HomeMy WebLinkAboutRevisions; Closed in GarageOFFICE USE ONLY:
DATE FILED: ] �' of
REVISION FEE:
LOCATION/SITE
PERMIT # 6C) LJ ^ 0-
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVI S EN
PROJECT INFORMATION ISION
DETAILED DESCRIPTION OF PROJECT
REVISIONS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME: 6l e n h M VSe
ST. LUCIE CO CERT. #:
FAX:
ADDRESS: 56n I M j c(\q ('I'rCIR
CITY: -PO rl 3L Uwe- STATE:
PHONE (DAYTIME: '7 7d Y 18- 383-1 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
ZIP:
ZIP: 3 Mo 7
ZIP:
BASE RAIL ANCHORAGE. Oi
SET —BACKS, FINISH FLOOR
2. THIS STRUCTURE IS DESIGI
LOAD OF THE STRUCTURE
DOORS, WINDOWS, OR OTH
BY CARPORTS ANYWHERE,
ANYWHERE NOR THE ENGID
APPLICATION OF ADDITIONA
3. THIS BUILDING IS EXEC\
4. ALL STEEL TUBING SHALL
5. PLUMBING, ELECTRICAL, IN(
RESPONSIBILITY OF THE ON
6. ROOF AND WALL SHEATHIN
7. FIELD FRAMING CONNECTIO
8. ALL SHOP FRAMING CONN[
9. CONCRETE EXPANSIONS AN
10. 12 OR 14GA. FRAMING I
2,500 PSI 4" I
MESH) AND 12
OFFICE USE ONLY:
DATE FILED: 31 9'
REVISION FEE:
PERMIT # QQ ( , 0_� I
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVI S
PROJECT INFORMATION '
LOCATION/SITE
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME: G I e n h M u,�e
ADDRESS: 56r)t m L t(�UJ ror_ e
CITY: %D 4 '%, Gm-e- j STATE:
PHONE (DAYTIME: -77of -- !4 td- 3831
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC.• 9123109
Revised 06130/17
ST. LUCIE CO CERT. #:
ZIP:
FAX: —
FAX:
ZIP
ZIP:
'7
CODE VERSION
FBC 2020 7th Edition
ASCE-7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
1UTILITY. U
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
ROOF LIVE LOAD 20PSF OR 30C
FLOOR DEAD LOAD 10PSF
i
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS, FLOOR, ROOF N/A
I MODULES PER BUILDING 1
i
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,500 SQ. FT.
i 1 JENCLOSED, RUD 1 1/5/21
2 MOVED WTD'S 2/3/21
WITH
FIBRMS
°RAwN e
ROLL -UP oUrMTB
DOOR! d DATE 6/5/20
Locnno
Z h21 Mustang Circle, Port St. Lucie
OSIZE' 50-L X 30'W X 13-H
LL
R VIEWED FOR
WE COMPLIANCE
ra LUCIE COUNTY
BOCC
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NISI N
w 2/4/21
z Matthew T. Baldwin P.E.
Q Florida License #64608
LU J
a- Sheet: CA-1 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14" SELF -DRILLING
NIPPLE TO
BASE RAIL NIPPLE
BASE F
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA.
ANGLE CLIP
SECURED WITH (4)
#12-14xj"
SELF -DRILLING
SCREWS
NON—STRUCTURAL
HEADER OR WINDOW
RAIL TO POST DETAIL
INTERI,
#12-14x4"
SELF -DRILLING SCREWS
® 10" O.C. MAX., 3"
MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX
FROM CORNERS
VERTICALLY
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14xj" SELF -DRILLING It
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF -DRILLING SCREWS 2"x2"x2" 16 GA. ANGLE CLIP
_ SECURED WITH (4) #12-14)4
II I 1-1 SELF -DRILLING SCREWS
END POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xj" SELF -DRILLING
SCREWS
r-VARIES
MAX. SPACIN
r-3" MIN.
MAX. SPACING
VARIES
SIDE WALL ROLL —UP
DOORZFRAME OUT
HEADER DETAIL
PER MANUFACTURERS INSTRUCTIONS
#14x1"
SELF -DRILLING
SCREWS ® 6" O.C.
MAX. & 6" MAX.
FROM CORNERS
ROLL —UP DOOR TO
POST CONNECTION
2"x2"x2" 15 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF -DRILLING SCREWS
SINGLE OR DOUBLETS
INTERMEDIATE POST TO
HEADER/BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SC)F EWS 14xj" SELF -DRILLING --
SINGLE OR DOUBLETS
HEADER
HEADER CONNECTION DETAIL
OPTION 2
CODE VERSION
dC ZUZU 7th Editior
ASCE-7-16
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II-B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-150mph
TO T
MINIMUM 6" TS
NIPPLE. NIPPLE
SECURED TO WALL
POST WITH
(4)#12-14,j-
NnrSELF-DRILUNG
SCREWS
POST TO TRUSS
CONNECTION
26 GAUGE ROOF SHEATHING
SECURED WITH (1)#12-14x4"
SELF-DRILLING SCREWS ®
'2-1-2-1' (6" O.C. (9" O.C. MAX.))
��+ MpX.
_
_
-
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-140" SELF -DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
CryULUJU"L
G`IULuaru
INTERNAL PRESSURE COEFF.
+/- 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
1OPSF
ROOF LIVE LOAD
0PSF OR 3001b PE
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
11,500 SQ. FT.
REVISIONS
REV
DESCRIPTON
DATE
BY
1
ENCLOSED, RUD
1/5/21
MTB
VERTICAL SHEATHING OPTION
2
MOVED WTD's
2/3/21
MTB
TO
1 "x2j" 16 GA.
U-CHANNEL BRACE, MIN.
24" UP TO 7' POST, Mlr
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END -WALLS). SECURED
WITH (4)#12-144"
SELF -DRILLING SCREWS.
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL -POST -WITH
SCREWS 14x1" SELF -DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
Design Pressures - 150 mph Basic Wind Speed
Zone
Roof
Wall
1
2n
2r
2e
3r
3e
4
5
9.6
9.8
9.6
9.6
14.5
14.5
14.5
17.4
-11.2
1 -35.7
1 -28.5
1 -11.2
1 -62.2
1 -52.3
-16.2
1 -22.0
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1—R1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
FL17996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
MTB
6/5/20
Mustang Circle, Port St. Lucie
50'L X 30'W X 13'H
� _ D FOR
il 111
VIEWED �
IUCIE COUNTY
BOCC
i!�
2/4/21
J
Q MattheW T. BaldWin P.E.
Florida License #64608
LU
o Sheet. CA-4 OF 4