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SCALE: 3/16"=1'-O"
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REAR ELEVATION
SCALE: 3/16"=1'-O"
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WITH (2) BLOCK COURSES WITH
#5 CONTINUOUS AND FILLED WITH
3,000 PSI CONC.
RIGHT ELEVATION
SCALE: 3/16"=1'-0"
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
(SQ. FT.)
0 to 19.9
20 TO 49.9
50 TO 99.9
100 TO 499.9
500 AND ABOVE
DESIGN
PRESSURE
27.6 PSF / -37.0 PSF
26.4 PSF / -34.5 PSF
24.8 PSF / -31.2 PSF
23.5 PSF / -28.7 PSF
20.6 PSF / -22.9 PSF
DRAWING INDEX
CVR
INDEX / PRODUCT INFORMATION / ELEVATIONS
A-1.0
FOUNDATION PLAN / FLOOR PLAN
A-2.0
ELECTRICAL PLAN / ROOF PLAN
A-3.0
WALL SECTIONS / DETAILS / NOTES
PROJECT & CODE DATA
*PLANS DESIGNED TO COMPLY WITH THE 2020 FLORIDA BUILDING CODE
TYPE OF CONSTRUCTION: CBS
BUILDING DESIGN: ENCLOSED
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: 15.7'
OVERHANG: 1'-4" ROOF PITCH: 4 /12
COMPONENTS AND CLADDING WIND PRESSURES:
ROOF DEAD LOAD: (SHINGLE ROOF) 17 PSF
SHUTTERS: YES NO X
IMPACT RESISTANT ASSEMBLY: YES X NO
:S TYPICAL VERTICAL
,ELL WITH CONTINUOUS
FILLED WITH 3,000 PSI
INDICATES TYPICAL VERTICAL
BLOCK CELL WITH CONTINUOUS
#5 AND FILLED WITH 3,000 PSI
CONC.
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GrouogrOUPLC
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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STORAGE
UILDING FOR:
JASON HSU
PROJECT#
200 .000 /2021-
FORT PIERCE, FL
PAGE:
ARCHITECT:
STATE OF FLORIDA
i
►EL C. At
NO 17
PRINT
DATE: 3/2/21
SCALE: 3/16`1'-0"
SHEET
cvR
3'-0' X 6'-0'
4' CONC. STOOP AT DOOR
_o
N
FOUNDATION PLAN
SCALE: 3/16"=1'-O'
OR FIBER MESH
A DETAIL
1
6x6 - 1000 WWF
OR FIBER MESH
CONC.
SLOPE
SLAB
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4" CONC. STOOP AT DOOR
DOOR SCHEDULE
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REMARKS
1
14'-0" X 14'-0"
ROLL UP DOOR
4
EXT. DOOR
2
3068 SWING
39-1/2" X
83-1/2" M.O.
2
EXT. DOOR
A R C H I T E C TS
Design
Grou MI-C
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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STORAGE
UILDING FOR:
JASON HSU
PROJECT#
200 .000/2021-
FORT PIERCE, FL
PAGE:
ARCHITECT:
STATE OF FLORIDA
V l -c
MICHAEL C. A
AR NO 1,
PRINT
DATE: 3/2/21
SCALE: 3/16"=1'-0"
SHEET
A 1.0
FIRST FLOOR PLAN
SCALE: 3/16"=1'-0'
A R C H I T E C T S
ELECTRICAL
NOTES
1. ALL EXTERIOR
OUTLETS SHALL BE WATER PROOF GFI
CIRCUIT PROTECI
ON UNLESS NOTED OTHERWISE.
2. PROVIDE DISC
NNECTS AT ALL APPLIANCES AND OTHER
EQUIPMENT AS R
QUIRED BY N.E.C.
NOTE: ELECTRICAL
PLAN IS SCHEMATIC, ELECTRICIAN SHALL
VERIFY THAT ALL
ELECTRICAL INSTALLATIONS MEET
APPLICABLE N.E.
AND 2020 F.B.C.
ELECTRICAL LOAD CALCULATION
3800 S.F. AT 3 VA 1 11.3 kVA
SUBTOTAL
11.3 kVA
FIRST 10 kVA AT 10
% 10.00 kVA
REMAINDER AT 40X
1.3 kVA
TOTAL OF OTHER LO
D 11.3 kVA
TOTAL 11.3 kVA
11,300 VA DIVIDED B 240 V 47.0 A
TOTAL 47.0 A
USE 100 AMP SERVICE
SCHE ATIC ELECTRICAL RISER
(SIM
DESIGNATION
ANCHOR SCHEDULE
SON STRONG -TIE PRODUCTS MODEL NUMBER)
MODEL # ALLOWABLE LOADS NAIL PATTERN
SIMPSON
HETA20 < 1810 > 10-10d x 1 1/2"
USE SIMPSON HE
A20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.)
SIMPSON
(2)HETA20 < 2500 > 10-16d (2 PLY)
SIMPSON
(2)HETA20 < 2035 > 10-10d X 1-1/2" (1 PLY)
SIMPSON
MTS16 < 990 > 14-10d x 1 1/2"
USE SIMPSON MT
12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.)
SIMPSON
SPH4 < 1100 > 12-10d x 1 1/2"
FRAMING NOTES:
1. DESIGN LOADS:
WIND: 160 M.P.H. AT 3 SECOND BURST
ROOF: 37 PSF (20 L.L./17 D.L.)
2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C.
WITH 2 EA. 16d TOE NAILED EACH SIDE
(DIAPHRAM AREA)
3. AT BLOCK/STRUCTURAL FRAME WALL
CONNECTION, PROVIDE 1/2" ANCHOR BOLTS
® 24" O.C. VERT CAD (2)2x4 P.T. VERT.
SEE WOOD/MASONRY DETAIL
4. SEE FRAMING PLAN FOR PRECAST LINTELS
TYPICAL
5. PERMANANT OR TEMPORARY BRACING OF
TRUSSES PER HIB91. ANY ADDITIONAL TRUSS
BRACING REQUIRED WILL BE DETERMINED
BY TRUSS ENGINEER ON SIGNED AND SEALED
TRUSS DIAGRAMS.
6. USE ONLY SIMPSON METAL CONNECTORS,
ANY SUBSTITUTION OF SIMPSON METAL
CONNECTORS SHALL BE PRE —APPROVED
IN WRITING BY ARCHITECT
7. ALL HEIGHTS NOTED ON PLANS ARE
MEASURED FROM TOP OF FOYER
SLAB (REF. ELEV. 0'-0")
8. ALL TRUSS TO TRUSS CONNECTORS TO BE
SUPPLIED BY TRUSS MANUFACTURER.
9. SEE STRUCTURAL NOTES FOR ADDITIONAL
NFORMATION.
10. DVERHANG IS 1'-4" UNLESS NOTED OTHERWISE
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ELECTRICAL PLAN
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LEGEND
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SURFACE MTD. CEILING FIXTURE
ADJUSTABLE RECESSED LIGHT
I V
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FLUORESCENT FIXTURE
====
EXTERIOR FLOODLIGHTS
WALL MTD. SMOKE DETECTOR
CEILING MTD. SMOKE DETECTOR
TELEPHONE JACK
110 V. DUPLEX RECEPTACLE
1/2 SWITCHED 110 V. DUPLEX RECEPTACLE
110 V. GFI DUPLEX RECEPTACLE
220 V. RECEPTACLE
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DEDICATED 220 V. OUTLET
Ell
110 V. JUNCTION BOX
OS.D.
CLG. MTD. SMOKE DETECTOR
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8F16-1 B
ly5 REBApR AT TOP
MIN. (1) REQ'D
1-1/2" CLEAR
°'
F - FILLED WITH GROUT / U - UNFILLED:
REBAR AT =1
FQUANTITY LINTEL
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NOMINAL HEIGHT REBAR AT TOP
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TYPE DESIGNATION "
8
NOMINAL
NOMINAL WIDTH
V
PRECAST
HEADER
SCHEDULE
L—X
MEMBER
LINTEL
LENGTH
CAST CRETE
TYPE
ALLOWABLE
LOAD
ALLOWABLE
UPLIFT
L-1
208"
8F20-16/1T
1326 PLF
520 PLF
L-2
54"
8F16-16/1T
6113 PLF
2290 PLF
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2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
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STORAGE
UILDING FOR:
JASON HISU
PROJECT#
200_.000/2021-
FORT PIERCE, FL
ARCHITECT:
STATE OF FLORIDA
17
Lm
ICHAEL C. ANDE
AR NO 17305
PRINT
DATE: 3 /2 / 2 1
' SCALE: 3/16"=1'-0" 1
SHEET
A 2.0
A R C H I T E C T S
12 ASPHALT SHINGLE= ROOFING OVER
PER 15# FELT ON 5/6" CDX PLYWOOD SHEATHING
ELEV.[TRUSSES
AND PRE-ENGINEERED WOOD ROOF
AT 24" O.C. (SEE ROOF NAILING
PATTERN DETAIL)
•
8"x8" U-BLOCK TIE-B . FILLED
W/ CONC. & (1) #5 RE AR CONT.
PRE-ENG'RED PRECAST LINTEL
SEE SHEET A 4.0 FOR ETAILS - -
DOUBLE KNOCK OUT BLACK BOND BEAM
WITH #5 CONTINUOUS A D FILLED -�
WITH 3,000 PSI CONC.
•
6" MIN. CONC. SLAB
(3000 PSI) W/ FIBER MESH
OVER VAPOR BARRI R
OVER CLEAN COMP CTED
TERMITE TREATED F LL
HURR. STRAP @ EACH TRUSS
REFER TO CONNECTOR SCHED.
P.T. 2X4 BLOCK W/ CASE
HARDENED NAILS AT 24" O.C.
TOP OF BLOCK
Q REFER TO EXT. ELEV.
1 X6 HARDITRIM FASCIA
AND DRIP EDGE OVER
2X4 SUBFASCIA
1'-4"
DOOR HDR. HT
qf)PER PLANS
BOND BEAM HT.
PER PLANS
CEMENTITIOUS
COATING ON HIGH RIB
METAL LATH SOFFIT
WITH 7"X24"
SCREENED VENTS
SPACED 48" O.C.
CEMENTITIOUS COATING OVER
8x8x16 CONC. BLOCK
1-#`., VERT. BAR TIED INTO
#5 FAR DOWEL W/ STD HOOK
AND RUNNING INTO LINTEL
(LOCATIONS PER FDTN. PLAN)
TOP OF SLAB
FINAL GRADE
STUCCO STOP AS REO'D.
PER LOCAL BLDG. DEPT.
CONC. FTG. PER
FOUNDATION PLAN
TYP EXT. BLOCK WALL
STRUCTURAL NOTES:
1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR
3 SEC. BURST PER ASCE 7-10 / 2017 FBC.
2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO
THE 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION.
3. ALL FLOOR SLABS TO BE OF 3000 PSI CONCRETE PLANT MIX
4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN.
1" COVER ON 6 MIL POLY VAPOR BARRIER OVER
COMPACTED CLEAN FILL.
4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1 /2" TO 3/4"
COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE
SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL
BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94".
THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116
TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES.
CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE
ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING,
FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING
FIBER MESH CONCRETE.
5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90.
6. MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI
AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES
AS DEFINED IN ACI 53-99. f'm = 1500 psi
8. REBAR TO BE SIZE #5 GRADE 40, CONT.
TOP OF FILL CELLS AND
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 `.SIZE CONC. HOLE SIZE MIN. HOLE DEPTH
1 /2" 3/4„
5/8 /8„ 6.,
3/4 t
1 7„
7/8 ' 1 1 /8" 8„
AFTER HOLE IS DRILLED ALL (:ONCRETE DUST MUST BE REMOVED
PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36
STEEL) AND REBAR TO BE FI:EE OF DIRT OR GREASE. LOAD ON
ROD OR REBAR CANNOT OR HE 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 II 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.
4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE
OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE
NAILED AT 6" O.C. MAX.
5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32"
CDX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C.
W/ 10d NAILS UNLESS OTHERWISE NOTED.
6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES)
TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED.
7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN
ARE TO BE #2 OR BETTER, SPECIES GROUP II. HEADERS SHALL
HAVE A MIN. 1 /2" CDX PLYWOOD SPACER.
8. 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.
11. NAIL PATTERNS:
-DOUBLE PLATE AT 12" O.C. OUTSIDE THE
SPLICE ZONE (SEE NOTE #4).
-DOUBLE STUD NAIL PATTERN AT 12" O.C.
-DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT
EA. EDGE, 12" O.C. INTERNALLY.
-HEADER TO STUD- 4" O.C. EA. HEADER MEMBER
-STUD TO TOP OR BOTTOM PLATE- (2)16d END
NAILED OR (2)16d TOE NAILED EA. SIDE
-ALL INTERIOR HEADERS TO BE (2) 2x
WITH 1 /2" FLITCH GLUED AND NAILED
WITH 16d AT 8" O.C. STAGGERED.
12. ROOF SHEATHING TO BE MIN, 15/32" CDX
PLWOOD NAILED PER ROOF NAILING PATTERN
DIAGRAM.
13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN
AND/OR MANUALY.
14. TRUSS BRACING PER TRUSS MFG. DRAWINGS.
15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING,
METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS.
16. ANCHOR BOLTS 8" LONG x 1 /2" DIA. WITH A 2"
SQUARE X 1 /8" THICK HURRICANE WASHER EMBEDDED 5"
UNLESS NOTED OTHERWISE.
17. ALL EXTERIOR CEILING TO BE STUCCO FINISH ON HIGH RIB
METAL LATH.
WATERPROOFING NOTES:
1. PRIOR TO BUCK INSTALLATION, TREAT THE MASONRY OPENING WITH A
CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO
PREVENT IT FROM ABSORBING WATER. THE CMU WATER Ri=SISTANT
COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT
COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING 8"
MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL
BE INSTALLED PRIOR TO BUCK INSTALLATIONS.
2. INSTALL BUCKS SO THERE ARE NO EDGE GAPS EXCEEDING 1/8"
BETWEEN BUCK AND MASONRY.
3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD
OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE
PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END
OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASAGE OF LIQUID
THROUGH THE CUT ENDS, AND THE ENTIRE EXTERIOR FACE AND RETURN
SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER
RESISTIVE COATING / SEALANT.
4. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR
FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO
WINDOW / DOOR INSTALLATION.
5. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT
BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO
ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE
PERIMETER.
�t
ROOF
EDGE
4
1O ZONE 1-USE 8d RING SHANK NAILS @ 6" O.C.
O ZONE 2-USE 8d RING SHANK NAILS C) ZONE 3--USE 8d RING SHANK NAILS
@ 6" O.C. @ 4" O.C.
NAILING PATTERN FOR ROOF
ROOF SHAPE REPRESENTS TYPICAL 'ONES ONLY.
0"
Desit
/Group
2194 HWY. A1A, SUITE 301,
INDIAN HARBOUR BEACH,
FLORIDA 32937PH:
321-802-3591
www.abdesigngroup.com
AA #: 0003325
W
w
0
0
w
0
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q
q
STORAGE
UIL,DING FOR:
JASON HSU
PROJECT#
200. 000 /2021-
FORT PIERCE, FL
PAGE:
ARCHITECT:
STATE OF FLORIDA
MICHAEL C. ANDERSO
AR NO 17305
PRINT
DATE: 3/2/21
SCALE: 3/16"=1'- 0"
SHEET
A 3.0