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V'r
FL# FL11964-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(800)432-2204
lrodriguez@easternmetal.com
Authorized Signature Bill Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
_ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A.Tillit,Jr
the Evaluation Report
Florida license PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate of Independence FL11964 A4 COI EASTERN METAL SUPPLY INC.—DRAWING 17-097
CERTIFICATION OF INDEPENDENCE.PDF
FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-089
CERTIFICATE OF INDEPENDENCE.PDF
Referenced Standard and Year(of Standard) StandardYear
ASTM E1886 2002
ASTM E1886 2005
ASTM E1996 2005
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
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klorida Building Code Online Page 2 of 2
Product Approval Method Method I Option D
Date Submitted 09/06/2017
Date Validated 10/14/2017
Date Pending FBC Approval 10/2512017
Date Approved 12/12/2017
Summa
FL# Model,Number or Name Description
11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks
Panel(2 Inch)-Drawing number to provide hurricane protection.
17-097
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING
Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF
Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc.
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Large missile.,Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports
ASD and 4'-0"for+90,-130 p.s.f.ASO for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING
See sheet 2 of-installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF.
pressures. Created by Independent Third Party:Yes
11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to
-Drawing number provide hurricane protection.
TPan
Panes
11 9
7-_00eI(C2 Inch)89
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING
Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZED BERTHA STEEL STORM
Impact Resistant:Yes PANEL.PD
Design Pressure:N/A Verified By:American Test Lab of South Florida Inc.
Other:Large Missile,Max.span Is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes
p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASO See sheet 2 Evaluation Reports
of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING
17-089 PRODUCT OF EVALUATION REPORT.PQ
Created by Independent Third Party:Yes
F--;q Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:550-487-1824
efa tabe
The State of Florida Is an AAtEEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement R nd S ment
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to
Section 455.275(l),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under
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1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES:
ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL b=BE INSTALLED AT B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. S.G.TAPCONS, ELCO PANELMATE, ELCO NAS
HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTIES). INTO THE CONCRETE BLOCK'UNIT SHALL B£ 1 1/4".
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SCUD SET ANCHORS SHALL BE ENTERILY EMSEODED INTO THE CONCRETE BLOCK UNIT
FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED.
NOT EXCEED TNONALITYM FA{OR Kd 0.8DES5. PING ASCE 7-10 FOR
RATINGS INDICATED O ON SHEETS 2.2719 FROTHRAND.SHALL 1/4-0-2WITH NO SCREWS
USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR WALLS
B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL.ANCHORS
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG
SHALL.BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS BY MULTIPLYID THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL 8E AS INDICATED ON NOTES
TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7.9 THRU 17. N B.1) & B.2)ABOVE.
N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS N THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339 (C) TO EXISTING WOOD FRAME BUILDINGS.SEE SPECIFICATIONS ON SHEETS 12, 13, 14& 15. ANCHORAGE SHALL BE
INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH.
USED FOR VERIFICATION OF FASTENERS IN WOOD.
' (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S
STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION MANUFACTURER.
1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS REPORTS 8 0321.01-05, 1 0812.01-05 AND 0
0119.01-06. PER ASPM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS. QUALIFIED FOR WIND ZONES 1. 2 AND 3;
MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13
6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3. 3A&4 SHALL NOT BE USED.
2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS
3,ALL ALUMINUM EXTRUSIONS SMALL BE ALUMINUM ASS T1014 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO 8E FRAME
BU TO INSURE PROPER ANCHORAGE.THIS SHUTTER SNAIL ONLY BE ATTACHED TO CONCRETE:BLOCK OR
STORM PANEL COMPONENTS U STUDDED PLATE ANO Q,55 SNAP CAP ARE PATENT PENDING. WOOD FRAME BU1LOtNGS.
4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER S.THE CONTACTTWITHTION TTHE BUILDIINNGOTO IS
WINO/RAINAULK M INTRUSION.L SHUTTER CAULK AND SEALS UTTER REMAINMPONENT EDGES WHICH CONTINUOUS
TRACKS ALL AROUND
DIN 50018 W/50 ks!YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE LENGTH.
SECTION 2411.3.3.4.
5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIS( 304 SERIES STAINLESS STEEL, WITH 35 k6i MINIMUM YIELD STRENGTH. 10. (o)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC
PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED)
(b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE PND INSTALLATION INCLUDING LIFE SAFETY OF THIS
-1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS
-1/4"0 S.C. TApCONS AS MANUFACTURED BY ITW/BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
-1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS-
-1/4-0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.
NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL RE.RESPONSIBLE FOR THE PROPER
PANELMATE AND ELCO WAS IS 2". USE OF THE P.E.D.
ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER
A2)3/4-0 SOLID SET ANCHORS S14ALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW.
STUCCO SHALL BE PERMITTED. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD
-1/4.0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO E%IST,AND 1" MINIMUM FOR THAT PREPARED A.
WALLS WITH NO STUCCO.
A.3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY
SHALL BE AS INDICATED ON NOTES AA) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE.
(B) TO EXISTING CONCRETE BLOCK WALL:
-1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX.
-1/4"0 S.G.TAPCONS AS MANUFACTURED ITY ITN/BUILDEX. �
-1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. •;`���TI! �P. THIS DRAWING SHALL ONLY BE USED TO
-1/4"0 7 3/4"SOUD SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW. BOLT&SPECIALTY COMPANY. ,III • +.,r/f'�e� OBTAIN PERMITS IN THE STATE OF FLORIDA
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1 02017 muco,Li- 0.050" BERTHA ALUMINUM STORM PANEL Lc.
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CTORM
SGLE:1/4`- t' +600. -60.0 9'-4" +60.0, -60.0 7'-6-
+700, -70.0 8'-0" +70.0, -70.0 6'-5'
+80.0 -60.0 7'-0' +80.01 -80.0 5'-8-
CONCRETE ANCHORS(SEE SCHEDULE)---•-----•-1.3 -�
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TYPICAL ELEVATION F •' FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone)
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CEILING & FLOOR MOUNxING DIRECT WALL MOUNTINGINSTALLAT/ON Q. M.
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SCALE: 1/2'- 1'
WIND NUt O SCALE: 1/2• t•
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(SEEsctEOUtE) / tY� ����� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
J� emr7 770rca Rx. 0.050" BERTHA ALUMINUM STORM PANEL t.e
NOTE FOR COUBWAHON OF SECDOAS: i (2.00" DEEP ORANv s7t
BUILD-OUT & FLOOR MOU(5(TING 1YALL/}LOOR/CEILM NOUNNNG SECTIONS CAN SE LL7 " '�" EASTERN METAL. SUPPLY, INC
INSTALLATION — SECTION 5 CONBRJED IN ANY WAY TO SUt7 ANY LNSTAtLA710N. fjtl,,( P,'`.�113• 'L �.L a�1Nc.
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r2' Y 12' 12' 12' i2' I2- 12' IY 12` 1(Ginaw) IJ' i• It, 1I' ll' If, 1t 1. it' 7' 1loomm)
I2' 44 7Y N/A t2' N/A 12 NIA 12' MIA T glop) i1• N/A it, N/A IT, NIA it, N/A It• N/A 2(RP)
9" Y 9' T(Bottom) 6' 1' 9- 9• 9' 9' 9' Y 9' 7- 2(BOrmm)
9' N/A 9- NIA 9' NIA 9' N/A p' MIA 14(TOP) P. NIA 9' NIA 9' N/A 9' N/A 9• N/A 34(TOP)
9' Y 9' 9' 9• 9' 8' 9' e J(B011Dm) 8' 4. 9' 9• 9' p' 9' Y 9' 7. J(807TOY)
12" r i2' 12- 1. I2. IY 12' 1. J(TOP) it, 4- if, H' IY 11" 11- Y 7I' T A(TOP)
12' r IT' 12' 12• /2- 12- 12' W 12' 4(BOITOYJ II' 1• Il' It' r1' 11• ii' 7` II' Y 6(Bottom)
9' NIA p' NIA 9' NIA 9- NIA r NIA 54(TDP) 9' NjA 9' N/A 9` WA 91 NIA 9• NIA 54(rep)
70' N/A 12' N/A IT" NIA 12- NIA NIA NIA 5(OWW) 5- 6' Y NIA 9' NIA d' NIA NIA N/A 5(Bontim)
ID' NIA NIA i2' WA 12' N/A NIA NIA 6 9. NIA IO' NIA 12' N/A it' NIA NIA N/A S(TCP)
A00.-4aO f0• NIA 12- NIA 12' NIA 12' AjfA tI/A RIA 6(B01RW) 8�-0' 6Q D 6' N/A Y N/A S• NjA d' N/A N/A N/A S(Bottom) per'
60.0.-600 10" I(/A 12- NIA II' N/A IY N/A N/A N/A 7(10P)
(ESS EDD-Sao 5• NIA 7' NIA 9' WA B• NIA NIA NIA 7(RW) LE55
r0• NIA 0- N/A 12` NIA 12• WA NIA NIA 7(Lanou) 5' NIA 7' WA 9' NIA 6' N/A NIA NIA 7(90nom)
NIA NIA 1. I?' I2` i7' 12' 1. 1. a(2W) MIA NIA r2' 12' 1?' M' 12- g• t?' b' S(TOP)
MIA NIA 12- 12• 12' 12' I2' 12- IS' I2• d Molloy) MIA NIA 12• 12' 12- 12' 1 12" 6' I2' 11(Gori")
N/A NIA W t?• 72 12- 12' nr t?' W 9(NP) MIA MIA r1' /2• 11' /2' /2' 6' 1. 6" 0(TOP)
I2• r JT' 11' 12• 12- 12' IY I?' 12' 9(WITOR) It 4. L• 1!' it, it It Y 1I• Y 9(Gomm)
to' WA 1. NIA I2' N/A 12• NIA NIA NIA 10(TOP) 9• WA 10` N/A 12" N/A II• WA N/A N/A 70(TCP)
6' NIA 6- 11IA 6' NIA 6' NIA NIA N/A t0(80T101t) 6' NIA b' NIA 6' 'NIA 6' N/A NIA NIA 10(60770P)
9• 7• 1(7A A(FA N/A NIA 9' T 4` Y 11A(TOP) B' •- NIA N/A NIA NIA 9- Y p• 7- IIA(TOP}
g• r NIA NIA IIIA N/A 9' 7' 9' 7• 11(00177) B• 1' NIA NIA NIA NIA 9- Y 9' 7' IT(BOnGm)
6' MIA b` NIA 6' NIA 6' NIA N/A NIA iJ(TOP) 6" NIA S` NIA 6- NIA 6' WA N/A NIA El(TOP)
6' NIA S` NIA 6• N/A 6' NIA NIA (BonOM) d" N/A 12` ft/ 6• NIA 6' NIA NIA IIIA 1J(BDnau)
ANCHORS 1 F1:FMn
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02017 TIMM ala 0.050" BERTHA ALUMINUM STORM PANEL Ea
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ALTERNATIVE 5A '' =' Wr z'MN THREADED
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NOTES:
Cont.
oECK REO . 1.: 1.INSTALLATIONS ARE ONLY VALID FOR UU.A.SD. DESIGN PRESSURE RA77NG NOTE FOR COMBINARON OF SfC710N5: `•�'�•��ga�,A t ' ` -.`
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2 SEE ANAND CHOR SCHEDULE ON SHEET 1 SCHEDULESELS LENGTHS AS PER IZ ON SHEET 7(EXCEPT AS NOIEDJ COMBINED N ANY NWAY�ONSUN ANY
�NSTAWTIOIf. ••• Sul�MAL F�a�\ i 4
1 FOR NEW WOOD FRAME CONSTRUC170M WOCD MEMBERS TO BE SOUTHERN ���"�'• •.v,.
PINE N°.2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
c2017 RL/EpA Nc 0.050" BERTHA ALUMINUM STORM PANEL Lc.
1 (2.00" DEEP) G wN BY.•
-114-0 TAPCONs
W1 1 112'ANN. EASTERN EASTERN METAL. SUPPLY, INC °'��"
ATRTADED PENETRAROT1 OLNG.
(SEE SCWEME1 42M WEST ROADS GAVE
ALTERNATIVE TILUT TESTING h ENGINEERING COMPANY KST PAW REICH.It.J3407
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AAXIAftIRt A.S,D. DESIGN P, I,MM RA IMO (mf.) AND CORSESPONDM MAX1,tfUN ANClrnaz
SPACING 9CFIEDUI4E FOR INSTAUATlONS INTO MOVID FRAME BLUDLVOS
Ara sow A6704W APFY,CAB E TO Asa MW rA?RN(MINIA
AP%!M&E TO WYORW M000 rASMVM AFPLr46lE TO
PRESSTAIE RLGU/17 AI tN10E7 MRMRe0E5/h lI4GNAI PAW pAC55VF7' RE47AAB ALrERNn7Atr/& LL1vm"PMOL Ara O ow ��� H1BPN4IR4S/Q lMlDA/Y PANQ.
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I TAM.axS PAKtYNE inS OF + ) 7AKY7.V5 ALN R4T/MC(Pcf) EWA7/5 vAmura!Ml OF DI[il
!2' MIA WA I(IOP) 12' N/A I(TOP) 1Y WA NIA I(T47P)
NIA NIA NIA I NIA N/Arz- 1(eDnoM) lz" (BornTM) n• I(OorTDu)
12' NA WA 2(TOP) 12' MIA 2(top) 12' N/A N/A. 2(a-)
9- NIA NIA 2 moncM) 9N/A 2(8OTTOM) g• MIA WA 2(BOTTOM)
9" NIA NIA J4(TOP) 9' NIA NIA JA(TOP) 9' NIA WA JA(TOP)
9' NIA NIA J(BOTTOM), 9- NIA NIA J(BOTTOM) 9' WA NIA J(BOTTOM)
12' N/A NIA 4(TOP) 12' NIA NIA 4(TOP) 12' NIA NIA 4(TOP)
12' NIA NIA 4(BOTTOM) 12' N/A WA 4(BOTTOM) 12• WA NIA 4(6OTR)M)
g• NIA NIA SA(TOP) 9 NIA NIA 54(7aP) 91 WA NIA 54(Top)
9• NIA NIA 5(BOTTOM) 5 1I2- WA NIA 5(BOTTOM) 8' NIA NIA 5(BOTTOM)
9- N/A NIA 6(60mou) VNIA
NIA WA 6(BOTTOM) 8' NIA NIA 6(BOTTOM)
+40.0, -40.0 8 112" NIA NIA 7 8'-O' +40.0,-40.0MIA NIA 7(BOTTOM) >8-0 +400.-40.0 s 1/2' NIA NIA 7(BOTTOM) 8'-0'
OR OR OR UP TO Upto OR
[E55 WA12' B 70P LESS LE54 12' 1?" B(VOP)" !J'-0'• +6a0.-60.0 N/A 12' 12' 8(TOP) lFSS
WA 12' Y B(t101TOM) 12'• 12'• e(BOTTOM)• NIA 12 12 B(BOTTOM)
N/A !27 4(TDP) 72-• t2'• 9(TOO) N/A 712 12' 9.(TOP)
12- NIA NIA 9(BOTTOM) NIA NIA 9(Bonvu) 12' 171/A NIA 9(BOTTOM)
6' NIA NIA 10(BOTTOM) 5 112• N/A 171/A 1°(BOTTOM) 6' 11IA NIA l0(BOTTOM)
9' NIA 9' I IA(TOP) 9- WA 9' IIA(TOP) 9' NIA 9" IIA(IOP)
4- NIA 4- I I(BOTTOM) 4-'• NIA 4--1 11(BOTTOM)'• 4'• NIA 4'• 11(80TTOM)-
6' NIA NIA /J(top) 6' N/A N/A 13(701) 6' NIA NIA 1J(TOP)
6' NIA NIA 1.7(BOTTOM) 5 1/2- NIA NIA IJ(BOTTOM) 6' NIA WA /J(BOTTOM)
4- 4- 4' 14(OOTTOM) 4-•• J 4-•• 4'ss 14(8CT7TOLI)'• 4'• 4'• 4-• 14(BOTTOM)
•
USE 6-OC SPACING MR PANEL LENGTHS LARGER THAN Ip'-0'AND USE 12'OC • VAUD ONLY FOR UP TO 450.0, -60.0 p..f.WW.ASD.DESIGN PRESSURE
AS SHOWN ON SCHEDULE rOR PANELS LENGTHS EQUAL OR SHORTER T1LAN IO'-0' R471NG WITH 78'MO.PANEL LENGINS OR FOR UP TO+5a0, -500 P.s.f.
•• VALID ONLY FOR UP TO 108•PANELS LENGTHS, MAX ASD.DESIGN PRESSURE RATING WITH 96'M°r.PANEL LENGINS.
TtQ,TdddfJ6.lSsss,.
FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone)
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(2.00" DEEP) AMMY BS".
EASTERN METAL SUPPLY, INC TAW,
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WALTER A TIt1B Jr.,P.E. Ia-aa ��• SNEET 16 OT 17
FLORIDA Lh.dJr-