HomeMy WebLinkAboutREVISION-DEFERDED SUBMITTAL 1
OFFICE USE ONLY:
DATE FILED: ® °u ® � PERMIT# SLC-1704-0137 -� ' /
REVISION FEE: J.C�(�} RECEIPT# , 4e —7
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462.1553 . I S I
APPLICATION FOR BUILDING PERMIT VI
PROJECT INFORMATION
LOCATION/SITEIX
ADDRESS:
260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive)
DETAILED REVISIONS:DESCRIPTION OF PROJECT GOP
P,: r �<< �=
Engineering letter and product approvals for canopy roof system.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC061217 ST. LUCIE CO CERT.#:
BUSINESS NAME: Hooks Construction Co
QUALIFIERS NAME: Steven C.Hooks
ADDRESS: 2211 S.Kanner Highway
CITY: Stuart STATE: FL ZIP: 34994
PHONE(DAYTIME): 772-419-88e8 FAX; 772-237-3757
OWNER/BUILDER INFORMATION:
NAME: Wawa Florida LLC
ADDRESS:7022 TPC Drive,Suite 200
_ CITY: Orlando STATE: FL ZIP: 32822
PHONE(DAYTIME: 610-358-8000 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Cuhaci&Peterson
ADDRESS: 1925 Prospect Avenue
CITY: Orlando STATE: FL ZIP: 32814
PHONE (DAYTIME): 407-661-9100 FAX; 407-661rglQL
SLCCC: REC,EZVE9/23/09 ®
Revised 06130117 APR `
Z018
Permitting Department
—t LUe—le C-°unty, FL.
STEELTEC
Regional Office
411 Walnut Street-Suite 6736
Green Cove Springs,Florida 32043-3443
PHONE:813-541-9781
E-Mail sbinns2@gmail.com
Date:3-29-2018
Wawa Store Number#5220-FLO
260 Prima Vista Blvd
Port ST Lucie,FL 34983
Attn:Joseph Cicio
Canopy Roof Review
The Steeltec gas canopy roof system was designed based upon the Vul and Vasd wind speed
conversions.The Vul speed of 175 mph was chosen for the design of the roof panels in order to use the
maximum wind speed for Category II of Vasd of 136 mph.Which is clouded on the drawing labeled 1 of
1 under the Canopy Deck Load Zones.
A.
Sincerely, \�tv�•� •.'S,y
o
4:• No.50701
Frederick A.\Blecha,P.E. a STATE OF �' lu\ d
Stillwater Technologies Inc. e ,
Reviewed, El Furnish as Corrected
Orlando FL 32801 •�j `.!��0R,OP,. �,\�\� No Conuucr'ts Revise and Resubmit
Rejected
407-206 7222 Ext.202 ��s/ass/pNp®e ? Submit Specific Item
�1
This review is only for general conformantr
with the design core pt of the project and
general compliance with the information
given in the Cont ruct Documents.Corrections
or comment., made on the shop drawings
during the review do not relieve contractor
from compliance with the requirement; of
the plans and specifications. Approval of a
specific item shall not include approval of an
assembly of which the item is a component.
Contractor is reslwnsible for: dimensions to
• be confirmed and correlated at the jobsitc;
information that pertains solely to the
fabrication processes, or to the means,
methods, techniques, sequences, and
procedures of construction; coordination of
the Work with that of all trades; and for
performing all work in a safe and satisfactory
manner.
CUHACI&PETERSON CHITECTS,LLC
Date By
A member of the /ima9eAesouree Prow 1
OFFICE USE ONLY: //��
` DATE FILED: �7 ,C PER
MIT# SLC-1704-0137
REVISION FEE: 'r:7'04j' RECEIPT#
PLANNING&DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE ' F7� i r k
ADDRESS: ` '
a , -
260 SE Prima Vista Blvd(SW corner SW Prima Vista Blvd and Floresta Drive) z" ';j _ '•:, �.iai .-t r Fa f.
DETAILED DESCRIPTION OF PROJECT
y t• `�, ; -
k
REVISIONS: .K
Signed and sealed shop drawings for lam panels and metal panel decking,reviewed by of J ecor
CONTRACTOR INFORMATION:
STATE of FL REG./CERT.#: CGC061217 ST. LUCIE CO CERT.#:
BUSINESS NAME: Hooks-Construction Co
QUALIFIERS NAME: Steven C.Hooks
ADDRESS: 2211 S.Kanner Highway
CITY: Stuart STATE: FL ZIP: 34994
PHONE(DAYTEVIE): 772-419-8828 FAX: 772-237-3757
OWNER/BUILDER INFORMATION:
NAME: Wawa Florida LLC
ADDRESS:7022 TPC Drive,Suite 200
_ CITY: Orlando STATE: FL ZIP: 32822
PHONE(DAYTIME: 610-358-8000 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: Cuhaci&Peterson
ADDRESS: 1925 Prospect Avenue
CITY: Orlando STATE: FL ZIP: 32814
PHONE(DAYTIME): 407-661-9100 FAX: 407-661-9101
RECEIVED
SLCCC: 9123109
FAr AN�
Revised 06130117
ePMmnnt
w
evicwcd, ❑Furnish as Corrected
No Comments Revise and Resubmit
M IAM I-MADE ❑Rejected
:1 Submiit*MNY1tADECOUNTY
2nh ,q, NhY% FCTh19 a nLr
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) with tb1805iSWa36c.$ltreet,AoW4 Q8 and
BOARD AND CODE ADMINISTRATION DIVISION gene��r)�ll c(&yi(�cFi{d11Ytyy�,,fAg 39rnt��I7_04q24�ff u�1*tio
iE7 Rdn ��$,11 V Finlh9iFlsl `dfddings
Burin the reuiewc"��t
NOTICE OF ACCEPTANCE NOA fFom . of
MetalWorks LLC the plan,; and .specifications. Approval of a
e specific item shill not include approval of un
P.O.Box 2009 assembly of which the item is a component.
Contractor is resix)nsible for: dimensions to
Oakwood,Georgia 30566 be confirmed and correlated at the jobsite;
information that pertains solely to the
fabrication processes, or to the means,
SCOPE' methods, tochniques, sequences, and
prosed,ures of coa traction coord'nation of
This NOA is being issued under the applicable rules and regulations governing th uae t ',aorJy��'It (o g , and for
The documentation submitted has been reviewed and accepted by Miami-Dade C A�u"8N0ta�jwtisfactory
Section to be used in Miami Dade County and other areas where allowed by the A I
ffifimil ,LLC
(AHJ)• Date �lgBy
This NOA shall not be valid after the expiration date stated below. The Miam-
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) serve the rig t to
have this product or material tested for quality assurance purposes.If this product or material ails to pe rm in
the accepted manner,.the manufacturer will incur the expense of such testing and the AHJ m immediately
revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.038'(min.)Galvalume 3"deep x 16"wide Panel for Canopy
APPROVAL DOCUMENT: Drawing No. 14-1470,sheets 1 through 3 of 3,titled"20 ga. (0.038"min.)
Galvalume Deck",prepared by Mills,Short&Associates,dated March 23,2015,signed and sealed by Jason W.
Short,P.E., on January 15,2016 bearing the Miami-Dade County Product Control Revision stamp with the Notice
of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each panel shall bear a permanent label with the manufacturer`s name or logo,city,state and the
following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall
be done in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises&renews NOA 915-0526.09 and consists of this page 1,evidence submitted pages E-1,E-2,
E-3,&E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
NOA No. 16-0510.29
MIAMf�,�we Cout�TY Expiration Date: 05/15/2021
r Approval Date: 08/11/2016
Page 1
MetalWorks,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1 of 1, each drawing,prepared by Orange State Industries, dated April 02, 2003,
signed and sealed by Carlos F. Castillo, P.E. on April 10, 2003.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0924.04
A. DRAWINGS
1. Drawing No. D1, D2, D3, &D4, titled "20ga. (0.038" min) Galvalume ", sheet
1 of 1, each drawing,prepared by Orange State Industries, dated April 02, 2003,
signed and sealed by Carlos F. Castillo, P.E. on April 10, 2003.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
I None.
5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 913-0430.03
A. DRAWINGS
1. Drawing No. D1, sheets I through 5 of 5, titled "20 ga. (0.038"min) Galvalume
16"x 3"Deck Pans ",prepared by PTC Product Design Group, LLC, dated
December 01, 2007, last revision A dated April 19, 2013, signed and sealed by
Robert J.Amoruso, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. MATERIAL CERTIFICATIONS
1. None.
Helmy A.Makar,P.E.,M.S.
Product Control Section Supervisor
NOA No.16-0510.29
Expiration Date: 05/15/2021
Approval Date: 08/11/2016
E-2
• Y
Metafforks,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Laboratory: Intertek/Architectural Testing
Number: E5270.01-450-44
Type: Uniform static air pressure wind load per TAS 202.
Signature: Joseph A. Reed,P.E.
Date: 12/09/2015
C. CALCULATIONS
1. Title: 3"x 16"Galvalume Panel
Signature: Jason W. Short, P.E.
Date: 01/15/2016.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. None.
Helmy A.Makar,P.E.,M.S.
• Product Control Section Supervisor
NOA No.16-0510.29
Expiration Date: 05/15/2021
Approval Date: 08/11/2016
E-4
GENERAL NOTES 'PANEL NOTES
1. THE DECKIN&SHOWNION THIS'PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS.BEEN VERIFIED FOR,00MPLIAWE IN 1. PANEL SHALL BE EMBOSSED GALVALUME-20 GA(0,03V?Mftc)ASTM A792-94 Gp.50Ba
K
il. DtStdN WIW LOADS SHALL BE PETERMINED.AS PER SECTIONS 162G(TiVHZ)OF THE ABOVE MENTIONED BUILDING 2.1. FOR(2)DECK CLIPS PER SUPPORT.
ACCORDANCE WITH THE HVHZ.OF THE 2014(5TH EDITION)OF THE FLORIDA-BUILDING.'CODE. `2. MAx-A.S.D.DESIGN'PRESSURE-RATIING FOR O.ANELINME)Eb C-L[PCONNECTIONS-(SHEET 3): LL
CODE, 2:2. MAX ALLOWABLE BENDING MOMENT OF PANeL.AT SUPP. =.680 FT:LBS.
• 1.2- FOR BASIG:WIND SPEEDS AS'REQUIRED BY THE LOCAL JURISDICTION WHERSTHIS PRODUCT IS TO BE INSTALLED A 2t3i MAX,ALLOWABLE BENDING MOMENT OF PANEL BETWEEN SUPP.. =$83:F.TLBS..
DIRECTIONALITY FACTbRKd=6.86SHALLBE USED IN ACCORDANCE WITHASCE 7-40,AND THIS-SHALL NOT EXCEED 2.4. Ei VALUE OF PANEL 10.7 X f."WS-INA2.
THE'MAXIMUM'(A.S.b..)DESIGN PRESSURE RATINGS INDICATED.IN THE PANEL NOTES. 2.5 MAXIMUM ALLOWABLE DEFLEr,.nCN.OF THE PANEL =L/180
I.S. IN.ORDER.T0 VERIFY THE ABOVE CONDITIONS ARE MET,THE ULTIMATE DE$1914 WIND LOADS-DMR04INED PER. 2.6. MAX.SUPPORTREACTION =066 LB,9..
ASCE 740 SHALL BE FIRST REDUCEDTOA_S.D,DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO' a.. THE ABOVE ALLOWABLE STRESSES OFTHECLIPPED&BOLTED GONNtCTJbN PANELSARE BASED ON A io"WID.E
COMPARE THESE WITH THE MAX,(AS.D.)*DEIGN PRESSURE IND]bA*TEOJN THE PANEL N .QTE .S. PANEL LOADING.TO GETTHE WIND.LOAD PREaSURE-PER'SQUARE FOOT-,MULTIPLY PANEL LOAD TiMES'12/16.
1.4. SHOP'DRAW 14GS AND STRUCTURAL CALCULATIONS SHALL er=s BmrrTED FOR EVERY PER SHOULD.Us . MIT.THESTRUCTORAL. :4� 'T'H[S PANEL 8FjQU I USED'ONLY IN THE CONSTRUCTION.orOPEN qANopim,
COMPONENTS FOR:THE.DECIUNGATTACHMENT.'SHALLSE DESIGN BYALICENSED FLORIDA PROFESSIONAL S. E.d.k-.CANOPY PR!D.JEGT.-8'1-.(ALLSECON5TF2U6TED USING THE SAME PANEL CROSS SECTION AND;OPPdRTli.ETAILSAt
ENGINEER,.AND REVIEWED BY THE STRUCTURAL PLANS EXAMINER..OF THE CORRESPONDING. BUILDING DEPT.ON A THE STRINGERS AND INTERLOCKING SEAMS ASSHOWN ON THIS TEST.THE DESIGN OF THE PANEL SPAN SHALL BE IN
-JOB SITE SPECIFIC BASIS, d'OMPLIANCE WITHI ALLOFtHEABOVt ALLOWABLES.
-2. STRUCTURAL ADEQUACY OF SUPPORTING STRUCTURAL MEMBERS IS NOT APART OF THIS P.E.D.'STRUCTURAL a_ STRUCTURAL CALCULATIONS PERFORMED As PER SECTtQNS-1616 OF THE FLORIDA BUILDING CODE,2014 EDITION.
.bEStOk.C)F SUCH NIEMBERS-SHALL BE DESIGN INAC.CORDANCE:*W: TH.THE FLORIDA BUILDING CODE,2014(5TH
EDITION).,AND THE'8TRIjCTURAL'ENGINEER OF RECORD FOR-YHE SPECIFIC..PRPJECT-.STRUCTURAL DESIGN SHALL DESIGN SPECIFICATIONS:
INCLUDE AND TAKE INTO CONSIDERATION THE ACTUAL VX AND W LOADS TRANSFERRED FROM THE PANEL TO EACH
SUPPORT BASED ON DEAD,LIVE.AND-WIND LOADS,AND USING. . THE COMBINATIONS OFASCE7 STANDARD. — 'i. -CANOPIES;tHALLBE DESIGNED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE,2014(5TH EI)rr.m)AND
-STRUCTURAL MEMBERS SMALL BER3EVIEWEDI!W THE'8.TR'VCTURAL-PLANS E.XAMINER OF 1141Z CORRESPONDING AdCOhDING TO-THE NNii.PkOVISION4§OFASCEI-10,AS NOTED ABOVE.
9. TEST PRESSURE 42t.5 PSF
.BUILDING DEPT.ON A JOB-SITE SPECIFIGBASIS.
3. IT SHALL BE THE RESPONSIBILITY OF THE ICONTRACTORTO VERIFY THE STRUCTURAL STABILITY{"SOUNDNESS')OF 3.. LIVE LOAD'TEST PRESSURE=30:PSF
THE STRUCTURE WHERE. . THE PANELS ARE
RE TO BE INSTALLED..
4. 'PANEL INsTALLATioN B14ALL-COMPLY WITH ALL SPECIFICATIONS INDICATED IN THIS.DRAWING PLUS ANY
BUILDING)ZONING REQUIREMENTS PROVIDED BY THE JURISDICTION WHERE THE PERMIT IS.APPLIED FOR.
6. THE PRODUCT EVALUATION DOCUMENT.(PiE.D.)PREPARED BY THIS ENGINEERING FIRMTS.OENFRIC,AND 0(0 S NOT
'PROVIDE INFORMATION FOR A SITE SPECFICPRojEcT.
�K
INSTALLATION r
6-1. THE CONTRACTOR IS TO BE.RESPONSIBLE FOR THE SELECTION,PURCHASE,AND INSTALLA (INCLUDING LIFE
SAFETY).OP THIS-PRODUCT. BASED.ON THE PRODUCT APPROVAL PROVIDED.IT IS IMPERATIVE THAT ONE-DOES NOT
[4"a
DEVIATE FROM THE CONDITIONS mtmi_Eb IN THIS bocuMEWL
B.Z. CONSTRUCTION SAFETY OFTHE SITE IS THE-SOLE RESPONSIBILITY 01=THE CONTRACTOR.
6. THIS PRODUCT EVALUATION WILL BE CONSIDERED INVALID IF MODIFIED IN ANY WAY.
PREPARED BY A REGISTERED FLOP 16J1
7. SPECIFIC PROJECTS JbA5NG[t4EER'C)R�ARCFil-TE.bTvv�QCl4v,4L�13E6OMET14iE
PROFESSIONAL OFIRECORD FOR THE PROJECT AND-WHO SHALL BEAESPONSIBLE FOR THE PROPERUSE OF THIS
P.E.D.THE PROFESSIONAL OF RECORD;ACTING.AS DELEGATED.ENGINEER-OF THE:P.E.D.ENGINEER SHALL SUBMIT 2 1) ^.A'0uGA;(0-088 MIN.) "mLVALUME DECK
TO THIS LATTER,THE SITE SPECIFIC DRAWINGS FOR REVIEW.
4DSkpKAT�QRE-OF THE PROFES�84ONAL MIG141EER THAT SCALE: 3h:= f—Gn
8. ORIOINALP.E.P.-SHALL BEARTHE DATE AND.OR].INAL SEAL-AN
PREPARED IT.
9. PRbbucTwANuFAcTuRtn.LABEL SHALL BE LOCATED IN A REA ILY VISIBLE LOCATION SHOWINGTHAT:
-'9J, MANUFACTURER'S NAME;CITY,$TATE AND THE sYmmostvmmmAoE COUNTY PRODUCT CONTROL
APPROVED,.,.
Metalworks, LLC
a Gainesville. GA 30507 (770)532-631.1
Mills, Short 8 Assod w-545 Monroe Dr, Suit .E
*0r3/431 — 1 1—Op DRAYN BY; D
PHONE MIM7282' DATE_
JASO SHORT,Krz 3/23/15 E�fght Hundred El�hth Stfeet. www,WMn�Aw a�iu�& Dols sHEET't OF S
• Vera Beach,Florida J 3TY15,2015
MON- MM.FILENAME:
AL IDEALS;DESIGNS,ARRARGE11UM AND OR RiPR80MI)BY US 1
DRAWNG.ARE.OWED BY AND X PROPERTY OF REST INDUSIRIES AND WERE WERE CREAWA PLAN. VIEW METL-1-2015
-MVW,.AND.DMOPED FOR USE ON,AND N CONNECRON YVITH 714E MOIRED OF 49 NUW.ER-.
PROJECT.NOW-OF SUCH IDFAM DESIGNS.ARRANGUM OR PLANS SIIAIL BE-USED .• _; DECK PANEL TESTING
ELY-OR DISCLOSED'-M-ANY PMS(A IMij OR CORPORAXOR FORAKY PURPOSE FLOFJDA EICHLOING-CODEIFUGH&NON-HIGH VELOCITY ZO p4OR10%.
YNATSOM.WOUT THE WRITTEN PERMSSION OF BEST INDUSIRIES, 20GA GALVALUME 15" 'WIDE PANEL 14-1470 )
17!-4"
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PANEL ENDS` 16—11 PANEL LENGTH PANEL ENDS
DECK PLAN
• SCALE 3/4" = `G—D°
* t�S14f!1fJ11f
,,,�° ; M of a I w o rk s, LLC
ills, Short Associate 45 Monroe Dr., Suite E Gainesville, GA 30507 j (770)532-63tl
;D 4" = 1'-0" APPROVED Br DRAWN By' D.G.
Eigtit .4ndred Eighth Street PHQNE:172.2287282 JASO w.S ORT,RE ° --3/23/15 S"EEr 12 OF 3
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Vero BeaCh,;Florida 3296'L CA�P3D398 L S92016 DE; �7 DWG-FILE NAME-
ALL
IOEAtS,DINGK ARRABCIMENTS AND PLANS IkGATED DO REP10040,BY nns "�� PLAN VIEW M ETL-1-20 i 5
DRAWUID A7 OWKD BY MO-W PROP1 M OF WETALIPORK$LLC AHD WEBS CREAhD, .� .4.
EVOLVED.AXO.OEYWfA'FOR NSE CN,AND Rl COIUlECBOA WITH 1F SPECJ"ED ` {, s. JOB NUMBER!
PROJEC>;NONE OF SUCH IDEALS OEM%ARRANO(OMITS OR PEARS SHALL BE USED . DEGK PANEL TESTING
BY OR DISPOSED TO ANY PERSON;19M OR CORPORATION FOR ANY PURPOSE FLORIDABUILOING CODE(HIGH&NON-HIGHVELOCITYZONES�yi *�``:� f) {trf;;`'� "yip 20GA GALVALUME 16" WIDE PANEL 14--14.70
WHATSOEVER WRHOUT THE YdtiiTEN PERktSSIOn.T.BEST51DUSTRIES •,.....r ti
lftt�`—WA t`X\
2 1/2"
,
511C-18 X 2'1�2„
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120A GALVANIZED STEEL
FORMED 180' 5/16"=18
ZINC PLATED HEX NUT
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SECTION B-B 12GA DECK CLIP DETAIL
SCALE: 1 11f = f (f SCALE,
STEEL ANGLE (5) 2A G.A. .GRADE 508
0 0 (FRAMING BY OTHERS) ° a GALVALUME
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SECTION A-A
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• SCALE.. 3/4° 1'—O"
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,�` a:,. :.. ., M eta l wo.rks., LLC
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Milk, Short Associast •• �M2545 Monroe Dr., Suite E Gainesville, GA 30507 770 W 2-6311
+� '/4„ ^ 1,_a» APPROVED 9Y: DRAWN BY: D.G.
Eight Hundred Eighth Street :PHDNET&22r-_,-0 : : JASON NORT,P.E � }-» 3/23/15 SHEE {
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Vero Beacb,Florida 32962 CA PS F oTa
All IDEAS'DESIGNS;ARRANGEMENTS AND PIANS INDICATD OR REPRESENTED BY THIS x�" i Ia S5;7A.T5 dE rl (pN: Dw°.FILE NA61�
ORAYdNC ARE OIYNED&Y AND IHE.PROPERTY MEEALWORKS,iIC AND WERE CREATED, r' ^� PLAN VIEW METL— 1--2015
EVOLVED.AND DIMMED FOR USE UY,AND IN CONNECTION TdTH'THESPECIEIED
AUPRMT.NONE DF SUSUNIDEALS,DESIGN$ARRANGEMENTS DR PIANS U BE USm �' •`•� � tti ;•.••" �� DECK PANEL TESTING we NUMaER:
BY OR DIMMED TO ANY Psm',FIRM,OR CORPORATION FOR ANY PURPOSE FLORIDA.BUILDING CODE(HIGH A NQN-HIGH VELOCITY TANEB) 20GA GALVALII M E 16 WIDE PANEL 14—#470
WNATSOE!!FR WITHOUT THE WRITTEN PERMLSSIDN OF BEST INDUSTRIES: f ► "_"••'" ;11
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