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445 NE 94 St (4)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5\15 Job Address s " Tax Folio 1\ -5 a0U 0 Legal Description Owner/Lessee / Tenant \ A (r°,y\ (. - I - CS C3 I\ 0 `(1 Master Permit # 9/0 (3l Owner's Address 1 445 N E 0 14 S� Phone Contracting Co. C-1-`\ ��� V1 W � YV 1 !) Address - 7173 to 03 5 SA Qualifier !O rix :IA_ ) i rQx1 bat SS# - -' Phone 51'5 . 3 3 2 S t a t e # C,C C , 4 0 1 7 5 4 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN vn Fi 1\ I0 Frtx\c' Al 0 OriTS — E\ 1\\ S WORK DESCRIPTION Estimated Cost (value) �1 acco 9 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 constructi and zoning. Furthermore, I authorize the above -named contractor to do work slat-.: P; f, .1 14 wner and/or` ondo President 1 e F a NO'T'ARY SEAL JOSEPH DAVFFZ ARY PUBLIC STATE OF FLORA COMMISSION NO. CC828525 MY COMMISSION EXP. APR. 21 Signature of o er n Not. f to • My Commissi - FEES: PERMIT / D an Or Condo President Date Date Historically Designated: Yes No � 5c1- 1a5LO Signature of Copt actor or Owner- .uilder Date 111 110 Not. as to ontractor or 0 er- Builder Date My Commission pires:0 I CIM. NOTARY SEAL JOSEPH DAVFFZ NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CCB28525 MY COMMISSION EXP. APR. 21 BOND 2 ® TOTAL DUE l // "� NAME: l��y) i AI, 141i( . c ti N L) ADDRESS: 4- iv. C - `( 5 7. CITY: tika Wlj Skid e) COUNTY: INSTALLER: PHONES: HOME:)5 -I2-5 OFFICE: TYPE OF INSTALLATION: { Colonial 4/ Plain Impact Non- Impact or Ro 1)) c rQ 03 0, ro-,) 1 / 71s'' DIAGRAM CONTRACT DATE: / / 6 t ' CONTRACT NUMBER: 3 1-4 6 MEASURE DATE: S � 2 eC/C' SALESMAN: -Jcc'- Oth : LOOKING: OUTSIDE/IN FRONT OF HOUSE 4_,10 fb- c "414nQp , �� �' 012 r�lf�hl J WHITE - OFFICE / YELLOW - CUSTOMER / PINK - SALESMAN CUSTOMER SIGNATURE Wood Steel Wood Type Window Out: ATW SH DH Gate City Casmt. Casmt. Jal P.W. Type Window In: GSD RES. DOOR OTHER Cmt. Horz Full Store , / Alum STYLE: ATW DH SH Slider GSD P.W.F. View Front 1/ Door Std. Vt. 2/2 2/2 OX 2d2t 3/16 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. Temp. A/C Instructions: K.O. NC NC Reg. Wall Ven PW Mulls Fixed Operable Caulking MASONERY: Inside Plaster Outside Stucco Operators r1. SILLS: Marble B/N Cera i>r R/H 1 White FINISH: Anod. BRONZE White Esp. UH Grey Block -up Sq. Ft. Bin Blk 4 in. Bik DIRECTIONS: MIAMI -DADS PRODUCT CONTROL NOTICE OF ACCEPTANCE Acceptance No.:98- 0304.03 Expires:10 /O1 /O1 Approved:10 /01/98 Internet mail address: postmasters @buildingcodeonline.com 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 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: ht tp: / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0304.03 APPROVED : OCT 0 1 1998 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 01 2001 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: "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. iT Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 98 -0304.03 - 3 - APPROVED OCT 0 1 1998 OCT 0 1 2001 EXPIRES . 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 tit • Helm A. akar ? Y .E. - Product Control Examiner Product Control Division o \� 050 A01L 1 VARIOUS DEGREE CORNER PAN .030 AOrL CORNER PAN 3' m N ■ 1 N 7/16 y �.125 MOIAV7ING HOLES 12 1/2' QG CROSS SECTIONS 2 3/8' 1 H1 2' N a. a. .093 N 11 .093 11 29/32' , VARIOUS TYPES OF F - TRACK NOT SHOWN 1 1/2' T1 1 11/2'1 3 7/8' 1 3/32' 3 7/32' 3 1/32' I 3 7/32' 1 7/8' RETURN .060 MIN. m N 7/8'1 3/32' 3 7/32' 1 3/32' VARIES 1 1 I 5- MAMA/ SPECIAL NET PANEL SECTION 1 ) 0 ( "-3 .7 f4" VARIES BLOCK /NG .060 MIN. 57U0 AMY BE RVTALLED a1 REVERSE DIRECnhN k urrl 2' 11 L3H 1/8' MIN. ), 2 1/4' L1H ALL S71A]s s,r ( 717 ) ALL APPVG1Xan5 ANGLES STUDDED IN MULES slLOam 17 5}l0R7ER LEG ONLY 1/4 -20 X 3/4 18 STAINLESS Snit KNURLED sTUOS 12 1/2' O. RFFFR 10 AMY. CATIONS col 9(EE75 2 t 3 ANp1OR UOUINIIP'C H 5 LOUIE, ON ETTHEA MOR2ONTAL 424 VORTICAL LEG, O ®AN°® STUDDED ANGLE DETAIL COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItSI /NC AND 2315 IMPACT 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 GE ALLOY 6063 -T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL. ASTM A653 SQ GRADE E MIN. Fy - 80 KS.L MINIMUM VALUE HOT DIP COATED. 117TH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE 70 THE DETAILED SPECIF7CA7ONS HEREIN. 1 8 MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 1 1/2' 7HE FOLLOWING OR EQLL4L WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4 DL4. RAWL LOK/BOLT ANCHOR ( SLEEVED DRNE ANCHOR ) MIN. TENS /LE 1190 - MIN. SHEAR 1520 - 1 1 /8" MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. 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 - MIN. SHEAR 1980 - 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 7 1/4' MIN. EMBED. IN MASONRY 1/4 ZAMAC MAILIN BY RAWL ( ZAMAC HAMMER DRIVES ) MIN. TENSILE 980 - AIIAL SHEAR 1400 - 1 3/8 MIN. EMBED. IN CONCRETE MIN. TENSILE 730 - MIN. SHEAR 1320 - 1 1/4' MIN. EMBED. IN MASONRY ANCHORAGE TO iiUOO CONSTRUCTION SHALL BE 1/4 SKLL LAGS OR LARGER W77H 1' WM THREAD PENETRATION, 1/4 -20 BRASS W000 BUSHINGS OR 1/4' ELCO PANEL MATES WITH 1 7 /B' M /N. THREAD PENETRATION. REFER 70 SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SK4LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 7HE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH, INC. HL4LE4Y, ft ' DADE COUNTY PRODUCT CONTROL APPROVED WARNING TO OW NET OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACH OPEN ING, STATING - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REJNFORGNG STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED PERMANENT FASTENER COMPONENTS, EMBEDDED ANCHOR B0L75: THREADED CONES OR METAL SHIELDS, NOT W USE, MUST BE PROTECTED AGAINST CORROSION. CONTAM/NA77ON AND DAMAGE AT ALL TIME: ROBERT S. MONSOUR, PE VO_nnnan9A AP ?RC'1ED DS COMPLY:NG WITH THE SOUTH FLOR;DA BUILDING CODE D.vTC � - •� - 19 % BY ir'7.�. . , P ° CDUCT CO.. , t DIV!SiON BUILD;NG CODE COMPLIANCE OFFICE ACCEPTANCE NO C S -0 304 .O3 24 ga. v Q LAJ Z REv►SIOrLS er 03/20/98 sP 06/12/98 sP 0 8/14/98 SP NOTE * DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" A OBSTRUCTION FLOOR PLUG AND MMC'fPE SCREII ANCHOR 12' 0.C. FTLL STORM PANG (7iP,) DETAIL 5 DETAIL 9 oR0 CORNER A W RY OR O FL NCE AUY BE REVERSED 0 0 . 00R® HEADER or 52L SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS PANELS AMY BE ADDED 70 WITH A MAXDIILM ADD -ON OF r FASTENED TO PANE7 BY THE USE OF /64 POP worn 3/16 TUBULAR RIVETS OR 10 -24 U BOLTS 16 O.C. • 1/4 - THRU BOLT W/ LOCK NUT 12' O.C. R£TI.RN PAN WOOLS .57ZES 1/8 X 1 1/2 FLAT BAR SILL swam; M1TH **chum PLAN VIEWS SEE ANCHOR SCHEDULE CONNECTION 'TYPE "C" C HEADER or SILL DETAIL 2 REIURN PAK ANGLE; MBE OR 11000 MUST BE USED ON ALL BUILD OUT COMMONS TD CLOSE OFF ENOS E -• NOTE* 7 5/B' MAx X SLOT= MOUNTING ?CLZ AMY BE us ED 91 CENIDI H¢8 Or PANEL 7YP. FOR ALL SPECIAL PAN APR - CATIONS. 1' AIN. DETAIL 6 'Nate* • 715 PSF MAXMJr4I • = ''EI ORO HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 774RLI BOLT iV/ LOCK NUT 6' 0.C. USED AS HEADER OR SILL SEE ANCHOR SCHEDULE CONNECTION TYPE "E" DETAIL 3 RO HEADER or SILL MAY BE INSTALLED IN R£YERSE DIRECTION AS IN DETAIL 6 DETAIL 10 SZL ON BOTTOM INSIDE CLOSER PAN ASSDVBLY GPIIOIWL USE OF 1 AN1C2E FOR PURPOSE OF ITALL 1 /4.-x ear PAN MANDLE 1117113 130177 a►C EACH SIX vAN¢ MoraLED AT BOTIDY Dice w ev cft) AND E. • • NOTE* • • R® CONTINWUS BLOCKING 3/16 ANGLE BOLTED TOGETHER MMIH 7/4 -20 THAT! BOLT II/ LOCK NUT 6' O.0 USED AS HEADER 0.4 SILL ® CONTINUOUS BLOCKING J/16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4' MASONRY SCREW 3" O.C. 3; AI/W EDGE DISTANCE POURED CONCRETE ONLY MAXPAL 4 PANEL man 96 .' ';.: • MAXIMUM GAP BETWEEN STROM PANEL AND D.La SHALL NOT EXCEED 1/4" 1/4-20 r 3/4 JOW ID STUDS AS VIEWED FROM FRONT VIEW WITH llA,SIlET7ED *PIGNUTS (TIP. 1 .•. • SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 1V 0 i SEE ANCHOR SCHEDULE CONNECTION TYPE "A" E0 E0 DETAIL 7 NOTE: CONTINUOUS WOOD BLOCKING VARIOUS SIZES \E.D. E.D\ ROBERT S' MONSOUR, PE FR- •fl(1nA(1 7.4 OR OTHER HEADER or SILL REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE ir COW OR DOSR OFoallo 2 3/4' MAX NOTE' PIAXPA1►1 IMPACT' STORM PANEL HORIZONTAL INSTALLATION ELEVATION VERTICAL INSTALLATION ELEVATION SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" OR® CONTINUOUS BLOCKING BOLTED TOGETHER 117TH 1/4 -20 THRU BOLT W/ LOCK NUT 12" O.C. OR C) CONTINUOUS BLOCKING 1/4-20 x 3/4 KNURLED STUDS - WITH WASHERED WINGNUTS 12 1/2" 0.c (1YR) STORM PANEL MAY BE mcgo m vER7A:4LLY OR HOR IZONTA1Lr DETAIL 11 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 MIN /MUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE AP C'iE? AS C I :4PIY;N'G til :d THE SO i :i F LOTht SU.LO ::G CODE BY DATE_ 1 . 0 PRODUCT CO. , ROL DIV :S Cat • BUILDING CODE CC` &PL:ANCE OFFICE ACCEPTANCE NO q 8 -0304-03 REVlSiOMS BY 03/20/98.sP 06/12/98 SP' 08/14/98 SP 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY • . CONNECTIOti TYPE "Ad REFER TO DEFECTION CHART GLASS R STORM PANEL CONNECTION 1/4 -20 FLOG" PLUG WITH 1/4 -20 BRASS W000 BUSHING HEADER OR SILL INTO WOOD DETAIL 15 SERVE THRU WINDOW NOTE: THE METALTECH STORM PANEL MAY BE 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 13 � 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" 1 1/4" MAXIMUM WOOD COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL a ,P� I' 1 " MIN. ALL ANCHORS 12" O.C. DETAIL 19 SEE ANCHOR SCEDULE FOR ANCHOR TYPES DETAIL 16 NOTE* 1/4" PANEL MATE SCREW W177 14 -20 STUD HEAD s' W1171 W, 4SH ER ED WINCNUT ' • HEADER OR SILL WOOD, CONCRETE OR MASONRY E :" k• Dr: . CONNECTION TYPE "A" ®ov®IHEADER of 5111 L10MTWUOUS BLOCI LNG 0R® 1/4" ANGLE REFER TO DEFECTION CHART GLASS Yiaalloat STORM PANEL 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY TION TYPE "A" SCREWED OR BOLTED TOGETHER WITH 1/4 Z7IRU BOLT W/ LOGO MIT 12' O.C. DETAIL 17 1/4-20 MA.SHIN£ SCREW ANCHOR $ 7TFf S1DEWALK BOLT OR 1/4" MASONRY SCREW 4" O.C. 3" MIN. EDGE DISTANCE POURED CONCRETE ONLY 69.6 PSF MAXIMUM./ PMEL HEIGHT 1O9" MAXMMUII DETAIL 20 ADJUSTABLE HEADER OR SRI PANEL SECURED WITH WASHERED W/NCNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE: * AL Qt vc STORM PANEL DO 00 IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE /NTS4LL INTO W000, CONCRETE', MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EOUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE - OR SUCURELY ATTACHED TO FRAMA ffl ` R CT I _1INC WITH THE SOLTF LnIDA BUILDING CODE Q DATC ► QL tg 1V BY •41 1 PRODUCT COIN rL DIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Q 1 t - 03 04 -0'; ROBERT S. MONSOUR, PE EB- 0006024 M1i E7IGIIIEEQ9IG. nc. NOTE:* e � . CONPECT)ON TYPE "A" li 1 1 GLASS .,, 1 , CONIECTIO!'1 TYPE "A" PMST ICCO INSTALLATION DETAIL 14 EADER or SILL MAE u a �' :N * SEE ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 18 i REVISIONS B Y 03/20/98 SP 0 4/20/98 sP 06/12/98 s p 08/14/98 sP O 0 O CO ■ 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"-104" 104"-124" WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" PANEL HEIGHT 0 o►a 90-724" WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD. OUT 2 5/8" 3 3/4" • THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. NC Q Nt- N 24 ga. STEEL 3. 8 . 11 HORIZONTAL BRACE STRAP 8 • FRONT VIEW SIDE VIEW 1 124" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED FASTENER MUST BE IN NORROW POR770N OF KEY HOLE MOUNI7NG HOLE MAY ALSO BE A 9/16" DIA. CIRCLE DETAIL "G" ti 1 1/4 -20 STUD WITH WINGNUT 12 1/2" 0.C. HEADER AND SILL EXPLODED ASSEMBLY PANEL D CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP 1 /8" X 3/4" FLAT ALUMINUM BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM G4P BETWEEN PANEL AND HEADER LS 1/4" (TYP.) DETAIL "F" MOD PANELS MAY RUN CONTINUOUS BY WIDTH EITHER HORIZONTALLY OF VERTICALLY DETAIL 13 ON SHEET 3 DETAIL 3,4, & 8 ON SHEET 2 DETAIL 13 ON SHEET 3 WALL MOUNT ANCHOW.0 PAWL TOP & BOTTOM NO HDR. OR SILL DETA2 3,4, & 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL WALL MOUNT ANCHORING PANEL TOP & BOTTOM WITH STUDDED HDR/SILL 1 FRONT VIEW SIDE VIEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICAT70N DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3,4 AND 8 ON SHEET 2 WALL MOUNT WITH HDR AND SILL ROBERT 'S. MONSOUR, PE EB- 0006024 Q6'T1 ENGINEERING, Inc 124" MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN CLASS AND PANEL DETAILS 5. Z9.10 AND 11 ON SHEET 2 DETAILS 5, 7,9,10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS BUILD OUT IW7711 HDR AND SILL DETAIL 2 ON SHEET 2 • DETAIL 16 ON SHEET 3 DETAIL 4- ON SHEET 2 INSIDE MOUNT WITH hVR. AND SILL APPROVED AS COMPLYING WITH THE SOUTH FLO?IDA BUILDING CODE q DP.Tt J � � o• C9\ 19 BY PRODUCT CON iOL DIV.S ON BUILDING CODE COMPL;ANCE OFFICE ACCEPTANCE NO q -t o'4 03 REVISIONS BY 03/20/98 SP 0 6/12/98 sP 0 8/14/98 SP ', U v czz W o CrN C 0 CO W SZP /,Ras IRMO 101/76/so SHOWN 99001 aor 4 7 ,=CS ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE A N C H O R S C H E D U L E ANCHOR TYPE ' PANEL 114' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1B" MIN. EMBEDMENT 1/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES -I1X-\1 2-1-1-MIXI (MASONRY SCREWS) 1/4' RAWL PERMASEAL TAPPER 114- ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 1/4- 20x718', 1R'DIA. RAWL CALK-IN (MACHINE SCREW ANCHOR) 718' MIN. EMBEDMENT 68" SPAN 88" SPAN 105" span 105" span ED. 3" 2 1 1/4' 3" r 1 1/4' 3" r 1 1/4' 3' 124" span 2' 1 1/4' 3 68" SPAN r 1 1/4' 3' 88" SPAN 2' 1 1/4' 3' r 1 1/4" 3" 124" span 2' 1 1/4" 16 13 1 16 13 9 13 13 16 13 7 13 13 16 : 13 8 13 13 16 13 10 13 13 16 13 7 13 : 13 16 : 13 8 ... • 13 16 13 5 • 13 • 13 16 13 • 6 • 13 [ 13 16 . 8 11 12 15 • 7 5 10 11 15 A I B I C I D I E 14 5 12 4 13 11 10 POURED CONCRETE CONNECTION' TYPE 7 5 6 4 6 12 13 16 13 8 13 1 16 12 6 13 13 14 11 5 13 13 15 7 6 10 11 13 : 6 5 9 10 12 6 4 8 9 UP TO 59.6 PSF CONNECTION TYPE CONCRETE BLOCK A I B I C D I E 13 • 13 13 13 _ 13 10 13 13 16 13 8 13 . 13 16 9 8 12 : 13 16 ........ _ 8 .... 7 11 12 15 7 5 : 10 11 15 5 14 5 6 6 5 5: 12 4 4 6 5 16 13 10 13. 13 16 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 : 14 13 6 13 13 1 3 10 6 13 _ 13 12 9 5 12 12 11 8 4 11 11 8 10 5 4 7 7 9 4 4 6 7 4 16 13 . 13 • 16 . 13 .:_ 7 _.. 16 13 6 13 . 13 15 14 5 5 12 • 4 16 16 13 15 13 15 13 12 a'Mm CONCRETE CONNECTION TYPE 13 B I C I D I E 3 7 13 13 6 13 13 UP TO 71.5 PSF CONCRETE BLOOC CONNECTION TYPE A B C D E 16 13 .... : ... 11 13 13 16 - -- .. 13 • 9 13 13 16 13 7 13 13 16 8 7 12 13 16 9 8 12 13 • 16 -.- 8 ....._ 6 • 10 .:._ 12 16 -... 8 .... • 7 15 : 7 5 9 10 15 7 • 5 9 11 6 5 1 15 5 7 7 6 14 • 5 • 6 6 5 12 4 4 6 5 1 4 13 . 7 13 _ 13 13 13 6 13 13 12 12 5 12 12 7 6 10 11 • 11 5 5 7 8 6 5 9. 10 10 5 4 6 7 6 4 8 9 : 9 4 4 6 6 ROBERT S. MONSOUR, PE EB- 0006024 na+r C7 . lNCCbtN WV' NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE 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 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 INTSALL INTO WOOD, CONCRETE OR MASONRY . APPP.D7F.D AS COMPLYING WITH THE SCUT? LCilDA BUILDING CODE T` { O l 19 ? : C'J's.i 0L D:V:S ON SLILC:t;G CODE ( CCMPL:A.NCE OFFICE � 10 3 . ' 0 30 1 A-03 • REVISIONS BY 03 /20/98 06/12/98 08/14/98 sP sP SP 1 3 ' 1 6 • 13 13 13 13 16 13 9 13 : 13 _ 13 13 13 16 ` 13 : 7 13 H 16 68" SPAN r 16 13 12 • 13 - 13 -- 16 13 7 13 13 _ . . 16 10 • 13 : 13 15 13 6 13 : 15 1114' 16 : 13 ' 10 • 13 • 13 16 • 13 6 13 1 13 16 • 16 8 13 : 13 14 ° 13 . 5 • 14 14 88' SPAN r 16 • 13 _ 12 • _ 13 • _ 13 16 13 10 ' 13 . 13 16 • 12 7 13 : 13 • 11 6 .._.. : 13 : 13 16 11 1D ' 13 • 13 16 ; 10 8 ° 13 : 13 13 : 6 12 6 : 6 9 : 10 5 . 8 9 ._.. r 11/4 16 : 13 : 8 : 13 13 -.--- 13 10 5 • 13 ; 13 16 : 9 7 : 12 13 11 1 5 - 4 7 • 3- 16 : 1 1 : 10 ` 13 13 13 6 9 ._.. : 10 16 7 : 8 9 7 105 span 2' 16 10 i 8 13 13 12 6 5; 8 i 9 .... -. ..... 16 € 6: 7 8 ..-11 6 10 4 4 5 4 1114' 16 • 9 7` 12 13 11 : 5 4 1 7` 8 16 ' 6; 5 7 6 1 9 3 3 4 3 3- 16 7 8 9 7 11 4 S 5 4 •• _ -�'= ; °. - = -- _._._._....._ : ... —. __•_._._ - � ... —.._ ?- _ . use -C i• 7 :•y ,- '.,y a �r ._— 2 124' span 16 6 7 • 8 • 6 10 4 4 5 • 4 _- >' _ ? 11/4' 16 1 6 6 7; 6 9 1 3 3 4 3 r 16 13 13 13 13 16 X13 ' • 9 13 1 13 16 1 13 13 13 € 13 ': 16 13 8 13 13 68' SPAN 25" 16 13 13 13 13 16 13 8 13 13 16 13 11 13 13 1 16 13 6 13 13 r 16 13 11 13 13 ` 16 13 6 13 13 16 13 9 13 13 1 14 13 5 13 13 r 16 13 13 13 13 L16 12 7 13 13 _ 16 13 11 13 13 1 13 6 6 9 10 88 SPAN 25" 16 13 11 13 13 14 11 i 6 13 13 16 _ 12 9 1 13 13 12 6 5 8 9 r 16 13 8 13 13 13 10 5 13 13 16 11 : 7 13 13 11 5 4 7 8 r 16 13 11 13 13 13 6 6 9 10 16 8 9 11 9 11 4 5 5 4 105- span 25 " 16 12 9 13 13 I 12 ; 6 5 8 9 16 1 8 7 10 1 8 10 4 4 5 4 r 16 11 7 13 13 11 1 5 4 7 1 8 16 7 6 9 7 1 9 1 3 3 • 4 3 r 16 8 9 1 11 9 11 • 4 5 5 4 % =- ' % =3F�= 124' span 25" 16 8 I 7 : 10 8 10 4 ` 4 : 5 : 4 a ' b L f � 16 7 6 • 9 . 7 . 9 . 3 i 4 • 3 ,. % _ - . ~v..4., i4- :fr- ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE A N C H O R S C H E D U L E ANCHOR TYPE ' PANEL 114' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1B" MIN. EMBEDMENT 1/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES -I1X-\1 2-1-1-MIXI (MASONRY SCREWS) 1/4' RAWL PERMASEAL TAPPER 114- ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 1/4- 20x718', 1R'DIA. RAWL CALK-IN (MACHINE SCREW ANCHOR) 718' MIN. EMBEDMENT 68" SPAN 88" SPAN 105" span 105" span ED. 3" 2 1 1/4' 3" r 1 1/4' 3" r 1 1/4' 3' 124" span 2' 1 1/4' 3 68" SPAN r 1 1/4' 3' 88" SPAN 2' 1 1/4' 3' r 1 1/4" 3" 124" span 2' 1 1/4" 16 13 1 16 13 9 13 13 16 13 7 13 13 16 : 13 8 13 13 16 13 10 13 13 16 13 7 13 : 13 16 : 13 8 ... • 13 16 13 5 • 13 • 13 16 13 • 6 • 13 [ 13 16 . 8 11 12 15 • 7 5 10 11 15 A I B I C I D I E 14 5 12 4 13 11 10 POURED CONCRETE CONNECTION' TYPE 7 5 6 4 6 12 13 16 13 8 13 1 16 12 6 13 13 14 11 5 13 13 15 7 6 10 11 13 : 6 5 9 10 12 6 4 8 9 UP TO 59.6 PSF CONNECTION TYPE CONCRETE BLOCK A I B I C D I E 13 • 13 13 13 _ 13 10 13 13 16 13 8 13 . 13 16 9 8 12 : 13 16 ........ _ 8 .... 7 11 12 15 7 5 : 10 11 15 5 14 5 6 6 5 5: 12 4 4 6 5 16 13 10 13. 13 16 13 8 13 13 16 13 7 13 13 15 13 7 13 13 16 13 6 13 13 : 14 13 6 13 13 1 3 10 6 13 _ 13 12 9 5 12 12 11 8 4 11 11 8 10 5 4 7 7 9 4 4 6 7 4 16 13 . 13 • 16 . 13 .:_ 7 _.. 16 13 6 13 . 13 15 14 5 5 12 • 4 16 16 13 15 13 15 13 12 a'Mm CONCRETE CONNECTION TYPE 13 B I C I D I E 3 7 13 13 6 13 13 UP TO 71.5 PSF CONCRETE BLOOC CONNECTION TYPE A B C D E 16 13 .... : ... 11 13 13 16 - -- .. 13 • 9 13 13 16 13 7 13 13 16 8 7 12 13 16 9 8 12 13 • 16 -.- 8 ....._ 6 • 10 .:._ 12 16 -... 8 .... • 7 15 : 7 5 9 10 15 7 • 5 9 11 6 5 1 15 5 7 7 6 14 • 5 • 6 6 5 12 4 4 6 5 1 4 13 . 7 13 _ 13 13 13 6 13 13 12 12 5 12 12 7 6 10 11 • 11 5 5 7 8 6 5 9. 10 10 5 4 6 7 6 4 8 9 : 9 4 4 6 6 ROBERT S. MONSOUR, PE EB- 0006024 na+r C7 . lNCCbtN WV' NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE 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 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 INTSALL INTO WOOD, CONCRETE OR MASONRY . APPP.D7F.D AS COMPLYING WITH THE SCUT? LCilDA BUILDING CODE T` { O l 19 ? : C'J's.i 0L D:V:S ON SLILC:t;G CODE ( CCMPL:A.NCE OFFICE � 10 3 . ' 0 30 1 A-03 • REVISIONS BY 03 /20/98 06/12/98 08/14/98 sP sP SP 1 ANCHOR ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 13 I . 8 6 " 12 13 16 13 11 :13:13 16 13 9 16 13 7 " 13 . 13 16 8 . .......... 13 16 ... 9 9 12 13 .. 16 7 ... 7 11 13 15 7 5 10 11 15 . 7 6 10 • 11 1/4 RAWL ZAMAC NAIUN DRIVE (HAMMER DRIVE ) . 3/8 MIN. EMBEDMENT IN CONCRETE 105' span 1 1I4 MIN. EMBEDMENT IN BLOCK 1 VARIOUS HEAD TYPES r-I-Zralr-Ta (MASONRY SCREWS) RAWL PERMA-SEAL TAPPER 1/4 ELCO PANEL MATES 1 117 MIN. EMBEDMENT IN CONCRETE 1 1/4 MIN. EMBEDMENT IN BLOCK • . . SCHEDULE ROBERT . MONSOUR, PE EB -0006024 RAT6 ENGINEERING, RIC NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE 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 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 INTSALL INTO WOOD, CONCRETE OR MASONRY. APPROVED AS COMPLYING W•H SOUTH P OR DA BUILDING CODE DAT' " BY if PRODUCT CON L D1V:S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO THE REVISIONS 03/20/98 SP 06/12/98 sP 08/14/98 SP w w u-s 2 5 6 0 CZ 0 CO SEP/11?t3/1M1 errwom 7 01/10/98 =RC SI#Oltri 98001 WOOD APPLICATIONS • UP TO 59.5 PSF UP TO 71.5 PSF UP TO 81.5 PSF UP TO 91.4 PSF CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE DIA SPAN A B C D E A B. C D E A B C D E A B C D M BRASS WOOD BUSHING • r MIN. PENETRATION 1I$20 68' SPAN 14 11 : 8 4 3 4 11 4 6 A 3 . ',. • - . 13 --. 11 7 . ,," . a - •-• 12 ----- 9 12 4 i 5_ .... : 3 : 6 : -•••••----... ***** : : .:---•-•:::.:::., 7 8 3 3 ..----- g.-. $-.,,,.-,-..,:e.-.:.,..,:s.n:::, .: , .._:- .....t - •- ..:„5,,i..:;.:. ; ^ •-• •-f ' :,. g'.1 '-- ' '" '^ -4 , t-,-1'..•.....A 4 • • ` :....44 ,,3 ''s 3 .. ,:,..- ...„,,,z,_ ■.,:, .... , •-..-e. . ■ :''' .. t. ... •:••:;•:,, Ar:: 1,-.- - <4 :,. • • 88' SPAN * 105SPAN : - ..,:r.,=:,.. =,•:=4:i.:•tit :-- 0:`;;.0 . '-i'.f...T.;`- e tailattg c .•....1•?: , .;:•e.:::'... 124" SPAN 8 f 1" MINIMUM 1' MINIMUM 1" MINIMUM WOOD LAGS TREAD PENETRATION ZU \ WOOD LAGS TREAD PENETRATION - WOOD LAGS TREAD PENETRATION 1/4" .- . 5/16 3/8- 68' SPAN 16 , 13 • 11 6 13 13 7 4 13 13 8 5 8 1 : 6 13 . 5 : 8 : ' "" " - - ' - " ' 3 5 . 10 : 13 • 7 • 13 6 9 5 6 11 13 . 9 13 7 • 11 6 6 , ' . ' . - ,.... " 13 ____ 9 * 4 13 13 10 4 13 13 12 5 • 15 : 12 • .. _ 10 E ,„• -z'r;i;-"i'- 16 ' ' 14 12 16 16 14 — • ' 16 16 i 15 --,.--. -, ..ivo* - .77 7 , 13 i 6 : 13 : 13 .14 • . 6 : 5 8 : 9 10 - • w..1 : . : iTr.„,_. '''&" ti ';-:-,- :.-..,:..-•.‘„.‘,....,.. ga,-:.K.::,,, 13 : 8 : 13 , 13 16 7 : 6 : 9 .1O 12 • , ---- , „,..-_,...... ; ;•:.:.,,, : -' , .:,..;:24., 4 • 5 . 6 • 4 s .,,,,-. .7%.,, . — • .,,, . , _ - 0.--,...-.-- ,1,A 4.„,,.. --, 4„,.. a ,,,, :_. ,_-,•-..t,: - - ' - • - 13 ' 9 : 13 13 16 8 7 • 10 . 12 14 _ 5 6 6 • 5 '----". -=,•-• • ••••_-- `1......:4;47-...=- , y4' - -°- " .:::-.,'" ,.., .:.,... --,; '''''.5"."7.k..x.*"' . ' '''''" 13 • 10 13 • 13 16 8 ; 8 : 12 ; 13 m 16 .,,,....- 5 - 7 7 : ..v.,......e.,,,.„,.-•,:.... , ,,r,„„, , •••g.„, --, -;‘,........47. , -,.. , - , ,,1---,-_,:t iwi•-.:,-..-.-e< :.. _,,,. • ,...• - . -4- .:,..-.-•----•-•<., - ,---% ,....,a•t - 9 4 - 10 5 '',.....— '..0'''''L.:" 3 -- .:- . 12 5 • '''' m.••■. : 13 6 .,......k,., 6 4 • •..! 7- 7 5 . ...t..'?::-e4 .•=;•.F.1,- - -"- : 8 i 6 _ ' - ' - "4' ' ''.,,lel ". ...W......-....:„.., • , 9 7 :.•,,,--;=-,_ , 13 i 13 : 5 : 4 ...s4Witlr , , . ,411 : 13 13 : 6 ' 5 -.- .I - 7 '— i 13 : 13 : 7 : .6 .. .. ., --z---, f- ,4'47i:71 13 13 1 8 Z . .. , . _,-.„-_:.---F- -.,-,...2-4,-;-- 12 9 •.•- f ';';•:_ 14 11 -7., :.. --,-„:.---.......z-L.,, ..:?'....t....t.......... 16 13 .0--s> ' :•;:. '.• 16 t . 14 ,...,,:----1-•-::-v.'R-•,•,•-•;,I-•'•-e'.;ir”z1:,',i'e' .-„E:14,• . 6 5 8 4 ..„. , - .:1:: - _ -- 9 i 5 ,........,.. 11 5 _._ 12 6 -- 9 3 ,,,,„..,-.. •.$:- • ;; : 11 : 3 ' 13 ..... 4 ::fe,, - 13 4 ,---,•,- - ----- 3 '' E 7 i 4 ' . 7 8 : 4 -----7 " : -4 :•11 - ,17,70 , 1:::11,■ - •.^:t12=-", , ,..r.............4....f • 9 . .,: . .. 7 : :... z _ . le, .._ . 4 \-,--.;4, ,•: 6 5 <...-:,...... : 7 : 6 88" SPAN 14 : • • . : 105" SPAN 12 124 SPAN 68" SPAN 10 16 16 88' SPAN 105 SPAN 14 12 16 124 SPAN MI" SPAN 88 SPAN 16 16 105" SPAN 124" SPAN 13 : 8 : : 4 ...ft.z., ,. 1" MINIMUM \ -M- WOOD LAGS TREAD PENETRATION 7/16 68 “ SPAN 16 : 13 13 9 5 : : 12 • 13 9 13 8 12 7 7 • 13 13 13 6 8 8' SPAN 16 105" SPAN 16 15 124' SPAN & ra dB pmu.11.11.1.;.- 1,, 68 " SPAN 16 : 13 11 6 4 8 13 - 6 13 5 8 : 3 • 5 . . 13 13 9 4 6 15 13 :: 1_3 - : 5 8 _ 12 6 10 _ : I ,..,...-:.-1. - '--7-z...--.:,,,,,til- '=:. .W. 13 14 9 104 : ::, _.„.... „...„.. . - •;‘... n=••= 9 . ; % .7'.'n , :' - 't'"?‘ ".-----.-•,• 6 : 13 • 13 4 : 5 : 4 - ... - ' , ., , *'' , ..7 , - , -.7....F..' , -1 •-•-.., , - -=,:, 12 : 6 : 5 i 8 9 ; 3 i 4 4 - -- - •-- ..,... 0-.......,-.-z,......,,,- ....,., c--.... ..;• .4:„ ,t-.:;?;;,-,,,--,:::.:;.:,•rc,7----..-,.._, -- 5,...■..., .Z ,-''''''.-:„ -,..... , _„-, „. , , ‘,.... .. _ --- ....,.. ,. ,„. . : 9 3 .4 88 SPAN- 1/4 ELCO PANEL MATES " 1718" MIN. THREAD PENETRATION 105 SPAN 12 -. - -ts , -.' , ' , .-.-1 ''''.., - 124" SPAN 10 r 1/4* 68* SPAN 16 : . 7- ' 13 11 6 4 . 8 i 6 : 5 ; 3 . 13 13 : 8 5 : : : ' 13 13 9 4 15 13 6 6 5 13 8 13 14 9 10 :,.r-4•-•°:'---."'::-:;-.F;V:„V:,...,44..-'7,3-',";:t.11P--Tf7:--3-7-::#4'itZt=:" ...--ms,1 E - ..'17 9 4 6 4 - • ' - ----- , -,,,-•••,-..- 13 13 12 6 4 9 3 e-F -.. e.".•,-....c..s- 5 „ 8 4 4 :K-5.-igt1 ,-. . :s.":- xr.......t.•-:. - 9 3 - ' 88- SPAN 14 12 : 5 '• ''''''',7:;-,i.-- 1/4' ELCO PANEL MATES 17/8" MIN. THREAD PENETRATION 1 SPAN 12 10 10 : -- '''' ' " -. ;-`"---:- , • • •?;;R'''''''` 4, ---.1. --, 4 - -.: , •-i 7 r•- • '";•- -:- 124" SPAN ..: ..-----", % • ANCHUN NOTES: SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACE4G ONLY. FOR ALLOWABLE SPANS VS. DES1Ci1 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 SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO VERIFY 771E SOUNDNESS OF THE STRUCTURE TO 147771 STAND THE ADOMONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM WY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. 3 C; Ht. VUL ROBERT . lidiSOUR, PE EB-0006024 MIS eiGINEEPING. tiC APPROVED AS COMPLYING WITH SOUTH FLVIDA BUILDING CODE DAT 3 19 ct B BY PRODUCT CONTrall D!V S ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO q - 63mq- 03 08/14/98 SP • 4- SEPARBASM 01/73/1 8OO1 IMO Oat 7 7 MIAMI -DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Acceptance No.:98- 0304.03 Expires:10 /01 /01 Approved: 10 /01/98 -1- Internet mail address: postmasters ©buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (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 Rodriguez 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. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : / /www.buildingcodeonline.com MetalTech, Inc. ACCEPTANCE No.: 98- 0304.03 APPROVED OCT 0 1 1998 EXPIRES : OCT 012001 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. LINIITATIONS 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: "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. 4 Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- - 3 - MetalTech, Inc. ACCEPTANCE No.: 98 -0304.03 APPROVED EXPIRES 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. • OCT 0 1 1998 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. END OF THIS ACCEPTANCE m Helmy A. akar, P.E. - Product Control Examiner Product Control Division .090 2 3/8' T P2 2' 40- FLAT 84R v FLAT BAR VARIOUS DEGREE CORNER PAN .050 mot o \� CORNER PAN ■ J. 125 MOONING HOLES 12 1/2' O.C. Ti 1 29/32' l VARIOUS TYPES OF F - TRACK NOT SHOWN 1 1 1/2' co SPECIAL NET PANEL SECTION 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32' 7/8' 1 1 1 t 2 3/8' H1 2' RETURN .060 MIN. CROSS SECTIONS BLOCKING 1 TYPICAL STUD MAr BE /NULLED Pi REVERSE DIREGflQV L3H 1 /8' MIN. L1H ALL =CS s/b' ( ) ALL APPlM117IMS ANGLES STUDDED IN WAIXES SAWED T1 SHDRTER LEG ONLY LIH— 1/4-20 X 3/4 18-8 STAINLESS STEEL IMIRL STUDS 12 1/22' ' 0.0. FEE M 1D APPIX477OA6 ON 91EE15 2 & ANCHOR MOUNTING liars LOUIED ON ETINER HORIZONTAL OR 1,ERI7CAL LEG. * ANO STUDDED ANGLE DETAIL 1/8 x 1 1/2 FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR DADE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD TESTING AND 2315 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF S.F.B.C. PRESSURE REOUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' GENERAL. NOTES: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 -T6 OR £OVAL STORM PANELS SHALL BE 24 GAUGE STEEL.. ASTAI SO GRADE E MIN. Fy - 80 K.S.L MINIMUM VALUE HOT DIP COATED WITH A NOMINAL WIDTH OF 12 1/2' THE STORM PANEL SHUTTER MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, IN ACCORDANCE TO THE DETAILED SPECIFICATIONS HEREIN. 1 8' MIN. PANELS MAY BE NOTCHED OR MITERED TO ACCOMMODATE AN OBSTRUCTION ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF 1 1/2' 1 THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 1/4' D14. RAWL LOK/BOLT ANCHOR ( SLEEVED DRIVE ANCHOR ) MIN TENSILE 1190 - MIN. SHEAR 1520 - 1 1/8' MIN. EMBED. IN CONCRETE MIN. TENSILE 1200 - MIN. 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 (MAS'ONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 - MIN. SHEAR 1980 - 1 7/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 - MIN. SHEAR 1270 - 1 1/4' MIN. EMBED. IN MASONRY 1/4' ZAMAC NARIN BY RAWL ( 7AMAC HAMMER DRIES ) 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 TV WOOD CONSTRUCTION SHALL BE 1/4' STEEL LAGS OR LARGER WITH 1' MIN. THREAD PENETRATION, 1/4 -20 BRASS WOOD BUSH INGS OR 1/4' ELCO PANEL MATES WITH 1 7/8 MIN. THREAD PENE7RA770N. REFER 70 SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND MINIMUM EMBEDMENTS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE: EACH PANEL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING METALTECH. INC. HIALEAH. FL - - 0.4DE COUNTY PRODUCT CONTROL APPROVED - WARNING TO OWNER OR TENANT LOC47ED W EACH HEADER OR ONE PANEL OF EACH OPENING. STATING - STORM PANELS WILL NOT OFFER HURRIGW£ PROTECTION UNLESS ALL REJNFORC IVG STRAPS OR BOLTS ARE PROPERLY INSTALLED. WHEN REOURED - PERMANEN7 FAS7DNER COMPONENTS. EMBEDDED ANCHOR BOLTS, THREADED CONES OR METAL SHIELDS. NOT IN USE MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME ROBERT S. MONSOUR, PE EB- 0006024 RIM En riectinc, nc APPROVED PS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATc BY PRODUCT CO,. TLL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 0304 .03 24 ga. D. i 1 REVISIONS IN • 06/12/98 8/14/98 SP SP sp 4. U w a w A DETAIL 1 NOTE:. SEE ANCHOR SCHEDULE CONNECTION TYPE V' OBSTRUCTION DETAIL 5 DETAIL 9 FLOOR PLUG AND it4aONE sazEW moose 72' 0.G FULL SICKLY PARrEL (TAP.) SPECIAL PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WTD7HS PANELS ANY 8E ADDED TO WITH A MAXIMUM ADD-ON OF 3' FASTENED TO PANE, BY THE USE OF 164 POP RIVETS 3 1 TUBULAR WETS OR 10-24 flIRU BOLTS 16 RG aK1v AN w �i ART FIANCE MAY BE REVERSED ®0 ®IRO HEADER or SILL • • 1/4 -20 1fRU BOLT BY LOCK NUT 12' 0.C. SEE ANCHOR SCHEDULE CONNECTION TYPE "a" OR O77-IE4 HEADER or SILL REFER 10 THAT APPUCAT70N FOR PROPER OONNEC770W TYPE WWI PAN WRTOUS Sa2FS - O CONTINUOUS BLOC 0NG 2 PIECES FASIEY TOGETHER 141111 /64 RIVETS OR /8 TECK SCREWS 12' 0.0. RETURN PAK ANGLE; TUBE OR M'000 MUST BE USED ON ALL BUILD OUT CONDITIONS ONS TO CLOSE OFF ENRS 1,2 X 1 1/2 FIAT EI4R Sal SJLt10ED Ml7H *raw= , PLAN VIEWS DETAIL 2 • NOTE'*' SLOTTED MO(WRNC HOLE MAY BE USED N COMER WO PANEL TAP. FOR ALL SPECNL PAN APPUCATIO S. 7 5/8' MAL X _ 71S PSF MAXUJII •_ :: E� _ MM7WUA PANS IE]OHT 96". : • . DETAIL 10 ACNE DETAIL 6 SEE ANCHOR SCHEDULE CONNECTION TYPE "E° OR ® CON77NIJOUS BLOCKING J/16 ANGLE DETAIL 3 OR 11 MAY BALLED IN REVERSE DIRECTION BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6' 0.G USED AS HEADER OR SILL HEADER or SILL oRVLI MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETAIL 6 OR® 3 / 6 BLOCKING BOLTED TOGETHER M711 1/4 -20 DM BOLT W/ LOCK NUT 6 0.G USED AS HEWER OR SILL ORO CONTINUOUS BLOCKING J /16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3' 0.0. 3" 'MIN • EDGE DISTANCE Q. PQURED CONCRETE ONLY OPTIONAL LSE OF 1/D7 ANGLE FOR PURPOSE OF EXIFXONG 1rALL t /4-20 ea.T LOCXNUX 4'-e' Fr4o rroreo ONE EADX SATE MAXIMUM G4P BE7WEEN STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4" 1/4-20 x 3/4 KNURLED STUDS l AS MOM FRONT VIEW MTH EASHERED MINIS (TVA.) SEL ON BOTTOM 1N510F CLOSER PAN ASSEMBLY PAN HANLlE E. -a PANEL N07C1BD AT BOTTOM 10 PASS OVIX SIW MO w/NGNUT 14 su. (fix SC 6• NOTE l` HEADER or SILL jNGt1`r >k SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 4 Nl,lt; a E0 �JI Lajtil NOTE:* 4. ®or® HEADER or SILL • MINE SEE AN0/408 SCHEDULE CONNECTION TYPE "A" OR OTHER HEADER or SILL REFER 70 THAT APPLICATION FOR PROPER CONNECTION TYPE CONTINUOUS WOOD BLOCKING VARIOUS STIES DETAIL 7 ROBERT S MONSOUR, PE EB- 0006024 LIMPS E(IGINEEFING, MA�►R�►7 PIPACi` STORM PANEL 1 HORIZONTAL INSTALLATION ELEI/AT/ON SAY 8E MOUNTED VERTICALLY OR HORIZONTALLY DETAIL 11 r VERTICAL INSTALLATION ELEVA170N SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 IT SHALL BE THE RESPONSIBIUTY 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 EQUAL TO /2 SOUTHERN PINE WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE APP C'!E? AS COW: : ?:Y :NG Simi SMITS FLO:T:D :. Su.! 0'I'.0 CGOE THE DAP,: B 10 BY PRODUCT CO. ,ROC DiV :S ON • BUILDING CCDE CCMPL:ANCE OFFICE ACCEPTANCE NO q 8 - 6304 -(la • REVISIONS BY ' i 03/20/98 SP 0 6/12/98 SP 08/14/98 SP A • r 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR HEADER OR SILL CONCRETE OR MASONRY. . CONNECTION � ma ■ E.D. ..• — 1" MIN. REFER TO DEFECTION CHART GLASS l�' iT '7AL�Cit .c STORM PANEL CONNECTION 1/4 -20 F1.00 PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD DETAIL 15 0 DETAIL 19 SERVE THRU WINDOW NOTE: THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE O F AN EXTRUDED HEADER OR 51LL. THE SHUTTER MAY BE ANCHORED DIRECTLY 70 THE STRUCTURE WITH THE USE OF ONE OR A COMBINATION OF DETAIL 13 NOTE* 1 1/4" MAXIMUM W000 COUNTER 1 1/4" MAX. THICKNESS COUNTER MAY BE MADE OF OTHER MATERIAL YJ�tAIL 1 3 STORM PANEL 3/8" THRUBOLTS 9 1/2" O.C. - WTTH 2XJX.125 ANGLE ON BOTTOM WIND PRESSURE 71.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48" SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" 0.C. z C) NOTE:* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD s W77N WASHERED W/NCNUT HEADER OR SILL WV0D, CONCRETE OR MASONRY .' • • CONFECTION TYPE "A" 7 1/4 " PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY ® o.®HEADE? of SzLL OR ® 1/� aocsaNC REFER TO OEFEC77ON CHART GLASS STORM PANEL 3T/ON TYPE "A" SCREWED OR BOLTED TQGETUIER WRN 1/4 -20 77 RU BOLT W/ LOCK NUT 12' O.C. DETAIL 17 1/4-20 MASH /NE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. r MIN. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXIMUM / PANEL } BGHT 109" MAXIMUM DETAIL 20 ADJUSTABLE HEADER OR SILL PANEL SECURED WITH WASHERED W/NCNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE:* IT SHALL BE THE RESPONS/B/LJTY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE; SHUTTER SYSTEM MAY BE /NTSALL INTO W00D, CONCRETE, MASONRY. AL kotec STORM PANEL WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE • WITH 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMI $IR TYRE - SOU F '1O4!DA B'U :LO!NG CODE DrTC ►� Ilk_ 19 / BY .4". PRODUCT CO '11. OIV:S•ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q $ 'OR D4 -OA 00 DO ROBERT S. MONSOUR, PE EB- 0006024 6MS eIGIf16EQ/1G, fl fi : matt* SEE ANCHOR SCHEDULE CONNECTION TYPE "C' DETAIL 18 NOTE* a "• C APECTION TYPE "A" CLASS CONNECTION TYPE "A" PM5TUCCO IN5TALLATION DETAIL 14 ■ R EVISIONS 9Y �, 0 3/20/98 SP 04/20/98 SP 06/12/98 SP 08/14/98 sP U Z 0 to t9 0 Z ' t• se / alas / RSM ammo 01/10/97 98001 SINT 3 . 7 �� 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=104* 10e-124' WALL MOUNT 2" 2 1/4" INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" PANEL HEIGHT D -90" over 90*- 724' WALL MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2 5/8" 3 1/2" BUILD OUT 2 5/8" 3 3/4" THE METALTECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STROP. REFER TO PANEL DEFLECTION CHARTS. N h 24 ga. STEEL r_ b eiCO FRONT VIEW SIDE VIEW 1/4 -20 STUD W1771 WINGNUT 12 1/2' O.C. 1 /8' X 3/4" FLAT ALUMINUM BAR SIDE VIEW DETAIL "G" 1 24" MAX. PANEL HEIGHT NO PANEL STRAP IS REQUIRED PANEL DEFLECTION CHART WITHOUT HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HORIZONTAL BRACE STRAP DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER IS 1/4 a pp. ) DETAIL "F" FASTENER MUST BE IN NORROW PORTION OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16' 00. CIRCLE FRONT VIEW 8 DETAIL 13 ON SHEET 3 DETAIL 13 ON SHEET 3 WALL MOUNT NICHORIN &� G PANEL NO HDR. OR GILL .Il n HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY DETAIL 3,4, dr 8 ON SHEET 2 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL DETAIL 3.4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM STUDDED IVITH r ..r FRONT VIEW SIDE NEW HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPLICATION DETAIL 1 ON SHEET 2 DETAIL 15 ON SHEET 3 DETAILS 3.4 AND 8 ON SHEET 2 WALL MOUNT V1H HAQ AND SRL TYPICAL SECTION VIEWS ROBERT 'S. MONSOUR, PE EB- 0006024 MIS ararieEQtnc_ n G 124' MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL DETAILS 5,7,9,10 AND 11 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 BUILD OUT !NTH HDR. AND SRL DETAIL 2 ON SHEET 2 DETAIL 16 ON SHEET 3 DETAIL 4 O SHEET 2 INSIDE MOUNT itI1H HDR: AND SILL APPROVED AS COMPLYING WITH THE . SOUTH FLO?IDA BUILDING CODE DAT (; o • (91 19 BY PRODUCT CON 41 DIY.S ON BJILDihG CODE C� PLL A OFFICE ACCEPTANCE NO q 1 NS RV 03 /20/98 06/12/98 sP 08/14/98 SP sp • (r� z 0 SIP/..tee IMMO 01/10/98 51� o wN AM I Sat 4 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE UP TO 59.6 PSF UP TO 71.5 PSF POURED CONCRETE CONCRETEeN.00IC POURED CONCRETE CCNCRETE &OOC CON.NEC IONTYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ANCHOR TYPE PANEL ED. A J B I C I D I E A I 8 I C I D E A, 8 I C I D I E A r B I C 1 D I E 68" SPAN . 3" 16 16 16 13 13 • 13 11 1 3 i 13 16 9 13 ° 16 7 13 13 16 13 13 13 10 13 8 • 13 13 13 13 13 13 16 13 9 13 ' 13 '•. 16 13 11 • 1 16 13 ...:_ 3 _ _._.._ 13 9 16 13 6 : 13 13 16 13 7 . 13 13 13 13 r H 013 1.11 1114 114" RAWL LOK/BOLT (SLEEVE ANCHOR) 1 1/8" MIN. EMBEDMENT 88" SPAN 3" 16 • 13 8 ... ; 13 13 , , 16 13 10 ; 13 13 16 ! 13 . 7 : 13 13 16 13 8 _ 13 13 16 13 5 ' 13 13 16 13 ` 6 • 13 13 16 • 8 7 12 13 16 9 8 . 12 13 16 8 : 6 ....... 12 .....__ 1 6 ..__..._ : 11 12 15 : 7 5 • 9 ' 10 15 7 5 : 9 11 r 1 1/4 105' span 3" 16 : 9 • 7 12 13 16 9 8 : ... 12 ..... : _._ 13 _..... 15 ._.:. 16 8 6 11 . 16 .._..._ 8 .... • 7 ......... 12 15 7 5 • 10 11 15 , 7 • 5 10 11 5 ......._ 6 � • 6 15 _._ 5 14. .._ 5 14 • 5 6 .... 6 . - ..... 12 : 4 . 4 6 5 12 4 4 6 5 r 1114- 124 span r i5 5 6 7 • 6 15 5 7 7 6 14 5 5 6 5 14 • 5 6 6 5 ..... 12 • 4 4 6 5 12 • 4 4 6 5 9 ,:. x "a ' " . . c� , , . -.•,,..„:•-:. sw : " 3 r 11/4- 3" 16 • 13 : 10 13. 13 16 13 ' 7 13 13 16 13 8 13 13 15 13 7 .. 13 13 14 13 6 • 13 13 16�. 13 • 8 : 3 € 7 13 ` 13 13 13 14 1 16 13 7 13 13 13 13 6 13 13 15 13 6 13 13 12 12 5 12 12 68" SPAN r - - 1 1/4" 16 13 • 6 : 13 13 \ ' 1/4" RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 13/8 MIN. EMBEDMENT IN CONCRETE 1 114- MIN. EMBEDMENT IN BLOCK 3" 16 13 : 8 • 13 13 13 10 6 13 . 13 12 5 12 12 11 8 4 11 11 15 7 6 • 10 11 11 • 5 . 5 7 8 .......... . ...... . ..... .. ........ ... 13 6 5 • 9 10 10 • 5 • 4 6 7 12 6 4 • 8 9 9 4 • 4 6 6 88" SPAN Z 16 • 12 ; 6 . 13 1 1/4" 14 11 5 : 13 • 13 3 15 7 : . . . 6 . ... 1 0 1 1 1 1 5 .... 5 7 ._.... 13 : 6. 5 9 10 10 5 . 4 . 7 7 12 ' 6 4 8 9 9 4 4 6 7 13 4 5 6 .:.. 5 9 ...... 3 4 4 3 11 4 4 5 4 8 3 4 4 3 3 4 . .. 10 4 4 • 5 4 7 3 3 4 3 4 ... : .... 6 _.._ 11 • 4 4 5 10 : 4: 4 i 5 - 5 .... ...._ 9 .... :3 ... 4 8. 4 7: .. ' .4 ..4.. 3 3: 4 4 3 3 3 4 i 3 ' ' r e . i e' sue- ..,,z.- ^:•..�,..Z.: :: , ., r �, � < u � �� -•� • �:; " 105" span 2 124 - span Pa 1 1/4 3- r - • . _.., t + '•. F ..- • -.� � __ ` s. s i"..,. . "..7".. - -w � .. � - , �. > .. M . e . ,,, _ .�.;? �,.. I 1 1/4 VARIOUS HEAD TYPES 1 : 1 - 7 1 . 1 L M 1 1 1 1 1 1 I l a t ) Z l l % " . iiauil 5L1Iu.M.1.1XY li r 16 13 13 13 13 16 13 9 13 13 16 13 12 3 13 x ... 16 _._ ...._ ..,... .. 16 13 10 : 13 . 13 16 13 6 13 13 16 16 13 _ 13 13 16 . 13 .... 13 16 _... .... ._ ..._ _6 13 15 16 - 16 8 ; 13 : 13 14 : 13 5 : 14 14 68" SPAN I 2 ' 11/ .ZZI •- 16 13 12 13 _.. 1 2 . 1 3 1 3 ....._ 13 16 : 13 10 13 =13 14 . ... _ ... 11 _..... 6 13 16 : 13 8 13 13 13 10 5 13 13 16 11 .._. : 10 13 ....._._ 13 .. -. «_ _... 6 - 9 - -10_.. 16 10 13 : 13 -- 12 6 5 8 9 16 9 - 7 12 13 11 5 ......_.... 4 ............ 7 .. _ 8 e8 SPAN 2 ' (MASONRY SCREWS) 1/4 RAWL PERMASEAL TAPPER 114 ELCO PANEL MATES 1 1? MIN. EMBEDMENT IN CONCRETE 1 114 MIN. EMBEDMENT IN BLOCK 1 1/4 T 16 11 10 13 13 13 6 ' 6 i 9 10 16 10 8 13 13 ? 12 . 6 _._._ ._ . 16 9 7 12 : 13 11 : 5 4 7 8 16 7 8 _ ... i 9 7 11 4 I 5 5 4 16 6 : 7 .. 8 6 10 : 4 4 5 4 16 6•; 5 7 6 9 i. 3 3 1 4 3 105' span z' 1 1/4" 3" 16 7 8 9 7 11 4 5 5 4 16 6 7 8 6 10 4 4 5 4 16 6 6 7 6 9 • 3 • 3 4 3 16 13 13 13 13 1 16 13 : 9 1 1 1 13 w ti 13 ! 116 13 a s ,, .. 13 124 span r 1114- r 16 13 13 13 8 13 68" SPAN 25" 16 13 13 13 13 16 13 8 13 13 16 13 11 13 13 1 16 13 6 13 13 r 16 13 11 13 13 `•. 16 13 6 13 13 16 13 9 13 13 1 14 13 5 13 13 ~ 1/4 x 7/8" ,1? DIA. RAWL CALK - IN (MACHINE SCREW ANCHOR) 788" MIN. EMBEDMENT r 16 13 13 _ 13 16 13 11 13 16 13 8 13 13 ... «... 13 1 14 11 7 13 •_ 13 6 13 13 13 11 13 13 ; 13 6 6 9 10 16 12 9 113 13 12 6 5 8 9 88" SPAN 25 " r 13 13 10 1 5 13 13 , 16 11 ' 7 13 13 11 5 4 7 8 r 16 16 13 . 11 13 13 13 ; 6 6 9 € 10 .• 13 12 : 6 5 8 9 16 8 9 11 9 11 4 5 5 4 16 8 7 10 8 10 4 4 5 4 16 € 7 6~ 9 7 1 9 1 3 3 1 4 3 12 9 13 105 span 2 . 5 " 16 11 7 13 13 1 11 ! 5 4 7 1 8 124 span k r N 16 8 9 11 9 11 4 5 5. 4 16 8 7 10 8 . 10 .... 4 .._.. : ... 4 x ..._ 5 .._...... 4 • 1 s 7 ..- 6 9 7 • 9 3 • 3 • 4 - c.' ......,. �...-.: .. -,. ANCHOR S C H E D U L E NOTES: ROBERT . MONSOUR, PE EB- 0006024 HT% ENGINEERING, 11C SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHIFT 4. MINIMUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL F/NASHES 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 INTSALL INTO WOOD, CONCRETE OR MASONRY. APP? '/ED AS COMPLYING W TH THE SOLI H L ;;IDA BUILDING CODE O ct : T 5�-s Ol 191 ?: CJA.'ROL D!V :S ON SLIILIVIG CODE CCMPLANCE OFFICE A.CCE'TANC' 10 k4 -03o -o3 • REVISIONS BY 03 /20/98 06/12/98 08/14/98 SP sP sP 1 e • • sEPARg o1 /I0/98 SNU7lr!'N 9201 •Q 5 7 BUILDING CODE COMPLPINCE I ANCHOR POURED CONCRETE CONCRETE e&oac CON+ECTION TYPE CONNECTION TYPE AIBICIDIE AIBICI_DIE POURED CONCRETE CONCRETE BLOCK WKECTION TYPE CONNECTION TYPE A I B l C l D ( E A I B I C T D I E ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE ANCHOR TYPE 1/4' RAWL LOK/BOLT (SLEEVE ANCHOR) 1 118' MIN. EMBEDMENT 1/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE) 1 3/8' MIN. EMBEDMENT IN CONCRETE 1 1/4" MIN. EMBEDMENT IN BLOCK VARIOUS H EAD TYPES n�I`►1�I Xl�.I1�1:u�i`)I�t�I` - (MASONRY SCREWS) 1/4" RAWL PERMASEAL TAPPER 1/4" ELCO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 1H' MIN. EMBEDMENT IN BLOCK C 1/4-20 x 7/8• 1? DIA RAW_ CALK -IN (MACHINE SCREW ANCHOR) 7/8' MIN. EMBEDMENT 124" span s8' SPAN 3" S C H E D U L E • NOTES: ROBERT MONSOUR, PE EB- 0006024 el 11 QICUIEEQING, rtC SPANS AND LOADS SHOWN IN 1115 SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MINIMUM EMBEDMENT 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. APPROVED AS COMPLYING W':TH THE SOUTH P OR DA BUILDING CODE DAT' / a ' ' v 1_ 19 BY s , — ! ., i PRODUCT CON .OL Dlv :s.ON BUILDING CODE COMPL;ANCE OFFICE ACCEPTANCE NO. — 19301 - Q3 1 1 REVISIONS 8Y 06/12/98 8/14/98 I SP SP SP gr/JMVMS PSM 01 /7 .sr+ AM 88001 ,»Q 6 7 f ANCHOR S C H E D U L E [#mzzmu> WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1' MINIMUM TREAD PENETRATION 16 13 10 13 . 13 16 13 7 13 13 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 13 12 • 13 13 13 : 9 13 13 ............ 9 8 12 13 5 7 7 6 NOTES: SPANS AND LOADS SHOWN N THS SCHEDULE ARE FOR DETERMNING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESI011 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 SPECIF7C GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE SHADED AREAS REPRESENT ANCHOR COMMONS THAT ARE NOT ACCEPTABLE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 70 WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE IN7SALL INTO WOOD, CONCRETE OR MASONRY. ROBERT :5_ :MdNSOUR; PE .EB- 0006024 RATS E71CINEMINC.IiC APPROVED AS COMPLYING WITH THE SOUTH FLO °IDA BUILDING CODE DATE p C o�n� O\ 19 q BY PRODUCT CON;ROI D!V S ON BUILDING CODE COMPL;ANCEOFFICE ACCEPTANCE NO q (6 - 6 304 - o 3 v C) LAJ ° v 2 co NS 08/14/98 1- W SOVREVRSII IMAM 01/10/98 SHOW 9800 7 7 .m