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1042 NE 91 Terr (7)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date (' Job Address /0 1 /C2 /V e 9 / 7 Tax Folio /1 3�D� Do / b 3 0 Legal Description Historically Designated: Yes No X Owner/Lessee / Tenant (i kr (h, (! r' .1(- 0 Master Permit # SS Owners Address / ,2 A I cT q/ % 2 Contracting Co. 1> iO � / pt& E C.( //if /,U (,( /14 Qualifier ' , Pl&- / it) State # Municipal # Competency # OD /44' L , Ins. Co. arr- / 'L WS Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): UILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4- S 49! Ik(e,D(C4iO(--2 S'k T 7- Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of own . or Condo President Date Notary as to Owner and/or Condo My Commission Expires: to FEES: PERMIT dent RADON 1 3 Date 4 Phone Estimated Cost (value) /8o 2 30 s - 7 7 6 £383 Address 7376 W •O ( SS# Phone ,3()� ea:- g5 ignature of Contractor or Owner- Builder C.C.F. 0 NOTARY "— 0 " � BOND ., Date No : as to Contractor or Owner - Builder Date My ommission Expires: MARY PUBLIC - STATE OF FLORIDA • JANET C NASCO.ROMERO COMMISSION s CC734009 EXPIRES 41/0/2001 BONDED THRU ASA 1466.NOTA#W APPROVED: TOTAL DUE 0 / Zoning Building f ' /? Electrical Mechanical Plumbing Structural Engineer ED M1. 1!M \ \MCI /// DEAR: the following job site. m Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM DATE: .00/99 Mo S7oee 4 6a/6.( 7 //06 2-oit, m) C ( BUILDING DEPARTMENT ) We are the Dade County Notice of Acceptance Holder for : ( JOB ADDRESS ) ( CITY , STATE & ZIP ) METALIiCH, INC. EST. 1957 HURCULINE ACC. SHUTTER ACCEPTANCE NO. 95- 1122.03 .060 ALUM. STORM PANELS ACCEPTANCE NO. 97- 0804.07 18ga STEEL STORM PANELS ACCEPTANCE NO. 96- 1023.07 20ga STEEL STORM PANELS ACCEPTANCE NO. 95- 1220.031 0 SLIMLINE ACC. SHUTTER ACCEPTANCE NO. 96- 1126.10 ECONOLINE ACC. SHUTTER ACCEPTANCE NO. 97- 1124.06 Weatherwall Division This letter authorizes T310E: -S(F ED 64 1-41 /. 'U?to use our above named product at ( CONTRACTOR / OWNER BUILDER ) F C7 ( JOB OWNER'S NAME ) / o u t Ale 9/ /1//1-fri ._C71/02.E-s- 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A. Phone: (305) 823- 2323/Toll Free: (800) 432 - 5180 /FAX: (800) 432 -1685 • C'ORFORArE SEAL - 107x63 tp7x x 37 74-xS1 FRo& 4;7)(5'1 1 lozP- NJ' (S OP& /iO6S c /06x 3'7 677 x 37 to 6 )(37 /9 37x37 37•,e 3°7 MetalTech, Inc. 7635 West 2nd Court Hialeah PRODUCT CONTROL NOTICE OF ACCEPTANCE FL 33014 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 CONTRACTOR LICENSING SECTION (305) 375 - 2527 FAX (305) 375-2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 FAX (305) 372-6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0217.06 Expires:04 /04/2000 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04/22 /1999 ranctsco . • wntana, • A. Director 1 of 3 Miami -Dade County Building Code Compliance Office MetalTech. Inc, ACCEPTANCE No.: 99- 0217.06 APPROVED • APR 2 2 1999 EXPIRES 04/04/2000 NOTICIF OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 95- 1220.03, which was issued on April 4, 1996. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter .23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95015, titled "20 Ga. ", prepared by Ramms Engineering, Inc., dated October 1, 1995, sheets 1 through 6 of 6, signed and sealed by Robert S. Monsour, P.E., bearing the Miami -Dade County Product Control Approval and renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1-1 4 ma-, Helmy A. Isar, P. E. - Product Control Examiner Product Control Division 2 of 3 MetalTegb, Inc, ACCEPTANCE No.: 99- 42117.06 w APPROVED APR 2 2 1999 EXPIRES 04/114/2000 NOTICE OF ACCEPTANCE:. STANDARD CONDITIONS I. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the .,following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as welt as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE it 11. Helmy A. Nl6tcar, P.E. - Product Control Examiner Product Control Division 3 of 3 , 2 3/64' mew. Q �}. ANO■A i 1 4, VARIOUS DEGREE CORNER '/N CORNER PAN as0 .sees J 2 5/6' Y 4-- 125 � I 1 ..0662 • I —� I bl , / .O61 1 14 HZB T 5/r a LC 1 19/Jr . VARIES 1 5/r VARIES LT 1/2' , ;5/,r 1 R E7/ RN 060 cPE CIAL PANEL Sc C T /CN 2 /r _ 25/r TYPICAL PANEL SECTION MOUNTING HOLES 12 1/2" O.C. CROSS SECTIONS r . ?60 ivl L2H r LIH 2X PAn vd 31 TYPICAL BLOCKING STUD MAY B£ INTALLED IN REVERSE DIRECTION 3LGCXINC LrH r ! ! 4 tT 34R X2 RA O� • ALL STUDS J/8' ) —'t ALL APPTX.A11CNS _>4 wCLUO£S STUDOEL L1H ■.- 1/4 -20 X J/t 18 -3 STAINL°'E SicEL KNURLED STUD'S 12 1 /r D.C. J/ (fl . ) AL; APPU0 ANCHCR MOUNTING' HOLE(' LOCATED ON EITHER HORIZONTAL OR VER77CAL LEG 7 /21 FOR REMOVABLE, 1/4 -0 FOR P£RMANANT ANCHOR SPACING vs. JESIG.V PRESSURE 1/8' ANGLE MAY VARY IN SIZE ,;MOLES STUDDED IN e.g. 1.5x1.5 2x.3. 2x2 or 5.25x2.25 SHORTER LE.' ONLY ,STUDDED ANGLE DETA /L 1/8' x 1 1/2' FLAT STUDDED STRAP MAY B USED IN PUCE OF ANGLE CCA1 :E5.^. S.F.S.C. 1994- E IT;CN FCR CA COUNTY SOUTH =LCRICA ac.'/L :INCA CONES CHAPTER 23. SECTIONS 402.3 ACC' T70N CF ASCE 7 - 23 1 4.5 FA T IGUE LCAC TEST INCA. 23 IMPACT TESTS ANC : 99 4 - S.B.C. DESIGN CI ITGRPA: WIND LOAD Pg CHAPTER 23 CF S.F.S. C PRODUCT RENEW PRESSURE RECU/REMENT CALCULATIONS MUST BE PE PER ASCE 7 - 4-e "MIN /MUM cEsi No. �- OZ O (Q LOADS FCR 8L.'IL ANO OTHER STRUCTURES" DEFLECT /CN - L/.30 w /2" MAX ON FOS/TIvE LOAC EXPIRATION DATE GEN ERAL NC -=S: THIS FC R A. APPROVES STEEL STCRh1 PANELS THE . CLLC'N/NG LCCAT IONS: NON COASTAL ZCNE BuILDING COASTAL ANG NON COASTAL ZCNE BUILC /NG By PROD " CONTROL DIVISIO CES/GNEUILDINO CODE COMPLIANCE 0 ALL A LUM /NUM EXTRL/SIONS TC BE ALLOY 606.3 - T6 OR EC:JAL STORM PA NELS SHALL SE 2 0 GA UGE STEEL. AS ,N SC GRACE A MIN. =y — 3Z sC.S MINIMUM VALUE .'/l A NOMINAL W /C i-? C 7 7 /2" r. CT O/P CCA TEC , 7? c"' STORM PANEL SHE.. ,NAY SE !NSTALLE VERTICALLY OR f :ZCAI ALL IN ACCCRCANCE C T:-E CETAILED SPECI /CAT /CNS ERE; N. EDGE C/S:ANC= SF-ECIF :CAT /CN :ABLE APPLIES .,. -31! '-+EAGER AND SILL APPL ;CAT :CNS ONLY. ANCHORAGE CF THE SHUrrER _"STEM -C CCNC.RE-E CR MASONRY SHALT CONSIST CF 7 /a" CIA. X ; 7/2•' =LEE/EC CRIVE ANC -HORS ( STAR 0RY' /INS j , : /e - 2� MACHINE SCREW ANCHOR ( TAMP/N5 /I7i- PLUGS. 1/4" X : 1/2" MASCNRY SCREWS ( TAPCCN= ) 1/4•• X 7 7/2 WEDGE ANCHCR OR __EE;/E ANC'!CRS ( ;/G x 2/4 LACS CR 74- SEE; TAPPING SCREW j wiT.y .AG SI -EILC NA :L=C ST'-/C ANC=!,^.PS CR OTHER C4CE CCL:NTY AR-RGVEC ANCHORS NCT . S �. _ T E t✓ USEC !N CCME/NAT/CN •I7 '; /4 - ; MA CHINE SCREWS WITH ! /a - 2C :vur ANC / /ASHES. ; /A -2:� /✓.=_%•IEREC, 'N!NGNUT_, i-4-" CL= WASHERS ANC KNURLED STUCS. =PAC:NO AS ;NC /CATEJ GN Ti-i/5 . AWING. ANCHCP.S S%-ALL P. °. CVICE A MINIMUM EMBEC MENT !NTC '.'E NOGG, MASONRY, cr:'!C.t A,NC /CR CONCRETE. RE. =ER 7C ANCHCR SC• FOR MINIMUM ENEE :MEN - . ANCHCR L =:VDT% -I MAY •/ARY TC ACi -! /VE :-'E PRC%''.R EMBECMENT. SE= SHEETS 5.5 ANG •7 FOR AL -E. N / T!V= A NC.' - 'CRS ANC CONC# T .CNS ANCHORA 7C WCCD CCNS7RIJC:ION =r•AL. SE ; /C" STEEL LAGS CR LARGER WITH . " •WIN PENETRATION, 7/4 -2C SRAS5 WCOC 9USHINGS SE= EETS 5•.: ANG 7 .=CR ALT_.R.N /- /VC A NC7-,CRS ANO CCNC/TICNS ALT_.RNAr ;vE ANC.. - +CRS ANC CCNC/T/ONS . S NO. •S 2 - 6 EACH UNIT SHALL. SEAR •• .N ETALTECH' INC. A = R :4ANE.NT LABEL OR STAMP S Cw/'VG IA L GAGE COUNTY PRCCucr CNTRCL AFPRCVEC WARNING TO JWNER C R T =NANT COCATEC IN AC/ HEA CR CNE PANEL CF EACH OPENING, _ AT :NC. •• STCRM PANEL 'P, /ILL NCT C HURR /CANE PRCT =CT /ON UNLESS ALL REINFQRCIN.; STRAPS CR eCLTS ARE PROPERLY INS A.L=.:.. WH_N REDUREC DURING WING VELOCITIES EXCEEC/NG PERMANENT FASTENER COMPONENTS. EM=E::DEO ANCHCR 8CLTS. Tr1READEO CONES CR METAL SI I /ELCS. NCT IN USE. MUST BE PROTECTED AGAINST CORROSION. CONTAM /NAT /CN AND DAMAGE AT ALL TIME. ROBEI2 .:. 3d4,I SO K� _PE EB'— 'b PA11S Et1Gl1IEZtPJ1IC :PIG YI G WITH' THE DI . CODE 1 v I Lo APPROVED AS Cs SOUTH FLORID DAT 1 % BY PROD ' OL DIVISION BUI : C. COMPUANCE OFFICE ACCEPTANCE NO.QS' ( 224.03 j . 20 ga. W/IS:CNS S£P /JRB ORMILD • z � 10/0 IrAL SHOWN 95015 1 F w W W Br 1I • • t • DETAIL • t TMRU MNDGM 1 111 I r S7GRM PANE. nu I! I � - i I 2/8 THRuBOUS 3 I/1' 0.0 L LU I MTH 2XJX.125 ANC ON 907TOM - I WIND PRE55UF£ 71.5 P.5.7.. MAX. MAXIMUM PANEL L£NGT7• a5- E.D. _ j 1/4 1 2 LAG 9CL, 41 !SAO SNER.D GR ZEE NINE it \ H7 HEADER LOT 2x4 WOOD BLOCKING NUN J/r LAGS INTO TRUSS RE7URN N! HEADER MTH uS( 7/76 LAGS WHEN 24 _ 0.C. 1/4" • r LAGS INTO 2x4 LEDCC? IF NO 2X4 LO G& USE LAGS INTO TRUSS RETURN *7T4 n r WASHERS USE 7/16" LAGS A91O1 I.O.C. 1 X 4 STINGER TO BE INSTALLED BETWEEN TRUSSES TO SUFPORT Gyp OF H(AOER If /T IS MORE THAN r PAST TRUSS Y. r :/4' MAXIMUM 4Q00 C OUNTER 1 : /4' MAX. THICKNESS C. CENTER mar 3E woe Cr o04ER A417 44 II 1 x r 1/1' AMMML7 CANES CR SE. NOTE * REF:) TO .ARO'ARE 94E7 FOR •PACNC DETAIL 13 DETAIL 9 CONfNUCJS 2.25 x 5.25 x ANGL• ' ;LANCE ANY c£ 7E'27SZ OR ROTAT NCRIZGNTALLr FOR AN ALUVSTA8L5 NOR /541. 1/4 - 7HRU ZOLT W/ LOCK NUT IF 0.C. a I • ^ a FLOOR ' AND MACHNE SCREW ANCHOR FLEE STORM PANEL 77001155$ VARIES CORNEA PMT ANGLE M4r VAR)' 41 cN ANCHGR7M IN7D ROC& USE LAG BOLTS OR SE NOM * HEACEP OR SILL vAmouS SIZES RE7JRN PAN vARTOVS SIZE 1/B X 1 1/7 FLAT BAR (STLOOED AM RINGNVTS ass sirs -me a 3 SPECIAL PANEL CONFR;uRA1VN our 8E NaDED FOR TRAPPED 41006: PANELS LAY BE ADDED 70 *1774 A FASTENED TV ANEW .� i LLSE Of J //16 7U8UEAR RIVETS DR 10-24 731611 BOLTS 16" QC RETURN PAN ANGLE: TUBE OR w000 MUST BE USED ON ALL BUILD 0uT CONC1nON5 70 CLOSE Off 9475 Sal. 1 /4• SUM1 ORAC ANCHOR OR SEE NOTE* + '1 LC OR SC AS HEADER OR SRI E.D: :: la ->Q WHEN ANCHORING 1NT0 ;000 1 tar LAC 50L7 0? 3 NOTE * 7,.. DETAIL 5 .0T7ED MDUN7P4 HOLE LAr BE uSFD N CENTER 11[9 01 PANEL 771. FOR ALL SPECIAL PAM 4PPL/CAROWS PLAN VIEWS DETAIL 17 4. 1. C 1 0 SEE GENERAL NOTES ON WOOD k ? READG? 0R 341 ON OR DINER SIUCOED ANCL5 344 9E :'cuN7*-7 tN ReN2r 07R£CT70N CGNI1Mr7US C *:KING 7/d ANGLE - 41410(15 S/1£S SG7E.KD :R 90L7ED 700577156 'N7FI /14 X :/4 SaFrAP•MG SCREWS OR 1 /4 - 70 77/AU 30LT /1/ LOCx NUT 1r 0.0 USED AS 6(40£6 06 SILL £.0. • 4,,.' - 7/4_20 FLOOR PLUG 47774 WICNNE SCREW AACI.OP CR=NOTE * 71.5 PCP MAX. DETAIL 10 4000. C:NCRE7 - c CA 4KSCN&RY 7- "EAGER CR S4L G /AaIOUS ays SLIM 6 29 NEADE 1�I 1 L76 5R.L :R 71 Su LAG BOLTS TAP. t1 . • OR SEE NOTE; * Lt sEE GENERAL NOTES ON 1(000 HN£AC£R OR SILL DETAIL 14 LAG BOLTS OR SEE NOTE * C . HEADER OR SILL vA1OUS TYPES »000. C01 E7E OR M.tsoN4Rr HEADER OR SILL DETAIL 2 I /4 -20 .RUSS HEAD N R/ 40CW UT 72 p.0. ORDONAL USE FOR PURPOSE FLOOR PLUG ANC U40 E ET SCREW ANGIO m a a 0 r-.. °O°0 rrzr Orr (404 SCE or r/8' ANQZ OF Ex7TJr8wt. /au HEADER ON TOP SILL ON sorrow ) 5'7 URM 311. m m PANEL T /4-10 DOLT �QG W� SOt PAN If r- 1 /4' SL£EV© ORNE ANCHOR OR g NOTE * 16 w7( ANC�OR/NG INTO 4000 uSE 4G COLTS OR .ZE .VCI * LTN HEADER OR OTHER 7. Anal: u5ED AS HEADER OR SILL DETAIL 6 E.D. :/A-10 FLOOR RUC i t •sr 4N(HIINE SCREW 41 7 7 .5 .=5"F F .MAX. • C6 e_ NOTE DETAIL 3 woe:mUM GAP BE7wEEN STROM PANEL AND O.L.O. SHALL NOT EXCEED T /4 AS WEIED FROM FRONT WEN m e m o e e m a ; 1 m a m m ........ m m a se m IN5T0£ CLOSER PAN 4155E1IBLY _ 510611 PANEL • . DETAIL 11 PANELL NOTCHED AT 8017um TO PASS OVER SMO JII� *PIGNUT M S LL (FAG4 slog 517100= ANGLE I447 35 POUNTE• •■ REVERSE OiREC:KW (7:P.; MTH VA (TAP.) 7 /A - (4450NRY SCREW 7 7 /1" VW. .t8E+M: ••I r GA 5� NOr * L7). DLL .:15 OR OTHER N(4(G7 AND 51U vAR4u5 7)'105 CONnN1.0 L 4000 £CCx7NG 44 64ov5 STZET DETAIL 15 • 7/4 -20 57710 47774 WIrGNUT (rtv.; STUD ANY v57) II 5£ 01600.7 4714 90 4 541. . 0R 07)/06 RE' L ANCL! 0N L TN IL• 4SED AS HEADER OR SIL1. Rif • • . "�• I / -2o ./LCArT PLUGS *11N MACHINE SC1E6 ANCHORS OR Sc NOM * 47.514 4140106140 INTO 6000 USE LAG 501.75 CR 5E= NO.[ DETAIL 7 (0(.7NWIE a(GrwC r S r VS ANC. AND 1 x 2 4': /3 ANC. :J7EWED 0R 8QU 7005o.p M7H /4'4 X J/ 5WTAPP SC7£4S OR / -70 1 P 4 RU 50LT R/ c0Cx .WIT :7 (.0. * • , 4 ,T 'i r /4 -10 BOOR PLUG ��^'�, • I WORN( SCREW ANCHOR OR OTHER S0 Nor( * WHEN ANCHORING INTO A000 USE LAC BOOS OR sEr Nom * HEADER OR SQL vAP!OUS TYPES DETAIL 4 E.O. .eSmL/cTra7l DETAIL 16 • s1!; S J 7 ..--.'. IT .y *- • 11 1 EsO. ' 1 • • •EACE7 OR VARIOUS 7115'5 • .w02. a mn TAOMrt 71 4- r 114 7W11 C: NnNVOUS 0 -" x Y 3LOCx640 "As TOGETHER MT74 R•£S 06 /a MCx SCREWS 1 / 4 ' 4445ON171 506C# 1 7/2' & ef=£D 06 s NOM* HE40ER OR 541. AAROWLS SIZES ROBERT''Sf,j{ euIR,: "PE 24- 11 ' E71GU1 E2UIC. tic 344Y 3E 1401./30 . .(6108 47 LF .1GO((.NT..u. 71.5 PSF MAX. . I, 1 4' 1 V4 -70 STUD - AIM NING,(T DETAIL 12 7 HORIZONTAL /NSTALLA170N ELEVATION T / -70 FLOOR P E. 1R1ODUCT AIM .44CH4E 5 ..R 5 NOTE * :is( ANC 0L7J A USf i.AG 301. it 'Y'Lµ�lq( No. q 1/ -70 F1006 PLUG 41774 .1r4.C7AN( _CREW 4NCH06 OR 5E. NOlr * , L. a5s 1 7/4 -20 . J/4 414:167_0 raw 1 G G 41774 •SHER= MNGNUT5 (TM; STORM PAM VERTICAL IOVSTALLA710N ELEVATION RENEWED -09,11 .DID E DATE & L 0 4 .Coen DETAIL 8 By PRODU CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE N1NUCUS 3LOCx7NC 1/ ' .waal SIZES 1441 VARY 7 r 5 r 1/8 ANGLE AN0 7 X: 4 7/a ANGLE 5[6(6047 CR 3C1.70 TOGETHER .NTH /tM X J/ 3£LFTAPP•NC SCREWS OR 1/ -77 •74R'J ROL r W/ 7.006 .WIr 11 0 GENDR4L NOTES: WT+E, I ANCHORING TO A'COD. 1,1E #000 MUST BE A MINIMUM 2 X 4 ECUAL TO /2 SOUTHERN PINE ANC STRUCTUPALLY PART or THE FRAMING STRUCTURE CR SUCJRELY ATTACHED rc FRAMING STRUCTURE PE=_R TO SHEETS 4 FOR: MINIMUM DISTANCE BET//EEN CLASS AND PANEL =EFER ro SHEETS 5.6 at 7 FOR: `k' SE_ ANCHOR SCHEDULE FCR ALT RNITVE ANCHORS ANCHOR ;PACING FOR SPECIFIC ANCHORS EDGE DISTANCES (E.D.) FOR SPECIFIC ANCHORS APPROVED AS COMP ING W TH THE SOUTH FLORIDA BUIL ING CO DAT 4'i ' - 1 ;� 19 � : BY PRODUCT CONTRO 147 ON BUILDING CODE CE OFFICE ACCEPTANCE NO 95 -1220. n� REVISIONS I BY • 10/01/95 SHOWN 95075 ..m 2 5CPPEr %FADE.° 1 ANCHCAMV .•KO G iQvs HOOD JIGS REFER TO CHART ST ^ ✓ FINIS FOR MINIMUM t715TANCE REFER TO PANEL DEFLECnoN 0- A 1 • 1v.e 5rQ'M PANEL 1 • I J . GLASS 1 4'= - f - SECOND srGl'.Y I • I WINDOW GPENING • CONCR.a.: CAP c a I ■ : II 51 PANEL SeC:. ✓ Ar 30 WINDOW WIT-? 51 'DDEV 5 .AP 5iLL A5 IN DETAIL 3 1/ -20 FLOOR PLUG '44TH MACHINE SCREW ANCHGR 4 E D. 4 ! DE OCT 10N / CLASS 11 WEATHERWALL i 1 STORM PANEL II I9TA A - .4 4 • L EXISTING ST1'JC't'?E -I- 2) 160 n�TAiL C - A51u -J RccP rR .55 J NOTE: THE METAL TEC. f STORM PANEL MAY BE INSTALLED WITHOUT THE USE or AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF 1/4 " MACHINE SCREW ANCHORS IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS, MASONRY SCREWS WITH VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE. MASONRY OR BRICK. WITH A MINIMUM EDGE DISTANCE IN ACCORDANCE TO ANCHOR TYPE WHEN ANCHORING TO WOOD USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. OR WOOD LAGS WITH VARIOUS HEAD TYPES I3TAIL A- 1 1 A 2 X a STRINGER MUSE 3E — — INt/LLED merweeV 1Ta155 E:1t 1 V.I.EN S1'G M PANEL •,-eivee 5x=SVS r ., - ,6„ 9.144 L DE Sc C'JM7 L'SS2:NG 2 16 , ?WLS E•GH SIM. SrCRM PAneL HE•DER MUST ;YEN De SEC1Jt. a rO STRINGER Will 7/ 16" LAGS. INSrALL87 Hoe. Oz veer. SE. GcENE.<AL NOTES ON WOCO Pit. ON SHEET 1 2 1 7/4 MASONRY SCREW WIT}i . WITH i/INGNUT E.O. • I. L — 1/4 -20 FLOOR PLUG WITH 1/4 " LAG WITH MACHINE SCREW HEAD 1/4 -20 BRASS WOOD BUSHING WITH 14 -20 SIDEWALK BOLT WHEN ANCHORING INTO :row USE LAC SOLTS CR SE: NOTE * ON SHEET 2 'Se WALL HEADER OR Sgt 7/4 -20 SW _ N/TH MNGNUT 72 /F O.C. (TYP.) r(,ar STRAP 1/e x 1 1/2 JSE9 AS HEiVOER OR SILL ANCHORED TO A000 11 1 1 n 11 n n n II 11 • 1 REFER TO DEFECTION CH GLASS WEATHERWALL STORM PANEL NOTE; 5TL'CiGE✓ 5D ,AP5 AN U HEAt7 tO 3E INSrAL.LEO 3EFOPE StL:CCO 15 APP-1 ;4 -20 STUD .-1EA0 1 / 4 STUC MTH MNG.YUT lrvP ;LAT STRAP 1/3 x 7 1/2 use. AS HEADER OR SILL ANCHORED MASONRY :R 5R/CX MASONRY SCREWS OR SEE NOT: * :N SHE. 2 USE APPRCP.RIATE APPROYC ANCHORS FOR SPEC :F7C APPLICAT70N5 -.1 r PRODUCT RENEWED ACCEPTANCE No, -9 9d1 •0'p Mikat349N DATE IPPRIL Oak 2.60 ss I ' • 7 (t / PRODT) CONTROL DIVISION FOR MINIMUM E215 REFER TO PAi■ZL -7:17 BUILDING CODE COMPLIANCE OFFICE f DEFLECTION 1 1 ' I _ �_ SS 4 AS5 1 4 51GT M PANEL sea.3'eD WITH 'NA IB1 VVINGNUtS 5�CO PINI5H 1 / 4 - 20 x J/4 .(NUPL- STUDS :8 -8 STAINLESS Sir 11,:71•U,1117„ 1 MF 7AL' . 51 7 M PANB 1/ -20 x 1 FLSIOR PLUGS r SiOEWALX 8OLTS ) 18 -8 STAINLESS STEEL ""V .:•.,,. 7.11 x.•1..,•77,.,7,171, :7:•.n 14-20 x 1 HEX HFE40 MACHINE TYPE SCREWS MAY BE VARIOUS LENGTHS .. • ' • ... .... . • • -4 ROBE 'S tONSOUR, PE EB 000 WPM CIGIMEER IG. FIG 1/4 -20 X 1 PAN OR 'MUSS HEAD • 1 • E.R. • r IE C3EAM • CGNiC.?° CAv b TAI L- 13 OTHER HARDWARE USED WITH THE METAL TECH STORM PANEL SYSTEM POP RA175 7.17( SCREWS iAPIOUS EIZ=5 VAPtCUS SIZES O LO 7 / 4 - 20 CK .NUTS O N 7 / 4 -20 WA94ERED MNWVUrS 7/r 0.0. 7/ 4 1.0.J / FIAT :MASHERS APPROVED AS CO 1 • L ' •G WITH Tiff SOUTH FLORIDA B /4" CODE BY Aar PRODUCT CO ((f• DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.� 6 1 63 REVISIONS eV 0 a- cc 2 2 • r .... SEP / JR8 / R57I AMMO 70/01/95 SHOWN 95075 3 . 6 - .m, OCIOV FPZMIRE1 PANEL SPAN 44.40 1 125" 4 7. 8 1 1 121" 51.23 117" 58.05 • 110" 51.47 107" 55.85 103" 71.45 1 99- 75.30 97" 81.45 93" 85.83 90" 91.44 . 88" PANEL HEIGHT 1 0r-68 6. 3"-702" 10r - Ur 1 MINIMUM DISTANCE BETWEEN GLASS ANO PANEL r WALL MOUNT 1 2 1/2" 2 1/2" 2 3/4" INSIDE MOUNT 1 2 1/2" 2 1/2" 2 3/4" BUILD OUT I 2 1/2" 2 1/2" 1 2 3/4" THE METALTECH STORM PANELS MAY BE RENFORCED 1WTH THE USE OF EITHER CENTER PANEL STRAPS OR S77CHING LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP HORIZONTAL STICHING 1/4-20 STUD AfiTN WINCNuT 12 1/2" 0.C. ve x 1 1/2" FLAr ALUMINUM aAR c10( vTEW L Q 90 80 70 60 50 J/8 DETAIL FRONT t4EW DESIGN PRESSURE RATING: POSMVE = 6Z 06 P.S.F. NEGATIVE 4 P.S.F. 88' PANEL SPAA 20 G4, 9 1 .44 P.S.F. i • • 1 • , . . . _..4 _ . I _ • . 44.40 P:S. . - 126 6" MAX. PANEL SPAN 20 G4 . IiiIII:Ilirl!1111111111i11111111111111i11111111 90 100 110 120 130 PANEL SPAN IN INCHES: PANEL DEFLECTION CHART a HORIZONTAL BRACE STRAP HEADER AND SILL 1/4-20 SIDEWALK BOLT vArH AINCNuT le 12 1/2" 0.C. STORM PANEL tAp SIDE VlEW DETAIL STORM PANEL LAP — '-- FRONT vIEw 11 E?11 20 ga. STEEL FOR SPANS or PRESSURES NOT SHOWN ON Aeon' CHART usE PREssuRE SPAN GRAPH \l/ MAXIMUM GAR 8ETNEEN RANa ANO HEADER IS I/4' (TIP.) DETAIL "C" PANELS MAY RUN CONTINUOUS BY WIOTH EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY * NOTE: CENTER PANEL STRAP OR STICHING IS NOT REOUIRED FOR PANELS 0 - 68", FRONT VIEW SCE WEW DETAIL C ON SHEET J ANcHGRING PAN(. roP * ecrum NO NOR. OR SILL WALL MOUNT WALL MOUNT ANCHORING PANEL TOP & sorrom OCTAL 0 av StorET J DETAIL C ON 94EET I DETAIL 0 ON SHEET 3 v3 g HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION HEADER 7 YR.F /ARY, DEPENDING C,A1 APR iC.ATIGN 0H OETAKS sHEE7 2.3 2 .5.6 AA0 8 DETALs13, ::, 15 ANO 76 ON Si EU 2 OETAIL 1 A/40 4 ON SAEET 2 \\\\ • . i . HEADER _..., , -,- , • ! ,-,.. ! z •‘ z , ,,, - 1. ,.,, ! ...... .-, ...; :...... ,.. :., 1 i ........., ,7 I I I : ri ..,, •••• : 3 i Z r.'. :: , • i Z. CI 131 ■ , 1 i - 11 1 : i 71 a . I 01 I i ;' I :.,... 1 • , i , , r.z..,ss ____ • • ci.Ass , i i ., : ; 1 • . „ 1 , 1 _3_ I i 1 . SILL SILL DETAILS 5.6 MO 8 ON SHEET 2 WALL MOUNT mr,.; .-'QR. AND SILL SILL TYPE MAY VARY, DEPENDING ON AFPLICA170N sa moms MO CHAIM MR ANCHOR TYRES ANO SPACING' TYPICAL SECTION VIEWS FRONT VIEW SIDE VIEW OETALS 13. 12, 14. 15 INO 16 ON SHEET 2 20 GAUGE STEEL 0 - 6r PANEL HEIGHT NO PANEL STRAP OR STICHING • IS REOUIRED 68"+ - l02" PANEL HEIGHT ONE PANEL STRAP OR STICHING LOCATED MICISPAN 1 02+ - 12 PANEL HEIGHT TWO PANEL STRAPS OR STICHING EVENLY SPACED AND CENTERED EXPIRATION DATE HeAcER 1 z .,.... tel : a, i a i t 1 1 -1 a a 2..... 4 7, 1 * • , : a ! : a n I : a • ..' / I DETAILS 7.10 AND 77 ON SHEET 2 BUILD OUT INSIDE MOUNT HDR •RODUCT ACCEPTANCE No. 1: i C k 0 i k 1 -0 L - boo PRODU DIVISION BUILDING CODE COMPLIANCE 0 CE APPROVED AS CO • • NG AITH THE S FLORIDA . G CODE D Iclq 6 BY • :. arna l/! ...... PRODUCT C BUILDING CCDE COMPLIANCE OFFICE ACCEPTANCE 5- 12 26 - SEP/08 70/07/95 SNOwN 95075 6 MIT 4 it■ ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 81.5 PSF • 91.4 PSF ANCHOR TYPE potato =maws 1 CONCIINTS BLOCK PONNED CONCAVE , CONCitait POURED CONCRETE 1 ' ' COMM UM= MYREN CCNCRETE I CONGIIETE &OR ANCHOR TYPE PANEL E.D. TENSILE 1 1 .recoLE SMEAR roams 1 5HEAR TENSILE I 3HEAR TENSILE I SHEAR TENSILE I SHEAR TENSILE j SHEAR I 710431LE 1 SHEAR SVUO ANCHOR NOT USED IN BLOCK • 1/4" STUD ANCHOR 1 UT MIN. EMBEDMENT 68" SPAN r ir la 18 ir 18' : ir is- ir ir ir 18* I 18' ir : ir ... 18' 1r • 1 • 11' ir ir 18" I ir 18' : 13" 18 ir ir : 14" t 17' : 10' ir 18 IF . ir 18' ; 16' 1 17" ir : 12 ir : r 18 : 18 114 IF • IF 18' : le as- SPAN 3' 18 IF 1r 18 IF 18' 1 ir ir la : 16' i ir : ir 18' 11' 16* : r ir 18' 18' I 14 1r 10' i 17 15- 15 I 11' IT r IF 18' 1r : 13 15 Is- 14' J 17 I 17 12- r 2• 18 : IF 1 18 : 15 ' 11S4 18' : le 1 18' 11' 5ns NAILED STUD AncsoR 1 314" MIN. EMBEDMENT 127 SPAN 3- 1r IF J 1r 16 18' ir 14' 13" 16 : ir r ir : a- le 1 11- 16' 1 - 1 le i 10- 17 ir 11 11 i r 17 14" 13" 11' 17 13" i r la : r ir r 18 : le T 15' i 11' ills- ir la• T ir 18- : 611" SPAN r 18 18- 18 18" ir 18' 1r Tr ir : 16' j IF : ir 18 : 11- I ir iv ir IF ir : 14" ir yr 18 ir 16 : 14' is io- 18" 1r 16 18 j ir : 12 1 is : 13' ir r : 17 r 18 : IF ir : ir 120 SPAN 18' 1 1 1 4• 18• i 18 • 18 i 14" a • • =-- 1 18" T 18" 15" 3- 18 : 18 j IF : IF 18' : 17 : 16 . ir . ir : ir i 14 : 1r 18' a 1r : ir 15" 14" 15" 1r : 11' 13 : 1 1 1r 11 r 18 17 17 14" 17" : 9" i 11" : 10 15" 10' r 0 24 15- ir : le : 1r : 15' lie SLEEVE ANCHOR 1 tor MIN. EMBEDMENT 1 141 1r : 10' ; 16- 11 127 SPAN 3 - 18' : 15' 14" 15- 18' : 1r 12- . lr 16» ; 9- : 11' : 9- 14- ; r : 9- : r 1r 11 10- : 11 14" : r 9- : r 1r : 5" r : r 14" 10' 9" 17 1r : 7" : r : 7" 11 : 5" ; 7" : 5' T 18' : 11' : 13" : 11 i us- 17' : 7" : 11' r - - 613' SPAN 3" 1 5- : 15- : 14' : 18" 17' : ...1r : 12 : 18" 15" : 16" : 11' : 14' 14* 11' • 10" 1 10" 15" 18 10" : 17" 17 14 9" : 1r 12' 10" : 13' 17' ; r : 15 17 12' ; r : 11- 1 • - 9- 7' • . ' 2" 111 : 18' ' 1r : 17 1 i • or STEEL SLEEVED DRIVE ANCHOR :1 313 MIN. EMBEDMENT /1 • 16' • 13' 11' • 15- ar SPAN 3" 1r 18" ; 11" : 18" 17 17" ; 9" 15. 12 : 12' ; r : 11' i. 11' : it 16' 8 13' 10 ir - . r 17 17 ; r 12 9- 1 lir t r : r ! 6 : 2' le : 15. : 17 : 13' 1 1 Fe 13' • 10' • • 9- 0 • • ; - ,' 120.. SPAN 3 17 15" 8 1 13- 10 ' 13" T 1 r 9- : r : 6' : r 8" ' 6" • 8" 11" 6" 17 8' 8' 5' i 7' 5' r r 10' 5" r 7' I 7' 5. : r - : 4" , \J ikrzAmAc wutmet DRIVE i 3/5 IMN. EMBEDMENT I 2" . 10' : 11" : r : r • 1 141 VARIOUS HEAD TYPES ZI-11.11/41M=1111;ZI" 633 spAN I 3" 18" 1 8" 18" la- 18' : 13- I 17" : 17• 15- 18" 15- 18" 18' : 18' I le : le 18' 15 13" 10- 15- 18" 14 17' 18" 18 13' i 12' 15- 13' 11' ' 9- 18" : 15- 13' 15 16' I 16" 11 : 11" 14' 15- : 10- 1 v 1 1 11u 18" 13- 15- : 15- '- \IIMIZIZtla3" 1r 15. 15- 18' : 18" I 13' : 13- 17' 14' 1 1r 9 17' 18" 17 15' 15' : 16' I 11 : 11' 14' ir 17 15- 18' 11 13' 14" 14 10" : 9- 12" 10' 1 9" 14" 18' 10- 1r 1r : 17 j 7 : 8" 1 . r Br SPAN z I :I tor i/4 • mASONRY SCREWS i 1/T MIN. EMBEDMENT 120" SPAN 3 - 16' 18- 11' 13- 13- 17" 9- 11" 11' : 15- : 8' : r 17 : 11 15' a- 10" 10 10- r : 7 : 10" 13" 7' 9- 9" : 9" 1 6' : 6' T: 1 : 4' r le : 14' 1 17 : 9- 1 1I 17 10- ' 1 3 18" 18" 16" 18' 15- ir 18 18' 13' . 18" 15- : 18 : 1r : 15' . 15- • 17 17 • 10' 18" 18 12' 18" 18" 17" 10' : 13" 18' 11 . 18" 18" 10" 16- . 18' : 15" ; 9- . : 17 17' 10" r ; 63-SPAN I 2 1T 18' 1r i 14 16" • 13" r• IJJ 2" 18' a- ir ir ir 13- 14" 18" . 18' 10" . 15" 18* : 15" : 9" : 17 17' • 10' 18" 17" 9" . 13' 17' 13" : r : 10' 4. 15' 17' : 15" 8" . 1r 15' : 12" ; 7' : 9" 13" : r t/4-20 a 7113 , lir DIA MACHINE SCREW ANCHOR 71/1" MIN. EMBEDMENT Ur SPAN 2 i,' 18" 18" ; 11' 2" 18' 12" I 10" V J 18' 17" 9" 14 10' r 16" 15" 7" 11" 7' 14' I 11" : I 8' 13' • r : 6" - 6" 14" 13 6' : 10' 1r 10- r : 7' 11' 6' 5' : r 12" : 11" . 6" 9" 11 : 9- T : r la* PRATT( Tr+ Diairvtween 120 SPAN 21l5- 17" : 13" . 8' 2" 1 15. : 9' I 7" W000 APPUCAT1ONS 59.5 PSF . 71.5 PSF • 81.5 PSF 91.4 PSF ANCHOR TYPE DIA. SPAN TENSILE 1 SMEAR 1 TENSILE 1 SHEAR TENSILE I SHEAR 1 TENSILE 1 SEAR 0 mass moo eusHirm :- roe. NENEIRAMON IN /VOLE 114-20 "SPAN 18' : 16" j 15- i 17 12' 1 18" i 10" 9- 1 15- : 8' 18- 18' 15- : i : 12' 1 i 18- 9' ! 18' r ! 14 1 : i 1 10- 8' r W SPAN 18' i 120 SPAN ir i ;;;‘\dp1.1.1.z1.1.tullIE=.- % W000 LAGS 1 itnautiu Ell8EDVENT 114 Sir SPAN 18" i 16" I 18" : 14' : 17 1 ir : 11- ! 9" 1 13' i 8' 18' 16" 11 : : : 17 1 18" 9 - ! 14' r 1 10' : : 11' 8' r IT SPAM ir 120 SPAM 16' 5/16- ea" SPAN 18' : 24 1 18' : 20" : 19- : T 1r 1r 1. : 14" 1 15' : 11 18" 18' 14' i i : 18" i 18" 14" 1 15- 10" 1 12" i : : 16' 12- 9- sr SPAN 1r 120 SPAN 18' 318- lir SPAN 18- : 24" 1 18 23' J, 18' 17" 1 18' : 24' : 19' 14' ir 18' 16" : 22" I 18' 17" T 19 1r T le : . !. 20' 15' 11- "-SPAN 18' : 120 SPAN 18' 7116 11 3PAN 16' 24' 24* : 23" 1 18" T 18" 15" 24 24- 19" 15' 18' 18' 24' : 23" : 17 15- 1 1r ir • i : : 24 15- ar SPAN 18" 120 SPAN 15- ANCHOR SCHEDULE NOTES: TENSILE = WALL MOUNT Oablickf4g, ArLLICATIONS SHEAR = FLOOR AND CEILING MOUNTArrLtATIONS . • ,„ ; A ANCHOR SPACING ALLOWANCE ONI P • ITION DATE rn v 0(1. AA 1V U MINIMUM * EMBEDMENT iS FROM MOUNTING SURFACE. PRODUCT CONTROL D ifrb *-' • D<CLUDING ERIC( PAVERS AND : • BUILDING CODE COMPLIANC z' • ;? ." ....... '• • • • • - -• • • -t: R0132131.4NSOUR, PE EB=—.-0006024 wpm' Enatieslitz, Inc APPROVED AS C • VI'', THE SOUTH FLORID' .11, •'CODE DAT * :4 a4 1q 6 BY /LW PRCDUC PTO DIV!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -1226. c).3 41.111111.11111.111 REVISPONS aY 4 1" 1 11.1111111.111 6 , SEP/JR8 10/01/95 • IOW 91OPPI 95015 5 . 6 . • ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF ( 71.5 PSF 81.5 PSF 91.4 PSF POURED CONCRETE , CONCRETE rn.o POURED CONCRETE CONCRETE BLOCK POURED CONCRETE , CONCRETE BLOCK POURED CONCRETE , CONCRETE BLOCK ' ANCHOR TYPE PANEL. ED. TENSILE SHEAR 1 TENSILE 1 SHEAR TENSILE 1 SHEAR I TENSILE 1 SHEAR - TENSILE 1 SHEAR j TENSILE 1 SHEAR TENSILE 1 SHEAR 1 TENSILE 1 SHEAR — 144 SPAN 3• 18' 16' 14' 17' 12' 8' ! WA N/A I I WA N/A N/A 4 WA 15' 13' 12' 14' j N/A 10' N/A 7' ! N/A N/A N/A N/A 13' 12' 11' 12' 9 • 6' N/A WA . WA N/A N/A N/A 1 r 10' 9' 11' 8' s I N/A WA WA WA N/A WA 114• STUD ANCHOR 1 12' MIN. EMBEDMENT r 1 114 10• 11' 13' 1r • 1 44 - SPAN 3- 18' 18' 16 1r 14' 15' 1 1r 10' ! 11' 13' 9 6 1r 1r 14' 17' 12' 12' 10' 9 ! 9 11 8' 5' 1s 13' 12' 1r 11 8' i 10' ' 9' 8' 9 r 5' 13" 12' 11" 13' 9' 10' 8 7' j r 8' 6 4' NAILED STUD ANCHOR MIN. EMBEDMENT sr, 6 1 314 - r 1 114' r i 144 - SPAN 3 r 1 8• 16• 14' 1r T 6' 12" 11• 9' 13' 9' 6' 15 13' 13 10 r 5' 10' 9• 8' 11' 8' s 13' 1r 10 9• 6 5 9" 8' 7 9• r 5' 12' 10' 9' 8' 6" 4' 8" r 6' 8• 6 4" 9 `' 114 SLEEVE ANCHOR 1 114 MIN. EMBEDMENT r ' 1 114• ( - 144 SPAN ! f ; 3 I 10' 9' 8' 14' 10' r 8' r 6 12' 8' 6' 8' r r 11' 8' 6" 6 6 s 10• r s 7' r 6' 10' r 5' 6• s" • 4' 9• 6• 4' r 6' 5' 9 6' 4' 5 4' 4' 8' 6' 4' 114' STEEL SLEEVED DRIVE ANCHOR 1 3/8 MIN. EMBEDMENT r 1 114 ! n ! 144 SPAN 3 ! 10' 9' 8' 13' 9" 6 r 6' s 11' 8' 6' 8" 7' 6• 10' r s 6• 5' 4' 9' r s r 6" 6' 9' r s s 4' 4• 8' 6" 4' 6' 6' s 8' 4• 6' 4" 4• i 4' r 5' 4' V 114 - ZAMAC HAMMER DRIVE 1 318 MIN. EMBEDMENT 2' 1 114 j .^ }MIjj}�u Zj tIE= 1 ltitlromtC=s t 144' SPAN I i 3' 13' 11' 10' 17' 12' , 8' 9' 8' r 11' 8' 6' 11" 9' 9' 14' 10' 7' 8' 7 6' 9 7' s 9' 8• r 12' 9' 6' r 6' - s 8' 5' 4' 8' r r 11 i 6' 8' ( s s 1 s r s 4- , ;; ;, rtIr ` 1N- MASONRY 1 12" r 1 t.T.Tatis .. - ! SCREWS (VAPIOUS HEADS) MIN. EMBEDMENT 1114 i 144 SPAN j 3 I 16' 1 13' 15' 11' 7' r r 6" 11• r 6' 13' 12' 10" 1r 6' 9' i r 6' j s 9' r s 11' 1 D• 9' 11• 8 5' i s' 5' 4' e' 6" 4 10' T 8• 9' S' r 4' 5' i 4' 7' s 4' I I 2 112 - ! 114 - K 718• .1/2 DIA MACHINE SCREW ANCHOR 1 r j WOOD APPUCATIONS 59.5 PSF 1 713 PSF 81.5 PSF 1 91.4 PSF ANCHOR TYPE SPAN 1 SPAN TENSILE 1 SHEAR 1 TENSILE 1 SHEAR TENSILE 1 SHEAR ! TENSILE I SHEAR " kAi111I r BRASS D Al C BRASS WOOD BUSHING 144' SPAN 114-20 18' 8' i 1 15' ? 6' 13' 6' I 18' 8' i∎1i∎11∎, 1.1.1 }1.}1} .I \ \gi-I ZZ�Z -- 1:5:1 - WOOD LAGS (VARIOUS HEADS) 1' MINIMUM EMBEDMENT 144• SPAN 114• 13' 15" 1 r 11' 14' 19' 11' 13' 1 1r 20' 6' 10' 12' 16' 10• 11' 13' 1r 6' 8• 10' 14' 1 ! 9' ,, 10' 12' 16' 5" r r 13' 3/r 7116• 18' A N C H O R S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS •cs ANCHOR SPACING ALLCWANCE ONE INCH. MINIMUM EMBEDMENT 15 FROM MOUNTING SURFACE. EXCLUDING BRICK PAVERS AND CERAMIC TILES. < -. • � *• * : • • • -• 1 4, • e c - - ROB EB � 4�Q �.� �' PE E71G ..... c. • • 1WLFUt. i IV LI) ACCEPTANCE No. ( nn i- .o 91 11 -6 EXPIRATION DATE liQRlL o(4 - 2000 PRODUC i %• ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE J WMI THE / CODE I APPROVED AS CO •: ''• 1 SOUTH FLORIDA ► . t OAT i • - BY PRODUCT C wor 0 SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q S ) z a • REVISICNS ; 3r L i � • L] a z^ moo < Z ` 0 G — 3 a MONO SEP /JR8 10/01/95 950 15 .Q 6 6 1 •