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HomeMy WebLinkAboutProduct Approval (2) J BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Links Search Product Approval *r 00 USER:Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 1 0 FL# FL11968-R4 Application Type Revision REVIEWED F%'O%k Code Version 2017 Application Status Approved CODE COMPLIANCE Comments ST® LUCIE COUNTY Archived Cl 1300C Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com File GI)PIr Authorized Signature Bill Feeley Irodriguez@ezisternmetal.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 Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COT EASTERN MF-TAI,SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COT EASTERN METAL SUPPLY.INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COT EASTERN METAL SUPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.od Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI R4 Eauiv EASTERN METAL SUPPLY.INC, DRAWING 17- 095 LEITER EQUIVALENCE BETWEEN SS7rD 12-99 AND ASTM E- FL119 8_R4 Euuly EASTERN METAL SUPPLY,INC.DRAWING 11 1991 MERO (11VAL N E q=..12-99 AND ASTM E•199$. pE FL11968 Rei Fattiy �„�TERN METALL SUppLY,_INC`_C1EtAWiNgAh 09§ LETTER-EO IiVALENCE BETWEEN 4STD 12.99 AND ASTM E-1926.PDF Fl 11968 R4-Ennio _AST-RN META_S IEELY .iN -. p AW1N[_l LETTER EQUIVALENT BETWEEN SSTD 12.99 AND ASTM .•1!196-ndf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC:Approval 10%29%2017 Date Approved 12/1212017 Summary of Products Ft;x Model,.Number or Name Description :11968.1 .0.040.1IBer[ha Aluminum,Storm Cornigated aiuminum'storm panels retained or not by tracks Panel(2.25°Deep)-Non-HVHZ- to provide hucricane protection, Drawing Number 17-09.4, Limits of Use Instailation instructions Approved foruse in HVHZ:-No Fijly68 R4-11 EASTERN METAL SUPPLY2 INC DRAWING Approved for use outMde HVHZ:Yes i7 004 0,040 BERTHA ALUMINUM=BM PANEL ndE Impact Reststant Yes Verified By.-American Test Lab of South Florida Inc. Design Pressure;N/A Created;by Independent Third Party:Yes Other Large'MissIle.Max.spank 32'-0"for+25,,45 p.s.f. Evaluation Reports" and 4'=0"for+125,-130.p.s.f,.forsections 1;3j 4;6,-7,;8, Ft EASTERN 11068.HA AE METAL 52t UPPLY _INC. bRAWiNG 8A;.9 and 11.See sheet 10 of.instaliation drawing for.other 17' 094'PR DUCr EVALUATION REPORT.ndf. spans and pressures.Valid only for wind zones 1,2&:3 as Created:b'y Independent Third Party:Yes. defined by ASTM E-1996. 11968.2 0.050".Bertha Aluminum Storm Corrugated'_alumtnum storm panels retained or not.by tracks Panel(2,25°beep)-409-0- - to provide hurricane protection. Orawing Number 17-096 Limits of Use Installation instructions Approved for use In HVHZ:No. )��1968 R4 t1 EASTERN METAL SU PLV,1NC. RAWING Approved for.use outside HVHZ:Yes 17-096 0,050 BERTHA ALUMINUM STORK PANE..PDF Impact ResistantrYes Verified By:American Test Lab of-South Florida Inc. Design Pressure;N/A Created.by Independent Third Party:Yes Other.Large Missile.,Max span is.12'-11"For+30,:-30 ps.f: Evaluation Report .. and 8 2"for+,ZS -80 p s f.for•;mountings without:"h" ELI 1958'R4 A ACT METAL SUPP Y INC, DRAWING header,See sheet 5 of installation:drawing for oth'erspans 17-096 PRODUCT- EVALUATIDN-REPOR't-PDF and.pressures.Valid only for vAnd zones 12&3 as defined by. ,-Created,by IndependentThird Party:Yes ! ASTM E-1996', 119683 .24 Gage Galvanized Bertha'Steel corrugated galvanized-steel storm panels retained or not by Storm'Rarmf(2.25"Deep)-Non= tracks'to provide hurricane protection. HVHZ'-Drawing.Num4er-17-095 Umlts of use Installation-Instructions Approved for,use in HVHZ:No Ft 11968 94 It EASTERN(FETAL SUPPLY.INC, DRAWING Approvedfvr rise odtsid®HVHZ:.Xes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Reststantt Yes; PANEL.PDF. Design P.resstim-N/A Verified By:American Test Lab-of South Florida Inc. Other:Large-Missile,Max.spas V-0'-for+30,-40.:p s.f. Create dy-Independent Third Party:Yes and,7 2"foe+ZO,-86 p.s.f.farpanels mourited without".H" Evaluation.RepWU header:See sheet 4 of instaliatk in drawing for other spans FL.i 1465 R4 a - ASTFRN M TAL SUPPLY IN DRAWING and'pressuresValid only for Windzones1;2&.3'as.defined by i7 0QS pRODULT EVA Ti N RFPORT,PDF ASTM E-1996,- Created by IndependentThird Party:Yes, 11968.4 Clear Beit la Storm'Panel§(2 1/4")- corrugated polycarbpnate storm panels retained or not by Drawing:Number 17-098 tracks,to,,prbvide hurricane protection. Limits of Use Installation Instructions Approved far use in HVHZ:No ;1Q68 R4 it EAUM METAL SUPPLY.-INC, DRAWING Appfoved.for use outside HVHZ:Yes 17-098 CLEAR BERTHA RTORM-PANFL 2 25 PDF Impact Resistant:Yes Verifled ByfAmerican Test Lab of South Florida Inc. Design Pressure;N/A Created by Independent Third Party:Yes Other Large Missile.Max/span is 10'-0"tor+28,-28 p,s.f. Eva luation_Reports. A.S:D.and 4'.-0"for-r-105;c110;p s.f.,A.S,D desgin`load SeeFri 9fj8-R4 AE EASTERN M TA C 1PPLY. [NCDRAWING sheet 3 of Installation drawings for other spans and'pressures- 19-09a�,RRQDUCT OF EyAL rA71O BFPO T Pb Valid only for.wind,zones i,2&3 as defined by ASTM E-1996: Created by.Independent Third Party:Yes nerve No:t omad U ;;2601 Blair Stone Road,Thliahassee R 32389 gipno:850-4137-1824 The State of Florida is an ANEEO.employer,Convridht 2007-2013 State of Florida,:t Pdyncv Stntemenr::Acressihility Statement::Refund Statement Under Florida law,email addresses era public records.If you do not want your c-mall address released in response to 6 public-mcords request,donot send.clectrunic mall to this entity.Instead,contact the.officeby Phone or by traditional mall.If you have anyquestions,please contact 850.487.1395.-Pursuant to Section 455.275(1); Mrida Statutes,effective October 1,2032,Ilcansees licensed under Chapter 45S,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication wiN the Ilcensee.:.Nowever email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To daterrnfne it you are a licensee under Chapter•155.F.S.,pease click¢M,. Product Approval Accepts: lir .IM . Credit Card Safe GENERAL NOTES: Nomas I.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(AE.D.)HHS BEEN VERIFIED FOR CO.MPLWNCE IN ACCORDANCE B.I)MlNIMT1M EMBEDMENT OF TAPCON,ELCO PANwmm AND.CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WIN INC 2017(6th WMCN)OF THE FLORIDA BUlMVG CODE THIS STORM PANEL SNAU NM BE INSTALLED AT HIGH_VVELOCITY UNIT`SHALL BE 1 114-; 1 3/8'FOR ZAMAC AWLIN ANCHORS AND 1 1/8'FOR RED HEAD bMABOLT SLEEVE ANCHORS HURRICANE ZONES(MIAYI-DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED A5 PER SECI7ON 1609 OF THE ABOVE MEN7fONED COD& 6.2) 7/8'CALK-lN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO;THE CONCRETE BLOCK UID:NO EAlswOMEM'INTO STUCCO• FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND. SHALL BE PERUMTED. 11410-20 SCREWS USED-SHALL BE'? 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I' FOR A DIRECTIONALITY FACTOR Kd=065.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017,FOC AND SHALL. "MlVUUM FOR'WAUS IWTN NO STUCCO.• NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INIVCAIED•ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 a3)EMBEDMENT EMBEDMENT OF 1/40 x 3/4'ALL POINTS'0-2 SE ANCHORS SHALL 8E 7/8'INTO 711E CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR 0-20 SS. MACHINE SCREV!USED SHAD 8E'f I/2'LONG- SHALL COMPARE THESE W/MAX. (ASD)DESIGN PRESSURE RATWGS INDICATED ON SHEETS 5 THRU'9. MINIMUM SHOULD STUCCO EXIST:AND 7'MINIMUM EOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY 1X47 COMPONENTS AND ANCHORS ON THIS P'ED.AS TESTED.WERE NOT OVERSTRESSED,A 337:INCREASE R4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE.PANELS BE FOUND ON THE EXISIVIG WALL,ANCHORS-SWILL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS Nor USED IN THEIR�ANALYSIS.A DURATION FACTOR-CD=1.60,VI4S"USED FOR 'LONG ENDUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFICATION OF FASTENERS TN WOOD. B.1)ANO H.2)ABOVE. STORM PANELS ADEOUACy FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENOANONS,AND SPECIRCATIONS,OF THE ANCHORS" THE ABOVE MENTIONED CODE AS PER AR REPORTS f 0121.01-98R,f 0329.01-00,jF 052501=00 AND®0512.01-03 AND MANUFACTURER .#0617.02-04,AS PER IMPACT TESTING EQUIVALENT 70 ASTM E-1996 STAVDARO&ASM•E=-02 STANDARD,LIMBED TO INSTALLATIONS WDWN WIND ZONES.1,2&3 AS DEFINED BY ASTM E-1996 STANDARD,•AND R0221.01-Of PER TAS 201, 202&203. ?.PANELS MAY ALSO BE INSTALLED HORIZONTALLY,FOLLowim;INSTALLATION DETAILS SHOWN ON SECV014S f THRU 8(SHEET 3&4 OF 2 ALL ALUAXNUM SHEET METAL PANELS,SHALL HAVE 5052-H32 OR 3004-X34 ALLOY. 9)EXCEPT THAT HEADERS J 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS Sr ALUMINUM 4550 TOOK 6063-76 ALLOY&TEMPER UNt£SS OTTiERVASE NOTED. 8. IT SHALL BE THE RESPONSISMY OF THE CONTRACTOR'TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS STUDDED PLATE AND SNAP GIP ARE PATENT PENDING. ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHAD ONLY'BE ATTACHED to CONCRETE,BLOCK OR WOOD FRAME BUILDINGS 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AI31 SERIES OR CORROSIONRESISTANT•COATED CARBON STEEL.AS PER DIN 50016 W/50 kal YIELD STRENGTH AND 90 k51 TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUXDING C00E SECTION, 9.. THE INSTALLATION CON7RACMR IS TO SEAL,/CAULK ALL SHUTTER COMPONENT EDGES WHICH REGAIN.Im CONTINUOUS CONTACT YmN THE 2411.3.J.4. BU7LfXNG M PREVENT WIND1,RNN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5.BOLTS TO BE ASTM A-3O7 GALVANIZED STEEL OR Am 3D4 SERIES STAINLESS STEEL, Wf774 35 ksi wNiMUM YIELD STRENGTH 10. (a)THIS PXO.PREPARED.BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECTRC PROJECT.i.e; WHERE THE SITE CON61RONS DEV44TE FROM THE P.ED. 6.ANCHORS TO VALLI SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SaECIION,PURCHASE AND INSTALLATION INCLUDING.LIFE SAFER'OF THIS.PRODUCT:, (A)7O EXISTING POURED CONCRETE: BASED,ON THIS PED.PROVIDED HE/SHE DOES'NOT DEVIATE FROM THE CONDITIONS DETAILED-ON THIS"OoCUMENn f14'A TAPCON ANCHORS AS MANUFACTURED.BY LZW.BUILDLX CONS7RUCAON SAFETY AT SITE t5 THE CON7RfCTQR 5 RESPt1NSt81LITY, 114'a CF TAP-GRIP ANCHORS(8ERV A STUD-CON),AS MANUFACTURED BY IRU-FAST C0RFY7RA71ON'. (a)THIS P.ED. MLL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, - f14'R ZAAL4C NAJUN ANCHORS AS MANUFACTURED BY'POWER FASTENERS'INC. , - 114-'0 x 7/6'CALK-IN ANCHORS OR ELCO male&Female I'ANELMATE'AS.kANUFACTURED (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA.REGISTERED ENGINEER OR ARCHITECT WHICH YALL BECOME THE BY POWER FASTENERS INC AND ELCO CONSMC77ON PRODUCTS,RESPECTIVELY ENGINEER OF RECORD(EOR.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR"THE PROPER USE OF THE PED, - 114'a x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREVI;BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,,ACTING AS A DELEGATED ENGINEER TO THE P.E.D."•ENGINEER, SHALL SUBMIT TO THIS LATTER 177E 517E SPECIFIC'DRAWINGS FOR REVIEW. NO7E5.• (e)-THIS FLED. SHALL BEAR THE DATE AND ORIGMAL SEAL-ANO SIGNATURE OF THE PROFESSIONAL ENGINEER 0F'RECORD THAT At)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 314'FOR ZAMAC AWUN ANCHORS IS 13/8'• PREPARED IT. FOR ELCO PAIVELALAIE ANCHORS IS 1 314'AND FOR CF TAF-GRIP ANCHORS 15 1 114': 'It,SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY'VTSIBLE LOCATION AT STORM PANEL.IN ACCORDANCE WITH A2)718'CALK-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE: ND EMBEDMENT INTO STUCCO' SEC77ON 1709.9:3'OF,FLORIDA BUILDING,CODE ONE LABEL.SHAU BE PLACED FOR EVERY OPENING.. SHALL SE PERMITTED. 1140-20:SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' L49ELING TO COMPLY WITH SECTION 1709.9.2 OF THE'FLORUDA BuILDING,CODE, MINIMUM FOR WALLS WITH NO STUCCO. AL3)AaNJMUM EMBEDMENT OF 1140 x 314'-AU POINTS SOLID-SET ANCHORS SHAD BE 718'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114'3=20 S.S.AfACHINE SCREW USED SHALL BE f 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I-MINIUUM-FOR VIAU.S VATH NO STUCCO. A4)IN CASE THAT PRECAST STONE,PREG4ST'CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL-OR FLOOR ANCHORS CHO S HALL ES LOA NG ENOUGH TO i)&A2)ABOVE. CH VIE MAIN STRUCTURE HENIND.SUCH PANELS ANCHORAGE Sf,14U E AS ,11;1LFatFAx�F�/+x_�.��` ON TMS DRAWING SHALL ONLY-BE USED TO \\ •,rr/ 0874TH PERMITS 1N THE STATE OF FLORIDA (8)TO EXISTING CONCRETE BLOCK WALL- \\� ►•,.•''JG N$��.ti'�?" - - 114'3'TAPCON ANCHORS AS MANUFACTURED BY LT.VL BUILDER S 'L - 114'9 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FASF CORPOPA7IQN. - 2 No.�,67 - 114'O'ZAAIAC NAILIN ANCHORS AS MANUFACTURED BY'POWER FASTENERS, INC. i 1, - 114'a x 718'CALk-1N ANCHORS OR ELCO mate&teinwt pANELMATE'AS MANUFACTURED w*' BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. •� - 114'0'x 314'ALL POIN75 SOLID-SET ANCHORS AS DISTRIBUTED BY ALL FO:NIS SCREW,BOLT&SPE=TY COMPANY. �"'�• �, FLORIDA'BUILDING CODE (Mon High Velocity JTUJ7ICOtT0 Zone) W. - 114'O RED HEAD DYNAHOLT SLEEVE ANCHORS AS MANUFACTURED BY LEBUILDEX. G�•• 111F17p•••• �\!\•.,,_••_,-y.• f� esGli mrEca uva 0.050".BERTHA ALUMINUM'STORM"PANEL i.c. (2.25"DEEP) DRAWN BY. .•���"��ssutttuLll �� a7/ss/n EASTERN METAL SUPPLY, IMC DATE; L E C O lN-. 4168 WEST Ra4GS DRAE TTLUT TESTING&ENGINEERING COMPANY WEA PAW WXH,FL M407 17=096 anal N.1/.Js s..Jat er N• CAM.%A miss PRDN&•(561)209-WCO,FAX(561)84I-1716 wcen 1Jm r-rsw_Fa•+(JasleTr-lair +n.m amsvl•r aur m.+o - moena ..aur DRAWING Na E8-0005719 ao rs-nu mn J .WALTER A BLLR✓r.PC SHEET'T Of 14" FLOR/D4 Lie.f 44767 1cfe r .a4S'(TOTAL WM &645•(TOTAL rVTN) ' 2560' ry 3 Mox. 2.560' r...�f 236°' �,...gi I 77.75°• rzobb`(E1TEDarE KmrH)----� f'-'a°°°•(EFFEc7rvE wra7N).--� 19- Co. 150D• r5oa" r.SOD• r.50D' '-T- R:25 + e "W. 4X0'--�-- f.300" I u Acvwtrr MWI I I I rz u.wuaMc MA) r ( a' R.123' Rasb' xQ c wa h h oq ry g N .t25' R.20D' _ T •-moi Y QQ 0.725' �2775'�Ja9f'�2r25•-1 E-2.725"-� � � � .D75' 'N 271x' NLt A I 26BI' 1� FULL ALUMINUM PANEL W1 HEMMED 11MINIM PAAIPI W1t{ 2-340' FULL I 2JlD" N[G O 'U" HfADE'R scar:Jia'.r 75.119"(10TAL aroRr) 9.119•(TOTAL WT07N) U3 h' H DER 4 3' Max. 'U'BUILD OUT .784. �_�n+„m,•n_•rte n v.} '��i t--6:OW'(EfTECIWE AIDWI-i :J/3'-r' scv£:J/e•-i' .79D' o 1.500• 4500' 1500" 450°' 7.300' )500' 4500' 1.500• h t A oR W-lr(W 1 t Iz u A^fiJCL[r lSaJ � I � • ti q .1a8' .I88' � QQ b d 1uTi,ry tl N $�_� t .J7i $^ .;A g n pT�l" .095' i-•T.JTS•-F-J.99r'�1,J75"� t-2125'-i 'rso- 0 1.950' .090• © REVERSED 'F'ANGLE 0 FULL ALUWNUM PANEL Wf0 HEMMED EQGES toHALF ALUYINYA PANEL WI-2 D93 .-Bs• TRACK 5000'Xar. � (1)STORM PANEL 318 B. O. 7A 3 4' B D. ee' wlrr:y+ ,• r0631 °�3y \2l ANGLE BUILD OUT 'F" TRACK f' TRACK H O f-D94 BRACKET sur:zb--r scut:Jia-r• sotr:"I-r• t65� .as9^ r/'•sssam � a� Q ����' Ipg• ALrD'bWTE � � AvsrLD m Ar.WE a { r"' I,rzJac� o-erz• .L.. -'T •d t �d � LEG Lr "F" TRACK ANGLE Ate' ! 7' .06J•� ( --! $ 4.TS9' i SGtL:J(a'.f' DR.060• 1/4.9 JD4 sun$ to ^d_ 11 2"x 5' (Mox.) x .125"ANGLE ANNE STUD SPRa OST° 17 2 5r5'(MAX.)x118" DEWL I: swo W1 cLE cAsr zwc eDG°f O mcr�® SW:�"-I' SAGWN ON SE=95. ANGLE WITH STUD MCM PL MO WING NNF 09J / Scar:JJ7Y.r OPTION 1 OPTION 12 KEY m(!Lf AT PANEL I 1 .17'Was- -n'. f$/4'9 301 _,1/ � 062'$&RIES S S lag• /' \I J 2000 _ -•f Sf!/D RNETEtI f 3 T- JO I�OG t 0 J s .666' 1 J (J)518'0 2b00' Ai 70P LINf n 2760'afJ" Ate. , Exr w(j) cL; 10 STUDDED ANGLE -- •_-- I -- Rf.8T8` fr.GJ-1S A-ALLOb .177' -309. I J7S' (2) !e xDtES_ (2 .Jae�� 62 litit /�!!!i KEY HtOL�fWASHER 120 ROUND HOLE AT PANEL ArS116 NNE no ii sruE:Jia , (OPTION 70 12) rOR 1 %-YOrl' A S51J4 A CAP 1ACNLNE { " !Q STUDDED PLATE+ttiy�Q•r• tiEt�IS�c4.•1 scus I'-r• ♦ SCJZ)f•_r• 7 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) J �� 02017 MIM0.INc 0.050" BERTHA ALUMINUM STORM PANEL Lr r �12' r OF ! (2.25"DEEP) GRA /7s" WN Br.. �I4"� ! � 01126117 EASTERN METAL SUPPLY, INC a4M' E' OR1O..•��� 1� E C V{K C. 4268 WEST ROADS ORNE iS�if16' Xf t"LONG WALL PLATE JL4 OJVAt .r(/i TlUJr TESTINO d ENO[NEERING COMPANY Km P"BEACH,n'JN07 1,7-0,96 f L t t cn Sure J/19'.Y y' !{!/!/ aW :iJw�Ir-1e'io.r�ac, {eAIV..A 1",114 PNONE(561)209-826J,FAX:(561)84!-1776 EB-0006714 '�* �� rmvror MWAO Na WALTER A.17L1?Jr.P.& as re-M+ 7/1YI SHEET IA OF 14 FLOA/OA Tic 44!67 TOP TRACK (SEE COMPONENTS" SHEET TA OF 9) CONCRETE ANCHORS (SEE SCHEDULE) --T- 1 Mi& I IA�x,, I , 0 0 0 0. o o I I .� III I I I W) w I � 0 TrP� , c, vT I All II 1 IIII IIIA - ----- - - - -- - - ----- - CONCRETE ANCHORS (SEE SCHEDULE) 3"-� eA9t ty9!.• ♦�1,, Max. MOX. f Min. f Mfn. ��"•"•�"'�" d\ �� BOTTOM TRACK O�tA1. 11+'''� STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS. SHEET IA) /gdIIIIII SCALE:.1/8'= I' �1/4"Max. GAP 1/4"Max. GAP. � ♦ TTP. � " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 MTECO.Na 0.050"BERTHA ALUMINUM STORM PANEL La (2,25" DEEP) ,Rawl+fiT.- SECTION A-A ��C G 1N EASTERN 4 METAL SURVAW PPLY, INC 07/217 SCALE: 1�8`= T" TILLIT TESTING R 8N61NEERINO COMPANY wEST 209-PALAI 861.1,n''7'108 l7—Dgs am HV.Jsw 54 s>..Jae e�ava r.Hna4 n atrce PHONEi(561)209-626)Fi4Y:(561)641-1716 aam,s:nm}.s ESram.f:GmsMTr-rJ7r usaeax as a®v�er ,RaW'NG No E8-,,,6879 IV17£R AIIL[!T✓r.PS oW ra"d� - /%[/r J� SHEET 2 OF 14 FLORI,A tic' .44!87 TAfCDNS,2AlLAC TMCUN;CALX-M DR MALE 7 0 O NUT ONLY 10 Cant FEMALE FANII-W 6h2HOR6 TAPCON2 P.MK-W OR ANCHORS tNLFf \ • 1EY/LF FANdW7E ANCIMJRS E D. APPLICABLE At CF A°-GRIP,CAGK-i � (SEE SCJkDULE FOR "CO2PA VC) 'E.D. (SEE SCIF:OUtF FOR SPAC+hC) �MALE PANEWA7E{IYP.) OR CLCD LULFj FEMALE 1/s'0-20 S.S MACHINE `- ( CDu[[FORS �'L-4 �12V//0 NUT tr WASHER \ nED: ICALK-1N,ALL PDMS SOUO-SEF OR \1 y _ ( £ECO kA1£�Ffi.G7LE PANEW4TE ANCHOR __ I SFACWO) 1^M..L POURW REQU7REDC[TNCRETE if•� REOLRREQ (SEE SCHEDULE FOR SPACING)" ! POURED I i �� \1 \�a ��� CONCRM r _ POUREDOR W ALTERNi REQUIRED p ( - w I '•'•'•< I ry LEG LOG ION I BLOCK WAL I I 1 If ` I 5 Cont s Cant ! REEDUw D-�\ \ I X� � I ) Goat. ^w I I I �.. �\ i� �' w tzs 1'MINUJUM .{ !'MINIMUM ! .3/32"WING NUT l9 i ! SEPAR4110N TO h Z t2'O.G T �+ t'MINIMUM € G' I- SEPARARON 70 { —�f i 1 x GLASS 1 I`"r GtASS I I'MINIMUM I h SEPACLASS t0 t € I sEPACTO LASS 1 I LAss y 114 0-20 x J�d' 1 I I So 7Z 0.Q. ALtERNA7E LEG LOCATION- g cont ` 7/a'x J/,s2•YnNO BOLTS L, Nj 7!a'rx 1 I �— ur c, 3/32~1nNG Nunn POURED �f CONCRETE POUREO� C OR CONCRETE _ { 1 BLOCK WALL / OR CONCRETE ♦ Cont REQUIRED .. r BLOCK WALL REO7/1RED ' y r ,�`` z { Fff,.r` xr�f j f/ /i/ CALK-!N,ALL POINTS SOUO-SET OR-�'f i o E--t'ff. I;t.000 1•-�-.,1• ELCO! d o ppOREO CONCRETE JALE/FEMALE PANfLMATE ANCHORS. REOURZO I R (SEE SCHEDULE FORdAG ER ttT.PCO.'6 TAMAC NMLtt{RLD N:XI -.F AF Y//NUT'o WASHER WCWM G4 MAT OR ELW MALE.jrAFCON3,GLk-rN OR RCO MACE/ �_CALK-IN PR£LCD_W FETLM.E 2'O.C fEAULE FANQMATE M'CNORStFEUXE PANEL4ATE ANCHORS E.D.PANELL4AT0 ANCHOA6 (5EE SCREMW MR SPAMHS) (SEE SCHEDULE FOR SPAGNC) (SEF SCHEDULE FOR SPAGNCJ BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 sCAE:3/s-= i INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION S - SCALE:J/B'- 1' SCALE:3/a'= t' SCALE:3 /YJ/TI { /`'i�{{�", '�'�ll• •SCRErf5 USED®T ANCHORS MA Or t/ SIDE 140-20 TRUSUS5 HEADEAD BOLT S1. IMUJ.I { f �4\,�� ,EN Le'"• '• ~�� W// &�. II'AfT84TAT/ON 7G GLASS I ,r•^•+. q{Efr • •SIDE WALK BOLTS ARE 5/4 CxJjJ27H/CK A%OK 4 EU �MAXEN SCREW Wj ENGTH AS PER NOTES A.2 1/4'0-20 x 3 4' E 0. EDOE DISTANCEf' (SEE CN , +�n� 1 ♦ +TRUSS SHEADCBE WOLFS_ RRE 7/20x1Ja'TX7CX XFAD 80LTS 1Y/7jB'x SNEEf 6&7) ' /ij� dlACHfNE SLEETY V/ ENGTH AS.PER-NOTES A2/ YANG (fl'6 � j12'0.C ,�i�QI;��,�,'� �� 8.2(SHEET!) .I�ss.......... i 1Ftt _ ro�A�. 77 7771-17, 1l.00Gi I I 3.000 NOTE FOR COMBYM4170N OF SECTIONS LK / I I WALL/P70OR/CEILING MOUNTING SECTIONS CAN BE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TA°CONS,C4 -W OR LCO l ale._ E S COMBINED IN ANY WAY TO SUfi ANY 1NSTALLARON, - sLEro ,ear SCHEDULE C2077 nuECO,WC. 0.050" BERTHA ALUMINUM STORM PANEL Lr POURED CONCRETE- (2.25"DEEP) DRAWN 8Y,•. REQUIRED 17 FLOOR MOUNTING INSTALLATION""" EASTERN METAL SUPPLY, INC o'jWE. — SECTION 5A SCALE:3/8 a t Tl[tJT"TF'AHC ENGINEERING e COMP 4266 WEST ROADS DRNE WEST PALM BEACH,FT.33407 I7-096 6J.0.T W. K St,S(..Jos,VX,Nh GNDFN;H.JJr6o PXONf:(561)209-8263.FAX;(561)841-1716 Arart.:(JOSyITI-1JM.f.1J0.4M7)-101 aeccl+w a�lan aut DRAWIIJG Na ES-0005719 WALTER A 71GUT✓r.P.E gD.re-w4 qe/r SHEET s OF 14 FLORIDA Lio. 44767 POURED CONCRETE POURED CONCRETE OR VARIES 3-� OR CONCREM BLOCK WALL CWCREW BLOCK WALL ITECUIRED REOUAW 1 7 POUREO CMCRETE 2'x 3- .093*5105 H-N OR OR CONCRETE BLOCK 6063 TS ALLOY C-t Alm.ANOX WALL REQUIRED MAN ANCHORS 0 f2'0.C Pcoc'uW720or 0" i '1�111 CONCRETE BLOCK CONCRETE 2500*W. N A 10ALt REOUIRED ANCHORS 0 f2'&C. 11 A 114'W, COIVCR47E \A L, ANCHORS '0*U'.m 2 L ED 0 12*0.C, VARIES Af- OR REOWRED Al L 2'.4'x.126" 2'L-fox TO 2*x S*x.055' 3105 OR OR OR 2- Al—TE LEG AILOI -H14 OR 6WJr OR Cont.Alum.ANGLE T6 =\7_:�b (@ OR SWEET AlUAL Al- 114- Bacr 4'X 4'K.072' SENT PLATE' 0 24 a C. 3105-H14 OR$053-116 ALLOY w/j4cmvr C-f.Alo-ANGLE CASE A 6?kOW SCALE, 114'= F' CASE B (fLan CA SE C CASE D (Plan) SCALE f14-� I- SCALE. 114-- I' END Q 0SURES DETA IL SCALE. 114 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) POURED CONCRETE AND CORRESPONDING MAXIA4UM PAIVEL LENG I OR CONCRETE BLOCK WALL POW77ON POURED CONCRETE SCHEDULE FOR A GIVEN PANEL SYSTEM a5cuRit, - - OR CONCRETE OL K (R—) WCON ANCHORS OR WALL REOUIRED ALL PONT SOUD-SET 41AXIMUM Mol.PANEL LENGTH (SEE SCHEDULE FOR SPA,CZVG ASO.DESIGN bum.,smp OLVAN CLOSED A NV PRESSURE P4TNG '.0 (p.-0 1+ "�UZO W1 =.1;1OU A 11 Co'T. +30.0, -30.0 12'-Yf* 12'-Il' -F- I- $91AP47ION +30.0, -JS.O 12'-11' 12'-11' 12'-Il" I*MINIMUM To GLASS Comr. +,X0. -40.0 12'-0" 12'-0' 121-01 TO 'T- 7 a--J/J.? G NUT 0 a STUD -45.0 -2" +40�0, POURED CONZ. CASE E (Plan) +45,0. -50.0 lot-41 CCCWN9.g 14 ROCK WALL +5aC, -55X 101-0, g-4' Io'-O' 1 11 i Z I U i GONE SCUL' 114' 1' POURED I �. -Z"IT,1�3(VPEN POSITION+) +55,0' -66.0 OR cc BW SEMCN @ STUD Z-7' 8*-6' Z-7' WALL Typ. TOPIBOTTOM +60.0, -65.0 9-2* 7-9- 9'-2' TAPCON OR ALL POINT SOLID-SEr CONT.' fill" (SEC SCHEDULE FOR SPACINQ (omr PosmoN +65,0, -70X 8,-g, 7�-2- 8'�-q' %I Ot- +70,0, -75.0 8,-6, 6�-sl 8�-6' WALL YOUN77NG INSTALLA :!�" . I.... -% FLORIDA BUILDING CODE (Afan Htgh VelocI4, Hu ane Zone) l SECTION 9 No.44167 1mr- 0.050"BERTHA ALLVINUld STORM PANEL Lc. SCALE. J16'- 1 02017 XrEcol DRAW ITY.- (2.25 DEEP) Of 07125117 NO MINIMUM PANEL LENGTH 15 J*-0'. EASTERN METAL SUPPLY,, INC 04M ........... ILIECO 42W*EST ROADS DRIVE GINEERING COMPANY KEST AAW SPACH,fL-jWO;' PHONE.(560209-8261.FAX.'(561�647-1716 f7-096 twl-Awl"I" DR4WNG NO P-z7,--1 MmM RZA SHEET 5 or 14 LT-,'r.4 67 irfLS SCHEDULE Ol0/CATES REOUIR£D ANCHOR SPACA"D MUM A S D DESIGN PRESSURE RA TING (p s f) AND CORRESPONDING MAXIMUM ANCBOR FOR A CNEN ASD.OL$rGN LOCI 4 PAMQ LEN6RR E 0. -EDGE D15TAVCE RDWLVLR NAY`aDu PANEL LEA©ER FOR A swat PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK' STRUCTURES SC1lmlR£ON LD�NUSY RE YER07ED AS PER AASD.r+ MAXIMUM ANCHORS SPACING FOR E D.=3 1/2-•• MAX1MUw MAXIMUM ANCHORS SPACING FOR E.0.=3 f/2-•+ APPLICABLE TO UlAm APPLI^.,ABL£TO NAXi(fD! ASR DESIGN rAPOGNS ZAIAAC NAll1N/ C"-R1 SOUD-5£T PANLIM.AIES CF TAP-GRIP SECTIONS I& PANEL DESIGN TONS ZAWAC KllUN/ CADY-lV SOUD-SET PANCLU4455 LF IAP-CRrP SECRONS/& PANEL PRESSURE RED ND.DYNAaDLT COMBA:AROA LENGTH PRESSURE RED ND.DYNADOLT COUSIMARO LENGTH TO 70 Til 1 TO To I TD Ta I t0 IG TO W I TO OF THEM 7•(ft) (P.a1.0 TO t0 TO 10 to ID 10 OA 7d I 10 TO 70 OF THEM L'(K.) OOVCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY CO::VIM UA40NRY COATREIE MASONRY COVOR.-TF NASONPY } CONCRETE MASONRY CONCRETE AfASO,YRY COYCRE7F MASONRY C0.110 1LA.S10 COIARETE NAN0 CON10 MASONRY 12' - 12'++ - t2' - - - 72• - 12- - 1 (TOP) 12' - r2`+ - 12- - - - 12- t0• - I (TOP) 12• to- 12'+ 1' 12• 6' 12' 12' 1. 12- 1. 110 I,/2- 1.9r'(BOTTOM) 12' 6' 12•++• 12' 12- 5- 12' 12• rz' 12' 11 1/2.16 1/2' 1. omorrav) I2• i - 12'++i - 12• r J2" 12' 12' 12' 4 - 12" - 2,9+(TOP) r2' 6- "-++ - 12- !2" 12- 12' 1 12.' - h - 2,9+(roP) 12' 7o' 12'++ I2• 12• 8` - - 12' 12' T2- '10 1/2' 2(807IMI) /2- 6• 12-++l 12- 12' s' - - 12• !2- r/2• a(BOTTOM) IV ro- Jz 12- I2' 8- - - r2' 12' 12' 10 1/2- 2A(BanoM) 12- 6• 12•++ 12' 12• 5• - - 12' r2' r/a• 2A(BOTTOM) +s&0,-ddo 12' _ t2•++ _ r2- _ - - 12' - r2' - 3 4 ITOP) a'-D` +Jao,-dao :z' - 12'++ - 12' - - - rz' - - J&a(TDP) OR 12- to• 12-++ 1Z' 12- 8• t2- t2• 12' to J/2- 3(BonaM) OR OR 12" 6- 12- t2' 12" 5- - - t2' 12- 1/2' 3(BOMMI to'-D' LESS ++ L12 12- 11 r/2' 6 112-1 a(BOTTOM) TO LEss 12' ro' 12•++ 12' 12- e- _ � _ rz" � rr rz' 10 r/z- d(sorrow) [Ess 12' � 6- r2' 1r I2- s• - 1 1 ) r2=r1' 1z - 12'+ - r1' - - - 12• - r2' - 5(TOP) 12' - 12•+ - 12' - - - - I1 1/2' - S(TOP) 12• to- 12`++ 12' 12• 8' - - Iz' 12- 12' 10 1/2- 5(BOTTOM) 12- 6- 72'++) I2' 12• 5- - - 12" 111 r/2• 6 t/z" s leoT7oRL} !2• - - - 12- - - ! 12' - - - 6(TOP) to' - - - TO' - - •.• - - - 6(TOP) - 12` - - - 12- - - - 6(BOrroA1) 8' - - - 8• ... 6(80"OR) 11' - S1' 12' S4 B TTOrAf • - - T - - `.17 X00'.1rt• - - 12- - - - 12- - - - 7(BOTTOM) 7• - - - 7' - - -• - ... - 7(BOTTOM) 72' 6- r2' 11• 72' t2' 6 CToP/Borro3t} - - - - t2 - r2' r2- 12- - - B(TOP/60TTOM) 12' - 12-++� - 12' i - - 12- - 12• - 1(FOP) +• ONLY TAPCON ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR MOUNTING SECI?ON 8. 12- i 8' 12'++i 12' ]2- ( 6- 12- i 12- 12- 12- 12• 16 1/2' r.9+(801TOM) t+ ANCHORS SPACING ONLY VALID FOR 24M4C NAtLW. 7-7- 12--+j 12- 12' 12' r2' rz- 12- - 12• - 2. 9F(TOP) SEE SHEET B&9 FOR ANCHORS TYPE&SPACING i+t+ ""•'��. 12' 8` 12'++ 12' 12' 6" - - 12- 12- 12- 8 1/2" 2(80TTOU) FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. 111 a•n r_ tt 1 -S . .. 12• 8- 12'++ 12' 12- 6- - 3 - 12- 12- 12' }a 1/2' 24(BOTTOM) �' MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 r/2-EDGE DISTANCE, `��' F'•;�'$ FOR E.D.LESS THAN J 112-,REDUCE ANCHOR SPACING BY .\4 NC +35.0,-10.0 12- - 12' - - - 12' - 12- - 3&4(TOP) MULRPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING t FACTORS (Min.E 0.FOR CALK-IN ANCHORS&ELOO .� - OR i2" i B' 12'++ I2' 12` 6" - i - I2' Y2' 12' i B t/2" 3(BOTTOM) �8"-0- PANELMATE IS 2 r/2:AND J I/2'FOR SCUD-SEr ANCHORS). ` t /Fy/"}` LESS 12• ( B' 12-+ 12• 12" 6• - i 12' i Jz' 12' 8 r/z- 4(BOTTOM) To IO"-D• FACTOR r2' - t2' - 12- - - i - t2- - 12- - 5(TOP) ACTUAL E. R 7AL1ec NNUN ' •• Q''�\ 0,�:•,.FLpO1�R1�1O,. 011 12- i 8' 12•++ fa• t2' 6' - i - 12" 12' 12" 18 112 SCBOTTOSp SON �gNED/ait3 GUK-rN SO-- CF IAP-GRIP '•!��t7SrV 1>If1`-��11it� 12' - - - 12- ( - - - 12- - - - 6(TOP) J• - .86 .75 .7a I,DO 9Btttt/++1 ]0' - -' - t0" - - - 12- - - i - 6(BOTTOM) a I/2- - .71 .50 - .BO 9' - '" - 9' - - i - 12" - - i - ZA BOTTOM - .-, ,- _7 P 2- .50 9 - rz` - - - 7(80170M) - - 12' 12' tz - s(TOP/Borrom)l FLORIDA BUILDING CODE (Non High Velocity Nu cane Zone) 02017 1XIECO,VL. 0.050" BERTHA ALUMINUM'STORM PANEL L.L. (2.25" DEEP) DRAWN BY: EASTERN METAL SUPPLY, INC 07ja4Tft7 O NC. 4268 WEST RD4DS ORNE nLUT TESTING&ENGINEERING COMPANY WEST PALM MCH.I1 M407 /7-086 A Btu Nw.JEv.sYr,.sa 14A llla Glroe)4 A MIS PHONE. (561)209-8263.FAX(561)841-1716 sr«,•:LJnntnT!-run.ru:bnsN7+-rur m.w aaQruw na ecaesra+ DRAMNG Ah E8-0006719 otn rsaa rYNAr +� WALTER A RUlT Jr.P.E. SHEET 6 OF 11' 12ORDA Uc. 41167 TNS SC#EDDLE/dQXCAT£9 REOItfAW INGYOR SPACnrC IDR A 6NEN ASLL DEFIGN LOAD AND FAN£L LENOt1/. MAXIMUM A S D DESIGN PRESSURE RATING s f AND CORRESPONDING MAXIMUM ANCHOR toWE4FR MAXIMUM PANEL IENC61 rOR A OWN E. D. -EDGE DISTANCE ANSXiDo,Diss m c mw 8E vERO1m AS FIR SP,4CING SCHEDULE -FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES • ` ' ' MAX/NUM ANCHORS SPAClNC FOR E O J 12 NAXcxUM swu 4. MAXRMUM ANCHORS SPACINO FOR C.A=J 1/2'rr X': o MAID I t12--- `�", °`l APT/^ LF 01 4G{TARAt I, ASD. APPMCA6LE TO (SAYda1M ,AS0. d£StCN rAPCONS ZAMAC NARCl/ CRtX-cr. SOrR7- 7' RANErMMA7E5 OF tAF-L�i' SECAONS & PANEL DESt6N 7APWNS 7AAWC Nat#ItEIMK-M STUD-5Ef PANEiEdA1E5 Dr ru!v,Uv:PRESSURE comem LENGTH - 'RED HD.AYAw80LTRAnN'G m m RL71 Itk DYNABOCT m m m tO ra h7� aF TNELI 2'.(ft) P ro m 70 rom m m70mmto To(y.3.E) ucsaw COAVM MAmNRY cohv-m Ausa r Lt?A'07F7S MiSOMRY CONCRETE NA6ONRYMASONRY MCWr ilM1SONRY CtM'mm MASONRY CONCRETEl2.++ - rz' - - - r2' - r2• - r(rzrP) a - 7" - - - - ri^!212' 12' 5' 12' t2' !2' 12' 12' T 1.9+(60770») 12' S' 11" to` .4' 12' 12' 12' 9 112- 912' - 12'+ - i2" - 12' t2' 12" - 127 - 2.9+(rOP) 12' 9` - 12 - 12" !2' 12' - 9" - 1,9+(TOP). 72" { 6- 11"++ 12^ T2' S' - - 1' 12' 12" 7' 2(Bortbu) 1' { 5' 1!'+ 1' 12" 4" - - 12' 9 712' 9^ 5' 2.(BOrtum) 12' 6' 12`}+ 12' 12' 5- - - 72' 12" 12' 1 7' 2A(BOTTOM) 12' 5- ft'+{ lo` !2' 4' - 12' 9 112' 9' { 5` 24(80176M) +35.4-400 12" - f2'*{ - t1' - - '- J2' - t2' - 3&4(TOP) 81-0` SSD.-600 12' - ft++ - 12' - 9' 3&4(TOP) 8'-0' To 11' C- !2%++. f2' 12' { 5" - - 12' l2•.. 12' 7- 3(BOTTOM) OR 70 12' S' t1'++ 10• 12' 4' - 12' 9 112' 9" 5' J(60770m) DR L LESS +550.-60.0 12` 6' l2'+ I2" !2" 5- - - 12' { 12` !2" 7• 4(BOTTOM) 4750.-800 12" 5' 11'++ f0' 12' 4- - - 12' 9 112' 9' S' 4(BDTIOtA) _ 12' - !Z.++ - - - 12- { - 12' - 5(TOP) 12' 11'++) _ 12' - _ ••• 12' - B• 5crop) 12' { 6' r1'++{ ta' 12' s' - '- 72' { 12' r2' 7- S(BOTTMO r2` 5- ir' ro• r2' 4• - - 12' 9 112' 9" 5- 5(ao"aw . t0' - - f0.' .{ -. _ - f2" - - 6(TOP) a - -^ - g.. - 10 112' - - - 61700 r - - - 8' - - 12' - - - 6(BOTTOM) 6' - •• - 6- - - - 9' - B•(.-0.) { BOTTOM _ -. 7 1/2^ r - - - r lD 1 - - - 12' 7- - - P s' - r1' - - - 7(BOTTOM) 6` - - 8- - - - 8" _ _ 7(BOn013). •- - 12' { -• 12' 12" 12" 12' - - 8(MP/80 TTOM) - - - - r2' - 12' f2 rz• 6- - (r0P18OTTOM) 9 112-1 - 4•' - 1"(TOP) 5" - 4'++ - 5" - - 8' 3" 3 112` 1(TOP) !1' 4" 9'++{ 8' fl' 3' 72' /2' 12' 8' 71/2- 4' 1,9+(BOTTOLI) f0' 3' 8'++ T !0' 12" 7' 6'112" - 1, 94(80TTOM) 12' - 9'++ - 12' 12` 12' - 7 112` - Z 9+(rOP) t0` - 7'++ - 12' - 12' 12" 12' - 61/2' - Z 9+(rOP) !t' 4- 9'++ a' 7 112' 4- 2(BOTTOM), t0' 3` 8^++ 7' !O• 3' - - 12' 7" 6//2" 3 T/2' 2(BOTTOM) 11' ( 4' 9'++ a. I1' { 5- - - J2" 8' 7 112' 4' 2A(BOTTOM) to' 4' 8'++ 7- t0'- { J• - - 12` 7- 6 112' J 112' 2A(BOTTOM) 4Ji4-400 I1" i _ y-++{ _. ( _ 12- _ 7 112' - J&4(TOP) 4550.-600 t0' 8'++ - 10' 12' - 6//2' - 3&'4(TOP) TO If- { 4- 9'++ a' it, 3" - { - 72' 8' 7'112'1 4- 3'(807704Q 58'-0' TO 10' { 3' 8'++ 7- 10' J' - 12' 7- 6 1/2'{J 112" 3(BOTTOM) >8'-01 +350,.-ddd it' 4' 9`++ 8' tt` 3' - 72' 8' 7 l/2` 4- 4.(80770») TO +75.4-&OO 7O' J• 8•++ 7' f0• J' - - 12' 7` 6 1/2'{J ij1+ 4(BOTTOM} TO I2=0' 9=7' 9'++ - It. -. 7 1/2' - 5(10P) to. _ e•++{ _ to, - - - rz' --a rjz' - 5(TOP) I1' { J. - - 12" B. 7 112" 4" 5(BOTTOM) 9' 3' 8'++I 7' 1 9' J' - - 12^ 6 1/2' 6 112' a 112-1. 5(Bonou) 6' {. - _ - 6' - - •- 8 712' - - - 6(Top) 6" { '. _ , 6` - - - 7 112" - - - 6(Top)' 7- W. - - - 6(ROTAS») 5' l - .• = 5- - - •• 6 1/2'{ = - - 6(BOTTOM) SA 80TtOM 5 1/2` - _ _ SA BOTTOM 4" - •• - 4" - - - 6 712' - - - 7 4• - - - 4' - - - { .7 OP 6 112-1 - - - T(BOTTOM) 4' - - - 6' - - - 7(60770M) .. _ 6- _ 12 12 12- 6- - 9(TOP/Bormm) -• - - 6" - 1T 12" 12" ( 6' - - 6(TOP%BOnOM) FACTOR + ONLY TAPCON ANCHORS OR ALL POINT SOLM-SET ALLOWED MR MOUNTING SECTION 9. ACTUAL E.D. ++ ANCHORS SPACING ONLY APPLICABLE RO ZWC HA UN ANCHORS FLORIDA BUILDING (:ODE (Non.High V.1OCt1y HLrrr±Cano zone) Z1.AC.41UN SEE SHEET 7&8 FOR ANCHORS TYPE&SPACING FOR INSTALLATIONS INTO WOOD FTIAME rAPcoN /otNA6ar tau uv snlm ser cF rw cam awtaurc5 a2o17 MTEco,Ne 0.050" BERTHA ALUMINUM STORM PANEL to ArT£LL1ArEs ++ MAXLMUM ANCHOR SPACINGS ARE VALID FOR 3 112'EDGE DISTANCE (2.25"DEEP) DPALN 9Y.• 3" - .86 .75 .78 1.00 MULTIPLYING 5 ACINGS'SHOWN ON SCHEDULE ar THE FFOLLOWING ���CE ANCHOR SpAGING Dy 7126/17 FACTORS (Min.E D.FOR O&K-IN ANCHORS&ELCO EASTERN METAL SUPPLY, INC(ND,r� 2 7/2" - .71 .50 - .80 PANELMATE IS 2 112.AND 3 l/2'FOR SOLID-SET ANCHORS). ��INC. s268 LEST a ,F OJ-E L25r PALL BEACH,FL J34D7 96 FOR THIS OPE Nor 70 UL MADE SPACINGS SPACINGS J-FOR A FROM ORSAPPLMO EP0VE rlitlT TESTING B ENGINEERING COMPANY PNONEi(561)209-8264 FAX:(561)841-1716 I7-OJv 2" - .50 - - Rus fAW.,3AN n s.Sox vacAa OMIMS n.u/a4 FACTORS S1WLf.NOT RESULT ON SPAClNCS LESS TIUW J'FOR ALL ANCHORS(EXCEPT :O4JJen-laro.ra.:(s4slan-rasr +4.5'FOR RED ND.DYNABOLT.ANCHORS). £8-�6T79 Na 1 r/2' .35 - - - - WALTER A 17LLIr Jr.Pe SMUT 7 Or/4 p0'�l-RN /16/1 fLOR/DA U'e. 44167 CONCRETE ANCHORS CONCRETE ANCHORS r14"Max. OAP (SEE SCHEDULE)- o (SEE SCHEDULE) _ c � SIF' �7/4'Max. G.4F �� t , cs a .. CONCRETE W I I PDUREO W I. RECU(RED� 3 Cant CONCRETE t I I REQUIRED I 2 Cant. j � I SECTION B—B SCALE: 1/6`= 7" EX1SiYNc-••� I t a' .Exlsnrrc•-rA I I t CLASS OLA.`S t- SEPARARN 1 To CLASS � I �•i j j 148/6, 4A/6, I-Min,SEPARATION' — y (WHOLE) (WHOLES) 15,168/7 15,16A/7 l' To cuss i 8UT NOTCHED 1 4-20x7'SS i I { i6 { EA CORNER 0 DEVIALK BOLTS BOTTOM AS SEE DETAILS 217 j t s ` j DETAIL �, SHOWN. 2115. (T/HOLE) { 1/4'0-20 x t'SxM.S t -- W/7/B'd x 3/32'. � 1 ��,• I E i .:( _ WrNG i u7 as �T— I 7 INTERIORLY REMOVABLE I I Z 1/4'AL20 x )'S5.T.L5, Wf71 sx3,132' �W1 I � I o WING Nur O.a � • SIDEWALK BOLTS . ,..• _ t (SEE DETAILS777 217,x(14) CONNECTED PARED (� N' TO 7 THRU CONCRETE n 518-0 HOLES AT®0 OR CONCRETE I N { t {•' BLOCK WALL o. N } 6"tl.G& REQUIREDW I { CONCRETE J FASTENED AT REAR OR CONCRETEW/7/B""Ox3/32BLOCK WALLNUT 0 EVERY IRErwmEO SIDEWALK BOLT 1 /375' 6 CONCRETE ANCHORSI w 149/6, 14A/6, (SEE SCHEDULE) 15,169/7 15,1 6A/7 CONCRETE ANCHORS f 375" "--3" - CONCRETE ANCHORS(SEE SCHEDULE) 3"-« Carta (SEE SCXEOL2E) INTERIORLY REMOVABLE PANEL tDw/`- SIDEWALK BOLTS EE OETAR 2) tMkAirT. SMMirT. Cant. CNN TED IO TIfRU 5/8b HOLES AT O 6'O.0 h FASTENED SECTION IDA SECTION t ITB AT REAR W 7/ Q,3 {Kae Lt INTERIORLY REMOVABLE STORM PANEL WALL MOUNTING INSTALLAT�oNs �U/1f6I0Igjf�' PARTIAL ELEVATION Y !,,!!'`��A.37t,IjP� SECTIONS so SCALE: 1/6"= t' i 14o.44167 °; * S ALLATION VALID OR P LS t USD JOINTLY WITH INTE IO LY R OV BLE B-Ll) OF •' �: kr'��s� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane)� ,. ..•,�, czar771LTECO,rNc 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25"DEEP) DRAWN BY,. �� OTf2S/tT _ EASTERN METAL SUPPLY, INC LbiTL lk O! .4266 WEST ROADS ORl1E TILLIT TESTING 8:ENGINEERING COMPANY WEST PAG}26J,FIV-'(56084 EL,16084 i7—O96 Buz x.KK—$r —Jaz Y.WxA awrxJrz rt J.1r66 PHONE(561)209-826,1 FAX.•(581)84}-1716 pawn—/'JIB.r...1JosMTr-J47: yn. ORAWNG No FB-0006719 J WALTER A RLL? SNEET BOF 74 FLORILW Uc. 44}67 t. CONCRETE ANCHORS X CONCRETE ANCHORS CONCRETE ANCHORS E D. CONCRETE ANCHORS �E 0•_ (SEE SCHEDULE) j.—E.O. (SEE SCHEDULE) (SEE SCHEDULE}\y (SEE SCHEDULE)\ POURED it POURED 1 E n. POURED CONCRETE I POURED CONCRETE I I coHLRErE \ cNCo�1 E�— }I \ REQUtREd CO. 1 I £O. \� RtAtliRED—� €O. -€O. RHJUtRED� „_EYJ. EO. EO.-CEO. fi i I i-- ryg 3 I ryz fi I I n�� CcnL i --o CoatF1 fi I --�5 Cont fi I 1 —�lCont. I fi . 1 Y Afvn.SEPARATLON I TO GLASSSu C, ly—t'Min,.SEPARATION t'Iain.sLx'ARAAON To GLASS iFu TO GLASS I'uTTO GLASSS&RAAI I t 8 i f I h ( DETAIL 2-, o€raR.2'1 ! ! 1 S a fi i I 718'a:J/Jz'k I fi I ICY ur 18 I a ( 7/8'o x J/J2' fi t o 0 t2'0.a I 718•h"c a=Jpz' LEVE STUD I I I 9 o t2MIT 'o.C. Cont ' i I VEVERY STUD fi ! j fi 7/8-a x J1J2' ® f2'O.o WING NUr O I 12 STUD o I =' I SO t y Cont t tJ t2"0.Q. ALMMAX LEG } I €OCE of H r/e 1 r LOCAAON I fi 7 PROUoCO I I APPLICABLE r "\,.. (y� .+I�/r��/'I l��� �.✓� EDGE OF XXI' �� / /I./ /� EDGE Or ALTERNATE LEG In CONCRETE ANCHORS l l—_—�p I StAB I I JC/ONCRETE I t" ! t1CABt ��--- SLAS IFLOCATLON N POURED CONCRETE r' (SEE SCHEDULE}' REWIRED APPU'A POURED �ONCRETEANCtIQRS_A J CD(SW SCHEMA HEMACS � � I Ii (Sf£SCNEOULE j �"—'—E.D. REOUutED (SEE CANC ORS ED.—..a I t POURED C A(SEr E ANCHORS tN7FRtORLY REMOVABLE PANEZ�7 iYj-� �-+ CONCRETE (SEF SCHEDULE} SECTION 11A SECTION 11 B SIDEWALK BOLTS,(gX OENA$2} REQUIRED I CINN�TED TL1 6 77IRU 518 C CEILING & FLOOR MOUNTING INSTALLATIONS Ar et 6'ac PASTE"E° SECTION 12A SECTION 12B MER/ORGY RIVOVABLE PANEL I�w/ Ar REAR IV 7/8 O,3/J2'If?NC NUT SIDEWALK 80L75,(,�£E OETALL 2} SECTIONS 1 t ®EY€RY srD WALK BCL'r v6 CON TED LT r M tL s�LE:J/8'= r CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT 6 l7 6 O.0&WNG NUT A7 REAR 1V 7/8 OxJ/J2'wWG NUT 1875- t/4=20rf'S.S.9DEWA[K BOLJS SECTIONS 12 1,EVERY S/DEIVALK BOLT. w/J/I stOt1ED Y.;AO,ILYLD��00 S6 LNTERGRLY REYOViBLE PANEt(jt SCALE:J/8'u f` P RU/ KLY"OLE©O 6'O.0 /•�IYI 114-10 NN AT RF.A2 A7 J 7/8'R:J/J2' /REyOyAg� a 6*a G I PANEL INSTALLATIONS.VALID FOR PANELS USE_, C1 JO1N,�'�.�' N ER O Y RE O AB E EL :' �, y j` 1 I I 1w w — ; R FLORIDA BUILDING CODE (Non High Velocity Hu one Zana) 02017 RLrEco.INC. 0.050"BERTHA ALUMINUM STORM PANEL LaE.0- EDGE OLSTANC£ R I I (SEE SCHEDULE SHEET ON OF (2.25"DEEP) DRAWN 91.• I LO J IQ 07126117 SIAZEP �J sic a e.L 3�� R`4?�,r"�. .a �+ EASTERN METAL SUPPLY, INC DATE. i--.050" I(" I L E 4 0.14 C. 4268 MY RoADS DR" NOTE POR COMMMA77ON OF SECRONS /ONA� {VEST PALM BEACH.n-JJ407 DETAIL 2 — /iJST ILLATIONOF 4'rt %r S tfPt. 6TrLLIT TESTING 050.ENGINEERING COMPANY pypNE(56!)209-8Z6J iAC(761)84 f-1716 f7-096 -� FLOOR/GELLING/AOUNNNC SEC170N5 GW BE �� JllfJJJIII' cam.:LJ6y16tr.rz*o.r:LJa6bn-fear SIDEWALK BOLTS O REMOVABLE PANEL COMBINED IN ANY war To sum ANY mrALLAT7oN. EB-DDDsr19 +o"' °R4YvG x' WALTER A CO67 Jr.P.E °ro rA-w c/r SHEET 9 OF 14 SCALE f' -7' FLORIDA L'c 44167 ,ifexrxrrn�A.s1DEMON.PBESSTRE RATRVG (p.s.f.) AND AXmW.AN.CFIaR SPACING SCtIE11ULE FOR INSTALT14770NS IN CONCRE77,' AND CONCRE77s' BLOCK jSTftUCT'fJRE3 AER , 3RY3RN.WYIp6 S AOA nW G A S 1/2-, ApPI+rA6(£m PRCSSVR£ PEG(MR TAPLGt.4 L'Xf2'-i/0(SSI ZIWC A:tZ1N GYX.,N i1'UO-5£I W'1/Y-Cn+^ PM'ESIGIIFS PA�ZWOE PIAS Ito SS NCdV aw"Wa/d KMW(M PMYZ RAWti(PIJJ AM'raWeNllat! UTGM 2'(tt) m cmrxeTr m swat ro owuvF to flALX m ca urr m tzmc m araerr to aoas to mrcorrc to ecuor rs mrAcre to Baur m rxxxerE m a= m ca--qml to exasr ro co—or to mmr W nut 12' MIA 12• NIA NIA NIA 12" NIA IIIA NIA WA NIA f2" N/A 12• NIA 12' NIA t0(TOP) 12' t0' WA NJA re 9' N/A NIA NIA NIA 12.' 8 1' 7 IJ2' t2' 6' Im(BORON) t2' NIA 1. Y NAA NIA t2' 6 W- NfA NAA WA MIA !?' 6' 12' S tf?' 12' ♦" 106(BORON) I1 1/2' NIA (2' NIA NIA NIA f2" NIA NIA WA IIIA N/A I?" NIA 12' NIA 12' NIA 11(fop) 63.5,-63.5 H 112' NjA 12' WA N/A NIA 7 f/2' NAA NIA NIA NIA NIA 1f 1/2' NIA 11' NJA 9 1/2• WA t1A(orinvu) 9'-0'OR LESS NV/A NIA NJA NIA NjA NfA NIA NjA NjA NjA WA NIA J" WA 3' NjA J' NJA IIS(RJTTOM) E[I/A A 12' WA RIA NIA 17" NJA NJA NJA NJA NIA 12' NA 12' NJA 12" N/A t2 A Ir WA IIIA NJA TNjA N/A NIA NjA fl 7f2' NIA If- WA 9 IA' NIA f2t(60TION) NJA NIA N/A N/A' 3' MIA N/A WA IIIA it/A !" N/A S` WA .1' NfA 12H(60170N) E D, - EDGE'DISTANCE A$�L{QRS LGEND *R0�ANCHOR SANCHOR P BY MUACINGS LM)ING SPACI c S OW O SSCHEDUDWANCE LE BY THE FOLLOWIND.LESS MW G Fn TORS. LIMITED TO 5-4"MAX. SPAN NH ANCHOR TYPE ANCHOR (NOTE M D.FOR CALK-!N ANCHORS IS 2 T/2� SPACING FOR TNfS OP£R%ON TO B£P4'1111 ;REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE st0 SS 7APIXM,2AMAO NALUhfi, LESS THAN MINIMUM SPARING INCKA71D FOR EACH ANCHOR TYPE AT ANcHDRS LEOENA FACTOR OF TAP-GRIP,PANELMATE OR PANELIIAT£PLUS. CALK-PI 2.5' AC7LW.E D.REGULAR iTAPCO& lANAC NAILIN, PAEWAAE Sys 6: CALK-01 SOUP-SEY OF TAP-GRIP 410 SS 7APCON PANELAAT£OR PANELNATE PLUS, SOUO-SET 15' 1.00 /JfltttJJKjJ' CRETE FLEX SS4 6.0' 2 f12' - .71 .50 - .BD - - "1t A" ............��;S REGU AR TAFCON IN BLOCK 2` 60 - _ 1 112' am - - -- - .L�. sv: y4 � REGULAR TAPCON IN CONCRETE .[D- No.44167 s FLORIDA BUILDING CODE (Non Nigh Velocity Hurricone Zone) 02017 mTECO.INC. 0.050" BERTH ALUMINUM STORM PANEL L DwWN Br 28117 EASTERN METAL SUPPLY, INC 071c4M I NC, 4268 REST ROADS ORW 3407 m ur TESTING R ENGINEERING COMPANY WEST PALM BFACN,2 61)84 6SV NX;Jrm sa Jas YAY;L A aAFp'1q 0,pt6g PHONE(561)209-B26.)FAX:(581)847-1716 17-D�s gnaw.Gw'�Int-jam.s.DWJ6Tt-la7t ormrs�e m2 a aw aur DRtYANG No £o-CAT6Tt9 WALTER A.RLL?✓r.P.6 ao m-w1 /:Ar a SNCET 70 OF 14 FLORIDA Uc 44167 - r'x 2•r.125'(W,.) ALUM. TUBE W/1/4'o ., 114-0 LAG SCREWS o s' LAG SCREWS O 6'D.C. 1 4 o uG scREWs o 6' or- W/r t/2•u2 W/r 1/2 un. rHaEADED o.a W/1 1/2'Mn r PENETRATION TO EX ST N0 1/a o uc scaEws o r/a•o uc scRfvs 7 THREADED PENETRATION 10 6'QC 4Y 1 !? Win. YJSWA(ED WOOD PENETRATION TD - 1 WOOD HEADER I / TH E40 W/1 1/Z'Lfn. (l FXfSRNG V/COD//EIDER. EY6TlNG WOOD HEADER 7NAEAOED PINf1RARO.V TO THREADED pfNE1RATl01!TO ' I !• VlDOD HEADEREXISTING WOOD HEADER. .500- a250' 300' 0150• a CIS770N.G 0..250' D.25D ' Mar. .500' a250' 50 0300• 1 t 2" I z' 3 Carl II f 3m _ 14I.,-•' II 21" me .*}+ .• I(I —O Win, IIIii ��Co4n Arff Cnt Iy-• II oaN L. WOODDRe`' J " AI REDEWOOD HEADER r E WDRREDarRE" REQUIRED I f'AMMUM I I f x "� I f z 0 o SEPARATOR TO— M' I I N1NUM CUSS SMARMY TO sf1pARATm'i`Iro I LY 2 I Z — I MAZ ALTERNATIVE 1 _ �— CUSS f1/a•o x 3/4'mY T IBurLDEx rfK scR£w5 1/4 0'3/4'MY BUILDEX I 1 TEK SCREWS O 6•D.C. f 7'LmvuAUM t r'LCNu4uN I V4•0-20 x `� I f 0.500' SLPARADW TD ( w SEPARATION TO BOLT W/ w =7- d O 4 GLASS GLASS ! 7/a o x 3/32• i o I 7/8•o x z I I I 4 I I •1• 1III ' x I / 1/4'0-20 N° Ml iI BOLT N/JzOWcI EVERY STUD 0 00 / 12'O.C 7/B•0 x J/37/BNn2 .500SAID O 12'OCJ/J?OIN AVr a EVO?Y mNrUr u Eo STUD 0 12'Oa1 EEa ® 12'a C I a , Cot. I BOLTS W/7/B Cant WOOD STUD J/J2'0 2 a WING NUT' y Cant WOOD STUD t 4'0-20 S.5. C 12 O.C. FD D ` 7A Cont — o DO 7 0 24•o.a g a/ocTs o r2'o.c. REQUIRED Cant. / REQUIRED �i Cont W/NUT&WASHER 1 4'a LAG SCREWS O !/4 a TAG SCREWS 0 6- 1',4'x.t25'(M,'n.) 6'O.0 W 7 1 2 Ltin. ebb LAG SCREWS 0 6' r O.a W/1 l/2'Nln. WOOD STUD t 6 63-T5 Alum. TUBE(Cont) I'x 4•x 125•(Mln.) / / L1,4�PLA THRFi1DEDPENETRATION UIRED O.C. W/1 1/2.1.1. '2'x 4'PLA THREADED PENETRA770N 0 0 24'O.C a•g00' g a�—606)-TS Alum.TUBE(Cont) O MIDW DTH OF PLATE: THREADED PINETRITION 0 REQUIRED MIOWTDTN OF PULE. REQUIRED , Nrt, rr2) 1/4'o UC SCREWS p .S2 t ffi,STUD MI ) (z) r/a•o uc SCREWS O o MiDWY1DTN OF PLATE ( NOURYA OF EACH STUD(N/OfY/O7N OF STUD,2'Min.NOMWAL ANO STUD.2'Nin.A'OM/NAL)AND IV 2'Min. THREADED PENETRATION - W/2•Min. THREADED PENETRATION INTO EXISDNG STUD, INTO EXISTING STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON M 1' AROON ( -p SECTIONS A SCALE; v4 SE, m"N To _ , EXISTING WOOD BUILDINGS CUSS tp4pnny�. !/4'o-zD x J/4 DOLTS Yr/7/B x 'N - ( I23zo W4YC Ni1T O AA'' c • + NOTES: No.'t•f167 1. IAISTALLA77ONS ARE ONLY VALID FOR MAX.ASA DESIGN PRESSURE ^ *e RATING UP TO+65.0, -72.0 psr AND PANELS LENGTHS UP TO 9'-0' ej (- I T�O7 Cont \ OF 7,Q` 2. FOR WOOD FRAME CONSTRUCTION: {HOOD MEMBERS TO BE �cI SOUTHERN PINE N0. 2, V!/SPECIFIC DENSITY OF 0.55 OR£QUAL. osao Q14-o LAG scREWs a 6' (2'x 4'PLATE' D.C. VI r 1/2'Nit AritF j9T, II REQUIRED ED PfNElRAT10N 0 M/DiVID E E PLATE FLORIDA BUILOINC CODE Non High Velocity Hurricane Zone) ! NOTE FOR COMPIM477ON OF SECTIONS: 02017 11LTECO.INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. WALL MOUNTING SEC77ONS CAN BE COMBINED (2.25"DEEP) DRAWN BY' ALTERNATIVE 3 IN ANY WAY TO SUIT ANY INSTALLATION. EASTERN METAL SUPPLY, INC 07126/17 IL ECOt�,.. °^'� 4266 M B CK,F M4 TICCIT TESTING 4t ENGINEERlNC COMPANY WEST PAW 264 TL.•17407 0.199 Yuen •(sa9G)9i1'rSM.V xArc 5.190.9 mles PHONE:(561)209-6167,FAX,(567)641-1776 17-096 EB-0006719 wrt DTLIWINO No WALTER A 77LLIT Jr.PC TLORIm Oe. 44167 SHEET 1 r 11F if 1/4'0 LAG SCREWS 0 6`a 114'0 1AG SCREWS 0 r/4'D tAG SCREWS A 4-a G W I I/2 Min. , 4`O.C. Iv/1112'Mr},. G W/1 112'Ar. THREADED 114'0-20 ELCO THREADED P£NER7A71°N + JHR£AD.P£NL7✓Z., ("- PBNETRARON TO EXISTING WOOD mo!¢/frmate TO£XfSTING tV000 BFAM TO EXISTING WCO&SFAM NFAOfR. PANELX 1 0 12• 11 Cont O.C 0 ( & _ ONT. g'(M,•nj FXLSTMG B` IX1S7MG 0 6'O.C,0 Q 1 OPEN POStttON•) WOOD BELU REQUIRED. IVOOD BUM REQUIRED. W/17/6"W. EO EQ EO-a--EO STRUCTURAL ADEQUACY 1/4'0-20 S.1 1 BOLTS O ) PENETRATION 1/4'0 LAr.SCREWS 9 STRUCTURAL WOOD SEAM OF E7DSDilG WOOD t1EAtd 70 B£CERHnED BY !2'O G Wf NUT&WASHER i i'•-'6`O.G W/! 7/?'Rfn. TO BE CERTIFIED BY OF RE CEG WOOD BEAM �y` THREADED PEN£7RAT26Y IF— !I a250" r TO EXISTING 11=1) ARCHITECT ENGINEER OR REGISTERED PRIOR TO OR 1Aaz T'- # i HEADER. ARCHITECT PRIOR 70 SHUTTER E'C7 PRIOR TO SHUTTER NSl'ALLARON• SHUnER 1NS(ACLIRON. { -.-� i- --j E O Z ( , 0.50°" { CONT, ` 1 E , 1 2` `• I 3 i 1 5 Conf. .....,. F' ,•• A Min., l t 3 --1ED ' __ :`+ I + , 9 JILTS W/7/BD-20 x 3 4' o V000 HEAD # 5 0 REQUIRED ' .t7 -- t 1 BOLTS9 i cent r WOOD HEADER r u 112`wwG Nllf m I'MINIMUM ! Ut`� WOOD HEADER 1 y { m 12`O.G 0. SEPARATION TO 1 m A REQUIRED 1 w T'M/NIAIUM i R B 6`O.C.O(�ZJ 7•MINIMUM + O GLASS 1 t ` u 5£PARAT70N>D T Z SEPARATION TO + 1 2 I-MINIMUM �.. t-- DtA55 i CLASS , i- O SEPARATION T i i A ru' i ALTERNATIVE 8 CLASS SEPARATION 70 + i--- Y•' i �CLASS � 114"D OW BU7LD£X I -2Wi l 4' 7+} x 1 7/6'r Sf32' W I c 7fX SCREWS 0 6'ac A t S g 'mu NUT® 4 + W 1 12'D.a 2`x 6' (�_�'� 1 2"x 6' K WOOD DECX 1 ! = 1 f0 I D + WOOD D. Z ®°R 9 1 REOU�� ED WING 0 I _ Cant T. I R£OUtRED N 'i E4 12`aa t - i £0 i f• ` W r I 1� 3' i i/a•D LAG SCREWS s ` J 9 1 WOOD '� 6-O.G w/I T/Z Mln.. Cant 1 114'0-TO ELCD PLATE THRrApED PENEfkAAO.Y A rzgt¢/femde REQUIRED 0 M;DWIDTH OF PLATE I i t PAN-ILM47E 0 72' 4.500' ALTERYaJE WOOD OPLATE .C.W/! 7/B' - 1 LEG LOCATION RwLgRED Mtit.PENETRATION O ONL f' �4-0 TAG SCREWS 0 1/4`0 LAG SCREAS 0 - 11SOLIS 11 7/D'�x• 1 M/DWIDTH OF PLATE (OPEN POSITION•) 4.a G w1 7 112'/A;n. 4'a C.W1 1 112'M%n_ 3132'111" NUT WOOO SND �f .N'a. THREADED PEN£TRA770N. THREADED PENETRATION. 0!?•a C. REo<mm i29 o c°%NUTr�f�Wls07+ER. ` I'MLNrh{va+ 1 ALTERNATIVE 1 ALTERNATIVE 2 • 1-- 11 Cant. kTD GLASS 1, ON i o�1. t'x 4`x.125 ft7Tn.) + # 1 CONT. 6063-lax Alum.TUBE(Cant} CEILING & FLOOR MOUNTING INSTALLATIONS (2) 1/4`0 LAG SCREWS 0 ALTERNATIVE 10 710.x 3/3z` EACH SCUD(MIDWRAH OF + WING NUT 0 SECTIONS B SCALE:Vj#Af' ir..�� STUD.2'I.6n. 'MREADID EA.STUD 1,tA+4AGn A TfJr ALTERNATIVE 9 PENLTR9HON rN EwsTMG P STUD. •b.47E:SNAP GAP 2 TO �Q•" �iYs `•.,9'-.. ,,f CLOSE°AT NON WALL MOUNTING INSTALLATIONS t HURRICANE CONDITIONS , 1 7 C LE SECTIONS A SCA : T/4•- I- REgUR£0 PIN POSLLTON•) j = • �OF :. SECTION @ STUD TYP. TOP/BOTTOM N07E FOR coMeNATION OF SECTIONS: ALTERNATIVE 11 S' "�:SI ��,f�'� FLOOR/P/ALL/CEILING MOUNTING SEC77ONS CAN BE �?A4AA4d$-,,, COMBINED/N ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDINGS CODE (Nan High Velocity Hu one Zone) 02017 7XIECO,ND. 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTES: (2.25"DEEP) DRAWN O>:117. 1.INSTALLATIONS ARE ONLY VALID FOR MAX.AS.D.DESIGN PRESSURE EASTERN METAL SUPPLY,, INC 07126M.QA RATING UP TO+65.0, -72.0 psi AND PANEL'S LENGTHS UP TO 9'-O". 2.FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN I L ECO NC. 4T 66 WEE(ROADS 11.J34 TIWT TESTING @ ENOLNEERING COMPANY IVEST PALM 6UCH,R.36407 17_Og6 PINE-No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 0I¢�nw.Tau.61"n..,w.Y.eOacA euracns tt DIf4 PHONE•(56r)2D9-BT6J FAY,(36Qan-1716 IMm:(S?31¢T1-!¢w.2.:(W)sn-,STI acw+xw um remrnm DRAWING x EB-°006719 Gra,4•au �, WALTER A.PLLD 4.P.E. SHUT 72 OF 14 FLORIDA Lte. 44!67 114-0 LAG SCREWS B 6- o 112mi. 1/60 LAG SCREWS °6' :. J-tJ/RFADEO PENElRtDON i0 O-C,Wf 1 712•MIN. JJ EN/511NC WOOD HEADER �77iREZO PENENATION TO •250' 1/ EXISANG WOW HFFGER. BOO' taax .TSP" 2• � • %OODI?WUIEO WOOD HEADER FfOOIRED t $EPARAwiv I 2 to cWS 2 TOON- MASS 1 I o DETAIL z/1+L7 I P0116 fi I •� t a t6 � a r/4 0-20 SS.y EX/Sl/NG I 1140-27 S.S,a / f8,A-W/1/- 718-0 3/J2 C1A55 I 18 N-ifoiis /.- I/ 'YO.C. '( $ Cont t °72'0.C. Cant. i EO EOL -.$75' t 5 1 4b lAG SCREI6S !40 LAG SCREIVS°6' m 6'0,C.W/1 27132" O.G w1 1 J/Y MtM. W.PENETR PON°PEIttttt/tt///IIi�� f2l' * qPL-A TE `�OMIN OF RATE/gN'® Z*4'PLATERFq MiDWlO7N OF PL47E +itFfl��fN7E'RORLY REMOVABLE PANEL O7 W/ ++ wV'�� �t�S/OEYUlK BOLTS,(SEE DETNL 2) + `•• �', "CONN 7E0 RT 6 711110 5180 , '�• HOLES AT�jF6°6.O.0&FASJENEO �C• AT REAR W/718 ani/3Y WING NIT , U7 ALTERNATIVE 12A* ALTERNATIVE 128* °EV sDgMK 6047. s r . TSS ATE OF WALL MOUNTING INSTALLATIONS eFv4'S/...... 50TIONS 12 *VALID FOR Max. •F63.5, —63.5 ps(. !^•mar/nNtwo SCALE: 114'= 1* A.S.D. DESIGN PRESSURE R477NG. INSTALLATIONS VALID FOR PANELS(E) USED JOINTLY WIT-, INTERIORLY REMOVABLE_PANELS_n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hu one zone) 02017 nuECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL L x- (2.25" DEEP) DRAWN m- �" 2511 EASTERN METAL SUPPLY, INC °7DArf. !L ECO 1NC. 4265 WLsr Rovs omw TILLIT TES7INO&ENGINEERING COMPANY Ksr PALL(SUCH,n-M07 I7-096 SM5 Rtr,aslw SC sn,aas.w¢aw uma¢n SII66 PHONE(561)209-826],W.(561)841-1716 Froe>:(=)"I-tsw.f z{,xrsplr-Isar aavinz a.a n.a DRAWING Na E8-00067}9 as a-au 1/•e/z WALTER A RLLR JY.P.E SH£E7 7J OF 11 FLORfOA Lic. M767 114-0 5-S.LAG SCR.17 114-0 S.S.LAG SCREW 0 4-0.C,WIT 112-NAL +AtTERN4TiVELY, TRACK@ QZEW/lEm%2"ON.— YAY"11,ATTACHED P M ........ E� THREADED F&MEMPOM TO HOLLOW CEILING AS PER .S.,. Ek=NG VON _4'.8'(Xr-)EXISTING ON ALTERNATIVE 9A SHEET 13. WOOD&FAV REOUZIM I ——,-a,(ullh) EN % 3000 BE"REGUMD. . STRUCTURAL ADEOUVY STRUCWAAL ADEOU4CY OF EXISR110 WOOD OFE)OSTING WOOD t1410 S_S�LAG SCREW— BEAM TO BC COMIZED 114-01 SS LAG SCREW— SEW TO BF CERIlrim cry REGISID"ENSUVED? Or FED51IRM ENCINEER 0 4-D.C.IVF J12-AUN. k W I I Eol OR ARCHITECT PRIOR 4;RKW1PENF172QyIONN Ea OR AWNTECT PRIOR THREADED PSIVEM17ON TO SNUTTER IMSTAUA77ON TO SHUnER AYSTALLAROAL (+) '0.25' 0�25' ;P-25' &'-- 0 0", R I BY C c Cont. I Con .3 SEE SCHEDU'r SEE SCHEDULE FOR IM. POR Mh S05 SEPARA770H SEPARATION _!ICIAE wSnNG_1 SEE SCHEDULE FOR Ar^ SEPARAPON TO OL45S TO GIASS TO GLASS TO aws 2 314 -DETAIL 2 718'0 JIJ2' D 7/8'o J132* 718-0 x JIJ2- W&C Nur 0 WHO NUT 0 mNa Nor a VING HUT 0 1 0 12'0.C, �l EVERY SWO EVERY s7w EVERr STUD EVERY SIT/O a r2*a c 0 12"0.C. 0 12'0.C. coa to ALMMIC ALTERX& 0-t C—f. ED LOC477ON UG LOCAM r �125.0 1 ir -%COD DECK WOOD MICK W=DECK -7 REMARED REOUIRED REQWALD INT5RiCRLY REMOVABLE PAMEL(DW/ NTERIORLY R&WOVABLE 114*0 W SCREWS 0 4*Ocj 11410 LAO SCRSVS 0 MG. SIDEWALK BOL73ACC DETAIL 2) SIDEWALK BOLTS SEE D I WI) LAG SCREWS 0 2'D.C. W/I 112'A11N. THRE40ED ME7RATION TO V P THRU 518-0 114*0 LAO SCREWS 0 4-D.C. Ommfw;E�D GyQ THRU 51810 WIT 112-1.41N. THR&ADED PENEW77ON ED 00' CO W/I 112-MIN. THR&WED PENEM41ION Hr A'l 0.-c t FASTOWED WIT 1/2-HIN. THRE&DED MEM77ON ..l.S`AlN FASTENED Wf ur 70,. 'AA R W 1,7 AT REAR W 01JI 2 lVWGgUr A r RcAR w �0,3/32 ERY j US �X tr ID=BN OLT. ALTERNATIVE I ALTERNATIVE 13B ALTERNATIVE f ALrESNOVE 14B ?R ROUNTWO INSTALLA CEILING FLOOR UOUNUNG 185VALLA SF—CTIOWS 13 SWIMS I SEALE, 114-- I- SdAtZ. 114"- I' .1875' 1 4 SIDEWUX 8MM F mu KEY ROLE I �-12* WIT14--20 NUT AT RE4F AD NOTE FOR COMBIN477ON Or SECTIONS: u 3. PANEL I'ZOORICEILING MOUNTING SECnONS CAN BE COMBINED IM ANY VAy To SUIr ANY jNSTALL4TION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity H one Zone) NOTES: 020fl*TXI=ffir 0.050"BERTHA ALUA41NUM STORM PANEL DRAL-a f. INSTAUA77ONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE'RA77MG (2.25- DEEP) DRAWY OX UP TO +65.0, -65.0 p�f AND PANEL's LENGTHS UP TO 9'-0'. 07126117 EASTERN METAL SUPPLY, INC DAM 2. FOR NEW WOOD FRAME CONSTRUCTION* WOOD MEMBERS TO BE SOUTHERN #268 Ism RCAGS GRW mLr 0 61 D.C. 0, LlAnON OF 114'xl' PINE NO.Z W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. PHO', WEST P"BEACH.rL M407 —096 -826J,FAK,(561)84-1716 17 REMOVAKE PANEL E816719 SHEET WALTER A PF PE 14 SCALE.F I* ELL., r2m 1 i I