HomeMy WebLinkAboutREVISION 12-4-18NNN
OFFICE USE ONLYt ) sc Y eD {� oy
DATE FILED: / 0 C' , cie c� "T PERMIT # a 7 /
REVISION FEE: _ 0 RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.585 �I
(772)482.1553
APPLICATION FOR BUILDING PERMIT E
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PROJECT INFORMATION
LOCATION/SITEADDRESS: (/ l(� U l
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./Cl
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: a
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
CITY: _ STATE:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
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ST. LUCIE CO CERT. #:
FAX:
FAX:
raA:
ZIP:
ZIP:
ZIP:
DEC -4 2018
7
FILE COPY
Permitting Department
St. Lucie County, FL
As
BASIC WIND SPEED 160 MPH 3-SEC. GUST
RISK FACTOR - II
BUILDING CATEGORY ENCLOSED
EXPOSURE CATEGORY B
INTERNAL PRESSURE COEFF, 0,18
WIND DESIGN PRESSURES -
GARAGE DOOR -34.1 / +30 PSF
ALL OTHER OPENINGS +36 / -41 PSF
FOUNDATION 4 SLAB NOTES FOR REAR PORCH FRAME -IN
CUT EXISTING SLAB FOR NEW 12" x IS" FTG.,, OVERPOUR
EXISTING SLAB TO MATCH F.F.E. WITH 3000 PSI CONCRETEI
w/ FIBER -MESH, OVER CLEAN COMPACTED, NON ORGANIC FILL OR
UNDISTURBED VIRGIN SOIL. OVER 6 MIL VAPOR BARRIER
SOIL BELOW NEW CONCRETE FOOTING TO BE TERMITE TREATED
(USE A BONDING AGENT FOR OVERPOUR OF GLEAN EXISTING SLAB)
O PROVIDE (2) 05 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION,
SET IN EPDXY, TIE TO (2) 05 RODS IN NEW FOUNDATION (SEE PLAN)
(� 12" x 18" FTG. w/ (2) 1*5 BARS CONT.
4, FOUNDATIONS ARE DESIGNED ON THE ASSUMPTION OF A MIN,
SOIL BEARING OF 2000 POUNDS PER SQUARE FOOT
5, CONTRACTOR SHALL VERIFY ALL DIMENSIONS
PRIOR TO COMMENCING WORK_
SHEATHING
SEE WALL DETAIL
FOR ROOF DETAIL 2 x 4 - 4' O,C, NAILED
ERHANG I I I I TO BOTTOM OF
OVEE IN I I I I TOP CHORD OF TRUSSES
S
I I w/ (3) 16D NAILS EACH
SIDING OVER I PLY OF EACH TRUSS
VAPOR BARRIER OVER (U ROW 2 x 4 CROSS
15" COX SHEATHING NAILED BRACING IN CENTER
• 6"O.C, w/ 8d NAILS - I OF TRUSS NAILED
w/ (2) 160 NAILS
NAIL G.E. TRUSS BOTTOM I
I
CHORD TO LEDGER I I I I I
e 6" O.C. w/ 16d NAILS i t I I 2 x 4 6' D.G. NAILED
\ _ I TO TOP OF BOTTOM
CHORD OF TRUSSES
SIMPSON FLAT STRAP e �'
STUD TO TRUSS UPRIGHTS— w/ 16D NAILS EACH
MAX 24" O.G, w/ MIN (4) 100 ENGINEERED WOOD PLYY OF EACH TRUSS
TO STUD t TRUSS MIN 2 x 4 LEDGER TRUSSES a 24" O.C.
ATTACHED TO TOP =LATE UPRIGHTS UNDER 3'.
TYPICAL — w/ I6d NAILS s 16" C.G. NO STIFFBACKS REQUIRED
FRAME WALL
TYPICAL GABLE END DETAIL / FRAME WALL N.T.S.
DEFACED / DELAMINATE:D CONCRETE REPAIR
I, REMOVE DELAMINATED OR OTHERWISE WSOUND CONCRETE, FROM AREA
TO BE PATCHED, SAW CUT AS NECESSARY TO PREPARE AFFECTED AREA.
2, DO NOT CUT REINFORCING STEEL, IF REINFORCING STEEL IS REVEALED
REMOVAL SHALL CONTINUE UNTIL 4" of REINFORCING STEEL IS REVEALED.
3, REMOVE CONCRETE AROUND REINFORCING STEEL APPROX. I" AROUND
TO ALLOW NEW CONCRETE TO SURROUND REINFORCING STEEL,
4, COAT REINFORCING STEEL WITH SIKA ARMATEC 110 OR EQUAL.
5, EXISTING CONCRETE SHOULD BE PREPARED W/ A BONDING AGENT FOR PATCH.
6, POUR BACK REPAIIQ AREA WITH A CONCRETE MIX WITH A MIN F-C = 4000 PSI.
MIX SHOULD INCLUDE A CORROSION IN4131TOR ADMIXTURE.
-1, A FORM MAY BE USIED TO ALLOW FOR A PROPER EDGE 4 PROPER DRYING
IN PLACE OF PATCH,
PORCH BEAM
i. -- - -�---. -
r
•12 NAILS G
12" O.C, MAX,
4 6" FROM EA. END
I rr
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2 x 4 SPF STUDS
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I Ir
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FRAME WALL
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EXISTING
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FRAME WALL r
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SLAB - FOOTING
NEW FRAME WALL TO OLD FRAME WALL
ATTACHMENT DETAIL NTS
SIMPSON SP DO
e EAC44 STUD
s I6" O,G. MAX
SIMPSON
SP (X)
e EACH
STUD
r
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DOUBLE 2 x io HF
OR BETTER HEADER
7`-- w 16" CDX PLYWOOD
FLITCH NAILED w/ 16D
12" O,C, 2 ROWS
META 18 FLATSTRAP w/
— (14) 100 NAILS IN EACH
STUD TO HEADER
2X JACKS FOR HEADER
(U JACK FOR SPANS 5'O" OR LESS
(2) JACKS FOR SPANS 5'0" TO 8' O"
(3) JACK FOR SPANS 8'O" TO 12'0"
2X PT BOTTOM PLATE
w/ SIMPSON SP (X) A
STUD 4 JACK TOP 4 BOTTOM
TYPICAL BRCS WALL HEADER
NOT TO SCALE
GENERAL NOTES
1, CONSTRUCTION SHALL FOLLOW "FBC 2011 6TH EDITION"
AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE
CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS,
2, THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY
ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC.
3, ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE
PRECEDENCE OVER SCALED DIMENSIONS,
4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES,
STRUCTURAL NOTES
I. DESIGN LOADS IN ACCORDANCE WITH FBC
2, SOIL BEARING CAPACITY: 2500 PSF
3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,
4, SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 3000
PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS
FOR SIZE AND STEEL REQUIREMENTS.
5, MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
FOOTINGS: 3" BEAMS: 1 It" SUSPENDED SLABS: 1"
6, ALL LUMBER IN CONTACT, WITH CONCRETE - OR
MASONRY WILL BE PRESSURE TREATED.
1. ALL STANDARD LUMBER SHALL BE SPF 03, HEM FUR 03 OF
STUD GRADE WITH A MINIMUM FB - 1200 PSI OR BETTER
6. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS
DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
9, UNLESS OTHERWISE NOTED, THE INSTALLATION OF
SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE.
10. BEARING POINTS OF RAFTERS SHALL HAVE EQUIVALENT
VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF
PLIES OF THE BEARING MEMBER WHEN THE BEARING
MEMBER IS 2 OR MORE PLIES UNLESS NOTED.
11, ROOF SHEATHING TO BE NAILED WITH SD RING SHANK
GALV. NAILS OR EQUAL 4" D.G. EDGES AND 6" O.G. ON FIELD
12. UNLESS OTHERWISE NOTED FOR EXTERIOR -WALLS,
EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL
IS TO BE NAILED WITH 8D RING SHANK OR BETTER NAILS 6" O.C.
EDGES AND 8" O,G. ON FIELD, OR SCREWED WITH DRYWALL
SCREWS Ila INCHES LONG AND 0.131 INCHES DIAMETER
13. EXTERIOR CEILINGS - HIGH RIB LATHE 4 CEMENTATIOUS FINISH OR
EXTERIOR DRYWALL OR VINYL/ALUM SOFFIT
14. THE FLAME SPREAD AND SMOKE INDEX OF THE WALL AND
CEILING FINISHES ARE IN ACCORDANCE WITH 302.9.1 AND 302.9.2
OF THE FBC 2011 6TH EDITION:
THE FLAME SPREAD - 200 AND THE SMOKE INDEX - 490
15. THE INSULATION FLAME SPREAD AND SMOKE INDEX ARE IN
ACCORDANCE WITH 302.10.1 AND 302,10,2 OF THE FBC 2011 6TH ED:
THE FLAME SPREAD - 25 AND THE SMOKE INDEX . 450
16. THE WEATHERING, TERMITE AREA AND DECAY AREA IN ACCORDANCE
WITH TABLE 301.20U OF THE FBC 2011 6TH EDITION:
THE WEATHERING - NEGLIGIBLE AND THE TERMITE AREA - VERY HEAVY
Il. THE BACKER BOARD BEING USED BEHIND TILE IN SHOWER 4 TUB AREAS
18 IN ACCORDANCE WITH 102,4 OF THE FBC 2011 6TH EDITION:
53'-0"
111 �I I a'h al
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MASTER
BEDROOM
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9010 GARAGE DOOR
141-0"
ALL PLUMBING TO FOLLOW
REQUIREMENTS OF THE FBC 2011 6TH ED
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2"
3"
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KITCHEN
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LAv
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UNDER
2"
ll,611
CAB
SHOWER
LAV
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2
3„
WASHER
311
2-
W.G.
3"
211
31
411
PLUMBING
4" C.O.
RISER
DIAGRAM
TO SEPTIC
OR SEWER
SCOPE OF PROJECT
THIS PROAECT /S TO REPLACE t OR
REPAIR THE DAMAGE ASSOCIATED
SH 25
GREAT ROOM
251-011 1 \r
F
ENTRY / PORCH
25'-011
53'-011
FLOOR PLAN
SCALE: 1/4" - 1'-0"
CCq
SD
SW 25
EGRESS
SH 25
13'-4"
BEDROOM •2
5068 By
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DEC - 4 2018
Permitting Department
1 r-minty. FL
GENERAL ELECTRICAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
2014 NATIONAL ELECTRIC CODE & SHALL CONFORM WITH THE
FLORIDA BUILDING CODE & ALL LOCAL CODES.
2. FAMILY ROOMS, BEDROOMS, LIVING ROOMS, SUNROOMS,
DENS, HALLWAYS, CLOSETS, OR SIMILAR ROOMS OR AREAS
TO HAVE ARC FAULT PROTECTION PER 2014 NEC SECTION 210.12 (B)
3. ALL 15 & 20 AMP RECEPTACLES IN KITCHENS, FAMILY ROOMS,
BEDROOMS, LIVING ROOMS, SUNROOMS, HALLWAYS, CLOSETS,
OR SIMILAR ROOMS OR AREAS TO BE OF THE TAMPER RESISTANT
TYPE PROTECTION PER 2014 NEC SECTION 406.11
4. GFI OUTLETS ARE TO BE INSTALLED IN THE KITCHEN, BATHROOM,
GARAGE, & OUTSIDE LOCATIONS AS NOTED (GFI) ON PLANS.
5. FINAL PLACEMENT OF ALL ELECTRICAL COMPONENTS TO BE
DETERMINED BY THE ELECTRICIAN OF RECORD IN ACCORDANCE
WITH THE 2014 NATIONAL ELECTRIC CODE & SHALL CONFORM
WITH THE FLORIDA BUILDING CODE & ALL LOCAL CODES.
6. ENGINEER OF RECORD NOT RESPONSIBLE FOR ELECTRICAL PLANS
11
HOME OFFICE
ram -e,-)4e
ST. LUCIE CO
BUILDING I
REVI E
FOR CO PL E
REVIEWED P`/
DATE It I I
PUNS AND P RMIT
MUST BE KEPT O J03 6R
NO INSPECT ION WI L BE MADE
TH SE PLAIDS AM ALL PROPOSED WORKi
AR SUILECTTO ANY CORRECTIONS
RE OIREORYFIUUPECTORS THAT
MA I 6E NECFJARY IN ORDER TO
C PLYVITHALLAPPLIC CO0E3,
N
- CO CFALED FASTENER$ OR ATTACH,
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
140W:M
BATHDO Q
13'-4"
SH 25 EGRESS
14'-0"
ELEC-TRICAL LEGEND
ELEC'IRIcA
SYMBOL
CARBON MONOXIDE -
SMOKE DEFECTOR COMBO
ce
ab
DOOR CHIME
20
EXHAUST FAN LIGHT
FAN LIGHT COMBO{
}
L
FLUORESCENT 4' LIGHT
GARAGE DOOR OPENER
GFI OUTLET
uu(
GPI OUTLET • 42
GFr • 42"
GPI WATER PROOF
(flyVRGFI
LIGHT
{ }
OUTLET
PANEL 200 AMP
PANEL
2000 AMP
PULL CORD LIGHT
- }ftu-
TCORD
PUSH BUTTON
Q
SWITCH
=14 RECENT FIREOAMAGE
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
THE ROOF /S BEING REPLACED W1774
A N4-W TRUSS SrSTEM r 5v METAL ROOF,
FIRE RESTORATION FOR
THE FOLLOWING PRODUCTS WILL BE IRE RESTSALEORATION
,ALL DOORS t /UINOOWSI ,ARE BEING REPLACED
INSTALLED IN THE STRUCTURE LOCATED AT: O ROAD
SOME INTER/OR / EXTERIOR MOD/F/C,4T/ON8/
FT, PIERCE, 34951
PROD, DESIGN
PRODUCT
RENOVATIONS .ARE BEING DONE AT T,4E SAME
TIME AS NEEDED-., t FJ_ECTR/CAA_, PLUMBING,
PRODUCT
MANUF.
MODEL "
PRESSURES
APPROVAL
NEW/ WALL M4M/NCR INSULAT/ON, ETC ETC>
ALL WORK /S TO BE DONE PER THE
EXTERIOR
SMOOTH STAR
FBC 2017 6TH EDITION PER THESE PLANS,
SWING DOOR
+/-&I PSF
THERMA TRU
IMPACT
FL 5891.2
AREA SQUARE FEET
MAIN LIVING 1486
ADDITIONAL LIVING SPACE Be
TOTAL LIVING SPACE 1545
ENTRY PORCH 150
GARAGE---_„�. 261
TOTAL SQUARE FEET 1910
SLIDING DOOR
+/-50 P8F
CUSTOM WINDOW
SYSTEMS
8800 PVC
IMPACT
FL 20838.1
LEVEL II
LEVEL
SH WINDOW
+61 5 / -15 PSp
CUSTOM WINDOW
SYSTEMS
8100 PVC
SINGLE HUNG IMPACT
FL
ALTERATION
GARAGE DOOR
+41,1 / -46.4 PSF
HASS DOOR
COMPANY
PAN SERIES
GARAGE DOOR
FL 16660.11
ROOFING
-86 PSF
EXTRE ME METAL
LLC
5V CRIMPFABRICATORS
26 GA, METAL
FL 11022,1
I HAVE REVIEWED THE ABOVE
COMPONENTS AND CLADDING, SCANNED
AND HAVE APPROVED THEIR " BY
A/C BY OTHERS
NOTICE:
It is important that the Client and Contractor examine the
drawings and documentation In detail, It shalt be the final
responwbllity of the Contractor to review and double check
the plane for acourecy and compliance with regulatory
agencies. It Is COetomary and ordinary not to Include detatle
well wtthin the knowledge of licensed Contractor. If
necessary, furthef clarification of these plans should be
achieved beForLa signing the conetructton contract and
obtaining a buttaing permit, otherwise the Contractor assumes
responetbtltty for the constructton in question, Methods of
construction shall be determined by the Contractor.
- RELOCATION OF ANY UTILITIES ARE NOT NOTED ON THESE PLANS
USE IN THE STRUCTURE TO i i Lucie County
PROVIDE ADEQUATE RESISTANCE
TO THE WIND LOADS AND FORCES v
SPECIFIED BY THE CURRENT CODE
PROVISIONS.
AS SIGNED, SEALED t DATED HERE...
PERMIT •1801-0140 — -
RELOCATED LAUNDRY AREA -
REVISED MASTER BEDROOM
4 BATH •2 LAYOUTS
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0 Copyright 2015
ROBERSON
DESIGN GROUP
All rights reserved.
REVISION DATE
I1/26/18
JOB • 18100
DATE : 7/S/18
DRAWN BY SR
SHEET
of 2_