HomeMy WebLinkAboutRevisions, chg slab OFFICE USE ONLY: (�
DATE FILED: �`a\a PERMIT# �)LC O / —0,5 7U
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION RECEIVED
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 AUG 0 2 2021
(772)462-1553
St.Lucie County
APPLICATION FOR BUILDING PERMIT REVISIONS Perm!klnc
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: SL P C'e;1 Corl-WrL'-0-60N Inc .
QUALIFIERS NAME: —]p<c. S'�c a
ADDRESS: pL05 (,ter.} Cr
CITY: f—�r'y'c C- STATE: L ZIP: yy /
PHONE(DAYTIME): '] D- a fo 7 o'Y `� FAX:
OWNER/BUILDER INFORMATION:
NAME: M ( G Z ( L cvti cr\
ADDRESS: S I sw C f /t, Ct4 S
CITY: pq r t--S j-L uc<L STAT : _ ZIP: S
PHONE(DAYTIME: -7 7 ,�- 3I S 3y 33 FAX: XJMA
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): , FAX:
SLCCC: 9123109
Revised 06130/17
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RECEIVED `
AUG 0 2 2021 j
RECEIVED
St.LUoie Gnunty
Perm itt1-. APR 19 2021 i
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1.THESE PLANS PERWAIN ONLY TO THE SIRUC LIRE.INCLUDING WN WIND FORCE RESISTING PONENTS AND
CLMOtNG A D BASE RAIL ANCHORAGE.OTHER DESIGN ISSUES.INCLUDING BUr NOT UNDED TO PU MBNG.ELECTRICA"
NGRESS7EGRESS.PROPERTY SET-aAm.FINISH FLOOR ELEVATION AND SLOPE,OR OTHER LOCAL V MG REOUIREVZITS s
ARE THE RESPONSIBIUTY OF OTHERS.2.THIS STRUCTURE IS DESIGNED AS A NON-HABITABLE U ILITY/SLORAGE BWLDNO(RISK CATEGORY 1)CAPABLE OF lt
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS.NPRO S NOT SPECIFICALLY •v M.rAN --D.
ADDRESSED HEREIN,INCILWNG DOORS,WINDOWS,OR OTIHR OONPDNENTS NOW LLSTFD N THE MC APPROVED PRODUCTS r y m
UST,AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYYNEEtE..INC..WHICH EXERT ADWI ANAL LOADS ON THE C
STRUCTURE SMALL BE AT THE CWHER'S RSK.CARPORTS ANYWHERE NOR IM 90MRINC DESIGN SHALL NOT BE n tr, i�t () CODE VERSION 2D20 7A EsRfbn
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF AODMDNAL LOADS- )ITT --16
3.THIS BWLOWG IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2 0' < ACTU:RR ANYWHERE
4.ALL STEEL TUBING SMALL BE 60 KSI STEEL AND MEETS/EXC®S GALVANIZATION PER AMU A1003/A1oD3M-1r,. c:
3.PWMRN E L.#NDR G. EWdroESS/EGRESS.PROPERTY SET-BACKS ANO/O tlR OTHER LOCAL CODE REQUIRE! IS ARE THE `_ V BUILDING TYPE STRUCTURE
RESPONSIBILITY OF THE OWNER. i NV CaP{SIIILICi1011 TY� -
e.ROOF AND WALL SHEATH"SECURED WITH 112-14x3/4'SELF-DRDLNG SCREWS WITH SEAL WASHERS 0 B'O.C.MAIL. 13 RISK CAIETARY 1
7.FIELD FRAMING CONNECTIONS SECURED WITH/12-14x3/4'SELF-DIOWNG SCREWS. N FIRE PROTECTION
4 ALL SHOP FUMING CONNECRONS ARE TO BE WELDED.NO WELDING ONSITE.ALL WELDING DONE IN SHOP BY A CERTIFIED n FARE SUPPRESSION SYSTEM
B.CONCRETE EXPANSIONS ANgFWs ARE TO BE MINNUM 1/2'DIAMETER k 2.1100LB TENSILE STRENGM. OCCUPANCYWIND
U
10, 12 OR 14GA.FRWNG IS SB'x*TUBE STEEL.NIPPLES ARE 2.25'"'TUBE SRB:1.. SPEED -140m
CKPOSM
-0' 2' ENCUXAJIRE
INTERNAL PRESSURE COEFF." .- -0.18
. FA_______ � 01PDRTANOE m A .
('--- i 9 ROOF DEAD LtuD DPSF
i I I ROOF LIVE LOAD OR 3000 PA-
FLOW DEAD LOAD IOPSF
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1'x6}'EXPANSION ANCHOR WITHIN 0' FLOOR lO WALLS 6DPSF
li OF EACH POST/TRUSS ALONG SIDES MOIXIIFS ES PER
BUILDING 1
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AND EVERY OTHER END-WALL POSTAm- P
HURRICANE PROTECTION USAGE No
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1 3'MIN• BASEfWL SOWtif FOOTAGE MOW SQ.FT.
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GRAD- REM51016
I—I 66SfYIPLON DATE BY
ROLL-1
:• _�� SLAABBWmiSDC�W.W�.F. DODRi 4
1 -70 BE TREATED AND COVERED WITH B MU.VAPOR RETARDANT PER SECTION I OR 1 MFSFI
R316 AND 1B16 OF THE 2020 FLORIDA BLODNG COD&7TH EDITION i^—I2'
T -BOTTOM of CONCRETE FOOTM SHALL.BE MUMNM OF Ir BEIDW UNOISRIRSID OR (2 RkDAR O 8'O.C.
ENGINEERED GRADE MNBAUM SOIL BEARNG YAM MNI.WM j
Wff2.500 PSI COMPI�Aff STRENGTH AT 2B DAYS CAPACITY 5Do PSi(TYP.) y{pyEpEAp SAUCE
ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCLIRE SHALL BE
DESIGNED TO ROPE AWAY FROM THE STRUCTURE CONCRETE FOUNDATION,/DOUBLE y
-U �40 SIM BASE RAIL ANCHOR DETAIL If1H
-REBAR MAY BE DENT IN SHOP OR FIELD PROVIDED; �I I/G/21
-THE REBAR IS BEAR COLD Z J.rniOorr R.W.Port'Ptm
oT ROLL UP B-BM-THE BLAMETER OF OV•MEIERs:AF10 THE BEIiO MEASURED ON THE ASIDE DOES NOT EXCEED G
2.6' PLAN VIEW DOOR I Em 70'L X 40V A IBA
iD0 -ENFORCEYE T PARTIALLY EMBEDDED M CONCRETE SHOAL NOT BE FIELD BENT
EXCEPT IN 04M WHERE DCWFI•S NEED TO BE BEET TO ALIGN WITH A VFRDCN- RE' SA\\\`VY IT 111 1,
cal- THESE ROM MAY BE BEVY NOT 70 EXCEED 70 SLOPE OF 1'
p I HomoNTALLY TO O'VERTICALLY. oDR YI D N! I `����5��•"- 4�
I -COVER I
i -3"COVER MONILNII WHERE 7NE CONCRETE IS CAST AGAINST AND PERMANENTLY
CONTACT YAM SOIL OR WEATHER.AND it FLSEWNERE ROM EMBEDDED IN ELEVATION VIEW
5-
IN �•
GROUTED Co SMALL NAVE A WNLWLM GEAR DISTANCE OF}'FOR FINE f =•k •k *^
a E to GROUT.AND J'FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL.. DOOR FRAM 1 )4v
REBUT USED N MASONRY WATTS SLNLL FIVE A MASOLIRY COVER(INCWDNOGROUO CA NOT IE1S THM)z'FDR MASONRY UNITS WRN FACE DWOSEO TO 1 ;' BTAmGF ��
EARTH
R WEATFIER,AND jr FOR MASONRY UNITS HOT EXPOSED 10 EMM OR .763 _ ROLL-UP � i�D��s�H)I' &```
{� DOORJ
I IAA ONAA. \�\
i +''6.`• AL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY AA/llllll\1\\
- B-i T�'Pu�RE OED IN sts LudLsExr�sFn OPTIONAL ROLL—UP DOOR i c
Y TO WEATHER SWUl BE STAINLESS SDIl.OR HIOT DIPPED CALVAWED. Digitally signed
`t may, CONCRETE SPLASH-GUARD RECESS i
s� I by Matthew '
i
MIN. 2,.50E ' 4, wit TOGA.W.W.F. (OR Baldwin- .
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FIBER MESF�T1t�D 2 c"(jEIN O FOOTER PERIMETER
-'"------^-------- --^` `--_��-- '— RL`iSi.-------------- -----------------1-12'x12"`REINFORCED ROOTER---'__'-------'--- O Date.2021.01.09
3B—5 13:21:51 -05100E
^ Z IAuBAar T.Baldpin P.E.
F orw UcOn.. 5ABOB
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AN EL L
" f THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES n CA-1 OF 4
`• � G 'R W ti
RECEIVED
L CO APR 19 2021
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