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HomeMy WebLinkAboutProduct Approval .Florida Building Code Online Page I of 2 �Olida Leparnentd SCIS Home I Log In User Registration Hot Topics i Submit Surcharge ; Stats&Facts t Publications ( FBC Staff s 8CIS Site Map : Links Search 'I 3usineS () 61flProduct Approval Professi ! USER:Public User Regulation .j.7. ./ Product Approval Menu>Product or Aoolkation Search>Application List>Application Detail FL# �Ll969-R3 Application Type s on Code Version 2014 Application Status - Approved Comments Archived Q Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 frodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetai.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 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter 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 John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC C.I. DRWG.15- 048.pdf 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 Method 1 Option D http://www.floridgbuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODb... 7/14/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description C 11969.1 LI0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25"Deep)- tracks to provide hurricane protection.�2 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,nd 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 FL1 1969 R3 AE EASTERN METAL SUPPLY 8. See sheet 4 of installation drawing for other spans and INC. E.E.R. DRWG.15-048.[)d pressures. 1 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 IS- to provide hurricane protection. 049 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1 1969 R3 11 EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 049.r)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+62,-73.3 Evaluation Reports p.s.f.ASD and for mountings number 2,6,7 and 8.See FL1 1969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and INC. E.E.R. DRWG,15-049.pd 1pressures. LCreated by Independent Third Party:Yes F.- Next Contact Us::1940 North MgOCgg 5treet.Tallahassee FL 32399 Phone,.850-487-1824 The State of Florida is an WEED employer.Copyright 2007-2012 State of Florida,::Privacy Statement::Accessibility Statement::Refund StatemgIi 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 it 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 her . Product Approval Accepts: M 99 M .,ecuritvmv.Tmc.v http://www.floridabuilding.org/pr/pr_app_dtl. 7./14/2015 I GENERAL NOTIES. I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION) OF THE FLORIDA BUILDING CODE EIA) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATE, ELCO mole"PANELMATE PLUS',RED HEAD DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, DYNABOLT AND CRETE-FLEX SS4, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND B.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 F8C AND SHALL UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SKAJL BE 1 1/2'LONG NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE SHALL BE FIRST REDUCED TO A.S.D) EDESISICN WIND LOADS AT MULTIPLYING THEM BY 0.6 4 ORDER TO BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. 1 1/2•LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 337. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Mj USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS USED FOR VERIFICATION OF FASTENERS IN WOOD. INDICATED ON NOTES IN B.1) &8.2)ABOVE STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS Q 0425.01-00 AND Q 0616.01-05. PER (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S PROTOCOLS TAS-201,TAS-202 AND TAS-203. MANUFACTURER. 2.ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 SQ. GRADE 40,WITH G-90 GALVANIZED. 7, pAN0.5 MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTN1AlI0N DETAILS SHOWN ON SECTIONS I THRU 8 SHEET STEEL DESIGNATION & Fy= 52.3 ksi, (AFTER ROLIED) 2 &3 OF 9) EXCEPT THAT HEADERS 2, 3& 4 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE WOOD FRAME BUILDINGS. SECTION 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL,WITH 36 ksi MINIMUM YIELD CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL STRENGTH. LENGTH. 6. ANCHORS TO WW1.SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED). 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING (A) TO EXISTING POURED CONCRETE (1'c-3 ksi): REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/4"0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDD(. 11. (0)THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4'0 x 7/8'CALK-IN ANCHORS. 1/4'0 ELCO mole&female 'PANELMATE"OR 1/4'0 ELCO mole 'PANELMATE PLUS'AS MANUFACTURED BY POWER FASTENERS. INC.AND ELCO CONSTRUCTION PRODUCTS, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RESPECTIVELY. PRODUCT BASED ON*THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. & SPECIALTY COMPANY. NOS: (c)THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS IS 1 3/4-, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR ELCO PANELUATES IS 2". FOR ELCO mala "PANELMATE PLUS'IS 2'. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL A2) 7/8'CALF(-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO SUBMIT TO THIS LATTER 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 I-MINIMUM FOR WALLS WITH NO STUCCO. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A3) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED THAT PREPARED IT. CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0720 S.S. MACHINE SCREW USED SHALL 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. WITH SECTION 1710.8.3 OF FLORIDA BUILDING,CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO A4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES A1)&A2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WALL(ASTM C-90): - 1/4' 0 TAPCONS & MAXI-SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDIX. THIS DRAWING SHALL ONLY BE USED TO - 1/4" 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. OBTAIN PERMITS IN THE STATE OF fLOR/M - 1/4'0 x 7/8'CALK-IN ANCHORS OR 1/4'0 ELCO male & femole "PANELMATE"OR - 1/4' 0 ELCO male 'PANELMATE PLUS'AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. �1tF1U7X�ttllt,;l - 3/8' 0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4' 0 x 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT .0�-��� •.T��/�i &SPECIALTY COMPANY, e�`�vii •• �10E)Us .,�� FLORIDA BU/LD/NG CODE (High Velocity Hurricane Zone)] 02015 MY=TNG 0.030" THICK GALVANIZED BERTHA STEEL r.R.L No.54167 - STORM PANEL 225" DEFY ARAW BY. m/z�/re s. �' t^ IL E C O,wa. EASTERN METAL SUPPLY, INC426a WW RQ�M 13� aaE nLN TES171VC t ENGINEERING COMPANY WEST PAW 8TA01.FL 33107 S ' C Riff NR xM a v o4 nauus n sna 15-048 PHaf1E•(set)su-6Get.FAz:(s6t}596-780 F orip YuLff eNG;:.�`` ITAUA 11Arc as rI- our GN1Ab r!}i:::ail;tFF! i1(14D1 Tic/#4167 m a�Ar R` r SNQT L Gr 9 15119'(TOTAL ATOW) 9.,19-(TOTAL WARN) rzauo•(Ef7ECnW WWW) COW(E7FEC/nE WWIH) 0 AS NVLC�9f O Ar A,wllcelr 3• ODNCRElC AACNOPS(SCE SOftIII/IEJ •7•IMIC /.5Q7' Znll 1.500' 1.17J" 1-w. I.30o• 1.173' 1.5w" p .Ob'71W7, Sy ,0J0•TNlCK y, GILVAN(IfD - CALYANIZm - % W h AOLTED PANa.S W/ 1/1%-10 r 1/Z• �rT3' ad2s• 7.115 %8 Ai. •J/]7 mw O PAI/F4 lA HALF PANEL Nuts o oYrnfAPs snot:L6•-i- ta N Yl 0 OP 7.360' —_-JDa9'NOr. 7369' h n 711' V �q zsso• A A _ - ( F) LJ' - �• - ,p .. !'YIK CCWCRCIE ANfJ+PPS SII'SpeD1/ �. F s .075— STORM • e - h g� - STORM PANEL TYP/CAL ELEVAT/ON .on" .075- 075' z.ta' r� r1/s- 2.310' i zmr - z3+D• �``4 s6e1 O5 3'ANGLE BUILD OUT BRACKET 1 �6 z6e1 O 'U' HEADER 2� n' HEADER ° 3' Mvx. 'u' aulLD our sn9� �' SECTION A—A Seo• .199 .J74' 114' VAPo[B 123'117•: _g„ Ai g .far ^ �� . .Surasr�alalr0 I9 . ry 3 h 750� g� v1onN ar m',v¢ Y %dd �R/q7- .095•� KRRrNiC ! 'v. ' � $EE 7°. DEIN 1 1.930• _ zaoo• Imo$ `h zww y © F' TRACK Q7 REVfRSEO F'ANGLE TR4CK 2 Q9 ,STUDDED ANGLE L ' 'F' TRACK ANGLE • S000' r057• mccorp �""• ; 12 2'x 5' (Moxa) x .125'ANGLE 1-,091• � ; rK'T ra'O uIr sulc:.ve._I. $d a{1 1 W., q L 1__ � ITSe- _.FA.Ol3• T-- - O 11 KEY HOLE WASHER .asJ' I � 10A ROUND HOLE AT,.P.AN£L J,m-N,s.Ate.Aum. OR..060" gd e0 r np d mr�p (OPT/O` s. CEN DETAIL 1: STUD,W/PE rasT ZINC OPTION 1 OPTION 2 se FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zane NCKa%A7W WANG NUr No•441 67 10 KEY HOLE AT PANEL a c ozors m1Eca uc 0.030' THICK GALVANIZED BERTHA STEEL ret ¢( STORM PANEL 2.25"DEEP) DRAW BE 1u/z4/1 <<<'' \� ' IL E�OINC. EASTERN METAL SUPPLY, INC a,TE COMPONENTS �t•`%� \w���`` rnllr rCSrING t CNGINCCR/NG COYPANI• WEST Ky BEgN,FL42 WESr ROADS 434D7 JAL E��' .>e6. A YIQ 1lfVM fA01pI{(1 Llp 15-048 „p;(, , _3u•�,;��,_,,,, vinxe(so1}vJ-host.FAX-(sspsae-aeo r))1lflflliilill!\\�\\tt r8-0006719 tea, dQ ONAWNC No WKRF A 1811 J. m I,-II, fu/1{N3 R FLP%OA 0.0./1116767 SMCf/A 0r 9 CONCRCTE ANCHOLS t'a�CRflE AhGIRS 9 Lbnt (SEE (SEE schrow) �COAACREMII�L�a56 sYHEW . CONCRETE ANChaRS (SEE SrJfEWlFJ �� (� �J IF, 3 cont f ont .soD• .Zso" I — .soa• .soD•POUREDPOUREDER£OE 1COACANE � E 17 REa RELkl1RC0� I 2 cant I 1 (SEE=hWU Ef I sarEDULr I (sEE SULDUW 1 SEE SCHEM44I FOR YMIV T fOR Y/WYIRI w FOR YWAYUY FOR YWWIDH SEPARAROA//D I —. 5E7'ARAlION NO I 5 SEPARARON 7O sOrvulaN!O E]A7WG CLASS ET75RNG GLASS x fX6WNG CLASS I 1 El15ilAC QASS I 1 � N W 6p -zo+, 1 I,/. -zo+r(z• I I 11410-20 SSY.S.W/7/e iJIJ2" SSY.S.w/7/9+J/Jz ssus w/7/e SJ/JY• I_ SSY.s.w/7/Li•+J/Jz• I 4 NTNG Nur a EVERY I MAP O YfOSPW I WAV ®� I a EVERY OVCRIAP OIOOSPAN W wm j h I MWPAN (N%s/LCL10) I I {Zu III 0-20+�I y° I I/1.O-IO+ I d J/JT•wwrc NUI+ i 714 a; G MG NUT O I 7 i I 12'0.O POURED I/<•I-IO+J�4. I 9 / E I COACREIE OR COVLREM D. 2"wW/WG/NUT O IWNLU—� OR CCliCR U I ffiOfX WALL 1Y,•0.G I gpURFD C I BLOCK WALL REOULRLD CONCRETE r.000- OR CLWCREM I REOURED .172" I I BLOCK—t OR CONCRETE ROOMEDQ2-- • 1@LOCK WAIL t I REOUMED .600 1•Yrt CONCRETE ANCHORS/ CaACYE7E MIOpRS I 6 Wrlt / I / W T 0 12Z'.C. (SOF SCREDfRr) 9 Cont (S�SC7HfDYJt<) I CONCRETE ANCaN�1a4S 1 � / 1 �NOT o 12•a c (ser SrXEDWO SECnoN 0 ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:J/B\_ I• SECTION 3 SWE:J/@•_ ,• SECTION 4 x.A,--_v0•- I' I .• v,•P-70 r yBads 7/9•+J/J2 WWG AWT O /2.0.C (Zj E a (Sff YikWKE ON P0f/RED� Q SHEET 3,6 tr 7 OF 9) ,�,lili7l)LI/IIII' as j?vr �(ER A. OR CONCRETE j �•�P..••••••..�!ll/j'•'., �~~ �1 F •, FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 9 cmt r NQtQ j 61 e 6200 MMM An 0.030" THICK GALVANIZED BERTHA STEEL rJLL STORM PANEL (2.25'DEEP) a+—N or. sEcnoN®sTUo NOTE FOR COM&NATION Of SECTIONS: ..�-L• - o!/ZI/Is WALL MOUNTING INSTALLATION WALL/FLOORIVOLM MOUNTING SECTONS raw BE ~� '. �` IL E C O iNc. EASTERN METAL SUPPLY, INC 611E SECTION 1 scar:JIB'- r COYBWED IN ANY WAY TO SUff ANY INsrau Inow. �g�.. A1�'.�k, .266 MS7 RB,aS m,VE (� nfE/T 7CSI,NG tr CNGIN£LRWG COMPANY MST PALM fE/Ot fl..3=1 ILO(F,:OETAK Or SECROV a sn'D VALD ALSO FOR ,'AFFF F/1711)JI IC14111 tR� -0006719 PHONE o(561)S�6061�.:I581)s8B-1760 15-048N WALL YDLWIY.G WSIALUnLW-SECNON 2(LOP) &M? Lr 1 44167 Sl/[C/ 2 0!9 ALL POINT SOLID-SET OR .� CALK-W OR ELOD LbnR CONCRETE ANCHORSCONCfTETE ANCNLY6 0. PA EIYI/E OR mals PANElJNTE'PLUS O0'� ANCHORS 1/f' 1 SS.M4CWVE (SEE SCHEDULE) (�' £) ¢A,Q� (r(�v-zo SIDEw.luc BOLr ae o (� �� fXXr W/Nur k WASHER POURED COI.CRt7L 0• Q9^/YD^///��� 60L>�• \ POURED COEIfRElE \ (SFE SCHEDIRE EDR SPKYAG) -- 0 12.0 eEadem� I POCRED RtVIItRED-� 11 III POURED I .Z50' I ' I I /• OR TE m. 1 \ - BLOCK CONCRETE - . IALTERWX 1 I I I I I LEG LOCATION I I I 1 4 I I ace I I I I co e I O7 ew 8 cL I I T (SEE SCHEDULE)FOH MINIMUM I W I I j�. � I (SEE SCHEDULE)FOR MMINIMUM SEPARATION TO EXISTING GLASS p r J Y I I 1 I I T I Iz'o. 8 SEPARATION TO EXISTING GLASS I h i//4'F20 x 1 Z' 1/1 0-20 r T�z I i r/s'rzO x//2 I yw ,s'0-10 x 1/2 SNO 07� J/Jz �• I Ssws.w/7/e-r J/J2 I u�.sY.s w/7/"x J/Jz- � I h, SlSxs n/7/"X J/Jz oL•EmaP o NIOSPAN i WING Nur O EYFR/ Wwc NUI'O EVERY W1NG Mir O FIERY 2 mt�t.1P o MElERr I � OWMAP o MVSFlw 1 � oYEw.w o EwsP.w I 0 20 x J1s- I Wi I a DOSIS W/7/8 r Q _ (SEE SCHEDULE) a (SEE SCHEOULE) I I J/J2'WANG NUT I R FOR MINIMUM I _ FOR MINIMUM 1 4 I I o/1'a G I >< SEPARAT70N TO I 1/4'I-20 r SEPARATION TO I I wspm K7E7BNIE I I EXISTING GLASS I -,4. � EXISTING GLASS I I LEG LOGTXMf f/B /Jz I I MwC NUt o 11 4-r-2o x I �7 BOLTS /2'0.G 8 ct I I asst I I�Nino w/ I I I I I 112.O.C. I I POURED I 7 a C-LCONCRETE I CONCRETE I OR CONCRETE OR CONCRETEiXDCK WALL / LEG LOC47M REQUIRED 1 - REDIARED n �r•�• I I I( CONCRETE T ALL.POINT SEW-SET MOR 1/4-/-20 5.S4YplNE pWEP. .POUREDf£D CJ/ r 1E I HR.T W.NUT d WASHER RfW/RfD / 1 i%-20 90EWA(I(BOLT OR O CONCRETE AACWORS O r1'0.G POURED LUNiRf7E D. (�SCHEVULO I ant RDOr+m W��/r/s/r/MR rRussrrFAo axr BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNT/NG INSTALLATION — SECTION 5 SCALE.3/8-- 1- INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SME:3/6' 1' SCALE:3/6'v 1' SIDE WALK BOLTS ARE 3/4ixJ/.72YHICK - HEAD 144CHINE SCREW /LENC AS PER NOTES A2 d a (SHEET 1) TRUSS HEAD BUIS ARE 112'0,1/B'INICK HEA4H D LFHIN£SCREW W GIH AS PER NOTES.A2 d 8.2(SHEET I) E.O. a EDGE DISTANCE 1AAAAA11liltNNIHILI (SFE SCHEDULE ON SHEET 5, 6 d 7 OF 9) ,� \� .• •. ��%' �i, `•,`�Q: EN'SF FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Na.44167 02016IRTEL0 INC. 0.030" THICK GALVANIZED BERTHA STEEL rR.L STORM PANEL (2.25��DEEP) DRAWN er. NOTE FOR COMBINATION OF SECTIONS V, 01/24/15 IL EC O,M.. EASTERN METAL SUPPLY, INC L>,TE WALL/fLOOR/CfILING MOUNTING SECTIONS CAI✓!3E .:� y CV 0169 LM BEACH.F olwE COMBINED IN ANY WAY TO SUN ANY INSTALLARON. !,i � TILLn TESTING d ENGINEERING COMPANY WEST PMY 61.F FL SHO] ur1 Kc r I s]1i IaIr4+rAxOac R yr4e 15-048 >�� `�T�P •������' �:t.>dnjm-,no.�:ouwn-rar aHorL�(sslNLs}m61,FAX: (xgsae-aao Ee-000671 �pq yQ cc ly LWANWNG Nu rIllE,l;N31 SSlAIl1AAA' WALTER A 18L4.9.AE CAD rr-m - RORM U-/44167 I Hn� SNLET 3 OF 9 . o I • YARI£5 J{I POURED CONCRETE Mas. OR CONCRETE BOCK WAIL I C OR POURED C NCRE]E CONCREREOU/REO� II V ' POURED CgYCTEIE \ p I E BLOCK W.aIL . COS'CRE7E mocx wAT1 II II CUT PMEL aLuumm I 2500"Min. 1 CONCRETE AnCIrORs r 2.5U !'Min. COnCRF/E N" 0 12.O.C. Min. G 12'O. 0 41 L� 9O I h 0--1/1OR OOR® 1.000' IERN47E LEG EOfA71CW _ c �/ 2"r 4' 125- 3105-N14 OR 606.7-T , , I I Q4l.7 I OR O OR® 2•r 2- TO Cont Ah.¢ANGLE g 2•Max. y.J 2•r 5•r.0.55• 1. h \ OR .OHo"J�54SHEET J METAL Al—BENT PATE 24 o HOLT 0•r 4"r OR 6 1 2-•O. L 4'.4"74 OR 6067-]6 ALLOY W/.NCKNUT Cont.Al..AHG(E CASE A (Plan) CASE B (Elan) CASE C (Plan) SCALE.• 1/4"_ 7" SCALE.- 1/4"= 1' SCALE. 1/4"= 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND END CLOSURES DETAILS (P CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE MIN. 1.50x POURED CONCRETE UL imUM APPUC48LE M (REO•D) \ OR CONCREWWBI.00K PRESSURE RATING ASD.DESIGN Mor.PAN 2 LENCTH WNWUM SEPMAAON SErnoNs/& WALL:77 H- (Pa.T.) (SEE 5ECD NS)0 TO G/.tA ANY CQ THEIJ ILYV �T71EM ALLOYAh:m ANGLE o.c o l., +56.0, -76.0 7'-6"OR LESS 3" T,2,J,4,5 B 8 _ +60.0, -70.0 >7'-6"TO 8'-6" 3" /,2,7,4,5 de 8 r/4'aw n o Rk +66.0, -76.0 7•-6"OR LESS 3 3/4' 6'& 7 I j +60.0, -70.0 >7'-6"TO 8•-6' 3 3/4" 6 dr 7 POURED CONCRETE oRYJCONCRETE BLOCK WALL ' 1 REWIRED CASED (Plant CASE E (Plan SCALE: 1/4'a I" SCALE- 1/4•= 1• F\� \�EN SF'J�'�'' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) =�= _ .2015 MIECO ac 0.030" THICK G4LVANIZ£D BERTHA STEEL r.aL No•44167 .. Y STORM PANEL (2.25 DEEP) +BY. m/2-0 O,Nc. EASTERN METAL SUPPLY, INC M1E Ml LTE C A•, a2®HEST RHOS DRIVE nLN TESTING tr[NO CCRINO COMPANY (561 PALM WjtK F F: SSW] (5a1)sss-a066 FAX:(x1)5e8-47eo I5-048 •,r, � �j, � %ns.:(.�r an-ram. _:nmpn-rvr v'r`i% SSInN WALTER A�jl lsi sRm 4 ar 9 IwWtr InWW AN]UO 31M 4Ia E 6.3 I/Y'• "�� a7s eem Nm mma®r amaav Iwu moos Ae Iw1s Anwar ro - +wv GuJ •",-•.'.. -7 rArm6 am w arslr ome-nar ss1 w Aowa ANara[ .wc rAwKlr Ivn Hy�� rmuvs/a "vn rAu-p mlroylinr �t•(laJ ro mAa[¢ Io 91u m mem( ro eHlc m m.amE ro mAamE roma ro moms m mA7aIE m HOCA ro moors m Hax 12' WA WA NIA u' mWA fz' WA 12• WA 12' WA WA WA I(ov) MAXIMUM A.S.D. DESIGN PRESSURE RATING (D sll AND WA 12 v z 12' 12• 1z• W 12- n- Iz• IT' r(eorroNJ CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR 11. NIA xIA_ NIA 12- WA 12• WA 12- WA 12' WA I2• rz• z(IOP) INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES 12" r WA I2• '. 12' 120 IY 12• ; It, )Y 11- WA WA 2(eOnDV) I2' WA WA N/A 12' WA 1T' WA 12' WA U" WA WA WA J Du°1 IY r WA r2' 11' 12' II' II' IS' II' II' !f' "u" WA ] -MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE. I=-61.1 12' WA WA NIA 12- WA II- WA u' WA 12• N/ WA W A(top) FOR E. D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING BY 11' r WA rz• u' 12' 12• 12' 12• 11- 12- ❑• MULTIPLYING SPACING SHOWN ON SCH€OULE BY TIE FOLLOWING WA WA {(mliou) FACTORS. (NOTE: Min. E. D. FOR CALK-IN ANCHORS IS 2 112'). 12• WA WA WA 12 WA 12- NIA II• WAL12" WA WA WA 3 Ocw) FOR THIS OPERATION TO BE POSIBLE. REDUCED SPACING OBTAINED 12• r WA rY rz' 12' 112' 1,. • • 1o• USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACINGWA WA 3(d7110O)12' WA WA10 r2- Wa 11• WA WA N/AINDICATED FOR EACH ANCHOR TYPE AT ANCIlORS LEGEND1YWA WA WA 12- WA 12- WAWA WA WA a(DOImv) FACTOR W WA WA N/A I2" WA 17' N WA NIA WA 7(-1--) ACTUAL E. D. TAPCON/_ WA WA WA WA WA WA Iz' 12' u• !z• u• a(m/WDVAI) CRETE-fLE)(SS41 CALK—IN SOLID-SET RED HD. SLEEVE . rs vera ��em marw.m,r mmvs ra.m r"vnos Au rws Anlc.er ro 3" - .75 .78 1.00 _(­j muK'aaN Yr txiP6 an/o sa.E rear-nor sr� NAi;AnwE Mm1aa uNF DA.naa1F aur ca"-.r sw-m amara/• na[a _ m mAanE m Hmr m mvmE m Hoa .--2— m— ro eDQ m m omE ro ro mAUIE ro ea>< ro raax¢ m o'-_ �1 t•� 2 1/2 - .50 - 1.00 IY WA WA WA ]Y WA I2- 1 WA 12' WA I2' WA WA WA 1(IOP) 2" - - - 0.88 12' 6' WA 11' IT' Q• 12- 11' 02' lo' up9' Iz- 12- 1(BOROIQ 1 1/2" .3$ - - W A✓ WA NIA IY WA 12' WA 12' WA r2- WA rz' 11' 2IMP) - 12' 6" WA IT' 12" 12' 12- W 12' W 11- 9' WA WA 2(D011011) 12' WA WA WA 12• WA )2• WA f2' NIA 12' ANCHORS LEGEND WA M/A WA ]DOP) 12' e• WA rY 1r 1Y 1Y n- 1. ro• la' a- WA W" ] ANCHOR (d0 ) ANCHORS AWN. MQ-72.0 12' N/A WA WA 12 WA 12' WA 12' WA 12' WA N/A N/A 4(roP) 6•-0'OR TYPE SPACING E A EDGE D157AAACE IT' a' WA IY 12- IT• 12' 11• 12' to, W 9' WA WA {(eDI1-) 120 WA WA WA 1. WA f2- WA 12- WAS 12- W WA WA 3 One) TAPCON/ 11' 1' N/A 12• IY 9- 11' 8' IT' Y 12' 6' N/A N/A 3(BORON) PANELMATES 4.0" 12' W WA WA 12' x/A 11' N/A 12' WA 12' WA NIA WA .(w) CALK-IN 2.5 12' WA WA WA W WA I2• WA 12' WA II' WA WA WA 6(eo11Ea9 H,* WA WA NO. 12- WA I2'- WA 12' WA 9' WA WA NIA 7 Dd'/9011011J SOLID-SET 3.5" WA WA WA WA WA WA 12' 11' 12' 6' 13' 9' 12' 11' B Om/aorl-) WYUI Avon seorc Iw c a.]I�" 3/8 0 RED HD. 4 5" Al J m moms m armor ro moan ro mor ro cnomr aaor m A—_Ar moarz m era m mvas m elaar ro mvcrr In Hmr mowmv lour t'(IU UYNABOLT SLF.EVf ````\t;N��-�+CK `DaP) CRETE FLEX S54 6.0" V 1 12• WA WA WA /Y WA 1Y NIA )Y NIA 12' NIA WA AIA I rop) LI C8/v. </ I2' 6- N/A /2' 1Y 1Y IY 10' 12- a- 12' 9' 12' IY 1(BOI ) P.� ND lr F•':vim . 12. WA WA WA 1Y WA IZ" WA /2i WA 12- NIA 12' 12' 2(taP) - tY 6" WA I2' lY 11' 11- to- rY 9' I2- 9- WA N/A 2(--) -SEE A107ES ON SHEET 8&9 OF 9 . 12' WA WA WA IZ' WA 12• WA 12m WA II- / ]A MIA NIA FOR ANCHOR TYPES 6r SPACING FOR W / ODp) INSTALLATIONS INTO WOOD FRAME 8UlLOfNGS. 12• 6' WA 11' IY 1T' IY lo' 11' A. 12' 9' NIA WA ](amn-) ✓'�'n IDA `'4 O,-61.5 12' WA WA WA I2' NIA 11' WA 12' WA 17• WA WA WA 4 OW) 6'-D-IO 7'-6 • �'�A/V�Q�(/�'•� •_`\y et 12• 6- WA 1. IY 12• 12' 1o• oz* 9• r1' o' NIA WA .(son—) llllllI III%;011\tt 12- WA WA WA 12• WA 12' WA 11' WA 11' WA WA WA 3 DOp) W 1" NIA ll' 12' a- IT- r 12- 6' 12- 6- NIA WA 5leolt-) FLORIDA BUILDING CODE (High Velocity Hu one Zone) o2D63 IDIECO cwc 0.030- 7HICK GALVANIZED BERTHA STEEL rsR 12- WA NIA NIA lY WA 11' WA 12- N/A 12' WA WA N/A 8 DoP) STORM PANEL 2.25"DEEP) ORA"�. it, WA NIA WA 1Y WA 12' I(% 11' WAF12- WA WA WA a(BD11-1 9' 2411 N/A WA WA 12- WA u• WA ra• WAWA WA WA ,(fO°/tbT10N) EASTERN METAL SUPPLY, INC Q7DAMWA WA WA WA WA WA IT- 10' IT- 6' 9' IT' 11' a Oq^/9)II-) 1 L E C O,tlC. {266 WEST ROADS NthE TIDJT 7ES77NG A ENGINEERING COMPANY rMr PAW BW1,FL 33407 ns N .ru AA,.9r.ut IaaaA1 u®og N vra 15-DAB Eu -aoo rm l(]nW/1-tan PNON[(38111).3-W81.EA%:(591}SBB-q6o EB-0ELLA' yR AH N4 ORAWNG Na IIALIIIl I U. 1 44 67 flQPlD1 Ue/11167 Asa nao. (ca 9�m nm o01CrI1Cria'I Mmels fav Iuloera- Au rtYm unrAur To A• W,J P coil& . m rMma fm fa vax ffAtAlNur A1fal.arr wt Aw9for fvft yga•m 4CfpK/A ffAann awn rnlcm i'01J .—I ro nor: m m.cxrr l6 awr ro fnrAelt m a9u ro mart ro aar ro caaoaa ro amr ro m�a¢Ir ro fAa3t ro maarr ro aax rtof MAXIMUM A.S.D. DESIGN PRESSURE RATTNG (p.s.l.) AND 12' 5 WA WA Ir WA 12• WA r2• WA 12' N/A WA WA 1 orm CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR IT" 3' WA 17" 11" le' 11" 9' !T' 6' Ir 7' 11' 12" I(a7ROY) Ir' N/A M/A MIA 1z• WA 1r Np 12" WA 12' WA 12• 11 c ryorJ INSTALLAZIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES la" 5• WA 12' 12" lo' I2• 9' 11' a' 2- WA WA z(aorlW) 12' WA WA WA 11" WA Ir WA 12• NAA r2' WA WA WA J(FW) 12 r / IV 12• To, 12" 9- 12' e" 12' 7- NAA WA J Rlomw) •'MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2•EDGE DISTANCE. .660,-Mko ir' WA WA N% 11' WA IT- NIA Ir / Ir Ni WA •(fm) e•-0•ro r-d FOR E. D.,LESS THAN 3 1/2" REDUCE ANCHOR SPACING BY MUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING u' s• W 12" IV 10' 12• r r2• e• rz' r WA WA .(Inrrwq FACTORS. (NOTE: Min. E. D. FOR CALK-IN ANCHORS IS 2 112.. 11- MIA NAA N% R• WA I2' WA 12' N/A Ir WA WA MIA 5(low) FOR THIS OPERATION TO BE POSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING 11' N/A NI d' 12' 6' IT" 3" 12' 4' 11• NIA WA 5(rarroY) IND/04TED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. W WA WA MIA Iz" WA Iz' WA 12' N/A II• W N/A N/A 6(—) 9• WA WA WA IT• WA 12- N/A Ir N/A r WA WA WA a(BOnOII) FACTOR 6' N/A WA W 11• WA Iz• WA le" WA r WA, N/A WA 7(--)I P112" TAPCON/ W WA N/A WA WA W 6- 9' n' r 1T' r" rr u" a(ru"/aTnW) CRE7E-FLEX SS4/ CALK-IN SOLID-SET RED HD. SLEEVE PANELMATES fat c n-a 1/c•- - .75 .78 1.00 Asa reviow a eamxr2ta mmnaa eamua 1o+rn 6anonar .YL IGYR AWf10WF m ( J rA•va4y1«o-m wawa ran ro arms' asr-nrx s. 1.nvluwa—or Iwr nwlnr nIe wr-N � �6n scrus I. aon - .50 - 1.00 �'I2' WA WA NIA 12- WA I2' WA 11' N/A 12' WA WA MIA I(MP) 2 - - - 0.88 MIA Ir' 12, ll' Ir 9' 12' r 12' 6' 12- 12' I(Y9RQY) 1 1/2 .35 - - - IS" WA WA WA I2' WA 12• WA 11- NIA 11- NIA 11" 12' 2(Top) 12' S' WA 12' 12" 11' /2" It. 11' a- 11 d' NIA WA 2(A."w) ANCHORS LEGEND Ir WA WA WA 11' WA 12" WA 12' NIA 11' WA WA N/A J(MP) rI' ANCHOR 5• N/A 12' 11" 11• 12' 9• 12' 12 8' WA WA J(flormY) ANCHORS MIN. 660,-61.3 110NIA 1 MAA I2' W Ir NAA 12• N/A 12" NI NAA ,N/A •(RwJ r-6'70 e•-a• TYPE SPACING E D._EDGE[NSraNC£ 12' 3' N/A I2' Iz' 11' IT 9• 12' e" !r a' WA N/A 4(BOTIOW 12' WA WA NIA 12' WA Ir WA 12' WA Ir WA .1A NELAMTE 4.0" / WA 5 p°'1 PANELMATES Ir WA N/A 9' Ir' 6' 12' 5' 12' 4' 12' -4- WA WA 3(NOrrvII) 9" NIA WA M/A it WA W N/A 12" WA 11' WA N/A WA 6 r16PJ CALK-IN 2.5 _ IZ NIA WA N/A 12' WA 11' WA IS' MIA 9' WA WA WA 6(Wnvm) a' WA NAA N/A it, WA 12- WA Ir- N/A r NAA WA N/A 7 ROP/IflOY.) SOLID-SEI 3.5 • WA NAA WA fV N/A WA I .- I 9- Ir 6' 12" 8' IY 11• 6(avA—) 3/8 0 RED HD. nWvclaPCR-31/r- 4.5" ,s w tta�m am M cts cYot�� Nt ant Aro par ro DYNABOLT SLEEVE M N`�'sw) tMeo +a ur wa c Am w nux sent-ntx sse fw;,e.. TAN IM rt 1we fwnl T s1 a rAu-r y7 3enaa/• u ema aw¢ 6aeimur 1Di1N i'OU Coosa ro acv ro mlaarr ro afor m moms ro aacx m maar ro fm rxrloau ro fAfnr m12mr ro faa3r m moalt ro a6cc 'v naf CRETE FLEX SS4 B.0" 4`\\N�,`� A. �l%IA7j' ro 12' MIA N/A NIA Iz• NIA 12• WA ro 11' WA fn 11' N/A NIA N/A 1(TOP) ti u• .- WA r1r r 9- Iz- Ir r ,r 6• rz- n• /tIA7nDY) - �'�P''• \CEN 2- T+•'•-T`� '- . 12• WA NAA WA 12' WA 12- WA IT" N/A 12" WA 1T' Ir 2(—) "SEE NOTES ON SHEET'8&9 OF 9 17• •' MIA I2' IY 9' !2' 6' I2' r 12' 6' WA WA T(60IIOV) FOR ANCHOR TYPES T'SPACING FOR IS' N/A NIA N/A IT" WA 12" INSTALLARONS INTO WOOD FRAME BUILDINGS. _ �— WA IT' WA I2" WA WA WA J(TOP) �p; 7�p 12' .- N/A- I2• Ir 9• 12" e" 12" Y 1r 6" N% WA J(WRW) 'a •, I G OF � ...Q._Z70 12' N% WA WA rr N/A 12" N/A 1T' WA 12' NA NA NA 4 -.__GF:•;���RIDP ••e,�c`�' / / / (ia•'J rte-ro e' -e 12' 4' NIA 12' 17• 9 12' e' 12' T- Ir 6- N/A WA •(mrIW) /QN� lr N/A NAA WA 12' N/A 17• WA 12' N/A 12' WA WA WA 5 170P) " ))•111 FLORIDA BUILDING CODE (High Velo�iY� {l�Jrrlcane Zone) 9' MAA WA r 12- 5' 12" 1- 12" r 9" J' M/A WA 5(69Trao o2015 ru1L'co 6NG 0.030" THICK GALVANfTED BERTHA STEEL fxl I)• N/I WA WA fY NIA r1' WA 12 NIA to, WA MIA WA 6(top) STORM PANEL (2.25"DEEP) DRAWN B' NAA WA N/A 12" WA it, WA 11" WA r WA MIA WA 6(90r ) EASTERN METAL SUPPLY INC aa/z4/1s Y N/A WA WA ➢" N/A lo' WA 9' WA d' WA WA WA 7()oP/WT/W) I L E C 0,,--\ .a �� WA WA WA WA WA WA 12" 9' 12' 6' 12' 6' 12' 11- a(w/WTIV o 4260 WEST CH.F DMM niu/TESTING Q ENGINEERING COMPANY WEST PALM T ROA n.JN07 =+NN,' tm�Af It PMONF:(561)]1]-0061 FA)(,-(661)300-4700 15-048 M-0006719aasly r1t OR1eTAC N6 WALRR A TdI T 2r.PC ROR/01 l!c/44167 - a v - - WITT 0 OF 9 'wvr Nona vwvc 105 e n.a I/z•- .rR slam Nm mrmrcaa 7aaeras Ivp� Au'v+rs ro __ rM(-q v^�R^�N-Y1 Wma' /®w 9Qx o¢I!-N ss'. IWFAuw[M�Qllri[ Iw£Iwuarir nus Wf.N aY.o-s[r (,v®wmv m moan ro aaor ro moBlr roam ro mcarc ro emr ro mom! ro mor romoor m ear m moa7r ro soar ro aacaa m evxx a•nc. MAXIMUM A.S.D. DF,SIGN PRF.S.SURF. RATING &.,g.t AND :• WA N/A WA Iz• WA 12- WA Ir W Ir WA N/A WA 1(rDP) - CORRESPONDING MAXIMUM ANCHOR SPACING SCIIEDULE POIt 12' B• WA u- 12- 1a• 12• W 12• p- 12- p• I2^ 12• 1(60,7DM) INSTALLATIONS INTO CONCRETE. AND CONCRETE BLOCK STRUCTURES 12' N/A "WA WA IT WA I2• MIA I2• N/A 12. WA 12' 12' 2(IOP) W 6' WA I2' 11" 12• 12' il• I2- 9' 12• 9' WA N/A 2(Bono.) 12• N/A WA W Jz- WA 12- WA 12- WA 12• WA WA WA J(W) ss MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE DISTANCE. IT 60 WA la' 12• 12• IT'WA IT• /A 11• 12• 9• 12' p' WA WA J(Bonwp FOR E. D. LESS THAN 3 112, REDUCE ANCHOR SPACING BY 46so,-Iso 12- N/A WA WA r2• N ,2- W Ir MULTIPLY7NG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING NG WA N/A .(RWI W-o•ar tr55 FACTORS. (NOTE: Min. E. D. FOR C4LK-I0 ANCHORS IS 2 112"). Ir B• WA 12' W W 12• Il' R- 9' I2- 9• W MIA 4!sono.) FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED Iz' MIA WA WA 1Y WA I2- N/A 12• WA 12- WA NAA WA 5(,op) USING FACTOR SHALL NOT BE LESS 784N MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. la• 4• N/A /T• II- B. 12• )• IT- 6' 12• 6' N/A W 5(BDn017) 12 N/A WA N/A 12' WA 12' WA 12- WA 12' WA WA N/A B(DP)u FACTOR II- N/A N/A WA Ir N/A I2- NI IS• WA to, WA N4 WA 6(Wp—) ACTUAL E. D. TAPCON/ a• WA MIA WA Ir WA 12- WA 02• NIA 9• WA WA /,.n CRETE-FLEX SS41 CALK-IN SOLID-SET RED HD. SLEEVE WA 1 DOP/OOTf[W) N/A N/A WA W WA W I2• 11' la• B• l2' 9" IT' 1a• B(70'/a7n0.) 3. - .75 .78 1.00 2 1/2 - .50 - 7.00 Au eocv ue ua<v nm manacm wmcs Iow rAsrnrs Na mrls rw�b•AJ IA's CYCa'a ro 9!£r bxr(-ncr ss! wrJrOwF nvttrur rpr AAmIr1r rt1a ew'-w �m - - - 1°DarAWs r A l.i0r i•(Alj 2 0.88 m cwrAor ro aaW ro awaaTr ro sax m mrAt e ma= m mamr m a6x m mravr ro¢ax m mrmrr m amr m momr m aBor o!r�Mol� Ir WA N/A WA 12' WA 12' WA 12' WA I2N/A WA N/A I(FO) .35 - - - IY 4' WA 1z- 12' 10' 12' B- W 7112- tz- r 12- 12- I(Burrow) 12• WA WA WA l2' WA r2' WA 12• MIA 12' WA 12' I2' 2(RP) 12' 5• WA W a• 10 I:' B- v- 71/2- Ir r N/AANCIIOR.S LEGEND WA 2(DORCW) 12• N/A WA N/A 12' WA I2• WA 12' WA WA ANCHOR WA IT WA J(m=) ANCHORS - MIN. 12• .- WA 12• W 10• 11' e' IY 1 71/' 12• r WA WA J(e0nup TYPE SPACING E D. - LOG£DISTANCE ♦m.a-75.0 12' WA WA WA 12- WA Ir WA 12• WA lY 12' •' NIA 11• I2• to W 6' 1T- "1. 12• 7• WA WA I(BomW) TA CO 4.0" 120 W 12'A WA NIA f2- WA WA 12' WA W WA WA WA s C op) PANELMATES 10 1/r WA WA 7112- Ir 5• 12• 1' IS' 4- to 1/2• 4• WA WA 5(0]nCW) CALX-IN 2.5' It 1/2- N/A WA WA 12• WA 12' WA 12• WA 10112- WA WA WA 6(RM') p' WA WA WA 12- WA 12' WA 11 I/2- WA 0- WA WA WA o(vor'b") SOCIO-SET 3.5' 71/7- WA WA WA 10 I/2- NIA It 112- WA 10• NIA 7- N/A WA. 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INSTALLATIONS INTO WOOD FRAME BUILDINGS •+�:, C V �'�. rr N% W NI ,z' W rz- WA Ir WA 12' MIA WA NIA J(rOP) �•FSS.,�R I D P J ) '66.0,-mo 12' NIA NIA N/A 12• NIA 12• WA 12' NIA 12' WA WA WA 4(RWIr-C W C-6 Arit k6 ``a; 12' 4• NIA Ir 12' WA 1T- Y !2• 6' f2' 6' WA NIA 4(50710.) W NIA WA WA 12- WA W WA 12- N/A 12' WA WA WA 50 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) B W W 6• 12' WA 11• WA I1• J• Ir J' WA N/A 5(BOTRW) 02015 RLTECO,Mir 0.030" THICK GALVANIZED BERTHA STEEL r.R1 t0' WA NIA WA 12' WA 12• WA 12- NIA 9' NIA WA NIA .(rue) STORM PANEL (2.25"DEEP DRAW or B' WA WA N/A 12' NIA to' WA 10' WA r NIA WA NIA 6(BOnO.) WWI Y WA WA WA H' N/A !0' WA 9' WA 6- WA WA IL E C O,Nc. EASTERN METAL SUPPLY, INC Mir-W" 7�/�n�) 4268 WEST RINDS ORNE ATILLIT TESTING h ENGINEERING CO.PANY WEST PAL BEACH,(L 33407 W WA N/A N/A WA WA Ir Y Ir 6' 1r 6' 12• Ir B(ICW/601,W) LfS1 NC JIY� Sh YC M1O14 C4Pa06 n LI/6 PHONE.(561YSM-6001.FAX:(561588-4700 T5-D46 E800 -06719(amhn-1v1 rC �K r m�ror rrt DRAWNC No MLV.TER A REL)T-P.E FlORIM Da./44167 - ay4/n - - SN U 7 OF 9 1 4'o LAC SCREW / /7'YIN. 1'r 2'x.125'(1AW)AMM.TNREAOED PENETRAIpN 10N17E W/I/4'/IAC SCREW IXISRNC MWD HEADER. 4 W/1 J/2'MIN. r IHREADEV PFNOR,1T)ON TO 1 4'o LAC SCREW E70SRNG MUOD HEADER •}• O 6"0.C.W/I t/2'YIN. TNRFAOm POV67RA7JON 70 h x, �la'67ZAC WOOD HEOM, N W n _ � I � [nom,-:Y,;:...�.$ I �,:. _.• I �� iI ORER I I WOOD HDOrF tFREQUIRED sEE srJFEDULe) I o I (sEE scHEDLRE) I a I (sEE srJrmuuLE) I - FOR Min. 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FOR NEW WOOD FRAME CONS7RUCRON: W000 MEMBERS TO BE SIX/RIERN am TRUT TE3NN0 t ENCWEERWD COMPANY WEST PAW SEAW FL SN07 vao•..cvxais I— PHO16:; I L'�i7B0 361 533-6061,FAX:(561 I5-048 PINE No. Z W/SPECIFIC DENSITY OF a55 OR EQUAL. ^"'`fmiJnl-w/o.r.`fnlYlt-ImI ( 0-0006719 ORA1t9NC AM WATER A DINT Jr.P.E FLORM Llc/44167 SHEET B OF 9 1/4.0 LAG SCREW O 6'0.G W/1 1/2•Y'n. TNRFAOED 1/4'0-20 ELCO male/!ole WING N O PENETRATION TO EX6RNG ROOD HEADER, L ANELAN7E OR Mae PANELM47E PLUS 12'O.C. WOOD TRUSSES OR RAFTER THR O 24'0.C.REQUIRED 1 Cont. PENE7RA11DA: 7/6"0 r 3/32' 1 j I 1/1.0-20 S S BOLTS O wrNC NUT O I7'O.C W/NUT b WASHER 1LYERY S�D O 1 (SEE SCHEDULE) I v o -.. FOR Mi. m EXISmC BASS I Z'• wu� �2'r 6' Y'n. 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ALTERNATE 0071NC GLASS 2-.6- LEG "r6- LEG y I 1 WOOA DECK LOCATION i o i 11141-11- tD ReaRRm � W I CND FTlrsrr 1 � /• Q7 a i AuowEO) cont W o uiDwranH of PLATE 60 E r r r/6'lA J 606.7-rs A4m rLse 1 cont I a I/4"n-20¢co mor/r ao TEN W/(21 5/I6' 1 I TO 0EACH �� PANE7M47F 0R MZ PINE7JMIE PLUS 1 RAr7ERLROERM TRIES LOUIE R_IT-�' t I REWIRED O ,z'O.C.w/r 7/6•Lc. THREADED I sC7Lxs AT U,,,.H aA 1� OTIC PENE7RA 7KW. I EXSW WLNID IEAI6fR, 14'/-20 r J14' T%A- a SCAEDU / I (2/Lon Nw6,I1L wrOnH EO EO 1/�'rzo r J/+" BOLTS w//7/8 NN1'MHn. J/J2Y NTNG NN > I 7/4 /LLC SCREW J/J2•WNC Nur 12 0.c. W/1 1/2 Mi.7NREADEo 0 12'a c 114'0 S.S. I i BOLLT5 W%7/eli• PENE7RADaw o 4'O.C. ISO w o z 17• 'a CHUr ALTERNATIVE 4 Nur t Wa�iER. ALTERNATIVE 2 D 7UD I ;"\-114'1 UG SCREW O (Mor.DESIGN LOAD-f 61.0 Per 24"a C. 6-D.C.W/I r/z M.r.WRFADED ALTERNATIVE 1 1 uor.PANEz Law-B-0 ) rRED PENETRATION ro Ex6nNa WOOD HEADER. CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS-8srME '/4 " ' NOTE FOR COMBIN4770N OF S£C17ONS: FLOOR/WALL/CEILING MOUNTING SEC77ONS rill)BE WALL MOUNTING INSTALLATIONS COMBINED IN ANY WAY TO SU4T.�TNs7I 170N. ALTERNATIVE 9 SECTIONS ►6i IAs:ur,. SCAIE: 114•s 1t INSTALLATION DET•��``�� •���Ikls•• J''•. •S'�NG WOOD BUILDINGS FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) ' NOTES: No.44157 02015 TAIEC0,INH 0.030" THICK GALVANIZED BERTHA STEEL FR1 STORM PANEL (2.25"DEEP) m+BY. 1. INSTALLADONS ARE ONLY VALID FOR MAX.AS.D. DESIGN PRESSURE R477N ;, X4/!5 AND MALL PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT = •Q` 'L E C O t w�. EASTERN METAL SUPPLY, INC DATE.. THAT FOR ALTERA14Y VES 2 AND J A Mor.PANEL LENGTH OF B'-0'AND A -C1 ~` `�\ 42a8w6ROADStM 1 R05 OE Mor. DESIGN LWOF t 61.0 PSF SIALL B£USED. 7/�.' ` 7RLn rESnNG t ENGINEERING COMPANY WEST PAW BFAG74,FL 77407 •VJ 3•r 6.47.1 NN.KN St Sy.1R4 IEnaw umM 7L,fuIM IiWNE(561)537-6061,FAX:(561)SeB-4780 15-048 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN :(minr-r41,.r:rymAlrr-rA1r PINE No. Z W/SP£CIF7C DENSTIY OF 0.5.5 OR EOUAL ' iYr(i7T171111fT1ti1t111�S1`�`,` WALTER A t�Hi67 rr-m uw T - pR yHEEr a OF 9