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HomeMy WebLinkAboutProduct Approval Opening Size' • 7W.x H) I.,ISteelStorm:Panels 40'x 42' 2. Steel"Storm Panels 46 x 55 3. Steel Storm Pane►s 46 x 55 ; 4. Steel"-Storm Panels 31 x 59 - 5. Steel Storm Panels 31,x54, 6: SteetStor`m Panels 31 x54 7. Steel Storm Panels,:.' 31 x 54 8. Steel Storm Panels :',32x`40 9.`Stee(Storrri•Pane►s. 15 x 41' 10._Steel Storm'Panels 32,x 70 11, Steel Storni Panels 32 x 70 12. Steel Storm Panels ,32 x,70 13.'Steel'Storm Panels 72 x80I• 16 14.=.Steel.Sto`rm Panels 48•x 40 15.,Steel,Storm Panels " "46 z52 16'. Steel Storm Panels 20 x:26 12 13 14 15 1 FRONT EN RY E87 2 3LL LU Z (LU6 5 4 N m J D ¢ � W OC U) UH �•r 0o O MCL COPYRIGHT E-TENPEST.CON SCALE: NOT TO SCALE DATE: Oct 05,2015 PAGE DESCRIPTION: Site Plan 3•, PAGE: OF 1 � 1 ' Florida Building Code Online Pagel of 3 Mal MR;P Ri fr a x W azrtmentq BCIS Home ; Log In i User Registration Hot Topics { Submit Surcharge Stats&Facts j Publications I FBC Staff'F SCIS Site Map Links Search Busint`es tJp/��1� 9 j Product Approval ProfessiUai r8 USER:Public User Regulation Product Approval Menu>Product or Application Search>A lication Li > JZ ?tl etail FL# FL11968-R3 Application Type on 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 Pi 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 12/31/2015 Validated By Frank L. Bernardo,P.E. S6 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 225inpanelsCI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 10/5/2015 Florida Building Code Online Page 2 of 3 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 042.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 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4, 6,7,8, FL11968 R3 AE EASTERN METAL SUPPLY 8A,9 and 11.See sheet 10 of installation drawing number INC. P.E.R. DRWG.15-042.[)df 08-145 for other spans and pressures. Created by Independent Third Party:Yes 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ:No FI-11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044.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 12'-11"for+30,-30 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. header. See sheet 5 of installation drawing for other spans 15-044.odf Created by Independent Third Party: Yes 1 7) 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 15-043 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes 043.12df 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 9'-8"for+30,-40 p.s.f. Evaluation Reports and 7'-2"for+70,-80 p.s.f.for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY header. See sheet 4 of installation drawing number 08-142 INC P.E.R. DRWG 15-043.0f for other spans and pressures. Created by Independent Third Party: Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm panels retained or not by Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 046.)d 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+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load. FL11968 R3 AE EASTERN METAL SUPPLY See sheet 3 of installation drawings for other spans and INC.-P.E.R. DRWG.15-046.Ddf pressures. Created by Independent Third Party: Yes Back 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 mall 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 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: 91 lig-1 eChacA -Mi--, http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 10/5/2015 ��ERd1 NOTES: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUMON DOCUMENT(PED)LYS BEEN VERIFIED FOR COMPLANCE IN ACCORDANCE WITH NOTES: THE 2014(51h EDITION)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL AM BE INSTALLED AT HIGH VELOCITY HURRIC41VE B I)miniu M EYBEDMENT OF rAPCON, ELCO PANam4IE AND CF TAP--GRIP ANCHORS two CONCRETE BLOCK ZONES(MIAMI-DARE/SROWWD COUNTIES). UNIT SHALL BE 1 1/4 1 J/8'FOR ZAAWC AWUN ANCHORS AND 1 1/8"FOR RED HEAD DM48MT SI.EEW ANCHORS DESIGN WWD LOADS SH4LL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2)7/8'CALX-IN ANCHORS SHN1 BE ENTIRELY EMBELXILD INTO THE CONCRETE BLOCK UNIT. NO ENBLDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERMRTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MWIAIL M SHOULD SDRCO EXIST,AND 1'M/MMW FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2074 FPC AND S84U FOR WALLS W71H NO STUCCO. NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 8. IN ORDER 70 VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)ABNIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLED-SETANCHORS SHALL BE 7/8'WTO THE CONCRETE BLOCK.NO SH4U BE FIRST REDUCED TO ASD. DESIGN WEND LOADS BY MUL77PLWNG THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SYALI.BE 1 1/2'LONG MINIMUM TO COMPARE THESE W/AJAX. (A.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 6. SHOULD STUCCO LA75T.AND I'MINIMUM FAR WALLS WOH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON DIS P.ED.AS TESTED WERE NOT OVER STRESSED,A 33%INCREASE IN B.4)IN CASE THAT PRECAST Stow OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ALLOWABLE STRESS FOR WND LOADS WAS bVL USED IN THEIR ANALYSIS A DURA77ON FACTOR CD>1.60 WAS USED FOR ViNIRIATON ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL 8E AS INDICATED ON NOTES 1N 11.1)AND OF FASTENERS W WOOD. 82)ABOVE_ STORM PANEL'S ADEQUACY FOR.IMPACT AND FATGUE RESISTANCE HAS BEEN VERIFIED IN AL:CORDWCE WITH SEC7701V 1609.13 OF THE (C)ANCHORS SHALL LTE INSTALLED FOLLOWING ALL OF THE RECCMMENO477ONS AND SPECIH04TIONS OF THE ANCHOR'S MANUFACTURER. ABOVE MENDONE•D CODE AS PER A77 REPORTS 10121.01-98R,10329.01-00.//05 12 0 1-03 AND 0617.01-04 AS PER SSM 12-99 STANDARD. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING IMMALLARON DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 2&3 OF 8) Z ALL STEEL SHEET MEW.PANELS SHALL HAVE SRUCTURAL OWLRY ASTM A-657, CAADE 40, WITH G-60 GALVANIZED REEL EXCEPT 77Wr HEADERS Z.J&4 SHALL NOT BE USED. DESIW710N. S.fT SH411,BE THE RESPONSIBILITY OF 774F CONTRACTOR TO VERIFY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE. 3.ALL ALUMINUM DaRUSIONS5 L BE ALUMINUM ASS l4T10N 6063•-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER 584LL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. STORM PANEL COMPONEN75 WSTUDDED PLATE AND SANP CAP ARE PATENT PENDING. 9. THE INSTALLATION CONTRACTOR IS TO SFAL/GSULK ALL SHUTTER COMPONENT EDGES WHICH RO NN IN CONTINUOUS CONTACT WITH THE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DW 50018 BUILDING TO PREVENT WND/RNN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. W/50 Asi YIELD STRENGTH AND 90 Rsi TEA67LE STRENGTH&SYMC COMPLY W/11OR104 BUILDING CODE SECTION 2411.J.S4. 10. (o)THIS P.E.D.PREPARED 8Y THIS T:NCNI£R IS GLT4EltfC AND DOES NOT PROVIDE WfARM477O4 FORA 517E SPECIFIC PROJECT.•i.e. 5. SM76 TO BE ASIR A-J07 GALVANIZED STEEL OR AISI J04 SERIES STAINLESS STEEL, WITH J5 A.!MINIMUM WAD STRENGTH WHERE THE SITE CONDITIONS DEVATE FROM THE P.ED. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)COMM—OR TO BE RESPONSIBLE FOR ONE SELECTION, PURCHASE AND INSALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PED.PROVIDED HE/SHE DOES NOT DEVL4TE FROM THE CON01770NS DETAILED ON THIS DOCUMENT CONSTRUCTION (A)TO EXISTING POURED CONCRETE,• SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1/4'0 TAPCCN ANCHORS AS M,WUFACTURED BY I.T.W.BUILDEX. (4)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1/4'0 CF W-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. T/4'0 ZWC NNUN ANCHORS AS WINUFACRIREO BY POWER FASTENERS,INC (d)WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORTA REGISTERED ENGINEER OR ARCHT7ECT WHICH WILL BECOME THE 1/4'0 x 7/8'CALK-IM ANCHORS OR FLCO male&&—le PANELMATE"AS A4WUFA07URED ENGINEER OF RECORD(E.O.R)FOR THE PROJECT AND WHO WELL BE RESPONSIBLE HJR THE PROPER USE OF THE P.E.D. BY POWER FASTENERS INC.AND ELCO CONSMUCTON PRODUCTS,RESPEC71VELY. ENGINEER OF RECORD,AC17NC AS A DELEG41EO ENGINEER TO THE P.CD.ENGINEER,SH4LL SUBMIT TO TIS LATTER THE SITE 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY, SPECIFIC DRATWNGS FOR RLYIE"W. NOTES; (e)THIS P.ED. SHALL BEAR THE DATE AND ORIG/N4L SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT IN AI)MINIMUM EMBEDMENT (O POURED CONCRETE OF TAPCON ANCHORS IS I J/4'FOR ZAMAC MEIN ANCHORS 15 1 J/B'FOR PREPARED!T. ELCO PAMELM47C ANCHORS IS 1 3/4;AND FOR CF TAP-GRIP ANCHORS IS 1 1/4: 71. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LWA77M AT STORM PANEL W ACCORANJCE WITH S'CRON A2 8'7 CALK-IN ANCHORS SHALL 8E ENTIRELY EMBEDDED LINTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL 171QBJ OF FLORIDA BUILDING CODE. ONE LABEL SR4LL BE PLACED FOR EVERY DPFNWG / BE PERMITTED. 1/4 0-2D SCREWS USED SHALL HE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR L 48EUNG TO COMPLY WITH SECTION 7770.83 OF THE FLOPMA BUILDING COD£. WALLS 917H NO STUCCO. A.3)MINIMUM EMBEDMENT OF 11410 X J/4'ALL POINTS SOLID-SET ANCHORS S114LL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMDJT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS MACHINE SCREW USED SHALL BE 17/2'LONG MINIMUM SHOULD STUCCO EXIST AND I'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE DWT PRECAST SION&PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTING WALL.OR FLOOR, ANCHORS STALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BENNO SUCH PANELS,ANCHORAGE Si4U BE AS INDICATED ON N07LS A Y)&A2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WALL' - 1/4"0 TAPCCN ANCHORS AS M4NUFACTURED BY I.7 W.BURDD( TMS DRAWING SHALL ONLY BE USED TO - 1/4'0 CF rAP-GRIP ANCHORS(BERTHA SLID-CON),AS MANUFACTURED BY TRU-FAST CORPORATION OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS;INC. - 1/4'0 x 7/B'GV.K-IN ANCHORS OR ELCO mole&lemole AWELWTE'AS UWUFACTURED BY POWER FAS7ENER5 INC.AND ELCO CONSTRUCTION PRODUCTS,RESP£CTVFLY. - 1/4'0 x 3/4'ALL POWTS SOLID-SET ANCHORS AS D4577U8UTED BY ALI POW75 SCREW,BOLT&SPECIALTY COMPANY. 1/4'd REO HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W.BUILDER Foi11lti /7 `i R ILEI A/,•7 ��.��v�• - GEN FLORIDA BUILDING CODE (Non High Velocity NurrlcOne zone)[ 02015 7KRC0,INC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL r.R.t 0,L{4} (2.25`DEEP) DIR4%W Em. ' EASTERN METAL SUPPLY, INC OSa4y&-3 = '•• 'f 1 L E C O 42M WEST ROA=OWE '..C?,,.,'n•, FF pp�1y� , !,'^T�� TLUr TEMNG&FNGWEERINO COMPANY PHONE--(561)209-826.XLPR-J3 071_ IS-043 it G' 'N. 4155 KR Yn.SY.Sb.XG x7mm7 ams,A.lI,LB A1C I5 �U 1716 \�\ IT.n�:[NCAA,-IS)4.Ta:Rsa+Pn-131, �� ORAWNG No "j�TTVAL• C •` WALTER 71JT.P.E �,� a0 r,-,a, .ew eaovoa AOR161 Lia 44167 SNFFT 1 OF 8 300a-lk--—----------Z470- (rD)XL &845-(TOTAL MM)- 2.470-1 a7FFCTT,F WOM) awayffrwmr w0m) Im, + L, r. .5w, 1-600 �so0•--a :_-sm• ` • i I I- 1 0 AS APPE�- .50' AP-OULT R.125, 725 Z,. R.".- 07, TYP. rTS Ory -4 2.r2.s^ -4 2.t2.5,F--jxqf' N .075 FULL PAN ELW PANEL V11 HEMMED EDGES ro� "-FLU A 15119•(TOTAL WON) 8.719'(TOM WIDTH) _Z591" 2.591' 40 'U HEADER ...........12.000'(CFFWTNr OLTH) j&000(UFECTFW MOTH) 4,1T,- 7.5w "500, 3 Max. "1U' BUILD_OUT (W 14' jav, 2.f2.5'1- 84- ?-.212Y°0' 2 urv. 374' • _PTlQJJNVA FULL PANEL EDGES T10NAL HAtNEL W/0 HEMMED EDGES R _-T STORM PANEL 1'5: - VIRIM A" -T -AW2, 09,+ .093 -20 CM0XWA(TR) (2) REVERSED Pop COWWW AACHORS(SLE ANGLE IRA `F- TRACK ANGLE 'F- M4 scgE:3/e- 31e-11 3/e'- smr: .Ur:4a�- -IT 1.1 IJ I I XM 50am sw IIME�M ME a A "" WCO= o zC10'a ................ ... ............ d -T B73' ..........-WAVInE ANCHMS(SW savawx)- X50'OR.060' -;SLQBALPAYF 0710N 7 OPTION 2 e--.w 1GAL-GEYAROB STUDDED ANGLE DETAIL 1: swD wl cc C4!,T 2wc OD KEYHOLE AT R01M HOLE AT PANFL 07 HOLE WASHER r a MCKU PLATED WNG NUT (OPTION TO to) rf/i'a-caP 114-M-W-11, .2 275 114-0 3W SfkM 062- S&STLO aMW 70 PLATE t T- a W Or .666' -250" 'one Zone) FLORIDA BUILDING CODE (Non High Velocity v\G Efif 02015 TXTILW,OC. 24 G4GE WVANIZED BERTM STORM PANEL FJLL .093, 1 4-1 ,�` Sff' mw TYR 2.?m,T k (2,25"DEEP) EASTERN METAL SUPPLY, INC -3?y ;F Z ri LTECO,,,. S&V.W,F1 JM071_1;,76 -043 TWT TESTING&rRaWEERING COMPANYpNgNE FAK'(55084 15 STUDDED PIA SNAP CA 6v mv, el 41) aj 411"- WALTER A Lg�W ps- SHUT IA OF 8 FLORIDA TAPCONS.ELCO moM/f o/a 740"CONS ELCO male/femaM g ow. TAPCONS ELCO mok/Iemo(c TAPCONS,Elco mate 1. PANQMATG JAMAC NNCW, PANEZMA7E 7AM4C NVUN, ,\ PANELWTE TilVAC A4NUN, PANECAtA7F,ZAk9C NNUN, GLX-IN OR Cr TAP-GRIP CCK-1N OR CF TAP-GW/P CALK-W OR CF TAP-C'RJP CA1R-IN OR CF TAP-GRIP ANCHORS(SEE SaMXILE R ANCHORS.(SEX SChiIDUIE fDR ANCHORS.(SEE SCHEDULE FOR o ANCHORS(SEE SL-NEDUi£FOR\ SPACING). vi SPACING). SPACING), a�j SPACING). —T 3 cont. —� POURED 1 _ — _._� CONCRETE p I \ _4_ POURID i POURED REWRKD POURED CONCRETE 1 CONCRETE �\ I CONCRETE T— REOUgM p. RED117RED O REWIRED p p o ` 1 o K 4i hS Lv -_.�Coat � � I 2 I. I I I I 1 W ' O CLASS OF N 0,1155 OF WINDOW , zy x .�_.. ......._ 1•MINIMUM v �-..-.__........ � .-�.--}•M/N/MUM � ---1---i•MINIMUM.-_..__.._.. r— W SE.'PARAIRIN 7D I "EPARADON 711 V 50'ARAVON TO GLASS y ly �&/O4.0-ZD x J�4' I GLASS OF DOW I 2 DF CLAS"OF NYNDOW WINUOW OR S.G.D. OR S r-D. I I /J2"WING N�O I I I I f V I 73 0.C.--._.............. k I I 1/4' 1 wC2 0 !�®' (� BOLTS / �w/STUCW)I N 3/4-BOTS W/1/47-20 x I w 7/8'x 7/32' / WING NUT O IPOURED-1 O I 172-D.G. y POURED .._� �i POURED W CONCRETE W v �"..�" POURED CONCRETE CONCRETE � A CONCRETE / OR CONCRETE OR 7E OKDORuL000 _ O. A REWIREDREURED REOIRED 17 " I Cont 7APCONS RED N&1D D:?14BOLT UPCa)4%RED 7ffAO PYNABOLJ ( 1APCOKS,RID READ DYNA1�7Lr10 1 TAPDONS RED HFAO=146OCT ()A,OCK oNLYZ ELCO mok%' (BEOCK OALLI?,Er.CO mole/lemafe % -®cone (BLOCK ONLY)aW mdu/ramalo/ (BLOCK ONL>?.ELCO moln/remab PANEEMI7&2AWC NNUM,, u�i, Pyf M }AM4 PANELMAM ZAM4C XWN, 9 C-L CALK-IN OR CF TM-CW 7$ZAAfAC NNUN, PMlIINATL: C NNLIN, CALX-1N OR CF rAP-GRIP ANCHORS.(.SEF SCHEDULE FOR CALK-IN OR Cr TAP-GRIP CALX-W OR Cr TM-GWP ANCHORS($EE sail WE RM SPACING), ANCHORS(SEE SCHEDULE FOR ANCHORS(SEE SCHEDULE FOR SPACING). SECTION 69 ANCHOR SPACING) SPACING). ................. WALL MOUNTING INSTALLATION ALL MOUNTING INSTALLATION a SECTION 2 sr" 30e•= 1• SECTION 3 :3/B-� ,• BUILD OUT INSTALLATION ---(� SECTION 4 SCALE:3/8•-I- I �Q 1p Il/O'x 3/32' L� W WING NUT O I / Iz a a DUrANCE _..� 4 E.A'�SHEE75 5EDVLE ON &6 W B) POURED CONCRETE - OR CONCRETE allXr RLDArl I \`\\� sAis•T���f,`TT�i g mat, �JQ�•'�`Ctrvs'/T/�"'.�" FLORIDA BUILDING CODE (Non. Nlgh Velocity Hu one Zone) 02015 RLTECO,INC 24 GAGE GALVANIZED BERTHA STEEL STORM PANn F.R.L SECTION STUD NOTE FOR COMBINATION OF SECTAM: No 44167 = _ (2.25"DEEP OWN Ori WALL MOUNTING INSTALLATION WALI./t7A0R/CITLING MOUNTING SECTIONS CAN BE 05/24/15 COMBINED A ANY WAY TO SUIT ANY INSTALLATION. �. _ EASTERN METAL SUPPLY/ INC DATE SECTION 1 sGAE:3/B _, ;,. / ��` 1 L E C O enc. �w FL�7 ,� �5 •. DUJi TESTING d ENGINEERING COMPANY 15-043 f� n,:=`".••'V u1 ea!KK.NM 5L.>AS�ai0.�fa�gTg R Ftaa PHONE(567)209-826.7,FAX:�61�47-1716 NOTE: OF SECTION B STUD VALID 4150 FOR ^ f'�\ NoWALL SWN77NO NSALLAWN-SECDN 2(NP) £8-DO06779 r'f rfl✓I,!^�,,elittt\\ 0AL7FN A It L;Jr.P.r ao It-rt SHEET 2 OF e FLORIW Uc 44 67 TAPCONS ELCO mmfe/Tama/a TAPCONS,ELCO-n of male 7 0 WING NUT ONLY PAN¢1LiT£OR CALK-!N ANCHORS IAPCON5.aCO male/famale PANEUfATE OR IAIJf-W ANCHORS ELCO C-lN AU VI-1.15�5 OR �� AT Amr (�SCHEDULE FOR SPACING). ...-E D._........._. PANELMA7F OR 01LK-W ANCHORS (SEE SCHEDULE FOR SPACING). ..........._. e/ __PANQ.F(7YP. "' •--E D. Gd 1 4%-20 SIDEWALK DOLT CR 9 J (SEE SCHEDULE FOR SPACING). E D, §��Nl�/�1�vj114 u-2o mDsmFAD BOLT POURED CONCRETE \ 1-E D:T �\ F.Q (SEE SCIlEOU[E fOR SPACWG) REQUIRED \1!TII ,,JI, POURED CONCRETE POURED CONCRETE \ rr1 I I REWIREDIII REQUIRED—, III I I POURED - I \ +I I r! 1 1{I I F r REWIRED—,\CONCRETE REDO/RED I I o I ALTERNATE o.G o I ALTERNATE r I LED Lorvav IEC LOCARON I I I 8 Cont I I 4 C-L I I � r/<'0-20 0-20, J 4•BOLTS W/ I 3/4'BOLTS W/ �B m x 3/32 I I i I7 11'm x.1/n' I TYING Nur o I a I WING Nur m I J r2'0.C. I 1 12'0.0 1 q I I y � W --T .._-.�__ - w T'MINIMUM I I y �r--- _ __._ _ __. SEPARATION 70 1'MIN/MUM ( W �V I 1'MINIMUM .-.-----sEPA To- _...._..-CLASSI I r'Mwwuu 1 sEPARar%N rD CLASS I rSEPARATION TO I i I I I I a I CLASS >t I a I I a r/4'0-20 x 314' 3l4`. BOSwZNG/ sx IIII 1I 7/8'0 x 3/32 iIIT s7�/�4e;••aNm vuxLr T.1©w. III //i3 'o.c 12'D.c t140-20,---- .1 --- 3//2 T—Mmo IIIII iI o. C. 1 J I AIrE=1 I i POURED —/ I LEC LOCA770N-.. .._.......... I 7 Cont CONCREW I✓� Ocx'9DAUE'e' I REouRm I TAPCOALS,ELCO malar mom rAPLxINs¢co mole r k PANELMATE OR rAtx-W AJI Rs / / TAPCONS.ELCO mW-/f.—I, CUK-rN ALL P0245 SOLD-SEr c PANEYLIA)E OR rAL�W ANCHORS I I I i PANELMATE OR CALTf-IN ANCHORS/I ¢CO male/female PAN¢M9rE (SEE SCHEDULE FOR SPACING) E.D. (SEE SCHEDULE FOR SPACING) 1 4 0-2o SOEwALK ear OR o (SEE SCHEDULE POR SPACING), }--L:O. PoUR£D CONCRETE-t 9 /u9 /T/+'-2D TRussNEAo BOLT -•-�£.D. REQUIRED E D.•--- ((SEE SCIi<•}7UCf IDR SPACWG) PoUR(D CONCRETEPOURED CONCRETE" REQUIRED ' REQUIRED CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) INSTALLATION — SECTION 5 INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8'_ 1 SLUE:3/8'= T' SCALE:3/8'-1' SCALE 3/8'a T' SIDE WALK BOLTS ARE 3/4'mxS/327HICK HEAD MACHINE SCREW W/LFNDiT! AS PER NOTES A2 d,R.2(SNO.T T) TRUSS BEAD 6OL75 ABET 2 mx1 B7HICK E D. R EDGE DlsrnxcE As miroliNEs n s�s�( TJ (SEE SCHIDULE ON SHEET 5 X 6 OF 8) .I./ FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) NOTE FOR COMB/N9TION OF SECDDNS: 51�,••��G CN a5'�••..F �'• 02015 TAMED!,IND. 24 GAGE GALVANIZED BERTHA SIM STORM PANEL WAL1,/PLDOR/COLIN0 MOUNTING SECTIONS CAN BE "DEEP 7.2.7` COMBINED IN ANY WAY TO SUIT ANY INSTAUA77ON. a —' EASTERN METAL SUPPLY, INC LAID a MME C O TNS. 4266 wEST Ra4w DQE :�'. w; w nLLn rEsrwe eNGII¢enrNc COMPANY RET PALM 264 n_36407 15-043 "•�•C ti Rtss KR J6a. Sa xi wrxA eaaXRC R STrbe PHONE(567)20m-826. FIX.(561)847-7776 A:'/� • .•�t�\,�,. Tom.:(.m+E'kTI-rv0.r:(xmT7nr-wr I�n,a a.. m®� aur Orwm+c W 7x� SE ' WALTERA�T.1r.AE FWRM Up- 44167 as rr-ar �� SKEET 3 of e MAXIMUM A.S.O. DESIGN PRESSURE RATING (D.s.f. AND '—t CORRESPONDING MAXIMUM PANEL LENGTH 2f EQ SCHEDULE it POURED CONCRETE /M Mex.PANEL LENGTH OR YARffS J L(N.) CONCRETE.BLOCK WALL I ALw S.D.DESIGN 24 C40E STEEL REOURED \ Nom• PRESSURE RATING 60A (Pe.LJ MOUNDNG W/ MWMRW/ ClONPIC AlTMC W/ If 7r'HEADER HEA DER 20 . I©&�3� OF POVIZED CONCRETE CUT PANQ / CONCRETE BLOCK WALL ! +35.0, -40.0 g'-g• 9-8• 9•-8' REWIRED '-01 y^'l CONCRVE ANCHORS -". \ \ \ ` `✓ +40.0. -45.0 0 12'0.C. VARIES 3' ty b Mar. d OF +45.0. -50.0 6'-9• g'-9" 8'-g' x•1-7 O O/f 2':4'x.125' .......... 3705-H14 OR 6055-TS ALLOY -55.0 8'-4" 8•-4' Cont Afvm.ANGLE $ \ Z• \ OR OR OR / h \ / ,• \ O +80.0, -65.0 7'-8" 7'-2" 7'-8' OR CASE A (Plan) �T. 1 1/4'a eoLr 4'r 4'x.072" +70.0: -60.0 y-2" 6•-3" 7'_7' . 4"_ 7" 024 O.C 3105-H14 OR 6063-T6 ALLOY SCALE: 714' W/JACKNUT Cant At—AHGIE NO MINIMUM PANEL LENGTH IS 3•-0' UT(FD CONCRETE POURED CONCRM PO . PO EDHCRETE CASE B (Plan) OR CONCR TE _ BLOCK WALL -\ BLOCK WALL 12.500'd6n. SCALE.' 114'= T" REQUIRED \J�;A�CNO) ( POS/TTON+) PO�E.�. 1 ` 2. TAPCON ANCHORS ANCHORS�� -2.. ALL POINT SOLID- .......... 12'0.G (SEE SCHEDULE FO +NRIE:SNAPCAP 7' F—ISD x CT�POURED CONCRETE— RENMN CYOSED AT NDN1.OIX7" OR CONCRETE BLOCK (R£O'DI HURRICANE CONORll1NSWALL REOWRED 2"x 2"x.055"TO \2'r 5'x.055C-L Alum.ANGLE ALTERNATE LEO LGCARONSOR HFFT/ T EPARA00'!BENT PLATE g�- TO CL,4'5 ��j COiE...I........ E TO CLASS FA CASE C (Plan) r CONZ k GOA 0 . SCALE 114'- 1" O o I BLOCK WALL REWREDcoir 2" "J'r.093" CASE E (Plan) TAPCON ANCHORS OR �— _ SECTION ® STUD\@(OPEN POsrFDN+) 3105 H-•14 OR ATL POINT SOLID-SET 6065-T6 ALLOY (SEE SCHEDULE FOR SPACING) TYP. TOPIBOTTOM Cont.Al—ANGLE SCALE: 1/a'= 1" WliH ANCHORS POURED CONCRETE A 0 12'O.C. $ OR CONCRETE BLOCK Q COM WALL REQUIRED (OPEN POSRfaN+) a '/` g WALL MOUNTING INSTALLATION _ SECTION 9 BLocK w�FE1E ga`:�rFltA"TIcCIT''�., SCALE:3/6'— 1' REOUNED, .' ✓''� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 0,015 nL1ECO.INC 24&AGE GALVAAMED BERTHA STEEL STORM PANEL r.R.0 \ END CLOSURES DETAILS ;��,44167 (2.2.5DEEP » BTT 5.- - 05/24/15 CASE D (Plan) :may: EASTERN METAL INC GATE: /' ti'•.,cp-S MW �P&M BEACH,FL 33407 SCALE.• f 4 1" F '4r� nLur Ymm d ENGINEERING COMPANY 15-043 C; � 1 '��+ •h, ao Kw.son s...m Knz++t+raos,R mee PHONE(frtf)209-826.x FSx:(561)917-f716 Eu-W0 T':(SLXTI-laltMOM H. . �F;�°�.^•, t• �i'�,•� F8-0006'779 a�nr avt me w, o®fnt mr •Yj" t41 i 5 �, WALTER A T11UT Jr.P.E as N-m 'lf/ •TI.�.•�:N�`'• fLOR/DA L'a 44167 SHEET 4IXB w 00111rs REOANCHOR SP4CM MAXIMUM I.S.D. DESIGN PRESSURE RATING (mss f) AND CORRESPONDINGbGN LOAO AND PANEL LOWUL f.D. =EDGE DISTANCE fIN PA4C1.LEADDf FUR A QlfNDsr z>F v0e;fAS PER SGS•ED XE SP,gCING SCHE.'DULE FOZ2 INSTALLATIONS INTO CONCRETE t�ND CONCRETE BLOCK STRUCTURE,''B. MA MUM ANCHORS SPACING FOR E.A-J 012'•• MAXIMUM MAYINUM ANCHORS SPACING FOR E A +J 1/2'•• AP'PUC4&C TO MU"MAKIMUM APPLICABLE70 M4KA0.91 A.SD. ZUAC K48. SECAONS f& PANEL A.S.D. TAPCONS IANAC U44LWI CALK-1N SOLID-SET PANEUATES OF TAP-CRR' MCCoMaTIONS f& PANEL TAPCONS C41K-1N SOLX7-SET PANQMATfS CF TAP-4RlP DESIGN RFD HD.DM49MT �MB/AATW lEiVGTN pLSx.N RID N0.DYNABOLT COMP! LEl{G7H PlTESSURE m m m m ro m m m m m m 7D .OF THEM Z•(R,) PRESSURE ro m m m TO m m TO ro m m m OF i1a'M 2'CIL) LD70NG(P-f CowREIE JN50M COA R.M MASONRY CONCRETE MASONRY CDN,REW M45DWY CONCRETE MASONRY CDAORLW M450NRY RAT11dG(P.s.f. LDNCRL7F 6lASDNRY CONLREfE M45YX1HY COAS'RLTE MAS'OHRt' CDilCRElE 1Gt5WTi1Y COAtNE2i ILAAN'RY CO-REM /4SO1RY 12' - 12"++ - 12' - - - 12' - 72' -� I&3(TOP) 12' j - I2^ - 12 '- - 12' I2' - I&3(IVP) .-_— __.. _......_.-_............-_ .._......._. __............. .........._... 12" 9" 12'++ 12' 12' 7' 12' 12• 12• 12' 12" 9 1/2` 1,9'I'(807TOM) 12' G' 12't+ 72' 12' S' !2' 12" 12• 12' 1z' %• t_9f(i?01TOM) _...-..................... ..-_..............-_....................... 12• S _ f2'++ 72 - 12' 12' 12' -- 12' - 2, 9'(T0P) r2' - 12'+' - 12" - r2' 12" 12" - 12' - z.9+(TOP) _.... .._..... -�_ _ —----=-.._...._..... ..... .......... _.. 12++ 12" 12' T - - IZ" /2' 12' 9 1/2` 2(BOTTOM) rz'...J__..'........._._12_++ Pp 1z• s- - - i2" 12 12' T 2(BOTTOM) . -_... -._ _. f40.0-45.0 12' 9" 12'++ 12• 12' 7- - - 12" 12' 12' 9 112' 3(BOTTOM) >+400,-45.0 12' j s• 12't+ f2' 12' 5' - - 12' 12' 12' Y 3(6arrOM) M 12' - r2't+ _ )2' - - - J - 12" - 4(FOP) 8'-O' TO t2' - 12"1-t _ 12" ; _ - - 12 - 12' - 4(70P) 8'-0' -- --......_.�._— ............_. -- LESS 12" 9• r2'++ 12• 12' 7' - _ i2' 12' 12- 9 112` 4(BOTTOM) OR +50.0.-55.0 12' I 6• 12''+ 12' 12' 5. __. 12' ...12' 12' 7' 4(BDTTOMJ --- — — - -.... ...... ......._...— ----............._...Oor/ealinli LESS — — ---'-- _ TronTBaTrDar) LEss N _ 7• _ _ _ 7' _ _ _. f0 112- to"to" - - 12' - - 7 P ._.....-..._................ ___--._....___._ 12" - - 12' - - - -12- - _ - 6(TOP) 1o' - _ - r0' - - - 12' - - - 6(TOP) _............ - --- 11" 12' _ - ---6(BOT70M) g' .�I _ _ g• _ _ _ 12• .. - - 6(BOTTOM) ................. ..._...................__........ .............. 10 - - - rt' - - - 72" - ... e - 7(BOTTOM) 8' i - - - B' _ '_ _ ._...t J.1/2 - — �..- --- -"--— ..................- --- .- 12' 6' 12" 12" t2' 12' - - (roP/Bo77OM) - - - - 7z" - 12' 12' 12' 6' - - (roP/BorroM) 12' - 12"F+S - 72' _ _ _ 12' - 12' - 1&3(TOP) 7'++ _ g' ._ _ _ I2• - 5 112' __.-.....!_&3(Top) 12" 6" 12'++ 12' 12" 5' I2' 12' 12' 12' 1z' 6 112' 1,9+(BOT70M) 12' I 5• 11"++ 10' 1T' 4' ,....12._. 1T" 12' 9 112" 9` r 1.9f(Bv7ruu) 12" - 72'++ - 12" - 72' 12' 12" - 12' - 2.9+(TOP) --12,' - I J'++ - 12' - 12' 12' 12' - 9' 2.9+(TOP) —..-_..__....._...................... ....... .__..........................._._. ....___- 12' 6- i2'++ 12' 12' S' - - 12" 12' 12` 6 112` 2(BOTTOM) 12' 5' 11'++ 1U' 7T 4' - - I2' 9 112' ..9.'...........-5' 2(BOTTOM) r2" 6' 12'++ 1T' T2' S' - - 12 t2' 12" 6 112- 3(80T70M) 72'.......�,..,..5' 11'++ TO'���-� 12'-� ���4'� - I - ���12" 9 //2' 9" S" 3{BOTHk1)��� F12 ._ _-_..—. 1.................... .__..._... _— +40.0.-ASo 12' - 12.' - ....12' - - - - 12' - 4(TOP) >a'-o" >H86,-45.D 12' - 1T'+'t _ 12' "' - _ 12" _9, 4..(lop)........ T8-0• 70 OR 12' 6' 72' 12" 72' S' - - 12' 12' 6 112` 4(BOTrOM) ro !L7 12' s' rt'++ i0" 12' 4" - - f2' �9 r/2:. ...9' S" 4(BOTTOM) 'SOP/BOTTOM 9,_6• ................ - - TOP BOF7'OM) 9 _ _ _ _ +50.0,-55.0 _ _ _ 5^• _ _ _ 7 1/2'I )— LESS T 7" 7_�7Dp) 5" _10' - - - 10 - - - - - - 5(roP) 8' - - - 7' - - - /zs(RTP) 7O� ..._...... AL - - -...... .... .___- 6(BOTJUM) 8 112" - - - b(BOTTOM) 8' - -- 11' - 7(BOTTUM) --- g' i 7(BQrroM) Trz' 72' 12' 8" - - (IOP%F3071OM) - - - - Y2' - ..J1Y S 12" 12' 6'^ Sfit�A `iipjl" oP/BOTTOM) ENS�•.v� + ONLY TAPCON ANCHORS OR ALL POINT SOUO-SET ALLOWED FOR FACTOR MOUNRNG SECTION 9. ACTUAL E.D. IAAdnC N42)N _ -" WOW /DYN48GY.7 Late-RY SOLD-SET CF TAPS,P ++ ANCHORS SPACING ONLY APPLICABLE TO ZAMAC NNUN ANCHORS ANEtuarES SEE SHEET 7&8 OF 8 FOR ANCHORS TYPE&SPACING h • _ FOR INSTAUAnONS INTO WOOD FRAME BUILDJNGS J` _.....-.._...........86.. ... .75 .7H 1.00 ':,, 4:'•..,. +•�*' r 2 112' - .71 .50 - .80 MAIOMUM ANCHOR SPACBKS ARE VALID FOR 3 1/1'EDGE LYSFANCE FLORIDA BUILDING CODE (Non°',�JT�y lo'rl�y., d" cone Zone) ",,,,_................................"„- _.._.__.._._ FOR E A LESS THAN 3 112;REDUCE ANCHOR SPACING BT' 02015 783=TNG 24 GAGE GALVANIZED BERTR4 �61L57T(%*PANEL rx.1. .50 - _ _ 04UL7UMLYMG SPACINGS SHOWN ON SCHEDULE BY RIE FOLLOWING 2.25”DEEP) 81, _ FACTORS Win.E.D.FOR CALK-LN ANCHORS&QCO ( µw - _ _ _ PANELM47E IS 2 111'AND J 1/2'FOR SOLID-SET ANCHORS). '^- 07/241x5 FOR THIS OPM77O4 TD BE WOE REDDCED SPACINGS RESUL7WC r/► EASTERN METAL SUPPLY, INC CAME FROM APPLY7l.G AEtOVE'FACTORS i L ECO 1 N C. 42Se WEST ROADS VOW SHALL AUT RESULT ON SPACINGS LESS THAN 3'FOR ALL ANCHORS AWr PALM BEACH•&.73407 (EXCEPT+4.5"FOR RED PV.DYNABOLT ANCHORS). 77LUT TESTING&ENGINEERWG COMPANY PHONE 1 ) 15-043 rRw«r armexs n.xxea (SB)209-8261,FAX:(567 84I-1776 [1io,v r(R5)esl-l1P.F r( -rJ.7! �,.w 0`Yvlw ttl:w ygy�y - 6W WING NP ®-DOo6719 m Ir-a1 WAL7LR 7aflf Jr.P.E SNLET 5 OF 8 FLA.A Uc. Mf67 1/4-0 LAG SGREW3 A 6' 1/a'm(AG SCREWS®s' 1".2'..125'(Mn.)Num. G Wrf 1/2'MX p 'O.C.W/T 1/2•MLN. i �TU6E w/11410[Ac scREivs 7: r aro Ltc scRFws a s' 7PREADED POVETR(n7ON 771RFAULb PENETR47YON 6'0,G W/I 1/2'gin.. .• O.C.W/7 1/P'NtN. TO EMMKO WOOD �.. 70 E NC WOOD I'• THREADED PENLTRAJ70M THREADED PE".77ON HEADER. NE40DZ TO E7aSnNG WJOD HFADF,R. \ FADf aNC WOOD :. �L N< Ii J dila � 1 NY° 2 Cmnt Min. 2 Coni. dual T O G L Min. �r'• g'' I 3 WNOD HFAOfR I WpOD HEAUfR I \ WODU fEEAOLR j WL"OD HFAO£R T n RFOUTRED I 1 REWIRED ( m REWIRED ^ REOUIR£D pI 1'MINIMUM I O 1'M/NJMUM I L,oi 1'MWlMUM _ I 1` ._..S£T'ARA77CN TO ( m 50"7m TO................ P RANTMUM ,q SERARARON TO o CLASS CLASS i o 56NLSL TiSS 70 I GLASS I 2 I I w ALTERNATIVE 1 , J%4'BOL75 W/, X 14 x 3/4 S S. N I 7, 0 x J/32" S M,S.O 6'O.G { 2 ._..Ar....._......i...... a I E.IT STUD e < ¢ . 12'0,C I_J i I I/4'0?0 x g sEPARanDN l a m-ao '7/jaR-emO1�l EX/S77MC G;AS ( r" -I 3 BOLTS w/ [' 'r' j I. WTNG N(!7® [, , 7: m x a/J2' I j. s { ( WING NUT® rn. I L147TT' _l EVERY SIDIJ d 12.O.C W Curl. J/4'BOLTS Ir ._- 1 . •'•.'•. I { I 6A Cont �, I 5/32/WLNGx '1E _ _ �1 1t 1/40 LAG SCREWS®6' I ®b14'SOR.1G ENur VERY w i t 1 0.G WIT 1/2'MTN ...1._....©Con1. RE 1RED ® T2'C.C. 2' 4'PTA'1E � THRrADE[T PFNURAnON 0 // 8 \ ' y 9 r-t. REE7WNED M/DWlD]H OF RATE \ _ 1 4 0!AG 5'LREW fl'6' { ��l T 1 4'x.1zs'(tsn.) o.C.W/1 T%2'MIN.r/40 LAC sCREifS O 6' MOOD SWO THREADED REN_'7'RA YON O.L.TN/f r/z'YW, 2a'a G loss-7TH Num.TTIDE(Cont) MIDWIDIH OF PLATE THREADED POLEM7TON a �r REO[6a 77 r MEMOIR W PLATE. -___,RL�"- (2) 1/40 LAG SCREWS TACH SND(M/DWl(11N OF STUD. L2"Min.HOWW)AND W/2- A&M.THREADED PENEJRARON -.-� �_ MTO E7lLST1AG STUD. ALTERNATIVE 2 ALTERNATI�V� ALTERNATIVE 4 ALTERNATIVE 5 ,, ALL MOUNTING INSTALLATIONS �'���'• T�'°° > + j SECTIONS A STALE:1/4'. 1 EXJSJINC C4U1SS r/F'm-20 x 3/4' '- •� W/ N07E FOR COMBINAnON OF SECTIONS: � ( vo WIhNG hvT® INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS `Is I EVERY STUD WALL MOUN77NG SEC77ONS CAN BE COMBINED ®12"O.G IN ANY WAY TO SUIT ANY rN57ALLA770N. °'�'• TN ,'4 �zz `fi;G!'�t1Lfti'q �'�....... .. 111'rTLtii:BiFia� o NOTES: FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) r�40 TAG SCREW P 6' 1. 7N.>TAUADONS ARE ONLY VALID FOR MAX.ASA DESIGN PRESSURE RA77NG o2D1s TxTECo,sc. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL t.RL 4'PLATE .. O,G W/1 1/2•kw UP TO+60.0, -65.0 psf AND PANELS LENGTHS UP TO 7•-6'. 2.25'DEEP) UR4WN BY REO<uRFD THREADED PENEMT70H O 2• FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE 5'OUTHERN Os/?4/15 ' ALDWTDTH OF PLATE. PINE Na 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL /► EASTERN METAL SUPPLY, INC DATE L ECO INC: cm WEST ROADS ORNP ALTERNATIVE .3 n717T TESnNO a ENC NEFRlNG COMPANY WEST PAG/CLAW,FL 50107 4W IT TEST,N ,T,,EN c.,r C �J F Prron�(ssr)20.o-azss•rsx lxU07r-Inc 15-04-T Neu:GIDs')vfr-2.fa:1»ltpr-T9r axmnw acrsew DMW=W EB-[70067'9 am N-a1 WALrx77 A Ruff Jr.PE SHEff 7 OF 6 nova4 U.. 4'167 1/4'0 LAC SC/1SWS A 4.O.C.W/f 112'Min. r/4"0 L40 SCREW 0 r/4"o LAG SCR 0 77IREAOED PDVEMA77CN ---..- 11 ....-.•..._. a•O.C.W/7 1/z'un. 4"0.0 W/1 712'Mia ..................._.... GbNT. TO EXISTING WOOD BEAM, 7NRFAOEO PENE'TRATWN ... 17iREADF.D i,'ENE7RAPON ........_.. _ Z 1 (OPEN PasmoN) rD uLs7rxc WWD BFAM j ro ExTs7wc WOOD 6EAM. r/4' f 1. <'r 6 N')0=m \\ ma1B/female I __.44'0 LAG SCREWS 0 W=6FAY RfOffl/N7L PANE7JIATE 0 12" 8'O.C. W1 7 112'Min. SIRUCROV.PEOU"AVE. µLPD FffAY RER µppb BEi4/ OfQRE71. O.0 W/1 7/8' 7NRFADPD PENE7RA7rON Or F.V577P.Gµ90D SIRUCNRAL AKOVACY Eo- M- s7w/cRWL ADEowcr Min.PENETRATION X' -- TO 17031ING W000 0"10 BE CERJif7F0 OF L ZIM WOOD // OF Ex2MV WOOD / I HOWER. gY RECATEFLD E1TY.7Nrm BEN/m BE CE7T7 m / LEW M BE CERAFRD OR A"IfECT FRYOR BY Rfusa ED oawv FR Br RE=7ERE0 n CpN/. 1 TD SR!?JER JAWAeLAIM OR AA1J07FCr P/lgR / on ARC191Et7 PR/DR I I I TO SM87M INSIAIlAT m r0 S1nn7ER ASTAU)Imw oc N go I • :SNAP CAP r. I 6 310IEN I I I t i R£iWN CLOSED AT i I I 1 _.� /-,• I ' I �' NURR/GNE CONDDJONS. , 4 4 Y/000 NFAOER I o WOOD ED I N Ot. 1 I Cont. I C- 1 RE-OU410 I C., 1 I .� t I 1 1 I'Mmmulf ' WOOD MEMBER 3 L4 �0-J20J?x t ' p '(rZ;:a NOMJw[SEPrWA770M TO GtASS / W/ Mni 1 m �n PENEMIlVN 1 I I 1 12" .C. i 1'MINIMUM I `/CONT. 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