HomeMy WebLinkAboutREVISION 7-13-18OFFICE USE ONLY:
DATE FILEDc CANNE 113 I BY PER IIT # �4 (3 3 J (3 5
REVISION FEE: 5 0 St Lucie CoUnttr RECEIPT # 14 dCCiS(
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982-5652
(772) 462-1553 JP
U L .1 3 7018
APPLICATION FOR BUILDING PERMIT REVISI Lucie County, Permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
5333 Emerson Ave Permit # 1803-0756
Ft. Pierce, FI. 34951
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Revised the Attachment Spacing for metal roof in the Product Approval Affidavit box Pg 4
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC1523773 ST. LUCIE CO CERT. #:
BUSINESS NAME: Cal BuildersInc
QUALIFIERS NAME: Carl A. Lachnitt
ADDRESS: 2020 Old Dixie Hwy SE Ste 6
CITY: Vero Beach STATE: FI ZIP: 32962
PHONE (DAYTIME): 772-562-3715 FAX: 772-562-7782
OWNER/BUILDER INFORMATION:
NAME: Brion Pauley
ADDRESS: 5333 Emerson Ave
CITY: Ft Pierce t`° a '.;ST
PHONE (DAYTIME: 772-538-6518
ARCHITECT/ENGINEER
NAME: Todd N. Smith, P.E. Inc a
ADDRESS: 914 20th Place
CITY: Vero Beach STATE:
PHONE (DAYTIME):
� 9123109
R%eviC4
130117
%y
772-559-3699
FAX:
ZIP: 34951
REVISION
ZIP: 32960
-R PROOFING FOR DOORS .AID WINDOWS:
'ER TREMCO MFG. RECOMMENDATIONS
APPLY VULKEM 350 NF m 25 WET MILS.
INSTALL WOOD BUCK
USE TREMCO DYMONIC Imo CAULKING
FOR INTERIOR AND EXTERIOR
APPLY VULKEM 350 NF OVER BUCK
(FOR EXTERIOR USE AGGREGATE TO
RECEIVE STUCCO).
1G0 DYMONIC 100 VULKEM 350 NF
JVUL M 350 NF 6 15 WET
M LS, SANDED AT AREAS TO
---- --' RECEIVED STUGGO FINISH
WOOD BUCK
PLAN VIEW
TYPE DESIGNATION
F = FILLED WITH GROUT / U + UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
Bus 8F8 81F12 8F16 8i F 1 6-11B/ 1 T
ICJ J QUANTITY OF #5
NOMINAL WIDTH � REBAR AT TOP
NOMINAL HEIGHT #5 REBAR AT TOP
�. MIN. (1) REQ'D.
_ 11-1/2" CLEAR
- C.M.U.
s -
w
z
z GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
8F32 8F28 8F24 8F20 7-5/8" ACTUAL BOTTOM REINFORCING
g NOMINAL WIDTH PROVIDED IN LINTEL
(VARIES)
ML1 = 8F8-1B-1T FOR LINTELS UP TO 8'-0" SPAN
ML2 = 8F16-1B-1T FOR LINTELS 8'-0" TO 16'-0" SPAN
ML3 = 8F24-1B-1T WHERE SHOWN ON PLAN
BASED ON CAST-CRETE LINTELS.
ALTERNATE MAY BE USED UPON
APPROVAL BY ENGINEER.
MASONRY LINTEL DETAIL
5:12
INSULATION PER ENERGY J
CALCULATIONS
Yz" DRYWALL OVER P.E. ROOF
TRUSSES 024" O.C. MAX.
MIN. 8"06" BOND BEAM WITH
(1)#5 CONT. EACH COURSE
Y" DRYWALL OVER 1 x P.T.
WOOD FURRING 016" O.C.
MAX. WITH R-4 RIGID
INSULATION BETWEEN
WOOD BASE
FLOORING OVER 4" CONC.
SLAB
5V CRIMP METAL OVER ROOFING `
MEMBRANE, OVER %" MIN. 'CDX' ROOF
SHEATHING OVER PRE-ENGINEERED ROOF
TRUSSES @24" O.C. MAX. WITH NAILING
PER STRUCTURAL NOTES
GALV. MTL. DRIP EDGE, OVER 1x P.T.
WOOD NAILER, OVER 2x6 C.R. WOOD
FASCIA
HURRICANE TIE DOWN, SEE ROOF
FRAMING PLAN FOR ALL TIE DOWN
INFORMATION
EL. +8'-0"
Y" 'AC' PLYWOOD SOFFIT WITH 8d R.S.
NAILS @6" O.C. EDGES AND FIELD.
SOFFIT WITH 4"fb SCREEN VENT
OPENINGS @24" O.C. (BETWEEN EACH
TRUSS)
3/4" MIN. STUCCO
OVER, 8"
CMU WALL WITH
(1)#5 VERT.
REINF. IN GROUT
FILLED CELL
048" O.C. MAX.
(1)#5 HOOK BAR
IN GROUT
FILLED CELL @48" O.C. MAX.
EL.
1 8 `-20N16" MF WITH (3)#5
CONT. BOTT.
W1 TYP. WALL SECTION
5 SCALE: 3 41= '-011
PRODUCT APPRCVAL SUBMITTAL AFFIDAVIT
BUILDING
OPENING ID
MANUFACTURER
MODEL #
CT
PRODUCT
PRODU
GLASS
PRODUCT DESIGN PRESSURE
DESIGN
ATT
CHMENT METHOD - TYPE, SIZE, SPACING & IMBEDMENT
DESCRIPTION
PRESSURE PSF
WINDOWS
PGT INDUSTRIES
SH-5500 VINYL
FL# 1435.9
IMPACT
+60.0/-70.0
+31.1/-41.5
#10 SCREWS OF.
3/16" TAPCON EMBEDDED 1-1/4"INTO FRAMED WALL @ EACH FACTORY HOLE
#10 x 2-1/2" SIrREWS
EMBEDMENT 1-1/4" INTO BUCKS @ 6" FROM CORNERS & 14.5" O.C. ON
FRONT ENTRY
pLpSTRO
GLAZED FIBERGLASS
FL# 17184.9
IMPACT
+50.0/ -50.0
+29.8/ -39.0
SIDESWREWS FROM TOP CENTER < 3" & 7"
EXTERIOR DOOR
REAR FRENCH
pLA5TPR0
SERIES N FIBERGLASS
FL# 15220.4
N/A
SU -50.0
8.8/ -36.9
1-1/4" N.
UL
EDMENT, 3 ANCHORS CL TERE T PANEL MEETING POI T AlANCHORS
DOORS
FL# 10-0921.05
RE UIRED AT MIDSPAN O P EL DOOR IS 5 4'PANELS
GARAGE DOOR
RAYNOR
SHOWCASE TC 200
N/A
43.5/-50.0
+28.2/-31.5
ATTACHE
W/ 1/4" x 1-1/4"TAPCON EMBEDDED MIN REQUIRED @ 6-3/4" O.C. MAX.
METHOD "1" ATTACHED
TO SHEATHING W/ #9x1-1/2" HEX -WASHER HEAD WOOD SCREWS TO
ALL ZONES "METHOD 1" CONNECTIONS
PENETRATE THRO
GH THE SHEATHING A MIN. 3/16" OR 5/8" INTO WOOD PLANK, ROW SPACING IS
EXTREME METAL
(ALLOWABLE-86psf)
16" O.C., FA
TENER SPACING (ALONG PANEL WIDTH) IS 12" O.C. METHOD "4"
ROOF
FABRICATORS, LLC
5V CRIMP STEEL ROOF
FL# 17022.1
NA
ZONE 3 OVERHANG METHOD 4
-84.0
ATTACHED TO
- HEALTHING W/ #10xl-1/2" HEX -WASHER HEAD WOOD SCREW TO PENETRATE
CONNECTION (ALLOWABLE-228pst)
/16" MIN. THRU
ECK OR 5/8" EMBEDMENT INTO WOOD PLANK, ROW SPACING 6" O.C., FASTENER
FL # 5259-R20
SPACING (ALONG PANEL WIDTH) 12" O.C.
ROOFING
POLYGLASS
POLYGLASS IR-XE
+NA/-45
NA
SELF ADHEASIVE It
UNDERLAYMENT
EASTERN METAL
/ -80,0 x
+31.1/-41.5
TALL SH
TTERS PER MANUFACTURERS SPECIFCATION AS STAT ON FLORIDA
SHUTTERSSUPPLY
2� BERTHA SYSTEM
FL# 11968-R4
N/APRODUCT
E+75
OVAL #11968-R4
NOTE:
*MAXIMUM 8-2" OPENING
B o
T.O. SLAB
EL. +0'-0" SLOPE
1 -0 12"02" MF WITH
(2)#5 CONT. BOTT.
F4 FOUNDATION SECTION F4
4.0 SCALE: 3/4" =1'-0"
FINISH GRADE
T.O. SLAB
EL. VARIES
• '
8"x8" TE WITH (1)#5
CONT. BOTT. F3
4.0
F5 FOUNDATION SECTION F5
4,0 SCALE: 3/4" =1'-0"
COMMENTS PER OWNER DUNE, 2018
24"x18" MONO WITH (3)#5 '
CONT. BOTT.
4" CONC. SLAB
4
a I
8" CMU EXTERIOR WALL
BEYOND
EXPANSION MATERIAL
y EL. -(
DRIVEWAY
FOUNDATION SECTION F3
SCALE: 3/4" =1'-O"
a
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FS
12'-2}" 11-11
49'-8" W-6j"
9,-6„ W-6„
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B _— _ —
r 12 _8) 2'-6" 2 -04
+1
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F4 T.O. SLAB V
'_
H] „
o
- Ijl
— Fa Fa 4" SLAB ON GRADE W/ FIBERMESH OVER ;
(•,E: - — — — — 10 MIL VAPOR BARRIER, ON COMPACTED
ahu
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— — — — TERMITE TREATED SUB -SOIL. TYPICAL
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10 MIL VAPOR BARRIER, ON COMPACTED o EL.-0'-1)�"
Fi
TERMITE TREATED SUB -SOIL. TYPICAL
— —F5 L--
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F3 ``
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9'-8"
9' 8"
2'-4"
8 _4„
6 -8"
6'-6"
6' 6"
IO
49'-8"
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FOUNDATION PLAN
SCALE: 1/4" =1'-0"
#5 VERT. BAR @48" O.C.
MAX. IN GROUT FILLED
CELL
8" CMU EXTERIOR WALL
4" C RBOPWITH (2)#4 #5 HOOK BAR @48" O.C.
CONTMAX. IN GROUT FILLED
4" CONIC. SLAB CELL
w ioflk T.O. SLAB
T.O. SLAB > d EL. +0'-0"
EL. VARIES, FINISH GRADE
SEE PLAN ° ° °
°
20"xi6" MONO WITH (3)#5
CONT. BOTT. 1'-8"
F2 FOUNDATION SECTION F2
4.0 SCALE: 3/4" =1'-0"
4" CONC. SLAB
T.O. SLAB
EL. +0'-0"
^
20"06" MONO WITH (3)#5
CONT. BOTT. 1'-8"
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SC CROP CORD
CONCRETE FOUNDATION
MARK
SIZE
REINFORCING
F1
20"x16" MONO
(3)#5 C
F2
21"xi6" MONO
(3)#5 C
F4
12"x12" MONO
(2)#5 C
F5
8"x8" MONO
(1)#5 C
FB
36"x36"xi6"
(4)#5 B
#5 VERT. BAR @48" O.C.
MAX. IN GROUT FILLED
CELL
8" CMU EXTERIOR WALL
#5 HOOK BAR @48" O.C.
MAX. IN GROUT FILLED
CELL
FINISH GRADE
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REVIEF\ EU FOR C 1-
REVIE\N ED Bl
DATE —
PLAN IN MUST BE, l PT ON JOB
C<I .' WILL BE JIADE.
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SC N L
Sf Lucie Count) REVISIONS:
RECEIVED tf
JUL 13 2018:
P. rmik ing � �. ".�..,e,tl" Di' =ya^"
51. Lucie County, _, G&
F1 FOUNDATION SECTION F1
4. SCALE: 3/4" =1'-O" STRUCTURALLY ENGINEERED BY:
TODD N. SMITH, P.E., INC. (CA #8772)
914 20th PLACE
VERO BEACH, FL. 32960
772-559-3699
FL PE #42082
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JOB NO. ES-17-065
DATE:
10.26.17
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