HomeMy WebLinkAboutRevisions OFFICE USE ONLY: Q� t
DATE FILED: PERMIT
REVISION FEE: ��00 RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE,FL 34982-5652
(772)462.1553 FEB 01 2018
APPLICATION FOR BUILDING PERMIT REVISIONS ST, Lucie County, Permitting
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
7 Ls 0 L!24 le Or ✓�
l=am,-t P. rye F t 3 y9 s l
DETAILED DESCRIPTION OF PROJECT
REVISIONS: _
l?e2 '9
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: U Fr v C (,os s
QUALIFIERS NAME: L),-„ I-,')0 +rJ,
ADDRESS: I LJ CAL k;e 14 v.)rr
CITY: STATE: j l'--1 ZIP: 3)qL-o
PHONE(DAYTIME): -5- FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: S';ATE: ZIP:
PHONE(DAYTIM F,111 '• 9 FAX:
ARCHITECT/ENG N I + T �
NAME: bbb'���
ADDRESS: rl
CITY: . NO 1 w ..r S A Zm.
.
PHONE(DAYTIME : FAX: Um
SLCCC: 9/23/09
Revised 06/30/17 REVISION
GENERAL NOTES:
1' CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION
2. THE DESIGN 8 CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE 2017 FLORIDA MMP80N MIS30 wi(N)tmx tnm V)
BUILDING CODE(STH EDITION),ACI 318-05,NCMA.NATIONAL FOREST PRODUCT ASSOC..NDS,TPI-95,AND NAILS FgpA NEW r x�'wALLreEAM
ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. '�Y'roBT' 5��' EieBTWOwNc.SFIAtroRFIMN •v
3. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES. TO
DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE _
RECEIVED ON 8
F 1. RISK CATEGORY: 11 V) La
2. CODE REFERENCE: 2017 EXISTING FLORIDA BUILDING CODE(6TH EDITION) trz•cYPeuM
2017 FLORIDA BUILDING CODE(8TH EDITION)8 ASCE 7-10 r x r n sY.TOP PLATE aoFulo ITVP. \w P
3. BUILDING DESIGN: ENCLOSED FEB 01 2019 ATTACHEDTO EXISTWGTRUSS $ op
WI LY%e•EMSED w/r x 1H' z
4. MEAN ROOF HEIGHT: <75.0' WASHER S.S.OR GALV LAo O D)rxr0SYP SFJ,Lt WI Sr cox FLITCH `�•/a�8 u
5. ROOF PITCH: 6/12 DEGREES ST,LUCIt CounCy,PMfDl It ng EA.ENO a 2V O.C. 7✓
6. GCPII: ±018
--- •Laino- (OR EEO.)A OR0W of(z)i m
7. WI DTH OF END ZONE: A.4.D NAILS a M.END 61r O.C.MAx. O
8. WIND SPEED: 160 MPH(Vult)3-SECOND GUST NmesrR,w BEAM Assr.ro ExlST.rxrM `^
124 MPH(Vasd)3-SECOND GUST CONCEALED FASTENERS OR ATTACHMENTS 9. WIND EXPOSURE: C NOTE NMST-12 OR ts)tse
L'o 10. ADJUSTMENT FACTOR: 1.21 ARE THE RESPONSIBILITY OF THE NAILS®EA.END a 3r D.G.MAX.
11. LOADS: THROUGHOUT
a FLOOR 40 PSF CONTRACTOR OF RECORD NEW WINDOWS,BEE PRODUCT APPROVAL {Tp m
ROD/DEAD 17 PSF $m
ROORLIVE 20 PSF R
WALL 18 PSF IF1eTALLALLwwoowsa
12. SHEAR WALLS WERE CONSIDERED OOORS PER FMVAAMA 13011
9PECIFrATgNB FOR WATER
13. A CONTINUOUS LOAD PATH WAS PROVIDED TIGHT INSTALLATION \t1 I1i11j/////
14. COMPONENTS CLADDING DETAILED p
15. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE rxr WOOD STUD w-W SIMPSON \\\\\Jit ..�•y�/�
H2.SA TOP830TIOM W/l13)IC NALS IS \ L
WINDOW AND DOOR NOTES: ALL MANUFACTURES LABLES SHOWING WIw NAILSOVO.C.ATTHEEEDGEsalW `\ •\ i
O.C.IN THE FIELD(W13 N15UU TION) `
U FACTORS AND SHGC COMPLIANCE �' p ;
1. WINDOWS,DOORS,SHUTTERS,AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE P.T.Y%1'SYP.BOTTOM RATE W/1N•X
r:
WTTT1 FBC ENERGY CODE MUST 3'EMBED.TAPCON9O EA END a te'O.C. .-.
MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. •Z w ¢
Mq%.I WHERE HEW WALL MEETB E%IBT.
2. ALL F�(TERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.1 OF REMAIN ON ALL DOORS AND WINDOWS ATTAGN W/,/a•x 2trr ENDED.LAc �j V N J• -
THE 2014 FBC RESIDENTIAL CODE.PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN 11t`fiL INS^C-CTIONS ARE APPROVED SCREWS TOP/BOTTOM 3 CENTER
PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. (STAGGERED) Z'•, \
3. ALL WINDOWS AND DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS,AND AS PER i O
EXISTING-FOUNDATION TO /,,f,•y^., -11R 1�
MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. RENAIN.VALE. 3>• ,FPR I
TIMBER NOTES: 177((-a0a�
ST.LUC'TF T T'.�•TY Ei `r. "'
1. EXTERIOR FRAME WALLS SHEATHING TO BE SHEATHED WITH 12'OR 5/8'APA SHEATHING,SPECIES j4Ry1F.W ED FOR COa1����F '��
GROUP 1,SPAN RATING OF 2410 OR BETTER.UNLESS OTHERWISE NOTED,INSTALL WITH FACE GRAIN YY //����`"'��
HORIZONTAL.PLYWOOD SHALL BE 4 PLY MINIMUM.NAIL TO STUDS USING ed NAILS®4.O.C.AT PANEL RlsV IGlyLll Ill e Y}�jlI
EDGES AND W O.C.IN THE FIELD.DECREASE SPACING PER PLAN.AT SHEAR WALLS.NAIL TO EACH STUD sr� a
AT THE END OF THE WALLS FOLLOWING THE EDGE SPACING.BACK OUT AND REMOVE ALL NAILS THAT DO I�AT�
NOT FULLY PENETRATE/MISS FRAMING MEMBERS.. PLAN.3 AND PI'J),yV'�1 i•��T h! IV IL I UN JO
2. FLOOR SHEATHING TO BE 314'T&G COX SPAN RATED STRUCTURAL PLYWOOD,INSTALLED WITH FACE OR NO INAPRCPIO�W l�.l'6R �kDETAIL`'BAY WINDOWS
GRAIN PERPENDICULAR TO FLOOR FRAMING GLUED&NAILED WITH 10d NAILS e'O.C.AT PANEL EDGES SCALE:12'•V-7AND 12'O.C.IN THE FIELD.
3. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH:
3.1. INT.6 EXT.BEARING WALLS,TOP PLATES,WINDOW BUCKS,8 HEADERS:
3.1.1. SOUTHERN YELLOW PINE#2 OR BETTER
3.2. BOTTOM PLATES AGAINST CONCRETE: y
3.2.1. PRESSURE TREATED SOUTHERN YELLOW PINE 02 OR BETTER �fl w
4. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN a
APPROVED SEPARATING MATERIAL. 2'X 4.STUD WALL ATTACHED Tit
5. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED.ALL NAILS SHALL TO EXIST.WALL WI 114' p
BE COMMON WIRE NAILS.SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. TAPOONS(FOR CMU)C A.O.C. p L
FROM EA COLUMN 6 IT
STAGGERED CENTERS
WIND LOAD DESIGN CRITERIA: THROUGHOUT c
g 1. DESIGN WIND LOAD ON INDIVIDUAL ROOF TRUSSES BASE UPON TRIBUTARY AREA SHALL BE AS FOLLOWS. so
O o
2. SEE ROOF PLAN FOR ZONE LOCATIONS.
3. OVERHANGS SHALL INCLUDE PORCHES,BALCONY ROOFS,ETC. „•, ,
A 4. MAXIMUM DEADLOAD RESISTING UPLIFT SHOWN BELOW SHALL BE B PSF.
8 (5)2'-0' ..
EXTERIOR COMPONENTS ATTACHED TO THE WALL(SIDING,ETC): NOTE:DPssHOWNFORMULLEO '38 I
NUMTS ARE FOR EA W WDOW W
m 1. EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER MANUFACTURERS REQUIREMENTS TO MEET
S THE WINO PRESSURES SHOWN. NOTE:ALL DIMENSIONS TD SE `� LS - vi
g2. END ZONE IS AT EXTERIOR CORNER,UNDER ROOF ZONE 3.INTERIOR ZONE IS REMAINDER. VER1:ED IN FIELD i
NOTE: ■PROVIDE VERTICAL 45 BAR _ �q
WALL ZONE AT ALL CORNERS,EA SIDE OF WINDOWS
.. 6DOORSa®ro.0 MAX.
" END 35 PSF 28 PSF
r INTERIOR 28 PSF 25 PSF FLOOR FRAMING PLAN
SCALE:3010-1'-0' "
S-1
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