1.0
A R C H I T E C T S
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321.802-3591
www.abdesigngroup.com
AA #: 0003325 A
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FORT PIERCE, FL
PAGE:
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DATE: 3/2/21
SCALE: 3/16" =1'-0"
SHEET
A 20
A R C H I T E C T S
12 ASPHALT SHINGLE ROOFING OVER
R 15# FELT ON 5/8" CDX PLYWOOD SHEATHING
PER
AND PRE-ENGINEERED WOOD ROOF
TRUSSES AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
HURR. STRAP ® EACH TRUSS STRUCTURAL NOTES: WATERPROOFING NOTES:
REFER TO CONNECTOR 'SCHED.- 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. PRIOR TO BUCK INSTALLATION, TREAT THE MASONRY OPENING WITH A
P.T. 2X4 BLOCK W/ CASE 3 SEC. BURST PER ASCE 7-10 / 2017 FBC. CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO
PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT
HARDENED NAILS AT 24" O.C. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION. RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT
TOP OF BLOCK 3. ALL FLOOR SLABS TO BE OF 3000 PSI CONCRETE PLANT MIX COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING 8"
4" THICK WITH FIBER MESH AND/OR 6 X 6-10//10 W.W.M. W/ MIN. MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL
REFER TO EXT. ELEV. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER BE INSTALLED PRIOR TO BUCK INSTALLATIONS.
• 1X6 HARDITRIM FASCIA COMPACTED CLEAN FILL.
AND DRIP EDGE OVER 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" 2. INSTALL BUCKS SO THERE ARE NO EDGE GAPS EXCEEDING 1/8"
8"x8" U-BLOCK TIE -BM. FILLED 2X4 SUBFASCIA COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE BETWEEN BUCK AND MASONRY.
W/ CONIC. & (1) #5 REBAR CONT. SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD
PRE-ENG'RED PRECAST LINTEL CEMENTITIOUS RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE
SEE SHEET A 4.0 FOR DETAILS COATING ON HIGH RIB THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END
METAL LATH SOFFIT TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASAGE OF LIQUID
1'-4" WITH CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE THROUGH THE CUT ENDS, AND THE ENTIRE EXTERIOR FACE AND RETURN
NEON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER
SCREENED D V VENTS FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING RESISTIVE COATING SEALANT.
- �D-OOR HDR. HT. SPACED 48" O.C. FIBER MESH CONCRETE. /
PER PLANS 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 4. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR
FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI WINDOW / DOOR INSTALLATION.
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi 5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT
BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO
8. REBAR TO BE SIZE #5 GRADE 40, CONT." ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE
TOP OF FILL CELLS AND PERIMETER.
CHANGES OF DIRECTION WITH MINIMUM LAP OF 30
9. OMIT
10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF
TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER
ENCLOSED DETAILS.
11. EPDXY ANCHOR ALTERNATE:
THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR
BOLTS -FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS.
THE FOLLOWING CRITERIA MUST BE MET:
ANCHOR 2SIZE CONC. HOLE SIZE MIN. HOLE DEPTH
5/8 7/8..
7"
3/4,. 1 8
7/8" 1 1/8"
DOUBLE KNOCK OUT BLOCK BOND BEAM AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R&OVED
WITH #5 CONTINUOUS AND FILLED BOND BEAM HT. PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
WITH 3,000 PSI CONC. PER PLANS STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
12. MISSING DOWEL PLACEMENT
NEW HOLE SHALL BE DRILLED 7/8" TO 1" WIDE AND 10" DEEP.
AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN.. A36
STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER
APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE
MIXED PER MFG. DIRECTIONS.
WOOD STRUCTURAL NOTES:
1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN
ON DETAILS. DAMAGED WOOD NOT TO BE USED.
2. GROUP 1I WOOD IS SOUTHERN YELLOW PINE #2.
Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP,
PINE GROUP III WOOD IS DOUGLAS FIR -LARCH, SOUTHERN YELLOW
PINE, HEM -FIR, OR SPRUCE -PINE -FIR.
3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW.
CEMENTITIOUS COATING OVER 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
8x8x16 CONC. BLOCK NAILED AT 6 O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
COX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED,
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
1-#5 VERT. BAR TIED INTO TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED.
#5 BAR DOWEL W/ STD HOOK "7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMIN PLAN
AND RUNNING INTO LINTEL ARE TO BE #2 OR BETTER, SPECIES GROUP II. HEADER SHALL
(LOCATIONS PER FDTN. PLAN) HAVE A MIN. 1/2 COX PLYWOOD SPACER.
B. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS.
9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL
AS PER DRAWINGS.
10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH
OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM.
I 11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12 O.C.
I -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA, EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER 5'
-STUD TO TOP OR BOTTOM PLATE (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x O ROOF EDGEif
O r
WITH 1/2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED. - - - - - - - - -
12. ROOF SHEATHING TO BE MIN. 15/32" COX ( y�A O (j I �3 ROOF
6 MIN. CONC. SLAB PLWOOD NAILED PER ROOF NAILING PATTERN EDGE
DIAGRAM. - - - - - -
OVER PSI) W/ FIBER MESH 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN O
OVER VAPOR BARRIER I 4'
OVER CLEAN COMPACTED AND/OR MANUALY. O I O I�
_ RIDGE
TERMITE TREATED FILL
--�0--0" 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
Y OP OF SLAB 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, I 2 2 O �
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. - - - -
I FINAL GRADE 16. ANCHOR „ I �1 1 LCC 1 1 I g
0 BOLTS 8" LONG x 1/2 DIA. WITH A 2" F O
O O
STUCCO STOP AS REQ'D. SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5"
PER LOCAL BLDG. DEPT. UNLESS 17.ALL EXTERIOR CEILING TO BE STUCCO FINISH ON HIGH RIB O aPy O O O
it
• CONC. FTG. PER METAL LATH.
FOUNDATION PLAN ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C.
ZONE 2-USE 8d RING SHANK NAILS ZONE 3-USE 8d RING SHANK NAILS
TYP EXT. BLOCK WALL O ® 6" D.C. 0 ® 4" D.C.
NAILING PATTERN FO
R
ROOF
ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY.
2194 HWVY, AIA, SUITE 301,
INDIANI HARBOUR BEACH,
FLORIDA 32937PH:
321-.802-3591
www.abdiesigngroup.com
AA #: 0003325
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STORAGE
UILDING FOR:
JASON HSU
PROJECT.#
200 000 2021-
FORT PIERCE, FL
PAGE:
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ARCHITECT
STATE OF FLORIDA
d1
AICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 3 2 21
SCALE: 3/16"=1'- O"
SHEET
A 3.0