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HomeMy WebLinkAboutProduct Approval 11/9/2015 Florida Building Code Online r ME— '(dndaIlm�'fii,''�� BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications,� FBC Staff BCIS Site Map 1 Links Search Bu- sinesr �' a �Product ApprovalProfe.ssiI LL USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail MMEM—F RM FL# FL11969-R3 i Application Type Revision Code Version 2014 Application Status Approved 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 12/31/2017 Validated By John Henry Kampmann Jr. S Validation Checklist- Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15-048.odf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method f Method i Option D y https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODb05Gfns%2bp5lLUWuf3u9FNOVrxngd2beCg°/p3d%3d 1/2 11/9/2015 Florida Building Code Online Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved ' 06/22/2015 Summa of Products FL# Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25" Deep)- tracks to provide hurricane protection. HVHZ- Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 048,odf 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 8'-6"for+60, -70 p:s.f. Evaluation Reports . ASD for panels mounted per sections number 1 thru 5 and 8. FL11969 R3 AE EASTERN METAL SUPPLY See sheet 4 of installation drawing for other spans and INC, P.E.R. DRWG.15-048.odf pressures. Created.by Independent Third-Party: Yes 11969.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel - HVHZ-Drawing Number 15- to provide hurricane protection. 049 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 049,Ddf 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 10'-0" for+62, -73.3 Evaluation Reports p.s.f.ASD and for mountings number 2, 6,7 and 8. See FL11969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and pressures. INC, P.E.R. DRWG.15-049,Ddf Created by Independent Third Party: Yes clack Next Contact Us:: 1940 North Monroe Street.Tallahassee FL'32399 Phone:850-487-1824 The State of Florida Is an AA/EEO 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-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(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 emails provided may he 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,F.S.,please click here. - Product Approval Accepts: ® cs.tE „,M https://www.floridabuilding.org/pr/pr app dti.aspx?param=wGEVXQwtDgsxYleb4opODb05Gfns%2bp5iLUWuf3u9FNOVTxngd2beCgg/o3dg/o3d 212 GENERAL NOTES: 1.STORM PANE.SHOWN ON THIS PRODUCT EVALUATION DOCULTFNr(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH NOTES., THE 2014 (5th EDITION) OF THE FLOR/a4 BUILDING CODE. B.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELUA7E CF TAP-GRIP AND CRETE- BLOCK.UNIT SHALL BE 1 1/4,• 1 3/8'FOR ZAMAC NAIUN ANCHORS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF-THE ABOVE MENTIONED COD£,' FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND B.2) 7/8'Gl(X-IN ANCHORS SHALL BE ENDR£LY EMBEDDED INTO THE CONCRETE BLOCK UNITNO EMBEDMENT INTO STUCCO FOR A DIREC770NALRY FACTOR Kd=0.65.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FDC AND SHALL SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 7' NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3)MINIMUM EMBEDMENT Or 1/4 C x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED 10 A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG 70 COMPARE THESE W/MAX (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. _ MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A JJX INCREASE IN B.4)IN GLS£THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE ALLOWABLE STRESS FOR WIND LOADS WAS bPL USED IN THEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS USED FOR' LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES VERIFICATION OF FASTENERS/N WOOD. IN B.1)AND S.2)ABOVE STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WI7H SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS f 102201-96,/0221.01-01 AND 1F 0616.02-05, PER MANUFACTURER. PROTOCOLS TAS-201, TAS-202 AND TAS-203. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR J004-H34 ALLOY. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16(SHEET 3&7 OF 15)EXCEPT THAT HEADERS Z J&4 SMALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 606J-T6 ALLOY&TEMPER UNLESS OR/LRW/SE A107FU B.IT SI14LL BE THE RESPONSIBILITY OF THE CONTRACTOR 7D VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 4.ALL.SCREWS TO BE STAINLESS STEEL 304 OR J16 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED 7O CONCRETE BLOCK OR WOOD FRAME 50018 W/50 ksT YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS. 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS to SFAL/GAULX ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL WITH.75 ksi MINIMUM YIELD STRENGTH-' THE BUILDING TO PREVENT WIND/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10.STORM PANEL INSTALLATION SHALL COMPLY W77H SPECS INDIC47ED IN THIS DRAWING PLUS ANY BUILDING AND 70NING REGULATIONS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (A) TO EXISTING POURED CONCRETE 11. (o) THIS PRODUCT IVALUA770M DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - 1/4'0 TAPCON ANCHORS AS MANUFACTURED 6Y LEW BUILDER. (REGULAR OR 410 S.S) FOR A SITE SPECIFIC PRO/ECT;le: WHERE THE SITE CONDITIONS DEVIATE FROM 771E P.E.D. - J/4'0 CRETE-FLEX 594 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4'0 CF TAP-GRIP ANCHORS,(BFRW STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (b)PRODUCT CT ER TD BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND FROM THE (NITONS LIFE SAFETY OF THIS 1/4'0 ZAMAC N41UN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. PRODUCT B4.SED ON THIS PED. PROVIDED HE/SHE DOES NOT DEVG17£FROM THE CONDITIONS DETAE£D ON 1/4.'0 x 7/8'CALK-IN ANCHORS OR ELCO Hale&Temole 'PANELMATE'AS MANUFAC7URED DAIS DOCUMENT. CONSTRUCTION SAFETY'AT SITE IS THE CONTRACTORS RESONSIBIUTY. BY POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. (c).THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED. -,1/4'0 x 3/4'ALL POINTS SOUR-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPEC14LTY COMPANY. OR CH WILL NOTES: (d)SITE BECOMEECIFIC THE ENGINEER OF RECORD(EOSH4LL BE PR.)FOR THE PROJECT AND WHO WILLED NBBEE RESPONSIBLEFOR(THE PROPER A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-REX SS4 15 1 3/4; - USE OF THE P.E.D. ENGINEER OF RECORD,AC77NG AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO FOR ZAMAC AWUN ANCHORS IS 1 3/B;•FOR ELCO PANEUMTE ANCHORS IS 1 3/4: THIS LATTER THE SITE SP£CIRC DRAWINGS FOR REVIEW. AND FOR CF TAP-GRIP ANCHORS IS 1 1141. (e)ANIS P.E.O. STINAL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A2) 7/8'CALK-IN ANCHORS ShALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO THAT PREPARED IT. SHALL BE PERMITTED. 1/4'0-20 SCREWS USED SHAM BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' 12, SHUTTER,MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VIS/BLE LOCATION AT STORM PANEL IN ACCORDANCE WITH MINIMUM FOR WALLS WI7H NO STUCCO. SECTION 1710:&J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERT OPENING. LABELING TO COMPLY WITH AJ)MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE SECTION 1710.82 OF THE FLORIDA BUILDING CODE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST,AND 1'MINIMUM FOR WALLS W17H NO STUCCO. A4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXIS77NG WALL OR FLOOR, , ANCHORS SHALL BE LONG ENOUGH TO REACH THE ANN STRUCTURE BEHIND SUCH PANELS ANCHORAGE STALL BE AS THIS DRAWING SFIALL ONLY BE USED TO INDICATED ON NOTES A.1)&A2)ABOVE OBTAIN PERMITS IN THE STATE OF FLORIDA AWALL . (B) TO EXISTING CONCRETE BLOCK W ,a���\;��•�lC.�'tiH�lj �Ari 11410 TMCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (REGULAR OR 410 3.5.) �C •• I' �s 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. .Q' `^1r'E�1S' r/� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 7/4'0 CF TAP-GRIP ANCHORS(BERTHA SND-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. F 1/4''0 ZAM4C MIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. ^,i;'• I,1 y 67 02015 m7Eco,we 0.050"BFJ77HA ALUMINUM STORM PANEL T.R.L. - 1/4'0 x 7/8'CALK-1N ANCHORS OR ELCO mole&Temale PANELMATE'AS MANUFACTURED _ 'VO.44 (2.Z5"DEEP) ORAN'N!lr' BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. r EASTERN METAL SUPPLY, INC or/�T4E/rb 1/4'0 x 3/4'ALL POINTS SOLD-SET ANCHORS AS DISTRIBUTED BY ALL PO/MS SCREW, BOLT&SPECIALTY COMPANY. :+^ ` MIL G C_70,X C. 4266 M 11 rCH,F IMINE 1 TIUJT TESTING&ENGINEFRINO COMPANY wF57 PALM eF.tG4 R-JNO7 75-04J rc"Lam7aL'i-•va.l (—000a un Alba PHONE(56t)5M-6061.FAX.,(560SM-4780 17TL-0 9 N. 4014 IAllil�l1�\ WALTER G' UT JrPE.44 „�.Ip o�'a�` - 1\\ aD il�ala %f1/19 a<v SNEff I OF 15 76119•(M-M WDM) .9.119•(TOTAL WIDTH) L,N• PTS �1200E0•(6FEOlh£W9)R/) --I 6.000'(aFECl1YE WTDIH)—I (— S F4_ 1500- 1.500• Il0.QJ' Al7J' � ,.,7J' � R I i .� � .� .D75' a>s• N �2.179•�d97J•—f-2179• I-2f25•� � ' a15a'� �R L691'— ].LTO'� Q ALUMINUM PANEL fA ALUMINUM HALF PANEL "" �• e _ Svc:r/•--r .wc:,�--r ® 'U' HEADER _ © hHEADER Q 3' Max. "U' BINLD OUT :wE• -1' r.au• .irk[:s/6'.,• srvt:J/6-_r• S S SND pppp 2 a X4. .199• .179 JT.' ro ANGfE •� +-$^ Y«� -m' --g R 1.25'unci w m .Ilb' $2 TT ]50 G SEC G4i9faMN F. G ry SEE T— —� L h • a KTFRNITE r ^ Z 1j = DETAILL R 4osO�T $ I !cv trrwc. ser a' J am7• l—lssa•—! 3 acw- f % T 5Q 3' ANGLE BUILD OUT BRACKET © TRACK ® ! 1j4' MAX. B. 0. Q' REVERSED 'F'ANGLE TRACK ® F' TRACK ANGLE Q9 STUDDED ANGLE srkE,v/6'-r• �._,. cax7->s Awm.AuoT scve:J/6'-,' "r:J/6• r F' TRACK scve:J/6--,• r-063- N J5o' - Plt¢ (A7 l HOLES ,� � 1-094- ,l/%•K1ID�io A` £ Trn. r nJ r n.c - - - �— RLEG LDu1s.N n (AT s/DTTOM�i7N�E T g . L N �n I - OETAG! FOR 1/M%-1fb'!' n� ,1 -I.Gv.�—T C--------------- SS�WMWE .OGJ' SCREW TAPCONS .975' (YKf1 - •- ---- �.a50'OR.060• 9A MINI WALL 1.75 x0.632' 1: STUD ANGLE WITH STUD J/ls'-II- T•�12. DETAIL 1: MCK w/D!E rw7N NU 10 2'x5"(MAX.)xfj8" �� MCNET.Perm wNc NUT stave,�z•.r• ANGLE WITH STUD mr ap 1 f .51f6 x7 x14' LONG WALL PLA TE ..12 ,>s, ;d xo ��• $ !2A ROUND HOLE AT PANEL ` L4jT� ��� mcE amp (OPTION TO 12) 13 KEY-HO ,'IYi}SHE NSF m FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) ` a°© ^� y'� m2or5 RLTECO.Na 0.050"BERTHA ALUMINUM STORM PANEL £R.L OP17ON I OPTION 2 No.44167 ':* (2.25'DEEP) DRAWN 9✓. •�,; 03/24/15 O2 KEY HOLE AT PANEL ' IL E C O.flc. EASTERN METAL SUPPLY, INC MTE '0� WEST Rws aw6r nUl7 TESTING ENGINEERING GONPANT WEST PKN 9EAGl,2 J3407 1S-D fJ. •e ~ 6J59 N.R J7NyT,5f.JRl 1fRc4A1 f/1ttbA n.ufce PIfONE(561)57J-6061,FAX:(561)599-1790 COMPONENTS nam f.TJmNN_Sw.r+(JWJB>,_,9r art DRAWING No R O N A\ ��`'4 m-DDDe71s b r '(0/Ineltlloaa� p1 WK7ER A 79ur Jt P.6 - 1l1 F1.09704 lit./44167 SHEET 7A OF 15 TOP TRACK (SEE COMPONENTS SHEET 1A OF 15) I�y CONCRETE ANCHORS (SEE SCHEDULE) AToxx. .�x. - 1 Min. 1 Mint 0 o o 0 0 0 r_r-r__-__r_r_�___�_r_r� O ti W ' 2 O 1 w 7YP o i Z A A W 'I J CONCRETE ANCHORS (SEE SCHEDULE) 3"-I Mox. Max. 1 Min. — 1 Min. - BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SFE COMPONENTS, SHEET IA OF 15) . SCALE: 1/8'= 1" 1/4"Max. GAP 114'.Max. GAP,F,. 11\ >�'`� � FLORIDA BUILDING CODE (High'Veloclty Hurricane Zane) ti ®2o15 ncnze we 0.050"BERTHA ALUMINUM STORM PANEL FR.L (2.25."DEEP) DRAWN Br SV .1114115 SECTION A-A '`L` IL EC O.ea EASTERN METAL SUPPLY, INC DALE 42M WEST RO4W ORNE TlLU7 TESTING 4 ENGINEERING COMPANY WEST PALM BEACH,FL J1107 15-049 .'"• �`oi NSS n.r.JWI.ST Sla.bS 1WGPC1 W'n[NS rt 1.1166 PHONE(96!)33J-6061.FAX:(561158,9-4780 SCALE: 1/8'= 1" _w f.X.� ..`a� P,,�:6>askT -006719 cou�rmv wR D114 AO No / WALIM A.nun�, RE m N-�a n n+ - _ sx.T z 0<" 50 s1 !pg O >\ FLO=4 Tia 144767 _ _ _ COWRFW (W E=ORS CONCRETE ANCHORS CONCRETE ANCHORS —r==FC c CONCRETE ANCHOR$ 5Er SCH 025 SEE sff SCHMUU) 3 C-CCont..2M' Sao' 1 Z50, Akr. Al— tA.. oPOURED POURED CO 14 w CONCRETE CONCRETE REQUIRED /RED REOURE0 Cwt SEE SCHEDLALE FOR I N N N N N N N N Uil.S91APAVON SEE SCHEDULE FOR TO OL45S, SEE SCHEDULE AF..SEPAIZ477ON A&5VAR477ON TO GLASS TO G4.4SS 70 GLAW 0 710',JIJ2 mw Ivr a L�2�0_�LW E11111'67VO o a.c. II OOURI COW-REX 'Ou, POUR OR NCRgETE OR CONCRETE CONCRETE CONCRETE d BLOCK.WALL BLOCK KILL OR CONCRETE- II IOR CONCRETE REOMMED BLOCK WALL W BLOCK WALL LJ REQUIRED RECURED R­`Cu#'ED t I Ii C_t. I 0-20 Af.5 SCHEDUL0 C-t. HER 0 12'0.C. 9 C—L CONCREX RS11 .Afflls17/�t" C-t. (Sir SCHEVUL0 SEE (SEE SCHEDULf SE077ON®ANCHOR -WALL MOUNTING INSTALLA SECTION 2 =ME.J/8*- BUILD OUT INSTALLATION BUILD OUT INSTALLATION _56QVON 3 SCALE J16 f SECTION 4 SLAW 3/8'- I' ci A- EDGE MDISTIVICE PMO CRONCRETE 0 WODULE 71)ON CON 4w; at ONO REQUIRED EVEW STUD o 12,O.a L 125 NOTE FOR COMSIMPON OF SE077ONS '�CEN alLaING CODE (High Velocity Hurricane Zone) FLORIDA 8 9 Ct. WALL MOUtR),VC SECTFONS CO BE .2015 RVECO,INC. 0.050 r BERTHA ALUMINUM STORM PANEL ALLA77M. (2.25-DEM) COUBWED IN ANY WAY TO SUM ANY JALS7 No.44167 DRAW BY SEC77ON a sluo ALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC MOUNT INST f II. ECO INC. \ a4m. SCALE:J/8"= I" �W M3T RaW OrdW -SECTION I mur ristwo R examernimo compANY Wa7 PALM BEACH.FL J3407 15-049 ✓SECTION STUD y%�ALAD S&FOR(7DP ....... DRAWWO ft S&n 2 WX =tZNTNG INSALLAttlt NAO MIAITER A 7Uff Jr.PZ_ LA.f 44167 sHEEr J CAF 7s CALX-1N OR ALL POINT SOLO-SET £.0. OR ELCO 111V emote CONCRETE ANCHORS E D. CONCRETE ANCHORS PAN._ SEE.,.SCHEC E)F TAP-GRIP711 10 Cont /4"0-20 S 5.ALACH/NE (SEE SCHEDULE) (SEE SCNEDUCE) E.O. CONCRETE ANCHORS L�OLr W/NUr&WASHER O 12'O,G \l I (SEE SCHEDULE) _ I"u;n. PouRm coNCRETE I POURED CONCRETE I I I I I iIs�o-•% REOfARED —E0. EZ7:— REQUIRED 1"-}j I I• 7" y iN2 POURED \ —a CONCRETE c I BLOCKALL W I 'POURED W I REQUIRID caNCNETE a I I I I�LOCATION REouiRm I I q I I _®cone. j I 1 s ca„L 1/4I I � I I "0-20 x I I N Ci I W {—SEE SCHEDULE FOR I1 1 2N I I - Io" 1I 3//48L 78" 0J/ f NC Min.S ON Cx T TO GLASS IIII t iWj II IiII WW i U i I h I i h H � I I DCL750W/7/81x, I I I S I ! ICHEDULESEE SCHEDULE FOR i 4/12 ONG NUT I 2 �sEF SCHEDULEGTARAT FOR I I Z _I s�.SEPARAnONR I i un.TO ISDN i I I un. GLASS TO t < I TO CLASS I a ALTERNATE ` I LEG LOCATION 7/8"x J/32' e I i i t I 9 II WING 12 NUT O 1I 1/4.0_20W 3 O7G jG j® NUT cocRErEs cont / 12'OBS £ POURED — I L � II t 1 Egg W I CONCRETE o' _ I I I 7.125' I I 7 I REOLIRED OR CONCRETE Cont RWAIL W _ REQUIRED / 7' / M;n. POURED CONCRETE I 7' 1 / h I I POURED CONCRETE 1"w. I REOU/RED REQUIRED I I. CONCRETE ANLY/ORS G 7/4'0-20 S.S MACHINE CONCRETE ANCHORS E D. CK-!N OR ALL Po/NT SCUD-SET (5£E SCHEDULE) 10 W/ &WASl1£R (SEE SCHEDULE) CONCRETE ANCHORS PAN Cont BOLT ECMA)E OR/CF TM-CR7P ®12"O.GNUT (SEE scHmuLFa E D. (s£E scx£DurF) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL-MOUNTING INSTALLATION (D. 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ID+Jof.wroM1 Gt¢b•'S/f•>•1f6a PHONE(56I)53J-6067,FAC:(567)586-4780 A`✓ tp P :\(L��Y q�.:(Ail-ISJo. :Oosp>1-f9f �rt DRAWING No 'Q!�tS �`K�� E8-0006779 puamx+ - ''�o,,,,��NAL'�� 170=4 LK_ 44 67 aU A_9a m]V 0 - SNELT 4 OF 15 CALK-/N OR ALL POINT SOLID-SET OR CALK-1N OR ALL POINT SOuo-sEr OR ELCO'mola/(eme/e PANELMAIE OR CONCRETE ANCHORS ELCO mole//amo/e PANEWTE OR ELCO male//emale PANELVATE PLUS (SEE SCHEDULE) E.D. ELCO male/remold PANELLOITE PLUS WL7/4'0-20 SIDEWALK BO(T OR O CONCRETE ANCHORS - 1/4 0-20 SIDEWALK BOLT OR® �/1�W/!/4'm-20]RUS8HFA0 80LT++ PoURED (SEE SCHEDULE) WjW/I/4 0-20 TRUSSHFAO BOLT++ (SEE SCHEDULE FOR SPACING) CONCRETE SEE SCHEDULE FOR SPACING 7�,10 x J/32' REQUIRED I I rEO \ ) WING NU ® 12'O.C. 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N ArtPG'.10(g O.C.W/7 1/2'MIK 2- PENE7RA710N I T}FFAQED t{NETRAnON D I 140 LAG SCREWS rt I ADWDIN OF PLATE A 6"a C.W/1 27132' _ ,EOUIRED Min.PENETRATION 2"'s 6" 1/40 LIC SCREW 2'- $ ! MIDWID79 OF PLATE. YA700 DECK ,2500" 2"x 4•PLA REQUIRED 0 4 O.C.W/I r/2'I6a Max I R£OUIREO INTERIORLY REMOVABLE PANELOI W/ (NO FHNISH THREADED PFNETRA7XNT EXISTING .~" SIDEWALK BOL75 EE DETNL 2) ALTERNATIVE 16* 2-..4'? UDS4 Cant CONN T09 mll-1/B o 4 16'O.a Max.RED, ALTERNATIVE 18A* - NOCES AT. T®6"0.0&FASTENED EXISITNC Min. 1/2"PLYWOOD EXISTING _ A7 REM W 711 ex3/32"WdJC NUT REQ"D(RP)W1 FASTENING BRICK SILL ALTERNATIVE 188* C EY£!2Y SHDEWAtK'BOLT. i/4 8'ELCO male PANELMATE Ta SI US AS PER J/4'0-20 s J/4" NAS ANCHORS Q 4 t/2'O.C. 7D SFCDON 2909 OF R{E BOLTS W/7/8 i CEILING & FLOOR IXsnNc PLrxro00 SOUTH FL BWLDINC CODE. J/J2•W/N0 NOT WALL MOUNTING lNSTALLATlONS 912•aC ' MOUNTING /NSTA�.LAT/OILS ALTERNATIVE 17 * SECTIONS 18 *yAUO FOR Max. +63.5, -63.5 psf. .GALE:t/<' r' *VASO FOR GN t63.5, 8477 psf. SCALE: 114'- 1" A.S.D. DESIGN PRESSURE RATING. ASO. DESIGN PRESSURE RATING. BUILDOUT INSTALLATION INST LLATIONS VALID FOR PANELS 0 USED JOINTLY NOTE FDR COMBINATION OF SECDONS: SCALE. 114"= r• _ WITH INTERIORLY REMOVABLEANELS WALL ooll/CEILING MOUNTING SEC77ONS CRN BE COMBINED TN ANY WAY TO SUIT ANY INSTALLARON. INSTALLATION DETAILS ON EXISTING1 WORD BUILDINGS AER A q' LIP FLORIDA BU/LDING CODE (Nigh Velocity Hurricane Zone) N0TE5• `rF\ :v� ozols mTEcc,(Na 0.050"BERTHA ALUMINUM STORM,PANEL F:R.L 1.JASTAUAITONS ARE ONLY VALID FOR ASA RESIGN PRESSURE PA77NC 2 ND'44 � = (225"DEEP) DRAWN,BI,, UP TO+65.0, -71.0 psf AND PANEL'S LENGTHS UP TO 9'-0. EXCEPT AS NOTED. == = �+ PP�w Ie/2</Is 2. FOR NEW WOOD FRAME CONSTRUCT70N: WOOD MEMBERS TO BE SOUTHERN 1 .' "+ �� E C V TNG. EASTERN METAL SUPPLY, INC D,TE PINE No.Z W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. 4760 WEST RWOS DRNE •¢.? TlLLIT TESRNC R ENGINEERING COMPANY NESE PAUL BFACH TL M407 PHONE.'(5605JJ-6061,FAT..(561)sss-4780 .15-049 a wx fry m-oTXUrDRAvnNcNa WALTER A X1R'4:P.E. ara it-Yt9 mAWr3 .. 1111411IINllitl\\ F7.0700A Lc{44!67 SHEET 74 Or 15 1/I"0 S.S.LAG SCREW 114-0 S.S.LAG SCREW 0 4"D.C. w/1 1/2"MIN. AL7ERNA7TWELY, TRACK®MAY BE ATTACHED ®4 O.C.IV/7 1/Y MIN. THRFADED PENEM77ON + IHREAOEO PENETRATION TO HOLLOW CEILING AS PER DETAILS SHOWN NG 4"x 8'(Mn.)EXISTING ON ALTERNATIVE 9A SHEET 13 OF 15. 4" e'(Min.) REED. WOOD BEAM REQUIRED. W00O 0 DEW REQUIRED. STRUCTURAL ADEQUACY - S7RUCTUR4L ADEQUACY OF EXISTING WOOD OF EXISTING WOOD 1/40 SS LAG SCREW BEAM 70 BE CERNnID 1/40 SS LAG SCREW— BY REGISTERED EEAMNEER To BE CERDnEv ®4"O.C.WIT 1/2"MIN. BY REGISTOZED ENGINEER O 4.O.C.W/1 1/2"MIN. THREADED P[NEJ1N1fON EO OR ARCHITECT PRION OR SHUTTER I PRIOR TO SHURER INS7ALIA770N.("I') TINR[iAOED PENETRATION TO SHUTTER INSTALLATION. 025 0.25' 0.25' I I I I —4 A A nt. a I COAL d I N I m I w I SEE SCHEDULE i W SEE SCHEDULE SEE SCHEDULE o m FOR Min. I T _ o FOR Mn. I 1 z I o �705TING FOR Min. 1 _ 2 SEE SCHEDULE W cCAss SEPARATION G1A55 I EXISTING SEPARARON SEPARATION W IXNG FCR Min CUSS TO GL 5S I Ic.I TO GLASS I V G SEPARATION `'- TO GLASS I W I z DETA/ 2 J/4" T_ I T I 4 I 7 DETAR 2 W t x 11 I I 0 I a 7/8'0 x 3132 c I 7/8'O x J/J2's I 7/e"0+J/J2" 7/B•0 x J/JU WING NUT® WING NUT® Y�$ WING NUT Q WING NUT O `(�$ 10 EVERY SND E 21'o c. I EVERY O.C. conSTUD 0i• I � c—L I &12'0.C. s I s ALTER NATE ALTERNATE Cont r Cont I LEC LOG770 I LEG LOCATION 1.725' 1.7 5 1.125" 2",6" 2",6- 2',6' 2'x 6• WOOD DECK WORD DECK W000 DECK WOOD DECK REOU6HFD REQLXRED REQUREO REOU/Rm INTERIORLY REMOVABLE PANELQI W/ INTERIORLY REdOVASUF PANELQI N/ I/4 0 UG SCREWS!9 2"O.C. 1/40 UG SCREWS O 4"0.G SIDEWALK BOLTS DETAIL 2) SIDEWALK BOL75EE OEWL 2) W f 1 W/1 1/2"LAM.THREADED PENE7RAR/NL 1/40 LAO SCREWS 0 2.O.C. IT CONN TED TO I THRU / /�•MIN.THREADED PENETRATION W/1 1/2'MIK THREADED PENETRATION CONN TO 1 IHRU 5/B 0 1/4 0 UG SCREWS 4'O.C. NOLFS AT 1 U 6"0.0&FASIE/IED HOLE AT 1 8 6'0.0&•FASTENED W/1 1/2"MIN. THREADED PENETRATION AT REAR W 7/80x3/J2"WING NUT - AT REAR W 7/B OxJ/J2'WING NUT ®LYER1'SIDEfVALK BOLT. O EVERY SIDEWALK BOLT. ALTERNATIVE 19A ALTERNATIVE 19B ALTERNATIVE 20A ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATIONS . ... CEILING & FLOOR MOUNTING INSTALLATIONS ,' ���R SECTIONS 19 SECTIONS 20 � �'.• SCILE:1/4"- I" scltE: i/a" 7• �,iCFNSe;•.,�ij�y .1975'y /I4'mf-SS SWEWA7K Sam � 1 I W //4'SLOIRD IIEAO fD'ED jjpD L1TWN)1MIM1V11EY0iFA L£PANELU ,06'O.G 1 }n 'WJy'Q)REAR. NOTE FOR COMBINA77ON OF SECTIONS.nIc w7®/J2' PLO 6'O.C FLOOR/CEfUNG MOUNTING SEC77ONS CAN BE /NSTALLATIDN DETAILS ON EXISTING WOOD BUILDICOMBINED IN ANY WAY TO SUIT ANY 1NSTALLARON. IpIHIII%ktFLORIDA'BUILDING CODE (High Velocity Hurricane Zone)NOTES 02015 RL7ECD,INC. 0-050"BERTHA ALUMINUM STORA(PANEL FRLI. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RA7ING (2.25"DEEP) DRAWM Br.UP TO +65.0, -65.0 psY AND PANELS LENGTHS UP TO 9'-O' -124115 6.ac IL ECOe . EASTERNMETAL SUPPLY, INC DA,E 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 4268 WEST ROADS DRIVE DETAIL 2 - INSTALLATION OF 1/�'xT' PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR EQUAL TILLIT TESTING k ENGINECRING COMPANY NEST PAW MCH.FL J3407 I5-049 Rrs5 nr.J4Yh ai..IDS ra148w WaatC R.vMa PHONE(56r)5JJ-6061.FAX:(561)588-4780 S]"ALK BOLTS O REMOVABLE PANEL WALTER rmo'T`LJ05f8'I-rsn ORawwc No S]"ALK A�7ll1TT1Jr.P.E n�rxw art x[Y.w o®ernor art SCALE 1"-1' ELOR/64 U./44167 0n rr-ars 4N/u _ SHEET 15 OF 15 l