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SHUTTERSDate 5-1 7 Square Ft. l 3 ? OWNER'S AF laIvs Signatur t O•t Not to wner and/or Co m resident My Comissio FEES: PERMIT 3 APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address RID NE (C() 4. Tax Folio Legal Description Historically Designated: Yes No c Owner/Lessee / Tenant b(q pr C Owner's Address t I l 0 )0E (00 4f a �i- Contracting Co. :R1 S}(Z�Q'. W ‘ C 1 (XI ) 5) Address Qualifier DOI0la ‘, (Cf 1')Q I SS# Phone 5 k 3 . 3 3 S t a t e # Cl C " O Li q 15' Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION jY�S�(i`t Spy )Q�C- — FIDA IT: I cons ction V wner and/or Condo Presid IC _ I es: OFFICIAL NOTARY SEAL JOSEPH DAVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 c th Date -riro c) Date Signat . .e o IL/ f ast• Master Permit # 1/4 g �l P h o n e 3o 5 -1 6 - 7- L 5q 2 - 7(73 i'O �,5� , Estimated Cost (value) � 500 Pc 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. 1 the foregoing information is accurate and that all work will be done i •_compliance with all applicable F rmore, I authorize the above -named contractor to e wor j Not My o + s o actor or Owner- Builder Contractor or NOTARY SEAL JO DAVITZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 er- Builder Date Date 1:DWORC VIVIL AM ',LRAM 411111&14111/AF Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems DATE: DEAR: -l7 i SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM ( BUILDING DEPARTMENT ) We are the Dade County Notice of Acceptance Holder for : MAXIMUM IMPACT 24GA STEEL This letter authorizes P11 s- lU ?lrr UJ t Ac\o .i) S to use our above named product at ( CONTRACTOR / OWNER BUILDER ) the following job site. (�5 111\avin 1 a \ad,sp \Q\ \ t , ( JOB OWNER'S NAME ) I \lo ( JOB ADDRESS ) M ETALIiCH, INC. EST. 1957 MAXIMUM IMPACT .050 ALUM. 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A Phone: (305) 823- 2323/Toll Free: (800) 432- 5180 /FAX: (800) 432 -1685 Weatherwall Division ACCEPTANCE NO. 98- 0304.03 ACCEPTANCE NO. 98- 0728.04 CORPORATE SEAL DIAG RAM CONTRACT DATE: / /-/ / 7 b ' u CONTRACT NUMBER: 3 t 0 Ll J I' SI �( NAME: �ti � ��iu ►�, �-- A� e.�a °���q '��`�Cli's t'l jt' � MEASURE DATE: � ADDRESS: ) ( 1 U JV E- (Ou s SALESMAN: To C N CITY: iitii+^tj 51 COUNTY: INSTALLER: PHONES: HOME: 757 -- 67o z TYPE OF INSTALLATION: Z -f juac e g ec IS Colonial Plain Impact Non- Impact /) LOOKING: OUTSIDE /IN - FRONT OF HOUSE � ( I _, CUSTOMER SIG Wood Steel Wood 4 in. Blk Type Window Out: ATVV' SH DH Gate City Casmt. Casmt. Type Window In: GSD RES. DOOR • OTHER Cmt. Horz \ Full Store \ Alum STYLE: ATW DH SH ',Slider GSD View Fron _Door Std. Vt. 2/2 • 2/2 OX 2d2t \ P.W.F. 3/16 N Std. Vt. 1/1 1/1 XO 4d2t \ 1/4 H.R.S.O. • XOX 3d3t H.L.S.O. Glass \ Clear Brz. S/C Grey OBS INSUL. A/C Instructions: K.O. A/C A/C Reg. \ \`‘. Wall ••Ven PW Aulls Fixed • , Operable MA NERY: Inside Plaster Outside' 0 orators SILLS: Marble B/N Ceramib \R/H FINISH: Arlod. BRONZE Whig sp. L/h{ Block -up Sq. Ft. Bin Blk \ DIRECTIONS: WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN Jal� aulking Brz. Wh Grey P.W. Temp. MIAMI MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:98- 0304.03 Expires:10 /01 /01 Approved:10 /01/98 -1- Internet mail address: postmaster ©buildingcodeonline.com 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 MetalTech, Inc. 7635 West 2nd Court Hialeah FL 33014 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 24 ga. Storm Panel Maximum Impact under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by Robert S. Monsour, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : //www.buildingcodeonline.coD MetalTech, Inc. ACCEPTANCE No.: 98- 0304.03 APPROVED : OCT 0 1 1998 EXPIRES : OCT 0 12001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This approves a 24 ga. steel storm panel type 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 The 24 ga. steel storm panel type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98001, titled "24 ga. maximum impact storm panel ", prepared by Ramms Engineering, Inc., dated January 10, 1998, last revised on August 14, 1998, sheets 1 through 7 of 7, bearing the Miami -Dade County Product Control Approval stamp 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 The 24 ga. steel storm panel type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Nfiami -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. Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 98 -0304.03 APPROVED OCT 0 1 1998 EXPIRES OCT 0 1 2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 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 well 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 need 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 gr Helmy A. akar P.E. - Product Control Examiner Product Control Division - 3- ; 3/ '6/% V o -. \\ .\ '<• \\\\ $a 7 5 D I 75 B " 7 75 Co 75 Z/ 6// 1 i ,,Gate /• = iov NE. fIa� 4,vice—Prik/ Robeft C. Schweb Registered Land Sur'r y- -#1067 State of Florida ¢.Z SKETCH ;OF SURVEY Revised Plat of Lot 10, Block 178, /MIA!II SHORES SECTION 8, according to the Plat thereof, recorded in Plat Book 43, at Page 67, of the Public Records of Dade County, Florida. Order No. 32979 July 16, 1958 F. B. # 744 -13 Scales shown I HEREBY CERTIFY: That:the attached "SKETCH OF SURVEY" of the above described property is true and correct to the•.b of my knowledge and belief as recently surve.yed and platted under my direction. , ' Y, HARRY C. SCH'Jff`EBKE 8, ASSOCIATE;'; t TR. /785 (3/ -4/) M44M/ SNO.ees Sec. 8 /v. /21.5/ PIP 0 . 2 2v P.P� .S LE / .3o 2 3/8' P2 2' VARIOUS DEGREE CORNER PAN .05O MAL CORNER PAN O .0050 61K 3' i 7/8' 1 3 7/32' CU C) 3 1/32' 2 1/4' ,. ;1 29/32' 1 VARIOUS TYPES OF F - 7RACK NOT SHOWN 1 1/2' 1 T1 ® 7/8'1 3/32' 1 . 1 1 1/2' j 3 7/32' 1 3/32' 7/8' 2 3/8' H1 2' RETURN .060 MIN. CROSS SECTIONS - - BLOCKING 3 7/32' 1 1 3/32' VARIES 5' MAXWAI SPECIAL NET PANEL SECTION 1 STUD MAY BE LNTALLED Of REMISE Denim n CAL 1 ALL SILOS 3/r ( iw. ) ALL APR.CAnore ANGLES STUDDED IN DI .L S sTLOLata 77 SNORTER LEG ONLY IL/N\ 1/4-20 x 3/4 , 18-8 STAINLESS STEEL KYUR ED s 12 1/2 O.C. RE w TO APPLR:41I0A6 ON 9iEZ75 2 t 3 ANO 40R L/OUNTNG /4xES LOCATED ON EITHER HORIZONTAL OR v155 CAL LEG. ® ® STUDDED ANGLE DETAIL 7/8' r 1 1/2' FLAT STUOOFD STRAP MAY BE uSfp IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 ED1170N FOR D4D£ COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItI1NG AND 2315 /MPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES GENERAL NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6053 -T6 OR EQUAL STORM PANELS SHALL BE 24 GAUGE STEEL. ASTM A653 SO GRADE E M /N. Fy - 80 K.S.I. M/N/MUM VALUE HOT DIP COATED WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER M4Y BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF THE FOLLOWING OR EQUAL WITH MIN /MUM ULTIMATE LOAD VALUES SHOWN 1/4 DAL RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN. TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - M /N. SHEAR 1270 - 1 1/8' MIN. EMBED. IN MASONRY 1/4 -20 RAWL CALK -IN ANCHOR ( MACHINE SCREW ANCHOR) WITH 1/4 -20 BOLTS MIN. TENSILE 1870 - MIN. SHEAR 1730 - 7/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1340 - 7/8' MIN. EMBED. IN MASONRY 1/4 PERMA -SEAL TAPPER BY RAWL ( MASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - M/N. SHEAR 1980 - 1 1/2" MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4 M /N. EMBED. IN MASONRY 1/4' ZAMAC NAIUN BY RAWL (ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 - MIN. SHEAR 1400 - 1 3/8 MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4 MIN. EMBED. IN MASONRY ANCHORAGE 70 WOOD CONSTRUCTION SHALL BE 1/4' STEEL LAGS OR LARGER WITH 1 MI?. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSHINGS OR 1/4 ELCO PANEL MATES WITH 1 7/8 MIN. THREAD PENETRATIOAL REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MIN /MUM EMBEDMEWTS IT SHALL BE THE RESPONS/BIUTY OF THE CONTRACTOR TO VERIFY 7HE SOUNDNESS OF THE STRUCTURE TO WITHSTAND 17-1E ADD/RONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL SEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH. INC. HIALEAH. FL - - 0.4DE COUNTY PRODUCT CONTROL APPROVED - WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPENING. STATING - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL RDNFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED - PERMANENT FASTENER COMPONDVTS. EMBEDDED ANCHOR BOLTS THREADED CONES OR METAL SHIELDS, NOT OV USE, MUST BE PROTECTED AGAINST CORROSION, CONTAMINATION AND DAMAGE AT ALL TIME ROBERT S. MONSOUR, PE EB- 0006024 PRIIS E *GINEERIr1G. PIC APPROVED PS COMPLYING MITN THE SOUTH FLORIDA BUILDING CODE D4Tc BY PRODUCT CON ?'.L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO SS - 0304 .03 19 24 ga REv1Sionrs 03/20/98 SP 06/12/98 sP 08/14/98 sP 12, t Tgr srP /.ozg 01/10/98 a j►1v 98001 MIXT 1 -m, DETAIL 1 NOTE .: ANCHOR SCHEDULE CONNECTION TYPE "D" OBSTRUCTION EO ED DETAIL 5 fl0G7R PLUG AND woloir SCREW ANCOR 12' QC FuL slaw PANEL (7YP.) H£AOER or SILL DETAIL 9 GO 00R® SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED *wURS PANELS MAY BE ADDED TO WITH A MAXDRAI ADO-ON PANEL BY THE uSE�OIF /64 P far TUBULAR lavEVS DR 10-24 BOLTS 16 O.C. A OR .J AI .E W WRY RETURN PAN wows sizEs FLANGE WAY BE REVERSED 1/4 -20 THRU BOLT W/ LOCK NUT 12' O.C. 1/8 x 1 1/2 FLAT BAR SMIl SIIZ= Mfli swarms r J PLAN VIEWS DETAIL 12 A, 8, C & D SEE ANCHOR SCHEDULE CONFECTION TYPE "C" ' • SEE ANCHOR SCHEDULE CONNECTION TYPE "A" `HEADER or SILL DETAIL 2 REruel PAN. ANGL$ 116E OR *000 WM' BE USED ON ALL @LALD OUT LaG11OI11LW" 10 CLOSE OFT EAVS • E.D. NOTE'* SOT11D MOLAV1wG HOtt AAY BE USED N CENTER M!H Of PANEL, TYP. FtIR ALL SPECLAL PAN APPLC4TKNG. HEADER or SILL DRV_V MAY BE INSTALLED IN REVERSE 0(RECT1ON OR ® CONTNUOUS BLOCKNG 3/16 ANGLE BOLTED TOGETHER rmu 1/4 -20 THRLI BOLT W/ LOCK NUT 6' O.C. USED AS HEADER OR SILL 1 AOAL SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 6 RO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECT7ON As IN DETAIL 6 71.5 PSF MAX>f111JYi . ='' MAXNURI PA/4EL MOM 95•. DETAIL 10 HEAD O? ON Tip SMLL ON BOTTOM DETAIL 3 E. OR CONTINUOUS BLOC DNG 3/16 ANGLE BOLTED TOGETHER MTH 1/4 -20 THRU BOLT iY/ LOCK NUT USED AS HEADER OR SILL NOTE * 6' O. C. CONTINUOUS BLOCKING OROJ /16 ANGLE 1/4-20 M4SHINE SCREW ANCHOR f WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 3' O.C. iMIK- EDGE DISTANCE PQURED CONCRETE ONLY CF11O/WL LGE Of 1/r INGYE fTalt PURPOSE OF a v NG WALL FLOOR PLUG AND M1400IE SCREW ANCHOR 12' 0C: MAXIMUM CAP BETWEEN S1ROM PANEL AND 0.L0. SHALL NOT EXCEED 1/4 1/4 x 3/4 10Yt63ED =Ds AS VIEWED FROM FRONT VIEW INRH wASPLERED W4VW R5 (TYPa PANEL Ss ovID, Tu E� W HAT DI .L PO/ SVC HEADER or SILL SEE ANCHOR SCHEDULE CONFECTION TYPE "C" DETAIL 4 1t,�1l:a 11 1 3 sEE ANCHOa SCHEDULE CONNECTION TYPE "A" E 9' MAXIMUM NOTE: ®o. O HEADER or SILL 1' MIN. 4. HORIZONTAL INSTALLATION ELEVATION OR OTHER HEADER or SELL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE NOTE: CONTINUOUS w000 BLOCKING VARIOUS SIZES DETAIL 7 3gN00N OR OCOR cream' 2 J /4' WIC NOTE* E. D. MAXPR.P1 MAO' STORM PANEL DETAIL 11 r VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" OR ® CONTINUOUS BLOCKING BOLTED TOCEmER ►►TTPI 1/4 -20 THRU BOLT w/ LOCK NUT 72' O.C. R ® CONTNUOUS BLOCKING 1/4-20 x 3/4 KNURLED S77./DS IS?T11 CST PANEL ' W4SHERED WINGNLIT 12 1/2' 0.C. (11 MAY BE MOUNTED '.WIGILLY CR HCRaoNITALL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO W000, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 £OVAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APPRO'iED AS C:i:i?!..f: -G Will THE S0 iT FLOis ; : Su.L D:F:C CI: DE ROBERT MONSOUR, PE EB- 0006024 RR1 QIGINEERIIIG, TIC 19 6Y PRODUCT CO, 3901 (MIS ON • BUILDING CCDE n CCiWPL:ANCE OFFICE ACCEPTANCE NO 3 8 - .0 304.03 REVIS 03/20/98 06/12/98 08/14/98 BY SP sP SP 1 4' sa<p / — 01/10/98 98001 sea - 1' MIN. 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY • . CONNECTION TYPE 4 REFER TO DEFECTION CHART STORM PANEL CONNECTION 1/4 -20 FLOO PLUG WITH 1/4 -20 BRASS W000 BUSHING HEADER OR SILL INTO WOOD GLASS SERVE THRU WINDOW DETAIL 15 DETAIL 19 NOTE THE METALTECH STORM PANEL MAY SE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE' t71AIL-. i STORM PANEL 3/8" THRUBOLTS 9 1/2' O.C. WITH 2X3X.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48' -fi 1 1/4' MAXIMUM WOOD COUNTER 1 1/4' MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERNAL SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12' O.C. x NOTE' 1/4' PANEL MATE SCREW WITH 14 -20 STUD HEAD eW/TH WA R WINGNUT : H R OR SILL WOOD, CONCRETE OR MASONRY . . • �' CONNECTION TYPE "A" REFER TO DEFECTION 1/4 PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY C)orC)HEADER or GLASS OR ® CONTINUOUS BLOCJONC 1/4' ANGLE Ml.: STORM PANEL SCREWED OR BOLTED TOGETHER WITH 1/4 THRU BOLT W/ LOCK NUT 12' 0.C. CHART DETAIL 17 aae PSF MAXI.lt N i PAIL. HEIGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR Silt 1/4-20 MASH /NE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 4' O.C: 3' MW EDGE DISTANCE POURED CONCRETE ONLY PANEL SECURED WITH WASHERED W/NGNUIS STUCCO FINISH REFER TO DEFECTION CHART AL ere STORM PANEL .. ROBERT S. MONSOUR, PE EB- 0006024 erns ERCINEEPOIC. nC Oo 111102111 a•r. SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 18 NOTE:* �.C*FIfCTTON TYPE "A' -0 rim o« CLASS CONNECTION TYPE "A" PM 5TUCCO INSTALLATION DETAIL 14 HEADER or SILL NOTE: IT SHALL BE THE RESPONS /BIL1TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE !NTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE WITFI 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR S U C U R E L Y A T T A C H E D T O F R A M A Q _ZING V; SOU F LO ?!DA B'TLD: G CODE Q TC ► al 19 THE BY PRODUCT CO 1. DIV :S.0N BUILD:NG CODE COMP LANCE OFFICE Q ACCEPTANCE NO. 1 g -0R 04 -0; REVISIONS BY 03/20/98SP 0 4 /20/98 SP 0 6/12/98 sP 08/14/98 SP i IP • 4 1 SIP /JRB / PSU 01/10/97 s e, 98001 3 DESIGN PRESSURE PANEL SPAN 44.40 124" 47.81 123 51.23 119" 58.06 112" 61.47 109" 66.85 104" 71.46 100" 75.30 95" 81.45 88" 86.83 82 " 91.44 78" PANEL HEIGHT 0"-90' ore. 90=124' WALL MOUNT 2 5/8" .3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8" 3 .3/4" PANEL HEIGHT 0 104' 124' WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4' BUILD OUT 2" 2 1/4" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STROP. REFER TO PANEL DEFLECTION CHARTS. a tut i 24 ga. STEEL 3. 8 FRONT VIEW SIDE VIEW s" 1/4 -20 STUD WITH WINCNUT 12 1/2' O.C. 1 124' MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1 /8" X 3/4' FLAT ALUMINUM 84R SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM G44P BETWEEN PANEL AND HEADER IS 1/4" OW.) DETAIL FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE AL4Y ALSO BE A 9/16' DL4. CIRCLE DETAIL "G" DETAIL 13 ON SHEET 3 WALL MOUNT ANCHORING PANEL TOP & BOTTOM NO NAIL OR SILL HORIZONTAL BRACE STROP PANELS MAY RUN CONTINUOUS BY WIDTH HE,4DER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL DETAIL 73 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 DETAIL 3,4, et 8 ON SHEET 2 0 z WALL MOUNT ANCHORING PANEL 10P & BOTTOM f71H STUDDED HDR/52L ft JP FRONT VIEW SIDE VIEW DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT w11H HDR AND S&L ROBERT 'S. MONSOUR, PE EB- 0006024 e1'T1 E7IGINEEQInc, Inc 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN CLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPUC4710N TYPICAL SECTION VIEWS DETAILS 5,7,9,10 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 BUILD OUT WITH tea AND SILL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4- ON SHEET 2 INSIDE MOUNT M71H NOR. AND SILL APPROVED AS COMPLYING WITH THE . SOUTH FLC?IDA BUILDING CODE DATr Cv. . c91 19 BY PRODUCT CON ,O1 DIV.S ON BUILDING CODE COMPL;ANCE OFFICE ACCE?TA ACE NO. q� —0304 • LL3 REIASIOtLS BY 03/20/98 sP 06/12/98 sP 08/14/98 sP i 16 13 8 13 13 14 13 7 13 13 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 16 13 10 16 13 16 13 6 16 13 8 13 13 16 12 6 13 13 14 11 5 13 13 16 13 1 1 13 14 13 13 13 . 13 13 13 13 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ANCHOR TYPE ANCHOR 114 RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1n3" MIN. EMBEDMENT :MU VARIOUS HEAD TYPES TramimatummuzsB.- fiUMMIn en (MASONRY SCREWS) 1/4 RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 112 MIN. EMBEDMENT IN CONCRETE 1 vr MIN. EMBEDMENT IN BLOCK .•••••"- 1/4-20 x 7/8' • 1/2 DIA. RAWL CALK-IN (MACHINE SCREW ANCHOR) 7/W MIN. EMBEDMENT PANEL 68" SPAN 88' SPAN 8W SPAN 1/4" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/W MIN. EMBEDMENT IN CONCRETE 105" span i 1 114 MIN. EMBEDMENT IN BLOCK 124' span sr SPAN 88' SPAN 105 span 124" span sr SPAN sr SPAN 105" span 124" span 1 yr 1 1/4' 11/4 3' 1 114' 3' 1 114" 3' 1 114" 3' 2.5" 3 ' 3- 25" 2_5" E.D. 3' 3. 13 11 4 4 10 4 4 16 13 13 . 6 13 9 13 13 16 13 ; 12 * 13 * 711-, 16 13 7 13 E 13 16 13 ; 10 13 ; 13 16 13 61313 16 13 12 13 13 16 12 7 13 13 16 13 10. 13 13 14 11 6 13 13 16 : 13 ; 8 13 13 13 10 5 13 13 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 181 16 13:111313 16 13 9 13 13 16 13 7 13 13 16 : 13 8 13 13 16 13 71313 16 16 13 5 • 13 13 16 13 13 CON 1 10 16 ; 7 8 16 ; 6 7 8 16 6 6 7 1 I DIE SCHEDULE CONNECTION TY'PE B I C I 3 13 16 13 10 13 13 16 13 8 13.13 8 4 5 4 7 3 3 4 3 3 10 8 13 13 12 12 13 11 7 6 10 4 4 6 9 3 :3 13 3 16 13 9 13 : 13 16 13 8 13 1313H6 13 6 13 13 13 13__13 12 9 _13 13 11 7 13 13 11 6 9 10 5 : 8 9 5 13 13 13 89 11 . 11 4 ; 4 8 7 10 ; 8 j_10 4 ; 4 ; 5 4 7 6 9 ; 7 9 ; 3 ; 3 ; 4 3 3 13 10 13 13 13 8 13 13 13 6 13 13 13 16 13 14 11 6 13 13 13 10 5 13 13 13 6 910 .. 12 1 6 5 8 9 15 COPAECTION TYPE B J C I DI 16 13 13 ; 13 16 13_J 13 . 1 16 13 6 13 13 16 8 7 . 12 13 16 8 ; 6 ; 10 1 12 • 15:7 5 9 10 14 . 5 5 12 : 4 • 4 6 5 T 16 13 11 13 3 16 13 9 : 13 13 16 • 13 7 13 13 16 16 8 15 001 n c 12 13 7 : 11 12 5 : 5 • 7 17 6 1: 6 • 6 5 12 E 9 11 ROBERT . MONSOUR, PE EB —0006024 RATS ENGINEERING, NC. NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTSALL INTO WOOD, CONCRETE OR MASONRY. APP7EIVED AS COMPLYING WITH THE SDUTI I.C.f/DA BUILDING CODE EVTr 0 t 19 IC' ?;;7 Dri:S ON SUILD.ING CODE COMPLANCE OFFICE ACCE NO -00'4-a3 REVISIO BY 03/20/98 SP N/5 06/12/98 sP 08/14/98 SP • • ANCHOR SCHEDULE ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 114- RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE) 1 3/8 - MIN. EMBEDMENT IN CONCRETE 1 114- MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES TznamilratTam‘03:.- (MASONRY SCREWS) 1/4 RAWL PERMA-SEAL. TAPPER 1/4 ELCO PANEL MATES 1 1/T MIN. EMBEDMENT IN CONCRETE 1 114 MIN. EMBEDMENT IN BLOCK 13 7 13 13 12 8 : 4 11 1 12 16 9 8 168 7 15 7 5 12 13 I 16 9 9 ..... 11 : 13 16 8 7 11 10 11 15 7 : 6 10 11 16 . 11 10116 16 10 8 14 16 9 7 12 ROBERT . • MONSOUR, PE EB —0006024 EFIGINEERING, nc NOTES: SPANS AND LOADS SHOWN IN THIS SCIEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND/OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDI17ONS THAT ARE NOT ACCEPTABLE. IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUi ILN SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING W:TH WE SOUTH P OR A BU:LDING CODE DAT' 0 a • BY Ira% vwn ---dr 2 A PRODUCT CON L DIV:S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C l — 0301-1-0.a • 1 R 03/70'4s BY /98 SP 06/12/98 s 0P 08/14/98 SP r. 0 0 0 0 -7 6 t ' NOTES: C WOOD LAGS 1" MINIMUM TREAD PENETRATION 16 13 : 8 : 13 13 14 11 6 13 13 12 ..._.- - 1 6: 5 8 9 10 4 3 5 4 16 : 13 . 10 13 16 13 7 13 14 7 6 9 12 4 5 6 13 12 . 13 13 13 9 13 13 WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1" MINIMUM TREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 1/4" ELCO PANEL MATES 1 7/8" MIN. THREAD PENETRATION 16 13 8 13 13 14 : 11 - 6 13 13 12 6 5 : 8 9 SPANS AND LOADS SHOWN N THIS SCHEDULE ARE FOR DETERMNtIG ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE IT 51L4LL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADORIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR M4SONRY. O R S C H E D L i ROBERT . _ 1{ONSOUR, PE EB- 0006024 B4t1T EII GINEERU1G, IIC APPROVED AS COMPLYING WITH THE SOUTH FLG'ICA BUILDING CODE DAT 9 `o O\ 19 SS BY PRODUCT COrttOI D!V S ON BUILDING CODE COMPL'.NCE OFFICE ACCEPTANCE NO q C 6 - 0 `[ • 03 11 • w w u o w E • Ljo z ' n M J xs Li 4 W Q o z � o Y W . 3 0 n r. 1- W I .. • sEV /J BJU 01/10/98 98001 7 ,m�