HomeMy WebLinkAboutREVISION 6-24-19OFFICE USE ONLY: SG oNv GU
DATE FILED: 1124/2019�����y
REVISION FELL 75.00
PERMIT# 1804-0529
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(172) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
210 N BROCKSMITH RD , FORT PIERCE, FL 34946
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
revision of insulation R20 spray to R 30 UA
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
OWNER/BUILDER INFORMATION:
NAME: TARRYPREVO
ADDRESS:210 N BROCKSMITH RD
CITY: FORT PIERCE
PHONE (DAYTIME: 772-577-1607
STATE: FL
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: _
PHONE (DAYTIME):
STATE:
FILE COry
ST. LUCIE CO CERT. #:
FAX:
rax:
FAX:
ZIP:
ZIP: 34945
ZIP:
SLCCC; 9123109
REVISION
Revised 0616/3011/17
�F BEAM
10'-0"
o" �F SLAB
REAR ELEVATION
1/4 1 0
(-h TOP OF BEAN
tJ 10'-0"
TOP OF SLAB
2 FRONT ELE
114 — 1 0
� TOP OF BEAM
VAT I O N
(-h TOP OF SLAB
\� — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
0"
LEFT SIDE ELEVATION
1/4" = V-0"
TOP OF BEAM
10'-0"
TOP OF SLAB _
v 0"
RIGHT SIDE ELE
VATI ON
MAXIMUM HEADER SPAN
3'-0" 6'-0" 9'-0" 12'-0" 15'-0" 1&-0"
WALL HEIGHT
STUD SPACING
1
1
2
2
2
2
*OF HEADER STUDS SUPPORTING END OF HEADER
10'-0" OR LESS
I 16" O.C.
1 2
1 2
3
3
3
3
# OF FULL HEIGHT STUD @EACH END OF HEADER
10"-0" OR MORE
16" O.C.
2
2
3
3
4
4
ROOF TRUSSES
D
C
H
H
S
(M
S'
SI
N,
H
FI
N
R
O
3'
IIJI
SI
POINT
1/2" = 1'-0"
w
J
<
Q
OUBLE TOP PLATE
RIPPLE STUDS (NOT REQUIRED FOR 8'-0"
IGH WALL)
EADER (DOUBLE 2"X12" W/ 1/2" PLYWOOD
PACER, GLUED AND NAILED W/ 16d NAILS
8" O.C. STAGGERED BOTH SIDES)
FRAP EACH STUD AS REQUIRED W/
MPSON LSTA 18 OR MTS 18 W/ (14) 10d
AILS
=ADER STUDS
JLL HEIGHT STUDS
)TE: SIMPSON 18" FLAT STRAP MAY
-PLACE MTS 16 OR EQUAL AT HEADER
4LY
TRAP EACH STUD AS REQUIRED W/
MPSON SP4 OR SP6 W/ (6) 10d NAILS
p.T. BOTTOM PLATE
BEARING HEADER CONNECTION DETAIL
NOTE: FOR ADDITIONAL INFORMAITON
REFER TO TYPICAL WALL SECTION
GABLE END DETAIL1
3/4" = 1'-01,
2"x4" LATERAL
BRACING - FIRST
FIBERGLASS SHINGLES ON 30# FELT OVER 5/8" CDX PLYWOOD
SHEATHING NAILED PER ROOF SHEATHING NAILING ZONE DET
R-30 BATT IN,S(ULATION
SIM 4)
10d NAILS PER STRAPPING
SCHEDULE
DBL 2"X6" TOP PLATE
2"x4" SUB -FASCIA
DRIP EDGE
1"x6" FASCIA
HA DIE SOFFIT
Ge�Ki,•1vooS 'darT
HARDI PLANK LAP SIDING
ON HOUSEWRAP OVER 1/2"
CDX PLYWOOD W/ 8d NAILS
@ 4" O.C. PERIMETER & 8"
O.C. FIELD
2"X6" STUDS @ 16" O.C.
NOTE: PROVIDE SIMPSON SP6
@ TOP AND BOTTOM PLATES
EVERY OTHER STUD-WL
2"X6" BOTTOM PLATE W/ 112"
DIA. A.B. @ 24" O.C. W/
2"x2"xl/8" WASHERS
REFER TO FOUNDATION
PLAN FOR SIZES AND
1/2" GYP. BOARD
CEILING
1/2" GYP.
BOARD
WOOD
BASE
III � • :'.d��-�.:.•�. - I I —III —I
-III-I
FOURTRUSSES TYPICAL WALL SECTION (FRAME)
RIDGE & 6'-0"
SIDE OF RIDGE ! 3/4" = 1'-0"
TOP & BOTTOM
CHORD
2"x4" "X" BRACING
FIRST FOUR
TRUSSES @ RIDGE
& 6'-0" O.C. EA. SIDE
SIMPSON MTS 16 W/ (14)
OF RIDGE
10d NAILS PER STRAPPING
SCHEDULE
LAP SIDING ON
HOUSEWRAP OVER
DBL 2"X6" TOP PLATE
5/8" CDX PLYWOOD
SHEATHING W/ 8d
2'W4' SUB -FASCIA
NAILS @ 4" O.C.
PER. & 6" O.C. FIELD
2'W" CONTINUOUS
NAILER
DBL 2"x6" TOP PLATE
SIMPSON MTS16 W/
HARDIE SOFFIT
NAILS @
32"
32O.C..C.
SIMPSON AC6 POST CAP & 2)
(
LSTA 18 FLAT STRAPS
NAILED PER
MANUFACTURERS REQ'MTS.-
P-2
P_3
P•1
QC9
RIDGE P_2
P-1 P-2
P-2
RIDGE C�
P-3 P-1
Z/P1
N N
a d P-1
P-2
I P-3
P-2
GABLE
ROOF SHEATHING NAILING ZONE INFORMATION
P-3
P-3
ZONE 1: REMAINING AREA W/ 8d RING SHANK @ 6" O.C. PERIMETER & 6" O.C. FIELD
ZONE 2: 4' LENTH W/ 8d RING SHANK @ 4" O.C. PERIMETER & 6" O.C. FIELD
ZONE 3: 5'X5' @ HIP AND 5' LENGTH @ GABLE ENDS W/ 8d RING SHANK @ 4" O.C. PERIMETER & 4" O.C. FIELD
NOTES
19/32" CDX PLYWOOD SHEATHING
— — — — — — — — — — — — — — — — — — — 25'-0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10d RINGSHANK NAILS
UNDERLAYMENT FELT SHALL BE 30# FELT COMPLYING W/ ASTM D226
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 CLASS F, ASTM D7158 CLASS H OR TAS.107 AND
SHALL HAVE FACTORY APPLIED SELF SEAL STRIPS OR BE INTERLOCKING
P.T. 6"x6" POST
SIMPSON POST BASE ABU66
W/ (12) 10d NAILS & 5/8"DIA A.B.
REFER TO FOUNDATION
PLAN FOR SIZES AND
1'W" T&G
CEDAR
CEILING
-d '
71 I I —I l I
II III Ills - - II II
TYPICAL WOOD POST COLUMN DETAIL
3/4"
Architectonic In
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
GUEST HOUSE
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
ST. LUCIE COUNTY, FL
CLIENT
PREVO
ICONSULTANTS
SCANNED
By
St uiPq�
REGISTRATION
IY .9
sfi
� —E Jz38 '
Ip�AR 8
7L% ozoll
MICHAEL J. SEAL, AIA
AR96898
1REVISIONS
NO. I DATE REVISION
1 03/29/19 JOWNERCHANGES
12 05/20/19 1OWNERCHANGES
KEY PLAN
SHEET TITLE / SHEET NUMBER
ELEVATIONS &
DETAILS
A2.00
IPROJECT NUMBER R1712
DATE 06/20/201