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HomeMy WebLinkAboutProduct Approval 1Dl6'2015 Florida Building Code Online ._. .;.•...:-:..:.ns-.�.. xa: 5",.:. :'mss,x'a:...,.w'" v ,5"z" :.,C..;. a::`v"` ws AMM.J:t- s. 'i...s Aam. r- ?s,rly y;h4Vt«rntw BCIS Home Log In User Regist2tion ` Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff _i BCIS Site Map Links Search Business, i) Pro *USER:fessb'-adP�bliAPproval ry m Product Aooroval Menu>.Product or Aoolication Search>Application List>Application Detail' uam1711111FL4 FL11968-R3 Application Type Revision Code Version 2014 Application Status Approved C �� ICCOY Comments 1-1E. Archived � l:t!© j b �__ Product Manufacturer Eastern Metal Supply OCT 12 201G Address/Phone/Email 4268 Westroads Drive ERFIiITTifJG West Palm Beach, FL 33407 P5t E rERF CaLiNFL (800) 432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternm etal.com Technical Representative Address/Phone/Email j 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 I 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. Bennardo, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R3 COI 22SinnanelsCl odf 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 i ��hp lwww-loridabOlding.org'prlpr app dtl.aspx?param=wGEVXQwtDgsxYleb4opODflEcLXlecJxGyGiZlxngjSg5RSI/.4ouMrA°load%3d 1/3 1G/6!2015 - Florida Building Code Online Product Approval Method Method 1 Option D 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# I Model,Number or Name f Description ----- ---_...........------- -..�_...._.... .............._..-- --._......__........._...-._...._..._.._....._...__....._.....---.._.......-...._.__..._...._........_....................._-........._...........................__......_.........---............._......._..............._...._...I 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. i Drawing Number 15-042 Limits of Use — - ;Installation Instructions Approved for use in HVHZ: N9 FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.IS- Approved for use outside HVHZ:Yes j 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, i FL11968 R3 AE EASTERN METAL SUPPLY 8A, 9 and 11. See sheet 10 of installation drawing number j INC. P.E.R. DRWG.15-042.odf 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 j FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- r Approved for use outside HVHZ:Yes 044.)d Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. I Design Pressure: N/A ! Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-11"for+30, -30 p.s.f. Evaluation Reports and 8'-2"for+75, -80 p.s.f. for mountings without"h" FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. 15- i header. See sheet 5 of installation drawing for other spans 044.odf !and pressures. Created by Independent Third Party: Yes -- ...._._.._.........-.....__.._..-- -._...-._......_............_—..........------...._..-.--_._._.._.._._..-------........................................_........._....._.__.' 11968.3 F 24 Gage Galvanized Bertha Steel lcorrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. I HVHZ- Drawing Number 15-043 i Limits of Usei Installation Instructions Approved for use in HVHZ: No 1 FL11968 R3 II EASTERN METAL SUPPLY INC DRWG 15- Approved for use outside HVHZ:Yes i 043.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 9'-8" for+30, -40 p.s.f. Evaluation Reports and T-2"for +70, -80 p.s.f. for panels mounted without"H" FL11968 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG header. See sheet 4 of installation drawing number 08-142 15-043.odf for other spans and pressures. I Created by Independent Third Party: Yes '-- 11968.4 —Clear Bertha Storm Panels (2 1/4") corrugated polycarbonate storm panels retained or not by i- Drawing Number 15-046 tracks to provide hurricane protection. —.._..__................._..........._...._._.... ----------L......._.........._........__........................................,.............................._...._.................i...........................--..............................._.__...__.._.._......- - -.._...._._...---- ._.._._.................._...._...._._.._...__......... i Limits of Use ;Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METALSUPPLY INC DRWG 1S- I Approved for use outside HVHZ:Yes i 046.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 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. See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. P.E.R. DRWG.15-046 odf pressures. Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may 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: III ® Ed http://www.floridabuilding.org/pr/pr_app_ d.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxGyGiZlxngjSg5RSg/g2fjjouMrA%3d%3d 213 R -IVED E C FE C ar OCT 12 2016 CiONTUCTOR COGENERAL NOTES: PY UC� t Lucie County, i. snoRm PANEL SHOWN ON THIS PRODUCT Emumom DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE INACCORtANCE 077H THE 2014 (51h 01110N)OF THE FLORIDA BUILDING CODE (8) T?EXISTING CONCRETE BLOCK WALL:ASTM C-90 "HIS STORM PANEL SYSTEM SHALL MI 6E INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/6RoWARD COUNTY). -114"0 r-CON ANCHORS MANUFACTURED BY I.T.W. 6401LOEX, -114"0 X 718" r-41.K-W ANCHORS OR ELCO MALE& FEMALE 'PANELMAV MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL 66 DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSMUC77ON PRODUCTS. RESPECTIVELY. FOR A WIND SPEED AS REQUIRED BY THE JURISOtcrto,v WHERE THESE SHUTTERS WILL BE INSTALLED AND -114'0 X.314"ALL POINTS souo-sEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY FOR A DIREC77ONAUTY FACTOR Kd=0.85.USING A5C-1 7-10 FOR lNSIALIATIONS UNDER 2014 FRO AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE R477NGS INDICATED ON SHEETS 4 &5, NOTFS.- IN OROER TO VERIFY THE A60VE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B-1)—EMBEDMENT OF IAPCON ANCHORS AND ELCO PANELWTES INTO THE CONCRETE BLOCK UNIT Skmf.l. BE SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY"UL77PLVNG THEM By 0.6 IN ORDER To 1 114" TO COMPARE THESE W1 MAX. (ASA) DESIGN PRESSURE'RATINGS JNDIC47ED ON SHEETS 4&5, B.2) 718"CAW-IN ANCHORS AND 314"SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EUREOMENr INTO STUCCO SHALL BE PERMITTED. STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SEC77ON 160.9,1.2 OF' 114"0-20 SCREWS USED (;HALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST 7HE*A60VE MEN77ONED CODE AS PER An REPORT 40I30.01-01 AND J0703,01-07, PER SSTO I2-99&ASTM E JJO-02, AND I-MINIMUM FOR WALLS WITH NO STUCCO. STANDARD IN CASE THAT PRECAST S1014E OR PRECAST CONCRETE. PANELS BE FOUND ON THE 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF IIIE FOLLOWING POLYCARBONATE SOURCES WITH THEIR EXIS77NG WALL ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE CORRESPONDING MODEL NUMBER: BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON A107ES IN BJ)&8 2)A60VE (C)ANCHORS SHALL BE tIVSrAUED FOLLOWING ALL Or 77-IC RLECOM44SIVATTONS AND SPECIFICATIONS OF THE ANCHOR'S GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 .7. PANEL MAY ALSO BE INSTALLED,HORIZONTALLY FOLLOW/N0., INSrALLA77ON DETAILS SHOWN ON SECTIONS I THRU 5, SHEET 84YER MATERIAL/SCIENCE LIC. MAKROWN#1804 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POI YCARSONATES ARE AS FOI.I.OvIs. TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT 9. or SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE PHYSICAL, SPECIFIC GRAVITY ASTM D792 1.20 O/CC 10 SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STURM PANEL SHUTTER IN ACCORDANCE WITH SEC77ON 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL SE-PLACED FOR EVERY OPENING, MECHANICAL, LAaEUNG TO COMPLY*TTTf SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM D638 8,700 p.s.;. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN/N CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM D790 tZbOO P.3d. V47H THE BUILDING 70 PREVENT WIND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, FLEXURAL MODULUS ASTM D790 340,000 P.S.I. 12� STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IMPAC REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO NOTCHED IZOD ASTM D256 18 FT-Iblm IJ. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 1NFORMA770N FOR A SITE SPECIFIC FIRE 9"NG-C-!HARA)27C5; PROJECT,•4E WHERE THE SITE COND177ONS OFVATE FROM THE P.E.D. SMOKE DENSITY ASTM'D2843 75 (MAX) (6) CONTRACTOR TO OF RESPONSIBLE FOR THE SELECTON, PURCHASE AND INSTALLA77ON INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASW D635 C-I CLASS(MAX) PRoDucr, a4sE0 ON THIS P.ED. PROVIDED HEIsHE DOES NOT DEvz47r FROM mr CONDITIONS DETAILED ON THIS SELF IGNITION ASTM D1929 650 'r DOCUMENT. CONSTRUC77ON SAFETY AT S17E IS THE CONTRACTORS RESPONSSLIM. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF-ALTERED BY ANY MEANS, J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIVON 6063-T6 ALLOY& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPAR&O.BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Or RECORD(L D.P) FOR THE PROJECT AND WHO WILL HE RESPONSIBLE FOR THE PROPER USE Or THE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON SIFEL AS PER DIN' F.E.D. ENGINES?OF RECORD,ACTING AS A DELEGATED ENCINES?TO THE RED. ENGINEM SHALL SUBMIT TO THIS 50018 W1 50 KSI WELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE LA77ER THE SITE SPECIFIC DRAWINGS FOR REVIEW. SEC77ON 2411.3.3.4, (E) THIS P.E.D. SHALL SEAR THE DATE AND ORIGINAL 564t AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5, 8'OLTS TO BE ASTM A 307, GALVANIZED OR NSI 304 SERIES STAINLESS STEEL, WITH 36 KSI MIN. YIELD STRENGTH. THAT PREPARED IT. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE'MIN FIC-3 K51 -114"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. j7UILDEX THIS DRAWING SHALL ONLY BE USED TO -114'0 X 7/49'CALK-IN ANCHORS OR ELCO MALE&FEMALE MANUFACTURED BY POWERS FASTENERS, IN AND ELCO CONSMIJ077ON pRoDucn RESPECTIVELY C loll,, OBTAIN PERMnS IN THE STATE OF FLORIDA »114'0 X 314'ALL POINTS SOLAD'SET ANCHORS As DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY NOTES `` - ......... 0 A�� - 'A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE- TA I ' .. FLORIDA BUILDING CODE (Nan Velocity Hurricane Zone) PCON ANCHORS IS 1 314*AND FOR ELCO FANaMA Ta IS I J14Y� 02015 ELTECO,WC CLEAR BERTHA STORM PANEL PRAWN lor A.Z) 718'CALK-IN ANCHORS AND 314-SOLID SET ANCHORS SNAIL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETe,; DEEP F.R.L NO EMBEDMENT INTO 57UCCO SHALL BE PERMITTED (2�25' 0312415 114'0-20 SCREWS USED SHALL BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST,AND J`MMINUM FOR WALLS WITH NO STUCCO. FASTERN METAL SUPPLY, INC DAIr A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS HE FOUND ON 11LIECO 068 KW ROADS DRAV U THE EXISTING WALL OR FLOOR1.. 10, ANCHORS SH44 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE nuir rcsmc&ENCINCERING COMPANY 15-046 NW PALM IIE40%R.J3407 AS �'Wm- DRAW190 N. rt woe INDICATED ON NOTES A.1)&A2)ABOVE. (�W)"-for nm Coo, WA"7rRA UT"Ur J''P.C. FLORIDA e.;4/f67 M � ------15.120' 9.120" .. �JTCOHC/lfif AACHORs(sEE 5C1fFWt5)� ) -...—12.000' -------� r--6.000'----_. 1.500- 4.500"— 1.500" —4.500` 1.500" -1.500` 4.500' 1.500` - TI M 8.iS MY+rAOfE A-) � � 1 Yb.-1 a a �, o N ry sy �i 100't fox/D1F.R,HCE I �` 0.100'x 10.1 rwo cF I 1 6 �-2.125'3.875' 2.125" L---2125` 3.875' _ �1 CLEAR PANEL1�A LF cam PANEL _.. 2%120`—...— -._. —24.000"_.., ... ..� 1f 'L 4.500' 1.500' 4.500- 1.500' 4.500 -- 1.500' 4,500"1.500'-+ EQ SMFU laEC A)— u- 500' II I 'ppp Em I-3-t CONCRm AWHORS(SFE SCHEME)—•--- -J'-I " STORM PANEL TYPICAL ELEVATION N u.rs: .100-t/OS ifJLFJUNCf.-I ,GRN !Y¢.. / Yox.W�---2.125' �J.875' 2125"�J.875 2.125'15.875'2.125'. I 1/',' ® DOUBLE WE CLEAR PANEL SECTION A=A ,^ t-g .0w• 01 * .rah- .lea' 14 r �-rso• r r 150= szs' . T L ---I' ILI. 095" m [Et GOGlNk1 m, -rw 1875' (2} J" ANGLE BUXD OU B.G. ® F" TRACK ANGLE /`� "A"'$ BRACKET "F' TRACK 0 REVERSED "F" ANGLE 6' MINI WAL 1.76"x0.632" OVA1L 1: svD w/oF cas zac TRACK ANGLE WITH STUD .(25' 625 ki V.1411! 771 COMPONENTS SCALE: 3/8„ �» 1 h 3 ^; \\ F y fLOR1pA BU1LDlNG CODE {Non Nigh Veloclly Nurricone Zone) N h _ L _ ozors ra tr% Ha CLEAR 6ERTNA STORK PfINEL cRnwN er- - - No.44167 22&`DEEP) �.. saw• IT amolly. 1 03/24116 EA STERN METAL SUPPLY, INC DArr 7 �2.'x5ofMA.K)x t/8" Q K:Y HOLE AT PANEL 9 EY HOLE W S R".s�� ��,:'*' �' E C ... ,a66 Rows DRNr ANGLE WITH STUD Cs� rrtur resnxc ExcfxEfarxc counAxr WEsr I"BEAM Fc M407 15-046 JI03-R17,Alm.Xt01' ! ��.. ''C�'h 4WK�I..IOM. Sb.JAS.Nx'MN Gt0kJ5'v R JJ168 JYf7r`'j0 t11`i Sfii titW�',,`1 f WAt gB-ODOL 7J tfmE t-rvr px r un�ar-ae at�,ns 5NEE7 ft 5 FIARILN lie. 44167 MK-INS OR ELCO TEXTRON RW/OUILOIX iPPL10NS 6 CDAI. ] J/J7'wR.G pA ,,{q�O W 7 4%-20 \\ ITW/BUILDEX TAPCONS OR ITW/BUlLOOL TAPOIONS, NUT'O EYE71Y SND O ® /6 \ POWERS FASTENING POWERS FASTEN/NG LACK-INS POWERS FASTENING CALK INS 12'0.0.STAGGERED SIDEWALK BOLT OR QUO W/0 CALK-INSOR ELCO E D. OR ELCO TEXTRON PANEL4ATE TO ANGOOR5 W/1/4%-TOIRfASHEAO BOLT TEXTRON PANELNAIE (SEE SCHEDULE FOR SPACING). (5EE SCHEDULE FOR SPACING). (SEE SCHEDULE FOR SPACING). (SEE SCHEDULE FOR E D. .879 — I SPACING). 2 Cont POURED CONCRETE 5w. REOU/RFD i POURID POURED E D. CLWCRETE E'D• I CONCRETE I P.D. REQUIRED AA�� REQUIRED POURED 1/4%-10 x J/4' CONCRETE BOLTS W/7/8'x I 1/4'0-20 x 1' . \\ RE U 3/32'WING NUT Q,� S S.M.S. W/ I O /2'ox. 7/6'I r J/JZ' WING NUT 1.Nin. SIPARA710N SLFARARCW Na f0 E),TSDNG I /'Nin. ro EX60NG PANEL LINGTH �'� PANEL LENGTH To ims7mc - ranss (SEE scHEouLE) (SEE sLxIEDu.E) class I 1'roh. PANEL LENGTH "'-- SITARVICN _,•-. 70 EVSMG I (SET sCNfOULE) 1/4.0-20 x I' /(ox GLASS S.S.M..S W/ I I I PANEL LENGTH 7/B'x J/J2' (SEE SCHEDULE) 7/8"x J/J2' WING NUT / \ { SND ,® O TY'o.e. I I® POURED J/ I ,® CONCURETE 1 O 12'0.C. CONCRETE \ I OR CONCRFIE OR CONCRETE E.D. I/1'0-20 x J/d' BLOCK WALL E.D. I BLOCK WALL BOLTS W/7/8' REQUIRED I REQUIRED 3/32-WING NUT POUR E.D. I O 17'ac. I ALTEMJATE r I 7 Ont. LEG LOGIRON /•000• CONCRETE OR CONCRETE BLOCK WALL .500' REQUIRED — rALK-INS OR ELCO T£XIAl7M RW/BUILOIX TMCONS •500' PAMELMATE® W/1 4'0-ZD POWFXS FASTENING I I 1,000 I POURED .CQD' O L CALK-INSOR QC CONCRETE E.O. SIDEWALK BOLT OR O B W/((� rWRON PANELMATE REQUIRED I ��-INS 3 Cont. W/7/4b-20MUSSHEAO OOCT• (SCE SGTEDUCE 2 Co^t• ) (SEE-SCHEDULE FOR SPACING) (5EE SCIIEOULE FOR SPACING). FOR SPACING). RW/BU/LDEX TAPCONS ON E.D. \ WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. Al,) POWERS FASTENING CALK-INS \ (SE[SCHEDULE FL TALLATION fOR SPAC/NC). SECTION 1 SECTION 2 BUILD OUT INSCEILING & OOR MOUNTING INSTALLATION SECTION 3 SECTION 4 RW/BUILOEX TAPCONS ORE.D. POWERS FASTENING CALK-INS POURED CONCRETE (SEE SCHEDULE FOR SPACING). I HE Cont 5 I 114-0-20 x 1'S. M.S. W/ 7/8'r 3/JZ'WWC NUT a fT'o.c '-0,� SIOE WALK 8oLT5 ARE J/4%r 02'TH/G( NOTE FOR COMBIAARON OF SECTIONS l"MINIMUM I SNEND MACHINE SCREW W/LFNGTN Mox. AS PER NOTES A2&8.2(SHEET 1) WALLIIZOOR/CEILING MOUNnNG SEC77ONS CAN BE SEPARA77ON TO__ PAWL LENGTH f ISRNG GUESS (SEE SCHEDULE) TRUSS HFJHEAD 0 BOLIS ARE 12'mx [17NICK COMBINED IN ANY WAY TO SWT ANY INSTALLATION. --- AS PER NOITES A2&13.CR 2(SHEET 1) I/6'0-20 r 1' S 5.M.S. W/ 7/8'x41/J2WI , E O.= EOGf DISTANCE (SEE SC IEDII(£ON SHEET 4 OF 5) t\RIIA .,•\ L.v- 7 CENSE FLORIDA BUILDING COD£ (Non High Velocity Hu one Zone) POURED CONCRETE_ ,. INSTALLATION Df: A L ,6i _ o201s mTEL%Inc. CLEAR BERTHA STORM PANEL OR4M BY.. REQUIRED v SCALE: 3/8 = 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (n s f) WITH -+�- CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft) AND I� CORRESPONDING ANQHOR SPACING "S" (in-) SCHEDULE PRRpCONC°£7"e BLOCK FOR INSTALLATIONS IN COfJCR�F- CONCRETE BLOCK AND � WALL REQUIRED. VARlLS WOOD FRAME STRUCTURES • cur PAxEL �1_ ) I- �ON ACF. CONCRETE ANCHORS OR MAXMUM 12' or"ASP. Mox.PMUOL ?i ANCIRTIIB 5T'AC6TGS S' .)Ms A O.c. t(1L)" SLGT11N.5 2.J.9 POURED CONCRETE BLOCK II 1 L' .09SI CL£Nt tLGX S£CnPN s{BatRHI) (!Dt'/tMl700 0 SECPON 1 O=7PJ f {7/•{) S OR COACREIE UIRED t RAPNO Ta•F•7J sTaRM PAv¢ sEcrraN i[LrorrOu) a sECmxt 4 fTM) WALL R£CutREO. 2'x 4`x.129' 1" +28.6. -28.0 70'-O' 7` 1?' 7?` 606iH?4 OR ALLOON Y 2500' Cont Nurn,ANGLE. M/n• L 7 y +28.0. -JO.O 9'-8' T' 72' t?' VARIES L 2. d +30.0, -35.0 B=T1' 7' 12' T2` CASE A +J50. -40.0 6=4* 7- i?' 72' 2' 4'x 4'x OR PCUREO CONCRER• NOx. Jf05-Ht4 OR •+4tl.0, -45.0 7•-I1' 7' 12` 12" CWALPoLE EOUID.� I/4"/BOLT G06J-T6 ALLOY Ta'O.C Cant,Alum.ANGLE. .. 2.500' W/,LACKNUT t _ Q CASE B (Plan) +45.0, -50.0 7'-6' 7' 12" 12• 00 4 .-._... CONCRETE ANCIIORn. a 1z'o.o+50.0, -55.0 7-T' 7" 12" 12" +550, -60.0 6'-10" 7" 12' r2' ALTERNATE LEG LOCAnON POURED C(kICRETE CONGRET£ LOCK+60.0, -65.0 6'-T 7" 12" 12' 2'x 2"x 0.5 2"x 5'x.055'+65,0, -Tp,O Alum.ANGL6'-3' 7" 12" 72' ,OBD"1105-/!r54 MElALAt.BEM +70.0, -75.0 $'-!0" 7" 12" 12' X<DO.DISTANCE +75.0• -80.0 5'-6" 7' 12` 12' +BD.o, -a5D 5'-2' r 12" 12' CAS£ C (Plan t/1L% 185,0, -90.0 4'-If' 7' 12` +9(7.0,-95.0 4•-8' 7' 12' 1" T`x 3'..093'3105 11-14 OR 6763-76 ALLOY COMt,AlmANGLE W7TH ANCHORS® C. CASE..E_(Plan) f +95.0, -100,0 4'_5" 7- 12' 12' 1000" .._ L SCALE: 1/4'a I" 2I.OIXI" +700.0. -105.0 4'-2' T' 1/4'GAP f2" t?' +105.0,-710.0 4'_0' 7' 12' 72' p URED CONCRETE END CLOSURES DETAILS CONCRETE BLOCKMin. PANEL LENGTH/S 3'-D' f {7}}7 LL REQUIRED. SCALE.' 714N = 1 u ANOHOR9 LECEHJQ �� •"IA AAA ANCHOR SPACINGS ARE VALID FOR ANCHORS ANCHOR Jr 1/2'EDGE DISTANCE..FOR E D.LESS THAN TYPE SP DING J 112,REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY TAPCONCAS£ D ('Plan) THE FOLLOWING FACTORS.(NOTE.M<n. / J.0" T FOR TH75 OPERAF TO BE ANCHORS" 18M.12 CALKPAN£L:4Y7ES SPACING OBTAINED USING rACTOR SHALL,NOr -IN 2.5` �`` ,.• ' •.l/).'//� FLORIDA BUILDING CDD6 (Hon Nigh Vploclfy Hurricane Zone) BE LESS THAN MINIMUM SPACING INDICATED FOR .;^ ��{'L'N 4,e EACH ANCHOR TYPE AT ANCHORS L,ECFNO. S�(+••• .2015 RLM=,INC CLEAR BERTHA STORIN PANEL DRAWN BY. FACTOR . :, Np•4476 225"DEEP F.R.L. ACTUAL L D. TAaC0N/ w/211rs PANELMATES C4"r-TN ~. EASTERN METAL SUPPLY. INC a,L1E J' .86 .75 :_ b�,.^ _.,..; i L EC0111111� 4266 WEST ROADS MW cy�r/g7,}v Rt Ur TESTING Q ENGINEERING COMPANY WLJT FALAI BEACH,fL JJ407 !Jr-D4S 2 //T' .71 .50 ',•r,��1.,'/." I` .•'xC`��'e w5uW..wn�:st Sf.wS Vi,�0wav�n.aare�e 2` (.vur�llrm9(.JmJa7f-rvl ast�nw wrc ar:M. axsmw wl[ PAAW/NO No WALTERA. RUI Jr,PE aw.n-aa a[OMs t SNECT 4 PF 6 /Hilifill, Awb� FLORIDA W.If 44167 1 11410-20 ELCO mn!°/lemob 4'x B"(Min.)EXISTING -WOOD HFAOfR WOOD HE10ER PANELM47E O 6'ox W/ WOOD HEWER WOOD f1EAM REQUIRED. R QUIRED. REQUIRED. 1 7/8'Yin.PENETRA nON OR R OU/RED. STRUC7URAL ADEOUACY /14 S.S.HEX WASHER 1/40-20 ELCO mala//emo/c —OF DUSDNG W000 BEAM 1 4 0-TO ELCO m°b//emo/e PANELMATE HEAD WOOD SCREWS W1 PANELMAIE O 6'o.c W1 TO BE CERnRED BY / 1 112'Mfi.PENEM4770N 0 6"o.a 1 718'Min.PENETRABON OR REGLSWRED ENGINEER O 12"o.e.W f 718'Min.PENETRAnON. OR ARLHRECT PRIOR / / 114 S.S.HEY WASHER B Cant. HEAD WOOD SCREWS W/ fI{x !3/4'S.S.HEX WASfTF.R EV 70 SHUTTER MSTALL1nON. 1 112'Min.PENETRADON O 6'a.e. HEAD WOOD SCREWS W1 1 1/2'Min. .a>s PENETRATION O 6'o.c. I I 7/B'x 3/J2'WING TOW 2.000 I NUT O EVERY SND O 2000. Min. I Min. I 12"0.C.STAGGERED Min. 2 Cont. TO PANELMATE. I I ®t.5 114,0-20 i 3 4' I ! 1/410-20..f' 0I r .le 60LIS W1 7/Sx 1"Nin. I 1'Min. I 3/J2'®I G 0U� I J132 o I NG UT I M EXI{nNG I _SEPAR1nON I GLASS I PANEL LENGTH GLASSTO I 1'Nin. (SEE NOTES BELOW) I SEPAPAnON I I R1 EMST7NG GLASS f'Nln. Mox. WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SEPARARON I PAN3 LENGTH TO EXISTING (SEC NOTES BELOW) ALTERNATIVE 2 ALTERNATIVE 4 GLASS I I I I sErARAnQN ' 114-0-20 r 1' I TO ENG I 1/4'0-10 x J/{' S S. GLASSI —IS W/718'x 7/B'x J/J2 114'0-20 x J14' - J/J7'WING NUT W NC NN WOOD I BOLIS W/7/B'x I O 12'o. PLATE 1/40-70 LOCO male/Tamof4 PANELWl7E O 12'°' I J/J2'IWNC NUT I 2'x 6'W000 EQU/RED. 0 /2'o.c. W1 1 716'Min.PENETRATION ! ,© O 12'o.c. O,O DECK REOUIRfl1 ®OR 5 AT MIGWIDnI OF 1NATE: I I (NO WHISH ALLOWED) Cont. rl £ E I �.. T- 4 OS Cone. 0 - _. ... ... Opo 2 BOO 0�EO. 11410-20 ELCO mal°/%ma/o LATE 2 Cont PANELMAIE O 6'ac W/ Q ED. 17/8. 7V PENE7fc N/OR 1140-20 ELCO mole/Tamale 114 x 1 3/4'S.S.If£X WASHER 114 S.S.HEX WASHER PANCLMA7E O 6'ox W/ HFAD WOOD SCREWS W/f 1/2'Min. HEAD WOOD SCREWS W/ 1 718'Min.PENETRA770AI OR pENE7PAl/0N O 6'o.°. f 112'Min.PENETR4710JV O 6'o.c, /14 S.S.HEX WASHER WALL MOUNTING (D. M.] O MIOWIDnf OF PLATEi E1�zW PeuErRAW/ o 6'a.4. ALTERNATIVE 1 ®Al/OW/OITI OF PATE CEILING & FLOOR MOUNTING INSTALLATION - - ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT IN, ALTERNATIVE 3 ALTERNATIVE 5 NOW FOR COMBINATION OF SECTION: WALL MOUNTING SEC77ONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION. M07 �I�F' './�`'� FLOR/DA BUILDING CODE (Non High Velocity Hurricane Zone) �OO 4 1. INSTALLATION ARE ONLY UAUD FOR MAX. A.S.D. DESIGN PRESSURE NO, F "« 02015 77UTC0,INC. ClEARBERTHA STORM PANEL DRAWN Br R477NC AND PANELS "' :• 41Qr 225"DEEP FR.L. LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. V"S7; 6Jai 0.7/24/15 2. FOR WOOD FRAME CONSTRUCTION.• WOOD MEMBERS TO BEn EASTERN METAL SUPPLY, INC DAA SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. , �: ' ECO 1 N C. 4269 wEST Rows oRNE Ln �I,•'!.R` �� TTLUr TESTING&ENGINEERING COMPANY WEST PAW BEACH,FL J7407 15-046 •'�/ V//n��^ p` V y``• fPtw.w.xM. �-lOs 4FCN1 GY+nE)S n J1169 V� •'�n `��o� IManr:(Arm:l.RtsMN-lSlr t0ilnr nr[ aoraw' DRAWING H° 7f7jTTTF1F�Hi IYV\\S WALTERE A. RTJr.P.E ao-ro-m n4u SHEET 5 OF 5 FLOR/0A Lb. 44!67 . E � IV �� 2 � nrT CONTRACTORco.py -� PEWAIT TNG GENERAL NOTES C� Lucie County, EL No TEs 1.STORM PANEL SHOWN ON 7HIS PRODUCT EVALUA77ON DOCUMENT(P.E.D.)HAS BCEN VERIFIED FOR COMPLAFFC 1N ACCORDANCE B.1 MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WNH THE 2014(S1h EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL WE BE INSTALLED AT HIGH VELOCITY ) HURRICANE ZONES(MIAMI-DAD£/BROWARD COUNTIES). UNIT STALL BE 1 //4 1 J/8'FOR ZAMAC NA/UN ANCHORS AND 1 1/8'FOR RED HEAD DYNA60LT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) 7/8'CALK-114 ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND SHALL BE PERM�TIED.. 1/470-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. Nor EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 IHRU 9. IN ORDER TO VERIFY 771E ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)MINIMUM EMBEDMENT OF 1/40 x J/4'ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'M70 THE CONCRETE BLOCK NO SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SIALL DE 1 1/2'LONG TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 IHRU 9. MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS WITH 140 STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A JJX INCREASE B.4)IN C45E THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING IVALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS WE USED IN THEIR ANALYSIS.A DURADON FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS IND/CIIED ON NOTES IN VERIFICATION OF FASTENERS IN WOOD. B.1)AND B.2)ABOVE. (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE IM SECTION 1609.1.2 OF MANUFACTURER. 7HE ABOVE MENTIONED CODE AS PER ATL REPORTS 8 01'21.01-98R,IF OJ29.01-00,IF 0525.01-00 AND 10512.01-03 AND 10677.02-04,AS PER 5570 12-99 STANDARD,AND 50221.01-01 PER TAS 201, 202&203. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU B(SHEET 3& 4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL MVE 5052-H32 OR J004-H34 ALLOY. 9)EXCEPT THAT HEADERS J, 4&5'SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASS ATION 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. B. IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 711E SOUNDNESS OF THF.STRUCTURE. WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS f4. QED PLATE AND f5 SNAP CAP ARE PATENT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 70 CONCRETE,BLOCK OR WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL J04 OR J16 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. 7HE INSTALLAI70N CONTRACTOR IS TO SE AL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONrACT WITH THE 2411.J.J.4. BUILDING TO PRF7ENT WIND/WVN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5.BOLTS R7 BE ASTM A-307 GALVANIZED STEEL OR AIS!304 SERIES STAINLESS STEEL, W17H J5 ksl MINIMUM.Yl£LD STRENGTH. 10. (a)TH15 P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE 1NFORM477011 F'OK A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVL47E FROM THE P.E.D. 6.ANCHORS TO WALL SHALLL,BE AS FOLLOWS,(UNLESS OTHERWSE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUL'T, (A) TO EXISTING POURED CONCRETE' BASED ON THIS READ. PROVIDED HE/SNE DOES NOT DEWArE FROM THE CON0177ONS DETAILED ON THIS DOCUMENT. - 1/4''0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDER CONSTRUCTION SAFETY AT SITE. IS THE CONTRACTORS RESPONSIBILITY. - 1/40CF TAP-GRIP ANCHORS(8CR71A STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION (c) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4"0 ZA.fAC NALIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 7/4'0 x 7/8"CALK-IN ANCHORS OR ELCO male&female 'PANELMATE'45 MANUFACTURED (d)Sl/E SPECIFIC PROJEC7S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCH17ECT WHICH WILL BECOME THE BY POWER FASTENERS INC.MIO ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. ENGINEER OF RECORD(EOR)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. - 1/4'0 x J/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGWLTR OF RECORD,AC77NO AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO 7711S LATTER 771E 517E SPECIFIC DRAWINGS FOR RENEW. NOTES A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 1S 1 J/4 FOR ZAMAC MAXIM ANCHORS IS 1 JIB; (D) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS 1S 1 J/4"AND FOR CF TAP-GRIP ANCHORS IS 1 114- PREPARED/T. A2 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO 11. SHUTTER MANUFACRIRERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1770.8.)OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND T" LABEING TO COMPLY WITH SECTION 1710.6.2 OF TILE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF 1/40 x J/4'ALL POINTS SOL10-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SIMLL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE NAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORSSHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGESHALL BE AS INDICATED ON N07ES A.I)&A2)ABOVE THIS DRAWING SHALL ONLY BE USED TO (B) TO EXIS77NG CONCRETE BLOCK WALL' OBTAIN PERMITS /N THE STATE OF FLORIDA - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS LLANUFACTURED BY TRU-FAST CORPOR47ION. - 1/4"0 ZAA AC MA/LIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4'0 x 7/8"CALK-1N ANCHORS OR ELCO mala&female 'PANELAATE"AS MANUFACTURED .��� ""••.,T�F� LAY POWER FASTENERS, INC.AND EECO CONSIRUC77ON PRODUCTS, RESPECTIVELY. •`•`v,Q,•'��C CNSF•.,9`�� - 1/4'0 x J/4'ALL POfNTS SOLID-SET ANCHORS AS O151RlBUTED BY ALL POINTS SUREW, BOLT&SPECALIY COMPANY.,: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - 1/4'0 RED HEAD DMA60LT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX. 1`i�.4416-1 1, lI D2015 RITE=1W. 0.050"BERTHA ALUMINUM STORM PANEL FR.L $ ' (2.25"DEEP) DRAWN BY.• Dr/24115 EASTERN METAL SUPPLY, INC 6A E no� ' ECO N C. ,266 8'EST 86405.DWVE TICCIT TESTING&ENGINEERING COMPANY AIESTPAW BUAa11,FL. 15-044 sUi \•`� ay.SRp/�J6fA X0.5, PHONE(561)209-8263,FAX:(561)64/-1776 EB-0006710 - art DRAWING No WAL7FR A TROT J1.P.E. dD 11-m 71 m SHEET 1 aF 74 FCONQA Lie. M167 J.000'NJx. Z470' 2.170- 14.815•()DrAt. �®�AS A-P-i1AA8TrE RMJ , I0 0• 85(•(I#TO4lTAerLlVtAR) 1.500• , •II r•R. 2.470• I hwrJ5' • - IR,2s + IR.2M Zo0•(9mumvE OTU)-I 125• 1.500' 4. 1.5W' 1.500• .125• R.150 .075"I.500F-12 A500'C(pp) f25F170• p g g!_ � • � m� R.125 } ^ � N ti N w"' o • .125' T i ~ •I25'� . FU4 R. FUL! ALUMINUM PANEL W/HEMMED EDGES 1A HALF ALUMINUM PANEL W/HEMMED EDGES Izzs0• 5 'U'HEADER 1.591' -LE: :J/V.I' 15.119•(TOTAL WO 9.119"(lOIAL MD/H) 03 %T' HEADER Q 3' Max. 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V"DENE5) mWN 8, (22 REQUIRED FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INCjTS SECTION 5A sCALE..j/o- a47F. MZ11-1.—.lA—CHFLVRMtW407 (561)209_826j�fAX"(561)64 -044 1-17UT 15 EB-"67 9 Om NINO No N' WALTER A.ALLIT14.E. OF'4 +'fffry Ill.JA POURED CONCRETE I II OR CONCRETE OR VARIES J' CONCRETE BLOCK WALL CONCRETE BLOCK WALLMax I REQUIRED— \ REQUIRED II \ Q O URED CONCRETE 2':J'x.093.3105 H-14 OR \ CONCRETE BLOCK 6067-76 ALLOY Lane Num.ANGiE� CWALLON REQUIRED WITH ANCHORS tl IY"O. C. A \ /� CONCRETE �OCK � II 2500'Min. pp ED WALL REOUlRED II ANCHOORS2.500 A Mm \�h �I I O 12'O. C. I Mfn. y 1/4'w CONCRETE 4 II NlCHORS � / ® I2'0.C. PARIES J' L I� O O Mox. 0 3 OR 4 OR REQUIRED ALWAYS ___ 9 __ _ _ ?.BOB' \ II OR©OR®ORO 2-x 2'x.055 / ALTERNATE LEG LOC. 2'x 4'x 115 o — —— 2'Mox. \ 70 2'x 5'x.055' J705-H14 OR 6067-T6 ALLOY ' \ �I OR Cont.Num.ANGLE OR Cont.Num.ANGLE a ______—__ =c= c,1 OR.080'5705-H754 SHEET METAL Num. 7/4'a BOLT 4;C;4'x.072' BENT PLATE ®,M 0.T Cont. 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EASTERN METAL SUPPLY, INC a,E. 1 ECO n G. 4288 WEST Ra4DS MNE ��••��yy T(LU7 TESnNC&ENGINEERING COMPANY WEST PALM BEACH,FL JJ407 15-044 G ^�� ((\� ,.:• ttK.S Krr,IBN.�SY11sfa Ja4,tncxw G4mElK rt.ulee PfKKJE•(581)109-81GJ,FAX.•(667X141-1716 Y .•'\V Mar:(,vap)I-ISfa.fm:(JOelelr-ISII ORAW7NG No EB-0006719 ,`; •��''•'•'��\4 1\ti WALTER _17LIA J`,P.G (PO II-�u SNEE7 5 OF 11 'rlt•.'�Il�l \\t FLORIDM1 U'c. 44167 .Ilvill rl<.' TNTs su+lnuLE T1Larm REDDRFD ASCNOIP sPAca�c .iv4'�1 I R. FOR A fA47N IN 4ESKY/WO ANP PANEL IFNGAL MAXIMUM A.S.D. DESIGN PRESSURE P T�I1VG ,(p s f) AND CORR SPONDING MA.ICIMUM ANCHOR , ���'��,.. 0011U00?D,DE"WIN LO PMUS LENGTH FDR A GT4EN •, ••' S SS0°av L�4.MUST 85� E8 AS PER SAACINC SCHEDULE FO INSfiALIATIONS INT9 CONCRETE AND CONCRETE BLOCK STRUCTURES • E. D. =EDGE DISTANCE M4X/MUM MAXIMUM ANCHORS SPACING FOR E.0•-3 1/2"•• MAXIMUM MAXIMUM ANCHORS SPACING FOR E.D. J 1/2'•• d' LL (C Z A.SD. ZAAWC APPLIU49LE TO 4W#A,M At TAPOONS CRLK-IN 3Y/UD-$ET AANE7MAU3 CF iAP-GRIP SECTIONS ,k PANEL DESIGN Z4iLiC NAitrfl MN� ! RED N0.DYIWLf.T iA^CONS / G1K-fN SOtJD-SET PANBXATES pANFl PRESDESSURE ANY COMBINAYlO LENGTH PRESSURE RED NO,D1T41BOLT RAANC. 7(J TO 70 TO TO TO T4 TO 70 TO tD OF}HEM Z' N.) RA77NO TD i0 TO TO is TO Trt Tir r0 JLl 10 M' ♦ "' (P's'L) CONCRETE'LIASOIIRY molOo TE"I0NRY IXMY.'RL1S MASONRY CONO"m M4`i w CONCRT7E rLIS wy COVCRf7E MASONRY ( (D•S.J.} CL�Nr11E7E A44tlNRY COWREAS MASONRY CONCRETE MASOURY CONCRETE MISLWRY CONCRETE MA50.NAY CLiXC , '.. 72' - 12•++ _ 72- - - '• r2" - I2• - 1(TOP) 8' - 7'+t _ e' _ .. - - °� .. •.�C'1,, r2' 6- '`/aa vD t2" 6• 72'++ tz' 12' S' Iz' r2' tz• JZ' 12• T' !,9+(BOTTOM) 12' 5• 71�+ to. 12' 4' 12• rz• 72• 9 112' 9• s' L 9+(-170M) f2' - 12'++ - 12" - 12. 12' 12' - i?` - 2, 9F(Top) 12" - 9'++ - 12' - 12" 12• 11' - 9' - 2. 9"(10P) 12" 6" 72++ iz' /Z' S` - 12• 12' 11• 7- 2(BOTTOM) 12' S" 11"++ )0" 12' 4' - - 12^ 9 1/2• 9' S" 2(BOTTOM) 12' 6" 12++ 12• r2• 5• - - 12• 12" /2' 7' 2A(BOTTOM) 12' S" it+F r0" 12• 4' - - 12- 9 112' 9' 5- 2A(BOrTOM) +JSQ-(U.0 12' - 12"++I 12' - - - 72" - t2- - 3&4(TOP) 8'-0' +SSD,-60.D ._r2' -.. - J!'+•+ - 72" - - - }2' - 9' - J&4(TOP) 8"-0' ._._.. .._.._.__.. .....� OR To f1' 6' 12'++ 12" l2" 5' - - 12" 12' 12' 7' J(BOTTOM) OR i0 12' it'++ !0" 12' #• - - 12" 9 1/2' 9" S" J(BOTTOM) +55.0.-60.02- 6" 12++ !2' 72' 5' - - 12" 12' 12' 7- 4(BOTTOM) +75.0,-60,0 12" 5" It 10.10• 12" 4' - 12• 9 1/2' 9' S" 4 (BOTTOM) LESS 72• - 11•++ - r2' - - - 12" - 12' - 5(TOP) f?' _ 11•++ - r2` - - r2' - 9' - 5(iOPj IV 6'6" t2++ 12" tz" 5" - - 12" 12' 12' 7• 5(BOTTOM) 12' S. 7T' 10' 12' 4' - - t2" 9 r/z' 9• 9. ._ (BOTTOM) 10' f0" - - - t0" -- - - 12" _ _ _ 6(TOP) 8' - - B' - - - to 112- - - - 6(TPP) B' - - _ 8• _ _ _ 12' _ _ _ 6(BOTTOM) 8• _ _ .. 6- _ _ _ y _ _ _ 6(BOTTOM) 7• _ _ 54 80TTOM _ _ - - _ t0 1/? - 7 P 5• 5' _ _ _ 7 112' 8• _ _ _ 8• - - - tY _- - 7(BOTTOM} -• 6" 7(BOTTOM) 12" ^- 12' 12" 12• 12" - - (TOP/BOTTOM) - - - - 12" - 12• 12' Y1' 6' - - 8{TOP/B07i0MJ 6' - 5'++ - G" - - 9 //2" - 4" - 1(rop) S" - 4•++ - 5' - ___ - B• - J' J 1/2' I(IOP) it' 49-++ 8- It- 3- 12- 11" i?" 8- 7 112" 4- 1, 9+(BOTTOM) 1o' J. 8'++ 7" 10' 3' 12'_. _12• ..._.12'_ .- 7' 6 r/z' - 1. 9+(BOTTOM) 12' - 9`++ - 71- - 17." tZ' 12" 2.9+(TOP) t0' - 7-++ - 12- - 12' 12• r?' - 6 112- - 2, 9+'(TOP) 11" 4- 9'++ 8" 11' 3' - - 12' B' 7 1/2• 4" 2(BOTTOM) 10.' 3" 8'++ T fD' 3' - - 12' 7" 6 1/2' J 1/2' 2(BOTTOM) 11' 4" 9'++ 8" it' J" - - 12" B' 7 Y/?' 4' 2A(BOTTOM) 10' 4` B-++ 7" 10" J' - - 17" T 6 1/2' J 1/2' 2A(BOTTOM) tJiO,-NLD 11' - 9'++ - if' - - - 12' - 7 i/2' - J&4 crop) +SSD,-60.0 10' - '8'++ - 10" - - - 72' - 6 1/2' - 3&d(TOP) 10 rt' 4- 9'++ 8" it" J• - - 72" B- r1/2' I 4" 3(BOTTOM) 38-0' TO to' 3' a.+/ 7" 70' J' - - tZ- T' G 1/2' 3 1/2' 3(BOTTOM) .t8'-0• +SSP,-6D.0 f1" 4- 9"++ 8" 17' J' To 72' 8" 4' 4(BOTTOM) +750,-60.0 10' 3' 8'++ 7' 70• J^ - 12' 7' 6 1!2' J 1!2' 4(BOTTOM) ....__....._...... ._ _......_._..... ..... ...__ 1T'-0' it, - 9"++ _ it' - - 12' - 5(r0P) r4' - 8.++ _ 10" - -- - 12• _ 6 1/2' _ 5 crop) 9-Y _.._.... __.-_._.•___.__ .._._...... f.� ..... 11' 4' It' J" - - 12' 8" 4' 5(BOTTOM) ' 8.++1 ' 7- 9' J' 12- 6 i/2' 6 1/2' J 1/1' 5(BOTTOM) 66- - - - 8 1/2- - - 6(TOP) - - 6' - - 7 112' - - - 6(TOP) 6- 5' 7• _ _ _ 6(BOTTOM) _ _ _ 5 _ _ _ 6 J/2" _ _ _ 6(BOTTOM) J ZA BOTTOM -.._.,.._.�._._. 4- - - I - 6 712- - - 7 - - - 4- - - - 5 1/2' 5- - - - 6 112' - - _ 7(BOTTOM) 4• _ _ _ 4- _ _ _ 6. _ _ _ 7(60710M) - - - - 6' - f2• J2' r2' S' - - (TOP/807TOM) - - - - 6- - !2' 72" !?- s- a(rOP/BO7TOM FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SVUD-SET ALLOWED FOR Ata MING SECAON 9. ACTUAL r, D. ZAU4C N4VM ++ ANCHORS SPACING ONLY APPU61T1T1Mg 1E 7O ZAC NATCIN ANCHORS FLORIDA BUILDING CODE (Non Hfgh Velocity Hurricane Zone) TaCpv /onwBOLr CUK-IN SOLID-SET CF TAP-GRw SEE SHEET 7&8 FOR ANCHORS nP£&SPAGNG FOR INSTALLATIONS Am WOOD nw(E 02415»L7fC0.Gvc. D.DJr(Jb BERTHA AL(1r{�IIN(/r1•l STOW PAIJEL r.R.L BUWNGS. ANEtJ4e7E5 r,4 MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 112'EDOE DISTANCE; (2.25" DEEP) DAWN BY,� ,86 .75 .78 1.00 FOR E.D.LESS THAN 3 112:REDUCE ANCHOR SPACING BY MULAPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING P3/ta/ts 2 112- - ,?1 .50 _ .80 FACTORS(MF..E.D.FOR CALK-1N ANCHORS&£LCO EASTERN METAL SUPPLY, INC DATE, PANEW7E IS 2 112-,AND J 112'FOR SOLID-SET ANCHORS).i N C. . #268 xEsr Ra40s Lw1vE 2' - .50 - _ _ FOR THIS OPERATION TD BE MADE REDUCED SPACINGS RESUL77NG FROM APPLYMG ABOVE ALLIT rES71Na&ENGINEERING COMPANY WEST PON BFACH,FL.7.H07 FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN 3•FOR ALL ANCHORS(IXCEPT �+NY.Tans sr...soa l+x+a�r.soa rz srras PHONE., (581)749-8267 FAX:(561)841-1718 15-044 Y 1/2" .35 - - _ +4.5-FOR RED HO.DYN46OLT ANCHORS). M.an:OrasTBn-ruo,r'ot:(xa)a7r-lur m.r• wrt m.rr aolvmr wr Omma No E8-0!106719 _ WALTER A DLLlr Jr.Aras it-m /r r FLLtRtOq ria 44187 sHEEl 7 01 14 CONCRETE ANCHORS CONCRETE ANCHORS ���...;;;��1 (SEE SCHEDULE) g (SEE SCHEDULE) NX 4"Max. GAP J 1/?�ax. GAP — I7 r r N NI o I POUREDN CONCRETE W POURED yj REOUITIID S Conf. CONCRETE I RfOU/RID � � 2 Cont. I I SECTION B-B SCALE: 1/6"= T" fXGSnNC--'' I Glass I I 1 h GLASS —� I-.CI nON I w ' 148/6, 14A/6. 1'Mi..SEPARA170N 1 W x (WHOLE) (WHOLES) 15,168/7 15,16A/7 i TO GLASS i W BUT NOTCHED 1/4•-20x7"S.S. I I I 16 EA CORNER® BOTTOM AS SIDEWALK BOLTS. I '^ III 1ETaL 2/7 SHOWN. SEE DETAILS I 2/15. (WHOLE) 114, I I I . .I W/7/8'0 r J/32` I I - W7NG NUT®!2'0.a I I = I 1 T_ 1/4'OI 20 x 1"S.S.M.S. I I W IMERIORLY REMOVABLE Q B 6'. .. 1.'.'. B- I a w/7/a'o.a/Jz' {. PANEL W/ I x WING NUT® 12"0.C I a L.' SIUEWAL77CC BOLTS (SEE DETAILS I 1 I I 2/7, 2 14) CONNECTED pDURID �,,, T'r, ! To �THRU CONCREIC voi I:'.' S/8 0 HOLES AT®B OR CONCRETE o I I POURED 1 MOCK WALL I I 1 III CONCRETE REQUIRED FASTENED AT REAR OR CONCROF BCOCKWA U WING NUT® EVERY REQUIRED W/7/8"0x3/32" o I I W I 2" TOR 10 OR(I SIDEWALK BOLT. C _ CONCRETE ANGHORS� 375 I 148/6• 14A/6, (SEE SCHEDULE) 15,1 6B// 15,16A/] ® CONCRETE ANCHORS (SEE SCHEDULE) FZIJ75' 3' CONCRETE ANCHORS (SEE SCHEDULE) 3' CO^L INTFx/ODRELxY�MDOOLTS DETAIL W) M14ox. max. ICJ 1 Min. I Min. �nf, CONN fED TO THRU 5/8'0 HOLES AT 6 O 6'O.0&FASTENED SECTION l0A SECTION IDB AT REArs wa7/ k'SID A K&OLT INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y sEcrlouS W SCALE: 1/8"_ ,•• SCALE:3/6'- 7 INSTALLATIONS VALID FOR PANELS n USED JOINTLY \\1a��lllllf+!!M„rr WITH INTERIORLY REMOVABLE PANELSU) Q SE ht%y FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) ozols nL/EcO,l4c 0.050" BERTHA ALUMINUM STORM PANEL F.R. (2.25" DEEP) mum BrIN 03/27/15 EASTERN METAL SUPPLY, INC,266�1-RDS DR,� WM PALM BEACH,FL.M407 'l�i ��, ,.'• T1LLT TESTING&ENGINEERING COMPANY 15-044 Mm"l;rz vlee PHONE. (661)209-826),FAX.'(56!)8/1-1776 (\,v�\�\ Phar:(AT,I9TI-ISN.r71:(.inS7B>,-1911 o®rnm' Ort �'.�4 t�rnM Mrs DRAWING No + OFES"\\1\\� W/LTEED- 9r.P.E. surEr BOF 14 FIG1fi1G11'It11111\S' FLORIN Oc. 14167 nss scr+mLrE DCX^ATES R£Wr1REO AACJAIR SPACNc MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR FDR A GM12N ASD.DtESW LOAD AND PMM LETYI7H f. 0. =EDGE DISTANCE A'�sa Dec'" `NLaD a` cwg?#=.FOR ASPiRR SPACING SCHEDULE FOR INSTILLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES sclrmBLE av sNEtT 4. I41X/MUM MAXIMUM ANCHORS SPACING FOR E.D.-3 1/2'•' MAXIMUM M XIMUN ANCHORS SPACING FOR E.D. J 1/2'•• APPLICABLE TOA(4MM ASro APPLICABLE TO 94XZW ASO. DESIGN TAPCONS ZAWC NAIU CALX-1N SOLID-SET RWEL.NTLS Cr TAP-GRIP SECTIONS/& PANEL DESIGN TAPCON.S ZAMAC NNUN/ —IN SOLID-SET PAIAEL14rES CF TAP-GRIP SECTIONS/& PANEL PRESSURE RED ND.DYN48OLT COMBINABO LENGRI PRESSURE RED HD.OINABOLT COMBINM1RO LLNGTH RATING10 1 10 1 PS CdNRLTE KISONRY LQW,YIE7E 1LLSOITR' CONCRETE 1T45YVI/TY COACRE7E 10.SDYITY CONCRGTE .IN70 50NRY CONCRETE I4lSONRY 70 TO TO TO to TO to TO OF DIEM 2"(/t.1 (P. 1) CgJCRETE ALLATYRf• L17/k,ACif.WtSONRY COI.CRETEI MASOMY GMCRE7E t4L50NRY CONCRETE UtWWTY CONJIML$gvR/1z' - 1z^ - 12' - - - 12' - 12r (YUP) 12 - 12'++ - 12" - - - 12" - 77(Top) 12• 1o" 1z12" 12' 8" 12' 12• 12' 12' 1z' 10 r/2' 1, 9+(BOTTOM) 12' 6" 12121Z' 5' 12" 12' 12f21f J/2' 1, 9f'(BOTIOM) -- - . ---- 12' - 12'++ - 12' 12' 12' 12" 12" - 12' - 2,9+(Top) 12" 6- 11"++ - f2' 12' 12' 72' 12' - 1f r/2' _ 2.9r(TOP) 12" 1o" 12'++ 12- 12' 8" - - 12` r2' 12` 10 1/2" z_(BOTTOM) 12' 6- 12++ 12' 12" 5' - 12" 12" It r/z" s 7/2' z(BOTTOM) 12' 1o' 12'++ 12' 12' 8- - - 12' I 12' 12^ to 1/2 2A(BOTTOM) 12" 6' 12'++ .12• 12" s' - - 12' 12' 1! r/z' 6 1/z" 2A(eoTraM1 rJQO,-4a.o r2' - 12'++ !2' - --------- 1z' ._- 1z" 3&4(1»PJ B'-0' +.U`.0.-40.0 12' - 12"+ - 12" - - _ 12" - 17 1/2' _ 3&4(TOP) OR 12'.. t0' 12'++ 12" 12' 6" - - 12' 12" 12' 10 1/2" J(BOTTOM) OR OR r2' 6" rz.7+ !2' r2' s• - - 12" 12' 11 1/2. 6 1/2' J(BOTTOM) 10•-O• LESS' !2' 10" 12"++ 12' 12' 8' - - 12` 12" 12" 10 1/2' 4(BOTTOM) LESS LESS 12" 6' 12++ 12" 12' 5- - - 12" 12' 11 1/2" 6 1/2' 4(BOTTOM) TO 12'-Jf' 12` ' - 12'+ - !z' - - - rz" - 1z' - s(TOP) rz' - 1z++ _ 17^ _ _ _ 12- - 11 1/2' - s(YUP) 12' r0' 12'++ 12' 12' a' - - f2' 1z' 12' l0 1/z' 5(BOTTOM) 12` 6' 12++ 12" 12• 5' - - Iz' 12• r1 1/2' s r/z` 5(a01roM) 12" - - - 12" - - - f2' - - - G(TOP) 10' - - - r0' - - - 12' - - - 6(YUP) 12' - - - f2' - - - 12• - - - 6(BOTTOM) e" - _ _ 8" _ _ _ r1' - - 6(80rTOM) SA BOTTOM 11" - - - f7' - - - 12" - - - 5A7BOPOM 7 _ _ _ _. %" - -. ._ 9 1/2" 7 11" - - - 12' - - - 7(BOTTOM) 7- - - - %' - - _ 7o" ... .. - 7(ROTTOM) - - -.._.....—.... .... - - - - 12" 6" 12' 12' 12" 12" - - (1Up/BOI7oM) - - - - 12" - !2' 12' 12 12' - - (TOP/BOTTOM) 12' - 12'+-t - lz' - - - 12• - 12' - I(TOP) .—_.._..._._.. . _._.......... .......- + ONLY TAPCON ANCHORS OR ALL POINT SOLID-SET At-LO*ED FOR MWNDNG SECTION 9. 12" 8' 12"++ 12. 12' 6' 12' 12' 12' 12" 72' 8 1/2- 1. 9+(80TTOM) ++ ANCHORS SPACING ONLY VALID FOR TAMAC NNUN. !2" - 12"++ 12' 12' 12' 12" IZ' 12" - 12" - 2 9E(fop) SEE SHEET 8&9 FOR ANCHORS 7YPE&SPACING 12" 8" 12'++ 12' 12" s' - - f2" 12' 12' 8 1/2' 2(BOTTOM) ' FOR MTALLA77ONNS INTO WOOD FRAME BUILDINGS. i2, 6^ 12^++ 12^ 12' 6' - - 12' 12' 12' 18 1/2" 24(BOTTOM) MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2"EDGE DISTANCE FOR E A LESS THAN J 1/2;REDUCE ANCHOR SPACING BY +JSO.-40.0 12" - 12"++ - 12' - - - 11' - 12' - J&4(TOP) MU1.77PLYING SPACINGS 5HO8N ON SCHEDULE BY THE FOLLOWING FACTORS. (Uh E A FOR CAU(-IN ANCHORS&ELCO OR 72"++ 12' 12" 6- - - 12' 12` 12" 6 1/2" J(BOTTOM) >8"-U' PANETA(4TE IS 2 1/2;AND J 1/2'FOR SOLID-SET ANCHORS)- Lm 12' 8" 12'++ 12' 12' 6• - - 12' 12" 12" 8 1/7' 4(BOTTOM) To '— --' r0-0' FACTOR 12 - 12++ - 12' - - - 12' - 12' - 5(TOP) ACTUAL E. D. ZAM4C AvWL, IZ' B" 12"++ 12' 12' 6- - - 12' 12" 12" 8 1/2" 5(BOTTOM) IAPCON /DYN460 FErKSWD-SET CF TAP-GRIP _ ._ _ PANEL7.(4rE5 12' — --_-- - 12" - - - 12" - - - 6(TOP) ,7' - .86 .78 1.00 !O" .. _ _ r0^ _ _ _ 12' _ _ _ 6(BOTTOM) 2 1/2" - .77 - .BO 9 _ - _ 9' _ _ _ 12' _ _ _ 5476 4 BOT/OM -7TOP 2' .509' _ _ _ 9' - _ _ 12' _ _ _ 7(BOTTOM) .JS _ - - - - 12' s 1z' rz' 12' 12' - - l7oP/BOTTOM) lut{n ���,n7 t t//l�7,r77 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) `% 02015 TILTECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL FP.c SLc' (2.25" DEEP) DRAWN BY. Na 4416 EASTERN METAL SUPPLY, INC 01241's- I L =0 ,,,-. 4268 WEST ROADS DRNE WEST PALM OFACIC FL.M407 r�(�L e TILLn TES77N0&ENGINEERING COMPANY 15-044 ".•.R.W.,tm(r,55'yy S1a Job.1F-- Gvm[I/S R>J769 PHONE(56()209-8267,FAY:(56!,1641-1716 �Tl,` rvmn:(So5,b11-Luo.! (JWf9Tl-lu1 G m. y pyr DRAWING No '1'4 s'1;+(! j,+p�r•..ytii l,`" ES-0006719 4.(.�,. �• WALTER A 7RL!Jr.P.E. as!I-� SHEET 6 OF 14 ''N l•';L?.�,� FlOR/DA Uc. 44167 CONCRETE ANCHORS CONCRETE ANCHORS cONCFEIE ANCTfORS E.D. CONCR67E ANCHORS 'E D. (SEE SCHEDULE) E.0. (SEE SCHEDULE) (SEE SCHEDULE) (SEE SCHEDULE) E. D. POURED POURED CONCRETE CONCRETE POURED CONCRETE EQ. 1 I f0.- FEQUIPOUR�CONCRETE- E0. I EO.— REOUIZ EO. I I E0. REQUIRED j-EO.— REW/RE0 \ \\\\\ I II k I I Na I I Hi I I H� I I I I —�5 C-, I I I --®c-, I I —�C-, I I —5 Cont. I I a I I I I I I I I a I I I ti 1' SEPARARON I W I TO GLASS 1 `Vv z �1'Min. GLASS,ROTI I I I—I'min-TO 5GE�770N i I � TU GLASS, I I W TO CLASSLAS'S T/ON I IBJ j I I h I I H I I DETAIL DETAIL 2 iE I W I I W r I 7/8"0 x J/J2' I I y I q I I 4i I WING Nur a a 16 I 7/8"0 x 3/J2' EVERY 5700 I I WWG NUT O B 0 12'o.c 7/8'o x J/Jz I 0 x 5132' ®rz STUD Cont. C. j t ( I I I I WING NUT a I L I 'EVERY 7/8' 5700 I I WING NUT O I I I ® Iz'D.C. I o-- I EVERY Brun I c<nr. L Cant. L 1 I I ALTERNATE LEC 'y LOG TION I 7 POURED CONCRETE I 1' SlABE or F I .� --- Cont. APPLMABLE REQUIRED I I EDGE.OF I AIERNA7E LEO 'y CONCRETE ANCHORS E.D. EDGE Of. I I I ,- STAB!F �LOCARON (SEE SCHEDULE) / REQUIRED ONCREIE� LE. 7 IAB IF 1 1 ZIUR.0 I I APPLICAB ——_— APPUCi1BLE u tiCONCRETE ANCHORS NCE CONCRETE ANCHORS SI (SEE SCHEDULE J D. REQU/Rm (SEE SCHEDULE J I—ED I I /I I I POURED JCONCRETE ANCHORS_ •� INTERIORLY REMOVABLE PANEL(DWI u CONCRETE (SEE SCHEDULE) u SECTION 11 A SECTION 1 1 B SIOEW41K BOLTS•(SEE DETAIL 2) REWIRED CONN TED TO 6 7HRU 516'9 FILING & FLOOR MOUNTING INSTALLATIONS HOLES Ar ®6'Q.G FASTENED SECTION 1 ZA SECTION f 28INTERIORLY REMOVABLE PANEL QW/ AT REAR W 7/l7'9xJ/S2'WING NUT STOEWALIC BOLTS EE DETAIL 2J SECTIONS 11 O EVERY SIDEWALK BOLT. CONV'TED TO B 7HRU 5/B'0 SCALE:J/6.- 1• T'F/LING d FLOOR MOUNTING /NST�LLATIONS ATHO�RFnR^TW`/ve;;a°iJz W`N�tN+u° ,/,•_28x,•SS.SIAEWACK BOLTS SECTIONS 12 'EVERY SIDE"'""HOLT. .1875' WIER10 SLWEEO HUD, EL j!1 t6 WU KEY FL'MDYfLBl.E PANELU SCALE:J/8'�' I' EHRU KEY o N O 0'OC. W/r/4"-20 fM AT REAR. I 0 am' EWWLE INSTALLATIONS VALID FOR PANELS(I)USED JOINTLY D. i WITH INTERIORLY REMOVABLE PANELS n I I � 1 I YYai (f ilt'�yIi?':ii7 . I.. 10 � I �� T '7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone E.D.a EDGE DISTANCE 020r5 RLTECO,INC 0.050" BERTHA 25"�DEEP)STORM PANEL fR.L C (SEE SCMEDNILE ON •• 1 DRAW 9Y. .1875" ��� 031241r5 ,r,' ,�C EASTERN METAL SUPPLY, INC DTE I/4'Hour o 6.O.C. ^D•• �j 16GT:AYE✓ N " „"G C O t Mc. 1268 wESr R6a0s DRhE .050" NOTE FOR COMBINA170H OF SECTIONS: / "�/YV� ''• �LC• •.4yQ,� nLL/T JE57W0 k ENOlNfERING COMPANY WEST PALM BEACH,R J5407 15-044 (� >, PHONE(56!209-8265,FAX: DETA/L 7 — INSTAL1A710N OF �4X/� FLOOR CEILING MOUNTING SEC71ONS CAN BE '"•• IDRIU' V•" aw nr.1EC�,s su.w:.wxa>,¢umtrs n arca ) (561)841-1716 / L� ••i •n 1-1(Ytl)87r-r6Y0.{'ov:(]61Jrrr-151r ortan[M rt [�rxw art ORAWINc Na SIDEWALK BOLTS O REMOVABLE PANEL, COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 'xjrt_(S't^ "•• �tp ,��e EB-0006719 rr_� 'rr V/QjYI �e y1 WATER A DWT Jr.P.£. SHEET 9 OF 14 SCALE I•-I' //7I/ r ri t'• ky1Y� ROPo04 L•. N167 MAV AMM ASD DESIGN PRESSURE RATBVG (n 1,) AND C09MSPONDING bL9XA[U3(ANGFLOR MCA'G SChr'OUIR FOR INSTALLATIONS DT CONCIi= AND CONCRrTF' BOCK MUCUM0 uamlx wmaM Awns sT>{G)x;roe a o.-J r/r• '�E ro ASA amyl .¢CPgVS/Q MlrrW FAnri. rnr>awr AeA2AP� care-Hex ss{ rAruc rw.H dura+ sao-sr n'cw-m• vwwwtrs rwafurt vns Iro ss rucxw �.�,� r�cnl z•(rt) mcomml ro erNT ro arCatE7E ro lax m GL.(aTQTE ro a 712' 12' N/A 12' N/A N/A N/A ' N/A N/A N/A N/A N/A 12' N/A 12" N/A f2' NIA r0(IOP) 12" 4' 12" 10' N/A N/A " 9" N/A N/A NIA N/A 12' B 11' 7 1/1' 12' 6IOC(eOTTam) 12' N/A 12' 7' NIA WA 6 1/2WA NIA NIA N/A 118' 12' S 1/1" f2' 4' 1°e(8011 1/1' NIA 12' N/A N/A WA N/A N/A N/A N/A N/A 12' N/A 12' N/A f2' WA 11(7OP) 53.5,-63.5 8 1/2" N/A 12' N/A N/A N/A 2' IIIA IVA NIA N/A N/A II 1/2' NIA 11' N/A 9 1/2' N/A IIA(BOTTOM) 9'-0"OR 11:55 N/A N/A N/A N/A N/A N/A N/A NIA NIA N/A N/A N/A J' N/A J. N/A J" N/A I)a(BOTTOM) 11 1/2' N/A f2' N/A N/A N/A 12' N/A NIA NIA NIA N/A 12' N/A 12" N/A 12' N/A 11(70P) 8 1/1' N/A 11' HIA NIA N/A 7 I/2' NIA N/A N/A N/A NIA I1 112' NIA 11' NIA 9 1/1" N/A fZA(U(1n01f) J'•• NIA NIA H/A N/A N/A J' NIA N/A NIA NIA NIA 4' N/A 4' NIA 4' NIA 72B(ODTJOID E. D. =EDGE DISTANCE ANCHORS LEC-END *�f�E ANC OR SPAS BY MVL P YTNG FOR NG s OW ON SCCH£DIARFOR EUY THE FOOLLD.LESS OW/Nc FACTORS. ** LIMITED TO 5'-4" MAX. SPAN. NH ANCHOR TYPE ANCHOR (NOTE.•Min.E D./L1A FALX-IN AA'CFAOR.S IS 2 1/2') SPACING FOR THIS OPERANOY TO BE POS/BLE,REpUCE°SPACING MIAMI?USING FACTOR S/9 U Nor BE 410 55 TAPCON,7AMAC NMLING. LESS MAN MINLMUO SPACING INDICATED FOR EACII ANCHOR TYPE AT ANCHORS LEGEND. CF TAP-GRIP,PANELAmTE OR PANELANTE PLUS JO' FACTOR ACTUAL L.D.RECU/AR TAPOON It INNC NALLW CRE7E-REX SS4 d CALK-IN 4l0 S,S TAPCON PANG LCIE OR PANE7MA7E.PLUS. CALK-1N SOD°-SEI CF IAP-CM SOLID-SEf J.5' J' - .86 .75 .78 1.00 CRETE TAD(554 6.0- 2 7/2" - .71 .50 - .BO REGULAR TiWCON/N BLOCK 4.0' 2' S0 - 1 1/2' 0_15 - - - - REGULAR TAPCON 1N CONCRETE JO' FRiA.cr�,�/7j7j .�Q�• ."'•�(�T1% FLORIDA BUILDING CODE Non Nigh Velocity Nurrleone Zone) �1C`T�SF I% ozofs nLTECD,Inc 0.050" BERTHA ALUMINUM STORM PANEL rR.L ? (2.25" DEEP) 0+1µ'N 15 EASTERN METAL SUPPLY, INC 03124115 1 L ECO INC. 42M WEST RO"S DRIVE F C S! BEST PAW WApC R.JJ•W7 _ S,��y%{��. 7� • .� TNIJT TEsums,B ENGINEERING COMPANY 15-044 �' u R I L P C.� , nus x*.JmA l Sm..>m,Irr_•u warts a.Ulee PHONE (561)109-B2CJ TAX:(u`61)84I-)IIs � S q.Y,`ti' amr r(Ae,Zl71-150.r•(AAMn-rSTr 0.waor+lw al vro• O2147NO Na /''g70inTNAL E�1�a�� Ee DDosn9 V � WALTER A L! ✓r. PF lA rr-sn /I SNEE7 10 Or 14 ALOmw uo.77441sT 1•x 2"x.125'(Min.) ALUM TUBE W/!/4'0 1/40 LAG SCREWS O 6' GC SCREWS O 6'O.C. I/4 0 LAC SCREWS O 6' W/1 I/2'Min. THREADED 1/4'0 LAC SCREWS d I I/4"0 NC SCREWS O 0.0 W/! 1/2'M/n. PENETRATION 70 IXIS7/NG 6.O.0 W/1 1/2'A6n. 6'O.C. W/1 1/2'Nin. 1HRFADID PENEIRARON IO MREAOID PLNE7R/710N TO 7HRFAr.FD PENEIRAIION 10 EXISTING WOOD . WOOD JIEADER7HRFADED PENE/RAI/ON JOIX/57lA'G WWD HEADER THREADE WOOD HEADER. rSnl'O WOOD HEADER. ' 0230"0.250' .500• 0.Ak. , � 0rIS"N.0 1 O' I• I �' 2 -.. .. 2 I Nin. I Mln. I I uln. I 3 Cont. Mn' i 3 Con Mn I 3 Cont. 4 o - I Cont Cont � [�';.,.,.: ' I ��;• I � ;:•..; � � WOOD HEA I m RfONRID I T O o WOOD WOOD R WOW HEADER REOU/RED JLEIOER i W000 HEADER --.REW/RED I 1 �j Nu REWIRED I c REOU/KED NIMMUM I ym� 1•MM'IYUY I 2 1"RAVOWM I W SEPA IM TO C I SEPA24nON ro 2 2 CLASS I Z �'MAn ro GLASS ALTERNATIVE 1 h U z z 1/f•0 x J/f'/TW eurznEx TEK scREws !/a'o ITw O 6uitaEx I _.. ! O 6'O.C. I 7EK SCREWS O 6'O.0 T W I'MNAIU14 —Q 1"N/mMUM 1/4•-0-20 I `ffRlll • • I a SEPARA7ION 70 tl SEPARIOON TO UOLT W/ Lj .:' .... u .:': I 7/e"A xI " GIASS CLASS I 7/8'0 x 3/J2- I y /,72'WNGY R K.Vo NUT O 4 I 1/4.0-20 r p I NUi O FLERYI LYERY SND O Min. 500 BOLT 0 .500• .-_r SND O 12'0.0 I 7/B x z'O.C, h. 7/8'P x 3/32 3/J2'Wlnc I WING Nur o I NUT O Llk7iY I 'I EVERY STUD O EO n n SND O 12'O.C. VE O.G L 1/4"0-20 x 3!x" I — I•+•' 801,15 W/7/B EO 0 Con(. J/J2'WING NU7 O T 12"O.G 0 W L 1/4"0-20 S.S.]Cont. 7/0 $ T BOLTS a 12'O. C.EO Conf. RE HIREC Cont. W/NUT 8 WASHER40.G%!CHEWS ® 1-00' Conf. - I•x 4'x.123'(Min.)l f0 LAC SCREWS O 6" 1"r 4"x.125'(Min) RFAOE'D PENEYAADON O.C. W/! 1/2"Min. WOOD SR/D -T5 am. (Conf.) �-606J-75 Alum. NBE(Cont.) MIDW/DTH OF PLATE. 1 40 LAC SCREWS O 6" O 24 O.G .500'2'ARP O.C. W/! 1/2'Min. 2" 'P 7HREADEDPENETRA7ION OYin. !/4.0 lAG SCREWS O "? (2) 1/4'0 LAG STHREADED PENEM71ON O E LAIR c M/DW/DR4 OF PLATE CH SND(MIDW7DRi OF EACH STUD(MIDW/DTH OF MIDW/DTH OF PLATE. SND,2"Min.NOMINAL)ANO STUD.2"Mm.NOMINAL)AND W/2'Mln. THREADED PENETTWBON W/2"Min. THREADED PENETRABON ` INFO EXISTING 57UD. INTO EXISTING SND. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE.5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON 1•MHTMUM I T SECTIONS A SCALE +/4•- I• EXISTING WOOD BUILDINGS LIC -I/4"0-20 x J14" BOLTS W/7/8 NOTES., 72 O.CNG Nur A -• Q//� 77:" 7. 1NSTALLA77ONS ARE ONLY VAUD FOR MAX.ASD. DESIGN PRESSURE 7: „�j �• �':'•. RATING UP TO+65.0• -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0". W2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE W -Qj Cont SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL NN // 0.500' /,`'7�j/�S�'���1+��\•��� /! a tT ' 140 LAC SCREWS O 6" 11711111,1) o.c.W/1 1/2•MTh. FLORIDA BiUILDINfCODE (Non High VelocityHurricane Zone) T2' U!R THREADED PLWEM77ON O M/DW/OTH OF PLATE NOTE FOR COMB/NAN OF SECTIONS: 02015 Tx7rCO,NC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L 710 (2.25" DEEP) aenwN Ir' WALL MOUNI7NG SECTIONS CAN BE COMBINED ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALLATION. DS/sw-. EASTERN METAL SUPPLY, INC �„� /TlL ECO 1 H G. 4266 WEST ROADS aW& i7wr TESTING rE ENGINEERING COMPANY WL3T PAW 2W...I . JNO7 15-044 nzS4 R►..TOM. Sev Oat N:2xx1 GvmOaC n.U109 PHONE.!(56f)109-B2GJ.FAX.'(561)0!1-1716 Il6l 0. a(salerf-I4JI a.v.w r✓,x. NYvs ORAWND No ES-0 E8-0006719 WFITER A nfUT 14Jr.P.167E SHEET If OF li ROR/D4 L'c. i : t 1/4'0 LAC SCREWS O 6'O. 1/4'0 LAG SCREWS O r/4"0 !AG SCREWS O 4"O.C.W/1 1/2'Min. 4'0.C W/1 1/2'Min. h C. W/1 1/2'Min. THREADED 1/4'0-20 FICO THREADED PENET67Q 7HRE4DED PENETRATION PENETRATION TO EXlS71NG WOOD mole./remclo W DUSTING rioOD BEAM. TO Ex1SnmC WOOD SCAM HEADER. PANELMATE O 12' - 11 Cont. O.C.O Q1 & 1 ONI - ,_ B' Nin. EX/STNG6'O.C O Q POSITION•) WOOD BFAM REOU/REO. WOOD B�(ML.) 0-10 S.S BOLTS o •W/1 7/8'Min. E SIRUC7URAL AD£QUACr E SMUCIVRAL ADEQUACY W/NUT&WASHER PENETRATON / V4�0 U!G 1112SCREW5 I OF EUSRNC WOOD BEAM OF DRSI?NG WOOD BOW 1 1"Min 6'0.C. W/I !/2'Min. TO BE COUIRED BY TO BE CERTRED BY THREADED PENETRATON REGISTERED ENGINEER OR REGISTERED ENGINEER OR 0.250' I TO FX/STNG WDDD ARCNII£C7 PRIOR N M9x. I 1 A HEADER. SHUTTER INSTALJATKIN. SHUrEARCHITECT PRIOR TO SHURER INSTALLATION. 1 0.500' I CONE I Min. I 5 Cont Min. 0 2' ;,,•s•:-WOOD HEADER I i m Conn. I -1/4'0-20 x J/4r" o I 5 w LJ-1J,•.�,s REQUIRED I I I �+ I DOLTS W/7/B W I Cont m 3 WOOD HE40EH J/J2"W/NC NUr m I I o REQUIRED I O I An I O 72'O.C.O 7 I ti 1'MINIMUM I g'r I 2 WOOD HEADER I I $��.I I'MINIMUM I SEPARATION TO I m I REQUIRED I I'MINIMUM I &O G'O.C O GRASS I I h SEPARATION TO T 2 SEPATO CCLIISS 1 2 I l'M1NlMUM A GLASS 1 W I W 2 SEPARATION T I _ t ALTERNATIVE 8 to GLASS Z 'MINIMUM i yJ SEPA2477ON TO GRASS I I CON1 T. j � I 1 I r/4"0 11W HULL OIX I I I 1 7/8"x J/32' 4+ TEK SCREWS O G"o c. I I I % I WING NUT 0 4 1/4"0-•10 x 1 �2" I j j 12"O.C. I 2'x 6' b BOLTS 1 WOODGOECK MOOD DECK x J/J2 I EO 3 ®OR 9 I REQUIRED WING NUI O I K EQ I REQUIRED Conf. 12'O.C. J' .500"9 I 0 RAC SCREWS O - --. I WOOD 6"O.C.W/1 1/2"Min. - Min in.Cont. I 1/4'0-10 ELCO pN� THREADED PENEMILON 1 male/%mote PEON O MIDW7D7H OF PLATE PANELM4TE O 11' LO E-0 0.500' ALTERNATE O. C. W/1 7/6' 1 ONE 1" 1 4'0-20 x J/ TH 4' LEG LOCA77ON E /RED AN,PENETRATION O 1 <'0 RAC SCREWS O 1/4'0 NC SCREWS O DOL75 IV 7/8 x MIDNOOF PLATE (OPEN POSITON•) 4'O.C. W/1 1/2"MHT. 4"O.C.W/1 1/2'Min. J/J2" T WO�D SND t T,"In T*'Min. I THREADED I'ENE7RAT0N THREADED PENETRATIOV. O 12'WING NU0.C R 29'0.D C 111!'G. /9"0-2207715 S.BOLTS O REQUIRED I .. T2 0.C.W/NUT&WASHER. I I MINIMUM i 1 ALTERNATIVE 1 ALTERNATIVE 2 SEPARATION o.e 1'x 4'x.125'(Ar-) I TO CLASS 6OW-75 Nom. TUBE(Conn.) 1 C°"' CEILING & FLOOR MOUNTING INSTALLATIONS (2) 1/4'0 LAG SCREWS O ALTERNATIVE 10 7/8.x JIJ2' EACH SND(MIDWIDTH OF 7'• I —WING NUT o SECTIONS B SLUE:1/4'= 1" SND,2'Min.THREADED EQ I EA.SND NOMINAL)AND W 2'MIN. ALTERNATIVE 9 PENE7RATON INYO ExlsnlJc EQ SND. •NRS:SNAP CAP ro REMAIN CLOSED AT N WALL MOUNTING INSTALLATIONS woDD HURRICANE CONDITIONS. PRATE1. ONr. SECTIONS A SCALE: 1/4'- 1" REQUIRED (OPEN POSITION SECTION m STUD TYP. TOP/BOTTOM NOTE FOR COMB/NA77ON OF SEC77ONS: ALTERNATIVE 11 FLOOR/WAIL/CEIUNG MOUNTING SECTIONS CAN OE COMBINED IN ANY WAY TO SU/T ANY INSTALLATION. INSTALLATlD(Ar[,`7t ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High VBlocily Hurricane Zone) '''�•' F ozors TRTEcO, Na 0.050"BERTHA ALUMINUM STORM PANEL r.RL NoiEs: No.44167 (2.25" DEEP) DRAW V. 1. INSTALLATIONS ARE ONLY VAUD FOR MAX.A-S.C. DESIGN PRESSURE DJ/z4/16 RATING UP TO +65.0, -72.0 Psf AND PANEL'S LENGTHS UP TO 9'-0- •• 1 C' EASTERN METAL SUPPLY, INC DATE. FOR WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE SOUTHERN •' ` Q 1Nc. 426.wEsB duos JR E. WEST PAW BOTCH,FL DRIVE '../•r D� 'w TLLl7 TESTING 0:ENGINEERING COMPANY pI/ONE 56/ (561)641-1716 IS-044 PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. ' '( Icy T{� nw X:xrn.s .w5 xxow+c+mfxc a.urm ( )209-B26J,FAX, ,ii .. ..• �� npn•:(.mI-I,vo.Tm: 71 owl Po'.vrxr euf YmY✓mW DRAWING No r' c'.��' a `.• EB-0006719 A�'/ Ir ISI�AH`•'Al,.,� WALTER A. RLUT jr P.E. 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W1 1 112'MIN. 1 Min.PFNETR4170M MROADED PENETRARON 0 M/DWLDM OF PLATE. 2'x 4'PLATE MIOWIDM OF MATE 2'. 4'PLA REQUIRED REQUIRED INTERIORLY REMOVABLE PANEL QI W/ SIDEWALK-OLYS,WE DETAIL 2) CONN !ED 70(I/6'MRU 5/810 ` HOLES AT 6®6"O.0 @ FASTENED \\\\NI•L•'1 PlrlJr',., AT REAR W 7/8%rJ/32'WTNO NUT ALTERNAT/VE 12A* ALTERNATIVE 12B* o EVERT sDEWALk BOLT. �1�L�L '253 p �WALL MOUNTM INSTALLATIONS SECTIONS 12 r`o , "'"' OF *VALID FOR Max. +63.5, -63.5 psf. .( �{ SCALE: 1/4 - I" - A.S.D. DESIGN PRESSURE RATING �o:l•.,�A1DP ,••,��,. INSTALLATIONS VALID FOR PANELS n USED TN JOINTLY ' �'�ql�n ut` W/ INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane zone) 020,5 TIVECO,IHc 0.050"BERTHA ALUMINUM STORM PANEL rR.L. (2.25'•DEEP) DRAWN 6r. EASTERN METAL SUPPLY, INC 7J/DAAM15 4266 MOST RGAOS DAA£ nLJr TESTING 4'ENGINEERING COMPANY MEET PALM MCH,FL JJ407 1$-044 nag HV.JMy x sla ssl.WAval GRLta4 6 01,06 PHONE.•(561)209-6263,FAX:(561)841-1716 EB-000377 ,,n..w DRAWING No EB-09 ®� WALTER A TILLITJr.P.E. 11'� SHEET IJ OF la FLCVMA Lin. 44,67IF I 1/410 S.S.LAG SCREW ....h ..T - 114-0 S.S.LAG SCREW O 4"O.C. W/r 1/2"urN. I -{-ALTERNATIVELY, TRACK MAY BE ATTACHED O 4"O.C. W/1 r/2"MIN.- MRFADED PENETRATION TO HOLLOW CEILING AS PER DETAILS SHOWNTHRFADf.O PENEMABON _4"x s"(Mint IXISTINC ON ALTERNATIVE 9A, SHEET IJ. _4 x e"(Min.)FXIS'RNC E WOOD BEAM REOWRED. E STRUCTURAL ADEO E STRUCTURAL ADEQUACY OF OOSnNG WOOD OF EXIS77NG WOOD BEAM TO BE CER77FIED 11410 SS.LAG SCREWY BEAM TO BE CERRFlED !/4'0 S.S.(AC SCREY/ BY REGISTERED ENGINEER BY REGISTERED ENGINEER E ®1"O.C.W/f I/2'M/N. E OR ARCHITECT PRIOR A 4"O.C. W/I I/2'MIN. OR ARCHITECT PRIOR THREADED PENETRATION !0 SHUTTER INSTAW770N.('-I") THREADED PENElRARON To SNLn7ER lNSTALLARON.(-F> 0.25' 0.25" 0.25' 0.25" —moi I I I I � � I —Qs -�I1 —lJ 3 I —t. Cant. Cont. O Cont. o 5F£SCHEOUtf I SEE SCHEDULE SEE SCHEDULE O w FOR Nin. I 1 FOR Min. IXS G FOR Nin. I 1 m 2 SEE SCNELIIIE W SEPARATIONG EJCIS7ING- SFPARARON W STO GL4 5 G✓ NG FOR Min. GLASS TO GLASS i V - 70 GLASS I Y SO�SSN I O ` I 2 DETAI 2 V I y J/4" I A T I 1 a 4 4 1 DF.TNL 2 W I 7/1"0 x J/J2" I718.0 oJ2 I 7wNc iruT®J2 rt v/ 7/B'0 x J/J2' N7NC NUT O WING NUT® EVERY SND B ©7 EYERY STUD 1 EVERY SND 72"O.C. O rz'O.C. Cont. C. O iz"0.C.®2" C. o.OALTERNATE -LEC OGITONG LOCION /f—Ct5 " I'r \I 5 - `._.._- ..... 1 --1- M90D DECK - WODU DECK 2"x I. -�. --� MCOD DECK - lNJOD DECK .1•� RECU/RED RMUIRID - ,' REQUIRED ter• REONRED L_ INTERIORLY REMOVABLE PANEL OI W/ INTERIORLY REMOVABLE PANEL(DWI I/4'0 LAC SCREWS 0 1'O.C. SIDEWALK BOLTS EE UETAIL 2) 1/4b LAC SCREWS O 4'O.C. 11410 !AC SCREWS a 2'U.C.- SIDEWALK BOL15,(�'£E DETAIL 2) CONN TED 70 1 MRU 5/B% W/f I/1'MIN. n/RFAOEU PFNEIRARON W/1 1/2'NIM THREADED PENE7I7AnON CONN TED 10(111 THRU 6/610 I/4% LAG SCREWS O 4"O.C. W/1 i/2'MIN. THREADED PFNL7RAnON HOLES AT I I O 6'O.0 k FASTENED HOLES AT 1 O 6"O.0&FASTENED W/1 1/2"MIN. THREADED PENE7NARON Ar RFM W 7/8%xJ/J2'WING NUT AT REM W 7/B%xJ/J2"W/NC NUT ®EYEITY SIDEWALK BOLT. O EVERY SIDEWALK BOLT. ALTERNATIVE 13A ALTERNATIVE 138 ALTERNATIVE 146 ALTERNATIVE 14B CEILING & FLOOR MOUNTING INSTALLATIONS CEILING A FLOOR MOUNTING INSTALLaTlONS SECTIONS I3 SECTIONS 14 �� ,..••• ..• d SCALE: 1/4"= r' SCALE: 1/4" 1' •.�S1Q•,•'��C EnI SF•.9•�� gvcwmx 8LY75, 16 W/J/4'SLOTTED HrAD,rDIED dRERp KEY REMOV.1&L PANII 7�''. _ DIIR/ /LOGE W1114-20 HDT RTAR, 1 NOTE FOR COMBINATION OF SEC77ONS: ]/B' r J/IZ' RDgVAUI£ T WINE Nf?J �� °i� FLOOR/CEILING MOUTHING SECTIONS CAN BE !.A.'• F^ •' /a' 0 6'0.C. COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. INSTALLATION DETAILS ON EXISTING WOOD BU/LD/Nf�, ':' ��.p1G` , '<�•`' 11 I I I`tl°//namn�iuuA"`'`� m I I FLORIDA BUILDING CODE (Non Illgh Velocity Hu one Zone I I NOTES: 02015 RLTECO.INC. 0.050'BERTHA ALUMINUM STORM PANEL F.R.1 I .1. INSTALLA77ONS ARE ONLY VALID FOR A.S.D- DESIGN PRESSURE R477NG (2.25' DEEP) DRAWN Imo' .1976' UPTO +65.0, -65.0 psr AND PANEL'S LENGTHS UP TO 9'-0'. 03124115 — EASTERN METAL SUPPLY, INC DATE 2 noLC a 5'0.a 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS To BE SOUTHERN TIL ECO 1 N C. 42!19 WEST RLL7D5 ORrvE DETAIL 2 - INSTALLATION OF 1/41'x1' PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. "(Esr vV9-9curL FL JJ4O7 714/T TESTING G ENGINEERING COMPANY PHONE.(56!)208-81G7,FAx:(S6I)81i-1779 15-044 SIDEWALK BOLTS O REMOVABLE PANEL 1 Ano�e:(JroJeTi-ren (JRIHsn-rvr m:n. mans arr aorvra+ art ORAwrxc No SCALE I'-1' E8-00067I9JM' WALTER aoR�w A kf,Ir.441sTP.E. SN£ET!I[M 11 ela.