HomeMy WebLinkAboutRevision 4-12-22OFFICE USE ONLY: /
DATE FILED: ` _ q,
REVISION FEE:
LOCATION/SITE
ADDRESS:. L107
Cl *1? PERMITle —s 1 l 7
# � !
"gyp L� �ZQZ2 RECEIPT # ✓ii
WING & DEVELUFNIr
LDING & CODE REGUL I
2300 VIRGIN,
FORT PIERCE, F�
(772)462�
APPLICATION FOR BUILD$
PROJECT INFORMA
DETAILED DESCRIPTION PROJECT
REVISIONS: ('/\ es
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
OWNEf"U�ILDER INFORMA�}TION:
NAME -
ADDRESS:
CITY: n rle� STATE:
PHONE (DAYTIlWIE:
r
ARCHITECT/ENCGINEER INFORMA'I'It
NAME: �i�0n crf-5
ADDRESS:
CITY: � ) eVb
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130/17
STATE:
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ST. LUCIE CO CERT. #:
FAX:
FAX:
PAX:
ZIP:
ZIP:
ZIP:
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GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017
FLORIDA BUILDING CODE (6TH EDITION), LATEST EDITIONS OF ACI 318, NCMA, NATIONAL FOREST
PRODUCT ASSOC., NDS, TPI, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT
GOVERN THIS BODY OF WORK.
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES.
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE
1.
RISK CATEGORY:
II
2.
CODE REFERENCE:
2017 FLORIDA BUILDING CODE - RES (6TH EDITION) & ASCE 7-10
2017 EXISTING FLORIDA BUILDING CODE (6TH EDITION)
3.
BUILDING DESIGN:
ENCLOSED
4.
MEAN ROOF HEIGHT:
<=15.0'
5.
ROOF PITCH:
<=6:12 (EXISTING)
6.
GCpi:
± 0.18
7.
WIDTH OF END ZONE:
A = 4.0'
8.
WIND SPEED:
160 MPH (Vult) 3-SECOND GUST
124 MPH (Vasd) 3-SECOND GUST
9.
WIND EXPOSURE:
B
10.
ADJUSTMENT FACTOR:
1.00
11.
SUPERIMPOSED LOADS:
FLOOR (DEAD)
20 PSF
FLOOR (LIVE)
40 PSF
WALL
18 PSF
12.
SHEAR WALLS WERE CONSIDERED
13.
A CONTINUOUS LOAD PATH WAS PROVIDED
14.
COMPONENT & CLADDING DETAILED
15.
MINIMUM SOIL BEARING PRESSURE
IS 2,000 PSF PRESUMPTIVE
WINDOW AND DOOR NOTES:
1. WINDOWS, DOORS, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER
THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS.
2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION
R301.2.1.1 OF THE 2017 FBC RESIDENTIAL CODE. PROTECTION SHALL BE DESIGNED FOR THE
SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING.
3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER
MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED.
TIMBER NOTES:
1. EXTERIOR FRAME WALL SHEATHING TO 5/8" APA SHEATHING, SPECIES GROUP 1, SPAN RATING OF
24/0 OR BETTER. UNLESS OTHERWISE NOTED, INSTALL WITH FACE GRAIN HORIZONTAL. PLYWOOD
SHALL BE 4 PLY MINIMUM. NAIL TO STUDS USING 10d NAILS @ 4" O.C. AT PANEL EDGES AND 10„
O.C. IN THE FIELD. DECREASE SPACING PER PLAN. AT SHEAR WALLS, NAIL TO EACH STUD AT THE
END OF THE WALLS FOLLOWING THE EDGE SPACING. BACK OUT AND REMOVE ALL NAILS THAT DO
NOT FULLY PENETRATE/MISS FRAMING MEMBERS..
2. FLOOR SHEATHING TO BE 3/4" T & G COX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH
FACE GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED & NAILED WITH 10d NAILS 6" O.C. AT
PANEL EDGES AND 12" O.C. IN THE FIELD.
3. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES,
WINDOW BUCKS, & HEADERS: SOUTHERN YELLOW PINE #2 OR BETTER
BOTTOM PLATES AGAINST CONCRETE: PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR
BETTER
4. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE
AN APPROVED SEPARATING MATERIAL.
5. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS
SHALL BE COMMON WIRE NAILS, SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD.
EXTERIOR COMPONENTS ATTACHED TO THE WALL (SIDING, ETC):
1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET
THE WIND PRESSURES SHOWN.
2. END ZONE !S AT EXTERIOR CORNER, UNDER ROOF ZONE 3. INTERIOR ZONE IS REMAINDER,
WALL ZONE
END
29 PSF
24 PSF
INTERIOR
23 PSF
21 PSF
MINIMALLY EXPANDING
POLYURETHANE FOAM OR
APPROVED CAULKING
(AROUND WINDOW RSO)
WINDOW WITH INTEGRAL
MOUNTING FLANGE
TYPICAL WALL WOOD SIDING
WOOD FURRING TYVEK..
INSTALL TYVEK S FLEXWRAP
OVER MOUNTING FLANGE. LAP
TYVEK & TAPE JOINTS
NOTE: "SEAL ALL TYVEK�� JOINTS AND PENETRATIONS WITH APPROVED TAPE.
(ex. DUPONT CONTRACT OR TAPE).
`FASTEN TYVEKS TO SH THING WITH LARGE HEAD NAILS
OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS)
`LOCAL LAWS, ZONING, ND BUILDING CODES VARY AND
THEREFORE GOVERNS�VER MATERIAL SELECTION AND DETAILING SHOWN BELOW.
WINDOW HEAD DETAIL
S-1 SCALE' V _ ,-0"
V-8„
STRUCTURAL FLOOR PLAN (�D NEW ROOM
SCALE: 1/4" = T-0"
PRODUCT APPROVAL INFORMATION
PRODUCT
MANUFACTURER
FLORIDA PRODUCT
DESIGN
MAX. DESIGN
GLASS TYPE
METHOD OF ATTACHMENT
APPROVAL NO.
PRESSURE
PRESSURE
#10" X 1-1/2" SCREWS @ 6-1/4"
IMPACT SINGLE HUNG
SILVER LINE BLDG.
FL 14911
+27/-30 PSF
+55/-60 PSF
1
FROM EA. CORNER & 12-1/2" O.C.
ALINE
@THE JAMBS
DOORS
JELD-WEN
FL 16708.2
+261-29 PSF
+120/-150 PSF
1" INSUL. LAM.
HEAD/3" FROM THE EDGE & 17-1/2"
O.C. MAX. `THE JAMBS
FRENCH DOORS
JELD-WEN
FL 16708.6
+25/-28 PSF
+/-50 PSF
1" INSUL. LAM.
IHh
HEAD/Y FROM THE EDGE & 17-1/2"
O.C. MAX. THE JAMBS
WINDOW WITH INTEGRAL
MOUNTING FLANGE
MINIMALLY EXPANDING
POLYURETHANE FOAM OR
APPROVED CAULK
(AROUND WINDOW RSO)
WRAP TYVEK.,.,"
LAP &�TAPE "TYVEK
FASTEN TYVEKS FLEXWRAP*"'
CORNER USING MECHANICAL
FASTENER
INSTALL TYVEKS FLEXWRAPTM
AROUND PERIMETER OF OPENING
CAULK
TYPICAL WALL WOOD SIDING
WOOD FURRING TYVEK.""",""",.
NOTE: *SEAL ALL TYVEKS JOINTS AND PENETRATIONS WITH APPROVED TAPE.
(ex. DUPONT CONTRACTOR TAPE).
'FASTEN TYVEKS TO SHEATHING WITH LARGE HEAD NAILS
OR USE NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT WRAPCAPS)
'LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND
THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW.
WINDOW SILL DETAIL
SCALE: 1" = V-0"
(x) REPRESENTS HTT5 ON (2)
STUDS @ SHEAR WALL ENDS
NOTE: ALL DIMENSIONS TO BE
VERIFIED IN FIELD
= EXISTING WALL TO BE REMOVED
® EXISTING WALL TO REMAIN
- NEW WALL (WOOD FRAME)
SQUARE FOOTAGE
A/C
AO/O
TOTAL
EXISTING GARAGE - NEW ROOM
431
431
EXISTING PORCH - NEW FLORIDA RM.
267
267
TOTAL -PROPOSED
431
267
698
NEW 2 X 4/8 WALL ATTACHED TO
EXISTING CMU WALLIHEADER W/
1/4" X 2" EMBED. TAPCONS @ EA.
END & 16" O.C. MAX
+25/•28 PSF
NEW 2 X 4 WALL ATTACHED TO
EXISTING CMU WALL W/ 1/4" X
2" EMBED. TAPCONS @ EA. END
& 16" O.C. MAX.
FLORIDA ROOM
EXISTING
RESIDENCE
TO REMAIN
7
STRUCTURAL FLOOR PLAN @ FLORIDA ROOM
SCALE: 1/4" = V-0"
EXISTING TIE -BEAM OR
DOUBLE BOND BEAM, V.I.F.
NEW 2 X 4 WALL ATTACHED TO
EXISTING CMU WALL W/ 1/4" X
2" EMBED. TAPCONS @ EA. END
& 16" O.C. MAX.
F
F1,17 r' Pl(
RFMF�IIED FOR
O'A D-` ;.-OMPLIANCE
ST. LUCIE COUNTY 80CC
/)7-J- -C-
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EXISTING ROOF AND
TRUSSES TO REMAIN
STING TIE -BEAM OR
DOIUBL BOND EAM,V.LF.
/ INSTALL ALL WINDOWS &
r j //t DOORS PER FMA/AAMA 100-12 '
' SPECIFICATIONS FOR WATER 2 X 418 WOOD STUD WALL 16" O.C. W/
IJY N✓ D SEE PLAN FOR SIZE TIGHT INSTALLATION STUCCO FINISH W/ WIRE LATH OVER
/ /r TYVEK VAPOR BARRIER ON W/ 1/2" COX
/ r ` SHEATHING W/ 8d NAILS @ 6" O.C. AT
THE EDGES & 10" O.C. IN THE FIELD
zl
1/2" GYP. BD. DRYWALL
SIMPSON H2.5A @ EA..
WINDOW SILL TO
r j STUD W/ (10) 8d NAILS R-13 INSULATION
' / r (5 EA. SIDE)
ALL GYPSUM BOARD TO CONFORM
TO ASTM C5, C22, C20, C35, C59, C611
C587, C631, C847, C933, C1032 AND
6" TERMITE INSPECTION STRIP C1047 AND SHALL BE INSTALLED IN / REQUIRED
T&
SIMPSON SP8 @ OPENING COMPLIANCE WITH ASTM C843/44
& @ 32" O.C. TOP BOTTOM
SIMPSON SP4/8 @ 32'
r / STUCCO INSTALLED O.C. @ TOP/BOTTOM
IN CO /
r / / (2) 2 X 4/8 PT #2 SYP BOTTOM PLATE IN COMPLIANCE WITH ASTM C
ATTACHED TO FOUNDATION W/ 518" X 7" 926 & C 1063.
EMBED ALL THREAD W/ 2" X 3116" WASHER (2) 2 X 4/8 PT #2 SYP BOTTOM PLATE
(RECESS WHERE REW), DOWEL & EPDXY @ ATTACHED TO FOUNDATION W/ 5/8" X 7"
r 24" O ., EA. CORN & NEXT TO EA. OPENING EMBED ALL THREAD W/ 2" X 3116" WASHER
(RECESS WHERE REQ.'), DOWEL &EPDXY
r r. @ 24" O.C., EA. CORNER & NEXT TO EA.
OPENING
ul ;77v"7.7,:r7,�� U1_1 ..... ..... ... . .......... ------
eWALL IN -FILL DETAIL- @ NEW ROOM
S-1 SCALE: 3A" = 1 W"
EXISTING CONCRETE SLAB
AND FOUNDATION, V.I.F.
eS_1
2 WALL SECTION @ NEW ROOM
SCALE: 3 J. = p.0"
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PROJ.NO. 20410
DATE 02/25/2020
SHEET NO,
S-1
SHEET 1 OF 2
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