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.. PERMIT #
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PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.
BUSINESS NAME: /,jl• op /9
QUALIFIERS NAME: ✓3r,'n� ,
ADDRESS: 12
CITY: o��- 4 e,-c e STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: _.,'%^c X , Xe c
ADDRESS: 8PJ6 e
CITY:
PHONE (DAYTIME):
File Cps
SLCCC:9123/ y
Revised 06130117
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3
11LVIEL gm uue -_
MANUFIl CAST-CRETE
UNTEL LENGTH SAFE APPLIED SAFE APPUEO COMPOSITE
NO. GRAVITY GRAVITY UPLIFT UPUFT BEAM
LOAD LOAD LOAD LOAD
I
2'10"
6113#
44600
1
8Fi6/1T-1B
L2
V-6"
61134
3547#
1 RF161IT-1B
13
W-W
6113#
307941
1 SF36/1T•1B
14
W-6"
6113#
2724#
66 A
8F16/IT-SB
IS
514"
S36S#
2290111
SF1611T-10
L6
5130"
43604
1 20939
8FI6/1T-1B
L7
61-V
34801
3 G'44-
188(w
S1!oe 4K
8F16/ST-18
18
7'4"
2661#
r{ 4-
1634#
(POO Jr
SF16/1T-SB
L9
914"
1843#
mall!
8F36/3T•1B
1.10
101-6"
1533#
914#
8FI6/1T•IB
III
IV-4"
1366#
798#
8Fi6/1T-SB
L12
12'-0"
1254#
723#
SF16/1T-16
L13
13'-4"
1075#
606#
BF16/1T-18
L14
Iw-w
1002#
SS9#
8P16/1T-38
L 1S
14'-8"
13700
519#
8F16/1T-18
L16
15,4"
1250#
485#
8Fi6/1T-SB
1 17
17'-4"
9S0#
4040
RFIGJIT-18
L18
347#
8Fi6/1T48
L19
21'4"
300
8F16/IT-18
L20
221-V
C450#
295#
RFI6/ST-18
L21
24'-W
267#
SFi6/17.18
MANUFACTURER:
CAST-CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-2
4'4"
52068
2635#
0 g 9
SF14/1T-1B
RI-2
4'-6"
5206#
2525#
8F14/1T-18
RL-3
5'48"
4567#
196011,
8F14/ST4S
RL4
5'-10"
4242#
1900#
8F14/1T-IS
Ill
61-8"
3120#
16S1#
SF34/1T-11
RL.6
7'.e
2459#
zop4F-
3462#
SF39/1T-3B
RL-7
W-8"
1568#
1135#
8F14/iT-SB
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
r
TO INDICATE O IEW AND AP AL FOR USE PRODUCTS LI D FOR THIS CTURE. TH ACCEPTANCE OFTHESE PRODUCTS AND METHO q
ATTA ENT A RELY U TA PROVt E MA ER, W S !FIFER CA LIE OR G BY
IS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
Certification for Dince
1. DESIGN CODE: Florida ePLPt).1rW, code 2014 Edition w/20-,_ Supplements using ASCE 7-10
2. Structure Design Enclosed_Partially Enclosed_,_,Open Building
3. Risk Category: _I '1"4h-_III _ IV Exposure Category: _B �C _ D Adjustment coefficient 1 ,1-1
4. Design Wind Velocity mph _____ ASD - LRFD End Zone Width ft,
5. Mean Roof Height: eft. Roof Pitch: r7_ 12 Parapet_ ft. ,
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ' MRH(worst case))
Zone 1: - t Ron 2:-0-4Zone 3: - �146Zone 4Zone 5: - Garage: /, 4i
7. Design loads: Floor: P$F Roof/Deadl PSF Roof /Live2 PSF 9alcony; �PSF
Dock: PSF Deck: PSF Stairs: PSF Fence: PSF Railing; PSF
8. Were Shear Walls Considered for Structure? ZYes,_ Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? /�CYesi Not applicable Explain Why Not:
10, Design Soil Bearing Pressure:2000 PSF
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1-1/2-
COLUMNS 1-1/2-
5. FILL (SOIL) SHALL BE PLACED IN UFTS NOT TO EXCEED 12" AND
COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED &
SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION.
7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY
MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION
PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING.
SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
*NOTE: ALL SIMPSON STRONG TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A
MINIMUM Z -MAX COATING OR BETTER.
NOTES: - - -
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL, CODE.
WALL AND GELLING FINISHES SHALL HAVE A PLANE SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WAIT
PER SQUARE CENTUvIETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
-... TABLE R301.2(1) .
CLIMATIC AND GECriRAPHIC nESViN ([RITRRIA
WINO DESIGN SNDESIGN Frost TOD - SEISMIC WINTER to BARRIER MEAN
aT4sA e DESIGN UNLAYMENT
CA@QOP'" Weaheng' Ce�th°Termlte° TEMPI
TEMPI mp-
NA See mg,R30i.2(4) NA Negligible NA Very NA NA NA
Heavy
PRAnI IrT RFVIFW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
IMPACT
ATTACHMENTMETNOD
PRESSURES
DESIGN
TYPE
(WORSTCASE)
PRESSURES
INDOW
ZONE 4475
-11A
PGf INDUSTRIES, INC.
SERIES 5500 PVC
TWA#
IMPACT
W ULTRACON @ 12" MAX.17-3/8" MAX. D.C., IV MAX
ZONE 5 -57.5
S.H.
16-0714.03
O.C. 13-3/e MAX. O.C. & 6-1/2" MAX. FROM THE BOTTOM
WITH 1-31V MIN. EMBEDMENT & 2-21r MIN. EDGE
DISTAW (1/4" ULTRACM IN EA. HOLE)
D
44.
-67
ERMA-TRU
MPOSRE
A .O.
ZONE 5 -57.5
CORP.
EDGE OPAQUE
20468.1
EMBEDMENT, 2" MIN. CLEARANCE TO MASONRY EDGE AND
FIBERGLASS
4" MIN. CLEARANCE TO ADIACENTAMCHOR
ROOF
ZONE 1 •36.2
-129.25
JA TAYLOR
5 V CRIMP
FL#
N/A
9 X 35 @ 12" O.C. WITH SEALING WASHERS
ZONE2 -53.9
ROOFING
17443.1
ZONE -101.4
GARAGE
-25.8
-44
DAB DOOR COMPANY,
824/8115TEEL
NOA#
IMPACT
5/16" X 1-5/9" LAG BOLTS @ 12" O.C. MAX. D.C., 6" FROM
DOOR
INC.
15-0304.01
ENDS AND I-1/2" MIN. EDGE DISTANCE
DOOR
ZONE 4-47.9
-50
THERMA TRU CORP.
SMOOTH
FL#
IMACT
W TAPCONS @ IV MAX. O.C., 2" MIN. CLEARANCE TO
ZONE 5 -57.5
7640.4
-MASONRY EDGE AND 4" MIN. CLEARANCE TO ADIACENT /,>1
AN CENT R "A ��i
SIDING
ZONE 5 -57.5-76
JAMES HARDIE
HARDIE PLANKS
NOA#
IMPACT
2" LONG, 0.223" HEAD DIAMETER SHANK NAILS @ 16" O.C. &
BUILDIING PRODUCTS,
13-0311.07
Z" FROM CORNERS INTO WOOD STUDS & 3/9- MINIMUM
INC.
F
N/A
T
1- RRW
•
-zzz
ZONES-57.5
GROUP
VINYL
24161.1
3f8" DIAMETERHEADSORSTAPLESWrrHrXK
LEGSAND
T L HE
ON IS PROVIDE
2/26" (16 GA) @ SO" O.C.
TRUSS ID
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORST CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A -AS
EACH
979#
(1) HETA 20
1810#
9.10d X 1-1/2
8
1^ & 3'^ BRG
630#
(1) HETA 20
1810#
9-10d X 1-1/2
2N0 BRG
737#
(1) NITS 16
10000
14-10d NAILS
61-63
EACH
979#
(1) HETA 20
Asia#
9.10d X 1.1/2
D-GI
i BRG
424#
(1) HETA 20
1810#
9.10d X 1-1/2
2ND BRG
605#
(1) MTS 16
1000#
14-10d NAILS
G2
EACH
829#
(1) META 20
1810#
9-I(W X 1.1/2
GRA
EACH
1982#
(2) HETA 20
250011
9-10d X 1.1/2
GRB
1" 3t° & 0
BRG
793#
(1) HETA 20
1810#
9-10d X 1-1/2
2ND BRG
575#
(1) MTS 16
1000#
14-10d NAILS
GIRD
1ST BRG
399#
(1) HETA 20
1810#
9.10d X 1.1/2
D BRG
2NEACH
S84#
(1 MTS 16
1D0O#
14.10d NAILS
GRG
1040#
(1) HETA 20 1
1810# 1
9.10d X 1-1/2
KING JACK
I' BRG
74M
(1) HETA 20 1
1810# 1
10.10D
2- BRG
591#
(1) MTS 16
1000#
14.10D
HIPIACKS
in BRG
157#
(i)HETA 20
1810#
10.10D
2ND BRG
NAILED PER TRUSS COMPANY
VALLEY TRUSSES
48" O.C.
672# (1) NITS 16
1000#
24.10D
Ewa � i. inncry MUM mHrvurHu unen � Dnvr urtr.wnwa. A -a nwr I RUJSES, JUB # 74339. TRU55 ENGINEERING
DATED 5 22 2 17 ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S
TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
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RECEIVED
APR 2 7 190!8
Yi G
q
ARCHITECT
Architectonic
Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONI
INC.COM
STATE REG # AA26003
348
COPYRIGHT 2017
PROJECT
MOB
G
RESID NCE
ST. LUCIE CO Y, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
REVISIONS
NO. DATE
i
pp
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REJ i Si
KEY PLAN
170G D38•
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