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HomeMy WebLinkAboutProduct Approval I 1/11/2018 Florida Building Code Online d Phil i i'I, i � Au.�Q�- 00 3rd zt. f� ,Lr c rr BCIS Home ; Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications j FBC Staff ; BCIS Site Map j Links Search 7 J f Product Approval jpl t }USER:Public User i Product Approval Menu>Product or Aoolication Search>Aoolicaaon List>Application Detail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved ed Comments Archived Product Manufacturer- Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@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 R4 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 Yearof Standard)) Standard Year ;I ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 . 2002 Equivalence of Product Standards Certified By ttps://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaXBPJpjVBZizipQE%2fOg%3d%3d 1/2 1/11/2Q18 Florida Building Code Online Sections from the Code Product Approval Method Method I Option D Date Submitted 09/Q6/2017 Date Validated 10/14/2017 Date Pending FSC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name bescription 11964.1 0.050"Bertha Aluminum Storm Co ugated aluminum Storm Panels retained or not by tracks N Panel(2 Inch)-Drawing number 17- toprovide hurricane protection. 097 Installation Instructions Lits of Use /11pproved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17-0-47 0.050 BERTHA ALUMINUM STORM PANLL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A �eated 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 1and.,/ 17-097 PRODUCT EVALUATION REPORT.PD pressures. Created by Independent Third Party:Yes steel storm panels retained or not by tracks o 64.2 24 Gage Bertha Ga�anized Steel t Panel(2 inch__--ElFrawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 11 EASTERN METAL SUPELY,INC DRAWING 1-7- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL,PDF II Impact Resistant:Yes Verified By:American Test Lab of$outh Florida Inc. Design Pressure:N/A Created by Independent Third Party,Yes Other: Large Missile. Max.span Is V-10"for+32.6,-32.6 f Evaluation Reports iI p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of 1 FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- 1 installation drawings for other spans and pressures. 1089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32329 Phone:850-487-1824 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic me11 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(1),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 emalls 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 Chapter 455,ES., please click here. Product Approval Accepts: credit Card sd_ )s://floddabuiiding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqsxYleb4opODchXgaXPmSkBJJXaX6pjpjVBZ!zlpQE%2.fOg%3d%3d 212 GENERA NOTES: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDA14CE WITH THE 2017 (6th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE,ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WAND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND 140 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. 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 WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN B.1)& 8.2)ABOVE. i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS RU 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. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, # 0812.01-05 AND MANUFACTURER. fJ 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPED(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 7998-02. WI7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (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 SHALL BE ALUMINUM ASSO IATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR STORM PANEL COMPONENTS TO STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/50 ksi YIELD STRENGTH'AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W!/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AST 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (c) 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 AND 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.G.TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS 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 EMBEDME14T 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 BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO NAS 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 A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4'0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. 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 A.1) &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 BY ITL'(/BUILDEX. FIFFFFFFi��� -1/4"0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. jJ1 THIS DRAWING SHALL ONLY BE USED TO -1/4"0 z 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA NO.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2D17 RLTECO.u•c. 0.050" BERTHA ALUMINUM STORM PANEL LC. ST,g7�OF Hg ,i (2.00" DEEP) oR.AW Or. EASTERN METAL SUPPLY, INC °'�f" 4258 NEST RGWS DRA-E TIWT TESTING&ENGINEERING COMPANY I1TST PAW BEACH.FL M407 -- - - - - - "-- "''r I aS5 H<]6u R.5•s.Ab,�acm DOS. iR5]t... PHONE-(561)209-8263•FAC(561)841-1716 17-097 EBS-0-0006'71 719 OR4 :nm1911- _ - _ _ _ IYLVG Ro_ WALTER A TLLU7 Jr.,RE d°r5-oa9 /•'a/1 � -- -- FLOPoDA De.4[147 SHEET 1 Of 17 14.101'(TOTAL WIDTH) 8.151-(TOTAL LITH) 72.000'(EFFECTIVE WIDTH) I _. .000"(EFFECTIVE W/DTH)I- 1.070" 170" 1.070' 7.070' 1--4.880-_, I 1170" (�. � AN It- i MAXIMUM A S D DESIGN PRESSURE RATING o f /D I ^'®OAS APPOGgLE' i ..'f'©.®AS APPOG9LE� li (T91 0.800" lrrP.) I I nRnn"(rvP.) { o yam- o. rryP.) k o CORRESPONDING MAXIMUM PANEL LENGTH T" SCHEDLn F o I0T o 0.250" NO' 0 0.250" N °4 -J 2.020 I- o -I 2.020"-- I otih o I z.oz0"{- PANELS RETALIM AT BOTH PANELS RETAINED AT LEAST ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES ®®0®®@® �''°�T�CESENDS OR DMEGT MOEWTED k _06(5 OR QD* MAYLMUM MAxid/UM -74.375" TOTAL WIDTHtEDGES 8.425" TOTAL ,YIDTH ASD.DESIGN Mar.PANEL LBlG7H ( J-- ( I I PRESSURE HAnvC LEL aSD.D_'S/GN Mac PANEL LD1G7R 12.000-(EFFECDVE WIDTH) I 6.000'(fFFECTIVf L9rOrH) (URE ) PP.ESSURE R47V;G L(N.) 1.07,' 170, 1.070" -.{I 4.880 1170" 1.070"-= I r r +J0.0, -30.0 13'-0" +30.0, -30.0OAS APPLICABLE { r®•©SR°PUL'ADLE13'-0- (TYRIhrP.l +35.0, -35.0a 12•_8' +35.0. -35.0 12•-0•+40.0, -40.0ti l2'-9' +40.0, -40.0I1'-3" 2.020"E- -�2.020-=- 2.020"�- +45.0, -45.012'-O' +45.0, -45.0 10'-0- OPTIONAL FULL PANEL W/0 OPTIONAL HALF PANEL W O HEMMED ED ES +50.0, -50.0 71'_0' +50.0, -5009_D- NEL +55.0, -55.0 10'-0' +55.0, -55.0= 1' +60.0, -60.0 9'_4" +60.0, -60.0 7'_6- +70.0, -70.0 8'-0" +70.0, -70.0 6'-5' CONCRETE ANCHORS(SEE SCHEDULE) i • s,i +80.0, -80.0 7'-0' +80.0, -80.0 I Min. 1 llin. +90.0, -90.0 6'-3- +90.0, -90.0 0 +90.0, -100.0 5'-7' +90.0. -100.0 5•-0- 1 1 !IIT T I I-f 1-i F-17I T T7 �iTl 41 +90.01 -110.0 5'-1' +90.01 -170.0 5'-0" j D U +90.0, -120.0 4'-8- +90.0, -120.0 4'-9- h ,� W +90.0, -130.0 4'-0- +90.0, -130.0 4'-4 7/2" *NOTE: CLW,A.S.D. DESIGN PRESSURE RATING&4wimUM q A PANEL LENGTH _ FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS +50.0, - 50.0 P.9.(. W/88'MAX. PANEL q LENGTH. T_ _J� � - MAX. ASO. DESIGN PRESSURE RATING&1.ma..fUM I I f AY I FOR AMOUNTING AS PER ALTERNATIVE 77 AND 14 ON SHEETCONCRETE ANCHORS(SEE SCHEDULE)I 3"-{ �17'r•`L� AND+50.0.14A 50.0 p.s.LAND 15O FOR UP T 108'PA17,RESPECT1*1Y.ARE NEL STORM PANEL �� z\, , S• TYPICAL ELEVATION `�e` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N. I.s i No.44167 02017771TECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL LC i L-114"AfOx. GAP 1/4'Afax. GAP--i - �'r--� ' (2.00" DEEP) DPAWN er, EASTERN METAL SUPPLY, INC 071161" o I�j�''��A��rr(( L':'•,� ` ' C• 4768 WIST ROADS DAVE [LITE. ' /.r�•;� E.� TICCIT TESTING h ENGINEERING COMPANY WEST PAUf BEACH,FL JJ407 V [, SL, ]04,wFGNN°uNUrs,A.]]rel PHONE:(5 6 1)709-876),fAX.• 81 897-1776 17-097 SECTION A-A - SiO�1I�`'`� o��,a:(]aslen-wc.ra.:(]osleTr-rSJI (' J EB-00°6719 °�%P-^K^ wn ORAWfNC No N. S - , WALTER A TLL.IT Jr.,P.E. FLORIDA Lie.4<I67 SHEET . ...._ ...... g r---2.25r--- o.a1a DP.x awa R. ?'TSB— -�-.231' 4 1/f`a 20 S.S.AACIONE 1II eau Iv/"i'. wASRER L_. a96• 0)6 N -f-a _to n 0965 - 4an c J0•A' Y dT T` .T W' "t LOBI` �.094` N w`6C/T a t. .r7s" AAX .091• �n`rs. @2 �M1 F190. �_6 W �� l 100' '4 .090' a)f M ti .097• ?.125` � I-----2fbf'� --2Aa03a� 1°ao" — TnX 2.3,8' 30 I 2125- 2,93` —1.464' .J 31 - 01 UmAlOPTIONAL " Max mU" BULD OUT HEABUILD ourY BWL:J/° 5/0'-1' J/e'-1' ••�r� 975' Y T 6 O!2'O.G 390'-1 )1-1 • II •0i]' NNE7Ea 1U ANDLc- a ''�•FI1FTlDslq MGit-.• 1• II KTFRNAIE r i .190'- SRACth..""S SHOW #'a CT-T 1 CEC tQ^a7ISt SECTIONS L _•—,1 7 SEE • OLT _ S e _ R KIFANgE � w o DETAIL 1 „--__--�_-._-.-^- ” �^' .a � ' LEC LOd1/0N n .: o y f y •---•• »• . �f.9]0-- Q•' 20 N' OF'm ++ STUDDED NGLF 10 ANGt£ W/TN STUD m 11 �irS'(AfAX 1x118" O ® F C ANGLf WITH $L 5 :J/d'-1• =W.J/9'-T' -TS SCuf:J/e-T' • /•a.JrS' a.JlT a Id �I.317' .275' t t N •2 J0f SERIES S - - h >AOS2'u`. RLD EW70 PLATE -1150' ' 2.760-aljY `'. .093' y �-A750- `-a.J 15' .,,i .62D Trt! L7r,E atp .L_ `<� J• .471' .309' yy,1111//i✓09 sr LARGEKEY HOLE (OPTION 1) SMALL KEY HOLE(OPTIDN ) 12A ROUND HOLE AT PANEL 379 s69 y[ seeet:J/e•.1• scar:J/e'-'' 1 S qty«Y': ��1,5`�,"-•���:. AT PANEL Jr09-nTs,xmn attar ;g p�jj 44167 .786" y sGvr:J%'-1' SJtarJ/6 1' No. S 643/'Ay I�.1)]' -y(_'p]• r' ` .281 IBB �1 1 RLB7B` .OS7 N L- 0 IY�6.,-,. 1.375' s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) !6 830. ANGLE I °)5 [2017 nLL.C. 7EC6,INC.LNC. 0.050" BERTHA ALUMINUM STORM PANEL 15 SNAP CAP O Baer:3/ r s 1 I (2.00" DEEP) D.aalry Br E—,�,•-,- DETAIL 1. STUD W/wNG NUT i� 07/26/17 I L E C O,, EASTERN METAL SUPPLY, INC mre ,abB wEsr Rows D,n}� COMPONENTSTlLJ7 TESTI(G 8 ENGINEERING COMPANY h"STPacll 25CTZ fL M407 17--097 -- -- - - - - - _ .. a]. - --- _ ass5 LLT.ZCS r Ss EN WEER 0 9a7C R ANas PrtD+M1�:{5SJj209-ffi63.FA1�(55t)H47 i7TS ORAt4YN6-f.° rca Ts-Osst,1T > Y.'t r A-'AWT Jr..P.E. SIiEEc 3 eF 17 ROWOR Lic.«767 9 Conl. 250, POURED CONCRETE OR `\ ,\ CONCRETE ANCHORS CONCRETE BLOCK WALL .�\ COt.'CRET£ANCHORS -"�'1fnx• IS SCH£DNC RE04PREA ) CONCRETE ANCHORS ;\ (SEE SCHEDULE) ♦ ) - (OPEN FaSRTDN}J (SEE SCHEDULE) V_- 1.000; `="-__-_ _�. 3 Conl. "'�,.-\♦ .500" 250• (SEECONCRETE ULE"ANCHOR- '250 (SEE SCHEDULE" itAfnz. FOR SPACING) \ i i POUREO EF. POURED E.D. POURED ED, j CONCRE/E 1, I I REOl1/P.£O CONCRETE I NEQUIRED� \♦ �\ 1 t . ''\ CAVE. I N R£OUIRFDT ♦ i , 2 _ l{\� \ �� �♦ I I Conf. '\\,•\ •' '.\ ' H E.D. . I"ANn. CLASS DOfI i w - r'Min.SEPARATION 70 GtA55 1^, TO GLASS \`, ., •�`• I I y I I ,i1"Min. 04AARAT/0N I I t"u ! H 1 TO GL+kSS z OPTION ff I 1"Min.SEPAPADON w CONCRETE AN'CNORS SECTION 3A COW. F �'n„ I/a"p'20 x 3/a' I ! (SEE SCHEDULE) TO cuss Iss.BOLTS sY/ /B'; ; -_t CpnL , i Q ' J/J2'IANC NU7 O /, ; p• I/2 0.C. I e '� .500' v. /. �'! / _l* x Pte/ C I I I T N 8 w7 CONCRETE E.O. 1 OR CONCRETE J ' i 1 y " I a POURED ED. F� BLOCK{YALE 7/7,' %,!/.'�' ; CONCRETE \ REDUIREO //// / I f I 1 REQUIRED V1 POURED! f I 1 GONCRf7E' f I \ \i CURE \ 4W CONCRETE ANCNOR5� CONCRETE / I OR CONCRETE ; \\`\ \ \\♦\ '� IC" {5£E SCHFDULE) OR CONCRETE j i R40CK WALL ED BLOCK PALL REQUIRED / I ' I'AhA SEPARATION / 7 COM. REQUIRED E. D I / I — TO CLASS .w.: (OPER POSJRON+} -f I SECTION @ANCHOR 7LTD. //j CONCRETE ANCHORSCONCRETE ANCHORS! 7.125 250' (SEE SCHEDULE) / QPTIQN f2 r (SEE SCHEDULE) / Mur. /, SECTION .3A WALL MOUNTING INSTALLATION SCALE SECTION 0 ANCHOR • / /J r2"O.C• ' i N32 ' 31INNG NOT 0 tAG NUTSECTION POOR, 0 E.STUD CONCRETE OR CONCRETE / ' POURED CONCRETE OR N BLOCK IYAttEO 7 CONLREfE BLOCK IVALL ! i REQUIRED / i REQUIRED /• POUREI>� ! y .� .566` CONCRETE / I 718"x 3/32" '" E.A. fPCE DISTANCE T 5 Cont. COt•7. E.D. OR CONCRETE I {nNG NUT O "'o (SEF 5CHEDUtf OJJ / ✓• BLOCK CRE1ALL I EVERY STUD W SNFETS 9't 10 d 11) COQ CRETE ANCHORS / (OPEN POSRTON+) REQUIRED 9 12"O C. °• (S_E SGNEOULEJ SECTION C� STUD TYP. TOP/BOTTOM N123" I I` BU fPT" :F LI STALLATlO WALL MOUNTING INST LLATI N +NOTE:SNAP C4A r SECTION 4 ^•--�o k ¢I �� REAMIN CL05f0 AT N ,"3 HURRICANE COND17rONS SCALE: 7/2�m 1` NOTE FOR COMBINATION OF SECTIONS: �r r / 9 cont, '' r.µ SECTION&STUD VIALL U04IN77NO SECTIONS CAN BE �°° FLORIDA EiUI1��6t��R��4�G CODE Non High Vet ' COMBINED 7N ANY WAY TO SUIT ANY INSTALLATION. 4 •�Yu;„ g y)H., Zone) WALL MOUNTING INSTALLATION No.44167 .2017 TILTECO•INC. 0.050" BERT}r-AtUMM TORM PANEL L.C. SCALE:112' 1` 1 7: (2.00" DEEP) DRAWN BY.. SECTION i — ���1^�� , j/r�^� p�� EASTERN METAL SUPPLY, INC Q7DAYY/•..r' N :DETAIL OF SECTION O STUD YAt10 ALSO FOR / � y�0 N C� 1+/ptL 1.IOUNI7NC iNSTAttA710N-SECTION 2(TOS) ; .,'�' L_—. 4T68 Af B RA4D5 334 It'ESI PALA1 BEACH,FL JJd07 l i 1• PW TICCIT TESTING!<ENGINEERING COMPANY i �'� f•• \�V .I'I♦ WTS N.W.:6N.it.Ste. O.—v—tApGi1,T.SSib6 PHONE.'(567)2D4-i8287 FAX(567)941-1776 17-097 ,, t�l(�1 4 Penne:LxslaT+-Ix10.10,:(tosla7l-lul ay��c ELI", o��� T ORAIVLYC h'o i/' t�• ..•' EB-0006719 mD'M Call a WALTER A.TtLLrr dc.P.E. SHEET 4 OFT? FLORIDA Lie,44167 -7/8'x J/J2• W1110SOLID SET OR ELCO ro/e PANELA�7E OR S.C. TAPCONS EVER STED B CONCRETE ANCHORS \ B 12 OR ® {Y/I/4 C-20 SfDEIYALK BOLT OR o I EVERY O. C. (SEE SCHEDULE) \\. CONCRETE ANCHORS E.D. _ AT PANELMAMS 1- 3 Cont f'Afin. CONCRETE ANCHORS E D, (SEE SCNEWG£) ® ® /O // \' / c ry 1 T�E O OR IY I3 IY 1 4 0-70 TRfASSHEAO BOLT++ OR S.C. TAPCONS o o k (SEE SCHEDULE) „1 1 ' (SEf SCHEDULE FOR SPACING) \ POURED CONCRETE POURED CONCRETE REOULREO I REQUIRED ,I POURED .• 1 .\ ♦ '1 1 \ .\ \\�:�\\�I •�Ai .�i`I1 1\ CONCRETE w i \�\ .�\'. ,`• 1'!\ ♦ .� ,\\ POURED REQUIRED I i 1 1 _ CONCRETE 6 1 OR CONCRETE \ \\ \ 1 I 1 0* (ALTERNATE i BLOCK WALL 4i I (LEG LOCATION I , REOUfRfD iLIM i I i 4 Cont .1 8 Cont \�� 1/4'0-20 BOLTS 1 7/B I 1 I G , J/J7 INNG NU 72'O.C. I N 1 CONCRETE ANCHORS OPTION JJ (SEE SCHEDULE) SECTION SA 1 N I h vW n w 1 y2, N I .�1'Alin.SEPARATION .\ i I I 1"Alin.SEPARATION' I I t I'J TO C1A55 1'Min. GLASSSEPAR4RON POURED \ 1 TO GLASS , 1 tl 1 TO GLASS 4i CONCRETE'. REQUIRED` i ! N 1 1 1 w 0-20 1 7/8'r 3/32' * I IY/NC NUT B i 3 BO_' _ 1i /�i 1 EVERY STUD / I ©11"0.C I I NC NUT B/J2 1 POURED J I 1 = i Cont i I 12'0.C. 1 CONCRETE ,. i I ,� 1 i j OR CONCRETE j I T- I rv15 I 7 , BLOCK WALL 4i 1Ni I I. I25 1 Conf. REQUIRED LSE"CTI�QN TIPOURED CONCRETE POURED CONCRETE SA REQUIRED j / REQUIRED / CONCRETE ANCHORS I-D. CONCRETE ANCHORS / SOLID SET OR ELCO mofep�Al£LAUTFf/R-SII.-T /• / (SEE SCHEDULE) (SEE SCHEDU D / B I2 OR ^1YJ 1/410-20 SIDEWALK BOLT OR B IR 0W/@ IY/1/I a-20 TRUSSHFAD BOLT t t ' CEILING & FLOOR MOUNT (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOU NG DIRECT WALL MOUNTING INSTALLA D. M. �1 Mln.SEPARADON — 1Q (NST ELATION — SECTION 6 INSTALLATION — SECTIO — SECTION 8 SCALE: 1/2•- 1 To GLASS I i 7/8'x 3/32' SCALE 1/2'- 1' 1 IYING NUT B SCALE 1/21' EVERY STUD I B i i B 12'0.C. cM. i o� I 1.115' mp I //Z777////7,/////////l//l///// ly X1`1 f,1 T1„'TI,.L/ POURED CONCRETE E.D. EDGE O/SlANC£ REOU/RED (SEE SCHEDULE ON CONCRETE ANCHORS—�• E.D. SN£fT5 9 S ID& 11) V�q1� ��V 1- (SEE SC 4,44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2077 D[TFCO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMBINATION OF SECTIONS: SSS i (2.00" DEEP) DRAIYN BY. - BUILD—OUT & FLOOR MOUNTIN GgLL/FLOOR/CEILING MOUNTING SECTIONS CAN BE T• - �� ,� EASTERN METAL SUPPLY, INC 07125117 INSTALLATION COIAB/IfED 1N ANY WAY TO SUIT ANY fNSTALLATION. 'L E C O INC. — SECTION 5 �A �!C�t��� ' 4268 WEST Ra4DS DRAE -- -- - -- ,-SCALE40.ova E'(56I)20-B26.LLM C FAY(661)811-nrs — 5' EST rL 17 097 ��`• LIT TESTING&ENGINEERING PXOIf 9 TIL __- 6L'S ICM. R e,Ss.]e].LW PoG _-_ _-_-____ _ - - - -- I• __ vns.:(ms)en-Is]s.Fm:nos]sTl-1 1 _ _ - -EB-0006719 YHLTER A TiWT Jr.,P.E. as I— l A SNEET 5 OF 17 FLORIDA Lia:44167 CONCRETE ANCHORS E. D. (SEE SCHEDULE) SOLID SET OR ELCO male PANELMATE OR S.G. TAPCONS O @ OR(19;,A W/114-0-20 SIDEWALK BOLT OR 0 POURED 71810 x JIJ2 CONCRETE OR(qW/ 1@3 W1114-0-20 TRUSSHE4D BOLT + +//—WING NUTS 0 12"O.C. REQUIRED EQ. Ea AT PANELMATES OR (SEE SCHEDULE FOR SPACING) S.G. TAPCONS • X\ N N Cont. FL POURED Li CONCRETE E. D. EDGE'DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 & 7 1) tj NOTE FOR COMBINATION OF SECTIONS 1"Min. SEPARATION—i TO GLASS WALLIFLOORICEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1"Min. SEPARATION TO GLASS Lwo + + SIDE WALK BOLTS ARE 3140x31,327HICK HEAD MACHINE SCREW W/LENG7H AS PER NOTES k2 & 8.2 (SHEET 1) 718"0x3132" c i i 4 + + WING TRUSS HEAD SOLS ARE I/ NUT 0--- 1/8-THICK EVERY STUD HEAD MACHINE SCREW W/LENGTH AS 0 12"0. C. PER NOTES A.2 & 8.2 (SHEET 1) z 718 0 x 3132 WING NUT 0 EVERY STUD 0 12"O. C. I i 1 1 iiCont. ALTERNATE LEG F—'LOCATION POURED '17 rr-p-- CONCRETE OR CONCRETE '4 REQUIRED ---- Q ZPOUREDI BLOCK VIALL CONCRETE EDGE OF r REQUIRED SLAB IF CONCRETE ANCHORS CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) —E.D.- 10 CEILING & FLOORgA40UNTING INSTALLATION SECtffik--TO; Cz. A V FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona)l C-2017 7XTEW,INC. 0.050" BERTHA ALUMINUM STORM PANEL I.C. WALL. MOUNTING INSTALLATION No,114167 (2.00" DEEP) DFAWN fir, -4- 0712617 1241r. 4268 HEST RCIDS ORIVE ERN METAL SUPPLY, INC SECTION 9 t. LIEC EAST 0 MW FALU LEACH.FL M407 TILLIT TESTING&ENGINEERING COMPANY PHONE:(561)209-6263.F".(561)841-1716 17-097 P- (m5)87� 1530 F. $38 SCALE 712" a x. — DRAAVIG NO -006671 VIALTER 14 SHEET 6 OF 17 TR A.I'LL11 J'.II P.E. or `fXISTYNG 7 7/<'/AN. 2� ,'J 1/2. BRICK VEENER / i ��EX/STING PENETRATION TO AUX A / 1 1/4"If& 2" / J 1/2" BRICK VEENER CONCRETE BLOCK / I PENETRATION 70 MAK &2'TO CONCRETE�� CONCRETE BLOCK d,2'TO CONCRETE / I / -- v----`-- - ---- ,-/^L 4 ° �° 7"7' • -/I I rT �' I/ I J ��l 1/4 CX8"ECCO mole EXISRNC I ! _ POURED CONCRETE "•�., L pANELAfATE NAS ANCHORS OR/< 0 STEEL ANGLE UllTEL i /1 f 0x8'ELCO mak —EXISTING OR CONCRETE BLOCK �'` / POURED CONCRETE / I i J TAFCONS OR 1/4'0 ELCO MALE AS APPLICABLE , I '\ l PANEUJATE NAS ANCHORS OR 1 4'0 STEEL ANGLE LINTEL 4 x WALL REQUIRED I i OR CONCRETE BLOCK �' — / U PANEUAATES(SEE SCHEDULE FOR SPACING). TAPCONS OR f/4"0 ELCO AMLE AS APPLLCABLE I ,O I I I WALL REQUIRED I 1 i i PANELMA7E5(SEE SCHEDULE FOR SPACING). ; j-<D -OPT/ON E1 I =50TION S£CTION 11A W I I I'Mfi.SEPARATION TO GLASS I = I i N EXISTING I BRICK SILL I I 1/4'0-20 X J/4" I S.S.BOLTS III 7/8W 4 J/J2'IV7NG NUT 0 12'O.C. I E-D. EDGE 0E (SEE SCHEDULE9& TON 9 � i //d"MIN. I � O % I I SHEETS & 70 d I/) I PENETRATION TO EXISTING I ++ I CONCRETE BLOCK I / / / W FLASHING AS I I -�1 SIDE WALK BOLTS ARE J/4 OiJ/J27}fiCK Q 2"TO CONCRETE I �� APPLICABLE IENS A P R NOTES A2 SCREWHEAD MACHINE 0..2L(5 YHEETH 1) I / i I 1107E FOR COAfBINAPON Of SECTIONS WALL/FLOOR/CEILING AfOUN77NG SECTIONS CAN BE TRUSS HEAD BOLTS ARE 1!2"0x//87H/CK HEAD MACH/NE SCREW IY/CENG)N I -------I---- _--- COMBINED IN ANY V.'AY TO SUIT ANY INSTALLATION AS p 1!07£5 A2&B.2(SHEET/) -------i---- ----- l-. - - -, ' 1 o ; ( i 2• I J 1/2" C"' If.. Mox. Fj111/11I/lp>��� rXISTINC iyf�L.(r P I�•rIl VEENER 1571\C ...C.... �. POURED CONCRETE\ 1/fbi8"ELCO mole v�77 �'\�bINs OR CONCRETE BLOCK- pANELIMTE 0 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N��e�,GH �� ^• HALL REOUiRED a DON. OR I/4.0 ELCO MALC ; :• N0.4 1 6? ? 02017 M=O,INc 0.050" BERTHA ALUMINUM STORM PANEL L.C. PANELMA TES(SEE SCHEDULE FOR SPACING). T ; (Z.00" DEEP) aRAIVN By. 07/26/17 BUILD OUT INSTALLATION _ o " `}T�j 't. �L E C 0m., EASTERN METAL SUPPLY, INC DATc SECTION 11 -�( !((AX���,� B ENGINEERING - _ _ -.e.AMINE• 1t1� f2EB�ROADS DR.Yc _ •, �.'�� � TICCIT TESTING RING COMPANY 15c5T PALM BEALN,FL J3<O7 - -__ --- -- - ., a]s!tts.'est clm�q R a1ta1 PHONE. (561)209-8263.F.UC(561)841-1715 17-097 -V/0i 7 A L __ - twe:(zsfa EB 0(MJ6779.(3s laT-211__ m, Il4AN7NG No SCALE:J/8•=7• Url _ _ _ _ __ -_ _ .- WALTER A TLifT Jr.,P.E. ttO u-M9 !L+ m - FLO.DA Iia 44167 SHEET W OF 17 ADJACENT INTERIORLY ADJACENT •�'i' 114'0 TAPCONS PANEL— rREAtOVABLE --PANEL �'•'.� i' PENETRA ON,TO EXISTING 1 112- WO���ADED CONCRETE ANCHORS STORM PANEL 1/4"lfox. GAP AT 6"O.C. �, �+ HEADER. 114"Max. GAP - �.•. it _AQI b s POURED c I t CONCRETE 1"'� _ ANY 'S 1 REQUIRED- '. @OR Y OP NY CK OT SECTION B—B OR ANY OTHER 2 FOF TRACK Cant. SC 112' 1' 1/4'-20x1"S.S. WOOD HEADER SlDE7VALX BOLTS. ' REQUIRED IV/718'X 3132' TYING NUTS AT OVERLAPIt LL I— it 8 (BOTT) 12A,128 8 (110 --- --` - _ w 114'-20x!"SS. '} wi AOJAC£NT IDEWALK BOLTS. 1/4=20x1'SS ..^ PANEL IV 718"X 3132" INTERIORLY W SIDEWALK 80L7S.=y WING NUTS AT REMOVABLE ��>X-c- 5 e W/718'X 3132" -7/8'r 31.72 OVERLAP STORM PANEL ' \/ "Min. S£PARATTON` 0_ WING NUTS AT —I1•A6a. GLAARAR0IL f EVER NUT / ! OVERLAP To GLASS t EVERY STUD i 0 GLASS ,,�, e i = 0 12 0_C. i -B� POURED Sly 1T ,x OR CONCRETE o S J/ OT— ' iif 1 .WOi ! REOU1R BLO IV£TE o I `EVcR 5TT$" ! � m rrQ. p q [ ff ' t14'10 O ELCO PANELAWT£S e $' SOLID SET OR SO TAPCONS— I 1 1Y000 STUD' 'i� 1 OR SG. 7APCONS IY 2"AI/N. OR PANELUATE5 ANCHORS 0121'O, C, PENETRATION AT HOWIDTH 0 6'O.C,AT ADJACENT REOUIRED �I OF PLATE 0 6'O.0 PANELS 1 " �I 0 AO.MCENT PANELS 8 (eaTT) 12A,126 s ) - WALL MOUNTING INSTALLATION WALL MOdNTINQ INSTALLATION SECTION 12A SCALE: 1 12 - ' SECTION 128 Sa E` 112'= I' INTERIORLY REMOVABLE STO M PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL —rLEVATIdN MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 P.S.f. SCALE: 1 112' ,tl'''tEA• Tliy'' is `tit L� �fV,g�'•..`�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I Q 44167 , 92027 PL1ECO,AVC 0.050" BERTHA ALUMINUM STORM PANEL L.C. `4Y` ?" T• a V Y I(j] (2.00" DEEP) DRAWN BY. x /���� EASTERN META( SUPPLY, INC 07x5117 Q /1/\ ;•/ :. �Y E C V 1 N C. 4268(VEST ROADS ORNf TILLIT TESTING do ENGINEERING COMPANY H'cST PACU MON,R.T.T407 I7-097 2 Pl `V 6']9!Nw.,btx.Sr.va.JOS,vSNr cum 6 n.]1... PHONE:(561}209-8263,FAY,(561)641-1714 J�l• ""•' •l.�`� al Fxxa:(]CS)bTt-1510.Fax t(]OSIA11-t911 �O,Cx DRAWING No // p ,`V ,t' E9-0006779 7 'ri•xo mrt m.w wtt 61AJAL JVN WATER A.ALUT JV*C1 ad to a5 I SWEET 7 OF 17 FIGIUDA U1.44167 POURED CONCRETE 1/4'0-20 S.S. MACHINE OR LONCR E7£BLOCK BOLT IY/NUT&I-ASHER HALL REONRED m rz'o. c. CONCRETE ANCHORS o t-2.500")X. (SEE'SCHEDULE)\ N 7/8'x 3/32" CONCRETE ANCHORS o (' MNG NOT f�--- 1 POURED CONCRETE 8 12"O.C. 2500• ----- EVERY STUD OR CONCRETE BLOCK —�r] ® 72'O. r CUT PANEL WALC REQUIRED IrrI 1G M. 1.000" I POURED f.D. CONCRETE ANCHORS CONCRETE r C 12'O.C. -REOU/RED Cant. 1 -_4, 2"s 2"s.055'T° AL7ERN41F LEC LOCATION - 2'r 5'x.055'OR Conf. e. a�/n.ANGLE OR .G60'3105-X154 SHEET 2"x 4'x.125" o METAL Alum.BENT PIATE w _3105-H14 0.4 6063-76 ALLOY h � con(.Al...ANGLE I--�1'A6n.SEPARARON TO"'u CASE A (P/an) CASE C rPlan) /4'uW SCALE: 1/4'= 1- SCALE. 114- "Z 2•x 3's.093'3105 H-14 OR 2 6067 ALLOY Can(.At...ANGLE ANCHORS 606 ANCHORS B 12" t.G J —f a1 °. 7/8"x 3/32' =� IYINC NUT© +7 HALF PANEL 1/4'GAP 1.000' 12"°. C. 1 VARIES 3'�I PoURED CONCRETE OR CONCRETE BLOCK y 1.000- Gar. HALL REQUIRED 1 7 POURED CONL BLO Cont. OR CONCRETE BLOCK WALL REQU/R£0 /.i ; \ CASE D (Elan) POURED CONCRETE SCALE: 1/4"= 7" REQUIRED 1 i CONCRETE ANCHORS L' (SEE SCHEDULE) 90'<L 1J5- X = BUILD OUT DISTANCE • o TRACKS(TYP) CEILING & FLOOR MOUNTING ..... '- _••__•- - INSTALLATION - SECTION 13 1 2"Gex. SCALE: I/2•_I• � E.D. - EDGE DISTANCEa'0 BOLT 4'x 4-r.072" (SEE SCHEDULE ON ® 4'O.C. 105-1/14 OR 6063-76 ALLOY SHEETS 9.10&11) IV/JACKNUT C L Arum.ANGLE NOTE FOR COMBINATION OF SECTIONS CASE B (Plan CASE E (Plan) IIALL/FLOOR/CEILING MOUNTING SECIiCNS CAN BE S�STIFJ��A"� END CLOSURES DETAILS llSCALE 114"= 1 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 11 I ` 'o..�•....... ��t,`yl�+ ' '�`CJ6S� '•���� FLORI ILDING CODE (Non High Velocity Hurricane Zone) �• A i 67 02017 77L7£CO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. 4 11 U (2-00" DEEP) °RAIYN Br EASTERN METAL SUPPLY, INC (2,1. pp 4266 WEST R0A05 ORrVE •,Dir •. © 1�5-`:' ��,:` I LT TICCIT TESTING h ENGINEERING COMPANY Y!•5TPALM 263. ,R..37407 AS s.]�Yu2GNu GA eO¢sns+snee E(567)Z09 6267,FAX:(567)847 1776 _ _ _- ---- _ _ _ V ••..-...•-• sys vw. U.s�s. PHON 17-097 _ _ CR4fYlhG Na _ �f�.�1.F\ _ --_ __ EB-OOOfi719 _ ____ ana-cas /.'�/1 T` WALTER A TILLR 41,P.E SHEET 6 Or l7 FLORIDA U.44767 .S ESG PRESSUM RATIM0 (p-s-4) AND MERSPOOM MAXTAWKCO SPACING SCHEDULE F'ORJNSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES Y4tWt1Y rLYSV W N« .PS SPACA:rGi£O..!t/P++ AJ+Rtlti..6 N YV:iLN MCt:U°S 3PA2t1;!G?£A:i�•++ .ViIX.t4F t0 ASD.0."SG'! SG W.E/i IfIHYUY PAl:L A1, GE9LY 60:IKYf9/6 Ju PAti2 PF[36Wf RiLVIAP t>LA16 90U0 SET SA WCAV PA42WlF6 PM'ETII1 M,S .�NpyM,nV [[r,GM 1'(flJ �Pn'�rJ RlCIRAP Tm No SdIO YT SGtAPCC!! 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NIA IIIA 6(TDP) 10.0.-40.0 12' NIA 12' NIA 12' NIA 12- N/A NIA NIA 6(601701.1) 8o-RO" +40.00-400 9' NIA rl• NA 12- NIA 12" NIA NIA NIA 6(Borro1,) >8'-0 OR OP l LESS 12' NIA 12' MIA 12' NIA 12, NIA NIA NIA 7(TOP) 4EW LESS 9' NIA it, IfIA 12' NIA 12' IfIA NIA N/A 7(TOP) f2• NIA 12' N/A t1' NIA t2• IVVA IIIA IIIA 7(80rroN) 9' IIIA it' ILIA 12" NIA 12' NIA IIIA IIIA 7(90170") NIA IIIA 12' 12" I2' 12' 12' I2" r2" 12' 8(TOP) NIA IIIA 12'' 12-+ 12'+ 12"+ 12-+ IY+ 12'+ 12'+ B trap)' IIIA NIA 12• 12' 12' 12' 12- 12' 12' 12' 8 OrwroN) N/A NIA 12'+ J2" 12- 12`+ 12'+ 12'+ 121 12'+ B(80170-)" NIA NIA 12' 12' 12' 12` 112' 12' 12' 12' 9(TOP) NIA NIA 12•+ I2•+ 12'' 12'+ 12•+ 12'+ 12'+ 12'+ 9(Top)• 12' n' W r2' IT' 12' 12' /2' 12' 12• 9(60-1) 12' 7' 12• 12' r2" I2" t2' f2• 12• 12" 9(907701,) 12' NIA 12' NIA 12' NIA 12- N/A NIA NIA f0(TOP) 9" NIA 11 r/2- IIIA I2• NIA 12' tt/A NIA NIA 10(Tap) 6' IfIA 6" NIA 6' NIA I. IIIA NIA NIA 10(BOrloM) 6. NIA 6' /1/A 6' N'A 6' NIA NIA' NIA 10(00110") 9^ NIA 9" NIA 9" NIA 9' NIA 9' IIIA IIA DaP) 9' NIA 9' NIA 9' NIA 9' N/A g^ NIA IIA(7aP) 9' o' 9- 9' o' 9- 9" 1. 11(BOTTON) 9' 9- 9' 9' 3' 9- g' 9" 11(sorrow) D" NIA 6' NIA 6- NIA 6' NIA 6' HIA I3(top) 6- NIA 6' NIA 6' NIA 6' NIA 6' N/A 13(TOP) 6' NIA 6' NIA 6' NIA 6' IIIA NIA N/A /J(BOTTOM) 6' N/A 6" NIA 6" II/A N/A 6" N/A r3(E0110N) + USE 6"OC FGR PANEL LENGTHS LARGER THAN rD'-0-AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGMS EOUAL OR SHORTER THAN 10'x-0 s.IAAYINUIJ ANCHOR SPACINGS ARE VALID FOR 3 1/1'EDGE DISTANCE FOR E D.LESS THAN J 1/2: AN CHORL/EGENO REDUCE ANCHOR SPACING BY NUL7/P YN �JODUIFB'/-JHE-fOFt01fYMG FACTORS' --{NO>'y-)„Hrc"Cp"'TS7IF54➢D5 7 ANCHORS IS 3-) dfn. FOR THIS OPERAn01l TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SH4LL NOT BE ANCHOR TYPE�NGNOR LESS 71AN AIINGtNtJ SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACING FACTOR TAPCON(REGULAR OR SG)PAREL/JATE OR PAN'EEAATE NAS 3• E. D. =FOCE DISTANC ACTUAL E D. TAPCON(REGULAR) SG.TAPCONi,PANMAT£OR PANEUATE TVAS SCUD SE! so' SET J' 3^ - .06 .75 2 1/2' - .7r .SO =1rjt ll:JfJ7srJ/t//1,d 11/2' .35 - Q,U•,11f$&'•/,�'j3 ;. FLORIDA BUILDING CODE {Non High Velocity Hurricane Tone} f � o C-1017 MICCa INC 0.050" BERTHA ALUMINUM STORM PANEL LC w Ed67 >. � {2.00” DEEP} DRAWN ar. w�} .' f/ •t'(I > "+' 07DA26E I7EASTERN METAL SUPPLY, INC TL C . 426a WEST ROADS DRNZ !._'il���..••(/�]V(,�'+\f �^y 11 TILLIT TESTING.1t ENGINEERING COMPANY WEST PALA!six,GH,FL M407 ;` """-+ ••�' 1 w99 eaw.:em.st,5m.xs.YPe1+'A e1.�CnS n STtes PHONE'(561)209-826J,FAY':(561)641-1716 17-097 Ppee i(saslell-1!70.ru:(JOs}411-1111 �,.wP aTAraney no6aaro, PYy DRA111NG No NA !\G ES-0006719 :4 iY� . WISTEll A.TILER JI..P.E. do,S�:fi nnsn �Tw FLORIDA Lia 441671SHEET g OF 17 MAa'IAfil�f ASD DESIGN PRFSSURi- RATING (p.s.f,� AND COR_RF'SPONDINC AlAX/,WTTAf AN(`NnR o SPACING SCEEDUDF FOR JAMILTA77ONSH CONCRETE CONC T'TF' BOCK S772TT('UMB IfAXYOY M4iJRS SPZ w E a-3 172" APPlX1tRLE ro 1NID/LY AAC1fAA�SPAmG ID.4 E a."A.. 450.OLSGY SCLn]/6/< rWL/NI PMQ 454 4.521! /2'. ACiW'JJE ro Y4rrJ R£Lid.44 TAGY'G.fi SIXO s•"r SGT/Flbfl PM�IJ1iL5 AYOJY2 NAS AW mIM1.,_ IACM x"(R.) PRESSYaF ATGVIA4 IA�LG3 SO:PJ SIT SGUPCGV PAY'LYJ6 PAN• IIE n'Af �rLIA.�/Q YM9/W PA ro mVCALTE ro ILISR'.Yf ro m\TFEIE ro A(450YIN ro rohTJICl6 ro Y449.YAT ro mhLFE1C ro/W44'AY ro m1CACT6,ro YASGYIn' Or ncll R11NC W'y ro mYlREIF f0 JNSNMY lo__rC ro-,wro LWAWLTE ro IW9JW ro LTYA^IJLIE ro 1LASO.VIN ro LL M1K1i4TC TO`4­1wIND, Lam x•(rc 12' N/A 12" N/A 12' N/A 12' N/A N/A N/A I(T0P) IT- N/A II' N/A IT- N/A 11" N/A Ii- 1//A 1(TOP) rz' 7' 12' 12- 12- 12' 12' 12- 12' 12- 1(BoTraq I1" 4' 11' f1" 11- If r1' 7" 11" 7" 1(BOTTOM) 12' N/A 12' N/A f2' N/A 12' N/A 12" JJ/A 2(IDP) f]' N/A Tl' N/A f!' N/A I1- N/A 11' fJ/A 7(Top) 9• 9' _ 9' 9' 9' S' 2(BOTTOM) B' 4- e' 9' 9• 9' 9- T- S. 7• 2(BOTTOM) 9- J//A 9' N/A 9' N/A 9" N/A 9' N/A 34(TOP) 9' N/A 9' fJ/A 9- !J/A 9' !!/A 9' N/A 34(TOP) 9' 7' 9' 9- 9' 9' 9. 9- 9• 3(BOTTOM) e' 4' 9 9- 9' 9' 9' 7" 9' J' J(BOIrOAO 12' 7• !Y I2' 12' 12" 12' 12' 12- 12" 4(IUP) I1' 4• f1' It, I1- q' fI' 7- ff- 7- 4(TDP) 12- 7' 12' 12' 12' 1z' 12" M• 12' 12- 4(BOTTOM) 11• 4• 1J' 11' 11' I1• Ir, 7• 11- T 4(BOTTOIA) 9' N/A 9" N/A 9" N/A 9' N/A 9" 1!/A 'm(TDP) 9" N/A 9- N/A 9" IIIA 9' N/A 9' N/A m(TOP) 10' J//A I2• N/A 12• N/A 12- N/A N/A N/A 5(BOTTOAQ S' If. 7• N/A 9• 1!/A 8' N/A N/A A'/A 5(BOTTOAI) 70' N/A 12" N/A 12' N/A 12" N/A N/A IIIA 6(TOP) 9• N/A 10- N/A 12' N/A I1' N/A N/A JJ/A 6(top) 10 P /0' N/A 11' N/A 12" N/A 11" N/A f!/A N/A 6(BDTJOUI 8•-D• 1600,-600 B' N/A 7' N/A 9' NAA B" N/A N/A N/A 6(BDTTOU) 9.O- UP TO OR UP ro R 160A.-60.0 10• IIIA 12- N/A !2' N/A 12" N/A N/A !//A 7(TOP) LESS +80.0.-900 5' !!/A 7' N/A 9" IIA B' N/A N/A N/A 7(TOP) L ro• N/A 12" N/A 12' N/A 12' N/A N/A N/A 7(mm') 1. N/A 7- N/A 9- N/A B' N/A N/A N/A 7(BOTTOAI) N/A N/A 12• !1' 12' l2' f1• 12' I2' f2• B(rOP) N/A N/A t2" 12' t2' I2' T2' 6' 12' a(TOP) N/A N/A f2' 12" 12" II- 12" 12- I2• a(BonvUl N/A N/A 12' 12• 12' 12' I1' 6- 12' 6' B(BOTTOM) 1//A N/A f2• 12' f2" 12- !2- 12' 12' 12• 9(TOP) N/A N/A 12' 12• 72' 11' 12' 6• 12' 6' 9(Top) t2• 7" 12' 12- 12• 12' 72' 1' 12' 1 12- 9(BOTTOM) 11' 4' 11' If" 11' I1• 11" p 11- p 9(BorroM) 10' N/A 1. IIIA Iz- N/A f2' N/A N/A N/A r0 ODP) 9" N/A r0' N/A 12" IIIA 11" N/A WA N/A 10(TOP) 6' I1jA6- IVA 6" N/A 6' N/A N/A IJ/A 10(BOT10.4) 6' N/A 6' N/A 6' N/A 6' N/A N/A N/A 10(8071040 9- 7• N/A N/A N/A N/A 9' 7' 9' 7" I)A(TOP) B' 4- N/A N/A N/A IIIA 9• 7' 9' 7' IIA(TOP) 9' 7• N/A WA N/A N/A 9- 7• 9- 7. I1(BOTTOAI) B' 4- N/A fJ/A N/A IJ/A 9' 7" 9- 7" 11(BOTTOM) 6- N/A 6" N/A 6- N/A 6- N/A N/A I!/A IJ(TOP) 6- N/A 6' N/A 6' NAA 6" N/A N/A N/A IJ(TOP) 6" N/A 6' IJ/A 6• N/A 6' N/A N/A N/A 13(Bwom) _ 6" N/A 12•• N/A 6" N/A 6' N/A N/A Il/A 13(BOTPoM) I AN HOS RS(iGF`n ..!/AXIJ.fUlf ANCHOR SPACINGS ARE UAL/D FOR J 1/2'EDGE D/SrANCE FOR E.O.(ESS THAN 3 1/2- I MJ^• REDUCE ANCHOR SPACING By MULBPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS ANCHOR TYPE ANCHOR (NOTE:lAin.E.O.FOR SOLIDSET ANCHORS fS 37 SPACING FOR THIS OPERATION TO BE POSSIBLE,RAUL SPACING OBTAINED USING FACTOR SHALL NDT BE TAPCON(REGULAR OR SO.)PA14EUUTE OR PANEWATE T✓AS I 3- RIM i1D1J!AfIN1M IM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LECEA'O. FACTOR SOLID SET J• ACTUAL E.D. TAPCoN(REGULAR) S.C.TAPCON PAHELM41F OR PANEM 475 NAS SO UD SET 3' - ,86 .75 `1rJ/J/7!l/yryJ�Jr 2 T/2' - ,71 .50 >f>� G� /'��!/•�• r r/2' •3a 50 - '3�' ;�,$".,� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) e2017 nLr£co,av0 0.050" BERTHA ALUMINUM STORM PANEL Lc ,A 0. 44-67 (2.00'• DEEP) DRAWN BY 07/26/17 -o • o ` EASTERN METAL SUPPLY, INC DATE: `� • `/•` 4268 T AMmB..AH,FLDS 03J FRIVE TIWT TESTING 2EN�E®NCr COMPANY P .1 rC, 407 L/- ' \�W~eI s]55 ftn.][u.5:.5a.x!.YJt4v ugDS16,n.]]+e[ -PHONE-(561)209-8260 FAX:(561)841-1716 _ _)7-097 _ s[t LLLGG `\yV Pmne:(]0514/1-t90,fm s(]oSIB7hlill dn.m octVron uiI DP4 WNG Na )�f 11a L l Ee-0006719 1Y11TER A T1LL1T 3r.,P.E. Oro 1s-Lu /14l av FLORIDA Lic.44767 SHEET 1D OF 17 NAXJJWM ASD DESIGMP-REWURE RATING (pps._f) AND CORRESPONDING JfkWfTTM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES U YaVUN NICNaK SPACCJG fCR f:D. J 1/3't t M,,Lwa ID /JA1'1Y1N 4 '.um N:✓f0.i5 sm—JAR E 0, T"2-.• MPJIUB fD ASO.Of.I]! 55A0.VS f tr Y,W1fUY PAN:2 ASIX DfS+ON SfCtANS J L[ Y UY P Pl PF.E55U6C RELDUR Zt1p2Jb SIXM SLT SGAoM.4 PNtDIti]A IAM."JVAS NJY CON6'd7G/t fFACtN 2-(JG) FBSSSG# Nrc1 THUG'S SWJ9 fT SaTAPCaSi A_RtliJLS ➢NtRXt1F Ras NN CCYo-Nlp/! LE1.:M l�(/L) Al-4 0P-`) !D CO:6:Rf16 TO N45aVM iD L'O:Y..m RF NISO:IxI' 10 WAYRC2 f0 Y150M^Y la Ca'lCJtE1C 10 1USaV.PY 10 C4t'CRE c i0 uttONM' OF mw mn',v�6) 1D La1L m !O J ..— t0[VM:RC1[la JNSaritY IO CA—m!O'—". .ro.��cFf1r.111S— 10 CGVCRfl£!D 41f65'RY OF Mfll 12- MIA 12- WA 12- NjA 12- NIA i2' NIA I(TOP) 8 112' NIA 9- WA 9- AIA 9' NIA G. NIA I(TOP) 12' 4 112' 12- 12' 12' 12' I2' 8 I12- 12' 8 112' 1(DOMOM) 9" 7' 9" 9. 9' 9. 7- 9. 7' 1(BCTmA) 1T' N/A 12' N/A 12' fJ/A f1" N/A 12' N/A 2(TOP) 9" lJ/A g' NIA 9- NIA 9' !I/A 9' N/A 2(TOP) T; 4 1/2' 9' 9- 9' 9' 9- 8 112" 9' 8 712' 2(6t,TTOx) 9' 9. 9- 9' 9" 9' 7' 9' 9- 2(8n1TOM) 9' N/A 9' ILA 9' NIA 9- NIA 9" NIA JA(TOP) B' NIA 9' MIA 9' NIA 9" N/A 9' NIA 34(TOP) 9- 4 111' 9' 9- 9' 9" 9' 8 112- 4" B 112" 3(BOTT0Lf) 9' 4' 9- 9' 9- 9" 9" 7' 9" 9- 3(BOTTOM) t2' 4 1/2' f7- 11' t2' J1' 12' 8 1/T 12- 8 112' 4 QOP) 9' 7- 9- 9- 9- 9- 9' 7- 9' 7' 4(IOP) 12- 4 112' 12' 1 12' 12' 12' 12' 8 112- 12- B I/2" 4(6OTT0A) 9" 7' 9' 9' 9- 9- 9` 7' 9- 7' 4(60 M) 9- NIA 9- NIA 9' NIA 9. NJA 4" MIA 54(IOP) 8" NIA 9' NIA 9' NIA 9' NIA 9- NIA 5A(TOP) 6 112- 1J/A 7 112- NIA e' NIA 1 112- 141A NIA NIA 5(SOTTO!) 5' NIA 6' MIA 7- !%A 7" NA NJA N NIA 5(80770..) 9" N/A 9 1/2- NAA 10" NIA 9 112' NIA NIA NIA 6(IOP) r NIA 8' NIA 10- ff/A B' NI' N/A IIIA 6(TOP) / 440..-tO.D 8 JJ1' IIIA 7 112- N/A a- NIA 7 1J2' NIA NIA NIA 6(801101) Pro 490 P D.D 5' NIA 6' NIA 7' NIA 7' NIA NIA NIA 6(807rou) 1- t8�A -60.0 6' NIA 6 112- NIA 7- N/A 6 112- NIA NIA N/A OR ](70P) 12'-6' lIDA0.-13x0 5" N/A 6' NIA 7- NIA 7' NjA NIA NIA 7 crop) LESS 6' NIA 6 1/2" UA 7' NIA 6 111' NIA NIA NAA 7(BOTTOLIJ 3" NIA 6' !!IA 7' NIA 7' fI/A N/A JJ/A 7(80170.N) NIA NIA 12-• 12"• 12'- 12'. W. r. 12-- 6-- a(IOP)- NIA NIA @' B' 12" 6` 12- C 12' a crop) NIA NIA W- 12'- 12'' 12'' 12'• 6'• 12-1 6-" 8(fi011D1)• NIA WA 12' 6' 11' 6` 12` 6- 12' 6' a(BOrTOM) N/A NIA J2-• 12-- 12-- 12-- 12'• 6`• I2'• 6-- 9(NP)- WA N/A 12- 6- 12' 6" 12' 6' 12- 6- 9(TOP) T2' 4 112' 12- 12' 72" 12' f1' 8 7/2' t2' 8 1/2" 9(607707) 9" 7' 9' 9" 8' 9' 9' 7' S. 7- 9(Darro 1) 9' WA 9 I/1' NIA f0- NIA 9 1/T' NIA N/A NIA 10(70P) 7" N/A B' NIA 10' NIA 8' NIA NIA NIA 70(TOP) G. ft1A 6- Nei 6' NIA 6- 111A WA NIA to(80I7OAJJ S" WA 6- NJA 6' f!!/A 6' N/A NIA 111A f0(8077OA1J g- 4 1/2' IIIA IIIA NIA NIA 9' 4 1/2* 9' 4 112- 1 I(IOP) 5' 4- I RIA NIA NIA IIIA 7 1 7- 7- 7' IIA(TOP) 9" 4 112- NIA NA'I N/A WA 9' 4 112- 9" 4 112` 11(BOI70N) 5' 4' 1 IIIA WA NIA WA 7' 7. 7- 7• 11(007RJA) 6' NIA 6' IIIA 6' WA 5- NZA 141A NIA 73(TOP) 6` NIA 6- NIA 6' N/A 6' N/A N/A N/A 13(TOP) 6' N/A B- IIIA G' IIIA 6' 1J1A N/A WA 13(BOTMN) 5 J!/A 5- NIA 6- N/A 6- WA NIA NIA IJ(BOTTOM) i •USE 6'OC FOR PANEL LMCH7S LARGER IPAN 10'-O'AN0 USE 12'AS SHOWN ON SCHEDULE MR PANELS LENGTHS EOJIAL OR SNORTER 7TWJ IO'-0" ANCHORS LEGEND «AJAYIIfulf ANCHOR SPACINGS ARE VALLLI FOR 3 712'EDGE DISTANCE FOR E.D.LESS THM J 112. /An REDUCE ANCHOR SPACING BY?ULTLPLYOIS SPACING SHOIW ON SCHEDULE BY THE FOLLOYRNG FACTORS. ANCHOR TYPE ARLYtOR (A'OTD Ar.E0.FOR SOLIDSEr ANCHORS 15 J) SPACRlG FOR THIS LIZ TO BE POSSIBLE REDUCED SPAC21G COWNED U67NC FACTOR SHALL NOT HE TAPCON(REGULAR OR S.C.)PAIJELMATE OR PANLTAATE NRS i 3' LESS TWN AMIJUM SPACING VIDM TED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. =E-D0EDl-5rA-NC-C- rACTOR SOLID SET 1 J' ACTUAL E 0. TAPCON(REGULAR) S.C.WCON,PANEDJATE OR PAN£I.LW7E NAS SOLID SET 3- - .86 .75 2 112 - .71 .50 is—l' xs. 2 1�( 4 I 1 I12' .35 - - hq}5.Z.�,•••�lCj'�'F l{S.t'•,���5�o qq FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) wa, ({j7 D2ar7 TWECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL LC (2.00" DEEP) M421 ar. �� g,�� i EASTERN METAL SUPPLY, INC 071,7`,EI,J7 4268 WEST ROADS DRNE TIWT TESTING&ENGINEERING COMPANY WEST PAC?BEACH,FL 33467 +r (�' y'�•�1�+� tot (33s ttt.7tca s sa Eos.xRGMY cuNRs.N.77,ce PHONE'(561)209-6263 FAX:(561)641-17x6 17-'097 -"" - v)h t \° 17 Cnx4:(205)97:-t570.Sar (775)377-t671 �,A, ORAl17.'IG 1.b „O vl y EB-4006719 ��7! _ Yu1TER A TILL1f Jr.,P.E. SNEE7 77 OF Y7 FLORIDA tic.AA76? I W �a l Ac4c 1/4'a TAPCOtIS )/4"0 lAPCONSW/f 1/7`MITA. �\ •-'r AP ON ,`.1 + IY/f 1/2"AI/N. �`� tYJ} r/2'ALVL 'y' 7HRfADED P£NfTRATIDN .. # Emim 1/4'a TAPCONS ��'.,. TO THREADED WOOD '- I. THREADED O IVOO17A1lON �' I' HEADER(SEETo DUSEINO SCHEOUI.f} �..; P//7 7/2"MA'. HEADER.(SEE SCHEDULE) �TO EA75RNC I'IOOD I i :' \ — HEADER.(SEE SCHEDULE) 'At THREADED PfNE7RA7TON ! �.���' _ 150' (�T0 EXISTfNG AYDOD 1 ;•, ( HEADER.(SEf D.E. .ryl. .17.715' _ _L i-(�Cn L 1'Alm. 4 f I- +� 1 } F,j, .StY1• I `-' r .250' i v+ I •v 2 9 t ��I. Atex. • t ti i . I 2" .Mint'' I . I . _ :n••• i t 2 ' ••'• Y ^ I WOOD HEADER i IVOOD HEADER I 1 Cont. ---( 'REQUIRED ' 1 REQUIRED 1 v WOOD HEADER ' r HOOD HEADER t r t ___• t j REQUIRED I REQUIRED x )'Min.SEPARABON _ W I l + h 1 w (~-- TO CLASS ; 1 I I I l:.J rii I 7'AGh. $'�`'' , I �',,YJ L"S0,7NSRSN 1 j W SEPARATION P„ aw. I t W TO MASS n QP-TION/f ' a ALTERNATIVE 3A } c 1 ' W 1/4'a-20 x J/4'I ; Wz. I S.S.604TS IV/7/B"'x j'. 114"a TAPGON5 J JY WING hW B 112-MhAl ' 1 12'0.C. ' t= THREADED PENETPA7/ONii 1•Min. : 1 0 I: TO EXISTING ItO00 NEOEx i ++I SEPARATION I N ; i rl �' AIL(SEEscumULE) �+ F TO CLASS i I r�� g C.M. Sw' ~ ('•Rf mW I� ) (DPW POSIROrJ+ ) TO'n.MiTHREADED tAroWR7TN OF PLATE.(SEE SCHEDULE) ANCHOR IL!_.mil CSI I HOW p I I: t •. /' XEADEAF T--- W \. I RCOUiRfO �� � 7 mn W' /'� •\'• I t.00D'1 'Jt ' jI#; —# /' Q Cont OPT/ON�2 718'x 3JJ2'WHO NUT 0 giant 1,AES E I \ B ALTERNATIVE 3A EA STUD 7/4'a TAPCONS i 1 4 0 TAPCONS i"•.-- ---- _--.,__ �/ �.•it AI 64.I;S W/7 112'ar. l" 7HRE4DEO PENETRATIONIY/1 )12'.Afin. THREADED itl '1 0 AnDW@7N QF PLATE I PLATE SEE SCH£OU WIDTH F n.SEPARATION (SEE SCHEDULE) ( I TO GLASS 1I, I SECTION LW ANCHOR r 7/4'0-20 J/•t' Z.,4IRm `t t COML•%:yy ' ALTERNATIVE 2 sj BOLTS iN 6i x j 1 �(q ql r} _ I S J2'IVWC NUT 0 ' t I 1 SCALE:112"=1- i I 1 _ , {� 21 It t ma �::,.,' 1C Arm TO CIA A/ 5 Cont. i SEC710N 718'x J j' il' . L I -IwNG NUT 0o 'T ALTERNATIVE ' EVERY 5TUD 4 '` SCALE:0'a 1' ")'. U •/L�'//y �y 12'0.C. kw ''•NEODrR.Ir r i ' !4 /.• ti W t I N 1/4'0 TAPCONS '�AS� Pt' t NOTE FOR COA1B/NATION OF SECTIONS �• Ir/1 i/2'lAln. 7NREADED +NOTE:SNAP CAP(73 T , g�J1 IL ?�ttAt ITT..' t N�' T- I. ..,� PENEMTICN 0 MIDIVIDTH REMAIN CLOSED AT NUN ..,,,^� HALL MOUNTING SECTIONS CAN BE OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS. .y�xA�p jj174' COMBINED IN ANY IYAY TO SUIT ANY INSTAL[ATiON. CanE ALTERNATIVE 3 UILDING CODE (Non High Velocity Hurricane zona) _7=,rFurE i' C207777LTECO,INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTES. (2.00" DEEP) ORAtYN 8w „•,�- ��p 07126117 SEC710N®STUD 7. INSTALLAHOIAS ARE ONLY VALID FOR AAAX•A.S.D. O£SfCN PRESSURE RATIN EASTERN METAL. SUPPLY, INC L74TE.1 AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 1 L EN C 4266 KEST ROADS DRIVE ALTERNATIVE I 2.SE£ANCHOR SCHEDULE ON SHEETS 16& 17. TRYIT TESTING R EGINEERING COMPANY WFS1)209-PALM EEACN.X- 16,)8 17�a�7 -SCALE:712'= T' Ms tort.Y.U.sw&r.:0.1,vx�IN iva3U4,n$ 518e PHONE(«61}2D4�62 AY:(fi6Y}84t- _ - _ ffJ.F 1716 --- ---. - - - __T..:___ _J,-FOR NEI'/-IV000 FRAME CONS7RUCTlON:-IYOOD IAEIABfRS TO SOUTHERN _ _ - - - - -- -=1aw:e I(ws)9>A-rsa0.Eo.:'(Sra)6J4-1sJt - pArF CAAI47NO-No- - - — PINE N0,2, IT/SPECIFIC DENSITY OF 0.55 OR EOUAL. VIALTER A.TtLLR dr.,RE. as As-4.s 1:J SHEET 12 GT i7 FLORIDA Ue.44167 W000 TRUSSES OR RARER WOOD TRUSSES OR RAFTER JIM_ t/4•D TAPGONS 0 24'0.C.REQUIRED O 24'0.C REOU/REO••--� Y//1 I/2•rlrn.MaEFDEQ 1 — .l�" ' '�----500• $9 ,`: �-----'500• 00 ' ' }i T ry� •2"+ I�� I I =TIMm.(606J-T6j I Ti J I Alum. Min.jA�' t :11410-x.314' J 1 (J)5/!6'e r s 7/4b x Jf4' s •� tlJ: I I LAO SCREWS TO I my/BwcD£1r 17JY/BU/LDIX I EACH JO/S7. I TO SCRfIYS ':,.(••,y.' I iTEK SCREWS 1 LOCATE SCREW i I I 10 5'O.C. 4 Cont. AT AODIWDTH OF , O 6'D.C. i ��- ,'�•. i WOODHEADER I t I EXISTING WOOD j 8 Cont. aE0UW'G i "oo'R P.Mi^. ' ; !57000 HEADER W 121LAX J j J%4'SS.QOLJS /I i I t REgU/REO t O THREADED I IV W/B•s Jj32'J I +`+ I 7'Lfm.5£PAW4770N i PENETRATION I WIN ff� TO GLASS I t 12'O I I t I i —_- OPT [A V ALTERNATIVE 6A AtTERNATIVE TA ALTERNATIVE 5A + y ---- .'y SCALE:tjTG= I• StJt£:J/2•= 7• (L [TED TO +60.0, —66.0 p.s.T. Df N LOAD 1� (LI f0 TO +60.0, —66.0 ps./. DESIGN LO p w % •{ y AN P TO 9'-0"M NGTH) AND 70 9'-0"Max. PANEL LENGTH) `• SEIPARM'4nON i ' 114'P TAPCONS W yy�� ------ �-TO GLASS W/1 112'AM j '' I \ I, � 7HRFADED PFNtT24RON �TO EXISRNC lvwo HEAOER.(SEE SCHEDULE) b i !'1Jin. i . �SFPAAARON i i 7WNG NU 02-----•—; ' '•+ %'SEPARATION 1 ,•'-l.7'C°^1 TO CLASS TO GLASS I EYCRY STUD 7/Q' J/J2• I I RAJ lsvNC Ntt7 B I i II' t tt4'a 2a r t 1 Min. I i EVERY STUD t J/<`$,T BtlL75 `•'' I ' E J2 q.C. 3g cw 1. Wnc xur e4 t o>i I IVO. I 1X6 WOOD ys 2X 6WOIX ; , WODD xEAOER L DECK RFO'D. i ^! PECK REO D. I Z �i.: 7 C°nf. t REQUIRED I � i / I 4'PLA w _ �REOURT. "1. DPTlDN T/IT O R PANEL TEs aR sc rAPCDNs —ALTERNATIVEOr5A �" is O N T,Tm TO R ` '���,,,,,,- 1 PFN N O M/DI470TN / \ OF PLATE ECAC TOPBo & 1/4'a rAPmNs 1/a a raPcaxs ALTERNATIVE 8 ..,';��R •. r/I Iv// 2'MIN 1Y/1 712•MIN. 504LE: 112'a I' I•'�\. ,,.... �j},w` 7NRF1,D£D PE71E7RARON THREAO£D PENETRARON t ' (SEE SCHEDULE) (SEE SCH£OULf 11 E •• ' ALTERNATIVE & ALTERNATIVE }�I'�S'� SCALE: 112' 1• SCAL£: 7/1' i' 49 WING x TIS?` i4TNC NUT O EVERY STUD j ' 4 I 0 12'O.D NOTES: 1'Y} �'`' �> 2 X 6 WOOD Cool' T '_ 1.INSTALLATIONS ARE ONLY VALID FOR Al".A.S.D.DESIGN PRESSURE RATING r OTE FOR COMBINATION OF SECTIONS: •••�iC�••.fi/� A! a Lr AID PANELS THS AS PER DECK REOb./.. i t 2 Sf6 AN SCHEDULE ON SHEET 76UtjE;ON SHEET 2(EXCEPT AS NOTED) OMEtFLO tN CANYNWAY�DYSU7 ANY�NSTALtATtON. S�v�ryy[-' C7, 111 J.FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN •.era-"' — i PINE No.2• JY/SPfCIRC DENSITY OF 0.55 OR EQUAL FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) 02017 TILTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL LC. 1' (2.00".DEEP) DRAWN Or 1/410 TAPCONS 07/26/17• a I IA2 MIN EASTERN METAL SUPPLY, INC raE THREADED PENEM17ON 1 L E C O4256 War ROWS (SEE SCNEON£) WEST PALM QEACH,FL.N07 Tilt.tT TESTING k ENGINEERING COkpANY pxONG'(561)209-BUST,FAA} S TERNATIVE 5 dLe lAn.„w.ea 5,a mss.�., �,n.as.Ie r 6064,-1716 17-097 Pmw:(]asJ9TE8t-OAOfi719(J�Jeft.ts]t uY.rco em AM4 xa SCALE:712'c 7' WALTER A"'Lur er.,P.E. SHEET 13 OF 17 FLORIDA Lia 44107 " i WOOD TRUSSES OR RAFTER 1/4"C LONG ELCO ® 24"0. C. REQUIRED'—•-� - r PANEL MATES OR S.G. \ 1 TAPCONS W/2"Min. -•---- - "--""' ``'� •- {.; THREADED PENETRATION • TO EXISTING WOOD { '• / HEADER. (SEE SCHEDULE) �I i 500" Q k�0 {, - V'( I 1 - , RO p v1 I ]"x 4"x 1/8" i;• ' I i i{ it. - { M;n. (6063-T6) 7/8`0 x 3/32" Alum. TUBE W/ p II I t I WING NUTS ® 12"D.C.EAD ; (3)5/76"A x 4" . •in i i i 11410 x 3/4" i // I LAG SCREWS TO -1--- t ITW/BUILDEX ( / EACH JOIST. '•" t• { T£K SCREWS LOCATE SCREW { I I N Q 6"O.G. + t 4 Cant. AT l/.1041'/OTH OF ( ( EXISTING WOOD WOOD HEADER j } 1 w ( I , . ( RI I W MEMBER (I Min. REQUIRED NOMINAL WIDTH) � fY 2"Min. j i i i 1 4i ( j F 1 1 •� THREADED 1"Min. 1 I N PENETRATION. �sOGALAB.SSNi i w SEPARATION x TO GLASSLj W x Y -E---- z CTEDTO NATIVE 10 A ImG o x 3/32' y 112"= I" w EVER NUT 8 tTa�vr seta � � NOTES: -66.0 p.s.f. DESIGN LOMox. PANEL LEN 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING k & PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) - w 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I I ! I I 718`0 x 3/32" 1 1 1 o M • . t 1 i VING NUT 9 EVERY STUD 1 I 1 E LSA f/ I (9 12"0. C. I ' I I aJIIJJlOJr_rJ, tij ' o i j j ; NOTE FOP. COMBINATION OF SECTIONS rllada�1„1)1(� -' 2'x 6" i''�Yr.... rJ« I \ WOOD GK �Cont. V✓ALL/FLOOR/CEILING MOUNTING SECTIONS CAN BEa 4�: ,'a,°d REQUIRED S ~'� COMBINED IN ANY WAY TO SUIT ANY INSTALLAT'll " (NO FINISH 4167 1.000 '•< 1 D { ; '1 ALLOWED) MIN. r 2"x 4"PLATE i Cont. REQUIREDr�7 0 TAPCON5W/ 1 7/2"Alin. ...• ` y . (-----"- FADED PENETRATION - M7DWDTH OF PLATE. �.~-...- - --".��� '�� �'`•, (SEE SC ULE) '' •vlrrrasa°' - 114'a TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 A TERNATIVE 10 THREADE02P£NETRATlQN o2D177/L7£CD,lN4 0.050" BERTHA ALUMINUM STORM PANEL L.C. (s£E scH£Ovt£) EASTERN METAL SUPPLY, /16 SCALE: 112"= 1" CALF: 1/2"' = 1'" Q�� � INC(N� Ds�� IL E A V l n C. ,y6B IVE57 RadDS DRP TILLIT TESTING 8:ENGINEERING CONPANY Ir ST PAM 6FAGt at.JND7 17_097 INSTAL Fl9N DETA/L� N EXISTING WOOD BUILD PN NF: 66t��-Dz63 FAX.' 3GT *,-17J6 6338 x3f.16w.6U Sv.303.HRG^M GAGDENS.fi 33162 I ) t •DRAe9NG,-m-__ vCCIC.my OStt KY�N - u>< -' - --' IIALTER A.TI IT JY.,F.E. SNEEf i4 OF 17 FLORIDA V.40167 r 7/B'lean, 2• EXIS77NG 1 7/a' un._ 2- EX)SONc 8R1CK VEENER 114PAS0x8"ELCO mote PANELMATE PENE7RATK7N tA>x. i (•BRICK YEEN£R 1140x8"£LCD mate PANEt6:ATE PENETRATION lfar.� { ( ; TS RNLNOftS OR 11410 TAPLONS tom- N 0 AS ANCHORS OR 1/4TAFCONS I'y44,' (SEE SCHEDULE). 1 t\I /,•' {SEE SCHEDULE). f _r -_ I��`i_ f -/�r�'� o 1.t _h •___L'1 _-- /�,.�rr=f- J t; ®cont. E, - - - =�-'-- 250" 500„ 77—/ 71 .25o" IYOOAI WOOD REOURfD t • \ I /// /�i J i 3 n W REQER URED� \.� // / Xhi..i • EXISTING 'W S -STEEL ANGLE LNTELSTEEL ANLAS APPLICAHL£AS APPLICABLE z t; w Wj LASS i �, TO CfASON S ti ,OPTION It OPTION f2 AL TERNA TIVE 11A ALTERNATIVE 11A I I S NOTES: t 7 5' 7. INSTALLATIONS EN PER ONLY UR FOR MAX.A.S.D. PRESSURE RATING AND PANEL'S LENGTHS AS FER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) BRIRrCK 5rtt � z 2. SEE ANCHOR SCHEDULE ON SHEET tS& 17. WOOD i t 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN iJ PLATE J / y PINE No. 2, W/SPECIFIC DENS17Y OF 0.55 OR EQUAL. 1'Min, « APPLIC-481c i NOTE FOR COMBINATION OF SECTONS PENEIRAnON / i ; WALLIFL00R/CE/UNG AIOUNTINC SECTIONS cw BE COMBINED IN ANY WAY TO SUIT ANY INSTALL4710N. Mar 3.500' i t i EXISDNG ,1, /f i� t 2"x 4"STUDS 5 Con(. , a 16'O.C.Max.REO D / r `-EXISTING h1in. 1/2"PLriYDOD f)'ISTING 1/40 x 8"£tC0 mote PANELMATE k REO'D(TYP)W/FASTENIINC� 11RIRICK SILL 114.0-2D x J14- TVAS ANCHORS 08 1740 TAPCON—i TO STUDS AS PEIY" S.S. BOLTS Wf 718'x (SEE SCHEDULE)TO EXISTING PLYIYOOD. SECTION 2J�F THE —�-'-i;t(, -PIING NL7 (IDA7LDING CODE. ®12 _C. ALTERNATIVE 11 1t it tl(.sryl1TNA(ILLI] r D-OUT INSTALLATION [[ SCALE: 112•= 1" 1+ 4� •�,r11I ✓•{ t VALID FOR MD DESIGN PRESSURE RATING +5 .0, -60.0 p.s.t. FOR UP TO FLORIDA 8U(LOING GflDE {Hon High Yeloci#y Hurrioane Zone} [}���� '.78'• PANELS S, AND FOR 4-50.0, -50.0 p. r., FOR.PANEL LENGTHS GREATEN 110• ; 02017 m3EC0,LNC. 0.050" BERTHA ALUMINUM STORM PANEL Lc. THAN 78" UP :�� ' c' I (2.00" DEEP) Denrl ar 07/26/17 ,T,' `/1_ EASTERN METAL SUPPLY, INC �//--••�`/J��`���``JJJ��yLL''' 6r�� •-_� 4265 WEST R010S DRIVE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS °rr "_ A �w`' aTILLIT ls w.aasTsNCSm COMPANi ntPu a PHONE(61)2x3 826'3,fAX(561)841-1716 H,FL 53407 T7-DBT 1(f YM cnU.:fzas)s1t-tax.Fa.:(nsJslt-ts41 CAAX'1,•C N• Ee-OOtlS7I9 as-I oaa orxro>. mn 1Y11TER A TILLR Jr.,P.E a6 r6-ou >7u/1, FLORIDA Lic.44187 SHEET 14A OF 17 !/a'0 TAPCONS IV/ MIK DNRFADED _ PFJIE7RARON TO EXISTING WOOD HEADER. r.1/a'0-20 S.S MACHINE iR (SEE SCNEDE) BOLT W/NOT&WASHER C. 71112- WING NOT 16 cone. I`� EVERY STUD 012'0.0 i 4 Ca. I I I WOOD HEADER I `� j REQUIRED i r i i Aoif r'Min.SEPARATO GLASS i i r T0 CLASS MiLASS CNON I W r•-- 7I v I I I Z i I L._l � •`8S.BOLTS L'i -' 3/J2'{tth`G NUT O I j 7/D` x J 32' I q1II 12"O.C. I MNG NU7l® I 12"Q C. '• !ti I 3 t 1, 2x4'tY000 2 s b ROOD ; �PJA7E REO'L7. JAn. i 1 r DECK RED'D. I I } I - - 1/4 0 TAPCONS l/4 C i -� S.G. MATS OR t/4b QOR 6 Cont. 1 PANEL ED PE W/NLL iHRFi10£D PENE7RADON TO - 114-0 7APCONS PLriSQOa{5££SCHEDIRE) EXISTING Alin. 1/2'PLriY000 W/1 1/2`NIK THREADED PENEJJ^v1DON REQ'D(TYP)W/FASTENING (SEE SCHEDULE) TO STUDS AS PER SECAON 2304 OF THE ALTERNATIVE i3 FtoRrDA BUILDING caD£ SCALC:1/2'e 1' ALTERNATIVE 14 SCALE: 1/2'= 1' NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX, A.S.D. DESIGN PRESSURE RATING * VALID FOR W A.S.D. DESIGN PRESSURE RATIN +50.0, -60.0 p.s.f. FOR UP TO AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 78"PANELS LE S, AND FOR +50.0, - p.s.(., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. THAN 78"UPidD:'j' 8 3, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 111ij1'(r,�l Y�•TI(,�r`` PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. `1St< •, G ENS tt� �� •. t No.4167 FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) C2017 mTEco,INC. 0.05D" BERTHA ALUMINUM 5T0RM PANEL La N07E FOR COMBINATION OF SECTIONS: — _ (2.00' DEEP) nRAltr+Br. IVALL UCUIJ77NG SECTIONS CAN BE •" L 07/26/17 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION L IO`= � ; rTl /► EASTERN METAL SUPPLY, INC LATE: E C O I N C• 4260 IVcST kG4D5 DRM Y„ TIWT TESTING Er ENGINEERING COMPANY WEST PAIN BEACH,R J61)O 17-097 m FUG E:(Sb7 204-8201.FAX.($61)OV-17f6 _ M �.�......,.,,,•' b3s5 iLM.Tf•1L SL Sa.`-01 HTG?X GAVD6.R SllE6 _ j _ ._ ______ .—__._ _ __—_ ______ _ - - _ _ _ _ __ :_I-csle EB�4006/19(Svk•] ttv,xa a'!4+.rnp vx Mv.w �ORA{ViJIG No- -- -- 1YALTER&TILLIT Jr..P.E. rL%IDA V..44167 MAXTS. DS IG DOOR U SWAGING SCHEDULE FOR INSTALLATIONS IN7D-JfQQD-FR-A RUlf MIN S ALtnY(M HOW FAST".RS AFF TD L4UIUUN NO00 rA5lEN£RS Ary-?LE TO ALIXDNN IIOOD FASlFlIDtSt.,, .WPU^..ADLL TO ASA DE5-1 ItktlIJUL PAh'Ft AS,A 0£SlGN PAVT-Hm aJY cm-'J C Ar4Yl w P(I. '4F SSWC AA T3 ALT£r THE. J 8 ALLktuUM PANT PRESSUR£ RLOJJUR 'U' t.'ARV£S J C FRL33UR£ REGUGR S.G.fAPG0.V OR NJr(:DAIRY.'ATtON t£AV'M 2`(fc) SGTAA^OJJ .Vl/GONR:NI RD.V t£/++'1N 2-(If.) 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TAPCOftS PM'fLWIE NAF Dr M£M 12' NIA N/ f(TOP) f2' N/A N/A t(TOP) 12' N/A N/A f(TOP) !1" NIA - NJA /..(BOT10At) t2' NIA NIA !(B07701f) 12' NIA N/A t �OT70Mj 12' NIA N/A 2(TOP) 12' NIA NIA 2(TOP) 12" N/A N/A 2!:t)p) g• N/A NJA 2(BOT/OI.Q 9• N/A NJA 2(BOTTOJAJ 9- MIA N/A 2(80TT M) 9- N/A AA/A JA(TOP) 9' NIA NIA 3A(TOP g- /A NIA JA(TOP) 9" AIA NIA 3(BOT7a. 9" NIA NIA 3(BOTTOM) 9' N/A N/A J(BOTTOM) 12' N/A NIA 4(TOP) 12' NIA NIA 4(TOP) 12' NIA N/A 4(TOP) NJA NIA 4(BOTTOM) 12- NIA NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM f2' NIA NIA 54(TOP) 9' NIA NIA SA(TOP) g- MIA MIA SA(TOP) 9" N/A N/A 5(B07TO/A) 5 t/2' NIA N/A 5(BOTTOM) e' NIA NIA 5(BOTTOM) NIA NIA 6(BOTTOM) 5 1/2" NIA NIA 6(BOTTOM) 6" NIA NJA 6(BOTTOM) +40.0,-40.0 8 t/2" N/A N/A 7(80T70Mj 8'-0' +40.0, -40.0 5 NIA NIA 7(BOTTOM) P-ro +400,700.0 5 112` NIA AIIA 7(BOTTOM) BOR OR OR OR tJ-0"• +60.0,-60.0 N/A T2" t2' B(TOP) 1£SS LESS /A 12' t2' 8 COP) LESS LESS NIA !2' 12' B(IOP) l/A 12" 12' 8—mom.) NIA f2'• 72' B(BOTTOM) MIA 12" 12" 8(BOTTOA/ N4' 12- 72' 9(TOP) N/A f2" Y2'• 9(TOP) NJA T2' 12' 9 N/A N/A 9(BOTTOAf) NIA NIA 9(B07TOAi) 12' NIANIA NJA tO(BOTTOM) 5 f12' NJA NIA 10(BOTTOM) 6' N/A N/A �(BOTTOA) !!/A 9' 7lA(IOP) 9' N/A 9" 11A(TOP) 9' NIA 9" 1A(rOP) NJA 4' 7f(BOTTOM) 4'e. NIA 4•.. 1i(BOTTOM)•' 4'• NfA 4- It(BO770Lt) NIA tS{TOP) 6' N/A N/A 7J(TOP) 6' NJA P1/A 13(TOP) 6 A N/A 1J(BOTTOM) 5 112' N/A N/A 13(BOTTOM? 6" IJ/A N/A TJ(BOTTOM) A' 4' 4- 14(Borrow 4'•• 4'.. 4"•• 14(BOT7W.Q•+ 4"• 4"• 4" 14(BOTTOM) • USE 6'OC SPACING FOR PANEL L£NCTHS L.ARCER MM 10'-0'AND USE 12'OC + VALID ONLY FO„R„.1J To O 150.0, -60.0 p,s/.MAX.AS.D. DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS£QUAL OR SHORTER THAN JO'-0' R477m'-In -78`M—PANEL LENG7715 OR FOR UP TO+50.0, -50.0 A./. LU,7frA'R.0.DESIGN PRESSURE RATING WITH 96'MO.,PANEL LENGTHS •i ✓ALIO ONLY FOP.UP TO 108"PANELS LENGTHS -�••'� T j71.'JffslSfjr i Ns FLORIDA FLORIDA BUILDING CODE {Non High Velocity Hurricane Zone} t� w67 020171IM00,JA'0 0.050° BERTHA ALUMINUM STORM PANEL L.C, (2.00" DEEP) MIYU 07126 BY. � - n/P� EASTERN METAL SUPPLY, INC °'I „ •U �L C V INC. '/.'�-/ �•� to tt 426E HEST 80405 534 b��A M 7F��'' 07 TILUT TESTING 3 ENGINEERING COMPANY HEST P.StM B:ACN.FL 561)84 77_097 ( • ".;Y I we!I.rt.:Ou.s:..6:..Lot.Nxcrva uwETS,rt 91e5 PHOND(561)209-8265,FAX:(561)841-77i6 J }�. 1 L PnxnC:(:05)971-ISLtl.Tex:(705)871-15]1 •AA. DIMMING N. 1� • ES-0006719 tAv.xo rL� ;x, wrt VINUER A,TILLIT Jr"P.E, SHEET IS or 17 FLORIDA Ue.44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f•) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS NAYWUN "1X50 fA6TOlLRS MPLAA6f[ro MAxf U N00D FASTD- APIMCX'!E TO TWaN'1N 6000 FASJp/EAS MPu41&E ro ASA aE514Yf „•m'DN PANLL ASO.V' ALILRN mm/d: N4AIfUA!PA-fa A50.O al v,Yr_w T ALIFlX41hE5I @ PPE65YlAE REGULV2 P 5_.1WAS PRESSN.PE fYcCAAR iWEW1lLS AL IEFNIfi'ES I NAClNON PNlQ PRESSURE V 54rAPC0'f A ANY cOf3NATlON 'ENLO'2"BL) AA RC(PZI.) TAFYtl.V9 S4TAPCO.Y 0y ANI'CONO'AAIXAY IEAL'JH 2"(/'.) RAruJG / S4TAPLV.V 0q ANY LAN6f41R0.Y LEn'GTH Y"(/!.) RAIING 0�L) rAPCONS v IxyyR ry� Q�n1w iA4'iWIE rvu or ww lP'-..) rAq'4vs v%M.W rvu of Mal 71' N/A NIA I(Top) T2' N/A NIA I(TOP) 8 1/2' N/A N/A I(TOP) it, NIA N/A I(BOTTOIA) 12' NIA NIA I(BOTTGAV y N/A N/A I(BOTTOM) 11' N/A N/A 2(TOP) 12' N/A NIA 2(TOP) y NIA NIA 2(TOP) g' N/A NIA 2(BOTTOM) 72' NIA NIA 2(BOTTOM) g• N/A N/A 2(BOTT01A) 9• NIA N/A .A(top) t2• NIA NIA .0(TOP) B' N/A NIA J4(TOP) 9' N/A NIA 3(BOTTO.AI 12' NIA NIA 3(BOT7010 g• NIA NIA 3(BOrrOM) 11' N/A NIA 4(TOP) 12' NIA N/A 4(Top) 9' NIA NIA 4(TOP) 11' N/A NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM) 9' NIA NIA 4(BOTTOSO 9' NIA NIA wi(TOP) 12' NIA N/A 54(TOP) S. NIA NIA 5A(70P) 3 F12 NIA N/A 5(BOTTOM) 4• NIA NIA 5(BOTTOM) J' NIA NIA 5(BOTTOM) 3 1/2' NIA NIA 6(BOTTO:A) 4- NIA NIA 6(BOTTOM) J" NIA NIA 6(BOTTO.U) + .0. -60.0 3 1/2' NIA NIA 7(807704f) g•_p• +40.01 -40.0 J 1/2' N/A NIA 7(BOTTOM) X8'-0' +90.0, -90.0 J' NIA NIA 7(BOTTOAQ 7•-0• UP TO OR UP TO UP TO UP TO OR +B 0,-90.0 /!IA 12• 6- 8(Top) LESS +60.0, -60.0 NIA 12• 6' 8(TOP)• 12'-6' +700.0, -/30.0 NIA 12' 6- 8(TOP) LESS NIA 12' 6- 8(BOTTOM) NIA 12' 6' 8(BorTOM)• NIA 12' 6' a(BOTTO.N) NIA 12' 6- 9(70P) NIA 12' 6' 9(TOP) NIA 12' 6- 9(TOP) !1' NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' NIA 'NIA 9(BOTTOM) 3 112' NIA NIA t0(BOTTOM) 4- N/A NIA IO(BOTTO/J) J' N/A NIA 10(BOrrom) 9" NIA 9' IIA(ROP) 12' NIA 10 112• 11A(TOP) 5- NIA 6' 1I(TOP) NIA N/A NIA 71(BOTTOM) 4-•• N/A 4-••' 11(BOTTOM)^ NIA NIA NIA I I(BOTTOM) 6' N/A NIA I3(TOP) 12' NIA NIA IJ(TOP) 6- NIA NIA 13(TOP) J 1' N/A N/A 73(BOTrou) q' N/A N/A IJ(BOTTOM) 3' NIA NIA 13(DOITOW N/A N/A NIA 14(BOTTOAQ 4-•• 4'•• 4'•• 74(BOTTOM)•• N/A N/A NIA 14(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-O'AND USE 12.OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10•-0" sa VALID ONLY FOR UP TO+50.D, -50.0 P..I.MAX.A.S.O.DESIGN PRESSURE RATING IVITH 108'Max.PANEL LENG7HS. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1� c2o77ncEco,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. a (2.00•' DEEP) DROWN BY., 07/26/17 '•. C EASTERN METAL SUPPLY, INC CAM. 7 ,,/ •4� I ECO 4268 NEST ROADS D.RNE --- _ _ _ �'S'�--- ---- _ _ _ __- _-- ____----__--___ -- __ ___ _ - - • �,•p rV\,1' TILL LpITN.TESTING Sb&.ENGINEERING NCINEEPING COMPANY OMPANY 7 U_7�154E(S61J209- AX.(550841-1716 17_097 NA ORAYING Na WALTER A.Tlu"T Jr.,P.E. as IS-4+6 r4/r 6HEET 1]Or 17 FLORIDA L;e.44167 �I 1 L ECO TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tiltcco@a6l.com FL RE.Liccnsc No.44167 PRODUCT EVALUATION REPORT FLE.6.LicenscNo.0006719 REPORT NO.: 17-0726.02 DATE: July 26, 2017 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2" deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive II West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID# 1906)to the Eastern Metal Supply, Inc, Rule Chapter No.61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions.. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-097 (Revises Drawing # 15-045) titled "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP"), sheets 1 thru 17 of 17, including sheets 6A and 14A of 17, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, l Jr., P.E.; dated 07/26/2017. This drawing is an integral part of this Evaluation Report. 2.2. TEST REPORTS: Large missile impact load tests were performed oe�n er'°A 9 'M ^1'$ 6?`: 1996 standard asp er section 1609.1.2 of the Florida Bul din `C°�qn�'fgr �tatii .Load � te:�•�� b 4 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166-Phone: (30 `87e1530;;.)~ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.17-0726.02 2 Tests as per section 1709.5.2, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report No. 0321.01-05, dated March 21 thru June 23, 2005, signed by Jose L. Mir, ATL Assistant Director and signed and sealed by William R. Mehner, P.E. and Henry Hattem P.E., Report No. 0812.01-05, dated August 12 thru September 8, 2005, signed and sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0119.01-06, dated July 5, 2006, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports # 5DM-377, by QCM Laboratory, dated April 26, 2005 and signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8 and # 6AM-87, dated February 9, 2006, signed and sealed by Frank E. Grate, P.E., as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2" Deep)for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated June 23, 2006, amended May 12, 2008 for hemmed edge panels, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standard (basic protection). 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 2 of 17 of Product Evaluation Document (P.E.D.), drawing No. 17-097. Maximum Anchor Spacing shall be as indicated on sheets 9, 10, 11, 16 and 17 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 0.050" Bertha Aluminum Storm Panel (2" Deep) has been verified for code compliance to work as a non- porous storm shutter assembly, as per ASTM E-1996 Standard, qualifying Wind Zones 1, 2 and 3. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 8 and 12 thru 15 of 17, of Product Evp}uatiory Qocument (P.E.D.), drawing No. 17-097. Minimum separation to glass '4n 006a5;+O egted on sheets 4 thru 8 and 12 thru 15 of 17, of Product EvaluoUM0n :Q ta(I ' .), drawing No. 17-097. °a° ��•��.eG ry >". i PRODUCT EVALUATION REPORT NO.17-0726.02 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and 3 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. Anchor specifications shall be as indicated on sheets 1, 5, 6, 6A, 7, 12, 13, 14, 14A and 15 of 17, of Product Evaluation Document (P.E.D.), drawing No. 17-097. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10 and 11, indicated on sheet 1 of 17, of Product Evaluation Document(P.E.D.), drawing No. i 17-097 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). �y,.DOSOJtlp Jp i A. IDA N. L EIA A9pp4 �a � iF o a' �" •�� ��, �A per, p 0 I� I i ' I �I