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SHUTTERSDate FEES: PERMIT APPROVED: Zoning Mechanical Square Ft. `7" /C.2 Notary as to Obi My Commissiof PERMIT APPLICATION FOR MIAMI SHORES VILLAGE &'° Jab Address /c2 7P /OC Tax Folio ?P < "' �� O� —0..)-7 — O5Z9 O Historically Designated: Yes No Legal Descriptions j l2� L , /3 Owner/Lessee / Tenant AT" "jk-c. G Owner's Address /c -C6 A qo (— Contractin Co. (F I—/M HO C( Qualifier 1V (C-K --- Rbehe 0 17100 State # Municipal # Architect/Engineer Bonding Company Mortgagor c 6-go.00 Signature of owner and/or Condo President Date i�r PY�'•, T y G. Miller el I a 104 G. CXPIR BONDED THRU TROY FAIN ItISURANCE. INC. RADON Building C.C.F. SS# - % Phone Competency # /900f)/( Ins. Co. (0,1A-7-4z... � Address Address Address Address Permit Type (circle one): H {UIDLIIDIING ELECTRICAL PLUMBING MECHANICAL WORK DESCEi;IP'II'IION 1 �f he+�(� c � � `>e( 7 electrical Master Permit # Phone 30--c - 7376 cD 7 /1 3304D Estimated Cost (value) p77 /6 WARNING TO OWNER: YOU MUST RECORD A NOTIICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT TN YOUR PAYING TWICE FOR Ir 1 'ROYEMlENTS 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. Si¢,ndture of Contractor or Owner - Builder o , r 1 q/, G. Miller . M CO Y MMIZ I N # CCQ; 369 EXPIRES Notary as to Oa h.r: or erl004 My Commis es: BONDED THRU TROY FAIN INSURANCE, INC 0 NOTARY ®°� BOND PANG (FENCE SIIGN Dat Date Plumbing Structural Engineer W T ENCLOSURE SYSTEMS Date: To: r . //a- MetalTech Inc. is the Dade County Notice of Acceptance Holder for: Bahama Shutter Slimline Accordion Econoline Accordion Hurculine Accordion 20G Storm Panel 24G Storm Panel .050 Storm Panel .060 Storm Panel This letter authorizes Thank you, Vice President above named product at the following job site: dyv a 1'tc � ,v . z. y Richard z ella MEIXIMUM IMP:ICT" HURRICANE SHUTTERS Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. Acceptance No. DIVERSIFIED ALUMINUM SERVICE 7376 W. 20 Avenue., #145 Hialeah, FL 33016 PAVILION. F U R N I T U R E 98- 1228.04 00- 188.10 99- 0224.03 99- 0217.05 00- 0519.07 98- 0304.03 98- 0728.04 99- 0217.07 7635 West Second Court • Hialeah, FL 33014 -4434 U.S.A. Phone: (305) 823 -3480 • Toll Free: (800) 325 -3260 • FAX: (305) 823 -7785 to use our SUNBURST I N T E R N A T I O N A L f& cPEAN.26S 4 to ti 7 )( 3c3 7i1)(3 7 q X.3q 74 xK I 1 1 � N rn g m 79}( '11 }( /w x s& 7 �l /o6X 39 to& Y39 3'7x DESIGN WIND LOADS IN P.S:F CLASS ONE BUILDING 1 14 M.P.H. FASTEST MILE WIND SPEED coMPUES WITH ANSVASCE 7.88 ROOF MEAN ABOVE GRADE TRIBUTARY AREA 1N SOUARE FEET 0.10 20 50 100 200 500 1000 -1.3 .1.43 .1.54 .1.27 -1.19 .1.1 -1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.47 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.11 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ROOF MEW ABOVE GRADE (4) INTERIOR ZONE CONDmONS (5) END ZONE MAXIMUM CONDmONS TRIBUTARY AREA IN SOUARE FEET 0-10 20 50 100 200 500 1000 .2 -1.471 .1.625 .1.5 •1.175 .1.1 .1.1 15' 0.8. 61.47' 58.06 51.23 47.61 44.40. 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 .40.11 25' 0.91 71.46 67.49 59.55 55.58 51.61' 42.88 42.88 30' 0.94 75.30 71.12 62.75 58.57 54.39 45.18 45.18 • 40' 1.06 81.45 • 76.93 67.88 63.35 58.83 48.87 48.87 50' 1 .13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 6Q' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 14:86 moon: & 101E of matimun aide or 0A1% whIchwer is smaN, but mat loss Own ems /x of in lnun width or 3 bat lt man roof tpd" to bat = OM Kra hs4 mal0, bs UMW w 0=10 dews= and 0; toot slops from , Q411S ENGINEERING, INC. fl • 1 7 2 ivI IAMI - DADE 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 am 4x1 <�11 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 Rodl:iguez 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: http : / /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. Helmy A. akar, P.E. - Product Control Examiner Product Control Division -2- MetalTech, Inc. ACCEPTANCE No.: 98 -0304.03 - 3 - APPROVED EXPIRES • • • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS OCT 0 1 1998 OCT 0 1 2001 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 ie Helmy A. Dakar, P.E. - Product Control Examiner Product Control Division :t4 .090 FLAT BAR 2 3/8' O P2 2' i VARIOUS DECREE CORNER PAN .03o *AN. N '.0 2 1/4' CROSS SECTIONS 1 1/2' 7/8' 3/32' 3 7/32' 1 3/3 cp .093 7/8' 1 3/32' 3 7/32' 3 1/32' 3 7/32' 1 3/32' 7/8' 1 1 1 2 3/8' H1 2' RETURN .060 MIN. 1,1 29/32' VARIOUS TYPES OF F — TRACK NOT SHOWN 1 1/2' BLOCKING SPECIAL NET PANEL SECTION TYPICAL 125 j VARIES 3' MAX. , N 5 13/16' .090 L2H 1 8' MIN. 2' h 2' LJH 1/8 M/N. 2 1/4" LIN 1 8" MIN. 1 1/2' ALL STUDS 3/l- ( TVR ) IN REVERSE STUD ANY BE LNTALLED ALL APPL�TiAIVS ANGLES STUDDED w E J7CN 1 STUDDED T LEG ONLY 1/e I \� — � "k � 188- -82 8SST STAINLESS STEEL - -- KNURLED Slues 12 1/2" 0.C. REM TO AFP.Jr.4 I0A6 ON SHEETS 2 & ANCHOR MOUNTING HOLE LOC417D ON EITHER HORIZONTAL OR VERTICAL LEG, ® ®Atv® STUDDED ANGLE DETAIL 1/8" z 1 1/2" FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE COMPLIES WITH: S.F.B.C. 1994 EDITION FOR D4DE COUNTY, SOUTH FLORIDA BUILDING CODE 2314.5 FATIGUE LOAD ItS11NC AND 23f5 IMPACT TESTS DESIGN CRITERIA: WIND LOADS PER CHAPTER 23 OF SF.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 6063 –T6 OR EQUAL STORM PANELS .SHALL BE: 24 GAUGE STEEL, ASTM A653 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. 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 MINIMUM ULTIMATE LOAD VALUES' SHOWN 1/4' DL4. 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 –/N 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 ( MMASONRY SCREWS VARIOUS HEAD TYPES ) MIN. TENSILE 1520 – MIN. SHEAR 1980 – 1 1/2' MEN. EMBED. IN CONCRETE MIN. TENSILE 880 – MIN. SHEAR 1270 – 1 1/4' MIN. EMBED. IN MASONRY 1/4" ZAMAC NA/UN 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 TO WOOD CONSTRUCTION SHALL BE 1/4 STEEL LAGS OR LARGER WITH 1" MIN. THREAD PENETRATION, 7/4 -20 BRASS WOOD BUSHINGS OR 1/4 ELCO PANEL MATES W17H 1 7/8" MIN. THREAD PENETRATION. REFER TV 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 " METAL7ECH, INC. HIALEAH FL " - DADE COUNTY PRODUCT CONTROL APPROVED - WARNING TO OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL OF EACFf OPENING. STATING ' STORM PANELS WILL NOT OFFER HURRICAV£ PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN REQURED - PERMANENT FASTENER 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 PR71S ENGINEERING, Q1C APPRCVED PS COMPLYING WITH THE SOUTH FLORIDA CODE D4TC . - 19 BY i(7.i"'=i1fir . _ PRODUCT CO LI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO CI e '0304 •0 24 ga. • REVISIONS 8Y 03/20/98 06/12/98 08/14/98 • SP SP SP • SAP /JRS 01/10/98 98001 1 7 �. 41, E. DETAIL 1 SEE ANCHOR SCHEDULE CONNECTION TYPE "D" SEE ANCHOR SCHEDULE CONNECTION TYPE "B" .500 HEADER or 57 LL DETAIL 5 DETAIL 9 FLOOR PLUG AND M4018NE SCREW AMS,OR 12' as FURL STaRM PANEL (TYP.) S PECIAL PANG CONFTG URAAON MAY BE NEEDED FOR TRAPPED WIDTHS. PANELS MAY BE ADDED 70 WITH A MAXIMUM ADO-ON OF 3 FASTENED TO P BY THE USE OF [64 POP RIVETS 3/16 TUBULAR RIVETS OR 10-24 BOLTS 16' O.C. A O40 AMILE M4 RETURN PAN VARIOUS 57ZES FLANGE MAY BE REVERSED 7/4 -20 7HRU BOLT W/ LOCK NUT 12 0.G RETURN PAM ANGLE TUBE OR WOOD MUST BE USED ON ALL BUILD OUT COMMONS TO CLOSE OFF OWLS © 1 XL J1 � FIAT SIIt MUDDED SEE ANCHOR SCHEDULE CONNECTION TYPE °C° HEADER or SILL DETAIL 2 PLAN VIEWS DETAIL 12 A, 8, C & D E.D. -. NOTE* scam MOUNTING MOLE MAY BE USED N CF]VTER WED or PANEL TYP. FOR ALL SPECL4L PAN APPGGQIONS DETAIL 6 fr.ADER QV TOP SEC Off BOTTOM 1 • MIN SEE ANCHOR SCHEDULE CONNECTION TYPE "E" 7 5/B' MAX. 76.5' PSF MAXIMUM • - MAXINUN PANE. NEOINT 436". DETAIL 10 DETAIL 3 O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION OR ® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WON 1/4 -20 77U BOLT W/ LOCK NUT 6 0.C. USED AS HEADER OR SILL R O HEADER or SILL MAY BE INSTALLED IN REVERSE DIRECTION AS IN DETA2 6 R® CONTINUOUS BLOCKING 3/16 ANGLE BOLTED TOGETHER WITH 1/4 -20 THRU BOLT W/ LOCK NUT 6 O.0 USED AS HEADER OR SILL OR ® CONTINUOUS BLOCKING 3/16 ANGLE 1/4 -20 MASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 3" O.C. 3; MIN - EDGE DISTANCE POURED CONCRETE ONLY - 1/4-20 BOLT d R N N BO O r ONE EACH SCE OPITOMAL USE OF 1Al AP E FOR PURPOSE OFDM K4LL RZDOR PLUG AND MACHIE SCREff A cifOR 12' O.C. PANEL NOTCHED AT BOTTOM TO PASS OVER STUD AND Wuarrwf ev mu Poi sire) E.D. • NOTE* MAXIMUM GAP BETWEEN S7ROM PANEL AND 0.L.0. SHALL NOT EXCEED 1/4' r 1/4 r 3/4 JOWR3m STUDS AS VIEWED FROM FRONT NEW WITH WASHERED M1F1I4/LRTS (TM) "�NCC SEE 'ANCHOR SCHEDULE CONNECTION TYPE "C" DETAIL 4 SEE ANCHOR SCHEDULE CONNECTION TYPE "A" CONTINUOUS WOOD BLOCKING VARIOUS SIZES DETAIL 7 £0 E0 NOTE:* OR OTHER HEADER or SILL % REFER TO THAT APPLICATION FOR PROPER CONNECTION TYPE more*. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH... STAND THE ADD1T7ONAL. LOADS AND INSURE PROPER ANCHORAGE. SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE, MASONRY. WHEN ANCHORING TO WOOD, THE WOOD MUST BE A MINIMUM 2 X 4 EQUAL TO /2 SOUTHERN PINE WITH 045 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE ROBERT 5. MONSOUR, PE EB- 0006024 eRITT ENGINEERING, VIC MA�RM IMPACT` STORM PANEL HORIZONTAL INSTALLATION ELEVATION MAY BE 1. UNTFD VERTICALLY OR HoRizoN1w.r DETAIL 11 r VERTICAL INSTALLATION ELEVA77ON SEE ANCHOR SCHEDULE CONNECTION TYPE "B" DETAIL 8 APPROVED AS CG + P.Y:;4G W TA THE SOT C3DE DAIL SY PRODUCT CO. 3R0L DIMS ON • BUILDING CCDE CCMPLIANCE OFFICE ACCEPTANCE NO q 8 -0304•03 ■ REVISIONS BY 03 /20/98 06/12/98 08/14/98 SP SP SP 1 r • • • ar ■ sEP / .Las / arm 01/10/98 540)014 98001 7 SINT 2 P 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR ' HEADER OR SILL CONCRETE OR MASONRY, a • CON!"ECT10N TYPE 4 .°E D a — 1" MIN. REFER TO DEFECTION CHART GLASS N STORM PANEL CONNECTION 1/4 -20 FLOO ' PLUG WITH 1/4 -20 BRASS WOOD BUSHING HEADER OR SILL INTO WOOD DETAIL 15 DETAIL 19 c - 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* 13 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 SEE ANCHOR SCEDULE FOR ANCHOR TYPES ALL ANCHORS 12" O.C. DETAIL 16 Ir , WHAM NOTE* 1/4" PANEL MATE SCREW WITH 14 -20 STUD HEAD &WITH WASHERED WINGNUT HEADER OR SILL � Z . WOOD, CONCRETE OR MASONRY " CONNECTION TYPE "A" ®or® HEADER or REFER TO DEFECTION CHART GLASS STORM PANEL 1/4 ' PANEL MATE WITH MACHINE SCREW HEAD WITH 14 -20 SIDEWALK BOLT HEADER OR SILL WOOD, CONCRETE OR MASONRY SCREWED OR BOLTED TOGETHER M71H 1/4-20 TIRO BOLT W/ LOGIC NUT 12' 0.C. Q OR ® CONTINUOUS BLOCKING 1/4 ANGZ • DETAIL 20 ADJUSTABLE HEADER OR 511.1. DETAIL 17 1/4-20 M ASHINE SCREW ANCHOR WITH SIDEWALK BOLT OR 1/4" MASONRY SCREW 4" 0.C. 3" MW. EDGE DISTANCE POURED CONCRETE ONLY 59.5 PSF MAXNLN - / PANEL HECHT 1O9° MAXMUN PANEL SECURED WITH WASHERED W1NGNUTS STUCCO FINISH REFER TO DEFECTION CHART NOTE' STORM PANE. ROBERT S. MONSOUR. PE EB- 0006024 �rrls C1CINCEVIG. nc • NOTE* CONNECTION TYPE "A" - a f'MSTUCCO INSTALLATION Ili .: ..111 CONNECTION TYPE "A" DETAIL 14 HEADER or SILL aa; '�1QIG 7C e . SEE ANCHOR SCHEDULE COMECTION TYPE "C" DETAIL 18 BY CLASS IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDI17ONAL 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 FRAMIta T AP ? D• EU LIM _YING MTH THE SO JTi- LD'!DA BU "LD'.NO CODE Q _•� DATc 60 _ � • 'A QL 19lD ./!.. PRODUCT. CO I_ DIV!S -ON BUILDING CODE p COMPLIANCE OFFICE ACCEPTANCE NO 1 g -03 04 -Q3 1 1 REVISIONS eY 4/20/98 06/12/98 08/14/98 SP SP SP sp I • Mai 1 seP / Jai / Rsm "AWED 01/70/97 SHOWN 98001 7 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" over 9e-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" PANEL HEIGHT 0=104 104 =124" WALL MOUNT 2" 2 1/4 INSIDE MOUNT 2" 2 1/4" BUILD OUT 2" 2 1/4" THE METAL TECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE HORIZONTAL BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS. h oa 24 ga. STEEL 3° CriCO FRONT VIEW SIDE VIEW 3. . Il 1/4 -20 STUD WITH W/NGNLJT 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 BAR SIDE VIEW FRONT VIEW DETAIL "E" MAXIMUM GAP BETWEEN PANEL AND HEADER /S 1/4" (TYP.) DETAIL "F" FASTENER MUST BE /IV NORROW PORAON OF KEY HOLE MOUNTING HOLE MAY ALSO BE A 9/16" DIAL CIRCLE DETAIL "G EXPLODED ASSEMBLY DETAIL 13 ON SHEET 3 WALL MOUNT ANCHOFBNG PANEL TOP & 0077DA. NO HDR DR SIIL HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY 24 GAUGE MAXIMUM PIPACT STEEL STORM PANEL DETAIL 13 ON SHEET 3 DETAIL 3, 4, & 8 ON SHEET 2 DETAIL 3.4, & 8 ON SHEET 2 WALL MOUNT ANCHORING PANEL TOP & BOTTOM Wulf STUDDED HDR/SILL ./rte° FRONT VIEW SIDE VIEW DETAILS 3,4 AND 8 ONSHEET2 WALL MOUNT WITH HDR AND SILL ROBERT 'S. MONSOUR, PE EB- 0006024 PA'T1S E]1GINEERING, INC 1 124' MAX. PANEL HEIGHT ONE PANEL STRAP LOCATED MIDSPAN PANEL DEFLECTION CHART WITH HORIZONTAL STRAP MINIMUM DISTANCE BETWEEN GLASS AND PANEL HEADER AND SILL TYPE MAY VARY, DEPENDING ON APPUC 770N DETAIL 1 ON SHEET 2 DETAILS 5,7,9,10 AND 11 DETAIL 15 ON SHEET 3 ON SHEET 2 DETAILS 5,7,9,10 AND 11 ON SHEET 2 TYPICAL SECTION VIEWS BUILD OUT WAIT HOP. ANDS i DETAIL 2 ON SHEET 2 D E T A I L 16 ON SHEET 3 INSIDE MOUNT KM MDR AND SILL DETAIL 4 ON SHEET 2 APPROVED AS COMPLYING WITH THE . SOUTH FLORIDA BUILDING CODE DAT`YGf° /L _SA lg £Y PRODUCT CON? CL COLS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO qC4 - 030(• 03 mot 8'f 03 /20/98 • 06/12/98 08/14/98 SP SP SP I • ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4' RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 1 3/r MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES (MASONRY SCREWS) 114' RAWL PERMA-SEAL TAPPER 1/4' ELCO PANEL MATES 1 1/7 MIN. EMBEDMENT IN CONCRETE 1 11■' MIN. EMBEDMENT IN BLOCK 16 12 6 14 11 5 15 7 6 13 : 6 5 12 6 4 13 13 12 13 13 11 10 11 11 15 14 12 16 15 14 13 6 6 13 13 13 13 12 11 7 7 11 13 : 13 ...................... 9 13 13 7 13 13 3 13 13 12 . 13 ............................ . 10 : 13 13 14 .........._... 11 6 13 13 13 10 5 13 : 13 13 16 13 16 13 15 13 13 13 13 13 13 16 11 W : 13 13 16 ........ 10 - - - -.. 8 .. - -- -.. 13 ....._.._ 1 3. 16 9 7 12 13 6 10 11 11 5 5 9 10 10 5 ............................ ............................... 4 8 9 9 4 14 13 7 13 :13 13 13 6 13 13 12 12 5 12 : 12 ROBERT . MONSOUR, PE EB- 0006024 MIS a'(GINeEQINC, Etc SPANS AND LOADS SHOWN IN THIS SCHEDULE ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4. MIN /MUM ENBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO AND /OR WALL FINISHES. SHADED AREAS REPRESENT ANCHOR CONDmONS THAT ARE NOT ACCEPTABLE. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE. SHUT I tK SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY. APPPOVED AS C5MPLYING WITH THE SUEZ D NG CODE ei Ot ?::01.%!;;T C')tfl .OL DEY:S ON SWLC<<`:G CODE COMPLANCE OFFICE = .CCE'TA iC= NO VI "GO' $-o3 REVISIONS BY 03 /20/98 06/12/98 08/14/98 SP SP SP 1 1 SEPARB NOWICD 01/10/98 98001 7 MOT 5 ANCHOR SPACING vs DESIGN PRESSURE AND CONNECTION TYPE 1/4- RAWL ZAMAC NAILIN DRIVE (HAMMER DRIVE ) 3/8 MIN. EMBEDMENT IN CONCRETE 105" span 1 1/4 MIN. EMBEDMENT IN BLOCK VARIOUS HEAD TYPES ? I t `� I �t i gl `> ICI u (MASONRY SCREWS) 114' RAWL PERMASEAL TAPPER 1/4' ELCO PANEL MATES 1 1/2' MIN. EMBEDMENT IN CONCRETE 1 1/4' MIN. EMBEDMENT IN BLOCK 13 1 1 .. 16 11 13 ! 16 8 7 10 11 15 7 6 ROBERT MONSOUR, QATIS E7laneeQINC, C1C. SPANS AND LOADS SHOWN IN THIS 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 W1T I STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE SHUTTER SYSTEM MAY BE INTSALL INTO WOOD. CONCRETE OR MASONRY. APPROVED AS COMPLYING Will THE SOUTH P OR DA BUILD:NG CODE _ DAT' , f ar • ,a; BY i_ ! .. PRODUCT CON '.OL DIV.S O V BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 — D3OL1- 03 REVISIONS BY 03 /20/98 06/12/98 08/14/98 sP sP SP I • 1 SEP /JRB of /10/98 SHOWN 48001 *Off s T .® ANCHOR NOTES: SPANS AND LOADS SHOWN 14 THIS SCHEDULE ARE FOR DE TERMING ANCHOR SPACNG 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 j2 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 THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH STAND THE ADOmoNAL LOADS AND INSURE PROPER ANCHORAGE - SHUTTER SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE OR MASONRY S C H E D U L E GI7 t t t iX i t �X � �I1 k X IIIT � WOOD LAGS 1" MINIMUM TREAD PENETRATION WOOD LAGS 1' MINIMUM TREAD PENETRATION 14 : 11 6 12 6 ; 5 .10 . 4 3 13 12 : 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 ROBERT = , _MO'‘N PE .EB- 0006024 FAITS ENGINEEP.R1G, INC APPROVED AS COMPLYING WITH DIE SOUTH FLC IDA BUILDING CODE BY PRODUCT CONThOI DIV S ON BUILDING CODE COMPLIANCE I OFFICE ACCEPTANCE NO Q6 - 63OL'0. 3 [ REVISIONS BY 08 /14/98 SP I 4 .+� • SEP /,aB/RS] IMIND ot% o/98 SHOWN 7 ,® i