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DATE FILED: $ \1 PERMIT#
REVISION FEE: RECEIPT# raw
U�
PLANNING &DEVELOPMENT SERVICES
® BUILDING&CODE REGULATION DIVISION
o 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
ADDRESS: "
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
e4� f3-e s s
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#:
BUSINESS NAME: —F tC ('�.�CC-e�'E e- CIO S LL C_
QUALIFIERS NAME: !�
ADDRESS: �'Volk( Su /'1C C'./'o r�x
CITY: rrr f St- GJGIfL_ STATE: - � ZIP:
PHONE(DAYTIME): 7 — 2/; 1.1 Lj FAX:
4. OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE: FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
Revised 07/22/2014
ST.LUCIE COUNTY
THE''2z AND LI. Pf?OP'OST-Ml VX-,'Fh'o BUILDING DIVISION!
ti,r b; f;^ ,�-`, -T^ �� ryr n��11�;p►'11_��-� t� REVIEWED
A USJIF, T 10 A?4 Y d7.11 JI(W�.7��C`1 FOR COMPLIAN
REQUIRE0 Ll1 FIELD �+Z FVISI REVIEWED BY
ON
.. r��`4��,����i4 9a�f!i�i�i i� DATE. —/
i'1i:i L w ,: PLAN9 AN PER IT
riJ. lt � , 01 AL... :i t Ld',r1zBILE I,,,,,r'E,,,i.. MUST. BE KEPT ON AOB OR
NO INSPECTION WILL BE MADE
REC-EIV-7D 0"'917 r
INSTALL 1/2 x 6'EXPANSION ANCHOR INSTALL 1/2'x 6'EXPANSION ANCHOR
THROUGH BASE RAIL WITHIN 6'OF EACH THROUGH BASE RAIL WITHIN 6'OF EACH
RAFTER POST ALONG SIDES RAFTER POST ALONG SIDES
6'MINIMUM(Note:For Open Carports,I
only,slab may be flush with base rail one
MINIMUM 2-1/4'EMBEDMENT
MINIMUM 2-1/4'EMBEDMENT
C:, '�`•,
CONTINUOUS 4'CONCRETE PAVEMENT
MONOLITHIC CONC.FOOTING(2500 PSI MIN.)
REINFORCED WITH 2#5!s CONTINUOUS
,� CONCRETE MONO:SLAB BASE RAILANCHORAGE CONCRETE SLAB BASE RAIL ANCHORAGE
Not To 36 Not TOSc* (OPTIONAL-OPEN CAWORTSONLJ
L�J
NO SCREVM TS BOW RAFTER
REQUIRED
IN BOW BEND
MINIMUM 6'LONG,MINIMUM 14 GA,7S
g NIPPLE.SECURE WITH 4114'x 1'SDP's
/ TS RAFTER POST(CORNER)
ETO
MINIMUM 24'16 GA U-CHANNEL BASE RPJL 3rt6
BRACE(5'TO T RAFTER POST) 1-112'0-1/2'x 2'16 GA CLIP
i OR ANGLE,'SECURE TO RAFTER
48'16 GA U-CHANNEL BRACE i i POST AND BASE RAIL.
(IT TO 14'RAFTER POST) i o� WITH 4 114'x1'SDF'S,
BRACE ANGLE SHALL MIN;45Z. '
i I
TO MAX.60-FROM HORIZONTAL +
NOTE:NO BRACE AT END WALL.
SET BRACE AT 1ST P05T1RAFTER
CONNECTION FROM GABLE.
(SEE BRACE SECTION)
TS CONTINUOUS BASE RAIL
MINIMUM 6'LONG;MINIMUM 14 GA,TS
NIPPLE.SECURE.BOW RAFTERAND POSTLE
TS BOW POST TO NIPPLE WITH 4 IX x 1'SELF-DRILLING FASTENERS COPY
BOW RAFTER/CORNER POST
CONNECTION DETAIL- ) END POST/BASE'RAIL CONNECTION'DETAIL
Not To Scale 4 Not To Scale
TS TRUSSED RAFTER CHORD,
' OR NON-STRUCTURAL HEADER
TS POST
2'x 2.x 2'16 GA ANGLE CLIP
SECURE TO POST AND TOP OF
HEADER,OR BOTTOM OF WINDOW TS END POST OR DOORI
/ RAILIGIRT WITH 1/4'x 1'SDF's WINDOW FRAME POST 2 x2 x2'16 GA ANGLE CLIP
_SECURE TO POST(EACH SIE
TS NONSTRUCTURAL HEADER RAFTER CHORD/RAIL'A'/4-11
2O
BASE RAIL,OR WINDOW RAIL
N BOTTOM AND 2 ON SID(
TS NONSTRUCTURAL NOTE:AT ROLL--UP DOOR 0
HEADER POST SHOULD BE FLUSH Wl
END,CLIP POST TO RAIL-Oh
SIDE OPPOSITE THE OPENIN
i -
TS WINDOW RAIL(OR GIRT
FOR VERTICAL SIDING OPTION)
5
NON-STRUCTURAL HEADER-OR WINDOW POST TO NON-STRUCTURAL HEADER, BASI
RAIL TO POST CONNECTION DETAIL p Rt
L, OR WINDOW RAIL CONNECTION DETA
Not To Scale 8 No Scale.