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HomeMy WebLinkAboutPRODUCT APPROVAL (2)Florida Building Code Online https:/fww%v.tloridabwldmg.org/pr/piL_app au-aspxsparam=wLxnvA... S CA tl NEU r i R 53 � ��k � P '✓ -� .c tl .r �.y� 'mac a. � i... � � r fY,s..sK ?x v`�. L.3 ^ �. ,f(, .� 1 +k. r °:.v... �4«„ , . ,.,ar'ira.�.yf, ws`-i'i*.: .ate ., :�iS`.;:. a ... .. �:.v..-x.;'i.,'.s`.�.srx• %V 4'�9 71v� K�'�E•' „€ z.=1- [ •, "iia`a c va -:� 50S Home Log In User Registratbn Hot Tbpks Sbm2Surcluage- Stats 8 Faris Pkd%iu ns FaC Staff SM Site Map Lkft search d h r ! Produet Approval '� �• usFn: Fumic user >ProAuet orApg{"Hon S SuA >AggrotitL.t>AppYrsBon DMW FL * Application type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Repre: Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect P Report Florida License Quality Assurance Entity Quality Assurance Contract Ex Validated By Certificate of Independence FL11968-R4 Revision 2017 Approved Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@eastemmetal.com CEIVED APR 13 2018 ST- "0119914h1Py, ftriltlttfng BIII Feeley Irodriguez@easternmetal ILE C Aoo&� D-V Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received who developed the Evaluation Walter A. Tiilit 3r. PE-44167 National Accreditation and Management Institute on Date 12/31/2018 lohn Henry Kampmann It. Validation Checidist - Hardcopy Received Referenced Standard and YearZofStandard) Equivalence of Product Certified By FL11968 R4 COI i gSTERN METAL SUPPLY IU9.-PRAWING_37-098 CERTIFICATION QE ),�I,DCpEt�DEtdC�,QD F, FL11.2§8_[t4 COI EASTERN METAL SIVpRL_Y INC._DjiA1NING 17-095 CERTICAT10U&E j DEPEMDI:NCE,PDF FI 11Q¢$ R4 COI EASTERN N,R•-f-NC. DRAWING ERTIFICATION-QF ItVDEPENDF�E PDR FL !2kQ- R8 R4 C4 EASTERN MU& L PPLY24INC. DRAWING 094 CERTIFICATIP -E jND PENDEN E.Qdf Standard Year ASTM E330 2002 SSTD12-99 1999 Florida Licensed Professional Engineer or Architect FL11968 R4 EgLiiv EA.$T•ERN METAL_$UPP(_y, Ih(C^DPPVJTNG 1 -0 ,S1E�fER E UIV L _IyDE QETWLlj -99L A_ D AE-K-11_106 PDE �19A8_gg Equiv pASZE3N METAL UPPLY. INC DRAWING 17-098 LETTER OF EOUIVALLEyLDSS7D 12799 AND Aff.M E-1995:P-DYE Lli 68 R4 E i NSTERN METAL�UPPLY, INC DRAWING 17-096 LETTER EQUIVALENCE BETWEEN 5M 12-99 AND Q5_M_E_19r�fj_PD_ EL 19-08 R4 Etuiv EASTERN METAL SUPPLY2 NC. DRAWINCz17-094 LETSER EQUIVALENT IIWEEN.SSTD2N9 AND ABM 26tf 1 of 3 4/3/2018, 5:06 PM rlonda Bullaiikg uou unnne ---- r-.. - - - Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/26/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 SummarZof Products_...._._ Description FL # Model, Number or Name __. .. _........ ...._.... .. . 11968.1 .0.040" Bertha Aluminum Storm Panel(2.25' Deep)- Non-HVHZ - Drawing Number 17-M Limits of Use Approved for use In HVHZ: No Approved for use outsWe HVHZ: Yes Impact Resistant, Yes Design Pressure: N/A Other: Large Missile. Max. span Is 12'-0" for +25, -25 p.s.f. and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of Installation drawing for other spans and pressures. Valid only for rAnd zones 1,2 & 3 as defined by ASTM E-1996. 11968.2 0.050" Bertha Aluminum Storm Panel (2.25" Deep)- Non-HVHZ - Drawing Number 17-096 Limits of Use Approved for use In HVHZ No i Approved for use outside HVHZ Yes Impact Resistant: Yes { Design Pressure: N/A Other: Large Missile. Max. span is 12'-11" for +30, -30 p.s.f. and 8'-2" for +75, 80 p.s.f. for mountings without "h" header. 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 Storm Panel (2.25" Deep): Flan-HVHZ - Drawing Number 17-095 Limits of Use 1 Approved for use in HVHZ: No Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile. Max. span is 9'-W for +30, -40 ps f. and 71-2" for +70, i -80 p.s.f, for panels mounted without " header. See sheet 4 of installation H" drawing for other spans and pressures.Vaild only for wind zones 1,2 & 3 as defined by ASTM E-1996. L_.... ......_ .__.._..__._. .... ........ _.._.. _: -------- 11968.4 Clear Bertha Storm Panels (2 114") - Draw"Number 17-098 Limits of Use Approved for use in HVHZ: No j Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max/ span is IW-W for +28, -28 p.s.f. A.S.D. and 4'-0" j +105, -110 p.s.f. A.S.D desgin load. See sheet 3 of installation dravings for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by Corrugated aluminum storm panels retained or not by tracks to provide hurricane protection. Ir�ilation Ynsl�ans fL11468 R4 II EASSERN hLSUPPLY�C DRAYSING 17-014 0.040 i3ERTFfA ALUMINUM_`+�5i1�L'LDL+PAf Verified By: American Test Lab of South Florida Inc - Created by Independent Third Party: Yes Evaluation Reports FI EI�68 4 A EASTERNI METAL SUP c Imo. QRA ,fNG 17-094 PRODUCT EVALUATIOIJ REPORT.odf Created by Independent Third Party: Yes corrugated aluminum storm panels retained or not by tracks to Provide hurricane protection. Insta 7mon Instructions FL21968 R4 II EASTERN METAL�UPPL_Y,—II�C DRAT_"AiNG��96 0. 50 BERTHA ALLl_MMM $TORN PANE LPDF Verified By: American Test Lab of South Florida Inc. Created by independent Third Party: Yes Evaluation Reports FL 196 R4 A ASTERETFjI SiTPP4Y� DRAW 17-096 PRC)pUCI OF EVAL ATIO1J REPORT.PDF Created by Independent Third Party: Yes corrugated galvanized sheet storm panels retained or not by tracts to provide lnnricam protection. i ' Instaffation Instructions-- F}J,1968 f�4_I_I EA�yE.RN MFT�I, SUPPLY TN�,��A N�FN i -095 24 GAGS i GALVANIZE BERTHA STEM STORM PANEf.PDF i Verified By: American Test lab of South Florida Inc - created ; by Independent Third Party: Yes Evaluation Reports EL] 19�$ R4� RSV M�iALSUPPLY,�?iC. DR Vti J1I G 17-095_ Phi ODU�T _EVA�U._A:aQ REPORT_.PDF Created by Independent Third Party: Yes corrugated palycarbonate storm panels retained or not by brads tb provide hurricane protection. 7nstaUation Instructions FL1Q�$ R4 II EA$LE�NS1€T UPPY�INC_DQA +V�IN�C 17:C�98�LE9B 9E117h6 EEO 1 Pgl 11225_-E F j Verified By: American Test Lab of South Florida Inc Created by independent Third Party: Yes far ' Evaluation Reports j ELI 6fi. R�9E EASTERN MITT-_4._�4Y, tlQ. DRAY�I�r 17�8 PPQ��I-T ASit`7 OF EVALl1AT70N REPORT.PDF Created by 3adependent Third Party: Yes 99 L_=_) Qr4act : 7Gf3a 6air5tmt7e ,7.ea xcnw a �ag9 phom• SSa-487-1824 The State of flehla b art AAJEE0 empbym Cam. F+(= 2Qo"g!13 State of FbMa.:: i (Wety SMtemerR :: Accessmffiv Statement :: 0� Under Hodda law, emal addresses are PW& remrds. Ifyou do not want your e-ma7 addnas need b reVotse to a pume-tewf& request'. do not send eleetrurdc mat to Oft a9@y. rrstead, corded the office by phone or by hadhboal mat. If you have any ques4bm, please contact 850.467S395.'ptasuack to SerYbn 455275(1), Fbsida Statutes, enedNe Odober 1, 7012, `mmea- F:;-rsed uodar Guapter455, FS. must Fmob the �,�el ady�, � provide be d�atmerawrh an emaE Kd'+a��be used b�a p�To �a1� ifyou me a f� tinder Qm��9�ELF.S�, lam dCcl ei . IYTM do net VV" LO suppya PnmftdAppmrs9Aa0= LLtnf or_9 N tier 0 2 of 3 4/312018, 5 :06 PP GENERAL NOTES: 1. STORM PANEL :SHOWN ON THIS PRODUCT 'EVALUATION DOCUMENT (P,, D.) HAS BEEN VERIFIED. FOR COMPLIANCE /N ACCORDANCE WITH :THE 2017 ";(6th EDITION) OF. FLORIDA' BUILDING CODE THIS STORM PANEL SHALL = BE INSTALLED' AT HIGH VELOCITY HURRICANE ZONES (MINA/ —DARE /" "BROWARD COUNTIES). DESIGN. WIND LOADS SHALL .BE DETERMINED AS PER SECTION' 1609 OF THE ABOVE °MENTIONED CODE, FOR A WIND SPEED AS :REQUIRED BY .THE JURISDICTION `WHERE .THESE SHUTTERS. WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=D.$5. 'USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND _SHALL NOT EXCEED THE t AXIMUM S (A..D.) DESIGN PRESSURE RATINGS INDIC4TEDON SHEETS 5 TNRU 9: IN "ORDER TO VERIFY' THE ABOVE. CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7=16 SHALL BE FIRST' REDUCED TO. A.S.D. DESIGN :*?* LOADS BY "MULTIPLYING THEM `BY 0.6 IN ORDER TO. TO COMPARE THESE W% WXx .(4S'D) DESIGN PRESSURE RATINGSINDICATED ON SHEETS 5 TNRU 9. IN .ORDER TO VERIFY _THAT COMPONENTS AND ANCHORS Q!V :THIS P E-0. AS "TESTED WERE NOT OVER STRESSED, A 339 INCREASE IN ALLOWABLE .STRESS. FOR WIND, LOADS WAS USED IN THEIR ANALYSIS: A :DURAT]ON FACTOR CD=1_60 WAS USED FOR 101AICA7TON.OF.'FASTENERS IN WOOD. STORM PANELS ADEQUACY FOR IMPACT AND :FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE_ MENTIONED CODE AS PER ATL" REPORTS` # 0121.01-98R, � 0329.'01 OD # D525,Q1..:00 AND /�051Z01-03 AND #0617 02 04, .AS PER :IMPACT TESTING. EQUIVALENT TO ASTM E— i99$ STANDARD & :ASTM- E 330-02' STANDARD, LIMITED. TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DEFINED` 0Y_A57M E-1996 STANDARD; AND :#0221.01=01 PER. TAS .201, 262 8c 203, 2. ALL. ALUMINUM SHEET METAL PANELS SHALL HAVE 5052—H32 OR 3004—H34 ALLOY. J. ALL ,ALUMINUM EXTRUSIONS S LL BE ALUMINUMI ASSO IA7TON 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE' NOTED. STORM "RANEL COMPONENTS 14 STUDDED PLATE AlVD'Q5 SNAP CAP ARE PATENT PENDING. 4. ALL 'SCREWS TO .BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION. RESISTANT COATED CARBON STEEL AS PER DIN 500.18 W/" SD ks7 YIELD STRENGTH AND 90 ksI TENSILE STRENGTH - SHALL CDMPL.Y W/ FLORIDA BUILDING CODE SECTiOPl 2411.3.3;4. 5. BOLTS TO BE"ASTM "A-307 GALVANIZED. STEEL OR AISI 304 SERIES STAINLESS STEEL; WITH.35 ksi MINMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS. (UNLESS OTHERVSE NOTED) (A) TO EXISTING' POURED CONCRETE.- 1/4" D TAPCON ANCHORS AS MANUFACTU ED BY I T.W BUILDEX. 114 d CF TAP —GRIP ANCHORS (BERTHA iw—CON), AS MANUFACTURED BY TRU-FAST CORPORATION d/4" d ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POVIER FASTENERS, L'VG. 1/4" 0 k 7/8 CALK —IN ANCHORS OR ELGO male & female P'ANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND .ELCO •CONSTRUCTION Pf200UC7S; RESPEC7f%ELY. 1,74' fl x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW/, BOLT & .SPECIALTY "COMPANY. NOTES: A. T) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314 FOR ZAMAC NAILIN ANCHORS IS 1 3/3" FOR ELCO PANELMATEANCHORS IS 1 .3/4 AND FOR'CF TAP —GRIP ANCHORS IS I_1f4".___ _ A.2) -7/6" CALK -IN` ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POUtZ - CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 "SCREWS USED SHALL BE 1 1/2' LONG Id1NlMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STTJGCO: A.3) MINIMUM EMBEDMENT OF 114 "o x 3/4" ALL POINTS SOLID —SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE NO.EMBEDMENTINTO STUCCO SHALL BE PERMITTED. 1/4" 0-2D S.S. MACHINE SCREW USED SHALL BE 7 112""LONG MINIMUM SHOULD STUCCO EXIST, AND 1 " 44INIMUM .FOR WALLS Y/ITH NO STUCCO. A• 4) .IN CASE. THAT PRECAST STONE; PRECAST "CONCRETE PANELS, OP. PAVERS BE .FOUND.:ON THE EXIS77MG WALL OR ..FLOOR, ANCHORS SHALL BE LONG ENOUGH TO .REACH THE "MAIN STRUCTURE .BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED" ON NOTES A. I) 8c A. 2) ABOVE. ,Jill (8} TO EXISTING" CONCRETE BLOCK. WALL- 1/4" 0 TAPCON ANCHORS AS AANUFACTURED "BY I.T.W. BUILDEX: ,�1 114" 0 CF LAP—GRIP.ANCHORS (BERTHA STUD —CON); AS"UWUFACTURED BY 7RU—FAST CORPORATION. N 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS. INC_ 1/4' s x 7/8" CALK —IN ANCHORS OR ELCO mole & female. PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS,. RESPECTTVELI 114" 0 x 3/4" ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,, BOLT & SPECIALTY COMPANY. V. ��-; 1/4" D RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.V/., BUILDEX. RECEIVED APR 13 2018 FI-LE C0101 vi NDIE'S; 8.1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE AND CF" .TAP -GRIP ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE F 1/4 ; 1 3/8" .FOR ZAMAC NA'101V ANCHORS AND .1 _ 1/8" FOP RED HEAD .OYNABOLT SLEEVE ANCHORS 8.2) 7/8' "CALK —IN ANCHORS SHALL BE ENTIRELY :EMBEDDED INTO THE CONCRETE BLOCK UNIT., NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0 20 SCREWS USED SHALL - BE i- 1/2 LONG M1NIIdU1,f' SHOULD STUCCO EXIST AND I " MINIMUM FOR XALLS WITH NO STUCCO. 8.3) MIN/MUM EMBEDMENT .OF t/4 ID x 3/4" ALL POINTS SOLID —SET ANCHORS SHALL BE 718" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" A 2O 'SS. MACHINE SCREW USED SHALL. BE 7 112" LONG MINIMUM SHOULD STUCCO EXIST AND 1"" MINIMUM FOR ,WALLS WITH NO STUCCO. 8.4) IN CASE UG -TO ST_STONE .OR. PRECAST CONCRETE PANELS BE.'FOUND ON THE EXIS77JVG WALL, ANCHORS SHALL BE LONG ENOUGH .TO' REACH THE' MAIN STRUCTURE BEHIND' SUCH PANELS .ANCHORAGE SHALL " Be .AS INDICATED ON NOTES IN B.1) .AND 9.2) ABOVE (C) ANCHORS SHALL BE 'INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICA770NS OF THE ANCHOR'S i1lANUFACTURE2 7 PANEZS.NAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC17ONS 1 THRU 8 (SHEET 3 & 4 OF 9) EXCEPT THAT 'HEADERS :3, 4 & 5 .SHALL NOT BE USED. 8. IT SHALL 'BE THE RESPONSIBILITY OF THE CONTRACTOR .TO VERIFY THE SOUNDNESS OF THE STRUCTURE .WHERE: SHUTTER• IS TO BE "ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE; BLOCK OR WOOD FRAMi BUILDINGS. 9. THE" INSTALLATION CONTRACTOR is _TO SEAL/Ci1Ak _ALL SHUTTER COMPONENT EDGES WHICH REMAIN 1N CONTINUOUS 'CONTACT WIN THE" BUILDING TO PREVENT WIND/RAIN JNTRIJS/ON CAULK" AND SEAL SPUTTER TRACKS ALL AROUND 'FULL LENGTH. 10.• (a). THIS PED. PREPARED B.Y. 7II15ENGINEER. IS GENERIC AND: DOES NOT PROVIDE INFOR1.f4TION FOR A SITE SPECIFIC PROJECT, f,e. WHERE .THE SITE CONDtAONS DEVIATE FROM THE P.E.O. (tr) CONTRACTOR TO BE :RESPONSIBLE FOR. THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON 774lS'PE.D. PROVIDED HE/SHE DOES) NOT DEV/AlE FROM TNE.CONDITIONS DETAILED ON 17J%S DOCUMENT. CONSTRUC770N SAFETY AT SITE /S •THE CONTRAQTORS RESPONSIBILITY. (c) THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS I (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED, 19Y A iFLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH .WILL BECOME THE ENGINEER OF RECORD (EO.RJ FOR THE. PROJECT AND WHO WILL BE RESPONSIBLE FOR THE' PROPER. ;USE OF THE P. E.D. ENGINEER .OF RECORD, ACTING AS A "DELEGATED ENGINEER TO THE P.ED. ENGINEER, SHALL . SUBMIT TO THIS HATTER THE S77E SPECIFIC DRA�gNGS FOR REVIEW HALL. (e) Tqjs PREPARED S14ALL BEAR THE DATE' AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT; 1 i. SHUTTER .1.fANUFACTURER S LABEL 'SHALL BE LOCATED ON A READILY "VISIBLE LOCATION AT STORM PANEL IN ACCORDANC E WITHSECTION 1709.9.3 OF FLORIDA' 'BUILDINGG`."CODE.:ONE LABEL, SHALL BE PLACED FOR EVERY OPENING: LABELING TO COMPLY V/1TH SECTION 1709.9.2 OF THE F70RIDA .BUILDING CODE. 44167 THIS DRAWING .SHALL ONLY BE "USED TD OBTAIN PERMITS IN THE STATE OF FLORIDA, I'LORIDA:•BUILDING CO 2617 77LTECO .INC, O, 050" BERT EASTERN L E C O tkc, X Jr PHfw&. au Yi METAL SUPPLY, -INC WEST ROADS DRN "PALM BEACH FL, 3J407 )209-MJ, .FAX. (S61)841—171E DRAWN.BY. o7i26i» DAIE 17-696 Our 1 OF 14 1 1. 14.845' (TOTAL --morn'" mrmcm J.Sob,*. At APPM4BIE 2 15.719- (TOM WIDTH) MOW (EFFECr&r WD771) -------------- Fob' 1:5007 1.50f 10 A� A11.161Z O 125- 'I .-1.11, ALTERMTE LEG LOC47702V =_: --- - - - - - - - 1/m. &um.mAf pu7r (3) ' 51810 ROLJ AT TOP LINE V. S Sz swo TM 70 My� & V'12' O.a 9.645' (TOTAL MOTH)— [--6.000' ME WDTH):--i Lil:�J­� As A� Jh �lfALF ALUMINUM PANEL Wf HEMMED EDGES a 47 (TOTAL F—ON6.000" mot 1.500-, 4-500. .1.500, ,2 & ARFUC46LE rr-- _-4 :t7j I . (1) ST[!RM PANEL Sc4LF: r14' - i• (2) 5110' HOLES AT BOTTUtf LINE. FOR 1/41O20.1- S.S. MACHINE SCREW TAPCONS ra 16 3116'wx750.47 LONG WALL. pi Atf IL2.125"-4 2,050' OR .00" 093' DETAIL I: STUD W/ -DIE CAST ZINC ______NJCKEL_PLATED_WNG NUr JC 3". ANGLE BUILD OUT BRACKET rfDa OFtj J0.625' OPTION 1 opwN _KEY ffotr AT PAAf_rL. 30 Max.. "V• BUILD our . =qz: J,4, - I" -374 7pORD" to.09j, .090 F` 2" x 5. (Max.) x .125" ANGLE SC4tE KEY HOLE. WASHER 310—SHM-4 Mm AILOY 80 REVERSED "F ANGLE TRACK 114- 9 304 SERIES S. S. SM& R.VcrcV To ANGLE 0 SPACINGS SHOWN ON SECTIONS .09.3 I. 750. [7/ 16 7"x ti SEE OE-lAlL I 2. Obo' 10 STUDDED ANGLE W&Y-75 QM. AUCi rf ScAul : J/8, a.I - -amm-Ew UVI.L 18L. rAff" (OPTION. TO 12) FLORIDA BUILDING_ CODE (Non High. Velocity Hurrlccine Zaija) _,-20v Ttt"tco, :l*. :0. 0" BERTHA ALUMINUM STORM PANEL (22; 25!. DEEP) DRAA*v 5 r ?. . EASTERN METAL SUPPLY, INC 07126117 DATE, k_ 01,N C. 4268 WEST ROADS pl?jrp T/LlJZ� T TESTING & ENGINEERING COMPANY WEST 'PALM BFACH, FL: 33407 ass IVw, PHONE (561)209-8263 FAX (561)841_1716 17-096 omw_ E8=0005719 my. ho -efsztrmv VAJE�. M. Abusnnnaw as DRA07NG Na OR r. pe 1: an 15-044 ��/f WAL A j '. IF FL 4 �L 44167 . 2 -] - I ' - 4 SHEET 14 'Or 14 MY CONCRETE ANCHORS (SEE SCHEDULE} 0 C� TOP TRACK (SEE 'COMPONEWTS,'TSHEET IA OF.9) " oax:71" F Tl Tl -1 1 1 IQ, A r,-Pj i V 1 T 33 i 6-1-- 7—, 1. i w r CONCRETE ANCHORS (,3FF srpml)IF) j Min. STORM PANEL TYPICAL ELEVATION SCALE : 1/8" Fu SEC-TI.ON. A. A :SCALE : .118" 1 Min. L BOTTOM TRACK (SEE. COMPONENTS, SHEET 1A) FLOR1DA._BUILDING ,-4WDE (Non High Velocity Hurricane Zone) 02017 7VEC9 WC. 0.650­ BERTHA ALUMINUM STORA4 PANEL. 2.25' DEEP) D84i& B Y. C.0 EASTERN METAL SUPPLY, INC 071211,1Tt- 1*7 I . . I . DA 11LUE I N .. 4268 WEsTROAD$DAWE r Tr /g&DVOINEERING COMPAW WEST "PALM BEACH, FL:33407'. $fo, j4O5, MM14 A 33t66l . PHONE. ($61)209-1263, FAX (561)84IL1716 1-7-096 For;;.1. 7-153f ' . 1, ay. AbSAYDATC - K' DRAWING No A WAL7ER nUIT 'Jr, P.E. 711611 7T . FLORIDA vc. 4:44 t 67 j- - :4 SNFEET 2 OF 14 ?APCdJVS. -ZAA14C iNLIN, RED HEAD OYNASOLT CF TAP-GRIP,_CALK-W OR ELCO WLEX.FaMLC FAIVELVATE ANCHORS (SEF.SCHEDULF FOR SP4.63 W r" MINIMUM SEPARA77ON TO .GLASS :FOUREV CONCRETE. OR CONCRETE BLOCK WALL f REQUIRED 1 A-11 TAPCONSALL POINT 11 x IA141 RED L7- J CF TAP -GRIP, CALK -IN OR LELCO-MALEAFEAMLE FANELMATE ANCHORS (SE.- SCHEDULE FOR SFXCllYG) SECTION 9 IINCH,OP TAPCONS ALL POINT scud-sEr, zAmc AwVM. RED HrAD DrARGOLT, :CF TAP-GRIF. CALK -IN OR ELCO-=C9lClVl=RE SPACING). T— POURED o CONCREM REQUIRED ! ` j o O , -a I* MINIMUM SEPAR477.0)V TO GLASS 114' 0_20 x BOLTS I7 8 k I1- WING @I �2 04 12 O. C-1 POURED CONCRETE ORCONCRETEF BLOCK WALL REQUIRED. 7APCONS ZAWC IYAAth�� RED HFADJ DYWOLT CF 7AP-G41P. CAUL 'IN "'OR 0)El�O 10 V ��IILE PWELVATF Cant. ANCHORS (57Z SCHEDULE FOR SPACING) ZAPCOAfs, ZAAMC KRUM, RED HFAD - C017L DV4kRX7.. Cl- TAP -GRIP, C4LK­1N OR EECO AAW FaWE.f%hEL"ATLl MCHORS (SEE SCHEDULE FOR SFAClkG) I POURED t CONCRETE REQUIRED 2. WALL MOUNTING INSTALLATION SECTION 2 SCALE : ki -A 6 conf, 7APCON, ZAVAC MUN, RED )VE4D-J DYNASOLT CF` TAP=GRF, C41K-IN OR FEWL-1 FAAWWA7.- VCHOR -(SEE SCHEDULE fVR SPACIN) BUILD OUT INSTALLATION SECTION 3 SCALE, : 3/8' EPAR417 0 N TO 114' 0-20 x �14' BOLTS W1 8 7/ WING NUT �2' 3/ 12 0. C, Tlg)Conf. (SEE SCHEDIALE FOR SIRACING) POURED I N' CONCRETE JS N REQUIRED N N I MINIMUM smlmnm TO CLASS a 716" x 31.32—WING Mot 19.- O. C. i R POURED Cont. OR CONCRETE — i BLOCK WALL 4 REQUIRED Min. o 114* 0-20 M. -S W/ NUTa lir 0'. C. T APCWlS, . Z41i4C MtWl., RED HEAj DyAASOLT CF W-GRip, rjVtk­fN OR Jt. ELCO I / FEMALE PANJEaLWr4 � ANCHORS (SEE SCH&Wa rOR SPACING) BUILD. OUT INSTALLATION SECTION 4 SCALE : 3/8' -77 7 SEPARATION TO 0�8' x 03�J2' VVING. NUT GLASS E. EDGE DISTANCE EN- 1-3- C (SEE SCHEDULE ON % FINISHED WALL SHEETS 6 & 7) N .-W I g (11// STUCCO) No44 tin 14 CS 12 wx 5.81ATE Of A W 20.x 34"JV07F FOR COMBINATION OF SECTIONS POURED i BOLTS W1 718 'x CONCRETE PO J/3 2 WING NUT VIALLIFLOON ANY WAY 1-0PICEXING AfOUV77IVa SECTIONS CAN BE 1'� URED 0 cc ------ OR CONCRETE C. COUBWED ISUIT ANY INSTWLARQN!. 0�¢4 t,. OR CONCRETE BLOCK WALL BLOCK WALL REQUIRED, X C) 10 Cont T-APCON1, ZAVAC AWUN, RED I'll D)7146ar CF W-GRVP, CAIX-4N OR EL CO / FEM4.1-F PANE-WtE SECTION STUD Aff NZE (SE5 SCHEDULE FOP SPACING) FLORIDA BUILDING CODE (Non High Velocity Hum one Zone) -92017 TILT Co, JNC. 0-050" BERTHA ALUMINUM STORM -PANEL 1--a WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION LLA TION (2.;255 'DEEP) .SECTION 1 SCALE . 318-_ SECTION 2A SCALE 3/8' EASTERN METAL SUPPLY, INC 07126,�ff IL Eco 268 WEST ROADSbaivk CATE., z 'RLUT TESTING & ENGINEERING COMPANYr&�5r PALM BZACH, FL. 33407 �7_E DETAIL OF SECTION 0-STUD VALID ALSO FOR 6355 NX,35 VIALL hfOL'&OIVG INSTALA77ON SEC7701V 2 (TOP) C40.-Ns. n- xm� PHONE'.' 026.9-8263, FAX f561)641-1716 17-096 ;"-.g Sl'tl_5V3o5'. �# . (5$ .. j.7 'D--MW - i wit &7. EH-OOL76719 ACAW DRAWING No WAL7ER A 77U1T.,Ir. P.E. a : — FLORIDA, LIM 144167 Z 4 -4 SHEET 3 OF 14 TAPCOIJS ZANAC'1><91UN`, CF -TAP-GRIP, C4-lIY + OR-ELCO MAl£/'PENAL£ 1 PANELMATE ANCHORS I '(SEE•SCHEOULE FOR SPACING) i - POURED I CONCRETE REQUIRED r.: TAPOONS„ CALK -IN OR ELCO 10 Cont FEMALE PANELVATE ANCHORS (SEE SCHEDULE FOR SPACING) �•, D. 1/4 t5=20.S: S MACHINE E. BOLT V// Ntr, do WASHER 0 0 12 O. C. \ `2 1 " Min. POURED .CONCRETE REQUIRED-- 7 " MINIMUM SEPARATION AD GLASS 1/4' D-20 x.3�4` BOLTS V// 7,/8 x 3/32' WING ` NUT 0 ALTERNATE 11 O. C. LEG LOCATION t3 Co 1'--i 1, Alin. Cont. 0 i v CZ Wz ,. 'p 4` z 7 ' Min. TAFCONS ZAAWC NA2/f!, RED lu " ` 1/4 0-20. S. S. MACHINE DYNABOLT� (MCOCK ONLY), CF TAP -GRIP, BOLT W/ NUT & WASHER CALK 1N OR ado.A14LEI FEAlALE � 0 12" 0, C. PANELKATR ANCHORS 1 1 Crsn}. (SEE'SCHEOULE FDR 'SPRGNG) BUILD OUT INSTALLA TION SECTION 5 sa4tE : 3/a- - 1" 7' MINIUjUh! SEPARATION TO GLASS 1/40-20 x 314' BOLTS W/ 7/8 x. 3/32" '447NG .NL;.0 12' O. C. I S LJ L TAPCONS CALK -IV OR ELCO �UAW1� t fEALILE PAN LMgTE ANCHORS E. D. (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED FLOOR MOUNTING INS TALLA T.ION .SECTION: 5A scALE : s/a` 1- 1. M1NIMUM EPAAA770M TO i .POURED CONCRE7e II i REQUIRED i TAFCD,NS GtLK-1N OR ELCO AIW-El . J FFAlALE P,gNELAL4TE ANCHORS . .. (SEE SCHEDULE FOR SPACNG) TAPCONS, CAUL-/N OR ELCOAC4.£/ FE"4LE 'PANELAIAX ANCHORS (SEE SCHEDULE FOR SPACiNG) _ j-�— E, D-- POURED CONCRETE REQUIRED C6nl. W J h w C� 2. 4 O NUT 8"© 12'30, GNG I i i. E. D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE 3/8" = 1 ` E. D. = EDGE DISTANCE (SEE SCHED01 E ON SHEET 6 & 7) NOTE FOR COMBINATION OF SEC77ONS V/ALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. ALTERNATE LEG LOCAT 1/4' .D 20 BOLTS i%/ .7%8i 3/32' WING NUT 0 12" O. C. 1 MINl,4 ul t SEPARATION TO GLASS 1/4 0720 x 3 4' BOLTS - WV .7/8f 3/32 WING 'NUT 12' 0. C, CALK IN ALL POINTS SOLID -SET ELCO MALE/FEMALE PAN£LMATE A (SEE SCHEDULE FOR SPACING) POURED ; �--� CONCRETE O OR CONCRETE i BLOCK WALL REQUIRED =\ i W `J A W 1 " ,NIIVIMUM h SEPARATION TO GLASS y ti ti W � t Ox 1 7. r POURED p � CONCRETE OR CONCRETE BLOCK WALL R POURED CONC4EIL_! l REQUIRED TAPCONS, GL:1f !N OR ELCO MALE/ FEW,E PANELA0ITE ANCHORS - E. D. (Ste£ SCHEDULE FOR SPACING) CEILING & FLOOR. MOUNTING INS TALLATIOON —_ SECTION _7. SCALE 3 `���j,%/ivp�ago . � �• � -®ono. 6� CALK. -IN, ALL POINTS SOLID-SE1 OR ---11� ` ELCO IAALE/FE,tfALE P4NELMATE ANCHORS (SEE SCHEDULE FOR. SPACING 7/8'd N/lNG NUT ONLY APPLICABLE AT MALE P4NELM4TE(rrP) ( I l i I i I ! I I i I I I I I 1 0 y_ i � i v I 2 ' a k i 1 I i i i WALL MOUNTING INSTALLATION (D. M) SECTION 8 SCALE 3/B" _ ?' SCREWS USED AT ANCHORS MAY BE 1/4 C-20 SIDE WALK 801T W/ @ OR 1/40-20 TRUSS HEAD BOLT Y//.& ®. • SIDE. WALK BOLTS ARE 3/4 Cx3/327HICK HEAD XACH"VE SCREW V// LENG-IN AS PER NOTES A.2 & B.2 (SHEET 1), TRUSS HEAD BOLTS ARE 1/2Gx1%a" THICK HEAD MACHINE SCREW W/ LENGTH AS PER NOTES A.2 & 8.2 (SHEET 1) �� .�„ 02017 X7FCo, 10C, ��•«r�.� wuc t,nan rrlgn ve/oclty Hurricane 0.050" BERTHA .ALUMINUM- STORM PA. NEL DEEP). Zone) Vic. �RAw1v eY Fl [.:E . :o INC—' (� C : EASTERN METAL .SUPPLY, INC 4268 WEST. RDADS DRNE WEST PALM BFACIL FL 33407 PHONE: (5E1)209; 8263,. FAX- (561)841-1716 °'oa;E" ESTING ik ENGINEERING -COMPANY 1615, 5L, Sto. 30.5, WMNA &ARAM fZ MIS5 17-096 4 qs dv x•: acaranor wrr E5-0006719 WAL7ER 4, TILUT Jr.. P.E. FLORlDA L; . 44167 DRAWING No r oln rs-oa. /15� a SHEET 4 OF 14, s . POURED'CONCRETE OR CONCRETE BLOCK WALL VARIES 3% REQUIRED max. 1A POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS i I ' Mill �wj- C. i Z56 �--hfih CONCRETE ANCHORS 0 12' O. C. T VARIES} max REvurREo ALWAys 7 c j i OR O OR O 1,0 2' ic 4' x ;125' 31054?14 OR: 606J—TS ALLOY -Corit. Num. ANGLE ' CASE. A (Plan; SCAM 114- = 1 OR U6 OR OR @) 2" x _055' 76 2" x 5',x .055* OR CoA Alum. ANGLE OR o OR X86'; 3105—Hi54 -SHEET METAL A14m. 114' 0 DOLT 4"x 4" SENT PLATE 0 24"0 C. 3105=H14 OR 6063—T6 ALLOY W JACXI�UT Cont Alum- ANGLE ALTERNATE LEG LOCATION CASE B (Plan) -CASE C (Planj SCALE. 114" = _1" -END -CLOSURES DETAILS MAXIMUM Ais'.D. DESIGN. PRESSURE RATING -(o.s.f. POURED. �COWO?ETe Ai�D'CORRESPONDING .MAXIMUM PANEL LENGW OR. CONCRETE SCHEDULE FOR A GIVEN PANEL .,}SYS BLOCK WALL +) PEO A.S.D. DESIGN PRESSURE RATING Max PANEL LENGTH UOUNUNG W/O !'h' HEWER MOUN77MG W1. V HEADER .0. MALL How N W COMPONENT IT /C5 +30.19, _30,6 tg'_ 1,1 +30-6, 35.0' 4-35.0, -40.0 +40.0, -45.0 .11!-2" +45-01 4-60.0 -65.0 7 . 9!�2 + 65 0, -70.G 7 1 . -2' +70.0, -75.0 +75.01. -80.0 8'-2 NOTE: MINIMUM -PANEL LENGTH IS J'—O". TAPCON ANCHORS OR ALL POINT SOLID (SEE SCHEDULE X CONT. POURED CONCRETE OR :CONCRETE WALL REQUIRED 7APCON ANCHORS OR. ALL POINT SOLID -SET (SEE SCHEDULE FOR WA SERA TO t SCALE r 3 t + jL10-TE.- SNAP CAP Ra CLOSED WAT A(lRV+ H t N, CONDITIONS. iRRICA N IONS. r - Nf)"" I SEPARATION TO L4SS �? J 5� WALL /x�xz,/K, FED SECTION @ STUD TYR ToplBotTom PostucN 44167 POUR t CONFM 'OR C CRETE WALL EQUIREV I 718':�UJI,52- KING T EA. STUD Posmom +) C12011 mmco. lNic. 1.LiEC0�N�. Jr. 2, x J* x .093' 3105 H-14 OR - 6063"T6 ALLOY Cont_ Aluli . ANGLE IV1774 ANCHORS 0 12' D. C. POURED CONCRETE OR, . * I CONCRETE MOCK WALL nEOU180 114,G-AP CASE D(P1an) CASE E (Plan) SCALF--" I I BUILDING CODE (Mon High Velocity. Hurricane Zone). 0.050" BERTHA ALUMINUM STORM PANEL. L.C. DEEP) MWN BY - EASTERN METAL SUPPLY, IN' 07126,;W - . - Q . 4268 WEST ROADS,DRNE w WEST PALM BFACH, FL JJ407 PHONE(56i),209-82 FAX•. . . . . 17-09.6* wv, No I Anzopmw ft I Amcm.-,Mw 1. DRAWING -No SHEET 5 611 14 THIS SCHEDULE :INDICATES REQUIRED ANCHOR SPACING FOR.A. 0M ASP. DESIGN LOADAND PANEL LENGTH. HOWEVER UWA(UM PANEL, LEN07H FOR Al OVEN A.S.D. DESIGN LOAD. kl)ST BE VERlygEu AS PER SCHEDULE'ON SHEET:4.. MARMUM.A.S.D. RESIGN PRESSURE RATING (p. s. f. AND 9 CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO QONC _R-ETE AND. CONCRETE .BLOCK STRUCTURES MAXIAlUM MAXIMUM ANCHORS SPACING FOR E. D. DESIGN PRESSURE' ARIPUCALeX TO ..5EC#0NS & k4W.V PANEL TAPCONS. Zymc RED:H0. SOUR -SET . PANELM4715 CF W-GRIP I RATING (P.*.f) - ANY COMBINARCA OF Tf-/EV LENGTH -L (ft.) TO ID CONCRETE{ :r6 TV CONCRE-7E-1 MASONRY TO 10 CONCRDr 1 VASONRY , - TO TO CONCRETE MASONRY , i ... TO i TO CONCREW MASONRY . I IV 7,0 CONCRETE MASONRY 126 42" (TOP) 10. .12'. 12- f8 12' 12" 12- i 12" 12' 110 12" 12' 12- U 7 t2' 1 .2, TOP ..12 TO 2 12- 12, 8 jio 1/2- 2 .(BOTTOM) to 12. Tj 12'12' 8 2" 1.6 1&� _A (Bo T704 4350, .0 f2- 7 12++ 12" 2 4, (TOP) 47�-O` OR Iir to- 12' 12' 12" 12- 10 1 (BOTTOM) OR LESS 12" to- 12-+ 12' 12' 12 4 (BOTTOM) LESS 12 ++ 12' 12' 5 (TOP) .1.2" 10* 72* ++IZ .12 12* 2t. *. jlO 1/26 5 (BOTTOM) 7 12- 12' (TOP) 12d 6 (BOTTOM) it" %12- -(Bofroplf) 7 (TOP) . ri - 12- 7 7 NOTTO),f) 12' 1 6' 12" 12" 72- 1 12- 8 (rOPIBOTTOM) 12 ++1 12" 1 7 - 12 2 1 (TOP} 72- 8" 12, 12- 12- 1 e- 12- '2" '2' 12" 8 1/,�- 9"(BOTTOM) ++ 1.2, 12' 12 12" 2- 12 12 1 12� 12 12" 72 . 7- 2, 47(top) .12' L�. .72- 12, 1 6. - 12" E. 1 12 '12" 18.112' 2 .(B Ono") =12" ++! 12- i .12 12 12' (BOTTOM). -f35.0. 746.0 2' 12, f2 1 & 4(TOP)•++' OR 72- 12- 0. 1 j6- 12- 12 1-1 1'8 112' .8 112- 3 3 (BOTTOM) >9�-o' LESS 12 ++ 12 1 12 2 6 12' 1 12' 72' 8 1/2�' SoTr 4 (607T" oM) TO 12- 12- 12 5 (Top) 12- 12- 12- 12' 12' 12" 8 '112 (BOTTOM) 7 12' 12- a (TOP) to, 12 6 eROTTOI) 9- 7 9' 5A (BUTTOM) 7 (TOP) 7 9" it 12- 7 (BOTTOM) 12" 12- 1,2' 6 (rop/so E D. = EDGE DISTANCE AS, 0. MAXIMUM ANCHORS SPACING FOR E. D. VESIGN. PRESSURE APPLICABLE TO SECTIONS IF i AldXYUAf PANEL ZAPCONS . ZAYAC AWUN/ RED HD. DYAMBOLT CALK -IN SOLID-SEF FAMELVATES CF AP�GRIP RATING P.S.f ANY:COMRINAT70A OIr THEY LENGTH -L 7- To To - CONCRETE MAI TO TO CONCRETE i TO TO CDN�Rm MASONRY, TO TO ca"'CREFF MASONRY to '70 CONCREX MASONRY Tb -0 7 CopleRml u4somff 12' 7 7 1+ (70p) 6- ;"+7+ 12* 12" 12- .12' 12- it 112" 6 i12" 1. 94ebOT70110 12'. + 12' 1.2 12" 11 1/2"'. 2. .9+(70P) 12- 12-;++i 1 72 1-2' 12 121! It 112" 6 1 2 (807-70110 12' 6' 12 12, .2 - . 5 12' 6 1.2- 1 7 72" 11 �X2 -3 & 4 .(TOP) OR. 12 c 6!' 12' 1 72' 12- 121 1 12- 11 112" 6 11-2- 1 (BOTTOM) LESS 12' 11 6. 12.++: 12- 12' 12- f 12" 1.1 11Z' ld t12 4 (BOTroy) TO -12" - ++I 12.. . - I ; 7 r - 5,(TOP) 12' 12-++I 12' 124. E 5�- 12" 1), 6 1.2" 5 -(8L 7TT614) 10 to" 12. (TOP) Ir (B97TOM) 7� 7� 9 V2 5A TT9 7 (TOP) 7� 7- to, 7 (80TTOIf) 127 12, 12' 12" 12" + ONLY TAPCON ANCHORS OR ALL .POINT SOLID -SET I ALLOWED FOR mduwmic SECTION 9. ++ ANCHORS SPACING. ONLY VAUD FOR 7AMAC WLIN- SEE• SHEET 8 & 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO- WOOD FRAME '.BUILDINGS. sx MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 112"EDGE DISTANCE FOR. E. D. LESS THAN:J 1121- REDUCE ANCHOR SPACING BY MUL77P4WAIC SPACINGS SHOWN ON. SCHEDULE BY FOLLOPING FACTORS. (Uhl. E.: zD, .:FOR. CALK -IN ANCHORS'& ELCO . I PANaU47E.15 2 -112' AND J 112* FOR SOLID -SET ANCHORS). ACTUAL E. Ll. FACTOR ZAPCON 2AMAC AAJUN IDYMASOLT 1FANDAMTES ,CALK.-w SOLID -SET CF.TAP-GRIP .78 112' 71 50 .80 .. 2.- 1 112' .35 FLORIDA BUILDING CODE (Non High Valocify.Hurricone Z017E -2017 77LTECO, jNC. 0,050" BERTHA- ALUMINUM STORM PANEL 4.c. (2.25' DEEP) DAAWN BY, 07126117 EASTERN METAL SUPPLY INC I ECO,�wt DAM- �IL �EC -�O, LNG. '_TT 4263 BEST -ROADS DRIVE -lJT TESTING .&. ENGINEERING COMPANY BEST PALM. BEACH FL.. ji4ol q Mw-.J60-St. se, a J3766PHONE (561)209-626j;. FAX•'(56 t)841-fM 17-096 Phoner- I FLORIDA Lid. 1 44167 Sfitrr 6 OF 14 I 1 4 IN15 'SCHEDULE INDICATES REQUIRED ANCHOR..IPACINC� FORA o DESIGN LOAD AND PANEL. LENGTH. HOWEVER PANEL LENGTH FOR A GIVEN A.S.D. DESIGN LOAD MUST BE VEMRSO AS PER SCHEDULE ON SHEET-4. MAXIMUM A.S.D. DESIGN PRESSURE RATING AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR. INSTALLATIONS INTO. CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM MAXIMUM ANCHORS SPACING FOR F_ D. A,S.D. DESIGN PRESSURE APPLICABLE TO SECTIONS I & AM4(W PANEL 7APCONS Z4VAC NAIUXI RED ND. DYWOLT CALK -IN SOLID -SET PANEUXATES CF TAP. -GRIP R47ING ANY comBINATIOA OF THEAf LENGTH (fo TO TO TO . 7-0 TO Ta I I To TO, TO CONCRETE MASONRY CONCRETE A. MASONRY lll�Rllj IMSONRY CONCRETE A14501VRY CONCRETE MASONRY Orr COMCRETE AMSOWr 12 12- 12- 12- (TOP) 12 12"' 12- 12' 12' 12, 12" 'O'T L NOT 12" +1 124 12- 12' 12- E12' A7 12_ 12- Milli 72- C 12 12.' 12, 12 72 12' 7' 2 t(.OMllyAl) 6- 12-t*l. 12 - 12- 5- 12' -12- 12' ' 7 2A (BOTTOM) >+35.0, -40-0 _12! 7 1.21 1 72" - 12" (TOP) a,-o- TO 12- 6" IZ 12' 129- 5 3'.' (BOTTOM) OR 12` 6" l 12 12" 72- i 5' 127 12" 12- 71M 4: (90TTOM) LESS 12 12 12" 12- 1.2' .4 '(TQP) 6" 72' 12" 12" 12 7 6 (BOTTOM) 10, 12" 6 (TOP) T2" (867704f) 7" TO 412-1 5A (BOTTOM) 7 '(,TOP) IT" 7 (470770y) 12, 12, 11-0 12" 12' 8 (TOP16OTTOM) 6 5' +1 6 .9 112- 1 (TOP) 9" 8" 11" 1� 3' 12" f 112' 12- 7 112 4- Pr"(aouom) 12" - 9" ++; IV 12- 12- 7 112 - 2. 94pop 4 12- 7 112' 4' 2 .(BO770M) 4- '9. ++ 8, IT* 3 12' 7 112" 2A (BOTTOM) >t3s_o. =4 O TI, 9.++, IT' 3 & 4 (TOP) TO .4- 9.++i it' 3" 12- B' 7 1/2 3 (BOTTOM) >8'-0' +55.Q, -60.0 4' 9 1 7 712- 4" 4 (BOTTDI,f) To 9.++! 12' 7 112 7 5m (TOP) 12�-0" If - 4- ++! 9 J" 12- 7 1/2 4' 5 (BOTTOM) 112;' 6' (Tap) 5. 7' 6 (Bouo") 5 T12 It 5A (BOTTOM) 7 T) LOP 6 112" 7 (BOTTOM)12- 12 12" 6.. L(TOPIBOmollf) ACTUAL 8. D. FACTOR TAPCON Z4M=4UN /Dr T 1FANaW7ES C4LK­lN STUD -SET cr TAP=Gmp 75 78 1.06 2 112 .71 .50 .60 .50 .35 ff xs EDGE DISTANCE HUM A DESIGN PRESSURE RA77NG MAXIMUM ANCHORS SPACING FOR E. D. 1 712- . . . . . . . . . . TAPCOMS t Z4WC N41UNI RED HD. DYNABOLT CALIF -IN SOLID SE7- 7, FAJVELW7tS qF TAi:l TO CONCRETE To MASONRY' To TO CONCRETE MASONRY' TO CONCREIr TO. MASONRY TO TO, CONCRETE I MASONRY 0 TO T CONCRETE "ISONRY TO CONCRETE 12" ++!y. 7- IT. q.. 7 12- 12- i2- 12- 19 112- 6- BOiTfJMJ 12' 12 72- 12 I - 9 2, 9+(70P) 10" 12" 4' 12' 9 112 9- 5- 2 (BOTTOM) 12 5 70' 12-- 4- 12" 19 112- 9 5 2A (BOTTOM) >+55.0, -600 12" 12- - 9 3 & 4 (Tpp) 8'_0' TO .12' Ti .44- 10" TV i9 112' 9' 1 5" J (BOTTOM) OR- +Z5-0, -!80,0 10' 12" 4 12" 9' '1/2 .9. 5. 4 (BOTTOM) LESS it 9. (TOP) 12" 10' 12" 4' 12- 9 112 9 5" 5 (BOTTOM) 10 112- 6 (T:P) 6. 9' 6 (B6 TrCl?) 5' 7 T2" 5A (BOTTOM) 7. (TOP) 6- 6- 7. (BOTTOM) -------- 12" 12- 72" 12' a (ropISOTF041) 5. 10' 4. 8n++,, 7- 2-2' f2- i2� I IV 7- 3 J; 112" 6 112- 1 (TOP) 1, 9+(807701u) lo 7 12- 12" 12 12 12" 6 112- Z 9+(Top) 7 to" J_ $2 12- 7" 6. 112- 1 i 11�2 2 (BOTTOM) TO- 4- 7- TO :2 12' 7' 6 112" 3 112' 2A (BOTTOM) >_f55A -60.0 lo, +1 10 12" 6 112" li - J & 4,(TOP) 'TO to' 1 7' I 10 . 3 12' 1 7� 6 112- JJ I/ - .3 (BOTTOM) ,6'70- +75.0. -80.0 To- j. 8"++j 7- . To- 12" 6 11.2- 3 112 4 (8077OM) .70, to" To- 1 6 712- 70P) 9- 7 9" 31 12' 16 1/2' i 112'; 3 1/2" .5 (BOTTOM) 6 112- 6 (TOP) 5 6 112!" 6 (Bo Trom) 4- 4- 5 1/_9 _3A _(B07TOM) 7. (TOP) - - - - - - - - - - .7 (BOTTOM) q-12- 12- 6- 8 (TOPIGOTTOIA) ONLY . Tycom -ANCHORS OR ALL Powr SOLID -SET ALLOWED FOR MOUNTING SEC77ON 9. ANCHORS SPACING ONLY APPLICABLE -T'O Z4YAC AWLIN ANCHORS. SEE SHEET FOR AN CHORS TYP E PE & SPACING FOR ' INSIALLA7761VS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS -ARE VALID FOR J 112' EDGE DISTANCE.. FORE. D. LESS -THAN 3 112', REDUCE ANCHOR SpAcjjIG By MULTIFL17NG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOKqNG FACTORS. (Min. E. D. FOR ANCHORS .& kLC6 PANELYME IS 2 1/9' AND 3 :112' FOR SOUR-SEr ANCHORS). FOR THIS OPERA710M TO BE MADE REDUCED SPACINGS RESULTING FROM APPLYING ABOVE FACTORS SHALL Not RESULT ON SPACINGS LESS THAN - J- FOR ALL ANCHORS (EXCEPT +4.5* FOR RED HD. DYMBOLT ANCHORS). 62617 INC. El C 71 Tc N. W. .36m. St., Sfk -5 (J05)32�1_& ED-0006719 MAtTER A. TILL? J, CODE DEEP L.C. DRAWN BY. EASTERN METAL SUPPLY,I 0712q117 INC DA 7E. 4268 V&ST ROADS DRIVE, {JEST PALM' BEACH, FL 33407 PHONE (561)209-8263, AXY. (561)841-1 . 116 17=096 __ I - ' �- Ab =WnW a" DRAWING No 10-014 11712111 1j - SHEET 7 OF 14 - SECTION B-B SCALE 118" = I' CONCRETE ANCHORS (SEE SCHEDULE) n SAP i--�-- i 0 POURED 4i CONCRETE REQUIRED - 14B/6, 14A6, 1` (WHOLE) (WHOLES) ) ' 15,16B/7 15,16A/7 , BUT. NOTCHED 114" .20x 1 ' S S EA CORNER o SIDEWALK BOLTS. BOTTOM AS SEE DETAILS 217, j SHOWN. �J5 j ?. l (WHOLE) 4 7a r6, t e . 4 i N � ( •` i N _ - INTERIORLY REMOVABLE PANEL @ W/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2 14) CONNECTED 10 1 THRU 518'0 OLES AT © @ 6" OC & FASTENED AT REAR W/7/8'Ox3/32" WING .NUT m r-c-o, 2" OR 1 D OR 1 SIDEWALK BOLT. 14B/6, 14A/6, I15,168/7 __-- ----1-5,-1-6A/.7J - - CONCRETE ANCHORS (SEE SCHEDUL E) 3" MAX. Idax. 1 Min. 1 Min. f j EXia'TIIJG-� GLASS ' --{ 1 'Min. SEPARA)70N I TO .GLASS f I f 114" 0-20.x 1".,SSM.S W/ 7/8" A x 3/32-- WING NUT m 12" 0. C_ i f f POURED rI CONCRETE { OR..CONCRETE 1 BLOCK WALL o REQUIRED CONCRETEANCHORSANCHORS - (SEE SCHEDULE) :375" Cont. W 2 W CONCRETE ANCHORS (SEE SCHEDULE) 1 D POURED CONCRETE �. REQUIRED c DGS77NG — j GLASS _ll 1 " /Ain. SEPARA77ON I TO 'GLASS 16 i DETAIL 2/7 i M_ , i I � 1/4" 0-20 x 7" S.S.M.S. fY/ 7/8' 0 x 3/32' — PIING NUT .0 72" LI C. I POURED CONCRETE ! OR CONCRETE I BLOCK WALL d REQUIRED Cont. Y/8 CONCRETE ANCHORSJ _ .375" Cont (SEE SCHEDULE) t INTERIORLY REMOVABLE PANEL1O,V%f -SIDEWALK BOLTS EE DETAIL 2) Cont. CONNECTED TO kU6 THRU 5/8A HOLES AT 16 0 6- O.0 & FASTENED SECTION _IOA SECTION 108 AT REAR i/ ,7/8"ox3/32" WING NUT d EVERY SIDEWALKBOLT WALL MOUNTING INSTALLATIONS SECTIONS 10 S44LE : J/8- = ; - FLORIDA .BUILDING CODE (Nan High_ Velocity Hurricane .Zone,) ozDii 17LTEto, INC 0.050" BERTHA ALUMINUM STORM PANEL L c. (2.25„ DEEP) DRAWN BY LL E C O rNc.- EASTERN. METAL SUPPLY, INC D' 4TE. 4268 WEST`ROABS DRY :S77NG ,Ec ENGINEERING COMPANY WEST PALM RE40,FL 33407 su,. sc; S[a..�s racva c�a1s 1>, sfiss �PHONIE; .(561)209-82E3, r-AX• (561)841-1716 1'7-b96EB-0606719: et N' fl+ +?V:w• uesaF. rtrav nsrr ORAW7NG.No WALTER A. TILUT Jr.P.E. 1 .15-a44 FLORIDA U� :. 44167 ? . s SHEET 8 OF .14 CONCRETE ANCHORS i E. D. (SIFE SCHEDULE )\ I CONCRETE ANCHORS -'E; D. (SEE SCHEDULE )\ I CONCRETE ANCHORS (SEE SCHEDULE) E D. CONCRETE'ANCHORS (SEE SCHEDULE) . POURED . CONCRETE I i REQUIRED' EO. EO. _ I POURED CONCRETE ( REQU/REO f-E0. EO:--� \' i T- POURED CONCRETE — REQUIRED �, j`' EQ EQ. 21 POURED E CONCREFE� REQUIRED. 1 I. EQ 1 i j {5 Cont. i I Cont. I t Ij "Min: ' y 1 SEPARATION ! 1 1' I TO GLASS J 1 } y L[;n. SEP4RA770P j f 1" Min._ SEPARA77ON ? f TO GLASS F f 76 GLASS J y DETA2 f i I 7/80 x 3/32' � f WNG NUT 0 1 fi C d EVERY STUD I 7/8" 0 x 3/32 12' 0. C. o WING NUT © 1 EVERY STUD { Cont. ; i j f i NIING'NUT 0 F ) 0 12' O.,C_ i i 1 " -EVERY 'STUD iq j t i. t 0 12" 0- c. } 17 EDGE OF Cont. j I i . t Y�8 Cont. .. i ALTERNATE LEG y / POURED.CONCRETE� REQUIRED j 7" SLAB JF k N � ; I I / LOCA77ON i L T " j f j APPLICABLE . .... CONCRETE ANCHOP,S1 i = - E_ D. / / EDGE OF (SEE SCHEDULE) POURED CONCRET£J } 1. _ SLAB IF i REQUIRED f / APPLIC48LE CONCRETE ANCHORS ' - - (SEE SCHEDULE) E.* SECTION I ) A WTER(ORLY RE/.1OVASLE.PANELQI W/ . SECTION 1. I * B SIDEWALK BOLTS EE DETAIL 2) CONNECTED TO §6 7HRU 5/810 CEILING & .FLOOR. MOUNTING INSTALLATIONS HOLES AT .& a 6- O.0 & FASTENED * / AT REAR '.V// 7/8"Gx3/32' WING: NUT SEC / IONS . ! 0 EVERY SIDEWALK BOLT. SCALE 1875" 1/4.720 S.S.SIDEWALK. BOLTS, W/3/4 SLOTTED HEW FIXED, O 16 11[TERJORLY REMOVABLE .PANEL (1 7HRU KEY HOLE F W/ 1/4"-20NUT AT RFAR. 3 7/8' D x 3/32' WNO NUT ® REMOVABLE a 6" O_ c. PANG INSTALLATIONS VALID .. FOR PANELS l j 3 � WITH INTERIORLY REMOVABLE R j E D. _ EDGE DISTANCE t f. (5EE.SCHEDULE ON L87Jr+'f SHEET -10' & 11) i �,,- fj4" HOLE�®'6" O.C. WYN 050" NOTE FOR COMBINAT70N OF SECTIONS DETAIL .2 —. INSTALLATION OF 11-.4'.xf FLOOR%CEILING MOUNTING SECTIgNS CAN BE -SN A K BOLTS V W&VARiE P,4NEL COMBINED IN ANYWAY. TO SUIT ANY INSTALL4770N. Cont. u I- POURED II �NCRETE ROQU/R D CONCRETE ANCHORS J, f f 1 ! ( i i i I f j i f I' Min. SEPARATION i} i TO GLASS } i 1 }t 1 A DETAIL; 2 1 i h � 16 7/8" 0 x 3/3.' WING. NUT 0- EVERY STUD' 0 12" O. C. 3'7 Cont. OF r ALTERNATE LEG n IF t �= LOCATION CABL - (SEE -SCHEDULE) ;�FD•,-._.f -- j j fE' _ t +=1'--;'f� CON� CREETE-/ CONCRETE ANCHORS J�I REQUIRED (SEE SCHEDULE ) E.D. SECTION 12A SECTION 12B INTERIORLY REMOYABL£ PANELQW/ SIDEWALK BOLTS ,(\ E DETAIL 2) CONN CTED TO 6 7NP.0 5/9:0 CEILING &. FLOOR MOUNTING INSTALLATIONS HOLES A 116 ®6' O;C & FASTENED. A7 REAR W 7/8 Ox3/32 WING NUT SECTIONS 1." ® EVERY SIDEWLK BOLT. SCALE : 318' = 1 ' - -- ILE.CO04c. TILL?. TES77NC & ENGINEERING . COMF b3Si I/.fY. 36Ih. SL: sTa m!S VSm._.v1a'(.t1ROEe7i, n. (aasje71-i5" ..rcr : [ Jefi-rs3 EB-0006719 WALTER A TILL?, Jr . P,E FLORIDA Uu . 44167 !/LU/NCi. GORE (Non ,High Velocity Hurricane Z017e) 950 BERTHA ALUMINUM STORM PANEL L.C. (2 25" DEEP). pt?awN BY EASTERN METAL SUPPLY, INC 07/26117 DATE. 4268 WEST ROADS .DRIVE WEST PALM SFACII. 1YY: 33407 PHONE: (561)209-8263, FAX: (561)B41-17T6 17'096 eti._ acxx�rtw art rer.:w DRAWJNGNo orn rs-ors Uza/ . ' s i SHEET 9 OF 14' i :f(..L ' a e_ '.� _ �i. L; y! ��� e.i%. ' ® ! r �a _�1,• 1< e t WVWN ,,SOU'. A.S.O.'oES'cM .. FRS RATING (P-9.0 '. _ .IiuZYflN AA'C1:OR5 SPACNG FOR E V. = 3 TA'-* ... A<•}LtG E' 1D S�CROVS f & ANY CQl1E71 Wq G,Tif7J bfA.i2YU4. PAN. LENCIN v (2I RECUCAR TAFLG,V$ TO CONCRVE TO, BLOCK CRcTc=REX S54 TD COwr_=Ze 7D f~0U'C - 'ZML(C' U4 . - Tp COKCRETe 70 BLOCK ..TO C4LK COhtL EW TO BLOCK - SOLID-S£F TO CO&VRETE 'FO BLOCK . G" W-CW- -70 CO,VCRe7E 7D FLOCK: PAhELAL41E5 7D CRVOR_a7E TO BLOCK PAN�AIA7E PLUS 7o CGVCRc7E b BLOCK 410 SS TiIFCL 7L7 CONCRETE 1p'HLCGK 12" N/A 12" N/A !VIA N/A . 12' NIA NIA NIA NIA NIA f2" NIA .12 .. NIA 12" N/A. 10i.(YOP)- . 12" 4" 12 10' N/A NIA 12" 9' NIA N/A NIA NIA 12" 8 - 11" 7 1/2' T2, 6" O IOA (BDITM) _ T2'. NIA -12' 7" N/A. NIA. 12' 6 f/2' ,N/q MIA Nlei NIA 12' 6' 12� 5 7/2' 12" 4' ... 108 (BOTTOM) N/A 12 NIA N/A N/A 12` N/A IVIA NJA N/A NIA 12' N%A 12' NIA 12' N/A I (TOP) +63.5, -63.5 ... 8 _ NIA. 12' NIA NIA NIA 7 1/2' NIA NIA A IA NI NIA . NIA I1 1/2' NIA T1" 'NIA. 9 f/Z ,N%A 11A.(BOITOM) 9'-0' OR LESS 1JIA. N/A.. NIA- NIA NIA NIA .NIA NIA NIA NIA NIA .NIA 3'' NIA 3-IyIA 3' NIA 119 (BOTTOM) . 11 1/2' NIA 72"' 'NIA N/A' PIA 12" _ NIA NIA N/A NfA- ., Nf f2' NIA 12' N/A i2' N%A )Z (TOP) 8 1/2' /JJA X2' N/A NIA A%A 7 1/2" NIA NIA 11/A NIA . N/A 11 f/2' N/A 1 t ' 7J/q 9 1I2" NIA. 11i1 (BOTTOM) ' 3'. !•- N/A NIA NIA .NIA NIA' 3'. NIA NIA. ' . NIA NIA ..N%A {' NIA N/A - 4' AIIA 128 (BOTTOA!)- - MAXUsfcv, ANCHOR SPACINGS ARE VALID.FORR 3. 1/Z' EDGE DISTANCE, FOP. E. D. LESS THAN 3 1/2: REDUCE ANCHOR SPACING BY MUL77PLWNG .SPACING .SHOWN ON 'SCHEDULE BY .THE FOLLOWING FACTORS. (N07F• Min..E'.D FOR CALK -IN ANCHORS IS 2 1I2-') ' FOR THIS OPER477ON TO BE POSIBLE, REDUCED SPACING_ OBTAINED USING FACTOR, SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E 0. REGULAR TAPCON & 71P114C NAJLIN, SS4 & 410S,S. TAPCON .CRETE-FLEX FANELMATE OR PANELMATE PLUS CALK -IN SOLID -SET CF TAP -GRIP .75 ..78 2 1/2 - .71 SO 80 2'- .1 1/2' 6.35 i LIMITED TO .5'-4" MAX: SPAN. E. D. EDGE DISTANCE ANCHORS LEGEND ANCHOR TYPE ' Min: ANCHOR SPACING 410 SS.'. TAPCOA, Z-WAC NAILING, CF TAP -GRIP, PANELMATE OR PANELIAATE PLUS 3.0" CALK -IN 2.5' SOLID -SET J. 5" CRETE FLEX S54 fi.O•' REG" TAPCON IN BLOCK {,O' REGULAR TAPCON IN CONCRETE 3,p' FL 2017 l i7EC0, INC. IIL Lit C. O ,Nc. 'STING &. ENGINEERING COA, Rk SL:.Sty. M5,'Y lvWA C4ROEN5, f M51871-15,70 ."F& : iSO51B71�1! P.E 67 CODE _ (Non Nigh . Velocity Hurricane :Zane) 0.050" BERTHA ALUMINUM STORM PANEL t c DEEP) DRAWN Br.- EASTERN METAL SUPPLY, INC O 126117 LW1ATEEi. 4268 WEST ROADS DRIW WEST PALM BEACH, FL 33407 PHONE (5B1)209=82b3, -FAX: (561)841=17fb 1 %—Ogs ier !b. ttxerndJ wleiei:w.. eLsa¢mpi ` Hale. - .DRAWING No 1 . mo.15-DH SHEET 10 OF 14 WOOD0 H ADER REQUIRED 9 2- ALTERNATIVE I MINIMUM SEPARATION TO GLASS 718 0 x 3/32 - WING to NUT. 0 EVERY J _STUD 0 12 O.C.Y —mumm- T- ConL 1140 LAG SCREWS 0 6- 2" x 4" PLA .�� REQUIRED O.C. W1 f 1/- on. THREADED PENETRA77ON 0 MIDWIDTH Of PLATE; A L TERNA TI VE 2 1, mimimul'? . I --ul -�-SEPARATION TO GLASS -4/4' 0=20 x 3f4' 7�x BOLTS W / 8 142' WING U, 11 D. C. 112 7 Cont \_V.4-0 LAG SCREWS 0 6. 2' x 4' PLATE O-THREADED 1 112' M;n. REQUIRED - PENETRA 77ON 6 MIDWOTH OF PLATE ALTERNATIVE 3 114'0.LAG SCREWS 0 6' O.C. iV i ilz' Arm. THREADED PENEM776N TO kXlSWNG'W0OD HEADER. -:0.250- Max. 2- A4n Cont. WOOD HEADER REQUIRED F 1 .4. 020 x �EPAR477061 TO S BOLT W/ , CLASS x .5132- WING NUT 6 a EVERY 57UD 0 Cont, 1/4*0 LAG SCREWS 6' O r 712 2 x 4.; PLATE THREADED PENE77?A77ON 6 REQUIRED IJIDWIDTH OF PLATE. A L TERNA T! VE 4 0! lk No. 44 1'67 "OF wc��- SO R6 WOOD HEA REQUIRED I' MINIMUM �SEFARA770N TO GLASS 0 x 314-, DEX TEK SC lmFr,mmm I 2' 7r TUBE -ALUM: U LAG SCREWS 6 ,RA ti 6':6,C:. W6 12' Min, THREADED PE7V" 770M T MS77NG WOOD HEADER. 0-2W- V 2. :4 0-20 x BOLT W/ o 71r 0 x .31-32 IVING. NUT 0 EVERY STUD 6 12' 0. C. 114" 0 LAG SCREWS 114' 0 LAC SCREWS V 6- O.C. ;V i 712- Min. 6, D.Cl I .. --n. A1/ 2* U, THREADED PENEkR4TION TO -PIREADED PENEM77ON TO (EXIS?7MG WOOD HEADER EXISMIG WOOD HEADER. 0.250' a250 MO(. VMax. —6-500-. T- 2" . 0n. Min. 4 4,L ont. WOOD HEADER HEADER REQUIRED REQUIRED w :1 AflNlmUw —SEFA;b07L0N TO TAPA77ON TO A GLASS GLASS ContCon, Cont. if, 174' i� x j14- ITW. BUILD45X TEK SCREWS 0 6" 0. G. 0.500' -X �W�1320- WING Eky. Mn_ zoo S77JO 0 12.- 0 C ---------- t Cont. -0-20 x L 1/� t314' BOLTS x WING 718 Cbnt. WOOD STUD 42' WNG NUT 0 & 24' 0. C. 12 O. C. W0612 STUD . tI! 114" 0--w20 S. S. REQUIRED 6 24" a. C. BOLTS 0 12' 0. C. .1, x 4, je .125' (Min.) -5 Alurn-TURE (Cant.) t WOOD STUD]. 6063-7 I. 24' 0. C� 7 rtin. ' 1, RE0Ul;RFVD \(2) 114'. 0 LAG SCREWS 0 EACH STUD (MIDWJD7-H OF AC, STUD, 2" Min. NOMINAL) AND Yll 2'.Mn. MREADED PWE77M77ON .INTO -EXlS77NG STUD. A L TERNA T1 VE 5 WALL MOUNTING INS TA L . LA TIONS SECTIONS A SCALE E 1/4' =� 1" tS Cont. W1 NUT & FIASHER 0 LAG SCREWS '. 0 ma �st I" x 4- x .125' Own.) 6 dC. W1 . 1 1/2 Afin. THREADED PENEM4710AI 606J-T.5 Uum. TUBE (Cant.) Z ------ jl� A4It)WDTY OF- PLATE- (2) 114' 0 LAG SCREWS 0 EACH STUD fMIDWIDTF/ OF STUD, 2' Alin. Af01.f1N4Q AND W1 2.Min. THREADED RSVEMMON INTO EXISTING.STUD A L TERNA TI VE 6 AL TERNA, TIVE 7 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE 01VLY VALID FOR XIAX A.S.D. DESIGN' PRESSURE RATING UP TO +65.0, -72.0 psf AND PANELS LENGTHS UP To 9'-O" 2. FOR WOOD FRAME CONSTRUCTION::WOOD MEMBERS -To HE SOUTHERN PINE No. 2, W1 SPECIFIC DENSITY OF 0-55 OR EQUAL. FLORIDA BUILDING CODE (Non High V,-Ioclty .Hurricane Zone) NOTE FOR COMBINATION -OF SECnoNs 02017 hLIECO, IqC, 0.050". BERTHA ALUMINUM STORM 'PANEL WALL MOUNTING SECTIONS :CAN BE COMBINED (2.25 '.DEEP) DR4V,,N .sr. IN ANY VIAY TO SUIT ANY INSTALL4770N. EASTERN METAL SUPPLY INC 07126117 -T, CAM- /II-E C 0 16, It .426s WEST RoADs DRp,,z�, T/LLIT. TESTING & -ENGINEERING. COMPANY WEST P" . BFACH, FL, M407 63.55 MW Pk- &7 5M Fdr ' (JOS)01�15jy , PHONE. 7Sal)209-826J.: 1715 17-096 (30i vz=wmm ivor DRAWING Na WALTER A; TILLIT Jr, P.E. I FLORIDA Lid.. 4416 I J SHEET 11 OF`14 114' 0 LAG SCREWS 6 6- O. C. WIJ 112- Min. THREADED PENETRATION:TO EX1577NG WOOD HEADER, Cont. J 0-20 S. S. BOLTS 9 12" C. W/ NUT & WASHER 1 Afin a250- Max. 6.500i, .............. 2 5 Cont. WOOD HEADER REQUIRED MINIMUM —SEPARATION TO GLASS tP ALTERNATIVE 8 W 114' 0 InY BUILDEX I Z5 TEK SCREWS 0 'r D.C. 114 0-20 x I 3�4"BOLTS • 7 d_ . . 31,32V WING NUT 0 12^ 0.0 Min., Min; c2ont 9 0 STUD O. c. ALTERNATIVE 9 LEG LOCATION Afro. o-20 S. BOLTS (9 12"S. O. C, W1 NUT & VA-CHER. --@.Cof?t. 4' x 4' x , i25' (Min.) 6063-T5 Alum. TUBE (Cent.) (2) 114--.0 LAG SCREWS 0 EACH. STUD (AlIDWIDTH OF STUD, 2' Mih. THREADED. NOMINAL) AND W1 2- UK PENETRATION INTO EXlS7NG STUD. 0 20'ELCO PANELIVATE ig 12' Ir114" 0. C. 0 T & a 6., 0. C. 6 (2) f 718" Min. PENETRATION 4 Cow 2 WOOD .HEADER .REQUIRED Lu I - MINIMUM SEPARATION Ti GLASS =[M EQ i14- 0-20 ELCO WOODPjATE REQUIRED WOOD PAIVELU47E V 12' PLATE 0, C. 4V f 718' REQUIRED Min. PENETRATION o MIDWID771 OF PLATE -AL­TERNAT(VE_10------- WALL MOUNTING INSTALLATIONS SECTIONS A. SCALD 114- NOTE FOR 'COMBINATION OF SECTIONS: FLOOR/ MALL-1 CEILING MOUNTING SEC770NS CAN BE COMBINED Iff ANY WAY TO SUIT ANY INSTALLATION. NOTES' I. IN.5rALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN .PRESSURE RA TING Up To 65-0. - 72. 0 psf AND PANEL'S LENGTHS U,6 To q '-o" 2. FOR WOOD FRAME CONSTRUC77ON: WOOD .MEMBERS TO J36 SOUTHERN PINE_ NO. .2, VV SPECIFIC DENSITY OF 0-.55 OR EQUAL. WOOD PLATE REQUIRED JI 7L WOOD HEADER REQUIRED I" MINIMUM SEPARATION TO GLASS CONT. "T 1140 LAG SCREWS'0 4- 0- C. :W1 -1 1)'27 Min. THREADED PENETRATION ' TO EXISTING WOOD BEAM.- P05177off _7 714 - P - LAG SCREWS @ 6-.0. C.. IVI I Lgi THREADED PENETRATION --rTO EXISTING WOOD _j 114- 0 LAG SCREWS 0 6' 0. C. W I j/j- Min. THREADED PENETRATION 0 MIDWIDTH OF PLATE 6NT (OPEN,I POSITION x 31.32- Nor STUD 114' 0 LAG SCREWS a 4' 6. C, W1 1'112- M;j THREADED PENETkA770& TO EXISTING -WOOD BOVd, -C-X.B' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY Of EXISTING WOOD BEAM .TO BE CERTIFIED By REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 114 - -20 x �14 ConL t BOLTS' IV:718 x E4 . 3I327 WING.NUT 0 12' 0. C. -a (D "Im/Mul,f & a 6- 0. C. 0 0,ti r Aammum SEPARATION' TO. 2SEPARATION 70 GLASS i GLASS 7ZS. x JIJ2 z NC NUT 6 J-1. Q. C. 2�. 6. WOOD DECK OR -0 0— i C2n 11 i—REQUIRED I I I a D c2ntA HURRICANE NEE: SAt4p CAP, (g To RE CLOSED AT NON VA"'CL CONDIT , loovs. POSMON -) - - x 6- (wjj E;�JSTJNGo 50D BEAM REQUIRED,- TRUCTURAL Awouwy 7 PRIOR TO lArSTALLA770N. 1 2' VIOOD'DECK REQUIRED I ED I ED. 0 LAG SCREWS 6 0 iAG.SCR5V'S 6 --K4;0-20 x �14' Z, - W1 7/11 x 4" 0- C. W1 I 1/_�­ Afin, 4 C. V// 1 112" Min. -11.32 {PING .NUT THREADED PENDRA 7701V. THREADED �pw�nom. 12- 0..0 A L TERNA TI VE 1' A L TERNA TI VE 2 CEILING. & FLOOR MOUNTING INSTALLATIONS SECTIONS 8 SCALE.: 010" . 141ozol A. T A SECTION @ STUD TYP. TOP/BOTTOM A L TERIYA T1 VE I INSTAL.LA TION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE C2017 7XTECO, INC. 0. 050 " BERTHA. 9 f j rt OF % 0 (2.25 - DEEP) ------------------------- - EASTERN METAL SUPPLY, Nc I I. Ll it c 0 IN 4268 . WEST ROADS `DRIVE TILUT TESTING. & ENGINEERING COMPANY WEST.PALM BEACH -fL- 334407. . 6-n5 MW 36ft- SL. Sb. 3a% VRZ'A M166[ PHOAIE-. (569?09-8?6J.'FA,* (561)341-1716 Phone ` (MM7f—.1.53V . Fj : (90 R. 1531 LC. DRAWN By.• 07126117 DAM 17-096 DRAWING No SHEET 12OF 14 • 1 4 11410 LAG SCREWS ® 6` O.C. fy/. 1 .1/2' MIN, READED 'PENETRATION 'TO EXISTWG WOOD .)-LEADER 250" —�-:50D ifr Afoz 2' • I ' IFM. .. I O Cont. WOOD HEADER i 0 REQUIRED 2 SEPARATION TO GLASS E { 2 ri 2 '1 a ' 1 ( .114 0-20 S.S. o BOLTS W/ r/ 7/80 x'3/32 PANG NUT Cantt f 0 12, O. C. j I 375' 1 4"0 LAG SCREPIS ® 6' O.C. W1 1 :1/2" M6V. THREADED PENEIRA7ION 0 Z" x 4" PLA78 MIDWIDTH OF PLATE REQUIRED -- - - - - ALTERNATIVE 12A 1/410. LAG SCREWS -6 6' - ! J 0. C. W/ i 1/2" MIN. 7HREa0ED PENE7R477ON TO J�EXIS77MG WOOD HEADER max. 2 I t tirM. ! + t O3 Cont. WOOD HEADER` REQUIRED 7 0 + ti 1, Min. m SEPAR417ON { w TO GLASS o j 2 J14" w 2 e 4:0-20 SS x LTS W/ o G NUT Y fg F, Al ,/ 0 12' O. C. 1 i1 cont. i ` \ i. EOj 375' 1 O LAG SCREW 0 6" O. C. W/ 1 27/32' Min. PENETRA77ON B 2" x 4" PLATE MIDWIDTH OF PLATE REQUIRED INTERIORLY REMOVABLE PANEL( W/- SIDEWALK BOLTS SE'DETAIL 2) CONNE TED TO 16 THRU 5/8:0 . 6 T.®6 O.0 & FASTENED 1 OLESA `. AT 7/8 CX3/32" WIIJG'NLT AL TERNA T1 VE 12B ® EVERY SIDEPIALK. SOLT. WALL MOUNTING -INSTALIAT10NS SECTIONS 12- * VALID FOR Max: 463.5 —53.5 psf. SCALE : 114' = 9" A.S.D. DESIGN PRESSURE RATING, INSTALLATIONS VALID.. FOR PANELS 1 USEL INSTALLATION DETAILS . ON EXISTING WOOD BUILDINGS zo15 7XTECO, LNG i L E-c o, a �. _IT TESTING & ENGINEERING COAT Cdr7�NS'Fi Fhana :-(JOSj87T-15-V F" (305147f-3s ❑UA :HUILUING .CODE (Non .High Velocity Hurricane. Zone) 0.050" BERTHA ALUMINUM STORM PANEL c c (2.25" DEEP) DRAWN BY. EASTERN METAL SUPPLY, INC °'�I�" 4268. WEST ROADS, DRNE ANY 1P -S PAW BEACN FL. 33467 33i66 PHONE-. (561)209-8263, FAX.• (561)841-1716 .17-096 ax x, murf+ov aft Rtr. w cexxrnrw f µ w I DRAWlNG.NO Aoco Ye ass 7/2c/t a SNFET 13 OF 14 1/4'A. SS_ LAG SCREW 0 4" .O.C. W/1 112- MIN. THREADED PENETRATION 4' z 8' (Min.) 'EXISTING c .E WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXIS77NG WOOD. . I/4"0 5.S . LAG SCREW BEAH 70 BE CER77FIED 0.4" O.C. W/1 '1/2" A/N, BY REGISTERED ENGINEER E OR ARCHITECT PRIOR THREADED PENETRATION TO SHUTTER INSTALLATION. 4 + ALTERNAT/VEL.Y, TRACK MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE :9A SHEET 13. 0 25' Inj 1 0.25' 1 1 ! I Cont W SEE. SCHEDULE FOR. Min.. I 1 . -� o EXISTING -! SEE SCHEDULE FOR Min. ' ti 1 0 SEPARA7ION �J CLASS SEPARATION t TO GLASS �,. TO GLASSIq I �u ` DETAIL 2� 2 '• z z { b 1 . - 7/B" A'x WING NOT 0 WING NUr..® YES EVERY STUD EVERY STUD to ( 12' 0. C. ao 0 12" 0. C. Corit. i Cont. 1.125' 1.125 t �j gg J 2'. x 6' _WOOD DECK -j /. 1` x ^ t I — WOOD DECK 1 :—,, REQUIRED 11410 LAG SCREWS W/1 1/2' MIN: 78RD - INTERIORLY REMOVABLE PANELOI W/ SIDEWALK BOLTS,�(_SE£ DETAIL 2) CONN C7E0 TO 1 7HRLI 5/8 0 HOLES AT 11 0 6` O.0 &FASTENED -AT--RE ,V —7/8 1Ox3/32" WING -NUT & EVERY 'SIDEWALKc BOLT. .ALTERNATIVE .13A ALTERNATIVE 13B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 13 SCALE : 1/4- = 1` 11410. .LAG SCREWS 0 2' O:C,.• W/1 1/2%014. THREADED PENETRATION ^raia;'1 1/4'-20x1' S.S. SIDEWALK BOLTS, _1 6W/3/4' SLOTTED HEAD, FIXED ZO i i�lNTERIORLY REMOVABLE PANEL J i THRU XEY.HOLE @ 0 6'.ar- �. ,1 W/1/4"-20 NUT AT REAR. 7/6' D ur, 3/32' j REMOVABLE lfflVG NUT B— PANEL j I 9 n C1 ! { I—_050' HOLE © 6' O.C: DMIL .2 = 1NST.4 TION aF 1 /4`if' SIDEWALK BOLTS ® REMOVABLE Pan SGiLE 1 = 1 1/4 0. S.S. (AG SCREW ®4 OC:.W/T 1/2" MIIK THREADED PENETRATION EXISTING 'SEE SCHEDULE GLASS FOR Min. SEPARATION TO .GLASS Cont. ALTERNATE LEG .LOCATIOM, 1,125 I " 410 S.S. LAG SCREW .0 4' O.C. W/f , 1/2' MIN. THREADED PENETRATION 4' x 8� ,6Min:) WOOD .BEAAf RE STRUCTURAL. Al OF EXISTING W( BEAM TO: BE G BY REGISTERED OR ARCHITECT TO SHUTTER " IN. 0.25' A. f L.rJill Cont. I j I y Y ti SEE SCHEDULE GLASS FOR Min. SEPARATION { 1 TO GLASS I iz i 2 { $ 1 t � J DETAIL 2 ( a i f 7%8' p.z 3f32' { 7/8' d x 3/32- n WEVERY STUD I WING NUT .0 1 Yi8 1 EVERY STUD t ® 12" O. C. ! Cont. / I ® 12' O. C. I i ALTERNATE ! j i LEG LOCAT70M i I . 2' x 6" . -Vi00D DECK REONR£D ! WOOD DECK j i /"—�REOUIRED % INTERIORLY REMOVABLE PANcY O1 W/ SIDEWALK BOLTS. E. DETAIL 2) + 1/4-0 LAG SCREWS ® 2' O.C. 1/40 LAG SCREWS.4' D.C. CONN GTED :TO (j 7HRU 5/8 d W/1 1/2` MIN. THREADED PENETRA710N W/1 1/2' MIN, T1READED PENETRATION HOLES AT 11 0 6 0 C & FASTENED AT REAR W1 7/8'ox3/32 -WING NUT 0 EVERY SIOEWALK.BOL7 ALTERNATIVE im ALTERN,gTlVE 148 ,FILING & FLOOR MOUNTING INsre 11 � LIONS SECTIONS 14 SCALE : 1/4' = 1 NOTE FOR COMBINATION OF SECTIONS: FL°QRNED IN Y WAY"O SEC CAN BE INSTALLATION .DETAILS: ON EXISTING WOOD. - BUILDINGS CO�.IBINEO IN ANY WAY TO SUIT ANY INSTALLA770N. NOTES: 1. INSTALLATIONS ARE ONLY 'VALID. FOR A.S.D. DESIGN PRESSURE RATING UP TO 465.0, =S,5O. psf AND .PANEL'S' LENGTHS UP TO 9'-0". 2. FOR NEW WOOD FRAME CONSTRUC77QN•. WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC "DENSITY OF 0.55 'OR ,EQUAL. C:2017 PLTECQ INC. IILIEGO !IT TESTING ENGINEER! N.W. 362h 'St:; Ste. 3D5 VRW,A I 'PL-cre (305 7t-75Mt7 .. Fmr 4 FLORIDA BUILDING CODE. (Non. High .Velocity Hurricane Zone) 0:050" BERTHA ALUMINUM 'STORM PANEL (2.25 DEEP) Lc. DIiA111V BY: � EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRIVE WEST PALM. BEACH, F2 .33407 PHONE- (561)209=6263. FAX. • `(561)8414716 07%26/17 COMPANY Ens. A - MI66 '7T-r6M1 - .17-096 ' OROWNG.No I arc.. :r .ow SHEET 14 OF 14 i A I