HomeMy WebLinkAboutREVISION 3-14-18OFFICE USE ONLY:
DATE FILED: •� _
REVISION FEE: ' r�
PERMIT # 1 -1(2 d ��
RECEIPT
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REU*KW9--
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
r
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
C6"6c 14 Cowtim � aN •4�- iA-� L ?U�iN
CONTRACTOR INFOWAATI.ON:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME: ,-IA
ADDRESS: _ /7Z0 /
CITY:
PHONE (DAYTIME):
ST. LUCIE CO CERT. #:
STATE: ��ZIP: syYY 11
FAX: _ 7?� f 2 !7 i K �-t _
OWNER/1BIJILDER INFORMATION:
NAME
ADDR
CITY:
PHON1
ARCH
NAME
ADDR
CITY:
PHON1
SLCCC: 9123109
Revised 06130/17
REVISION
He Copy
3/16" ALUMINUM GUSSET
2" x_PURLINS (SEE A-1
PLATE
FOR SIZE)ATTACHED TO
B #12 SMS
NOTE: 2X4 SMB BEAM ONLY REQUIRES 4"
BEAM w/MIN (4) #10 x 1 Y2"
SMS
5"OR 7" X 6" WIDTH X 0.250"
WIDTH GUTTER BRACKET W/ (2) 3/8"
• • • •
\ N w
BREAK FORMED GUTTER
LAGS
•
BRACKET @ EA, BEAM W/ (4)
#12 X 3/4" SMS INTO GUTTER (4) 3/8" LAG SCREWS @ 1-1/2"
•
•
•
��"
LIP
SPACING @ EA. GUTTER BRACKET
& (1) @ 12" O.C. MAX- MIN EMBEDMEN
gti
•
• \ 5
\
1" x 2" x 0.045"OPEN
SHALL BE 2"
\ •
• • •
� •
BACKW/ (4)#14X 1-1/2"
INTO GUTTER & (2)#12X
•
1-1/2"
@ 24" O.C.
�ry
TN
$3 SEE'tPB��
\
BEAM O O
OR 00
PURLW
00
00
(2) 2" x 2" xW XALUMINUMM 0
THE HOST STRUCTURE SHALL
ANGLE W/ (4) #12 x 3/4"
HAVE AT LEAST A 2"X4"
SMS EA ANGLE INTO BEAM
FASCIA AND ROOF TRUSS
[VERIFY
ON EA SIDE
SYSTEM. CONTRACTOR SHALL
THIS AND IF
2"X2"X0.062" RECEIVING
SMALLER- CONTRACTOR
CHANNEL W 4 #14X 3 4" (4) #14 x 3/4" SMS
/ () / /
SHALL BRING STRUCTURE UP
EA SIDE TO COVER ES I GUTTER EA SIDE
LL PROF � c="•'111�'t.r•
TO A 2"X4" FASCIA AND
THESE S 1
ARE SUBJECT TO ANY CORRE i ION +
ENSURE LESS THAN A 2'-0"
OVERHANG.
REQUIRED BY FIELD INSPECTORS i HAT
CON(
MAY BE N RY IN ORD::I•: 70
COMPLY L pWEMBRAGKE7,& BEAM ATTACHMENT DETAIL I
S' 3 N.T.S.
EDGE MEMBER
10X4" SMS INTO SCREW [.
ES FOR EDGE MEMBERS
1.125" FLAT PLATE
V/ (12)#10X3/4" SMS
IR (8) #12X 3/4" SMS
MIN.1/2" EDGE DISTANCE)
BEAM
"B"
"N"
"Sill
"S2"
"ST'
"S4"
2X4
12
4
3/4"
1 "
16"
3.75"
2X5
12
4
3/4"
1
66"
4. 55"
2X6
16
5
1"
12"
19"
5.75"
2X7
20
6
1"
14"
22"
6.75'
2X8
24
7
1"
1_�"
23"
7.75"
24
71"
13"
23"
8.75"
N
28
8
1"
14
24"
9.75"
THE
HINGE LOCATION
2" x 2" EXTRUSION
HINGE LOCATION
EDGE MEMBER HINGE LOCATION
OR PURLIN f
E ROOF BRACING CONNECTION DETAIL
S'3 SCALE: N,T.S.
DOOR
NOTES:
1. "N" NUMBER OF SCREWS IN ANY
DIRECTION.
2. TOTAL NUMBER OF SCREWSPER JOINT
EQUALS 4 TIMES "B".
3. PLATE WIDTH SHALL BE DETERMINED
FROM ANGLE OF BEAM AND MIN. SPACE
REQUIRED.
4. GUSSET PLATES MAY BE INTERNAL OR
EXTERNAL.
S. INTERNAL SCREWS FOR PURLIN
CONNECTION MAY BE INCLUDED IN
TOTAL NUMBER OF SCREWS.
6. GABLE SPLICE WILL HAVE THE SAME
PATTERN.
2" x 2" EXTRUSION
NOTEINS:
1.HINGES SHALL BE ATTACHED TO STRUCTURE W/ (4) #10 x 5/8" SMS MINIMUM.
4 2. DOOR SHALL BE ATTACHED TO ENCLOSURE w/(2) HINGES MINIMUM.
3. HINGES SHALL BE ATTACHED TO DOOR WITH (4)#10 x 5/8" SMS. FASTEN A
' 1" x 2" x 0.044" TO UPRIGHT W/#12 x 1' SMS @ 12" O.C. AND WITHIN 3" FROM
END OF THE UPRIGHT,:
t F TYPICAL SCREEN DOOR CONNECTION DETAIL
S_ SCALE: NTS
PURL[
PURLIN ATTACHED TO EAVE
RAIL W/(2)#lOX4" THRU
EAVE RAIL INTO PURLIN
SCREW BOSS
2" x 2" xO.045"EXTRUSION W/
(UNLESS OTHERWISE SHOWN
ON S-2)1"12"10.045" OPEN
BACK ATTACHED/#lOX1-1/2"
@ 24" O.C. & TO UPRIGHT W/
(2)#10X 1-1/2" SMSTHRU
SCREW BOSS
NOTCH POST AS NEEDED
WHEN 2X3 PURLIN IS USED
:7
�X%1%11 l 10111J'
��+' .Q ��••. �%`/ ice,
i • ••
• �' , .A m°
a e
No.01
5
SECONDARY �IyAc QIVA
CONNECTION OF
PURLIN TO
O UPRIGHT W/
2"x0.125" STRAP
W/ (6) #12X3/4"
SMS (typ EA SIDE)
UPRIGHT
C SLOPED OR FLAT PURLIN CONNECTION DETAIL
S'3 SCALE; NTS
/?1L-65-7Z
ST. LUCK' CC- M BltWr- i
REVIEWED IFOR 00AOLLWE
BEAM
scRE LAND - N`D PERMIT MUST BE KEPT ON JOB
2" X4" SMB
6 GR N 0 11N Sp r C T I ON NVML BE MADE.
2" X 5 "SMB
6
2" X 6 "SMB
8
2" X 7" SMB
8
2" X 8" SMB
10
2" X 9" SMB
10
2" X 10" SMB
12
FOR SLOPED BEAMS,
MAINTAIN ALL SCREW SPACING
FROM EDGE OF BEAM
2" x 2" EAVE RAIL SECTION
(UNLESS OTHERWISE SHOWN
ON S-2) -ATTACHED TO BEAM w/---
(4) 1OX 2" SMS INTO SCREW
BOSS
1" X 2" OPEN BACK EAVE
RAIL ATTACHED TO
UPRIGHT w/(2)
#10 x 1 Y2" SMS INTO SCREW
BOSS
#10 X 1 Y2" SMS 12" C/C
Z, oo
#12X 3/4" SCREWS
(SEE TABLE ABOVE)
i
-SELF-MATING BEAM
�SHALL BE NOTCHEL
FOR UPRIGHT
O
O �•
OOI
p O i1 1•; r
D UPRIGHT TO BEAMCONNECTION -ALL WIND ZONES
S'3 SCALE: NTS
PFUFjE$,jIQ[WU5WNEER SEAL
ENGINEER OF RECORD:
David W. Smith P.E.
FLORIDA LICENSE: 53608
Thomas L. Hanson P.E
FLORIDA LICENSE: 38654
Mark R. Dunn P.E.
FLORIDA LICENSE: 73968
Joel Falardeau P.E.
FLORIDA LICENSE: 70667
Erik Stuart P.E.
FLORIDA LICENSE: 77605
FBC Plans & Engineerh
Services, Inc.
6272 Abbott Station Dr. Unit 101
Zephyrhills, FL 33542
Ph# (813)788-5314
Fax# 1-(866)824-7894
E-mail-erb@fbcplans.com
W eb s ite-www, fb cplans .co m
C.O.A. #29054
DATE: 11-9-2017
DRAWN BY: TLK
REVISION: DATE:
RO1 DATE: 3-6-2018
RO 2
RO 3
RO 4
DRESS:
a0 _13-
JENSEN BEACH ALUM.
1720 NW FEDERAL HWY
STUART, FL 34994
0 i ETAILS
S"' 3
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