2353 Barefoot Tr RES20-0094 Kitchen RemodelOWNER:ADDRESS:CITY:STATE:ZIP:
CROSS THOMAS
RAYMOND JR 2353 BAREFOOT TRCE ATLANTIC BEACH FL 32233-6604
COMPANY:ADDRESS:CITY:STATE:ZIP:
Faith Works Construction 2972 Thunder Rd Middleburg FL
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169463 0080 OCEANWALK UNIT 01
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
2353 BAREFOOT TRACE RESIDENTIAL ALTERATION
RESIDENTIAL kitchen remodel $30000.00
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL: $315.19
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 8/20/2020
PERMIT NUMBER
RES20-0094
ISSUED: 8/20/2020
EXPIRES: 2/16/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
2 of 2Issued Date: 8/20/2020
PERMIT NUMBER
RES20-0094
ISSUED: 8/20/2020
EXPIRES: 2/16/2021
RESIDENTIAL PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $315.19
RES20-0094 Address: 2353 BAREFOOT TRACE APN: 169463 0080 $315.19
BUILDING $205.00
BUILDING PERMIT 455-0000-322-1000 0 $205.00
BUILDING PLAN REVIEW $102.50
BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50
STATE SURCHARGES $7.69
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61
STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08
TOTAL FEES PAID BY RECEIPT: R12882 $315.19
Printed: Thursday, August 20, 2020 1:30 PM
Date Paid: Thursday, August 20, 2020
Paid By: Faith Works Construction
Pay Method: CREDIT CARD 354936479
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R12882
Revision Request/Correction to Comments ""ALL INFORMATION
HIGHLIGHTED IN
il?I--''-'L'f-U'-M'Llantic Beach_Building_DepartmentL-________ -"GRAy_IS-REQUIRED. __ -+-_-+
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab .us PERMIT #: _______ --'
',,-1 Revision to Issued Permit I 1 Corrections to Comments Date: Y-~<9-J.O
Project Add ress: ---':;."----'=~='S'-=3____"'{3=I'\-'-'-r--=-e-fo'--=--'o'-'-rf_fr;_A-C_e___','___A_+-_I/VII_f-.__=( C,--' _~----'----'--'I-,-P_L -,-I -,",3:...t2~'-L),,-,,5L..3=-----,
OR
Contractor/Contact Na me: -=4:....:..-'!-'-f,'-,I-r'-'~'-=-"d-::.c'L.t.(--'-_+--fi;_'~'--'-'-t'_t1.-----'WO'_____~ _ __=;;S=__Ce=_=_f\-'-dr=----'--_c._A-,-----'-t.-=-() '-'11 ____ _
contactPhone lqof.() V;;"I.f-(,'3,}..! Email: fJLWPWC@(J/.7Cl.ll , CO/V}
Description of Proposed Revision / Corrections :
/..NI·'Y ~I:.td affirm the revision/correction to c0llJ.T.ents isinclusive of the propose!! changes.
(printed name) r,-r,'/11 1,J.,I/f./c..5 a"b ~cJ,:"'" \J (qo'{) 'III Cf '~6 3J-( Ci {w FtJ ~ @t5-I>t~\ I cC()1I1.
~I proposed revision/corrections add additional square footage to original submittal?
~NO [J Yes (additional s.f. to be added: )
~II proposed revision/corrections add additional increase in building value to original submittal?
~NO II]*Ves (additional Increase In budding value: $ ) (Contracto r must sign if increase in valuation)
"Signature of Contractor/Agent: 7'</'''''''~''''"'74-t&-7L':::~-''''''£.L-'-' ______________ _
(Office Use Only)
D Approved D Denied D Not Applicable to Department Permit Fee Due $ _____ _
Revision/Plan Review Comments ____________________________ _
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updat ed 10/17/18
Building Permit Application
of Atlantic Beach Bui
800 Seminole Road, Atlantic Beach, FL 32233
Updated 10/9/18
HIGHLIGHTED IN GRAY
IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us
JObAddress:'l2f;3 l,axetoiW--hrocet OOlM\.DV ~NU.Zr:_;_~ __ ~ _____ _
Legal Description bot)i,<i3 , neW! W .. /I< UII n-I)",e.. /)"1-(j)( <{1. {Jayl/tf --I r RE# 1f,"I'i(,,;'-b ,,'60
Valuation 01 Work (Replacement Cost) $ 20 r GOO Heated/Cooled SF )76 s= Non-Heated/cooled,::S"'-:i):-q-,--;-__
N -t> (/ /., ""'-5' c If.o .s Q F~ e-
• Class of Work: DNew DAddition )QAlteration DRepair DMove DDemo
Use of existing/proposed structure(s): DCommercial ~esidential
DPool DWindow/Door
PAl'Ct.( I tJ I~,t'l q{;J ~oolO
If an existing structure, is .. fire sprinkler system installed?: DYes '@N o
•
•
• Will treelsl be removed in association with nronosed project? DYes (must submit separate Tree Removal Permit) ~o
Describe in detail the type of work to be performed: -:;:11 fer,;, r 13.«Jr''"J W""! ~W~ f 'l.\~()..A. ('e\-A~~
Florida Product Approval # i.v to 5 IN.ey e( h • (lIYr F l . 65" Cl7. I for mUltiple products use product approval form
Name~~~~~~~~~L-~~~~~~~-.r-
City Uo~~~"""'~~iC~~--:--
E-Mail-t~~~~~~~~~~~~~~~~~~~~~ ____________________ _
Owner 0 , Power of AUorne
Contractor Information
Name of Company FAith JNorlC.s G.~,," Qualifying Agent k!v il.v<-/CU
Address q,CnJ... Th vtl clrt tifL City f>l.'r/,Jltlw'cfg State Pi Zip _____ _
Office Phone "l!? "( If 11--1{ -6, ~ Job Site Contact Number 'k24 C(2-¥ -If 3e=-r
StateCertification/Registration# CI2.Ca:n 0/63 E-Mail 4/WEwe.(Ii!5... .... 1l ,4n?
Architect Name & Phone # --,--,-:-------,--,;---;;-:--=0--------------:0------::-----;-------=:--,-;-,,"'--:--='"
Engineer'sName&Phone# /...1lC-",;:S M .sc,o±-t G1s/Df(!"'15 JIliC, 0,,"5 ('oJ"4:f "f l''l -;}.6t!J -d, (,q(J
Workers Compensation Insurer OR Exempt)( Expiration Date '1-/17 -::/.O a I
Application is hereby made to obtain a permit to do the work and installations as indicated . I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for elECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOT ICE: In addition to the requirements olthis
permit, there may be additional restrictions app licab le to t his property t hat may be found in the pub li c records of this cou nty, and
there may be additio nal permits requ ired from othe r governmental entities such as water management districts, state agenc ies, or
federa l agencies.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING Y U NOTICE OF COMMENCEMENT.
day of Signed and sworn to (or affir
~~'-'-""""""'~a~~~~~~n= )AaidA ,7J:)'Zo , b)'JSf-~~~~~-
re of otary)
,/ '~~'" '~.\lCtiEllE AL8f<1i-rON
IV"'ersonally Known 0 i.i '·A'\.j MY COMMISSION # GG 32~
[ I Produced Identificati ""~\~i EXPIRES: ,\prill0. 2023
Type of Identification : --t1Woi;···:oiir.p .. ·f~:i,ir.~' ... ';:..·;;· ",80;0<1",'<;.. l;h"';i;':.;'I~ .. ·!1io~:iiPuiiiblic .. ui"""iiiiii .. iiiil\lliii,. ..
~nallY Known OR
[ ] Produced Identification
jo.I\'1 PUs. GEOFFREY WOLPH GAVER ~~:\ ••••••• l'b MY COMMISSION" GG 031195
! : EXPIRES: October 20, 2020
-:;./': tf Bonded Thlu Budget ~Iary S,r.as ~OFf\..O .
Type of Identification: __________________________ _
.'
DESIGN SPECIFICATIONS
• DESIGN CODES:
2017 FLORIDA BUILDING CODE (FBC) -RESIDENTIAL, EXISTING, ASCE
7-10, 2014 NOS, ACI, ATlC, AWPA, APA, ICC 600-0B
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE-AND TWO-FAMILY DWELLINGS)
DESIGN LOADS :
ROOF TRUSS'
LL 20 PSF TOP CHORD
LL 0 PSF BOTTOM CHORD
DL 7 PSF TOP CHORD
DL 10 PSF BOTTOM CHORD
ROOF CONyFN]QNAL fRAMING'
LL 20 PSF RAFTERS
LL 20 PSF CEILING JOISTS
DL 10 PSF RAFTERS
DL 10 PSF CEILING JOISTS
DL 30 PSF ATTICS ~TH STORAGE
DL 10 PSF ATTICS WIO STORAGE
EWlRS;
LL 40 PSF TOP CHORD
LL 0 PSF BOTTOM CHORD
DL 10 PSF TOP CHORD
DL 5 PSF BOTTOM CHORD
WIND ZONE INFORMATION
NOTE: THIS STlRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2017
EDITION Of THE fLORIDA BUILDING CODE
THIS BUILDING IS LOCATED IN THE ~ND BORNE DEBRIS REGION
• BUILDING: ENCLOSED STlRUCTURE
• ULTIMATE DESIGN WINO SPEED (MPH -Vult) 130
, NOMINAL DESIGN WINO SPEED (MPH -Va,d) 101
• BUILDING RISK CATEGORY II
, WINO EXPOSURE CATEGORY B
• INTERNAL PRESSURE COEFFICIENT GCpi (+1-) 0 .18
STRUCTURE HEIGHT & NO. OF STORIES
MAXIMUM HEIGHT OF STRUCTURE (FT)
NUMBER OF STORIES
TYPE OF CONSTRUCTION
• TYPE V-B
• UNPROTECTED
• UNSPRINKLERED
COMPONENTS & CLADDING PRESSURES
WIND ZONE INFORMATION fBC 2017
COMPONENTS & ~L~~DING PRESSURES
PSF
SIZE INTERIOR ZONE' ENO ZONES . •
0-20 sf 17.4 19.0 17.4 22.8
21-50 sf 16.3 17.9 16.3 20.6
51-100sf 15.5 17.0 15.5 19.0
> 100 sf 13.6 15.1 13.6 15.1
28
2
1.0 GENERAL NOTES
A. IT IS THE INTENT OF THE ENGINEER OF RECORD THAT HIS WORK BE IN CONfORMANCE
~TH ALL REQUIREMENTS Of THE AUTHORITIES HAVlNG JURISDICTION OVER THIS TYPE OF
CONSTlRUCTION AND OCCUPANCY. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND
METHODS OF CONSTRUCTING AND SHALL 00 THEIR WORK IN CONFORMANCE ~TH ALL
APPLICABLE CODES AND REGULATIONS.
B. THE CONTRACTOR SHALL VERIFY ALL CONDiTlONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO COMMENCING WORK.
C. CONTRACTOR SHALL SUPPLY, LOCATE, AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES
AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
D. THESE DOCUMENTS, AS INSTRUMENTS OF SERVlCE, ARE THE PROPERTY OF THE ENGINEER
OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT
BY THE ENGINEER OF RECORD.
E. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTlRUCTlONS FROM MANUFACTURER OR
DESIGNER.
F. IT IS THE CONTlRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
SEQUENCE TO ENSURE THE SAfETY Of THE BUILDING AND ITS COMPONENT PARTS DURING
ERECTION.
G. CONTRACTORS SHALL BE RESPONSIBLE fOR ALL TEMPORARY BRACING THAT IS REQUIRED
DURING CONSTRUCTION TO KEEP STRUCTURE SAfE AND PLUMB UNTIL THE ENTIRE STRUCTURE
IS IN PLACE. BRACING SHOWN ON STRUCTURAL PLANS IS fOR COMPLETED STRUCTURE ONLY.
H. DESIGN IS VOID AfTER ONE YEAR fROM ORIGINAL DATE.
I. 00 NOT SCALE. USE DIMENSIONS FROM ARCHITECTURAL PLAN .
J. SUBMITTALS FOR THIS PROJECT ARE REVlEWED ONLY fOR GENERAL CONFORMANCE ~TH
THE DESIGN CONCEPT AND GENERAL COMPLIANCE ~TH THE INfORMATION GIVEN IN THE
CONTRACT DOCUMENTS. IT SHALL NOT INCLUDE REVIEW OF QUANllllES, DIMENSIONS, WEIGHTS
OR GAUGES, FABRICAllON PROCESSES, CONSTlRUCllON METHODS, COORDINATION OF THE WORK
~TH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUllONS, ALL Of WHICH ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. REVlEW Of A SPECIFIC ITEM SHALL NOT INDICATE
ACCEPTANCE Of AN ASSEMBLY Of WHICH THE ITEM IS A COMPONENT. THE ENGINEER SHALL
NOT BE RESPONSIBLE fOR ANY DEVlA llONS fROM THE CONTRACT DOCUMENTS NOT CLEARLY
NOTED BY THE CONTRACTOR.
2.0 MATERIAL SPECIFICATIONS
CAST-IN-PLACE CONCRETE: SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STlRENGTH (F'C)
OF 2500 PSI AT 2B DAYS UNLESS NOTED OTHERWISE. ALL FOOllNGS SHALL HAVE A MINIMUM
DESIGN COMPRESSIVE STRENGTH Of 2500 PSI AT 28 DAYS. ALL CONCRETE OPERATIONS,
INCLUDING BUT NOT LIMITED TO MIX DESIGN , MIXING, TRANSPORllNG, PLACING, REINFORCING
DETAILING AND PLACING, CURING, AND TESllNG SHALL BE DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND APPLICATION OF ACI 301-05, .. SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS".
REINFORCING STEEL: SHALL BE IN ACCORDANCE ~TH ASTM A615-08 MINIMUM GRADE 40,
AND CONFORMING TO ACI 301-05, ACI 315 ("MANUAL OF CONCRETE PRACllCE"), ACI 318-08
("BUILDING CODE REQUIREMENTS FOR STRUCllJRAL CONCRETE"), AND CRSI MANUAL OF
STANDARD PRACTICE, 2009.
WELDED ~RE FABRIC (WWF): SHALL BE ASllM A1B5-07
ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE ~TH ASllM A 307-07 OR
ASTM F 1554-07 GRADE 36 .
WASHERS: SHALL BE IN ACCORDANCE WITH ASllM f 436-09 GRADE 36 .
NUTS: SHALL BE IN ACCORDANCE WITH ASllM A 563 GRADE A HEX .
ANCHORING ADHESIVE : SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE
INSTALLAllON ONLY):
SIMPSON STRONG-llE CO., PRODUCT: SET-XP (CONCRETE, SOLID MASONRY)
SIMPSON STRONG-llE CO., PRODUCT: AT-XP (CONCRETE, SOLID MASONRY)
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO MOISllJRE SHALL BE
GALVANIZED (ASllM A 153-05), Z-MAX, OR STAINLESS STEEL.
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IJ) z
f-0
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W IJ) I '" (f) '" 0
Ct: ~
w F > 0 ;:;:
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03-2<4-20
SCALE
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51
II
,
· •
•
· . · .
· , · .
[j
I ______ EXISTING KING STUDS TO
~ REMAIN BEYOND
I ~2)SYP2 JACK STUDS V OR 4,4 SYP2 POST
V )RSP4 CLIP EACH JACK STUD TO
PLATE TYP OR (1) SCWC 15450
SCREW OR ABU44
XI STING SILL PLATE
TO REMAIN
/LOOR/CEILING JOISTS ABOVE BEAM
I
t:l
;11 )H2.5A CLIP JOIST/TRUSS 1 r r 11
--TO-HEADER TYP -OR -(l) ---------..>~-vD<f 'l Q:/
SDWC 15450 SCREWS I r)J' If
{ fA ' 1 t--.'.AA""
( Mu I. fh IT"V 9 0 1) VO' ~J
6Vtf':X~. " .. !! C
NEW (2) 1-3/4 , 11-1/4" LVL HEADER BEAM , . I (IPS J )I'"ift<
~.)O .. ~
14' -6" MAX NEW WALL OPENING
(1)MSTA18 STRAP HEADER / ..
TO EACH JACK STUD T~~
(2)SYP2 JACK STUDS
OR 4,4 SYP2 POST~
EXISTING KING STUDS TO
REMAIN BEYON~
(1)RSP4 CLIP EACH JACK STUD
TO PLATE TYP OR (1) SDWC
15450 SCREW OR ABU4 ~
EXISTING
SILL PLATE
TO REM AI
I
DEMO PI AN NOTES:
1. INTERIOR BEARING WALLS TO BE REMOVED
HAVE BEEN SHOWN ON THE PLAN.
2. TREAT ALL WALLS TO BE REMOVED
INITIALLY AS LOAD BEARING.
3. CONTRACTOR RESPONSIBLE FOR ADEQUATE
SUPPORT & BRACING DURING DEMOLITION.
4. CONTRACTOR TO NOTIFY ENGINEER OF
RECORD IMMEDIATELY IN WRITING IF
DISCREPANCIES FOUND BETWEEN FIELD
CONDITIONS & DEMO PLAN.
1-1/2"
aUIL T -UE CQLUM~ ~Qll:S · ~
1. TYPICAL CONNECTION FOR 0
~J
STUD COLUMNS, JACK TO N
KING STUD ASSEMBUES, I< 0
2x4 MEMBERS'
CORNER POSTS. (1) ROW OF 10d
NAILS @ 6" O.C.
2. CONNECTION REQUIRED 0 STAGGERED
FOR EVERY PLY IN ADDITION
TO 2-PLYS. 0 2K6 MEMBEBS:
(1) ROW OF 10d
0 NAILS @ 4" O.C .
STAGGERED
0
2~B MEM6EBS '
0 (1) ROW OF lOd
NAILS @ 3" O.C.
0 STAGGERED
2,4 SYP2 OR 2,6 SYP2
BUILT-UP COLUMN DETAIL
PROPOSED STRUCTURAL PLAN: 14'-6" MAX WALL OPENING
SCALE: NTS INOTE: LVL 2.0E MIN UNol (2) ROWS 1/4,3-1/2"
(2) ROWS 16d II (3) ROWS 1Sd II SDS SREWS @ 12" o/e
12" o/e EA SIDE \ ~12" o/e EA SIDE \ ~ EA SIDE
*1 ,*1
2-PLY BEAM 3 PLY BEAM 4-ELY BEAM
BUILT-UP BEAM DETAIL
~ 0
~
F • ~ 0
~""N'" ••
,
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3-
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t>:n ~ UN _.
DVI.
00-24 -20
SCALE
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200324
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bill
------------------------------------------~~~I ---
DUVAL COUNTY, CITY OF ATLAN TIC
SHEET STRUCTURAL ENGINEERIN G
BEACH
LOAD
RESIDENTIAL COVER
BEARING WALL
DESIGN SPECIFICATIONS
DESIGN coors:
2014 nORIDA BUILDING COOE (rec) -EXISTING RESlO£NllAl, AseE 7-10,
2014 NOS, loCI, ATIC, A'I@A, API., fcc 600-08
OCCUPANCY: RESIDENTIAL GROUP B-3 (ONE-AND TWO-FAI.IILY DWf:lUNGS)
O£SlGN LOADS:
ROOf mass·
Ll 20 psr TOP CHORD
II 0 PSF BOnOM CHORD
DL 10 PSf TOP CHORO
Dl 07 PSF BOTTOM CHORD
ROOf CONVENTlQNA! fRALlING'
LL 20 PSF RAFTERS
Ll 20 psr CEIUNG JOISTS
Ot 10 PSF BAf1ERS
OL 10 PSf CElUNG JOISTS
Dt JO psr ,.TIleS 'Mm STORACE
Dt 10 PSf "TIleS w/o STORA CE
""""" Ll 40 PSF l OP CHORD
lL 0 PSF BDnOM OiORO
Ot 10 PSF TOP CHORD
DL 5 PSF BOnOI.l CHORD
WIND ZONE INFORMATI ON
HOT£: THIS STRUCTURE H...s BEEN DESIGNED IN ACCORDANCE 'WITH.
AHD MEns lHE REQUIREMENTS Of S(CllON 1609 OF THE 2014
EDITION OF THE fLORIDA BUILDING CODE
THIS BUILDING IS NOT LOCAT£D IN THE \\INC BORNE DEBRIS RECION
• BUILDI NG: ENClOSED SlRUCTURE
• ULTIMATE DESIGN YI1ND SPEED ("'PH _ Vult)
• NOt.4IN,6.l DESIGN WIND SPEED (MPH -Vosd)
• BULDING RISK CATEGORY
• 'MNO EXPOSURE CATEGORY
• INTERNAL PRESSURE COEffiCIENT C:Cpl (+/_)
~
--1l.Q..
_li-
B
..ill§.
STRUCTURE HEIGHT & NO. OF STORIES
MAXIMUM HEIGH Of STRUCTURE (fT) 28
NUMBER OF STORIES 2
TYPE OF CONSTRUCTION
• TW£. V-B
• UNPROTrCTrO
• UNSPRINKLEREO
COMPONEN TS & CLAD DING PRESSURES
PON NI:; & ~DINII RESSURES
." INTERIOR ZONE END ZONES
0-20 ., 17.4 I!I.O 17.4 ".
" '" -, IS.3 17.9 IS.3 20.6
51-100.1 15.5 17.0 15.5 19.0
> 100 ., ". IS.I \l.1I '"
DlM£HSlON or ENO ZONE IN n . 4.0
ENO ZON( IS lOCAlED AT IIU1UlING CORNERS
1.0 GOi£JI ..... NOns 10. 1t\o1l>o)!"'"'., ... too,~_oI"_ .... I .... _k~ ___ ... __ ... Io.IIIoo ... _ ....... ..._ __ I .... oI_
.... _ M_~ ... _.Ioo-...... _ ..... _oI __ ~ .... _ .. II>o~_ ... ___ .. ....._._ .... . _-
... 1lHo .... llod ... __ Iy .. _ .... __ ....... I .... ,..oIl.po'koo-I._ .... )!' .....
e. e...!tv<I ... _ ....",,, _ ... _ ...... 100 •• ".0 ....... _ .. """' ............. pia"" .,..,~oo. ,,_, .......... " ......... _, ",,4 "'''' ........ , k ...... 04
1 •• 1,. ....... _ ..... 0li0 ... .....
D. Tho .. _ ........ h_I • ., __ ... l:h. ".IlOrt,.I 1M too,-01" __ .... ,001 .......... ,.,.......... ___ ... _ ... _ ... 1 ~, ....
too,h_oI~"'" 1. M ..... _h .. _ ...... ____ .........
f •... __ ....-"""'11 .......... _ .. """""" .... ,-'_-,.. M' ....... I ..... " •• ,. __ .... ___ ....-Ioo .... _.-'
_ •• _o4 ....... __ ....... ~.,_~_ ....... .-.... Mo\lly~oIR_ ... _..""...._I __ ........ .,.... .....
h __ ", .. .-.1.111. _II ..... .
II. II 10 ....... 1tKi .. • ••• ,00 ' ........... 1', t •• ol"",fto ... _ "'-.. .. _ ..., ..... t. __ .... 001.1, .1 .... ~.'IIh, ..... III ........ .,1 """. ~ ..... 11oft.
I!. e.n_ .... _~. ,...,..,. .. 10 .... .., ,_ .. , ....... """ 10 ' ............... -..w.u... ... .., .In.><' ..... 'Or .............. 11 Il1o ... , .......... ' .... 10 100 pt .... _h ........... _ ........ hrr..,.., ... ~ ... ,. l """" .. __ .... _._...,....-... .L Il00 ... 1 ___ ...... _ .. _ .. _ ......
K. ~t" .... "' ....... ~ ... ,,_ .. ""',""', ... ___ .. _ .... _"'_I .... _" .......... _ .... h_,.... __ .... e.n_
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