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HomeMy WebLinkAboutProduct Approval Professional BCIS Horne Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search dtProduct Approval ICS? pr a:public User product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11964-R4 LI+ Application Type Revision EIVED Code Version 2017 Application Status Approved 52018 Comments f Permitting 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 F ILE COI,-lv, 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,)r 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 Year(of Standard) Standard Year 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 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products 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 17- to provide hurricane protection. 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 OSO 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.ASD 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 Panel (2 inch)-Drawing number provide hurricane protection. 17-089 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.PDF 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.ASD 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.PDF Created by Independent Third Party:Yes Back Nexl Contact Us::2601 Blair Stone Road Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cowricht 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 H 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 Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL UM BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI--DADE / BROWARD COUNTIES). 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED 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. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FOC 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. 8.3) 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. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.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 NU 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 FOLLOWINC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 1 0321.01-05, 1 0812.01-05 AND 1 0119.01-06. PER ASTM E 1886-02, E 1996 02 AND ASTM E-330 STANDARDS.OUAUFIED FOR WIND ZONES 1, 2 AND 3; MISSI_F TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7, PANELS MAY IC50 BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2.7.1 AND 6.2.1.2 OF ASTM E 1998-02- (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 3004-1134 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASS ATION 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ARACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND 0 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 kS; YIELD STRENGTH AND 90 kal 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 AISI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0) 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.EC. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (D)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W./BUILDEX. PRODUCT, EASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON TMS -1/4'0 S.C. TAPCONS AS MANUFACTURED BY ITW/ BUILDER. 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 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 A2) 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. LASEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTTNG CONCRETE BLOCK WALL: -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. -1/4'0 S.G. TAPCONS AS MANUFACTURED BY fTW/ BUILDEX. ;I�tttttiti��� -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY Elco CONSTRUCTION PRODUCTS. cc kTHIS DRAWING SHALL ONLY BE USED TO -1/4'0 z 3/4"SOLID SEL ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. ''��L� Tl�� OBTAIN PERMITS IN THE STATE OF FLORIDA ,CrN• ` Stt RECEIVED 7t N�,*��r t FLORIDA BUILDING CODE (Hon Nigh Velocity Hurricane Zone) ' cwly rx.rEco.me. 0.050" BERTHA ALUMINUM STORM PANEL N.c. ' ^TATE I�f (2.00' DEEP) oPA»R er: MAY 2 5 2018 1L E C O ENc.� EASTERN METAL SUPPLY, INC J TILLIT TESTING.ENGINEERING COMPANY I r nuu W'C N,n_33 07 17-097 �. 1 u�l�.'a ..... un u.Srw.0.w aoe.wCw criob.rt ASM PNP4£'(561)IOG-el'6J.FAY [561X41-1)13 F, CoNnty PgFIT lttina w.•• tml�+-a�o ,c�aM»-IwI aNAwn+c w ... - r.....,,.... 21 EB-0006719 WALTER A.MIR P.F. OTD 13-0u !- FLORIDA UC 44141 6] SHEET 1 Of IF 1.172:TA ) --8.151-(TOTAL WIDTH) 7+.Tor (TOTAL wiDrH•_____.._______._.. r 12.000'(EFFECTIVE WIDTH) 1 I-�.6.000(EiFECTNE WIDTH)�-- 1.070" 1-- 7.070"-I '- 7.070"=--i +.860'-- •- -1.V0' MAMtUM A.S.D. DESIGN PRESSL7IL Rd TING f 2.s.f.) AND 1 . E� i� ®� E . (17s.1 �p=L"p1- CORRESPONDLNG Ka�'1Af4/�/ PANF?• LENGTH Z" SCIiFn(IIF .f r �-o.2so' �P - N ry$ o _..�.` ......_- i PANELS RETADVED AT BOTH PANELS RETAINED AT LEAST 2020"= 2.020- 4 2.o2o" - ENDS LATH TRACAS X ONE OF THS(R ENDS FULL PANEL Wf HEMMED EDGES HALF PANEL W,[ H£k{MED EDGES ®®mOG®&® W= TRA= OR DZIMT MOUNTED# 00Q OR Q* ANXiMUM ••,• AN.tWUAI ------- 1+.375"(TOTAL w10tH)----- ----9.+25•(TOTAL WIDTH) A.S.O.Orsa+ . ,.PAWL LEuc�,. ws n.ots� M. raNEl t[Nsllr PRESSURE RATS L(R) PA'ESS✓RE R 7AVG L(RJ --12.000•(EFFECFhf WIDTH) 6.000'(EmmllWE WIDTH)r (p.,.LJ (P_..I) 7.07(1' r .170,� 1.070'-- f'-! 1.070" �q�4.880"--••1r r.I70- +300. -100 IX-01 +30.0. -30.0 13'-0' 0.(2 AS APPLLIC-OU 1 050-RIPOyp) .) 1 /125••®AS AwPl.C1BI k 1 /1.050'E7W3 + �• i y +35.0, -35.0 12'-8' +35.0. -35.0 12._C' +10.0, -10.0 I?'-1' ++0.0. -40.0 17"-3" --4 2.020'r- 4 2.o2o--- 2.020'M --- � ++5.0, --15.0 Ip•-0• .150, -+AO to'-O' OPTIONAL FULL PANEL W/0 HEMMED EDGES OPTIONAL HALF PANEL Wf0 HEMMED EDGES +50.0. -50.0 Ir-D• +50.0, -50.0 9-0" © STORM PANEL +SsO --5&0 10•-D• +55.0, -55.0 s-r +6010, -60.0 9'-1' +60.0. -60.0 7'-6' +700, -70.0 8'-01 +70.0, -70.0 6•-5' CONCRETE ANCHORS(SEE SGHEDLKE) +800. -80.0 21-01 +8(7.0, -80.0 5•-81 r-3--F- -}-3'i ticn.l I IMrn. +90.0, -90.0 6'-g• +900. -90.0 5'-0• o e r : T. +90.0, -100.0 5'-7' +90.0, -100.0 5'-0' W +90.0, -1/0.0 5'-1' .90.0, -7100 5'-0' +90.0, -120.0 +•-8' +90.0. -120.0 4'-9' U y +90.0• -130.0 4•-O' +90.0, -130.0 1'-1 1/2' 1 #RQg. 2 MAX.AS.O. DES"PRESSURE RATING&M1X&VAf j PANEL LENGTH A A I'OR 00CRNAL(Y REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 77 IS YS}1 + 50.0, -- 50.0 P.S.l. W/88'MAX. PANEL LENGTH. p WLA.S.D.TDESIGN PRESSURE RATING&MAXIMUM 40 10 Z FOR MOIBVIMIG AS PER ALTERHITNE 77 AND 1+ ON SHEET/+A Al 1.5 OF I7, CT71111.ARE )III y +50.0,-60.0 P.9.1. FOR 78'MOX.PANEL LENGTH• I C� {� AND+50.0, -50.0 p.s.1. FOR UP TO lOB'PANEL mi.. STORM ANCHORS (SEE SCHEDULE) y-SAS:'. �fIP�4••••„• �IT�r�_ LENGTH STORM PANEL 3►: �,,GEMS�c ._'A TYPICAL ELEYAT/ON �, a ; FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) N. T.S. N0.44167 CMf71CIECO,AV. 0.050" BERTHA ALUMINUM STORM PANEL L.0 r/a'1.r =. GAP 1/+ Moa. GAP 'k ' '1r (2.00" DEEP) ' :-- EASTERN METAL SUPPLY, INC 07a" I L� ETC-.�. 42681ST ROAM DINE •' ' TILIJT TESTMG k E.GMEERNIO COMP) ' eESt P EL M VLI(R.]1107 17-09 -TNM .A1M HIOEIC(581)109-dfe.�TAY.'(9fIfe11-Ilii 7 SECTION A-A ". S/ONAL�N �,. �Aw>1-1 ..:I `1E> •1.• EB-000 IT j N....I..S. WALTER A nLLR r.G.E. t m u-on A'N ••• FLORIDA Li Niel SIIE[T 1 Or 17 2...........1 'r/.-0—20 5.5. ' 0 14 0 t1IOU7CEE7NP NC 110' ZI T-T= to 1W 3w, ­aw- 2.95, t "r- TRACK 'h HEAD 37 MAX. ANGLE BUILD OUT BRA 3- -u-WALD (3A OPTIONAL J- Max. -U- BUILD OUT HEAD ir • -2v&S.mo • 9r T TO�r k Lm tom"Nom LLLEG LOMWO, ow 1�MIN WALL 1.75 x0.632' REVERSED T"ANGLE TRACK *r- TRACK ANGLE Q STUD=ANGLE MOLE 1077H S7W V.,- ANGLE WITH STUD urr Ails' 2 012 2 ftem TO 4 T_ AA7F .me* 0 12*O.C. .7W .00- Is' LARGE KEY HOLESMALL KEY HOLE MMW 2 (OPTION I r 12A ROUND HOLE AT PA ..3A?jiZNt 1� . .......... KEY MOLE AT PANEL "y hi" WASHER % No.44167 FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone)j &0.�ANG Z 02017 IXYMO, W. 0.050" BERTHA ALUMINUM STORM PANEL Lr SNAP [AP (2.00- DEEP) aum at, I' DETAIL 1; sTuo wl wiNc Aur EASTERN MIE7AL SUPPLY, INC Z�Tl�Ll E C_�O,x�, 42M*M RAN aW COMPONENTS TILUT TCSTWG 0 ENOWEERMO COMPAN7 VEST Fftu VOC', FL J4 0717-097 aro},,alas.vrw.aNmrna M.vi4 PAVW(581)202-n6J.F"!(88/)841-1213 712 WWA A ThIlT J,. rLOIKK Lie-44167" SHEET 3 Of 17 CONCRETE ANCHORS __ 9 c_L CONCRETE ANCHORS ` ER TE .CONCRETE OL-\ CONT CONCRETE ANCHORS .' (SEE SCNFDULE)\.. (SEE SCHEDIM£) 1.0001 ARE° (CWEN PosnoN r) (sEE scHEnuF) \� _ 3 Cont. r•Lcn .300' ''0O• COHLRE1E ANCHORS i \ N - FORE PAChW).E f17R SPACAC) �_� POY97EO ED. POURED ED POWRE VRO E.D. COleC1PE'7E CONCRETE Li7NCRETE ate-: �'ap4FD 2 REWIRED REWIRED , (, Cont. cvNr. ED fly 1 N )•Yin.SE7ARATION 1 I (,�i•Min.sn%mrDfl TO"S TO cuss .,,� ,.�,, I ! I- ct Y'rD SCRANTON, i S OPTION 1f : Mn.sEPAR1rTON I CONCRETE ANCHORS SECTION 3A aAa To sass r/s 20 3/� IsEF scwEDwF) 011 13/2-w1NO NUTSaTs W/ a t. t2 O.C, a .300' / / 4 n , r. /i... w n Ea OR CONCRETErE K WALLCONCRETE N REGUREOREWIRED j POURED7E r CONCWt CORE/F 1 CONCRETE ANCHORS ME OR CONCRETE / OLo x u� A (Sf£SCHRWiE) BLOCK WAu E'.D. , REWIRED REWIRED I,D. I•Yin. SEPAOMTM / CONT L___ (OPEN PMWN+) .3s1s• SECTION ® ANCHOR J/ ,.,2s CONCRETE AN�R57- 4 (Sr., C01-1-11 }- (SET SCHI£Dtlt£) 6 Cant L7PTION f1 9 Cont, SECTION 3A 1 WA_LL__.MOUNTING INSTALLATION -•\T-- SECTION 0 ANCI NOR SCALE: t/1•- I• r/s••-20=3/+• SECTION 2 , ss.Bars w/7/11 / 3/I7•WMG Nur e Ir 7/B-.3/v / WWG NUT I CONCRETE - // e FA SRLO OR CONCRETE , PO'JRfD[O'CRE7E 0,7 r 1 :61 EOlL ED. / CONCRETE BLOCK WAIF —1 REDDIRETN / CONCRETE7/0•w S 32' E.D. EDGE DISTANCE ED. OR CONCRETE R7NC N�e (SEE SCHEDULE ON / S C-1. R REWIRRDOCK WALL EVERY swD sH££7S 9 t ID& 11) CONCRETE ANCNORS�- ,. CURT a 12-0.C. (SEE QED (OPEN rowtom SECTION 0S1U0 ►) 1� - i TYP. TOP/BOTTOM r.t2:i• l o> ALLAT/Od WAL MOUNTING INSTALLATION *11-fif WMA REMAN CLOSED uP I T SECTION 4 9 C f NOTE FOR COMBRM7ION OF SEC77ONS: 1tTH��r` J yaC AC"CONDMONS SCALE t/2"- SECTION® STUD WALL MOUNTRNC SEC77ONS CAN BE COw wo IN ANY wAY To surr ANY INSTALLATION. �� ,t FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) WALL MOUNTING INSTALLATION No.No.44167 ? c10T7 RUECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SCALE: 1/I'= I• SECTION (2.00" DEEP) Dwxw m NTE O :DETAIL Of SEC77ON a STUD VNlD ALSO FOR ,r',..+� •`Q EASTERN METAL SUPPLY, INC 071"17 ' NC. D1rE. WALL wO7MONC INSTAL1A7K1N-SECTION 2(TOP) 4166 WEST ROADS 018YF TAUT TESTING A,ENGINEERING COMPANY REST P WAC..FL.5S407 17_097 A��� ea55 r.w.>.R.u.n.m AACifA owmau R PHONE(561)109-°763.TAX:(560847-17)6 ASeiR Cs5Wr1-16,5 r.. (MW''531 E6-0006719 mr •'•`- R9lTER A a"N",67 P E. �1 4A U-A4 FLORIN Uc. f SKEET 4 WIT WANG A J/0 SOLID SET OR fLCO moo PANELWIE OR SG. 7AKON5 EVERY 5�7!70 cDNCRC E SCHEDULE) ANCHORS E D. O® w/ J w i1O.TO SIOEWKK BOLT fN]Ona.,..<.\\ , O�RANEUMES (SEE SCHEDULE) 11 Alin. CONCRETE ANCHORS £.p, (FET SG'HELWLEJ E.,,. ® I/%-TO TRIRSIfFM L70LT i i OR SC. TAPCONS ® O _ —_....._ CONCRETE ANCl/DRS _ 3 Cone �•• 4 (SEE sarEDULC) \ (SEE SCHEDULE roR.vAcmc) RcaNCRt£ POURED coArREr£ REOVRrEOVIR ED POVRED I COLORFUL .�. CONCREM OR CONCRETE N: i ��\� L IOCATRIMJ �ARID � I � 4 Cone 8 coo. I t +v Dais ;"Vac ac RR OPTIQN// ' I I + g A CONCRETE NCHOR$ SECTION (SEE CONCRETE NCH i W 1 .,.I7-Afi'n.$EPARA7)ON T J t•NSEPAM 70 CLASS'pN �I-0411.SE'PAR nON a a TO GLASS ; TO CLASS e POURED pY y °l CONCem '�\`• �. i 7/8 /7 g /•0-WIG/ 0 i —EVERY SSTs\\/AO 9 O I?-0.c JIM, mO NV7 pOUREO % Cone 12,O.C. CONCREIE y s DR TE t 1.723- i.'N'i1 i BLOCX WALWAJ-L w , 4 / / OPTION/Z I 1 I / POUREO CONCRETE SECTION SA REOUIRED ' f,OACRE7E AACNORS E 0. CONCRETE ANCNORS�/ S1aLl SET OR fLf:O ma*fiANELAN7f OR SG. TAPCONS (Sff SCNCWLf) (SFE SCHEDULE) E D. O®OR(9 w/f/I%-?O w*.lYALx BOLT OR O—� 0O®W/IJ w/i/i-f-20 rRVSSNEAD DOLT f i CEILING & FLOOR MOUNTING (SEE SCHEDULE FOR SPACWG) �— CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. 44. �I'N:n. SEPNUTION INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE: 112•_To GLASS 7/8•x J/.12' SCALE I/?'_ WMC SO Avf O ME 1/Y 1' El•ERY STUD 9 O 12'O.C. Cone p 7.225' __ a p. TiL./ Posmo CONCRETE I- f D. - EO(Tf iNSTANCC ............Tj�9sL REDUUREO ($EE SCHEDULE ON v CONCRETE NCNoas f.a $7fEETs 9 s 1D FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (SEE SCHEDULE) No.44167 ':* C20177X?Ft0•&C 0.050" BERTHA ALUMINUM STORM PANEL Lc N07E FOR COMBINATION OF SECTIONS: .*• (2.00" DEEP) _ DRAW By, BUILD—OUT & FLOOR MOUNTING WALL/FLOORICLI MG MOUNTING sEcrTDNs CAN LY T,/ Ly i? /� EASTERN METAL SUPPLY, INC CONBMED IN ANY WAY TO SUR ANY INSTALLAT70N `•- If(,Q(g DP'•��ASS Ti L ELT IZM WEST ROADS ORM£ INSTALLATION — SECTION 5 OO• IIWT 1ESTWO!CM°INC[RINO GOYIANY WEST RV.4 RFADI,TL.31107 17-097 V a 4 ma N..x.�ft,w.za wwr ucoa n.n,e, PNpve(sn 1)2D9-eze.f.FAx:(M1r-rlre SCALE 1/2•- i• vee..:(JOs}T isA im (xoleN�_1v1 e� �� (ORAIWAC llo .....• EB-0006719 Y/nLTAR A T4LR X..P.E. 01W' TLg00A Ile.4057 StQT 5 OF 11 CONCRETE ANCHORS SOLID SET OR FLCO male PANELMATE OR S.G. TAPCONS (S££ SCHEDULE-) E. D. O 1®OR2® W/1`1410-20 SIDEWALK BOLT OR O POURED —71810 x 3/32' CONCRETE 13 — ®OR®W/ W/1/4 0-20 TRUSSHEAD BOLT + + WWG NUTS O 12"O.C. REQUIRED EO. I EO.--{ (SEE SCHEDULE FOR SPACING) AT PANELMATES OR S.6. TAPCONS -A___= C I i 1 4 Cont, � I I Vi POURED CONCRETE I i' REQUIREDI I W E D. EDGE DISTANCE N i 2 (SEE SCHEDULE ON L_ I In SHEETS 9 d f0 k It) W J H i Ll*Min. SEPARATION i NOTE FOR COMBINATION OF SECTIONS � � j TO GLASS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE I"Min. SEPARATION _ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. TO GLASS i J + + IDE WALK BOLTS ARE _1 4i4 J/327HICK HEAD MACHUVE SCREW W/LEN6 7/8"o x 3/32" a AS PER NOTES A.2 k 8.2 (SHEET 1) i EVERY STUD 1 x TRUSS HEAD BOLTS ARE 112"ox 1/8•THICK I i c i HEAD MACHINE SCREW W/LENGTH 7/8"m x 3/32" R O t2"D. C. � I AS PER NOTES A.2 & 8.2 (SHEET 1) WING NUT 0--, 9 ' EVERY STUD 2 O 12"0. C. 1 11 cant. ! ALTERNATE LEG 4 o POURED p / r "LOCATION CONCRETE -OR CONCRETE CONCRETE - -- BLOCK WALL / 1 7 7�,1 / 7 7 REWIRED o 1 I I /POURED 1•�- cc 4-CONCRETE / EDGE OF REOVIRED y.i SLAB IF CONCRETE ANCHORSa — CONCREE ANCHORS - APPLICABLE (SEE SCHEDULE) ,i (SEE SCHEDU[E) - CEILING & FL OR, /MDUNT/NG INSTALLATION Cont. SEChOk FLORIDA BUILDING CODE (Non High Velocity Hurr!cone Zone) WALL MOUNTING INSTALLATION No.44167 a 1207 rurco.WTc 0.050" BERTHA ALUMINUM STORM PANEL LC. (2.00" DEEP) oPARM sY SECTION 9 * * * ' EASTERN METAL SUPPLY, INC °'LAMT' ' IMC' 42M WEST ROADS ORYVE �:•�v!� 1I 7 TESTING t ENGINEERING COMPAM WEST PALM 9EAcN.R.JJ407 SCALE: 1/2•- I' � \ I,I� •... r xs.,wc..c+nua n.vie. PMoW:(.Wl)toq_asEE rix:("0841_1716 17-097 S�ONAIE u'e ,E8=-GG0B„91�a mo DMWWNGGNt WAITER A D11 IT 1,_P.E ON IJ-Ob re/'•• RORIOA Uc.4x167 SXCEI 6 OF Il -- ----------- 1 114*UFM2' BRIc" prftm?)oN "4K 1 2' BRICK VETACR coACRVE BLOCK PeNtmv to &2'TO COhCRETE r•OACRof & BLOCK vowwv TO 4 7 7 O _7 /-(Dc-,.A- ?14,0,8*ELCO—A, PANEIMATE NNS ANCHORS ON 114'o SIM ANGLE L IEL • ensim rAlICONS OR 114'0 ELco m4ur AS APPLICABLE OR 114'f OR CONL'RE7E PoUAfo CONCRETE • 'E —S?rEl ANG(f INIft WALL t—�FAMFIWTrS r5FF';rHFDIAF rat WAMWO). OR CONCRL"TF BLOCK too"4LE AS APIRLACA&E WALL RfOUIRED TAPCCNS OR t14 CM) PANEIV4YES(SEE SCHCDU(r MR SPA opi-low if SECTION 11 A 0107m SECTION 11A I A6,,.SEPARATOR to GLASS EAw#x 114-0-20 r 314' SS BOLYS W1 7/VW j/-v,ww wr a c to ON I Y14 AM- ci/ / I'/ I m 1 5/DF WALK BOLTS ARE Ja'�015/327HFCK 'e"t DON 70 C tr 21 to HL4D A"CHAT SCREW ajo OACRETE&OCK FLA9*VC AS CoAcRm APftr-4&f NOTE FOR CDUBMTNN Or SECTIONS �3'7 NOTFS^2&B2(SHEET 1) WALV1100RICCIUNG A001NFINO SECWNS CAN BE 1RUS5.1CA0 2NM/,1'7HACK 4 C. $CIN�y COMBINED IN ANY WAY To suff ANY WAD 'E ---- --- -- AS PER NOM A2&8.2!SHEET-- - ---------- go" wEw" • Poo.Coscom114 Yid'ELco • 77 No.44167 FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) OR CONCRrTC BLOCK- PAVCLU4TE nXS ANCHOR$OR 114- WALL RFOUIRE"D IAPCONS OR 114-9 ELCO MALE ?• 1krCC0. 0.050" BERTHA ALUMINUM STORM PANEL Lc. PANEL"4713(SEE SCHEDULE FOR SPACING). (2.00" DEEP "m By. 047F. 1LIECO 420 REST ROOS COW BU/LD OUT INSTALLATION 1EASTERN METAL SUPPLY, INC 07/"/f 7 TIWT TE2TMG C"INFERMG COMF� WEST PALM BE40t rL M407 SECTION 1 • .1. P�oW:(S6')2M_824&X F^Y.(381)8—ms 17-097 SCALE;J18'- I* W��MR A.Tj 671s LLT1,. PE sNuT 6o,"IT r FLOMDA Lk..41b L AOLOCENT INMRlORLr ADJACENT —~ 1/4'M TAPCONS PANEL---'-- —REMO✓ABLC ^PANEL CONCRETE ANCHORS O 6.O. C. W/1 7/2'Min. THREADED STORM PANE! 1/4'MOx. CAP 1/4Mox. GRP AT 6.D.C.. -HEEADER.WT)IIATION TO EXISIINC WOOD (' i yp�N '—'ti i �g Ci i COO�DiCRETE R w (u REWIRED- ._.00 TOP rRAcvf $ SECTION B—B _ Ui�A� ER CK SCALE 1 r%2 = I• l/9`-20rF•SS Conf. SIDEWALK SIMIS *OOD HFADER W/7/8'X J/JZ [ I I REQUIRED IWW NUTS AT OVERLAP 0 Y B (BOTT) 12A,12e a (BOTT) Lt X DOLTS. jJ PANEL T W/7/8'X 3/37 lNTFMQRLY �j 1/f 10 1 SS *M6 NUTS AT REMO✓ABLEM l 2 SIDEWALK 80(75 -, : I- .7/8•r 3/32• a oY£RIAP STORM PANEL PANEL c w/7/R'x J/32 t _...;7`Min. SEPARATION 0. WING NUTS AT f ) EGFRtUO ro CLASS—4 A o OVERLAP f O 12'Q. C. a a ePOURED CONCRETE T 0 I OR CONCRETE- W ' 7 / Wq L I 'W1NC NUT W EVER Lr_ STUD O T2'0. C p gyp. 1 �J - � PLATE REQ D. 1/4'0 ELCO PAN&MATES SOLID SET OR 5.0 tHORS ._. ------ IYV00 STUD OR S.C. TAPCONS W/2•MIN. OR 'D.CPANELMATA ANCHORS _ O 6'O.C.A7 ALiUf.FNT O.24' u C. OF PLATE 0 AT YMDWIDTN PANELS REQUIR£U OF PLATE O 6'O.C. O ADAACENT PANELS 8 (BOTT) 12A,120 r6 (SOTT) --- _WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLd.TION SECTION 12A SCALE '/2'_ ' SECTION 128 SCALE: 1/2' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, --50.0 p.s.f. SCALE r }/2'= 1" 1iY/ `. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No 44167 r e2017 RLTECO,a2 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) oawve: • 07/26//7 p 11L EI C�- EASTERN METAL SUPPLY, INC a�: <266 WE57 A F L.534 - •�C�� � {!'Y TIIIIT TESTING k ENGINEERING COMPANY WEST PALM REACH,N.E 37107 (560209-8263,FAX:(s6Fb1F-r7r6 17-097 SiNAL EN�'� a..:(OSMn_,77o. cxi7yTl-Isil �n rR Ent. No J1 V EB-0006719 m Isoa /atn WELTER A TRilr Jr..D.E. SHEET 7 OF 17 FtOPoDA l:c.Mt67 Car0C Al.T2 ' 20 S.S. MACHINE POURED RCTF TF NUT k WASHER OR CO EO(ARE L)lOCX WALL RfOUIRCD \ . C. 7500'Min. CONCRETE ANCHORS / CONCRETE ANCHORS (SEE SCHEDULE)�-- o ' EWNGY£RY SJ1 0• I POURED CONCRETE O 12'O. C � 1.0, --'' O 12'0. C. C(/T PAN£l NAIL R£OLBREDOR CONCRETE °CKONCRETE ANCHORS 1.000POURED f 0. O12"O.CCONCRE7F 2'r 2"r.055'TO k1ERrNTE LEG LOCARON R£OUIRED \ _ 1'x 5'r.055'Con. \ \- \ \ h -T .060"J10--HI54 SWEET 2"x 4'x.123• � AAETk Alum.RENT PLATE C-t. 74 OR 6061-T6 ALIOr A Cent.AMn.ANGLE r °GAS` CASE A (Pion) SASE C (Plan) SCALE; )/4• 1„ SCALE.- 1/4'a 1- 2'x J'r.OBJ' •zy 3105 H-,4 OR WSJ-rd ALLOY cant.Anon-ANAf WH ANCHORS O C. 1 f.LOO' 7/8•x T 0 2 HMf PANEL W,NG NUT O 3 i/4'G1P I.T. MARCS 3' POURED CONCRETE /'� OR CONCRETE BLOCK f F+OUNLU CONCRETE Ak. �I 7 1 NALL REQUIRED Canf. OR CONCRETE BLOCK -ALL REOLMRED CASED (Plan) POURED CONCRE7F� SCALE: 1/4' 1' REOLNRED 1 CEN4CRET[ANCHORS / L I-W x - BUILD OUT DISTANCE CEILING & FLOOR MOUNTING - s,=•- - 1RAL7s ) N Xl INSTALLATION - SECTION 13 SCALE: 1/2'- 1' ----- �. - E. O. f.TJGE 061ANCY1/4'4 I", 4'A 4'x.072' -� (SEC SCHEDULE ON a 21'0. C. 310.7-N14 OR 6063-76 ALLOY SHEETS 9"o @ 11) W/JACKNUT ) Con.Alum.ANGLE NOTE FOR COMHINAriON Of'S£ /'+Cr/ON$; -LASE B (PlanAr CASE E (Plan) WAILI-ROOR/CCIIINr WUNONC SECTM-1 CAN B£ SCAM€�fJ/g;�� SCALE: 114" = 1 confBrNEO N 01Y w+r TO surr AW1NsruLAlroN A Tl END CLOSURES DETAILS ,.,gyp, ✓ ,,� :'Li�iE/ASF •• L FLORIDA BUILDING CODE (Non High VeIOClty Hurricane Zone) CM171erEC0,me 0.050" BERTHA ALUMINUM STORM PANEL 0.44167 �. (2.00" DEEP) waNN BY.- EASTERN rEASTERN METAL SUPPLY, INCVA M- //f� V rl I'E•,. 1 A 4266 MEST ROADS ORM •',~i�••• P•:•C� tiLLIT TESTING a ENGINEERNO COMPANY /EST PALM(iGL'H,fl,.3N07 r u»e r+..lav�.::-sr..m.WWnq aworNa,n.nvae PHONL:(561)209-8263,F",(561)041-17Jfi 17-097 1•••.Q. alwn.:(]OSMTF.W-D�OOer7s9 aeyeTN-+v1 ooNAr,s an •esnw DAINWG No S��•"L WALTER A TILR b,•P E e 6 i3 M R I RoluD.4 lie.41767 SHECT B Or A MA 7 UM A.S.D. DESIGN PRESSURE RATING (j.s.f) AND CORRESPONDING ALA_ /tnt/AeyCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUC7CrnFs NAI 1e,1Re.v Awxxr mAar:lOQ F 9.J In•.. Alflcrt 1° �_ asr1l .OnAN Nr+1a*rt•sPAc1c FM r.D.J 1ry'•• AIN,c�e,[ro A/IRa1.K A[R1I.R iMN]Me 50!10£CI £0.1ACLW i4en1WRS > 1X16 INtf /W vAvfl 'l'£ A[gAA1 rRNnro SIX.O SFI SC.GPfd AVAIWR3 PMWT.IIF 11eG M11`.t(P.TI ro CO>ARf+I ro y£Sppl p CGvt6fl[ t0 11!9]X. 10 CONdIn[ W MSE"W/ 10 Cn.CPErf ro 1,leC•Rv 1R CONlXL2 )O 114:CYa% �� 1ACth 1'(a.) Alm(P•JJ ro�'A[1T N 1u£Ouar 1L !O 1ns9Ner 1D GllN°ELfC ,p 1lafvsi r0 6Y[FaT[b NASpMJ 10 Gnp,R ro ?11W.1 Aw 0.11YN,/D PM6L tarty 1'(n.) 12" NI 12' NIA 12" N/A 12' M/A 12' N/A 1(YOP) 12" N% 12" NIA 12" NIA 12 N/ 12' NIA I(IOP) ,Y 11' 12" 12' 12' I2' ,2' 12• 12• 12• 1(WTTOV) 12' r 12' 12' 12' 12" 12' 12' 12 p• 1(W110.) 1I" N/A 12" N/A 12' NIA 12' MIA 12' NIA 2(IOP) 12' N/A 12• N/A 12' N/A 12' WA 12' A(A P(TCW) D' 9' 9" 9' 9' 9' 9' 9' 9' 2 1✓`•T10.) 9' 9' S. 9' D' 9' 9" 9' D• 2(WIUM) 9' NIA 9' N/A 9' N/A 9' MIA 9" N/ 3e(TOP) 9' MIA 9" MIA D' NIA 9' NIA 9' N/A N(NM) 9' 9• 9' 9' 9- 9' 9- 9- 9" 9- 3(80770.) 9' 9' 9' 9' 9' D' 9' 9' 9" 9' 3(W170.) 12" II' 12' 12' r2' ]2' 12' 12" 12' 12" 1(TOP) ,2' 7' 12" 72" 12' 12" 12" 12' 12' 12' a(OP) I2' 1,, ❑' 12' 12' J2" .'2" 12' 12• 12• 1(8011D.) 12' r 12" 12" 12" ,2" 12' 12' 12" 12' 1(WTTOv) 9" MIA 9" N/A 9' N/A 9- NIA 9' N/ SA(rOP) 9" N/A 9- N/A 9" N/ 9" N/A 9' N/A 59(W) 12' MIA 17' N/A 12' NIA 12' N/A MIA VA S(Darto.) 9' N/A II' MIA 12' N/A 12' NIA N/A N/ 3(WrrO.) 12' MIA 12' N/A 12' N/A 12' MIA N/A NIA 6(70W) 9' NIA ,1 1/7 N/A 12" N/ IV N/A w/A MIA 0 (m°) 1/0.0, -100 12' N/A 12' N/A 12' N/A 12 NIA N/A N/A 6(8070.) 8'-0' +10.0, -10.0 D• .N/ I)• NIA 02' AI 12" M% .% N/A 6(Wrt ) >9'-0' OR OR OR !!P IO :ESS 12" N/A 11' / j 12' N/A :2' / N/A N/A )(TDP) LESS LPSS 9' N/A / Iz' NIA 12' 11A 11A 11A 7 12' N/A 12" N/A 12• NIA 12' MA N/A NIA 7(WMT 0.) D' NA/A NIA 12" N/A %A T1' IT' IY 12• 12' 12• 12• 2' a(TOP) M/ IA/A 12"• 12+ I]+ 11'• 12+ 12+ 2+ 12'• a(100)• NI N/A 12" 12' 12' 12" 12' I2' 12" i2' a(Wrrom) N/A WA 12+ 12+ 12+ 12+ 17+ 12+ 12'• 12"• 9(wum)• N/ N/A 12" I2" 2' 121 12. 12• 12' 12' 9(TOP) NIA N/A /2'• 12"• 17'• r2"• I2'• r7'' 12•• 12'• 9(TOP). 12' II' 12" 12' 11' 12' 12" 1T' i2• 12' 9(807!0.) 11• r 12' 12' 12" 12' 12' 12' 12• 12' 9(WrTO.) 12' NIA 12" NIA 12' IIA 12' NIA NIA N/ 10(RW) D• MIA it 1/2" IIIA 12' N/A ]1" N/A MI I 10 ROP) 6' F(/A 6' NIA 6• N/A 6' N/A M/A NIA ]0(Bono.) 6• NIA S. NIA 6• MI 6" NIA M/A• WA 10(so R ) ___...._....._..__ _..___....__...........__.......-_. _ _ I 9" NIA IIA(7A°) .9�.. N/A ...9' MIA 9• N/A 9" N/A 9' N/A 9' N/A 9' MIA 8' N/A 9' 9' 9" 9' 9' 9' Y" 9' 9' 9' t 1 MGM.) 9' 9' 9' 9' P. 9" 9" 9' 9' 9' 1,(sorrow) 6' NIA 6' NIA 6' NIA 6' N/A 6" NIA 13(Top) 6" N/A 6' MIA 6' N/A 6- NIA 6" NIA rJ(yOP) 6' N% 6- NIA D• MIA 6' N/A M/A N/A 13 mormw) 6' N/A 6" NIA e- N/A 6" N/ 6' N% 13(WrTO.) • USC 6'OC FOR PANEL LENGTHS LAMER THAN 10'-0'AND USE 12"OC AS SNOW ON SCHFOULF FOR PANELS UNCTHS FOWL OR SNORTFR TWN)0'-0 ..1uX1.U.ANCHOR SPACAGS ARE PALO FOR J I/2'EDGE DISTANCE FOR E.0,LESS MW J 112* !A/(ch}'H£j[�(,[{(1 RFOUCE ANCHOR SFWJAG BY.(RNPEYNG SPACING SHOWN ON SCHFDULF BY INC FOLLOWING FACrORS (MOTE 16".F.D FAR-MOSFr ANCHORS IS J� IF" FOR TMS OPERATION FO K POSSIBLE,IPfDECED SPACNC OBrANED Ib1NG FACTOR SHALL NOT BE ANCHOR TYPE ANCMGR LESS ITEW I6NIINEW SAAICRI:r0rATED FOR EACH ANCMUN rYPF Al ANCWORS LEGEND. SPArm-6 FACTOR TAPCON(REG"09 SO)RWE1.w7E OR PANEI.Wrt IYAS J" E. D. " EDGE DISTANCE ACTUAL E.D 7APCON(REo") SO. FAFCON,AVAU rE OR PANCL.47E AAS S"SET 50.0 SFT 3' % 7J 2 1/2' - .71 ,SO )IeEF/Jt//!•T1�/ArF� �NC`NSF '9 = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. ����7 C20177x7ECO.mc. 0.050" BERTHA ALUMINUM STORM PANEL Lc. * (2.00" DEEP) oR1-71 WM er. /1t EASTERN METAL SUPPLY, INC 4o ' E C O INC. 1268 WEST ROADS DRAC _.•_•n�NC ,tAT Io�>��+�•,y "WT TESTING l ENGINEERING COMPANrWEST PAN BFAp(FL J3b7 17-097 ��-��Y IIID(➢��1 F' 6+1 rA ".leu.k,k..fib.MK.M OMG[NY R A�•s PWAE(.761)209--0I6J.FAY(361)011-171e S�01vL`',G ER-00069(fi6Nn-t+ ev< DPAWNG NP oaPW,v eeuReo WALTERA PIiJT J,,,P.E. 619 Is-R.6 /N%1 yi�fl Or 1Y l LORIA1 I 4A16T 9 MA371!!1L n AD DESIGN P !)SF. RATING [R.s f) AW CORRESP0,Nphya AAYW71I enrr�OR SPACING SCHFDUI F FOR DNSTA!/ATIONS IN CONCR T AND CONCRETE BLOCK STR 7RRS A�)lat.� watA,v ww aas srAcnc rpt c a-)r/a'. sY i wvtnw A� wrrlr wwtxs srntc ruo c a.3 rte•. .wxrrAa<ro t'KST1P£ Afr,MAA r4�ttM SYI,V£ET SGr,4CW )1)1E1111R5 I' ✓u1f TY) LTMM)90w lfAtM 2'(II.) l^@SSINE AEBAAA YAI'Cp)5 N1 JET SG]MC'aV PA'l1JNR5 PNA4alC t1elT 1K'rAYs/t ItAlAxa1 RNt:I RA1w'(A'`1J i0 Lxl•.cs'n' m it.Sawr ro Cnwwr)r m ttw4r m ctxanE ro uas'dwr ro taraert' m IwYaai m cn2crr m rwawr a MOe B")'^G(n�.l.) m c )E ro Nuwvr' m ctvpen m m an[xf'2 ro rauMw m cptBFrr to r 5pnr m ttrsle'Yc m wttwF p' I �1'M'1 12" NIA 12- NIA r2- NIA 12' N/A N/A NIA 1(w) 11" N/A I]' NIA lt" WA W WA 11' IA t(I0+) 12' Y u' '2' r2" 12' v' 12' 12" n• 1(RDrram) 11' �- rr' n' Ir n• r n• >• 1(wnON) 11- NIA 12' WA 12- NIA 12- NIA 12" NIA 2(TOP) ll' NIA r]• NIAWA NIA 1/" WA ?(lt7P) (HOTTDJ) B' l- 9• 9- 9)' 9' 9' 7" 9' >' T(00rTOY) 9' NIA 9' NIA 9' NIA 9• N/A 9' WA JA(w) 9" NIA 9• NIA 9• NIA 9' N/A g' NIA Y(Y(.W) 9' 7' 9' 9" 9" 9' 9' 9' 9' 9" !(BOr/0N) 6" '" 9' g• 9• 9• 7- 9" 7- J(BOr1DN) 17" 7• rr u' u" rT' rY i2' 12' 12 *(TOP) W i1' 1r' rr !1' Y n' 7' 12' 7' 12' )2' 1?- iz' 12- 12- 12' 12- s(90170N) n' A' n' r1' r1' il" 11' )• n• r '(Sonom) 9" N/A 9' NIA 9' N/A 9' NIA 9' N/A S.(21F') 8' WA p' NIA 9' N/A 9' WA 9' NIA S'(w) 10' WA 11' WA IT' NIA t2' WA NIA NIA 3 (RGnDNI s- e' 7- NIA 9' WA B' NIA NIA WA 3(BorroNJ 10' NIA 12" IA 02• NIA I2" NIA NIA N/A 6(rat) 9" HA 10' NIA 11' WA 11' N/A N/A N/A 6(>OP) 40.0.-400 10' NIA IT" MI 12" NIA 12' NIA NIA N/A 6(BOnoN) 6.-0- '60.0. -60.0 B' NJ' Up to OR W 70 /A WA 9' N/ B' NIA N/A N/A 6(BOTrW� 9 ' 800. -60.0 10' WA 12' WA I2NIA /2' / N/ NIA 7(TCW) LESS W0.0.-90.0 5' NIA 1 N/A J12* N/A B' N/A N% N/A )(rOP) LtR )0' WA /1" WA 12' NIA fF' N/A NI NIA 7(80rID1r) 5" N/A l" NIA N/A B' N% N/A WA ](eOrION) N/A N/A 11' 11" I?" 12- ;T' 12' IT- B crop) H% M/A 12" 1. 12' 12' 6' IT' 5' B(1OP) N/A NI 12' IT' 12' IT" 12' t?' rT" 12" 6(30177CN) WA N/A IT' 12� IT' r2' 6' IT" 6' B(BOTTOM) N/A WA rT" IT' lI' 1Y 12' W 12' 12' 9(TOP) I NIA 12' IT' 12' 12" 6' 12' 6" 9(TDP) I?' 7- 12' 12" IT' 12' 12" 12' 12' 12" 9(fmnONJ11' ll' 7• I]' 7' 9(H0Tr0N) !0' NIA 12' NIA '2' NIA 12" NIA WA N% 10(MR) 9' WA !0' N/A WA rt' H/A /A N% 10(I1M,1 6' NIA 6' NIA 6' NIA 6' N% WA N/A ;0(BCJ>ON) 6' WA 6" NIA 6• NI 6" NIA H/A N% t0(BOrIGM) 9- 7' WA NIA N/A NIA 9" 7- 9' 7- 11A(T(W) B' '" WA NIA IIA NIA 9' 7' g• 7' 11A(TOpj 9' ;.IA WA WA NIA N/A 9' 7- B" 7- 1 i(Borrom) 6' N/A NIA WA NIA It )- 9' 7- II(LIMN) 6" 6' WA 6NIA 6" NIA WA NIA 13(IOP) 6' N A/ 6N/A B' N/A 6" N/A N/A WA 1.7(ro°) 6" 6' WA 6' N/A 6' NIA NI NIA IS(sorrON) 6' WA 12` N% 6' WA 6- NIA %A NIA 13(bT)nONf ANf�NQF.�..LEGLyQ ..) I"ANCHOR SPACINGS ARE VAUD rOR 3 1/2-EDGE 01SUNCE FOR FO.LESS THAN 3 1/2" Nin. REMCE ANCHOR SPACJN6 BY NU41/PLYING SPACING SHOWN ON SCHFOUIE BY WE nXtOMV.'6 FACTORS. ANCHOR IWY ANCHOR (NDIE:Lxn.E.D.FOR soLrosE7 A1A;HORs Ls 3 SPACING F01 7N'S OPE Dom r0 RF POSSIBLE,REDUCED SPACING 0H7NA/EO Usvx W700?SHALL Nor BE 'ApCON IF(LIILAR OH S.C.) 'a-re OR PANELJNTE r As 3" LM IRAN NVAWM SPACING INCKIIED rOR EACH ANCHOR WE Ar ANChoms LEO'ETAJ. FACTOR SOLID SET ACi(NL E D rAPCON(REOJLAR) S.G. TAPGON,PAAftMA f OR PANEL AIF I)AS SOLO SET .86 75 1 - .30 - �))'e�� 35 - - ��� `' •''�,\iAirA�s'�;-•,�9'` FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ] 02011 161FCO,IW.•. 0.050" BERTHA ALUMINUM STORM PANEL L.c. ` IY0.44167 ? (2.00" DEEP) DRAWN B: EASTERN METAL SUPPLY, INC °'DAIr. -0,,,. 26e wcsr ROADS Dftr /��• F 1� TIWT TESTING 6 ENGINEERING COM/ANT w66r PAW BFACN,n. 33'01 ^ V -•} fj� \"L.,. -AN..yw:,Ss.yy.p6. pNpG't.M1 y)tM PH0.YC(561)209-8763.rA.(y61)84I-1716 17-097 (Jplprr_16A F«:(J06p)1-iflt DRAWING Nt ))fYJ•Nv J;np'-..1.i3':J'' EB-O1106Ttg WALTER A TILLRJr.P.E. p0 rsoa6 RDMDA lie.AAiB] SKEET 10 O6 17 AXrl UM A S.D. DESIGN PRESSURE RATIN- (jja L) Am A RESPONDDY- MAXZVUM ANCHOR SPACING SCHEDEFLE F10R Nom' r LATIONS LN CONCREZE AND CONCRETE &OCK S rRrrrrrrR)e1 Y1+114.1 AM?1PT5'SPACYG SCR 6 B-"12 • AA➢1A:Afl[ro MTNN uuruTA1 A•crues yPA]>re FOA E p-!1/2'.. AYr 69116rwrAvl 16Nim 1'(n.) AnassMl.x AEctfv 7A.ca16 9LtD n scuwrow Raatwres MbE1wrE ras MIA.0AYONM bl•Cb5 561.0 1E! is MKT1N lNN.IANitS -4 11eLT YCIM11f/♦ 1NfuIN MrA< M1M(p•1. g[WMN.A Ikw LM6M TP m(riA:lwl[m SaW/ m(YJIO.FIC m N.S(M-r ro LU14111TC m NA9o-.rr m L(MA'ACIE m NAxnvf m Oh.Qfl[ m 1faaw. p e1o1 1 .p t. ir W Nai W cw[wFfC W•a pwr W CONcw/R ro IMMMT• m KwOQT m•Nnrpr' m IXMGKTC ro r�iGnwr6•RfN 1]' N/A 12" W 12' W 12' NIA 12" NIA I(IOP) 6 1/7' N/A 9' N/A B' N/A 9' N% 9• W i(rop) 12" 1 t/]' 12' 12" 17' 11' 12' a 1/2' 12' 8 1/2' 1(sono/) 9' 7' 9' 9' 9' 9• 9' 7' o' 7' r Worm.) 12' N/A 12' N/A 12' N/A 12' N/A 12' N/A 2(TOW) 9• NIA 9' N A 9• NIA 9' N A / / / / 9' N/A 2(ToW) p• 1 I/J' 9' 9' 9' 9' 9' 8 1/2' p• 8 1/2' 2(Boal) 9" 1' 9' 9' 9' p' 9' 7' 9' 9' 1(ev aw) R, N/A 9' WA 9' N/A 9" N/A 9' N/A JA(IOP) 8' N/A 9' N/A 9' /(/A 9' NIA/ 9' NIA I N(TOP) 9' 9' 9' 9' 9' 8 I/2" 9' B 1/2' J avow) 9' 1' 9" 9" 9" 9" 9' 7' B• 9' !(sorrav) 12" 1 1/2" 72' 11' 17" 12' 12" B 112" 12' a 1/Y 1 qW) 9' l' 9' 9' 9' 9' 9' 7' 9' 7' 1(rap) 12' 1 1/2 12' 12' 12' 12' 12' 6 7/1' 12' 8 1/2' 1(borrow) 9" Y 9' 1" 9' p• 9' r' 9' 7' 1(sorrow) 9' N/A 9' W 9' N/A 9' N% 9' N/A 54(lOp) s" N/A 9" NIA 9' I A' NIA 9" NIA SA(IOP) 6 r/2' NIA 1 1/2' N/A 6' N/A 7 1/2• NI N/A W 5(so"M) 5' N/A 6" N/A 1. N/A 7' N/A N/A NIA 9(so ow) 9' NIA 9 I/1" NIA 10" N/A 9 1/2' W NIA N/A 6(r01) Y NIA e' NIA 10' N/A e' N/A N/A N/A 6(top) ♦M0.-M.0 6 1I2" W 7 1/2' W 6' NIA 7 1/2' N/A N/A NIA 6(Bono.) UP 10 •90°,-M.O 5' NI 6' N/A 7' N/A 7' N/A N/A N/A 6(807TOII) • OR 600.-60.0 6' NIA 6 1/2' NIA 7' N/A 6 1/2' N/A N/A N% pzr'-) 12-6' 0.'X6 5' NIA 6" NIA 7" NIA 7' NIA N/A N/A 7(w) LE55 6' NIA 6 1/2" NIA %• NIA 6 1/2' NIA NIA NIA 5• N% 6' %A Y N/A )' N% N/A N/A 7(s01TOw) N/A N/A i1' 12'• 1I" I]'• 11'• 6'• 11'• 6"• N/A NIA 72' 6' 12" 6' 12' 6' 12' 6' 6(IOP) N/A NIA 12'• 12'• 12'• 12'• 1Y• 6'• '2'. 6' N/A NIA 12' 6" I2' 6" 12" 6' 12' 6' 6 monaw) NIA M/A 12' 12'• 12•• 12' 12' 6'• W• 6" W N/A 11' 6' 12' 6' 12' 6' 12" 6' 9(m,,) 12' 12' 12' 12" 12' 6 1/2' 12' 8 1/2' 9' 7' 9' 9• 9' ➢' 9' Y 9' 7" 9(BlIRW) 9• NIA 9 I/2' N/A 10' W 9 1/2" %1/A N/A N/A 'o(loe) Y NIA 8' N/A 10' NIA 6' NIA N/A NIA ]o(w) 6' NIA 6 NIA 6' NIA 6' NIA %A N/A 10(Dorm) 5' N/A 6' N/A 6• NI 6' N/A NIA N/A 10(M]r;z%u) p• 1 1/2' NIA N/A I %A NIA 9" 1 1/2' 9' I II2• 11A(TOW) 5• 1' N% NIA NIA NIA 7' Y 7' J' IIA(ro') 9• 1". N/A N/A N/A NIA 9' 1 1/2' 9' I r/1" It(Bor1OM) 9' NIA N/=11,1;A 7• 7' 7" 11(Borrow) 6 NIA 6' N/A B' N/A 6' NIA N/A NIA IJ/TOP) 6' N/A 6" NIA 6' N/A N/A NIA 13(IDP) 6• NIA a- N/A 6' NIA B NIA N/A NIA 13(817711M) 5 NIA •LASE 6'OC FOR PANEL 117AWTS LARGER THAN I0'-0'AND USE 12"AS SN01YN ON SCHrDW FOR PANELS LENGTHS EOLML.OR 5NDRYM DLW 10.-0" ANft%9B5_a Fv.rRJo ..MAXIYUW ANCM]R SPACNIGS ARE V&O FOR J I/2'LCE OISIAACEE.FDR EO.LESS 7NAN J 1/2; _•••• N"' REDUCE ANCNVR SPA CPC BY wMMYOAS SPA.^LNG SHORN ON SCNEDUIf 9r AIF FIXIORAG FACTORS. ANCHOR TYPE MOP40R (NOTE:Mir [D.fOR SOUDSET ANCHORS S J SPACMC FOR in* O9IFMAW iD BC l'OSSIBLL O SPKG °BLAMED USING FKrOR W, AVT BE rAPCQv(pfGOA,1A OR S.G.)PA%1E1,W rE OR PANEkMAtE NAS L' 1F15 ANN MERMIAI SpRCA9G M4BC.6/ED FOR FACN ANE'hDR i1TrE AL ANCIlORS LLDCNO. E. D. EDGE DISTANCE FKIOR SIX 4)SR !' KTINL E 0 TAACON(Ric,") S.C. UPCON•PAAa AIE OR MMELEM7E GMS 501X)SET .75 2 1/2' i7 .35 SF '� FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) ` No.4416702017 TXTEVO,MC. 0.050" BERTHA ALUMINUM STORM PANEL L.c. (2.00" DEEP) DRAWN Br 9 TL L E EASTERN METAL SUPPLY, INC °'/1217 42M*LST RaWS DBYF TIWT TESTING! ENGINEERINO COMP— UfSr R1Lw 6'EVM.FL lJIO7 JE.,V` aas Nom.vro.fl�w. wlmw.uwa n vIw PNoNc(s6 r)209-e2eJ,FAx•(xrb11-17x6 17-097 Ix A l�I DRAWING NR EB-0006719 .... RAETLR A TIUIT y.,P.E MD rf..o s �1 SHEET 11 OF 1] FLORIDA U.."167 W/1 1/2',vm. -- — I/.^/IAPCDNS - _.._ 1/I"I UPCONS .. 1/I'I rAPCONS ---------\ INIVADED PENCIRADON WIT 1/2"MPT. W/7 I/2'Mw. ]W111 A11/E1'ANN. 70 EX/'WG'�D I INREAOED PENE7WTXW \ � THREADED PENETRARON 4=z. TO EMTWG WOOD --&EXISTING N WOOO/7CN NFAOCR (SEF SCNE12J�O) --_ .---.; �r1 (.SEE SC1KWaf) r .__ HEADER(SEE SLMEOULUHEADER.(SEE SCHEDULE) - 'r.123' Cont. I; WOOD HEADERW000 NFAIR WOW HEADER V RECUMEO PZWWD I REO(RNED I'Mh.SLASS 70N ...L-._.... ._ -_ TO 1 r M1Ix,. OPTION tf--- - ...... .-_.._...._1 \I 1,L SEPAR4nON © i N 1-TO GLASS 70 CUSS J ALTERNATIVE 3A 1. /-20 r J/1'I Z ' SS BOLTS W//7/O%r r 1/I'I TAPCONS o J/32'WwC Nt/T O W } f2' THREADED PfT'E7W1TION try (4 lO EAT5I6VG WOOD 1,y �--TO GLASS i \ HEADER.(SEE SPIEVULE) C-t. 1 RFOi.am� _-~ (OPEN POSRp1I i) 1 III'I TAPGONS h W r 1 2-Mn. 7HRE40ED 1 2 7 1. / / Of PLATE.(•MJV*SCMEDrH UL - _'_-�� OF PUTS.(SEE SCHEDULE) I f Sc' -_- MOOD HEADER W+ REOLAImm ggpp W 1 1.aaD"; CRY ..___- I�� i r ' ..-7/B'.J/,u'Ww0 Nur e =,. R —�cen1. _,•�a�l�" ALTERNAT/VE 3A � - Fw STUD SL'Rflt'S TAPCONS W/1 1/1"Min. III'I TAPOONS THREADED PLNEm'4N W/I 1/1'MA. THREADED O MIDWIDM OF PLATE. PNEM417ON O AIOWYDM 1'Min.SEPARATION (SEE SCHEOULL) OF PUTT(SEE SCAUME) f' n. CUSS _Z SECTION®ANCHOR I/1's-20 r 3/s' .(2- v crAR ' /�COUN.•:,ir ALTERNATIVE 2 S ,�W/�,jo'_ a - 1(y +, _, - -- — —� y P"q j 1.AIN, LL�2 5G1(E 1/2-= 1- 17"a C. IM OaA�� S Cont. ( SECPON B STUD W ALTERNATIVE 4 ; O 11'O.C SCALE: 1/2'= I' ' �'^✓'.+�' W 1.11.5 NOT£FOR CON&NATXN!OF SFCl10NS: ii'II TAPL'ONS INRUDED ♦ �j,rn`�RJ4�,. '�.v` 11 1 -�_ /MIF:SNAP CAP I® V�y •••• PEH[7RA7WN O NR)W107N REMAIN CLo_ AT NCW fY�A�E 1:T1. WALL AOUNTNG SECTIONS CAN 8E .. OF PATE.(SEE SCHMI E) HURRX:ANE COM)YIDN5 COMMED w ANY WAY TO SUIT ANY NSrALLA77M. ALTERNATIVE 3 UILDING CODE (Non High VWlocI �urrloone zona) su(e, 1/2". r^ Xm+7 TXIEtO. AC 0.050" BERTHA ALUMINUM STORM PANEL Lc. NOTES: (2.00" DEEP) awWH or. S£CDON®STUD 1. INSTALLATIONS ARE ONLY VALV FOR MAX.A.S.D. DES"PRESSURE KAHN, 07/26/17 ALTERNATIVE 1 AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 � EASTERN METAL SUPPLY, INC ATE.. ?.SEE ANCHOR SCHEDULE ON MEETS 16 3 17- s1aB ILESi ROADS'DYnYE SCALE. 1/2'"' 1' TILUT TESTING A,ENGINEERING COMPANY 1{Y57 PALM SUCH iL.XW07 eMA i r,Te,n.L• E,r.bA,rvRr�A.R,OIS,n..UiA1 M40W(SAI"-a26J.FAK(561 11-1716 17-097 J.FOR NEW W(X10 FRAME CONsrRVCTXNL•WOOD MFMBERS TO BE SOUTHERN : <1WIAT,-,AA, e�A" Ma PNE No. 2. W/spcc#C DENSITY OF ass OR EQUAL. EB-0006719 r.n one ter.„ Aoano WALTER A.TILER Jr.,P.E nn uoM I SNEC7 12 Oi IT -..-._-_._ Lie.M167 I 1/4'0 TAPCONS WOW TRUSSES OR RATTER..._.\ WOOD TRUSSES OR A6AFTER !—W/1 7/2'A6n, THREADED •?4'(A C REOf11R£0 1` O 24'0.C.krotoRED / PENETRATION 70 r"STING _ WOOD NEWR.(SEE SCHEDULE) I— -�...._ i ------- -co __"-- �- - -- UR w iJ MGn. 6063-/6 ' . 'f/s•r r J/s'wS _—� TEK s te•i t ; r/sY r 3/4• >' aw/oVILDEXG >b RW :TEx SLYR ' EACH JUST1.31 K0 HLAOER O.C. ; O 6.O.0 AOGAiWFTCRNEY-000f . I REQUIRED j I exis"NO WOOD 8 Conf. I MEMBER(?-Alm I ; h ` � I NOWINLL WOTN) I/{•I-20 r WOOD HEADER, kinami TGG' t , W/2• . s/4'SS rs - i REOU7RFp A 72n f'Mil. SEPARAI MI h THREADED W/7/e•s J/s?' -` ; 70 GLASS I ' i t PCNL7RA710N NAV(.NUT e I � I yi 0 t?•0,C. ALTERNATIVESA SCALE:7 ALTERN � ALTERNAT/VE 6A S /�?'` I' SCU.E: 1/2'. 1• _...._ _ (LIMITED TO +60.0, -66.0 p.s.T. DESIGN LOAD (LIMITED TO +60.0, -66.0 p.s.L DESIGN LOAD W <- AND UP TO 9'-0"Max. PANEL LENGTH) )/4'•TAPCOBS E AND UP TO 9'-0-Max PANEL LENGTH) - W/i 1/2'MIN 'a'(7 -. ---r-- -- 5� �SEPAIMrxw TO GLASS t� 1 i -7NREADED PENETWON 3 I 4 TO Exis7wo Atm k ' i i ,I HLIDER.(SEF RdS :_."®CenE ULE) " � •SCNI • 7/8' SEPARATION SfMRATpN 2 TO GLASS TO CASS EVERY STUD. . 1 I mm WE 0 -20 Sk :- G' 9 s t?•D.C 'Ss BOLTS Cont. W/7/8'.J/J2' \ _ W 7 X 6 MOWEOi p; 2 xxx6 WO l O.G • WOOD NDAM ' DECK R •D.-, I i _._. REOfIePEO i ; .... / 7 OP11ON 17 _.-- ._ ..-.� - •, _.. 7/4 • Etco rANE! ALTERNATIVE 5A i '' - .._ -' MUSS OR SG. TAPCON9 W/2'ANN INREADEO .... , -. _. PENETR WN O NIC.OrH �7 OF P1ATE.TYPICAL TOP h s 1/41e DAPCONS I BOTTOM 1,4•.TAPCONS ALTERNATIVE 8 3 W/17/Y'NF W/1 1/2'MM. PH LAOED PENETRARON SCALE: 1/?'- I' t }/ THREADED PENT:"IRAIION I��\�l-� '•f!��.i. T ($EE SCHEDULE) (SEE scurauL£) ALTERNAT/VE 6 ALTERNATIVE 7 1JU It �CEMS� ':✓� 7/8' J/J2' E IL1�• SCALE. 1/2•. 4 WAVG NUI'O ; �•. ^ ' EVERY s1?-a C G O NOTES: Fx� DEC 6 EQ t, t.MSTAtiA7KMJ5 AELF ONLY YAGLO FOR MAX.A.S.D. DESIGN PRESSURE Rl7INC, NOTE FOR COMBINAMW OF SECTIONS •• I ) D_Gx REQ t,- AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS N07FD) R 2. SEE ANCHOR SCHEDULE ON SHEET 16 Q 17. W,V.L/FLOOR/C£iL1NG MOUN7RIG SfC17ONS CAN of •�ss ••e•N•'••'•��C�'E�,1I COMBINED IN ANY WAY TO SUIT ANY INSTNtAT70N -'".�•%1T�,,•�Tr' -- 1 FOR NEW WOOD FRAME CONSTRUC77ON: MOOD MEMBERS TO BE SOUTHERN •..,,1L�•,.r'' PINE Nk,1. W/SPf'anC DENSITY OF 035 OR EOLUL. FLORIDA BUILDING CODE (Non High Velocity Hurricon• Zone) 07017 Tr7=0,,RA:. 0.050" BERTHA ALUMINUM STORM PANEL L0. ' 2.00" DEEP WAWW Br /t/4Y TAPEEaa ( ) W/1 1/2 ,wN. EASTERN METAL SUPPLY, INC 07VAIV A/REAOEp PEHETRA7bH 1 L ET—G O a>�' (�SCNEDIAE) 4268-E'S7 ROWS L6RAi ALTERNAT/VE 5 TnuT TESTING!ENGINEERING COWPANY � sr A11M BEICN,R.!3107 wa n.+.aN.a.,m wL won-aNm67Is,n a>,64 P iaW (360"-8763,I"-(MI)S41-016 17-097 oe.r (]p w-r670.Im:(.7067611-r63r 6Iw Dart ao�ls 01WWMIG NO SLUE: 1/2'- I' EH-OWS719 WALTER 1 TILLIT.r.,P.E. Gro 1.6-60 /syr ROPoOA Lie.44167 SMR7 7J W IT 1 4"A LONG£LCO WOOD TRUSSES OR RAFTER _ / O 24'0. C. Rf0U1RED PANEL MATES OR SG. —� TAPCONS W/2'Min. ---- -'- - �THREADED PENETRATION / TO EXISTING WOOD ---- HEADER. (SEE SCHEDULE) — ....._..............7 =--.500" ___ 09=• __: 7/6! x 3/32 3 Min. (6063--T6)O ---- WING NUTS O 12"0.C. -� — j Alum. TUBE W/ - ! (3) (� 1- I : 7/4 I x J/f' LAC SCREWS TO LJ LJ i ITW/BUILOFX I EACH JO15T. N T£K SCREW$ I LOCATE SCREW WOOD HfAO£R; O 6'O.C. I 4 Cant AT MIDWIDTH OF EXISTING WOOD REQUIRED ' MEMBER (2'Min. NOMINAL WIDTH) ~ W/1'Min. THKADED s�wR TO(LASS PENE7R4TIO NCV v TO GLASS i W I W � r 7/8"o J/J2' AL TERNA TI VE 1 OA I r TYING NUT O SCALE : 1/2"= 1' W EVERY S1U0 (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD = NOTES: AND UP TO 9'-0"Max. PANEL LENGTH) >i Z I. INSTALLATIONS ARE ONLY VALID FOR MAX A.S.D. DESIGN PRESSURE RATING It PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. S££ANCHOR SCHEDULE ON SHEET 16 B( 17. I a 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 7/8ax 3/31SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. WING NUT O EVERY STUD 7x4 O 12'0. C. NOTE FOR COMBINATION OF SECTIONST(2 Q/ -- Cont. i "�D DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN B£ `` ' c-..._' REQUIRED ,(NO FINISH COMBINED !N ANY WqY TO SU/T ANY fNSTALIATto/CLIN. •-- ALLOWED)M/N. 1ISI 11 Cont.T/f'0 7APCONS W/THREADED PENETRATION '--- --• 1 Q '•�:.....,.•' G�. O ARDWIDTH OF PLATE. --- SStON A`E�•' (SEE SCHEDULE) xrrA/`T••11II,,,' 1/4's TAPCONS FLORIDA BUILDING CODE (Non Nigh Velocity Hurrlcone Zone) AL TERNAT/VE 9 W/ 1 1/1 Min. C201J r¢mn((NC. 0.050" BERTHA ALUMINUM STORM PANEL c. AL TERNAT/VE l0 1HRFADEO PENETRg170N SCALE: 1/2'= 1" (Sf£SCHEDULE) (2.00" DEEP) op".#r SCALE 1%1" � I" MILT G O twc. EASTERN METAL SUPPLY, INC w E. INSTALLATION DETAILS ON EXISTING WOOD BUILD/NGS "�'�`"D5.4J4 TICCIT TESTING tr ENGINEERING COMPANY IK42 PNY 6EACH, DRACOJ --11....x a a,ow aumoa.n. PHONe C561)2ov-e2e.T.Far(561)#41-1716 17-097 P.o-r (]Obn]�.1Sb Ia. (mllrl-.5]L NR lNUln]2 NO rR-Goo6Jl,•r WATER A .nun�.. P.E. m na.1 Aln rLOwOia I. sae] sNEET a or n 1 718"Ash. EXISTING I Min. 2-• EXISTING Bpr-xr tl4-"-ELCO MOft PANEWATE ORICK VVENER 11410NO*ELCO Mate AWELMATC PENETRATION r ANS ANCHORS OR 1/11 TA-CONS TWAS ANCHORS OR 1/I.0 TAPCONS (SEE SCHEDULE). (SEE SCHEDULE) cont. 5 250" 00" 1250--" WOOD 1 II HEADER HEADER REQUIRED REOURED EXISTING L MmEn1wANGLE UNTEL STEEL ANGLE LINIE't pj AS APPLICABLE AS APPLICABLE I" SFFAP4 DON TO GLASS TO GLASS Oprm 11 oprm ALTERNATIVE I fA ALTERNATIVE I I NOTES I. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS N07ED) EXISTING -BRICK SILL 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. 27.4' JFOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN wow PINE No. 2. wl spicinc Dcksiry OF 0.55 OR EQUAL. PLATE AIS APPIAMME I NOrk FOR COMBINAWN OF SECTIONS. WALLIFIOORICEXING AfOUNW "EtONS CAN BE COMB/NFOIN ANY WAY TO SUIT Y INST Q- EXIVING- 2* 41 srum O 16'OC Mo. REOD 'EXISrINC W. 112'PLYWOOD EXISTING 11410,d'ELCO molt PANELAVITE 0-0(rYP)W1 FASIFNM 8R,01 SILL 114-0-20.314'NAS ANCHORS OR 114-0 TAPCON J TO STUDS AS PER S S BOLTS W/718`5, (SEC SCHEDULE)TO EXISTING PLr*VW, SeCRON 2J&4 OF THE JIJ2-wmc MIT FLORIDA BUILDING CODE 0 f2*O.C. ALTERNATIVE I TIQ ./ BUILD—OUT INSTALLATION ............ SCALE. 112- u4s f VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50-0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78,PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f, 14 FOR PANEL LENGTHS GREATEP o.44167 I., t2017 0.050" BERTHA ALUMINUM STORM PANEL Lr THAN 78' UP TO 108' (2.00" DEEP) Dow er. EASTERN METAL SUPPLY, INC LIAM 42M T ROWS DWW INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TIWT TESTWG&ENGINEERING COMPANY 'NONE KCST P"WACK 17-097 0 (581)209-62&%rAt(561)64 am"wx AM FN-0006719 A� ' '' P E SHM 14A Of 17 FLO.DA Y-1�7 --� 1/4'r rwmw W/ 1/2'MW. "MACCD r., AoyfmrvN r0 Exsnw ,,.. (E NE.tOFR ^B1/X I w%N(/S/!WASHER SEE SCNEDU(E) - O 12'0.G 7/8' J/J1' O 12'O.C. 4 �r 7 CO WOOD HEADER a REOUIRED I —1•Min.SE.PAR47ION ..._f___..-... _. _. I IO GUSs - 1-Min.5E"PAR0LW _. ... /^, ...... , TO GLASS ! _ 114-0-20 is.80115 W/ J/JT"WWI*NUi O 7M/fNC NU/O _ 17'O. C. 12'0. C. --- a O � 8 2 x 6 WOOD ._ 2""WOOD_ 1• -DECK REO'D. I I PG11E REOTJ ... urn. . 1 _O --' .... _. ....._ -� rSC TAPCONS GR 11410 PANEL MA FES ®OR®FULL CnM. �_- THREADED PENE7 APON 70 -114-0 7APCONS P(YWrCD. (.SEE SCHMULE) w/1 I/2'MM FXSrWG)din. 1/1"PLYWOOD PMWAOEV PENE71 4MN REO'0(7YPJ W/FASTENING (SEE schrmw r0 STUDS AS PER SECTION 2J04 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2'- I' ALTERNATIVE 14 NDTEs SCALE: 1/2'" r- 1. WSrALLA17ONS ARE ONLY VALID FOR MAX. ALSO. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f, FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE DN SHEET 15 & I7. THAN 78"1I�/jyitpgjy8" J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN IIIA P 0. PINE No. 2. W/SPECrF7C DENSITY of D.55 OR EoUAL. III+ ...... e� E v No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE EDa cOMB ArroN of secraNs: ;*i * * e2on 7Rrm'WC. 0.050'• BERTHA ALUMINUM STORY PANEL L.C. WAIL MOUN7MG SECTIONS CAN BE —3Tr4 (2.00" DEEP) mom 6Y: COMBINED W ANY WAY TO SUIT ANY IASTAUAT10N _ • .... 07/Ya/17 ,.. EASTERN IdETAI SUPPLY, INC DUE 40 NEST ROADS new NA� T T TEETWO e[ENGWEEWNO COMPANY A'E57 PA SEACN.OL 1 7W7 em.a 1w.r.ar.az..waw cNmnls,n orae PTKYf:(s6!)zav-e76x EAI:(9erfN1-171e 17-097 ,• •• Pa"N:YeaY+n-Isis re. (wsp>r-�sai N><►rsr aver DRAms NO CH-OOOe7t9 NAUER A IfLUT Jr.,P.E. Ova rf-oas >/Ytn N ROieM lie.Aate7 lIILL'I 15 Or t7 MAXIMUM A.S.D. DESIGN PRESSURE RATING (y.s.f.) AND CORRESPOND NC. JfArmum dNCNNnR SPACING SCHE'DMR FOR DYSTALLA77ONS INTO WOOD FRAME BUR nr W o DC9 NOLO rAS1ENFA5 F ro MsxA^� AO00 FA5IMRS A-A,.AE m AS.O lIC4:N A.Sc.1K11GN MNM'TM N000 IASTEN' APPLXA9LL'TO F11r55'48E REGLYAR AN((MRTS{{A IIa.G11lAI PAVEi .AM1aNDESIGN W+WUM—Q. M' RAI,A;(P,.LI SGTMCON pTaNGM t•(R) PNESSNP£ AEG'JLVY SC IAPCON AYr C'GWNewT ' LENOM I (m) GpGGN6 AM6N+1I Iws a•TN:M RA1>.G(P,.IJ 6lhXW512' N/A N/A 11' N/A N/A 1 (TCP) 11' N/A N/A I(TOP) 11' NIA N/As1 12' NIA N/A 1 Dorm" N A12" NIA NIA 12" NIA NIA 1(lop) 12' NIA NIA 2(70P) 9' NIA NIA 2(BOrIOM) 9' WA NIA 2(BOTTOM) 9' NIA NIA 2(BOTTON) 9" NIA I NIA I J4(TOP) 9NIA N (T ) . A/ 31(70F`) g' N/A N/A SA(TOP) 9• NIA N/A 3 W rroM) 9" N/A NIA J(BOT:UM) 9' N/A N/A J(BOTTOM) 17' NIA NIA 4(TOP) 12' NIA NIA 4(TOP) 12• NIA NIA 4(TOP) 12' NIA N/A 4(80T/O-) 17• NIA NIA 4(BOTTOM) 11' NIA NIA 4(BOrroM) 9' NIA NIA 54(TOP) 9" NIA NIA _-A(70P) 9• NIA NIA .SA(TOP) 9• NIA NIA 5(BOTTOM) 5 1/2' NIA NIA 5(BOTTOM) 8' NIA N/A 5(BOrraT) 9" N/A NIA 6(BUTTON) 5 1/2' NIA N/A 6(BOTTOM) 6' N/A NIA 5(80770M) +4ao. -40.0 a I/2' NIA NIA 7(807rOM) 8,-o, 'AOo. -40.0 5 NIA NIA 7(BOTTOM) >8'-0' +400. -40.o 5 112" N/A N/A 7(BOTTOM) 6O� OR OR OR UP TO UP TO LESS NIA 12' 12' 8(TOP) LESS LESS NIA 17' 12' 6(TOP)• 1J"-U'• +60.0. --6o.0 N/A 12' 11' 8(10P) LES$ NIA 12" 12' 8(Bosom N/A 12'• 12"• B(BOrroM) NIA 12" 12' 8(BOTTOM) NIA 12' 12" 9(rOP) NIA 12" 12'• 9(TOP) NA 12' 12' 9(Top) 17' NIA NIA 9(BOrroM) 17' NIA NIA 9 MOTION`) 11 NIA NIA 9 morraw) 6" NIA N/A r0(80TTOM) 5 1/2' NIA NIA to(Bomm) 6' 14IA NIA TO (BOTTOM) 9' NIA 9' 1'A(TOP) 9' NIA 9' IIA(TOP) 9" N/A 9' IIA(TCP) 1' NIA A• 11 (wToM) 4'•• N/A 4'• II (BOTTOM)• I'' N/A/ 4'• I1(BOTTOM) 6' NIA NIA 13(TOP) 6" NIA NIA IJ(roP) 6' N/A NIA 13(Top) 6' NIA NIA IJ(BOTTOM) 5 1/2' NIA NIA IJ(Borrow) 6' NIA NIA JJ(BOTTOM) 4' 4' 4" 11(Borrow) A'•• 1'•• 4'•• 14(BOTTOM)•• 4'• 4' 4' 14(8070M) • USE 6.OC SPACING FOR PANEL LENGrHS LARGER THAN l0'-0'µD USE 12"oC s YALN)ONLY FOR UP TO+500. -60.0 P.rf.MAA AS.D.DESIGN PRESSURE AS SNDAN ON SCHEDULE FOR PANELS LENGRIS EOU44 OR SHORTER rHµ 10'-o' R477W W TH 78'MP, PANEL LENGTHS OR FOR UP TO J50.0, -50.0 p.s.f >.N VALID ONLY FOR UP TO TOB'PANELS LENGTHS MAX.AS.D. DESIGN PRESSURE R477NC WTH 96'Mox. PANEL LENCiHS. ,tflrfll//Ityjfr' EN$' �1 .L FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 02017 MIEco.xr 0.0501' BERTHA ALUMINUM STORM PANEL s.a (2.00" DEEP) DRNNN 8, EASTERN METAL SUPPLY, INC 07/26/1' ,19 Lr 1LTIE O-Nt. arE. 7�I/��fJ �•' 4166 NRS/ROADS ORAE Ir,. TtWT TESTING A ENGINEERING COMPANY REST PALO BEALTI,Fl..]310] • ` �y eau x.N.laN. o-a m.NRf w t N5,n.vtw PHOIIE.(561)109-&M r" (561)BAI-1716 17-097 Gaor:(3D5)s EB'SIN . (Jw)ITt.tSsi 4C.w ,Ns1s ORAIYM1VG NR ........� sNa4 EB-000BI 19 WALTERA,Hurt x..G.E. a9 rson FLORIDA ix.`l/- SNCEI 16 Or 11 MAXWUM A.S.D. DESIGN PRESSURE RATING (p,s.t.) AND CDR_RFSPONDING MAAjAaW An�r.HnR SPACING SCMDUL FOR LMMLLATIONS INTD WOOD FRAME BUILnnVGs M,AVlAI WD IXs,ENERS APPl1CA61p 10 YAA'ARAI sIAmY1Y wmY lASIENr1K AP Lw r° AupO lASTrNERs ARIA.Bf!ro AS0.06a' W� -c.1 -I/! Y•nwrY P n. AppasLLw WrAAAM M4llWRS kIERNUIIES I Q I[IYWW P(a.) AP-m N wE MYLWrtS kIF.MN>MS/< WXNW CMIEI A 'w SD Df.- SGrAPCW ANr ,"E,` l—LOAM 2"lR) 6G IARCOV pp AMI "luarrAIM lLAOM Y'(R.J SGrA1q]N d,. ANr Cf1YB'LYR01.• !lr,ClH T'(R) RAMC(P4U rAPCMS PANOMf1T RAs a MrY WMG(Rx/.) 1NCO.NS AM6INR NAS �lTIr1! W>AW(p.•I) rA9Cp5 OF 1NLTV PMUWrF MS i!' NIA N/A 1 (lop) 12" NIA NIA 1(TOP) 8 1/2• N/A NIA 1 (rOP) 11" NIA N/A 1 (B017OM) 12' N/A NIA I(BOTTOM) 9' N/A NIA 1(BOTTOM) 1l" NIA -.._N/A. 2(rap) TI" N/A N/A 2(10P) 9" N/A VA 2(rOP) 9• NIA NIA 2(90MW) 12' NIA NIA 2(BOTTOM) 9• NIA N/A 2(90R)M) 9' NIA N/A 3A(70P) 412- NIA N/A J4(TOP) e' NIA NIA N(w) 9NIA NIA 3(gpnpM) NIA NIA J(BOTTOM) 9" NIA N/A 3(BOrrOM) !I" N/A N/A 4(TOP) N/A N/A 4(TOP) 9" N/A NIA 4(rpp) 11" NIA NIA f(BOTITMT) NIA NIA 4(90r70M) 9" NIA NIA 4(80MOM) 9' NIA NIA 5A(Tp P) NIA NIA yA(I0o) 9' NIA NIA �(w) 3 i/2' NIA NIA 5(BOTTOM) NIA N/A 5(BOrrOM) JNIA NIA 5(BOROM) J1/2' NIA NIA 6(BOT/0M) N/A NIA 6(BGrTDM) 3' NIA NIA 6(BOTTOM) +60.0. -60.0 3 1/2" NIA NIA 7(80170M) 9'..p' +40.0. -40.0 J r/2" NIA N/A 7(BOTTOM) >B-f.' 1.900. -90.0 3" NIA N/A 7(BOROY) 7'-O' UP r0 OR T/P TO UP l0 UP TO OR +80.0. -90.0 NIA 12' 6' B(TOP) LESS 4600. -BOO NIA 12" 6" 6(TOP) 12'-6' +100.0. -I_!Do N/A 12' 6" 6(TOP) LESS NIA 12' 6" 8(BORON) NIA 12"• 6"• e(BOr70M)• NIA 12" 6' B(BOTTOM) N/A 12" 6' 9(TOP) NIA /2' 6" 9(TM) NIA /1• - 9(rOP) 11' NA NIA 9(BOTTOM) 12" N/A NIA 9(BOROM) 9" NIA N/A 9(80ROM) 3 1/2" NIA NIA 10(EA7rmu) 4" NIA NIA 10(9OTI0M) J" NIA NIA 10(BorroM) 9" NIA 9" IIA(TOP) 12" NIA 10 1/2" 114(TOP) 5" N/A 6" IIA(MP) NIA NIA NIA II(801"10") s'•' NIA f"•• I1(BORON)^ NIA NIA NIA 11 (BDROM) 6' NIA NIA 1J(70P) 2. NIA NIA 13(rOP) 6" NIA N/A 1.7(TOP) 3 1/2" NIA NIA 13(QORON) F" N/A N/A IJ(BOTTOM% 3' NIA NIA /3(BORON) N/A NIA NIA /4(BOROM) 4"•• 4'•• s'r. 14(BOTTOM)•• I N/A NIA NIA 14(BOY ICU) • USE 6"DC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0"AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGMS EOUAL OR SHORTER IRAN 10'-O" ss YAL10 ONLY FOR UP TO +50.0, -50.0 P.s.T. M4C.AID DESIGN PRESSURE RATING WRH 108"Mar.PANEL LENGTHS. ..IIIPfIFe//Iyi FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �V_ V. 44167 cmn Turco,1Nc 0.050" BERTHA ALUMINUM STORM PANEL Lc. �f'`�'•`-�-y'cs (2.00" DEEP) (LNawN or i L ECO EASTERN METAL SUPPLY, INC 07126117o.r: n^ ( .�✓•tV 4266 °3S6"'' .M.v.YD 4maa cumcYo n las RooMVE tIWT T65TBC i NGINEERINO CONPANMPALM SUCH..-3307 PHONE(59F)209-6265. !AA-(56I)841-1716 17-097 wwn. (mMr1-Isco ro. (xeMr+-Iv+ _ F.B-OOOfir1B �mw No ....• wkTER A.TILLIT-k P.E. FLORIDA lie.44167 SREET 11"OF IT