HomeMy WebLinkAboutREVISIONOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT# l7Oy'W� 1
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE n ''/ C
ADDREss: '� �%� Y 0Cl�Svn1G IZ� Y i 4 ��� Fl-
T�trm,T At 170y-6)S'77
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
(-N, e mufier r�rcPranr,. cuMd?�wS �ro �. -� 4-o 2-4 W1v'dfcL-,6
3.
4.
5.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: I
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: Rio
CITY: Fi rr
PHONE (DAYTIME): -772-.
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
Yrl:,
ARCHITECT/ENGINEER IN A'
NAME: rc d
ADDRESS: to I
CITY: Fl- Qlly c
PHONE (DAYTIME): -7 72- t)
Reviled 07/22/2014
ST. LUCIE COUNTY CERT.#: 2-29-71
FAX:
STATE:
FAX:
STATE:
ZIP:
FAX: t4f)
R E V I S I O N File Coy
.,
CONNECTOR SCHEDULE
TRUSS to
BEARING
POINT(S)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORSTCASE)
SIMPSON
CONNECTORS)
CONNECTORS)
UPLIFT DESIGN
FASTENERS
ATA
EACH
6306
(1) HIETA 20
1111011,
9.10d•1-Ire
ATB-ATC
e BRG
18698
(2) META 20
270WL
9-10dt0-1/2"
2 BRG
1103R
(1) "ETA 20
igloo
9-10d1d-1/2"
B-C
e BRG
5338
(1) HETAZO
1810111,
S-10d11-1/2"
2 BRG
3"
(1)MTS 26
100011,
14.10dNA1LS
D
EACH
86M
(1)MTS 16
10008
14-10dNA1LS
EACH
10928
(1)NITS If,
low
14-10dNARS
FLA-FLC
EA -GEE
48"O.G
3140
(1)HETA 20
18108
9-lOdVi-1/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBER5TRU55,JU59 b1 OAItU1142122--
ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID
AND STRAPPING PLACEMENT.
C
1111IM .,YRF,NII•
USELG&IJ&
WE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
,REAM
L 1
Yid'
BF /iT-18
L 2
9'-6"
8F /IT-18
L8
r-w
BF AT-SB
L4
4'-6"
sfw
42412
8F2+F/1T-1B
LS
51-4"
9F /IT-IB
L6
5110'
8F /1T-18
L 7
614"
8F /1T-10
L8
Y4"
5 C6TV
2571
RF2 /IT--18
L 9 -
9V"
BF /1T-1B
L 10
1d4"
8F IT-SB
L11
1114"
8F /1T-1B
L 12
121-0"
8F /1T-16
L 1R
131-4"
8F /ST-18
L14
14'-0"
SF /IT-18
L 15
14'-8"
BF /IT.18
L 16
15'-4"
8F /I1-18
1.17
171-C
8F /ST-19
L18
ld-4"
1'71r.
7
8F581T-1B
L19
21'4"
BF /iT-16
L 20
22'-V
8F /1T-18
L21
24'4-
1 8F /IT-18
If
NOTESt ALLLOADS ARE IN POUNDS PER LINEAL FOOT.
A"LIEO WAIF WOW WORST CASE FOR LINTEL SITE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-1
4'-4"
BF AT-SB
RL-2
4'-8"
BF /IT-18
RL3
5.4"
8F /1T-16
AL-4
S'-30"
8F /1T-18
RL-5
V-80
8F 1T-3B
RL-6
I V-sw
5743
2442
BF 4-/iT•ss
-14' +o , • • l
• of • •
1. n. _#. SHELF
r ltA9Sy-.T(4RV
-I
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- - -
10
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PKI D,tR I-
20 � o it 4JI
a
u 1 RA tl .41 41-D JI all 1 II
1.
d •n I _ Ll C t 1 .I N G 1 - ro .
�L�si � .
I- -- - --- -- ------ o
-_' - 41411 b PK7•
O
�Wom
PIv'lauw
i L H _ fn I FL- .
q°cLG,NrA I 12 $
5
�-
.• cj4GILP.117, 3 r� m RHOf7- Gi.M
-\'FdG{_•. IL �
i��Q. 4,_¢n., 141 T4 t
1 _ CJ
_IN,
�?1 BDSLPG+ 4"S& LI gn
DRADUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MOOEW
APPROVAL#
GLA55
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST' CASE)
DOOR
ZONE 5 -57.5
-so
THERMA TRU
OPAQUE
FLA
IMPACT
3P TAPCONS @ Ms' MAX. O.C., WITH A 1-1/4" MIN. EMBEDMENT, Y
FIBERGLASS DBL
15037A
MIN. CLEARANCE TO MASORY EDGE AND4' MIN. CLEARANCE TO
DOOR
ADJACENT ANCHOR, 6' MIN. FROM EDGE W/CENTER CLUSTER @ 3" & 7'
EXTERICNt
ZONE 5-57.5
30
THERMA TRU
SMOOTH STAR
Put
IMPACT
X" TAPCONS @ 14 MAX. O.C, WITH A 1-1/4- MIN. EMBEDMENT, Y'
DOOR
FIBER CLASSIC
7630.2
MIN. CLEARANCE TO MASORY EDGE AND 4" MIN. CLEARANCE TO
ADJACENT ANCHOR, W MIN. FROM EDGE W/CENTER CLUSTER @ 3" & 7"
WINDOW
ZONE 4 -47.9
-70
PGT INDUSTRIES
"5500"
NOAB
IMPACT
X" ULTRACON @ 6-1/2"MAX FROM EACH CORNER 13.3/4" O.C., 10' O.C.
16-0714.03
MAX., 17-7/8. O.C. & Jr O.C. MAX., WITH A 2.1/2" MIN. EMBEDMENT
AND 1-3/4" MIN. DISTANCE TO EDGE
MULUON
ZONE 4.47.9
-52.5
PET INDUSTRIES
CLIPPED EXTRUDED
NOAR
IMPACT
(4) X" ULTRACON WITH 1-3/4" MINIMUM EMBEDMENT
16-0218.03
SLIDING
ZONE A d7.9
-GO
PGi INDUSTRIES,
'SG0.770'
NOAK
IMPACT
X' TAPCONS @ 24" O.C., WITH A 1-31W MIN. EMBEDMENT AND 1.3/e
GLASS
INC.
14-012&21
DISTANCE TO EDGE W/CENTER CLUSTER @ 3.5" & 7"
DOOR
GARAGE
-24.3
-44
DAB DOOR
824/811
NOAB
IMPACT
7/16" PUSIINUT INSTALLED ON ROLLER SHAFT, WITH STEELiWCK
DOOR
COMPANY, INC.
1F 0330.01
CONNECTED WITH X"-20 SS SOLT & NUT, CONNECTED TO STEEL TRACK
BRACKETS @ 12" D.C. WITH 5/1ti"X3-5/8" LAG BOLTS
ROOFING
ZONE 1-38.2
-101
EXTREME METAL
S-V CIUMP
FL8
N/A
89 x 1-1/2" (OR) OF SUFFICIENT LENGTH To MEET 3I1V MIN.
ZONE 2 -S3.9
FABRICATIONS,
26 GA
17022.1 R2
PENETRATION THROUGH DECK OR S/6" MIN EMBEDMENT INTO WOOD
Ili
PLANK) @ ROW SPACING 8" O.C. AND 12" O.C. ALONG ROWS
ZONE 3.101.4
ROOFING
ZONE 1-3&2
-45
GAF
GAF ROOF
FLY
N/A
STORMGUARD Is A FILM -SURFACED, FIBERGLASS -REINFORCED, SELF -
UNDERLAY
ZONE 2-53.9
UNOERLAYMENTS
10626•R2
ADHERING SBS MODIFIED BITUMEN
-MENT
ZONE 3-10L4
THE SEAL HEREON IS VROVIVEOONLY To INIR{Am.Nx xeV¢w MV "rrxvwL rVx Vx w rnw,ww.,a, ra, r.,,. ,.-•. _...._._..-....-...-..._.__ _....__. ____ ____. _- ..._...__ _ __ _ _ _ -_..-. _...
AREBASEDENTIRELYOPON TE5T0ATA PROVIDEDBY THE MAAVJFAC7ORFR, WHKNCARRM ITS OWN GYGINEER'S CERTIFICATMNAND WPNES NO WARMNIYOR GUARANTEE'BYTHS MICE MR THFSEPRODUCTS.
Certification for Dulan load Compliance
1. DESIGN CODE: Florida R6 lmi-rIAl, code 2014 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: X Enclosed -Partially Enclosed -Open Building
3. Risk Category: _I _& II _III _IV Exposure Category: B X C _ D Adjustment coefficient
4, Design Wind Veloclty 142mph _ ASD _ LRFD End Zone Width ¢ ft.
5, Mean Roof Height: t15 ft. Roof Pitch: 6:12 Parapet _ ft.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ So ' MRH(worst case))
Zone 1: -SI&Zone 2: - SO,GZone 3:-t%9 Zone 4 - 58-1 Zone 5: -70_2 Garage:
7. Design Loads: Floor: 57 PSF Roof/Dead: 17 PSF Roof /Live 30 PSF Balcony: _PSF
Dock: _PSF Deck:. PSF Stairs: PSF Fence: PSF Railing: 50 PLF
8. Were Shear Walls Considered for Structure? X Yes •-_ Not applicable Explain Why Not:
9. Is A Continuous Load Path provided? X Yes_ Not applicable Explain Why Not:
10. Design Soil Bearing Pressure:20DO PSF
Soil boring Test required X Yes No (based upon section 1803.2 exception)
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L-13
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