Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL - SHUTTERS STORM PANELS IAM21 Florida Building Code Online Business & Professional Regulatio bikk OOS Ho— Loy In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BM SRa Map Links Search Product Approval File Copy or t w USER!Public User . a P£4LIICS.A 319 al Melu1..>Product or Application Search>Application Lis[>Application Detail FL# FL11968-R5 Application Type �,tVit I� ,� 10 Revision ` L.11 M�Code Version 2020 Application Status Approved ED FOR Comments CODE COMPLIANCE Archived ST. L CIE COUNTY �I�Product Manufacturer Eastern Metal Supply BOCr1 I4q Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 bfeeley@easternmetal.com Authorized Signature Bill Feeley bfeeley@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A.Tillit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date C2/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL11968 R5 COI ct)1 EM5__g.040.udf F:Li1968 R5 CdI G(7I Mc n n5n � EL11968 RS COI_COT EM5 2A4& FLIU-68 R5 Co_C0I EMS CLl2A&pjff Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4oDODf7Fri 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/iS/2020 Summary of Products FL# Model,Number or Name Description r 11968.1 _ 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11266 R5 II DRWING EMS tL040.p_df Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile, Max.span is 12'-0"for+25,-25 p.s.f. ff jj968 R5 Ae PER EMS U.040.pdt and 4'-0"for+125,-130 p.s.f.for sections 1, 3,4,6,7,8,8A, Created by Independent Third Party: Yes 9 and 11. See sheet 10 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-182 Limits of Use Y stallation Instructions Approved for use in HVHZ: No 1-I.11968 R5 II DRWING M_5__D_0,5%pdf 0 Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports 11 Other:Large Missile. Max,span is 12'-11"for+30,-30 p.s FL11968 R5 AE PER EMS 0.050.12d and 8'-2"for+75,-80 p.s.f. for mountings without"h"head r. Created by Independent Third Party:Yes See sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by — ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 20-181 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 2.4.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:Large Missile. Max.span is 9'-8"for+30, -40 p.s.f.and F1.11968 R5 AE 11 R EMS 24..pdf 7-2"for+70,-80 p.s.f.for panels mounted without"H"header. Created by Independent Third Party:Yes See sheet 4 of Installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 31968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Umits of Use — installation Instructions Approved for use in HVHZ: No &i_19 68 R5 II _RM ING EMS QjQ6r IL f lApproved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. FL11968 R5 AE PER EMS CLEAk.Ddf A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See Created by Independent Third Party:Yes sheet 3 of installation drawings for other spans and pressures. ----- Valid only for wind zones 1,2&3 as defined by ASTM E-1996. contact us::2601 Blair Stone Road.Tallahassee FL 32399Phone:OSO-487-1824 The State of Florida Is an AA/EEO employer.Caoyrieht 2007-2013 State of Florida.::EdYACLijilittaAa::Accesslbllify 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 www.floridebuildino.orc/or/or ann rill aer...�..e.s..-•r __.- GENERAL NOTES: NOTES. i. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.GD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE B.1)MINIMUM EMBEDMENT OF YAPCON. ELCO PANfLMIATE, AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WITH THE 2020(Nh W MON)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL AN of INSTALLED AT HIGH VELOCITY UNIT SHALL BE 1 1/4-: 1 1/8-FOR ZAMAC NAILIN ANCHORS AND 1 1/8'FOR REV HEAD DYIMBOLT SLEEVE ANCHORS HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTK7N1101 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS 0.2) 7/8"CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS 07LL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd= 0.85, SHALL BE PERM7TIFD. 1/4-0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND I" USING AWE 7-16 SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU Y. MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER AWT 7-18 S94U BE FIRST B.3)MINIMUM EMBEDMENT OF 1/IY x 5/4'ALL POINTS SOUO-SET ANCHORS SHALL BE 718'INTO THE CONCRETE BLOCK. NO REDUCED TO A.S.D. DESIGN WIND LOADS BY MULHPtY1NG THEM 8Y 0.6/N ORDER TO COMPARE THESE W/MAX. (A.S.0)DESIGN EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-1-20 SS,MACHINE SCREW USED SHALL Of 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1'MINIMUM FOR WALLS WITH NO STUCCO. PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A J3X INCREASE 8.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS77NG WALL, ANCHORS SHALL BE 1N ALLOWABLE STRESS FOR WINO LOADS WASH USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFICATION OF FASTENERS IN WOOD. 0.1)AND 8.2)ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERIFIED/N ACCORDANCE WITH SECTION 1906.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER AIL REPORTS/0121.01-SOIL, /0529.01-00, /0525.01-00 AND fOS11.01-03 AND MANUFACTURER. 00617.02-04,AS PER IMPACT TESTING EOUIVALENT TO AS7M E-1996 STANDARD 8 ASTM E 550-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1. 2&3 AS DEFINED BY ASTM E-1996 STANDARD;AND/0221.01-01 PER TAS 201. 702 k 203 7. PANELS MAY ALSO BE lNSU[!£D HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 8(SHEET S A I 2. ALL ALUMINUM SHEET METAL PANELS SMALL HAVE 5052-N52 OR 3004-HJ4 ALLOY. OF 9)EXCEPT THAT HEADERS 3. 4 k 5 SMALL NOT BE USED. 3. ALL ALUMINUM EXIRUSMNS�,t(ALL B£ALUM/NUM AS /ANON 6063-IS ALLOY! TEMPER UNLESS OTHERWISE NOTED. 8. H SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 4 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING.ALL ALUMINUM EX/ROSIONS IN CONTACT ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR W000 FRAME WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION lR L-6 OF THE 7015 ALUM/NUM DESIGN MANUAL. 1 BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 4.ALL SCREWS TO of STAINLESS 57EEL 304 OR J76 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN THE BUILDING TO PREVENT WN0/RAM INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 1 50018 W/50 kW YIELD STRENGTH AND 90 ks/TENSILE STRENGTH R SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.1$.& 10. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPfCIf1C PROJECT' S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 kr/MINIMUM YIELD STRENGTH. L4. WHERE THE SHE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS 6. ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) PRODUCT, BASED ON THIS P.F.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM INC CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING POURED CONCRETE, - 1/4.1 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4'1 Cr TAP-GRIP ANCHORS(BERTHA SIUD-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'1 24MAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. (d)SITE SPECIFICPROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ATHE PR T WHICH WILL BECOME TN£ - 1/4-1 x 7/8'CALK-IN ANCHORS OR ELCO mole&lama/, "PANEIMATE'AS MANUFACTURED ENGINEER OF RECORD(C.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. BY DEWMT INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELYENGINEER OF RECORD, ACTING AS A OLL£64TED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE S17-F SPECIFIC DRAWINGS FOR REVIEW. - 1/4'1 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. i (,) THIS SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER Of RECORD THAT NOTES: A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 FOR 2AMAC NAILIN ANCHORS 15 1 3/8 FOR ELCO PANEIMATE ANCHORS IS 1 3/4-AND FOR CF YAP-GRIP ANCHORS IS 1 1/4'. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA770H AT STORM PANEL IN ACCORDANCE WITH SEC17ON 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO LABELING TO COMPLY WEH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL BE PERMITTED. I/4"/-10 SCREWS USED SHALL BE 1 7/2'LONG MINIMUM SHOULD STUCCO EXIST, AND I- MINIMUM FOR WALLS WITH NO STUCCO, A.3)MINIMUM EMBEDMENT Of 11410 s 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INFO THE POURED CONCRETE. NO EMBEDMENT INTO 57MCO SHALL BE PERMITTED. 1/4"1-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD SIUCCO EXIST, AND I'MINIMUM FOR WALLS WITH NO STUCCO. A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE USED TO INDICATED ON NOTES A.1)k A.2)ABOVE. OBTAIN PERMITS IN THE STATP OF FLORIDA (9) TO EXISTING CONCRETE BLOCK WALL: - 1/4'1 UPCON ANCHORS AS WNUFACTURED BY I.TW. BUILD£X. - I/4-1 CF TAP-GRIP ANCHORS(BERTHA STUD-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'1 ZAAGC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC- - 114'1 x 7/8'CALK-IN ANCHORS OR ELCO w/, d /sm,/e PANELM,ITE'AS MANUFACTURED �ANNHWA.71 FNs BY OCWALT, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. (ER......(L/ ' FLORIDA BUILDING CODE (Non H10h VdocNy Hu can* Zone) 1/4"/R£314'ALL POINTS DYNABOL7 SOLID-SET ANCNORSRASAMANUFARIBUTED CTURED BY ALL BY I,i.W.0INTS 8U{LDEXREW. 8017 Q SPECIALTY COMPANY. �:�P,.•\�GENsf !X'P y 02020 iWTECO,INC O.OSO' BERTHA AlU1fiNU11 STORY PANEL MP i II (.j W DUP) DwwN Rr No.44167 s rEASTERN METAL SUPPLY, INC * * •*= j 1 L E C O 1 N C WEST PAW*EACH.FL 33407 4266 WEST ROADS DRIVE ivim- ��11CC _ 'SYA1E OF •'Ly�f TRAIT TESTING A ENGINEERING COMPANY PN0NV(361)206-626J 20-Td2 N,vn a,a>m.vlRr.6+o0a n,w FAC(661N41-me T Pe.,. Om7n,-,sw.rn A4402W N, CA-00 I EN[lwp r N6gfl,er Ml[ 7 �SIOAIAtiE W TUI A TILLIT J.P.E. ..,+.. m6QT 1 a 14 FLORIDA Uc.f M767 00W*IDYH)--- mom-(OTECTAC*YMN)- t--&OW-(EF IMF," "W 1.3m. p yes liar 1.300 -wo an' r sior '.T_ A m�AiIIPV WZ HEMMED EDGES U. @W&x ALLWWUM PANEL WZ HEMMED 9,1 to-(row WIN) 3- Max. 'U' BUILD OUT 12.000* t--a000-(07151711W*VrH)--I sm, If + 4LAIR 4, 1 12 fair V11 R.052' wo aao * REVERSED -F- ANGLE (DIFULL ALUM NUM PANEL HEMMED HALF ALUMMUM PANEL WIT HEYMM-EMU Y 000' TRACK ®STORY PANEL5/8' B. 5,14' B. 0.06 5- ANGLE aC_KEi_ BUILD_OUT 'F' TUCK IF" TRACK AJ� 403 am arth ALKWOM J) alas, aeo tw I=Aw. •7— Of" TRACK ANGLE T i-T ----------- fe'75. T-- S1�4'0 X4 Srftia STW&Nr=TO 2' x 5" (Akx.) AT 125' ANGLE Mat 0$PACOICS e_j DETAIL 1: srw wl DjE a4sr z� d i ." (Bsoar_ 9ww ON srcww 17 Ln� AWKa PLATEV*VK hUT OpRaN Oprm 2 -if-'2J- , g K" HOLE AT PANEL rW062- ,uE T T'- 0 12"IDEX A,= n1P Woos 2.'Iolow•__ .26? 2.OW (AT" NNE atr �p� nr P. (1�STUDDED ANGLE L ROUND HOLE AT PA KEY H011 WA 51 (OPTION TO 12) AT dames MR 111'�201 wcN E (R smnm purr NOWrrFLORIDA BUILDING CODE (Non High Veelocity Hurricane Zone 0-ow\rEN 02m Tlurco.INC. HUM STORM PANEL YJ 12' No.44167 z EASTERN METAL SUPPLY, INC 42 wm 00"s mw am. WWOPOZ.EACH.M 33AQ7 STATE OF PNWL-(541)209-8283 20-182 TAX-'(561)"1-1719 Vk; (��&16 W-04' LONG WALL PLATE �ZOR :(WWl-VIII DMWAV N- CA-OOH719 0[ ! !T9 VIALM A� l,DUA Jr.P POM9 110RICIA IJC.1"167 1 1 2arT IA Of 14 lw WAY �3•: CONCRETE ANCHORS (SEE SCHEDULE) 0 0 _r--_i___r_­_,___-_1_-_+___1_'_7_�__Y_r_t_t__�._r_r_r__�,_r_r_t___r_r_r�� — I k La h W N 2 TYP. 0 W V W maIn... Ar ` W 4. CONCRETE ANCHORS (SEE SCHEDULE) M Max. 1 Afi µ,l, 1 Min. ,�HIi111111111HI/ BOTTOM TRACK `�•• E[j A:.fi��(�Ji,� STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET IA) SCALE: 1/E'- 1- _' :,O.44167 zz _p STATE OF r ."4 0S I O' •�� `tea ON h-1/4'Max. GAP 114'Max GAP- - npuluoe/lll"•`• FLORIDA BUILDING CODE (Non High Velocity Hur7lcons Zan* exm TUM W_ 0.050' BERTHA ALUMINUM STORM PANEL I ALP (2.23- DEEP) owAwOf EASTERNM SA ROADS L SUPPLY, INC xWW �0 SECTION A-A 1 L E C O N \ �`1 S,PKy.EACH,R,,.,, TRLII TESnNO t EMOINmnMG COMPANY "mu(SH)1M-Uss IV ASY K�.I,u L r n,,Me,w�1�oa n alY ►Ail("1}41-171/ SCALE 1/8'= 1' re....:pa,).n-16L.ti 1 po•p1-1,1 -182 6EIIeN^KP CA-0W0719 et 111 NOIY RUE ,R {,.1Y N,oP101 �D[ WALIEA A.11LLR Jr.PF. 1 W E N , FLORIDA lie.I M707 e1rr7 f or I/ --COYS,UMAC-4 'RED WCO'lC 7Aµ4C NWN.RED 1QAD DRBOtr.,Cr W- .. ._ m_ , n (0MA WLT,cr P-LRp•MK-W t>R N!°N N ruNv MSn ar/.RD uPc°s. DNBOIn% C.1c JKf-NMM O- R/ c \ N R CO OTttr aw ME/la-r wrc (SE SCIRDW Cr ➢-GRP.GAL—OR Q X4Dt rLR SK ) �)CnL , \� �d Cof.aC0M4fJfEW4UE PlK1Wi ( xNDut O bV:TWS(YF SCMER'R£f 34.CAW) POURED �� POURED POURED 1 CONCRETE I i POURED I CONCR£7F CONCRETE j REQUIRED CONCRETE pp R£OULR£D- o REOURFD W i ry RFONRED--\ , a 1 I'MENµIUM I p I ' t•MWIMUM SEPARAY70M TO I II SEPARATION 10 - f CUSS W I'MMNfUM _ GLASS (TAASS 1. .1,. MASS 7D SEPARATON r0 i N ti �I 19 0. c NUf O a I/i'0-70 x J�Y` I 7 'r J/•72'wMIC AF)T �i l eOLM wJ 7/B L'2"D.D. /2.O C j ®C.M. CQNCRDE7£ i POURED CONCR CR CONCRETE / W '-'ON`RErE OR CONCRETE ruRF7 - w I POURED , RFOUMED i BLOCK WAtt - ONG9E7£ CONCRETE i RFOU/RtD -J-• CR CONCRE7E -__ _ OR CONCRETE '7_Co�1. BCC.WALL I -© I BLOCIr WALL (rf AP"-oxs.u.PL'I✓T sPVC- T+W"c+4,rNOf Ntxw.RED NFM- REQU.%IEC REGUIRED 7. �- 77AMAC Na/M.RED W0 DIWC4T,` . D'?WQr.CF rAP-~..OU-IN OR o I 7/s'a-?Q dr. S. p YA'tiM6,ZAApG RMf::,RLD RFJD-i I 8 �w/NUT O 72.0. C. a rAP-LR�P.CAtA•-W OR ' am LA(G'EF1111L.�MEtLAT£ �n D11'MBa7.Cr TFP-GF,➢.UtK-.W OR ftCG APLF/lr"E PNIawi t JCent. hN'1_",ORS aµ� ,rrA'.u£P—LMATc Drn1eo11 M 1� -t. A.C. (Srr S;REOVIE *i SPAC.HL) Mr SCMOAE EDR SEPCdCI 'FLG7 EaKi PAA'£L.WIE (SEE SL1RD'Jl£rcP_➢ACSYC) - A�� @FE SMOKE rp- SeCTIOPJ 5'ANCHOR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SFA(E.3AP"` SECTION 3 s+F:318•= 1' SECTION 4 SME W i•Mi1AMUAr fiz x�/C1'WIC NUT } $EPARAAD'OS 70 - 1 _ !j� E.D. _ D SZAAf LE GE S ON IW PIWSHED WALL v SHEETS r; k 7) w j _J t PYJ swrcv) , NOTE:OR COLBINATiON OF SECTIONS: 0 4-0167 7nxTs URED w/Tie �° P *PC 1.11 O WIG./FEOOR/CEll.MOUNIWG SECnON5 CAN'I R£ �J/��STATE OF : POUR-ID - OR CONCRETE 12.0.C. COMBATED 7N ANY WAY TO SUIT ANY 6VSTALLA77ON. OR co cRErE $ BLocLp awt fir' F�OfliDP � ROCK WAIL _.t REOWR£D REQUIRED - rgAiS•SIOINA'N��d`• I ' t Oj Cont. TA➢LOM,>AIGC µWAN Am nW2 DRNBGLI,fY UP-OAP,CALK-,N C- F2L0 LAt£/fFAPI£PA4RWA , A'Oon1. SECTfON ®STUD E�,.,,�F04 SP,K„�, 1 -�' FLORtDA BUILDING CODE Non High Wfoat Hu no Zone 7020 1RTECO.MC. O.OW ilERTHA ALUMINUM STORK PANEL u.➢ (2 W DEEP) DRAWN W... WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC SECTION I SULE: ve-. ,- 1 L E C O A766 WEST ROADS DBIRE Lta7F. SECTION 2A SG1LE 3Je - /� ��� W[W PAIL BEACH.FL 33407 nWT TESTING 4,ENGINECRWO COMPANY PHQVE;(ml)m-tN3 FAX:(561)6d1-1716 NOTE:CE7A A 1O_�� ia a+�..wa.a.a.m,wXa>A rARDDq n.7aI7e 2 CF SECTION'O STUD VAUD ALSO FOR/�� posMl-Iio ra,<bsri,I-Iaa� WAti MOUNT NC INSTALLARON-S£CTOV 7(TOP) WAL7FRCA f V ➢E Al-A.w OBGOIICr WR A7Y.w RO�iM P64DRAWAG fLGRIM Llc.4 AAi67 a,D Ir-w, SME7 J OF 74 1 CNK-N m♦co ua L. M%f/ 71810 WING NUI ON(Y tw-LW^.rAu-N to C-1. rElwr NAEL AF AKMW rLYltc PA\c1Y1R�ANuaes (sLE sLRo r fW APPLICABLE AT rx[Lln IRIU EL6NL[ Jf/1'tZ0$.S. MACh1NE � - E. D' (vr.SaAw-TGR sMOW) E. D. (SEE scwvw IN SOLI w/NUT Ar WASHER __E D. MAE PANELINTF(TYP.) — 5[LIL'OtAE iM •1?•Q C.SP,1GC) SI I' rfi CALK-AV.ALL POINTS SWD-Sf7 Q4 ,S I'�. �� ZE PORED LiDAC7Pf'T[ I 1 I ELCO M'lL£/FEMhLE PANEIANTE ANCHORS �I REQUIRED 1• - REOUNED -� -T•-}!! I (SEE SCHEDULE TOR SPACING) • __ - POURED CCNCRIM REQUIRED o ! _ - I I+�I POURED 6 W I `w ALTERNATEc LoaiJONI,'ll� I DR CONCRETE WALL W \ j Cant IL�pYA\�j'-1 I R£W/RED Cont. I•MJNIMW I �QLTS wj i/el,• I W SEPARATION To -C') I SEPARATION TO GLASS r N GLASS i r LaWRAI I h - SfPARAs TO -� T scPACL SS TO J/ -WIN T/B a !I I A KTERN+TE 12,o.-WING NUT O c. LEG LOCANON 'B C-t I !/l' c' REa'• . Fap'//I' WING W/7 BaTs/ J 'oa I! I 1 Nur u IwNc e Cont. c. J/la'0. POURED Is CONRED CRETE OR CONCRETE - 8�c-d. BLOCK WALL I I M BLOCK WALL -._ p / REQUIRED 1_F��- I 1 REWIRED _ )t .'I• "--���� - I f- f,Q _ 1� • �S _ .. -/'IfEI. ftx.REO CONCJWTT j 1.000" ELM U.ALL FOW7lA4Lf- soup-SET CHORE 'n PofAOD CPK%1ETE - I'---/'- ¢ro 1LIIE/fEINLE PANEL1dTE ANCHORS 01"co.s.7AWL µILIyL•AE Imo_ i t�'h20 S£IIACIOIE REDAUD I REGMED ! (sEf SCHEDULE FOR SPACING) NMELM/E«M JQ a it Q�f lLUEJP �P['--WE AAN ELM NCRARS v E D. TMCOAM Ca-iN aR IILY)l 1/ 11 Coa (SEE WHIE 1AE TOT SPAOC) (SEEs-mAL I oo STRlAYG) E O. "'MOD fill Ems) O� BUILD OUT INSTALLATION CEILING 13 FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 salr:yr. INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8' 1' scAll:J/B•- I- SCALE:3/8'= 1' •SCREWS USED AT ANCHORS MAY Bf 1/I'0--SIDE I-AwAmw I 1- _1' WICK Tt w/0 OR 1/40-20 TRUSS READ BOLT $09MIRON TO w/o GLASS I [ •SIDE WALK BOLTS ARE J/4%13/J27W.K I I WAD.K1C BOLTS W/7/ SCREW W/LENGTH AS PER NOTES A.a 1/4'I-a0 r • E. D EDGE DISTANCE Cc•' 8J�Y (SEE SCHEDULE ON --� SREEf B tr 7) ..A i W READ BOLL ARE I/S PER RACK READ ! J/J2•RWC NUT O EnC//F SCREW W/LENGTH As PER NORT Ap 11"0. C. U NOTE FOR COMBINATION OF SECTIONS I I / u / - WALVFLOOR/CEILING MOUNTANG SECTIONSTAPCDW � FEAALE�LwR � /// f D COMBINED IN ANY WAY TO SUN ANY INSTK_pI ,,. "" ✓p FLORIDA BUILDING CODE Non Hlph Y*Ioclty Hurrloono Zone (SCE SPCW-t flip SPAJSC) `� Q, DENS f �: i OMO TILTEm,wc. 0.050' BERTHA ALUMINUM STORY PANEL MP POUR COAL ../ REQUIRED ND-Q4167 *z (2.25- DEEP) cwARW Br FLOOR MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC '�n02O *.• - _ ■E L E v C O 1 tic. 4266 WEST ROAD$DRIVE am SECTION 5A SCALE:JIB"• i' S STATE QP '� I WEST MW 1IL"cH.m SAW - TILUT TESTING!ENGiNEIIAD 6 COMPANY PNoNE:(561n06-E267 FLORID ����c `v 1xAw_„o L r� wl EMe(s6lka-tnE 20-182 / NA��\r` WALTER A T6LTll. -%l .E b.M DOf�EWI WR ITV.i DPWIEM MW MNNIAG N.1 FLORIDAFLpBDA Lim Hi67 Y I►AY 9Ql A K)1 i r POURED conic 7E POURED CONCRETE %YCmv(R0C7r MNLL Oor CAVCR 7E BLOCK MWL M hom I. j tEOLOW AEOEM n '7• POLRED CONCRETE— 00 OR r J'+.09J-J,Os l- NA jA Pv�Rm joss-Ts�uoY ce�f µt.µac U IOR E MDH AM7A]45 a t:•a C. aacx I as00 Ah q. CONVAML u ANCHORS y _ e /2'O.C MIRES J• L�'• # I — ' RED RD ALWArS + L +� tit ©�®�O 1•rz•x.axs' ALTERNWIE fEO LOA" 2'.4'..125• _2'Ilac 70?•+5'r.Om* �. JLOS-Nl1 aP 600-T6 ALLOY ry t OR(@ C. 0—ANOIE OR /—"-1 Conf.ANm.ANGLE 111! .__ _ m. .-.=m r. �J SA .OSO•JLaf-H151 OREET METAL Ak- 5-H1 t/f•I BOLT 1•r 4-r.072- BW�ZF e 24-0.C. JIO5-N14 OR WO-76 ALLOY --- 1 —I W/JIC~ Ca1L N—MYY.E CASE A (Plan) CASE B (Plan) CASE C (Plan) CASE D (Plan) SCALE: 7/4'a I" SGLE 1/�•= /• SCALE-• 1/r- i' END CLOSURES DETAILS SCALE- 11'_` '- MAXIMUM A.S.D. DESIGN PRESSURE RATING (per) AND CORRfSPONO/NG MAX/MUM PANEL LENGTH 'L' 15 POStlpN+J - 1•S0 SCHEDULE FOR A GIVEN PANEL SYSTEM R � WALL �` (AEDb) TAACON ANCHORS OR • , Owto ALL POW SOLD-SET A%XK&W Box.PANEL Loam jSEE W� NrAarnw/© aafwaNene® SC/EORE FOR S 9�4OW) +aaA ASa AESGN L(R) _. /. - i� PRErnA An �, 1 ` HU"KAW CO L cAAN7Pa P©L 1W+JO.o. -•w.o 12'-1r- 12'-11' _ r-rrrr +JO.O. -35X rz'-rr' 7?'-rr" r?'-rr' J 11,.OUN � � Toam I t14.0mr. rT SDWAU +35.0, -4ao 12•-O' 12•-0' 12'-0' TO CLASS -- t i Tom•, • -'. i &L STUD e CAVCAVF�, , CASE E (Plan) +65.0, -50.0 10•-7' 10'-4• ro'-7• a •. I CORORtfi - SLOW MIML SGIE.- 1/6'- ,- +50.0, -55.0 r0•-0• 9'-4' carNr. FOLA n CONCRETE �L - SECTION O STUD S�OFEV POSIMN+) ON CGNClwW 1.55.0, -60.0 9•-7' 81-61 9'-7' MOLL RLvuwEnaDCK ._ �, + TYP. TOP/BOTTOM ME WMIN IE FOR SPACMlO) +ado. -70.0 e'-91 T-?' e'-9• ,. 1f�0UNT/NG /NSTALLATI�V Fwon 9u wuox+c cooE Na+ h v Mur.+oan. zor,. +70.0, -76.0 8'-6' 6•-8- 6'-6" ,` t�¢ �l SECTION 9 �..•' ✓ ON=XTIECa OM:. CAW scum ALum"m S70p1 PANELALP +7", -80.0 8'-2' 6•-J" 8•-2' ����.:•��GENSF '•;� £SCALE: J/8'- i• �.?P ■ 6iMMMv sr. No.44167 EASTERN METAL SUPPLY, INC ' m- bm: ARNIYUN PANEL LENCTH IS X-0_ L� * *' IL E C O INC. rMm .r of ,i.oT aTL STATE OF :Q 4 Tlurr 7cmO0 a o+oommo B murmT � +(�+ 10-Idt i +.¢•`• .� t r71I,ta 7R r,]�fYI a aRs rAa(!MI)KI-171B �' _F P k•r w..,ob?"+m. .:afRrt-4 ommm to �I/t �ORIO 0Q a W asnr. re ... CA-00 fM MMULYDr A U Lf i. 67 + Y,f••IrI l star 5 OT t4 / Cam_ M T - 1 I I FOR scQWN A 6E OESI A'Ea.6AED MT%SPACM L0?0CW . y9X�y�J�4l.A,S. --DES1QV_PRE&S�INN RA s,f. INISA HMI ASA AITS LOW AAv FWNu 1LNC/N j _ (�_ ) AND CQRRESPONDINC_hJAXIM(1M.A�(CHOR HOWWR MVOWLN FAMIX ILMGTN!DR A CAtN I ASLE DES.GN LOAD h"7 a WRIF"AS PDe P�CINC S IFT _F9R�NST AT�ONS __C NC_ E.a. _Ence asrwce SCHEDULE a ,,, S _ INTO Q--j? Z-A VD_.CONCRETE BLOCK STRUCTUI�E�__• MASFIAI MAYMN ANCHORS SPWCW FOR a D.-3 1/2-» MAXIMUM UUIK M ANCHORS SF ACOM FOR E_a-3 1/2-» O AFwLICAKE 10 MIUMM ASa A►FU04 cE R7 1/1110 PRESSURE DWOONS REo� "XNAMAtliiV CASK v S4AD-SIT n NELMA i Cr ow-w SECnMff/! PANE. DESIGN uR'a/5 autav so(bsr awEt+w/ts is swpeP AM COA6/M LEIWYII PRES-RW PAD Na oNMeGEr ANY A/a ry� 70 1D a. to 70 •C 1n X 10 ID RATING m m or vm VIZ PTO m m m m m 1O TO TO 70 m m m OF THEM t• COAAREW MASONRY CDACg1T W5000- CONCRm wsaw" C6NCRErt Wsavc-, _0N.Am rswwr ODMo1rw wamm DaE>Ao[&URWW DO,tlw7E Mawr CONMT MASOMW CONONEtE AM3aWV CQvCCTE ARRINtY CONCRI7E MM1VW r2' - 2" _ 1Y - - - 12' - rs' - 1(la") a• - 12 - 12' - - - 12' - to' 12' to' 12' rY 12 a' 1. 12' 12' 12- 12' 10 1/2' 1•/E(e07Ya) tY 6' 12 rz' tz' s' 12' 12' 12' 12' 7t 1/2- 6 0/2' r.Pnorlaly 12• 1Y 12- 12' - 12' - z, s+(W) u' 5' 11'++ - !z' u- 12' 1. 12' _ n 1/2' 12' io' 12 12- a' - - 12, 12' 1Y to 1/Y 2(BO"W) IY 6- 12 t+ 12' 12- S• - - 12' 12' /r r/2' a►/2' 2(Roan/) 12' to. lY 12' e' - - 12' 12' 12' to 1/2' A(SOTM) 1Y 6- 12'++ 12- 12- s' - 12' 12- It 1/2- 6 1/2- 24(0011706) +35a-I0.0 12' 12'' - 12• - - - 12' - 12' - 3 Q•OW) a'-o' wESa-+9L0 12 - n'++ - 12• - _ � tt' - It 1/2' - 3••(EDP) --------. e• - - r2' 1:' rs' ro 1/2' 3(epma) OR OR tt• e' !z'++ 12' 12' s' - - 11' rz• It 1/2' 6 1/2• 3(eDTrow) .ro'-o us 12' to' 12 r2' 12' 6 - - t2' tt• rs' 00 1/Y .1(807YM) LEA eESS 1. 6' 12.+* 12' tz' s' 4 - - rz' 1z n 1/2• a r/2' s(sorrow) to rz' - la - - 1z- - - - 12' - t2' - s(lop) 1' - 12" - 12' - � - - rt" - tr 1/2' - s(tDP) r2 (6' to' 12 12" 12' B• - - r2' rz• IY to r/z' s orraM) 12' 6' rr++ 12" 12' S- j - - Is, 12' 11 1/2' 6 1/2' s(SOMW) rY - - - r2' - - - rz' - - - 6 flop) 10" - - - ! 10' ►t' - - - 6(w) 12' - - - 12- - - - 12" - - - 6(BOMN) B' - - - 6' - I - - 1t, - - - 6(Dolma) SA 12' - - - ((�rOPJ T - - - T fI _12- - - - 72' - - - 7(Borrow) 7- - - - r 7' - - - � 10' 7(BOTrOw) - - } - - 12' 6' rz' 12' rr ,z' - - (roplW770" - - - 2 - l 12' rY #' tY - - (TOp/BOl10At 12' - 1z++ - _iz' - - - 72' - 12- - ++ 1 - + ON TA LY PCON ANCHORS OR ALL POWf SOLID-SET ALLOWED FOR MOUNITNG SECRON L 12' B' 12' 12' 12' 6' 72' 12' 12' 12- i 12' 6 r/2' 1. O(BOTTOIr) { - - - -12' - 12' - - ;+ ANCHORS SPACING ONLY YA(/D FOR UANC NNUN. 12' 7?•++ ,2' rz' 12' , 12' 7 rz' a. e(MP) +� i SEE SHEET 6 R 9 FOR ANCHORS TYPE k SPACING 12' e' z' rz' 1z 6 12' 12' 12- B 1/2' 2(BorroiQ FOR ArSTALURONS IAIM WOOD FRANE BOWNIM tY 6' 12'" 12' 12' 6- - - 12' 12' ,2' a 7/2' 2A (BorRmo '• MWAAW ANCHOR SPACINGS ARE VALID FOR 3 1/2•EDGE OSSTANCE. +f } FOR E D.LESS THAN 3 1/2• REDUCE ANCHOR SPACING BY .3s.D.-AO.o 12' - 12' - 12- - - _ 12- - 12' - 3 s•Im" MMIFE)wC SPACWGS SHO*N ON SCIRDULE BY 7NE FOLLOWING . .._-_. fAC7a4S(19,E.a FOR CALK-IN ANCHORS h ELCO OR IY _ e' r2'+ 12• rY 6' I - - 12' t2' 12' B 1/2' 3(Borrow) x'-O' AUKLANX IS 2 1/2,AMD 3 r/z'rOR SOLID-SET ANCHORS), LESS 12' 6' 12'+ 12' 12'^ 6' ! - _ 12" r2' 12' 6 1/2' +(BOTrW) TO ++ 10'-0' FAC70R 12' - ,Y - rz' - - - tz- _ r2' - s(TOP) AC7LML E. D. 7AMAc AVER _ rY 12' .a 1/Y s(BOnaM) r�row /DrH+ear OVK-IN SNAP-- tE OF yM.w�1Y e' ,2++ lY rY 6' _ _ I2' 12' - - -- 12 -- 6(7a') 3• - .86 .75 70' _ _ _ iD' - - - 12' _ - 6(BOTTOM) 2 1/2' g• (BOIl(MI) I 1/2- .33 1t' T M. it' 1Y 12• ,2' - - (Tcw/BOTTotr NA1n...I - - - :`11t-:A. T��(Jpy� FLORIDA BUILDING CODE Non High VdoAsliy Hurricane Zone ---IP ��GENSF':2p''s SWO MR"we 0.050' DEATHA ALUMINUM STORM PANEI. M.P (2.25' DEEP) aeARN er No.44167 - EASTERN METAL SUPPLY, INC 7/• 0 � _ * *= STATE OF 'L E CE 0 1 N e .:fa EST ROADS DNYE CAM'O - - WEST PAW Mr BEACH.F4 3s7 �..yy 7 T1NL11 TESTIND t EMGINEEIMNO COMPANY rHML-(561"-62w6 / -W"O'• ORION 4. Pen Kam.Ann.a.s..ze..wow.s7bDa n a1,w rA)L(66I)641-17/6 20-182 sCA_s)ONAI 1 w1 rt °TtN°Gao WLTA� 5E T 441 rw VAXWX A.S.D. DEf7GN PRESSURE SATING (aa1) AAA COILR pONDWC- Yi7Itamm e�►GHOR HD*t'ER 7w�AW I LVXW FOR A CMW E. 0.-EOGE dSTANCE Asa.=&W Lao 1467 6E warm AS PER P onrfenin fw tmn T1UTAl t A270m- 1M1Y1 MA7!`RFTk' AND ('cwc2em R(OOr C7'RUCT�)RA—'•S • SC EDW ON SNEET A. .YIL,ntf HAAwUM ROWAN AADOM SPAOM MW C 0.-J t/t•» APgX31�E/0 NAA KAf ANCHORS SPACM FOR L a.J W" APPMAGLE TO 91dt/Y ASD. DEW" * PA641 TAPCIOMS RED An�aT G1[R-M .KY.O-Sir A MM"41ES ff TAP-GRW �r�I f � � WMa �DIN191(XT a!K-N 40[O-S[T MIElYJ1ES C!TAP-Cafe � � [ENDOr FRESSDafAM camm� RAIM m to m /o m m m m m to m m or 1BI '�• m A m m 10 m m m A >o m m of IN, 1'00 aawsm mwmwT ca ivw NEm1wY cmmw mmw caamw "ammY Cg1aw r mm wv L?)amw -nAwY SMMCKIE rTRwr OPCRERE 049ow aamr flAtntwY Oi1RTIE7[ MgOfwr avloai 194w DorAM1E 1Nl5diw rr 7- t2'+` - rr - - - ,r - ,:- - ,(Ior1 d• _ ++ _ P - -__ - ,r - e• - r 0AP) ra' e' r2'++ r2' It• s' r2' Ir Ir Ir ,:• Y ,.d"(saTTpf ,t' t s' t t+' t0• Ir r - lr... rY..- ,r a 1/r 9' 5- ,,#(eo7rw) _. 17" - tt•+* - 12• - 12' Ir Ir - /t - L tF(I�J Ir - 9'*+ - Ir ` - !r r2' Ir Iz" 6" 12++ 12" /2' S' - - 12" Ir 12' Y t(dOtlfll� 7r --__5' TL++ W Ir �!• -� - Ir d t/l' 9' s• t(�,r 72- 6 12•++ Ir 1. S• - - 12' 12• 12• 7' 24(aorl99(1 12- S• ,7 + rC Ir I !' ;. - Ir.- D t/r 9" 5' J4(b'TT+aO +J50,-400 12" 12++ - 12• - - - 1T' - 17' - J k 4(,OP) a'-a• 4 Ir - rr•++ _ rr - - - rr - 9- - J.s 4 01!!__ __ - -- - -- OR TO 12- 6• 12+* 12' f2' 'J• - - 12' 11' 12• I 7' J(601Jp(1 Jr S" JJ+* to. 11" 1' - - 12' 9 t/2' 9" 3• J(aOr10J(1 LESS - +*. - ._. .. !(60170M) LESS +55.0•-600 12' 6' 12-*+ 12- 12' 3' - - 12• 12' f2' 7• 4(BOTTOM) I+75.0,-Boo t2' S' 11' to. 12' I• - - 12' 9 1/2" 9' S• ti t2' - 1?++ - 12' - - - 12' - 12• - 5(top) 12• - 11 - 12• - - - 1z' - 9• - 5(TOP) 12' 6' 12++ 12' 12" S• I 12• 12• 72• 7- s(BOPOY) 12• s• it' to' 12, !' - - 12' 9 1/2. 9. 5' 5(sow) to. - - - 10• - - - I{ 1z- - - - 6(W) e' - - _ - a' - - - 10 1/2' - - - 5(Top) e' - - 8' - - - 12- - - - 5(WnOM) 6' Ir - 12- 12- ' 12• f2' - - (/Ow/Ho - - - - 12 - Ir - Ir tr ir - (TQP/�AQY 4r - - - 9 1/2' - 4' - 1(TaP) + 5• _ 4.++ _ a- - r_ I/t• _ (mP) - 1 J it, 4- 9'++ a" i1• J' rY 12' 12• e' 7 1/2- 4• 1.df(9D7mu) to, J• a. Y 10• J" Jr !!' i2• r a r/2' - J.9�(so►ToW W - I2' 12' ! 12' - 7 1/t• - 2.9+(W) 10" - T++ - !r - Ir 1t• Ir - e //z• - 2. 9*(117P) 11• -- �• 9'++ a•- It" J- - - 12• e• 7 1/" 4" 2(aOrRTMJ IV' J' a"++. 7-...- 10'-.. Y —_ - I!' �T a 1/2•-J 1/2' 2(6or71010 17• !• 9'*+ 9, 11• ., - - 12" a- 7 1/t' 4- 2A (60"NO 10' 4• a•+♦ 7' to J' _. t2' r a 1/2" J 1/2' 2A(607`70Y) it, +f - _-_- _ t1' - 7 1/2'• - 3!4(TOP) +ASa 1 . - a•++ - to, - _ 12' - e 112' - J A,4(IOP) 10 71' !- I' e• II' J' - - 12- e' 7 T/1' 4• J(farrow M'-o" 0 to' J' 9'+��-7 to' J' - - 12 7' a t/r J 1/2' J(mnwl/ Jd e" - -.V._ --- -- - m ,550.-wo It- 4• 9•*+ 12' e' 7 1/2' 4• 4(bRIRO 'b +7Sa-no to' J• a'++ Y to' Y - - 12' 7' 6 1/2" ]I/2' !(i0lroaQ tY - 9•++ - ."..._ _ 12' - _. 7 1/r - S(1tYJ to' - 6'** - 10 - - _ 12' - 6 1/2' - a(1" lI' 4• 9•*+ e" tl' J' - - 12, 8' 7,/t• .. •' 5 tsomw) 9• J. a•++ Y Y J" - - t2' 6 1/2' 6 I/2' 5 J/r a 11001F1420 e 1/2 - - - 6(top) a' - - 6" - - - 7 1/2• - - _ -, d pcv� r - - 5(Borrow) e' -__ ...a' - - 6 1/2' - - e(wnvho --- -_.(TOP) _ s• - - - s' - - - a I/z- - - - 7(aonaU 4• - - - +• d• _- e' 12" 12' 6• - - (IUOP/60nOY - - _ _ 6" T1' 11• 1?• e" - - (HOP/607701I FACT(AP ,`T,`H7RtlAfl.T/,r + ONLY TArL'L�N AM:YHq'PS OR ALL POINY SOVO-SET AHLONED FOR r'p ACILNL LrOUNnW SEC70V 0. ...:.-t(j' aum mum ++ANCHORS SPACING ONLY APFLACA&E 70 2AN4C AMIN ANCHORS Pam, l�'' FLORIDA BUILDING CODE (Nan HI h Vdoe Hurricant. Zone E.O• WCar /D1AWOV GU-w SOLD-SET CF a1P-CAP • SEE SHEET 7&a FOR ANCHORS TYPE&SPAC006 FOR#MAUA77ONS .�``�.• \,\G ENS' ✓fr'. A4ervts evTo»OW rRArrt £ - F 02026 TILTLCO.91C 0.060• BERTHA ALUMINUM STORY PANEL YJ •• LOIX61aN ANCHOR MY40TY ARE YAW FOR J I/2'EDGE aISTANCE z ($-Z!Y DEEP) oanwN ai J- - sa 7s A! I.ao - N0.44167 _ FOR E.D. [E55 THAN J 1OWN R SCH DWE BY 7W M 6Y �. `. EASTERN METAL SUPPLY, INC I 7n'n°'° WLOPLYA'G SPACAIGS SHOWN GW SLifEDIRF 9Y IRE FTXLOAtNG _*' .so •w FACTORS. (Min. E. 0. FOR CALK-1H AN04M 9:ELCO 0, IL E C O Iwc. H:49 NEST natos g11VE A1)E. _ PAN AAA IS 2 7 AND J t ruR SOW-SET ANCHORS). .9.- NEST HAW kYA.FL 53107 r - •O - - FOR 1MS OPFJJA7r01H TO BE ApDE IaEDtA;FD SAIC1ArwS JIESUL7IM: E4, lL7f TESTING![NWNEEPoNO COMPANY M1C11C.(91)841-d2Q -182 y fi t� OR10P. '+c �•a ..Ao~.o w owms n MI. FAX.(xl)sE1-1716 FROW APPLYING ABD6£FACTORS smAu Nor RES1A.r ON SPAONGs .f\l\ N-.-OrA7n.-tsn.r.:Owlw+-w' o41Nm N, I //?• ..IS - - - LE55 TKW J"FOR AFL ANCHORS(EXCEPT+4.5-FOR s(0A1AL EN� NKTFR H.T0AL777�.P.E. ter.r Im�o� 1rrt av�r wasr wf RED H).OV70BOLr ANCHORS). IrIII1NIt101N flpwu4 lit.144167 SN¢7 7 Of l4 COACRETE ANCHORS l `ANCHORS � _ 4g GAP Adm CAP 1/4'Mu. POURED W I d LO I POURED W RE H£ � COMCRVE RCOUIRED I . fAM3 I �I I SECTION 8- SCALE 1/8'= 1' EXISTING it I I .(-t 1: DZ7#X j iR CLASS I I „ cuss 1',b,,.SEPNRInalw I TO CLASS W 148/6, 14A/6, 1 W RI SEFNT.L I I y _ _ 15,168/7 15,16A/7 ` ro cuss i T w W NO TCHED O1I; (w►+otEJ NOT I 1fi, BUNED 1/4'-20r)'S.S. � -- I EA CORNER O SIDEWALK BOLTS. - b}.t� ( y BOTTOM AS SEE DETAILS 2/7, �— 1X �'�2/' I 2/1& (WHOLE) 1---Jk{- ( }u SHORN. - W 47/R� f NUT I fI'Q C, t 1 ^� j I I I 20 r f'S.S1L5. T- I �_.( }�INTERIORLY REMOVABLE 1/4'4 v / I j I w/7/e•r r�Ja' 1 PANEC o1 W e�1C NUT• i o.c 51DEWKK BOLTS A• (SEE DETAILS� 2/7, 14) CONNECTED I I 5/8%FIOLES AT®O �aP o POURED Q RIFTE 4 _ I _ _ _ - - FASTENED AT REAR ' "' I 111110 OR KCONCRETE I �., W/7/8'eX.T/J2' I I BLOCK EWALL D 6 1 WIND NUT O EYERT' I 1" I — ( SIDEWALK BOLT ANCHORS JTS' 14B/6, 14A/6, co SEE SCHEDULE) � I� 15,16B/7 15,16A/7 CONCRETE ANCHORS (SEE SCHEDULE) fNTE1i MY SOMME PANEL(�1 W/ _3'-_ CONCRETE ANCHORS (SEE SCHEDULE) --3'- Cent F:,lt gpNtX BOLIS E DETAIL 2) Mar. ;.7 }ED TD "ou S/e'I 1MM n. 1 'M ' HOLES AT 6 O e'O.0&FASTENED SECTION 1OA SECTION 10B AT aEAa W '/r..'/JZ'"'"a N"T o Ero,S32 W N BNW T. INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLATIONS PARTIAL ELEVATION Y SECTIONS 10 SCALE: 1/8•= SCALE,3/8'- INSTALLATIONS VAUD FOR PANELS I USED JQMY WITH INTERIORLY REMOVABLE PANEL5_,,,1 ✓s' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) y,Q.''��GEN$F',p i oTno TLLTEDD,INC. 0.050' BERTHA "Ep 31OIW PANEL YP S (�+AL?DEEP) -. 1 NO'4*167 z EASTERN FETAL SUPPLY. INC WEST PALM rKwH.TL uaT STATE OF :�4�rTlLLff :as sEsNWwNotMAiNo.°coa a 331w ^ram(5611i41 1714 20-182 / %O •., COR40 .f�.� r �.. am)a1 k-Q a¢°rrc xa W A.TOW Jr.P.E a�w oovrw ua �[v.w onsem m[ ALTER PTt,HS�ONA4 TLaDDA t:-' 14a1eT star a of 14 CONCRfW ANCHORS CONCRM ANCHORS (SEE scmEmE CONCRETE ANCHORS a- (SEE SCHEDULE O. - casum&VOWNS f. O. E.O. im m3mv) WT SCHEDULE POURED POURW N CONCRETE N CONCRETE PWAW COMM N POURED CONCRETE REOUIRED N REOURED ED. Ea EQ ED. X EQ. 5 3 cmL 3 00A 5 Cont. II C—f. I'Wi..51PARAIION 1*M;n. SEPARAT4V TO GLASS TO GLASS rO GLASS I'AS..SEPA04UDN I -- 1 To CL45S i h afTAAL tN DEFAIL.2 T—A* jT— *W sw - Q EVERYG 117AIS MirMir0 EVERY sne W O. C. 7/8'0 JIJ2' Reg AW v EVERY mm 0 12-a c. 1,?,-- C—L 0 Ira C At TERAWE LEG EDGE OF I 7n LOGTwN POURED CONCRf-7E—i SLAB/F CIA p REVUIRED AppurABLE EDGE Of ALYMNOW LW CONCRETE fDGC or SL49 LCONCRETE ANCHORS f 0. POURED CONCRM SLA6�F (SEE SOAMME) I APPLICABLE REOUIRED CONCRETE ANCHORS t REOURED CONCRETE ANCHORS (S"SCHWLXE) - E,O. (SEE SCHEDULE) E.D.-4 PWRED C[S WrEway Rnowou PANEL @w/ CONC?LW (SES SOWN II SECTION II fi SDEWAK Bars grAX ) WRD E CHEDUE TO WT5,4 CURING A FLOOR MOUNTING INSTALLATIONS- HOLES Ar &6'aC 5C SECUON AW INTERIORLY RO.VW&E A4AWI.Q)W/ 10*31J2-MING AW -CT104 2A A r REAR SADEMLK BWS,4W� OEM j)� rCA1 &FASIEW O EVERY SIDEWALK BOLT. Wf.'TO"ffj 5A 0 5JEff"W—u CAE OW & FLOOR MOUNTING-INSTALLATIONS ;", 32=NUT SCALE Al I'll W 1/"1 'J/ .1875- Sw(wqx amm SAEV610A(S 12 EVERY SID 800. C SLOTTED WAD nsw(W SCALE 3/8" W/ /F� -Z�, WING NUT ffPA"&a0"DU` INSTALLATIONS VALID FOR PANELS 1 USED JOINTLY at'a C WITH INTERIORLY REMOVABLE PANELS J T FLORIDA BUILDING CODE (Mon HIQ h Hu fts zone Velocity Hu INUM STORM PANEL s own TWIECO.m. O.OW BERTHA ALUM s (2.W DEEP) EDGY INSTANCE DAWN or. mw NO.4067 EASTERN METAL SUPPLY, INC WV4268 VAST ROADS DRIVE IILI✓ ECO-.-. S,PAW KACH.FL. hv"a 6 C NO FOR COMAS~ W�— ATE OF FA)L(541)841-MG I MN OF 114"ZI ........ C"00671 0 RO'. - CAMINO M. OF sm'Tjgm P7 XE (541)M-6263 .050, "-182 OW nOORICOLM MOLWMG MCrOVS CAN Bf NA.LENL VOMA A. smorT 9 OF 14 SAXICALK DOLTS 0 REMOVABLE PA COUSOWD IN ANY MY TO SUff ANY WSTALLATIOM Tun J.41p.1r SO".Y,•I' Lk.IF YAXWX A.S.D. DESIGN PRESSURE RATING (D.s,L) AND CORRESPONDING AIAXXfdIW ANCHOR SPACING SCBEOULE FOR INSTALLATIONS IN CONCRE=AND CONCRETE BLOCK STRUCTURES /Matt AVOW 111�Ir C l•7 1/Y• .PADRE A Ai!/f AVOW.rew OKW-%w so BaaC lllrt 41R�' rgAYQ O aFt� ArR/a16 1lo m-loot AM u rocs >rlMV I f cart AAH AIM/u41 I LYr<R A,trr 10/7�- w tM A a mr Aram m cvloisa N tat: la mww V tm1 N Ct1lOOl O loaf q�� IO tao' O Or1NR la am la NCR Ram AW41RII IBilrfl t'tI 11• 9A1 or WA WA 4A or WA WA 4A WA M/A 1r ! WA 17• WA /r 44 /0(7d it r Ir IO• AVA #A 1r r 44 4t N/A WA I)- B 12 7 r/r 1r r m(Bw7w) fe WA 1r r WA N.01 or 1 1/r #A NA A" WA lr r Ir B 1/r or .• «w(w"w) 11 1/r WA or 41141 WA /1At or NA NA WA NA 4A1 17• 44 1r vA or 44 11(TOP) -C13 r W WA or 44 WA MAI )1/!• NA• NAI WA 4011 WA II I/r 44 rr• WA B W 441 11A(BDROB) 19•-0-OR LESS moll WA AIfAI 44 WA #AI 441 WA 4011 K/A Wll WA r NA .r• WA j, 441 11B(Bono) I1 W WA rr NAt N/rt ilAl 12 /UU1 qAt NIM r1A1 4% or 4A1 1!• /✓A 1r 40 72(RP) s l/r NAI rr AKIA WA r/A 7 Vr 4A1 iVA M� 4B RIAL 1r r/+• 1YA1 7r• WA B/�T• N/A rsl(Bono r AWt AMAI IRN M/A qAt r 44 1 44 IM /M 4At .• 4A1 !• NA1 �• NAt Is(&vw iE. D. =EDGE DISTANCE AA02M 4f"bD A MWlUW AWM S%C77G5 ARE HYXL FOR t 1/7"EDGE DWA CE.FOR C D LESS TMN J 1/1: NEWC17 AMMW S-"X for MULWLIr.G SPACwc swn+LW SCNEDLXE Or THE FDLLOW6 FACIUPS fI LAIIAEO TO 5�-4'MAX. SPAN. ANClAAP TYPE AACIOR (M77E 40 C A FOP gIX-ry AMVA:75 AS 7 1/2 SPAGLRG FUR 71f3 lRE1i1MW 10 LL POSOLL RE7IVKYD SPAC016 097AWED USING FACTOR AW1 NOT BE Al0£S. I.IPOGW.FAINC lNfllG. LM NW AMMW SFACW WAAlW MR FACN ANCMW TYPE AT AACNORS LEGETA7. CF TAP-GRP,PAI4PCO 7f DR C MUL E RUS J.O" FACTOR ACTUAL E O IIETM11la/1i1PCON f LMNC AAILK CAM-FU Df not .___ C/LX-N 1.5" Il0 SS C'm PAMB RIE ON ANlUMIE FLUE CALX-rV smwE sn SOW-SE7 J.5" t" - .as .75 .7B Lw — _ 0EL7E/lEif SS7 6.0' E 1/2• - .7i .50 - .BD —" IEpl11R TAKYMI N YO(X 1.0" am - - WEAS.E.uP 1.4 CCN AI COrr7LE1E ].0" �IIINMII/IIIIII//// FLORIDA BUILDING CODE Non High Veloosity Hurrbarw Zorn e707o PU60,MC. 0.OW BERTHA ALUMMUM ST0101 PANEL mP No.44167 = (2M' DEEP) A%UW or. A i * *z EASTERN METAL SUPPLY, INC TATEOF :��_ % tL E C O 7Nc \ Q AM Mows DIM a1E P Lc.`.` L t rl[SU Pail KACR,ti 17Ao7 .:FLORlO ��a TILLTT..ttmi af.i"waRvaECItI"v°maCOMP M PlFAL- pM11ta-mt 20-1a? a�Fs rAlc(iMI)BN-nla �.. dmr7lAlen P/aMI7-Lan Fi/SLONALE p.�` Ocov o.r orstm. cis au.r o P.� � "M° //////11111111111`" aAL1FR A TriJi L.P.r m If.i/ 7 FLmCA Uc.f 4AIBT maT to or 11 v —.~ / ,'I UG SCREWS O 6" ALUM. TIME W/1/I-I •'- 1/�0 u0 SCREWS o c- I.. uc SCREMS a fi• J 0.c. W/1 1/2'M o.c w//r 1//�2 M;n. W// 1/2•M„. ntRrApm - ( MREADED RfTC7RA7/01J To >E�AdED PETETRAnON r0 X J PENETRITKJN T EXISIRO - 1/4-r LAG SCREWS o , EX4nN0 WOOD ACADER. DDSNND NOGG NEADER MOLD HEADER. 6'aC w// 1 'AFn. I - 1/,"I /SCRENS O 71NFil0ED p „ON 6'O.C. W/J I/2•M'n. �}- 4 1HRFAOED PEN£TAAITON TO j •.d00• 0.230" j �- �- r E?p577NG MOLiD NFAOER. I D0Sn 0 WOOD WADErR. a• I O.2 2- : S0' a30a' 1 QJPO. eTs Ms. 3 ELI1t G D6N. I 2- Nm I a �^L�_ � Clue WOOD HEADERWOOD fl _ t/- R£OI.TR[D m ✓ IRm I RED I �•' O REWIREDHL40ER I I REO(NREO I - /' 3 [;�,'+<. .. WOO HEADER $ QC GASS ALTERNATIVE 1 sz�mrov To SCPA"ThXI TO r, 0r3/4 nW j T r W I I C, , 6•RGTor scalds( I ( I I/,•I X J/,• 6 Bi rEAr scmrs a •D.C..c. , '•ARmx, t 1-MRARAI I 1/],W/ : 1 d� SEPARIC 5 10 I q s£PARAc(Ass lO I r i i J,M 1 am Avr o J _ > I I IEIE7PY mC.n a MA ) B1%7 wj 1 1 �ee wx EEWW I T/6 .r J/J2 AOLJ' I I 1 twoST •E snG a/z•o.c :'.. - I SIW a/2*2•D.C. I �STD a I` --- =L--1 12•o. C. m - - T. ; ( T i e-M , is'0 Cane I110-.D�-.D ' .1m Awe ED ---- L 7/1'I-ZO S S O-1'D C r•1 0. C. r 1.arq' 1 Cone •. 7A Cane f 18 i I'. _ r .Sao- R r1''t C 11 w • 72•a C ja_:RED f 1/,i LAG SGPE115 O 6" 1 [A0 SCREWS e 6- ::' �: REJ.s1E_. o Lane. W/NOT a NiISHfR ( 11 1"r,•r.lzr ryn.) - 1.,'r LAG srREtrs a 2'•E:VIRE'• aG W// !/2'Afn a� Wr 1 1,2 Mm. •Sq c.I 6063-r5 Nom. TUBE(Cone) , 1',,-r.125-(1Fn.) I {i� 6-O.c. w/1 1/2-IFn. 2-, A•PJT•'' ,.+aAriu PET�It7RAMlN O �;300 1 pps 60R7_r5 Arm. n/BE Cont. r i1gPfA0E0 P£ r�AOW KNEADED PETIETRAKON O +EifANE" - M1dtD7H a PU1E. (2) 1/4'I(i SCREWS a X°i ( ) 1•, a AEOMIOIN a PULE MOI{mM 0E'PLATE ii :nCH MD(AnaxwlH of f + (2) //,-r uc SCREUS o STUD.2'M;n.NCWMNL).Wp 'I' EACH STD(MDWDTH OF w/2"Min. THREADED PENETRATKAv SILO. ' Kn. NOMINAL)AND NTO EX/STAVO STUD. W,2•Yin. 1HRFAAED PEN£TRA710N ALTERNATIVE 2 AVTO EXISAMG sTw. ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON sET"wm'w I SECTIONS A SCALE 1/A" DIA:s I EXISTING WOOD BUILDINGS 1/4-I-20 BOLTS W/ —._- J/ -WdC Mira NOTES: 12'0. C. 1. MrSTAEGITEONS ARE ONLY VALID FOR MAX A.S.D. DESIGN PRESSURE pr• / I RATINO UP TO �65.0• -72.0 ps/AND PANEL'S LENGTHS UP 19'-0: Lie 2. FOR W000 FRAME CONSTR[A:7XLV: N'000 MEMBERS TO B£ W. — SOUTHERN PINE No. 2• W/SPEpFIC DENSITY OF 0.55 OR EQUAL. I e6or 1/470 UIC SCREWS o 6" `T�1tl11111M1111y 2•. ,-P,A4 O.C. W/r 1/2-Min. RA:.jI� WRFAOED PENE7RAMNI .. ..�)T,''•,-. LRDMmn DEPUTE ;``y>P. ..... ENSF'- nn a FLOND BUILDING CODE Velocity Hurricane Zone) c _ N0.44167 _ O1Df0 TMI[CO3 N� I 0.030' t1ERTFIA ALUYINUY STORY PANEL My ALTERNATIVE 3 # * IN A Y WAY uc Uff ANY cw LL COMBINED (2 2S• DEEP) LYDIMN E,F *= TN ANY WAY TO S(M ANY N1I57AL1A710N. 1--_ STATE OF ;�� — EASTERN METAL SUPPLY, INC T/1/2D2o °90'•.,f(OHIOP �� L IL ECO'Nc. WESf�AW: u;a, ac ! r_ ill11T TES7Nq t ENDINEEJNNO COYIANY (� M/ee u SI6.l.1Mr.]oq Mr alb LMODri n il,ls PHONE:(se1)701-♦1m '•.••••E�,.,(.�'}- r„Ir:(.1o6)0,-tsw. cw1 y, FA1L•(s6r)0,1-17111 N"1NgON ANeLN.^" ova .... EOsr.1 .YE aMNw No CA-ODOeTu 1NLL7ER A TLLLIT Jr.P.E m ny6 -•".•- ROlIM U./44167 __ 9Ql 71 a/, r/4'• LAG SOWNS a 6.0,1/2'Ain. ThWAOCD 1/4'• LAG scaENS a C.W , 110W i0 EA3IN W G xOW /f'I-TO EL 1.O.C. w/, r/2•urn. 1/4'A LAG SCREWS O 1AE10W T O PE oN C. W/ AV*VMA/E•!?' 7O DIS1AG WOOD aFV. IRREVED � 11 Lonf. I a C • 0 ! TO FA751VA^WDW BF.W r/�-A-20 S. S 60U5 O w/r 7/b•ik 11 �fOSRRav cX•/SRAc I?'0.C W/NUT!WASHER ' FO*7A17XAV I•. ... _ EC "GOD BEA1t REOte$D. - <' a'(Mm)IX157AW 1 I Ain. _ 1/1•A LAG 5CREW'S o 57RUCTUPAL ADEOUICY CC -r EC WOOD BEAU REOWWED. - I _. r a C. W/1 112"Nln. OF EY/S77AG WOW BEAU S7RtcnAm ADEOMCY 0.2so' 1 ® - 1110 PENETRATION 111 TO BE CERnniD BY OF IX67AMG WOO O&W AIOx. 1 - --T IY floSTMC WOOD I 1 REG57ERED ENGWEER OR 70 6£CERTbw BY _ O.sW -T 1 I /i1gD1. ARCHNECT PRIOR RI RM57ET1FD ENGINEER OR COW.. i T?T SNUTTE7P WSrAUA7pN ARCMIECr PRIOR TO M7n. I t� I' • i 1 'j rj1 I ems:)r 1 ..r` 9*fTOV AVSFALUAGw. _•:. S Cent S•� 1 � C - 1 WQOD HEADER ; W.I-! w REO(AREO 1 1 7"NlNG/UM j 1 BOCX75 M/7 �r• 1 d SEPAR477ON TO 1 t - 1 Z O H�� 1 1 ,�/�•RMG hVr 1 fLlt i aEOwam GLASS I i I"M1NVAN 1 1'MggIUM I - __1 i.. ALTERNATIVE 8 stPWRACLASs 7 ( I SEPAL�o ! i g sEPNe >0 1 i I-M/1101 1 ril 1 SEPARAnON 10 G7A55 1/4•A!Tw BIM,gq• i j I I 114'G7: I ' -- TE7L SCREWS a i•aC. t I I 4 i I _ O ' 11 1 py 1 I � 1 i MMI ' 71V•,�/4-gal,Q I ! 1 L .! I E?'Q G I 12' C o ' I ;E0 E0; _ I ;D r,r r,r p ,1'OC L ,E-0 EO. i _ i_. .7- Coot T_ } I ._ � IOfNO... i u A6ra 7; I WDW 1/1'A LAG SCREWS O y 1 coot '/A"i-20 Etro 6'O.C. W/I , 'Yin.j - mofe/f— REONRED PLAM RIRF<YIEO 7RIN fi{ -:awo-, � --I �1�., PANELIKTE O 12" O 100NfOM OF PU7E. LEG 1OO17pNFIA IEMME D. C- w T /e' i I 1 �,pEO ! •�� Aen.PENE7R17170N _ •ON7. _ — to Q� NO'D SILO Il '�.n ANOWtD7H Of Pu/E f ( POS 7 - F'- ii661111 a1nEN T7KW•) 1 /"0 uc SCREWS a ip•,,LAG SCRETYS o �,814- 0 14'O.L: ,•O. C. W/, 1/2•M'n. 1•a C. M'n. �,u!qj G NUI REOLSHD •� 1/1•CIO S S BO(IS O ,I 1 1HREMED PENEIRARON 77AFFAOED G �;::•.. L-/r O.C W/AN!WASHER " C-t I :l' �. ALTERNATIVE 1 ALTERNAT/VE 2 Q, I-.4- x.115"(14nJ 604T-75 Agrn. ME EACHS A(A sclrEws o ALTERNATIVE 10 11 CEILING & FLOOR MOUNTING INSTALLATIONS i EACH 57Uo(AG SORE OF STUD.1'AEn. 7WH� O READE i ALTERNATIVE 9 A AVTO2'ION6 E0 I EA.STW SECTIONS B SCALE SRO. E0; f •slog sNw cw 63 TO WALL MOUNTING INSTALLATIONS WOW PLATE SECTIONS A SCALE: 1/1'n r' REOU,REOpowm NOTF_FOR-colreM N_oF SECTIONS: SECTION O STUD TYP. TOP/BOTTOM =R/WALL/CEIIJ-Ma N77NG SECTIONS CAN DE ALTERNATIVE 11 COMsfNED!N ANY WAY To SD/T ANY INS7ALurfoN. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ` �Num1Mn17� Mo7Es: y>Q•'•\_\GENS,- �A'% FLARIDA BUILDING CODE Non Hig. V• Hurrioon• Zone) emm 71um6.IRe. 0.030' KRTNA ALUMINUM STORY PANEL YJ 1. INSTALLA77ONS ARE ONLY VAUD FOR MAX.ASD. DESIGN PRESSURE - No.44167 (,j2l A DEEP) j RA77NG UP 70 +65.0, -72.0 Psf AND PANELS LENGTHS UP TO 9•-D: _* * *" �— omvw or - 2. FOR WX)oo FRAME L'ONSIRUC77C7N: WOOD MEMBERS TO BE SOUTHERN =-0- STATE Of '/ EASTERN METAL SUPPLY, INC PINE NO. ?, W/SP£CIF7C DENSITY OF 0.55 OR EOUAL. ' 'L E C O 1 M C. A24 WEST NOS DWW LM7f '��'.F�OR10P 'rA�� Ttur 7Ernrla t ENG�444!67 YPAr 1.i.•I�07 M17E6i-62Y-- /x1HA1-171i°n006LLILOOOA Uc. ' a a SIIQf it�it I 1 1/610 LAG SCREWS O 6- I/!i UFi SCREWS O 6' >1/ M. v PENE7RAAV.TION TO 0C-W/ 1 1/2-ARM EOSTIT'IG WOOD HEAVER PENE7R—TO .250"/ E]o6'NNG WOOD HEADER .500' Mar. .250- .5� Mar. M in. I I •3;Cont. k. 3 Caal � I I IL 1-LII; ar WOOD HEAOERI W000 HEAVER: I + REOLNRID REpN'Oy I-Min I € SEPARATION TO GLASS I�Min SEPARA770N i N TO GLASS G EEAy7/SS DETAIL 2/15 Y jw 161 - t I Y-20 S.s Oro i 1/I i-20 S.S� I vrs w/ D7AS aa75 w/ w7m�'G0i,J/J2' Y/8 7/6 i r 3/32" ] MAC NUT 7AF O 12'O. C L1NIt 1 . 17.0.C. Dort: . ` ED I - - - to Eli \.1 IY LAG SCRf115 SCRENS O 6' -O 6r O.a w/1 27/12" AM I110V O �I I E6 PQRE71W 12_ " mlowmB OF PEATE 2 r PLA' YDNDH OF PIAT E REWRED O REOUIRm 1 i•� NVIERgRLY REAMWBfE PANEL w/ ` SWCWUX BOLTS DETAIL 2) I ! 1 I C TI71RU 5/B'O 1 HOLES AT O 6'O.0 k FASIFNED A7 REIN w 7/BYXJ/J2�N1NG N(/T SIEMNt�M ALTERNATIVE 12A+ ALTERNATIVE 128= °CRY SIDENNLx BUT �r�(�FtA.TI((/✓ WALL MOUNTING /NSTA LeTIONt No.44167 SECTIONS ..-�a.� _ *A.S.D.VALI FOR DESIGN PRESSURE $• RATING. G. / �'�. �IHIC DF .Q' SCALE' 1/1 T' A.S. DfS(C/Y PRESSURE RATING. �y ORION r•�tv� INSTALLATIONS VALID FOR PANELS'1 . USED JOINTLY ION-4ALt 7jW/Hr11111111N WITH INTERIORLY REMOVABLE P4�NELS _1 INSTALLATION DETAILS ON_EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Nast HI h Velocity Huntcano zono 07Nt0*►itch.OHL 0.050' BERTHA ALUMINUM STORM PANEL MP _ (225' DEEP) o+a/NN fir EASTERN METAL SUPPLY, INC r 1 1 L I E C Q 1 N c. wEsi"WEST ROAN+•tis�ioT are"LLR 7"Ho•ENOMEEINNO COMPANY PHONE:(661)20"263 .766 u.16w s�.a lac vASM aema n]r�� FAX:(561)6/1-1716 20-182 CA-0006716 �Y�,N,w -- pppwp ' yR tv.N� Man.6w YR NNL7FN A TtR A.P.E.L - •��--�.-���. �__ - _ _,_ 1LOINDA Lfc.1 N167 ab tlaa ====F= 9QT tJ OT 1! i I/4%SS.LAO SCREW ' 7/I%SS UG SCRCW O 4'Or W/I 1/2•MAN. -- i � POMADED P�I� ( +AL7ERNATNELY, 7R4CK®MAY B£A7UCTIED 0 4'aC. W, r/2'YIN. ,•,B'(Ym.)E7fh7ING TO HOLLOW CEILING As PL77 DETAIts sHow //�,I D WOOD TALI ON AL7£RA411TYE 9:t SHEET IJ. I I'r e'ryL,r.)ExI57KA; y I fA•-r- EG- WOOD BtbI[AOEOWC7 SOx-•- EG•". EO•-.- EG -I MWO BFAu R£Ou1gE0. Wl-.- ED 57RLOR/RAL ADEQUACY I OF DOSING o RgOD OF EXL37WC ROOD ' BEiIR m BE OF TR/4%S.S.LAc SOIIEW / a i ac w/7 1/2'IRK .•'0 OR A REGISTERED 0P a 4-acswj /LAO1'E/L BY BEAM £REcsr RED NCATER E�:.L IIW7EAOED PfAlE7RATIDN TO 9RRTER/NSTAUATpN. (�'> THREADED PE7IEAN� OR AR�IT rCr PRIOR TX N.(+) ~ I/ 25. I—OO cat o 1 a.e I s o T I tiBlle, � II m I I 9SEE 1 �7WC sEP SEE SCRED" AMr�•i N - t $ s�ixw I t $ SEC sal£aL1E[ I g us SEE OSCHEDULE I 1 u'�� TO alS5 ! I 'yl,r' 70 cuss 1 7GLASS"G _ sMR I <t TO LaasSEPA"71ON S TO GLASS I DUN, 2 1I p l _ I V4• 4- I ri � I \j I O DETNL 2 yr 7/3'•r i 3132'R —7/e'I J/J2• l�rv/`l'Il I, -- 7/6- , /�a" 9w NUT NUT EteY EttRL sn.D mwmffo 4;lum SAD EWNC WR NUT D 1 0 12'O. C. O 12'O C y� I •!r a F. i 2'o C. ALToewTt= LEG loco ( i tEG 0N lL'aAD w. ' _—ROW aul DE - -_-'- WOW DECK adr ._HOOD Lucy _2"' REOO.07ED , REOL49M r"I• X DECK I/4 a LAG SCRE%5 O 4-O.C. ED WWWRLY REM01440L£PANEL(DWI INTERIORLY REM0W%8U7 PANELOI W/ 114W11 1/"MS THREADED PENCIRI DON r/I R LAG SCREWS O 2'OC 9�K SM7S DETAE 2) SIDEWALK BOLLS EE OFIAE 2) 1/4% UG SCREWS O 2'O.C. W/1 i/2"MIN. THREADED PENEIRInON D 7O7NRU 3/8'I I/I% UO SdTE115'O Al'O.C. - lED 707NRU S/B% Imo/ III'NLN. THREADED pENEIR17.gy HOLES Ar }O 6'O.0 d•FASTENED W/T //2'WK Twe4m PEIEIMTIDN HOLES A7 ]O 6'O.0 h fASTIW'o AT REAR W 7/e%rJ/J2'WplC NI/T AT RE4P7/B%r]/J1'MAG N[? O EMERY SIDEWALK VOLT. O EL£RY SNXWLK SILT. ALTERNATIVE 13A ALTERNATIVE 138 ALTERNATIVE IAtA ALTERNATIVE fIB CEILING & FLOOR A40UNTING INSTALLATIONS _CEILING FLOOR MOUNTING INSTA L a�_ TION_s ,,���EF�A 71II�r✓ ,SECTIONS 13 SECTIONS 14JGENSe'- SCALE 1/4"- 1' SCAlf 1/4"- I" ; 4167 Jam 1/4"-2Gr1.3.S SMW"W05, - = WO•A* R/J/4•SLOTTED AEAa N7E1MRLr IWxEL zI t! ` R7Ru AEY�al��1J aE s•o.cv - STATE OF Axe.+ W/i/4'-70 NLR AT RE.w. E NOTE FOR COMBINATION OF S£C7)ONS: Q• �- ,�/�• TER,!a c.-. `• """`L fLOOR/CE7LING MOUNTING SEC77ONS CAN BE ';FS'S'j""'•'EC�V�•`�� Lf7tilBIN£D IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 'E4ONA�rj1,,,. I^— FLORIDA BUILDING CODE Non NI h Volodly NLv koarm Zorn L- 1 _. NOTES: C2020 TLUCD,Wa 0.080' BERM ALUMINUM STORM PAWL MP _ 7. INSTALLATIOTNS ARE ONLY VALID FOR ASD. DESIGN PRESSURE RATING (2.25' DEEP) pMwN er UP TO*65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9'-0: EASTERN METAL SUPPLY, INC ` 7/'VJg1O .. �• �1 2 1:OeE O 6"OC. E C 42E!WEST ROADS INIYE fN7L' ?. FOR NEW WOOD FRAY£CON 1 L ISTRUCTION: WOOD MEMBERS TO B£SOUTHERN /� I M C HEST PALM IWAC rL 33407 2 B4STALLA]7QN Of��I XI PINE Na. 2 W/sPECTf7C DENSITY OF ass OR EOLML. T1LUT TESTING A ENGINEERING COMPANY PHONE:(561)209-SM3 -- R1V 9BY1rA[X BOLTS ti L mf4o i m O ¢NOOK rt v,M FAX:(341) 1-1710O RMOVA_ E P NF : m CA-00GT1f —.. �0 - RME as.w mWr,Iar rrt A mm RM WALTER A Xur dr.PS- FLORIDA FLARIDA U./"197 1