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WINDOWS DOORS AND SHUTTER, a PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date t 1 112. (1 8 Job Address , 266 S. F. 14 s r. Tax Folio �ya Legal Description 1..o a 11€40 1 S f f - t-o"tr $a Historically Designated: Yes No V LA'S bt L Owner/Lessee / Tenant � Master Permit # q37 Owner's Address 1246 M' E 94 Si* Phone Contractin g Co. O ei4t + t. • Address 5 d b5 Affia� tit Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer 2 r41. SPE LE P• E Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION !Mssfer sf l Nis KI! r#Dd'$ 4 t.4 Di d0 Nie • 1 AND Address 137 S iV . WWI f lAw3 T A' b O t•.3 Iris r ' ca "TE /MaZrz 0 ',t.ta55 SL4F, rt 4 j 4ar(.- DJS.Q.E celkir.arr , pzQVba Square Ft. - 72 47 • Estimated Cost (value) 24 1 Oa • A C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. FEES: PERMIT ` RADON // /3 l8 Signature of owner and/or Condo President Date Sr • Contractor Owner - Builder Date Akejti■ Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner -Bum ' er My Commission Expires: My Commission Expires: � �y P use NOTARY SEA BARBARA ANN FUGAZZ1 O - ' ! 11 CoMIASSON NUMBER Q CC723468 MY COMMISSION EXPIRES M M . 26,2002 C.C.F. 0 I° NOTARY BOND TOTAL DUE APPROVED: Zoning Building 'r 1 l ) / Electrical Mechanical Plumbing Engineer S • „Di/60e )1/7 /qe • • "tD NOV -13 -98 SUN 10:56 AM ENGINEERING 3059317938 17./12/98 THU 16:41 VAX 305 3726339 BCCD PRODUCT CONTROL November 12, 1898 Mr. Ken Pangbom Binnings Pan American 2805 N.E. 185ffi 18S St. Miami, FL 33163 Raul Rodriguez Product Control Supervisor cc C. Danger PE, Director NOA file MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLADLER STREET, SUITE 1603 MIAMI.. FLORIDA 33130 - 1363 (305)371.2901 FAX (305) 375 -2908 PRODUCT' CONTROL DIVISION (305) 373.2902 FAX (305) 372.6339 Re: Series PA -9, Models A, 8, asaa C Aluminum Sliding Glass Door; Renewal No. 98-1110.06 Dear Mr, Pangborn: This is to inform you that the Notice of Proposed Action for the above referenced product under said renewal number, has been issued and sent to the Building Code and Product Review Committee for their final review on November 13, 1998. We expect that their review will be completed within 20 days at which time the Notice of Acceptance (NOA) will be issued. By means of this letter we are extending tho expiration of the below listed NOA from the original of November 16, 1998 expiration data to December 11, 1998 to cover the committees final review time. Please attach a copy of this letter to the existing NOA at time of permitting, 495- 0831.01 Series PA -9, Models 4, g, and C New Expiration Date: December 11, 1999 Aluminum Sliding Glass Door This letter expires December 11, 1998. We hope this addresses your concerns, should you require any further information on this matter please feel free to contact this office. Sincerely, i': paoncNru t.ETreats ATUS14saHniipPiMm Gnsap2.doc Internet mail address: postmaster @fwildingeadeooline.com • Rom page: http : / /vnww.puildingeodeonliae.rom IS1QOL P. 02 METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 2805 N.E. 185 St. Miami, Your application for Product Approval of: Series PA -9, Models A,B,C - Aluminum Sliding Glass Door 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, For listing see Section 8 of this Notice of Acceptance. This approval shalt 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 resting. 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 arnmendments 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. Acceptance No 95-0831.01 Expires:11 /16/98 FL 33163 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375.2906 PROOUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372.6339 aul ' o• iguez Product Control Super% isor 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. anger, Director Building Code Compliance Dept. Approved:11 /16/95 - Metropolitan Dade County Brinniiigs Pan American ACCEPTANCE No.: 95- 0831.01 APPROVED . NOV 1 6 1995 EXPIRES : NOV 1 6 1998 NOTICE OF ACCEPTANCE: SPECIFIC CQNDIT[QNS Anchors: All 11MIodeIs: Left fixed panel anchored to frame jamb using three 5/8" by 1 1/4" extruded aluminum bracket, interlocking with frame jamb and secured to stile with one No. 6 by 3/8" Tek screw per bracket; brackets located 6" from each end of stile and at midspan. Model PA -9 -A and Model PA -9 -B: Each fixed interlock stile anchored to frame with one I" by 2" by 1/8" aluminum angle at top and bottom; the 1" leg is 1 1/2" wide, fabricated to fit over track and the 2" leg is 1 1/8" wide; the 1" leg secured to frame using two No. 10 by 1 1/2" SMS and the 2" leg secured to sitle with panel corner assembly screw and one No. 8 by 1" SMS. Total of six angles. Model PA -9 -C: Each fixed interlock stile anchored to frame with one I" by 2" by 1 1/2" by 3/16" aluminum angle; the 1" leg fabricated to fit over track; each angle secured to frame using two No. 10 by 1 1/2" SMS through the 1" leg and to stile using panel corner assembly screw and one No. 8 by 1" SMS through the 2" leg. Total of six angles. Retainer Brackets: Model PA-9-A: None. Model PA -9 -B: One 1" by 1" by 1/8" by 1 1/2" long aluminum angle attached to the exterior of male astragal stile at the bottom using one No. 10 by 1" SMS. Model PA -9 -C: A 7/8" by 1 1/2" by 3/16" by 2 1/2" long aluminum angle bracket installed in sill on exterior of astragal stiles, secured to sill through the 3/4" leg with two No. 10 by 1 1/2" SN1S. A 2 3/8" by 1 1/2" by 1/8" bracket attached to the top of the astragal with panel corner assembly screw and one No. 10 by 1" Tek screw. 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. S. IDENTIFICATION - 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". -2b- Li :. .. Man e Perez, P.E. P1. 5 xaminer 11 Product Control Division Dinnings Pan American ACCEPTANCE No.: 95- 0831.01 NOV 1 6 199 APPROVED EXPIRES NoV 6 1998 2.4.4.3 Model PA -9 -C - One 3/8" by 1 1/2" cold rolled steel bar in each interlock stile (total of 4). One 1 1/2" x 1 1/2" x 1/8" cold rolled steel tube in female stile. One 7/8" x 1" x 7/8" x 1/8" aluminum channel in each moving panel bottom rail. 2.5 Weatherstripping: Quantity Description One Row Vinyl bulb One Row Vinyl flap Double Row Vinyl flap One Row Double Pile One 5/8" x 7/8" x 1/2" high pile pad 2.6 Hardware: Quantity Description One Flush metalic lock Location female astragal stile female astragal stile each frame jamb and moving panel bottom rail each panel top rail top of each interlock stile Location at right moving panel lock stile and male astragal stile. One Metallic wheel - adjustable at each end of each moving panel bottom rail. 2.7 Weepholes: Quantity Description Location Two 2" notch One at each end of track. 2.8 Muntins: Noise 2.9 Sealants: The following are sealed with aluminum colored sealant: perimeter each frame corner and all bottom panel corners. ' 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The following configurations shall also qualify under this approval: XX00, OX, XO, OXX, XXO, XX. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 Head receptor is not allowed to be used in this installation. 3.4 For Design Pressure Rating see Section 7. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Double Row #10 x 1" Flat Head SMS located 6 1/2" from corners and 22" o.c. max. HEAD : Double Row #10 x 1" Pan Head SMS located 6 -1/2" from corners and 22" o.c. mac. JAMBS : Double Row #10 x 1" Flat Head SMS located from bottom, 5 5/8 ", 28 5/8 ", 41 1/8 ", 51 1 /4", 74 3/3" and 90 1/2 ". Note: Please see note #I 1. Page 3 - 2a M • - 1 Perez, P.E. P1 Product Control Divisio xamir.er 11 TEST TEST LOADS DESIGN LOADS • IR INFILTRATION .r 1.57 PSF PA 202 -94 0.35 CFM /FT2 MTL -16411 ---- ---- -- UNIFORM STATIC PRESSURE DESIGN LOADS PA 202.94 POSITIVE +52.0 PSF MTL -16411 +52.0 PSF MTL•1611 l UNIFORM STATIC PRESSURE DESIGN LOADS PA 202-94 NEGATIVE -52.0 PSF MTL -16411 -52.0 PSF MTL -1641 I WATER RESISTANCE (PSF) PA 202 -94 +9.20 PSF MTL -16411 +61.3 PSF 74TL -16411 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 POSITIVE +78.0 PSF MTL -1641 I +52.0 PSF MTL -1641 I UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202 -94 NEGATIVE -78.0 PSF MTL -1641 1 -52.0 PSF MTL -1641 1 FORCED -ENTRY RESISTANCE (FER) • MA 1303..5 NO ENTRY MTL -1641 I ---- ---- -- Design Pressure Rating (Positive) +52.0 PSF Design Pressure Rating (Negative) -52.0 PSF TEST TEST LOADS DESIGN LOADS . IR INFILTRATION © 1.57 PSF PA 202 -94 0.35 CFM /FT2 MTL -16411 -- --- - -- UNIFORM STATIC PRESSURE DESIGN LOADS PA 202-94 POSITIVE +45.1 PSF MTL -1641 I +45.1 PSF MTL -I64I 1 UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202-94 NEGATIVE 45.3 PSF MTL -16.11 I -45.3 PSF MTL -1641 I WATER RESISTANCE (PSF) PA 202 -94 +6.80 PSF MTL•16411 +45.3PSF MTL•164I I UNIFORM STATIC PRESSURE FULL TEST LOAD PA 202-94 POSITIVE +51.6 PSF MTL -16411 +34.4 PSF ,MTL -1641 I UNIFORM S'"ATIC PRESSURE FULL TEST LOAD PA 202 -94 NEGATIVE -51.6 PSF MTL- 16.311 -34.4 PSF MTL -15 FORCED -ENTRY RESISTANCE (FER) • MA 1303.5 NO ENTRY MTL -16411 ---- -- - - -- •- ___ Design Pressure Rating (Positive) +34.4 ?';F S Design Pressure Rating (Negative) -34.4 PSF -� • .Dinntrigs Pari American ACCEPTANCE No.: 95- 0831.0 • r . 7. TESTS IPERFORMED 7.1 Model PA -9 -A APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 161995 NOV 1 6 1998 7.2 Model PA -9 -B: -2d- Man 4He1 Perez, P.E., Plans aminer [1 Product Control Division $jrraings Pan American ACCEPTANCE No.: 25- 0831,41__ 2. MATERIAL CHARACTERIS`i :CS 2.1 Frame and Door Panel Materi: J: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material: Full lite, 3/16" tempered glass. 2.2.2 Glazing Method: Channel glazed using a flexible channel vinyl glazing bead. 2.2.3 Daylight Opening Size Each lite approximately 45" wide x 91" high. 2.3 Frame Construction: 2.3.1 Head: A 1.156" face x 3.278" deep extruded aluminum 2 -track channel. 2.3.2 Jambs; A .727" face x 3.766" deep extruded aluminum 2 -track jamb with 2 pile gro.)ve per track and two screw splines. 2.3.3 Track: Two track , 0.593" high x 4.125" wide with 1 .375" high interior riser flange, extruded aluminum. 2.3.4 Corner Construction: Butt joint, using two No. 8 x 1" pan head SMS. 2.4 Panel construction: 2.4.1 $tiles: Lock stiles consist of 1.164" deep x 2.024" face x .062" wall thickness extruded aluminum tube with a .375" x .607" pocket for glazing; major interlock stile is 1.688" deep x 1.625" face with 0.068 " wall, female stile is 1.750" x 3.0" with 0.068" wall. Stiles have a .375" x .607" glazing pocket. 2.4.2 Rails: Top rail is 1.03" deep x 1.298" face x 0.062" wall; moving bottom rail is 1.031" deep x 2.449" face x 0.062" wall; fixed bottom rail is 1.031" deep by 2.775" face by 0.062" wail. 2.4.3 Corner construction: Panel corners are telescope joint, using one No. 8 x 1/4" SMS. 2.4.4 Reinforcement; 2.4.4.1 Model PA -9 -A - No Reinforcement. 2.4.4.2 Model PA -9 -B - One 3/8" x 1 1/2" cold rolled steel bar in each exterior interlock stile. One 1 1/2" x 1 1/2" x 1/8" cold rolled steel tube in female stile. 2 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Buii;iing and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within ;!_e limitations contained in Section 3. 1.2 Model Designation: Series PA -9, Models B, and C- Aluminum Sliding Glass Door. 1.3 Overall Size: 15'- 11 1/2" wide by 8'- 0" high x 3.278" deep. 1.4 Configuration OOXX 1.5 No. & Size of Panels: Four on two tracks, left fixed panel 43 11/16" x 94 11/16", right fixed panel 43 1/8" x 95 1/16 "; left moving panel 48 11/16" x 94 11/16"; Right moving panel 49" x 94 11/16". M uel Perez, P.E. Plus Examiner 11 Product Control Division NOV 1 6 1995 NOV 1 6 1999 • $innings Pain American ACCEPTANCE No.: 95- 0831.01 EXPIRES NOTICE OF ACCEPTANCE STANJ)ARl) CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, 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: "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; 0:) 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 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 times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(i) and this last page 3. Items 10. 11 Sc 12 listed below onyv apply to glazed products 10. Unless specifically Indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 1 . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3- APPROVED Man Perez, P.E., Plans Product Control Division NOV 1 6 1995 NOV 1 6 1998 finer II BinnInalanAnierisan ACCEPTANCE No.: 95-0831.01 -2c- APPROVED . NOV 1 6 1995 EXPIRES : NOV 1 6 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive door, mean roof height, Length and width of building. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; The installation of this unit will require a hurricane protective system. M. Perez, P.E. PI Product Control Division Examiner 11 METRO -QWE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Sea View Industries, Inc. 3750 N.W. 46 Street Miami FL 33142 Your application for Product Approval of: Fold - A - Gard II, Aluminum Accordion Shutter 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 V. J. Knezevich, P.E. 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. Acceptance No.: 98-0512.02 Expires:05 /04/01 V 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. Approved: 08/27/98 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 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buildingcodeonline.com Sea View Industries, Inc. ACCEPTANCE No.: 98 -05 12.02 APPROVED AUG 2 1 1998 EXPIRES 05/04/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 95- 0524.05, which was issued on 09/07/95. This approves an extruded aluminum accordion 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 extruded aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -130, titled "Fold -A- Gard II ", prepared by Knezevich & Associates, Inc., dated 06/19/98, last revision #2 dated 08/04/98, sheets 1 through 5 of 5, 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 time. 4. INSTALLATION The extruded aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit 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.`191akar, P.E.- Product Control Examiner Product Control Division -2- Sea View Industries, Inc. ACCEPTANCE No.: 98- 0512.02 APPROVED • r ▪ i !; ; 9 i 1998 EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 05/04/2001 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE _ f`f Helmy A. akar, P.E.- Product Control Examiner Product Control Division -3- Date y("5fr Job Address . S Legal Description Historically Designated: Yes No Owner/Lessee / Tenant .41/3 .41/3 / ( 7,,f1 1. 4/7"), Si Master Permit # 9 J '/ z Owner's Address Contracting Co. /%"43 Qualifier s 2 i * SS# / Phone State # /1/.. Municipal # cc Competency # rr/c' Ins. Co. Address .s9 Address /-V� Address "yeti Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Architect/Engineer Bonding Company .4 Mortgagor J WORK DESCRIPTION Si Notary as t -9wner an My Commission Expire z2a7 A. f 574/ ,>" , ri7, ��a-77.7 ' , S`w.i Phone ..3 7,:.='; -2.--S- . 0 FEES: PERMIT /�► ■ RADON Zoning Building Mechanical Plumbing PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Tax Folio Address 'yea. A4/n7/ � v . 4 , .S4s. e-4-7 ils,•k -4 .14/S' %e i d Square Ft. 7R jib Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. © 9 Condo President Date Signature tractor or Owner - Builder a 2S ( 13- O 0S_° 64 - 0l D to yi Mill' Sr aCs ); L J1 ,,NITIANYPITMIC SIAM Cr 1,-;10110A eltio (a g o = s'loR? RIO, COT2 03 Notary as to Contractor or Owner - Builder Date My Commission Expires: NOTARY V BOND / APPROVED: TOTAL DUE /6/ r Electrical Structural Engineer 3750 N.W. 46 St. Miami, FL 33142 Building Official _) s. f 33/3$ Dear We are the Dade County Notice of Acceptance Holder for the "HT 100" Aluminum Accordion Shutter under number 98- 0402.05. This letter authorizes /%$ c%'/ Cam ,9 77 "HT l 00" Aluminum Accordion Shutter to be used at the following job: ob Cicero President INDUSTRIES, INC. Miami (305) 633 -9650 Fax (305) 634 -9060 to use our AWNINGS BAHAMA SHUTTERS STORM PANELS FOLD -A -GARD ROLL -A -GARD MErHO -&WE METROPOLITAN 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 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Sea View Industries, Inc. 3750 N.W. 46 Street Miami FL 33142 Your application for Product Approval of: Fold -A-Gard 100, Aluminum Accordion Shutter 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 Y. J. Knezevich, P.E., and test reports prepared by Construction Testing Corporation. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida udder the specific conditions set forth 'In 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. Acceptance No.:98- 0402.05 (Revises No.: 96- 1206.02) Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:01 /17/00 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. Approved: 06/09/98 -1- Internet mail address: postmaster @buildingcodeonline.com • i'.:� PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Director Building Code Compliance Dept. Metropolitan Dade County Homepage:' http : / /www.bulldingcodeonline.com Sea View Industries, Inc. ACCEPTANCE No. : 98- 0402.05 APPROVED JUN 0 9 1998 EXPIRES Jan. 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance, No. 96- 1206.02, which was issued on January 17, 1997. It approves an aluminum accordion 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 aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -801, titled "Fold -A -Gard 100," prepared by Knezev'ch & Associates, Inc., dated July 23, 1996, revision #5 dated April 30, 1998, sheets 1 through 6 of 6, 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 time. 4. INSTALLATION The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. .5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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) it order to properly evaluate the instal ation of this system. Helmy A. akar, P.E.- Product Control Examiner Product Control Division -2- Sea View Industries, Inc. ACCEPTANCE No. : 98- 0402.05 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE APPROVED JUN Q 9 1998 EXPIRES • • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Jan. 17, 2000 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Helmy A. 1"Clakar, P.E.- Product Control Examiner Product Control Division -3- MIAMI - DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Approved: 12 /31/1998 1 of 3 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 Steel Tech Industries, Inc. CONTRACTOR LICENSING SECTION 3750 -A NW 46 Street (305) 375 -2527 FAX (305) 375 -2558 Miami FL 33142 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 Fold - A - Gard 100, Aluminum Accordion Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0923.07 (Revises No.: 98- 0402.05) Expires:01 /17/2000 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Imirkm rancisco uintana, R.A. Director Miami -Dade County Building Code Compliance Office .., .,: „ad,. - ., — . SteelTech Industries, Inc. ACCEPTANCE No.: 98- 0923.07 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 3 1 1998 Jan. 17, 2000 1. SCOPE This revises the Notice of Acceptance, No. 98- 0402.05, which was issued on June 9, 1998. It approves an aluminum accordion 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 aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -841, titled "Fold -A -Gard 100," prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #5 dated April 30, 1998, sheets 1 through 6 of 6, 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 aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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`.'vlakar, P.E.- Product Control Examiner Product Control Division 2 of 3 SteelTech Industries. Inc. ACCEPTANCE No.: 98- 0923.0 APPROVED : DEC 3 1 1998 EXPIRES Jan. 17, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Product Control Division 3 of 3 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE A. Helmy A . ar, P.E.- Product Control Examiner t2 483. .875 • 483 . .. 620 1.840 .282 I t1 ..055 I t2 :.076 HEADER -CLG. O MOUNTED SCALE: HALF SIZE 07/20/98 16:50 0 N 0 O TYP. SLATS SCALE: HALF SIZE .048 - In -4- TYPE 1 TYPE 2 EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE SCALE: HALF SIZE 2.420 .966 .875 t3 1 t2 j rt2 --n mei 1 -t O HEADER 2 WALL MOUNTED SCALE: HALF SIZE *10 x 2" SMS. MANUFACTURED FROM 6410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING E .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) . t1 �t1 PI ..055 t2 • .076 t3 • .097 4831 3/8 "m x 0.90" LONG NYLON BUSHING W/ *10 x 3" SMS. MANUFACTURED FROM 6410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 ". x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ 15 BUSHING ASSEMBLY N-•2 • t1 SCALE: HALF SIZE 0.048 io O 0 0 NI : . •0 r- : o' m: O: NI ! .158; ♦ 4 40," .248 t1 .060 0.125 0 2.373•' 0.107 1.1= .055 t2 =.076 t3 • 125 0 BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.775 2.586 -.165 I.D. .285 0.0. 060- 060= 3.840 MAX. 060 "080 c .250 r 949 . 1.391 • 1.991 0 ADAPTER SLAT Og CENTER MATE 1 10 CENTER MATE 2 SCALE: HALF SIZE .472•' I.D. � - .612" O.D. m! 151 1.350" 2500" I ♦ 1 g LOCKING CLIP SCALE: HALF SIZE mi r20.i o I_ t t1 600! t2- t2it I 483 1.840 01 o ••t2 04 .875 {483, I t1 = .055 1 t2 ..076 WALKOVER SILL 17 FLOOR MOUNTED SCALE: HALF SIZE 1.840 • ♦ 0.875 qq ! t2 , (T� P 2) (1 'P 2) 0.326 1.840 • 01 91.522 0.600. (TM"2121l \: 1 1 ♦ o. m; 40,060 CV 0 .40.483 • ert2 11 0 OI p oi I O 2.420" • 945' ♦, 60 ! -1111 -t1 OI OI -t2 .752" t3 SILL -WALL 0 MOUNTED SCALE: HALF SIZE 2.795 095 j -4442%- .942 , 7,659 L101 SCALE: HALF SIZE t;T Tt.1 .� t1 ..055 t2 ..076 t3 • .097 2.984 ♦ • -Kr • 46S, .600 .620; 1-Nir S00.. r! I I O N STEELTECH INDUSTRIES, INC. MIAMI. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED ♦ 1.685 .055 Q ADJ. SILL -TOP SCALE: HALF SIZE • 0. ♦ 711 NOTES: 1. THIS ACCORDION SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A MIN. Fy o 33 KSI. POP RIVETS SMALL BE 3/16 - 0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERTICALLY). LOCKING MECHANISM SHALL BE LOCKED 10 PROVIDE HURRICANE PROTECTION. 7. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI-DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 96 -024 AND 96 -037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. .058 - 11. 5 MAX. ANGLE wt NI N SCALE: HALF SIZE - STAINLESS STEEL ASSEMBLY - .4600 HOLE 1.100 : - .251 • 12 ROLLER ASSEMBLY SCALE: HALF SIZE 1.533 .055 -:t ITYPt O ADJ. SILL -BOT. SCALE: HALF SIZE - NYLON WHEEL PLACE D IN • .040 "R - r • • vv .050 .025 TYPO, 1.250 90° END SLAT SCALE: HALF SIZE .050 .025 t•r•1- 250 O 90° END SLAT SCALE: HALF SIZE 1 0 .985 400 050- 75 FLAT END SLAT SCALE: HALF SIZE .956 517 .222 r v+ r m m •5.080 / 376 488 7G 2 1.400 INSERT SCALE HALF SIZE 2.812 •. 197 .312 ; .._, 2 "4 0• .322 g. .2 X77 , .688 , 1.115 _, 0 --.323 14 LOCKING ARM SCALE: HALF SIZE 1/8'• THICK. STAINLESS STEEL THE PERMIT HOLDER SHALL VERIFY THE AOEOUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL BE INSTALLED IN ACCORCANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF o.w.IO .\ 19_ BY PRODUCT. C3N' CL DIV:S :0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. c t c C O5 0'9 m s: r l m 1 v : rm Y z ° Z W Q U °° Oa CO • CO CC Q z U > W N W z V O ;I • r- ` • a .' Nv Ct 71 C A < , ('9 CO • J Qn U i $ L I , J W W :p .tt Y��I I LE •NEER 3 1 r PRGFESSIO F;_ Li PE I date t i ans No: drawing no. 98 -841 onset 1 ot6 z a 0 Oi • 07/23/96 :suite �ewn by I AS NOTES I: design by 'checked by VJK J VJK MCI 4 N O 0 0 O QUO maw. IMO - - --j 4 a H I 4 4 a N SCALE: 3" . 1' -0" 1"x2"x /8" ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16 ALUM. POP RIVETS (TYP) 2" x 2" x 1/8" ALUM. TUBE 6063 -16 ALLOY 07/20/98 17:04 1 SCALE: 3' SECTION BOTTOM TRACK VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. 2" MIN. FASTENER QI 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) OA ALT. CLOSURE DETAIL EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL TOP TRACK A LT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE (B 18" ABOVE OR BELOW CENTER (SEE NOTE 6) *10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET ((E 18" 0.C. 1 x V x .055" ; 1' x 2" x .055 ": 2 "x 3' x.055" ;2"x4'x OR 2" x x .125" AL ANGLE *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET 0 24" 0.C. (TYP) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 4 m LOCKING ARM g ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE SCALE: 3" . 1' - 0" SCALE: 3" . 1' -0" 2.110 -0.13S" R - 0.435" R - 0.375" R t -0.200 INSIDE 'T' HANDLE SHIM (NYLON) SCALE: HALF SIZE 2" MIN. .r / FASTENER (S 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL 2" x 2" x .125" ALUM. ANGLE CONT. *10 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET Cm 18" O.C. 1^ x 1' x .055" :1' x 2" x .055 ": 2" x 3' x .055" ; 2' x 4" x .055" OR 2" x S" x .125" AL. ANGLE 1/4 - 20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS 24" O.C. HALF OF ® USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL EXISTING STRUCTURE - FASTENER 0 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). — SINGLE ARM OR "T" HANDLE LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4" +, SINGLE ARM LOCK MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -16 ALUM. ALLOY (1 /8" BELOW CONCRETE) 1 -1/4" DRILL S/8 "0 HOLE FR BOTTOM OF EXTRUSION ASSEMBLY FOR TRUSS HEAD BOLT (TYP) - MN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM "T" HANDLE WHEN HANDLE 15 MOUNTED INSIDE. PLAN VIEW SCALE : 3 "= 1'- 0" INSIDE CLOSURE i ! •� "T" HANDLE W/ , \SHIM TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 3/4" MIN. SEE FASTENER SCHEDULE _ . ' 1 -1/2" MAX - JOINT BETWEEN REMOVABLE AND FIXED SILL O REMOVABLE FLOOR TRACK DETAIL SCALE : 3". 1'- 0" ALTERNATE O FLOOR MOUNT DETAIL FASTENER 0 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING / GLASS —, 1 ",1 "x1 /3" ALUM. ANGLE W/ 3/16'0 POP RIVETS 0 6" 0.C. NYLON HANDLE - SECTION 0 O 6a- HANDLE OR sr REPLACE MW LOCK) OPTIONAL CLOSER HANDLE G ‘! • I OPTIONAL ACCESS HOLE -EXISTING STRUCTURE FASTENER 'TYPE 4" SEE SECTION H ON SHEET 3 FOR COMPLETE INFORMATION 2" MIN. 1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE APPROVED AS COMPLYING WITH TfIF CONCRETE FASTENER @ 8" O.cSCUTH FLORIDA BU LDINC CODE ANY SCHEDULED FASTENER IS ACCEPTABLE DAT (_ 10 a BY i E,Ar/ fr PRODUCT CO, RO! D1V:S ON BUILDING COLE COMPLIANCE OFFICS ACCEPTANCE NO. 54 - q2 3 .o 0 0 0' r i N W 4 0 0 4 t- a N m m N m 4 1 CO CO CI CO CI 03 • 3� Q �lf; — — In 2 01/23/961 j'drawn by 1 AS NOTC JI MCf :design c0ackwd by1 VJK It VJK J 1 scat• drawing no. 98 -841 sliest 2 of 6 SHUTTER I SEPARATION FROM GLASS (SEE SCHEDULE SHEET Si GLASS OR 000R- I / 1' / ' O WALL MOUNT SECTION G SCALE : 3 "= V- 0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ;�1/2_ /' ANCHOR SCHEDULE. TYP. V / FASTENER, SEE ANCHOR ' SCHEDULE. REFERENCE ,,,/ / / CONNECTION 'TYPES' f",/ EMBED i BUT DO NOT EXCEED i 1/2' o t i ^ ,. I 11 CONT. 'I O 07/20/98 17:05 ""-GLASS OR DOOR EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. / SCHEDttLE. REFERENCE CONNECTION "TYPE 1' I US I • • / I V EMBED f 11 CONT.- 1/2" r 1/2" 1/2" EMBED. ROLLER ASSEMBLY 0 '1/2' / TYP. EVERY OTHER PIN - FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' - fY 1 /YI =TWO 1/4 -20 MACHINE BOLTS W/ NUT OR *14 TEK SCREW 12- O.C. (TYP, TOP & BOTTOM) MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 9 -3/16' MAX. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP). FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' i BUT DO NOT EXCEED 6' SPACING 11 CONT. 1/2' O 11 )CONT. 1/4' MAX. CONT. 0 CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION K SCALE : 3 "= V- 0" 1/4" MAX. / 5/e' 1/2' MIN. SHUTTER SEPARATION u11` FROM GLASS (SEE SCHEDULE SHEET 5) 4 u x 0. N W GLASS S OR 000R O N 3/16'0 POP RIVET <-, OR *12 TEK SCREW X O (0 6" 0.C. (TYP) — a W Lv 08® W 0 W ASSEMBLY 1" x r x ANGLE W/ 3/16'0 POP RIVETS CA 6' 0.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' — 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. ITYP, TOP & BOTTOM) .- ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N 1/4' MAX O — 1/4" MAX EXISTING CONCRETE. MASONRY EXISTING CONCRETE. MASONRY( OR W000 STRUCTURE. SEE OR w000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE. TYP. — .'•T / 1 / ./ t-- I/ // , i!( 2 2 aN Q 3_,_ iL 0W FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' SCALE : 3 "= 1'- 0" GLASS OR DOOR 1 /L' MAX. , — 3/16 - 0 POP RIVET @ 6' O.C. (TYP) 1/4" MAX. EDGE DIST. EDGE DIST. / ,i T EMBED. T 1 L 1 / 2 " O ` W • a OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4' OFF CENTER REFERENCE CONNECTION 'TYPE 4' MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 5 I FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' -© TYP. TOP L BOTTOM O 2 -7/8" MAX. z a N a w - Z 0 I J J X W GLASS < 2 OR 000R - E W to W FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' i 1/2' MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 3 -3/4' MAX. ALT. ANGLE LEG DIRECTION (TYP)- O CEILING /INSIDE MOUNT SECTION O BUILD -OUT MOUNT SECTION EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 1/4" MAX. O BUILD -OUT MOUNT SECTION L SCALE : 3"= 1'- 0" —0 CONT. - FOR LARGER SPANS USE Too 2" x S' AL. ANGLES (SEE SCHEDULE 1 TYPE C) — FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 SCALE : 3 "= T- 0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2' 0 CONT. - FOR LARGER SPANS USE TWO 2' x 5' AL. ANGLES (SEE SCHEDULE 1 TYPE C) MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 — 1/4 -20 MACHINE BOLT W/ NUT 012' O.C. ITYP, TOP & BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' s BUT 00 NOT EXCEED 8 -1/2' SPACING 1 /L' MAX. z z' < a: 1 L I- a, N W to. O V 1 J to J a S' a W 4 .y N . N OTOP & BOTTOM 1 /4" MAX. I- 0 I UJ 17: O• W GLASS OR DOOR 1r- OM FLOOR MOUNT SECTION SCALE : 3 "e 1'- 0" MN. SHUTTER SEPARATION FR GLASS (SEE SCHEDULE SHEET 5) 3 -3/16' MAX. / EMBED EMBED. SCALE : 3" = 1' -0" 1/4" MAX 17 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' '_ " EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. .o50- ALUM. TUBE TYP. TOP BOTTOM 1/4" MAX 1/4 MAX FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT EXCEED 8 -1/2^ SPACING BUILD -OUT MOUNT SECTION J APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT" ( . ' M •' t 19 ar : . • - ��. PRODUCT CON • 'IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 15K2L9 .0"] z FL Li PE 0 09 :3 date No: 81998 07/23/96J :scat• ,I drawn by ' NOT'CD MCI ■ dosipn by chocked byi VJK VJK 1 drawing no_ 1 98 -841 1 ahtet 3 of 5 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 x 5 - 7w = 125" 8' -0 B' -1" Tf . 125" 2 x 8" Tr ..072" r -0 12' - 0" Tf a.22L 70' - 0" 17 - 1 - 2" x 9" 8• -0 13" - Tv a .072" Tf c 22- 10' -0" I2' -3 EXISTING STRUCTURE GLASS OR DOOR GLASS OR DOOR ti MIN. c EMB. -P I i• NI THREE 5/16 "0 CALK -!N p 3 -1l8' 0.C. W/ 1 MIN. EMBED. IN CONC. 'r - -• 1; OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE 01ST. "' ° .1 ! :L - c rnlZ MIN. EMB ! NI ' THREE S /16•0 CALK -IN p 3-1/8" I 0.C. W/ 1 MIN. EMBED. IN CONC. / OR HOLLOW BLOCK W/ 3 -3/4 - /1 MIN. EDGE DIST. / S o d EXISTING STRUCTURE J 3 ai _I g 2 "x3'x1 /4 -8 6063-T6 ALUM. ANGLE -ALT. LEG DIRECTION SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) (MAX DESIGN LOAD � 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3 "= 1'- 0" SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 3/16 - 0 POP RIVET OR *12 TEK SCREW p 6 0.C. OL &O ASSEMBLY SCALE : 3 ". 1' 0" - THREE -1/4"0 THRU BOLTS f 1 MIN. - Tw g Tf -' ACCESS HOLE -. � \f L T " - r MIN. - 2 x3"x1/4 "x0' -8" 6063 -T6 ALUM. ANGLE ALT. LEG DIRECTION (MAX DESIGN LOAD s 72 PSF) - ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" 0.C. USE THRU BOLT OR ACCESS Ii9LE AS SHOWN IN DETAIL 1/4 MAX. 0: W r 1- 7 _o N 1 =W = > < 2: < W pj J < Z E cc W v.) - THREE -1/4'0 THRU BOLTS © BOTTOM SUPPORT BEAM DETAIL 0: 3/16"0 POP RIVET OR *12 TEK SCREW (0 6 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 - 20 S.S. MACHINE SCREW & NUT (m 12" O.C. PROVIDE rA ACCESS MOLE IN BOTTOM OF BEAM OR USE THRILEICILT AS SHOWN IN DETAIL N NOTE: 1. USE 9EA SCHE ULE FOR DETAILSINAND . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM OF SUPPORT TO c. OF SUPPORT. GLASS OR DOOR r EMBED. PLYWOOD AND STUCCO FINISH rx3 "x1/8" OR x4 "x1/8" 6063 -76 ALUM. TUBE- (MAX. DESIGN LOAD = s 72 P.S.F.) © WALL MOUNT SECTION - USING ALUM. TUBE SCALE : 3' 1'- 0" GLASS OR DOOR tI I2 ^i MIN. SHUTTER SEPARATION FROM GLASS EMBED. PLYWOOD ANO STUCCO FINISH 2" x 6" P.T. w00D PLATE (SEE SOEDULE SHEET 51 MIN. SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 O sr 1/4 - 20 S.S. MACHINE SCREW & NUT 012" 0.C. PROVIDE 1"0 ACCESS HOLE :70 BACK SIDE FOR FASTENING — TWO 1/4 "0 S.S. LAG SCREW LID 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS Y2" Naar 1/4 MAX. 1 /4 MAX. FOR WOOD PLATE USE 7/4'0 S.S. LAG SCREW W/ 1-3/1." PENETRATION INTO WOOD PLATE an 12" O.C. TWO 1/4 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATIONFy IN CENTER OF STUDS (MAX. DESIGN LOAD = ± 72 P.S.F.) ® WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE SCALE : 3". 1'— 0" APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILD :NG CODE GAT Ist- PRODUCT COI OL DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO c (t - 01� a • ° 1 VJ.K PROFESSIO =L Li PE 0 ' i s !scale 1 AS NOT!DI design by I VJK Z lz i P ' m M I if'i ] : 0' <.Qi C -2 Q ! an • oI CC it N i W. w N I WI - . Z (r os ; o3 I . • C w In I a 0 m. _!- 00 ..7 Q > :y Z -I N W I �. O ,I H m NI I W I _ E u- -- 'I Z: v w X Y'. > N Q .: m : - P IL IP• - I ^ . CO m Z ~' W W N ..S:0 Y 0 Imo! C T I .- Z ; }; O 0. ^ o : io!- 00 f : v • - ER I 1998 07/23/!61 drawn by I MC I (checked by [ shacked drawing no. 98 -841 sheet 4 of 6 07/20/98 17:05 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL • SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4. 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 1 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDTIONS EXCEPT®® © (FT - IN) TYPE 8 DETAIL ©OR DETAIL W/ SINGLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - IN) TYPE C DETAIL 0 DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. IFT - IN) TYPE D DETAIL ® 9 - 3/16" MAX. 8.0. (FT - IN) 30.0 13-1 12 -4 13- 1 12 - 38.0 13 -1 11 -0 13- 1 11 -2 40.0 12- 11 10 -8 12 -5 10- 11 48.0 12-4 9 -9 10 -4 10-0 52.0 12 -1 9 -4 9 -7 9 - 56.0 11 -11 9 -0 9 -0 9 - 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10 -11 8 - 3 8 -3 8 -5 67.5 10 -9 8 -3 8- 3 8 -5 71.2 10 -3 8 -0 8 -0 8 -2 75.0 9-8 7 -8 7- 8 8 - 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6- 7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4- 9 5 -0 130.0 5 -7 4 -5 4 - 4 - 140.0 5 - 2 4 - 1 4 1 4 -3 150.0 4 -10 3- 10 3- 10 4 - 0 160.0 4 -6 3-7 3- 7 3 -9 170.0 4 -3 3 -4 3- 4 3 -6 180.0 4 -0 3 -2 3 -2 3 -4 190.0 3- 10 3 -0 3 -0 3- 1 200.0 3 -7 2- 10 2 - 10 3 -0 210.0 3- 5 2- 8 2- 8 2- 10 A 6 L E 1 07/20/98 17:06 NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. A B L E 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ( 3 L 1 BY PRODUCT CO. ROL DIV!S!ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Ma - e I d I 0 - z � C W ► Q r U 00 i O . CO • fn ¢ W z Os U _ r W N 0 W z .0 lJ0' m P m I S a I 2 I < �: C e ` : p. LL W I N1 W • J N I N Vi <r • ‘.7 c in Z 0: a` i WE. . 2 r m' _. VI a. 0 ] Ni . .. i 0 4 • >: F J 0 W -. < i- in . W 1 = F e Zl i 42 r- ;c Y : m E a o c ■ - N < co • O r Z Z = W z 0 : p.i E CC 7''. E . d , r < 0 1 F O F ■ u!.6 0 v 0 140 11 T" 4 u: U. . ': CD C•) 0) Q , C7 3 ct Q ' ! i aI : N . Ii �j�i�ioi� o.F;FIZ ; gym; I I Q: W : W r'i�iz. •Ia: <yI N; �' Ni I y, W!<:Q n: II LL'J ! °: . 1 :0 :R Hi:T. • . 'O. C ::a •1ii' O ire a '� 1. °a'a: :N Nili•3'O I =i °w Z . m i l i 4 1 2 1 -! I i Lj i C �� i I mo • i I V.J. KNEZ VICH PROFESSION GINEER FL Lic PE 00 dare No: 83 8 1998 drawing no 98 -841 sneer S of 6 07/23/96 scale rdr.wn by AS NOT!O MC design by I checked byl V.P 1 Vm 07/20/98 17 07 10. FASTENER SPACING ANCHOR SCHEDULE DESIGN LOADS FASTENER - ANCHOR SCHEDULE DESIGN LOAOS REQUIRED (INCHES O.C.) FOR VARIOUS SPACING REQUIRED (INCHES O.C.) FOR VARIOUS . EXISTING STRUCTURE ANCHOR TYPE NEG. 2" EDGE DISTANCE 3e EDGE DISTANCE EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD (W) P.S.F. MAX (SEE NOTE 1) 3/4° EDGE DISTANCE LOAD (W) P.S.F. SPANS UP TO 5 (SEE NOTE 1) SPANS UP TO 8' -0 (SEE NOTE 1) SPANS UP TO 13'-1" (SEE NOTE 1) SPANS UP TO 5'-8" (SEE NOTE 1) SPANS JP TO 8'-0" (SEE NOTE 1) SPANS UP TO ( = 1) SPANS UP TO S' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO (SEE 641 MOKENA DRIVE•MIAMI SPRINGS, FLORIDA 33166 MIAMI (305) 883-9571 FT. LAUDERDALE (954) 677-9500 FAX: (305) 883-9572 H1100 LICENSED SY 1 SHUTrER GROUP, IND] • MAX. (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 2 34 5 CONNECTION 1 TYPE 2 3 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPP . 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE MIN. 3,000 PSI CONCRETE 1/4"0 1 -1/4" 48 12 12 12 7 9 12 12 10 5 7 12 3 L. 12 12 12 1112 12 12 S 7 7 12 8 3 4 000M 1 /4"o W000 LAG SCREW W/ 1 -3/4" MIN. EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 48 12 12 11 7 12 12 12 8 5 11 10 ' ITW TAPCON W/ 62 12 12 11 5 7 12 12 8 3 5 11 / 3 12 12 12 8 12 12 10 L. 6 4 12 7 3 4 62 12 12 8 5 12 12 12 6 4 8 7 ' MIN. EMBEDMENT 72 12 12 10 4 6 8 12 7 3 4 m 11 57, I j 3 12 12 12 7 9 12 8 3 5 4 12 7 3 4 72 12 12 7 5 10 12 12 5 3 7 7 11111►NI11111111111111111111111 9 2 11 12 7 3 5 4 11 5 3 11 11 4 3 V 3 12 4 12 12 9 7 5 4 Z. 4 12 12 7 7 3 3 4 4 4 4 12 12 7 7 3 3 .4 4 _ IMIMMIAZ> 9 2 12 12 5 3 8 7 12 4 / 6 7 210 L. 11 5 j 3 4 11 5 % 3 210 7 12 4% 6 7 12 4% 6 7 12 4. 6 1/4 "0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT - rF =.1 48 12 12 12 9 12 12 12 11 6 11 10 12 7 4 7 12 12 12 12 12 12 12 12 5 12 12 12 11 6 8 ANCHOR NOTES: ARE FOR DETERMINING SHUTTER SPAN FOR TO THOSE IN TABLE 1, EXISTING STRUCTURE EDGE DISTANCE. DESIGN LOAD AND HIGHEST VALUE SHOWN. IN ACCORDANCE WITH DISTANCE EXCLUDES WALL BE CONCRETE, HOLLOW BLOCK, ANCHOR SCHEDULE FOR ON TYPE OF EXISTING A MINIMUM OF 1/2" ENGAGEMENT AND MAY HAVE EITHER A PAN HEAD (SIDEWALK BOLT), U.O.N. IS WOOD FRAMING, WOOD FIELD VERIFY THAT FASTENERS MEMBERS, NOT PLYWOOD. ACCEPTABLE ONLY FOR SIDE TO NARROW FACE OF STUD LOCI TEC IN CENTER OF 2x W000 ACCE. TABLE FOR WOOD FRAMING. V ANCHOR SPACING SHALL ® ANCHOR SPACING SHALL .'tPPRCVED a$ CC G WITH THE SGI,iH Fif�R!DA au!LDING CODE DAT" , • BY L _� ' f �� r I CT co �1 r•.CuCL DIV:S:ON e U(CDING CO CODE 1pL!gNC OFf!( r "•E ?TANC: NO. _ - o D • 01 62 12 12 12 7 12 12 12 9 5 9 7 12 6 3 6 12 12 12 10 12 12 12 12 i 11 9 12 10 5 F 72 12 12 11 6 11 12 12 7 4 7 7 12 6 3 6 12 12 12 9 12 12 12 12 E I 9 12 10 5 1 SPANS ANCHOR SPECIFIC SHEET 2. ENTER MATERIAL, ENTER SHUTTER 3. ANCHORS MANUFACTURERS 4 MINIMUM FINISH 5. EXISTING OP. WOOD PROPER STRUCTURE. 6. MACHINE OF THREADS HEAD. 7. WHERE FRAMING ARE FASTENING CLOSURE g WHERE F RAMING. STUD. 9. FCR NCT FOR NCT AND LOADS SHOWN HERE SPACING ONLY. ALLOWABLE LOADS MUST BE LIMITED 5. TABLE BASED ON THE ANCHOR TYPE AND TABLE WITH THE NEGATIVE SPAN OR THE NEXT SHALL BE INSTALLED RECOMMENDATIONS EMBEDMENT AND EDE OR STUCCC. STRUCTURE MAY FRAMING. REFERENCE ANCHOR TYPE BASED SCREWS SHALL HAVE IN BASE ANCHOR TRUSS HEAD. OR WAFER EXISTING STRUCTURE CONDITIONS VARY. INTO ADEQUATE WOOD FRAMING TO PLYWOOD IS PIECES. LAG SCREWS FASTEN FASTENER SHALL BE 3/4" EDGE DISTANCE 15 BUILD -OUT MOUNT SECTION EXCEED 8 -1/2" 0.C. BUILD -OUT MOUNT SECTION EXCEED 6" 0.C. DC NOT USE ANCHOR. 92 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 210 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 5 7 9 12 10 S 7 1 /4 "m RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT _ � 48 12 12 12 5 8 12 12 9 4 5 10 5 / 3 / N 7 1 12 12 7 9 12 12 11 4 6 5 11 6 3 3 FOLD-A-GARD 100 IteelTech Indaridev. Inc. 3750-A N.W. 46th ST. MIAMI, FL 33142 (305) 634-9995 62 12 12 10 4 6 12 12 7 3 4 3 9 4 r 3 12 12 5 7 12 12 8 3 5 3 10 5 / 3 72 12 12 8 3 S 1 3 3 6 11 6 / 9 4 12 12 1 0 4 6 7 12 7 3 4 3 10 5 3 � � 3 9 9 12 6 3 4 3 9 4 3 3 9 4' 3 10 12 8 3 3 m 4 10 5 3 3 10 5 210 3 9 4 3 3 9 4 3 3 9 4 3 3 10 5 3 3 10 S ) 3 10 S "PANELMATE" MIN. - �.' 1/4 "m FEMALE W/ 1 -1/4 EMBEDMENT & 1/4 -20 MACHINE SCREW 48 12 12 11 5 7 12 12 8 5 5 10 4 3 12 12 12 6 8 12 12 9 S 5 10 ^5 62 12 12 8 4 6 11 12 6 4 3 8 L. , /'/ 12 12 10 4 6 12 12 7 4 3 9 4 3 72 12 12 7 3 5, 6 11 5/ 3 3 8 4 jj /12 12 8 4 5 6 11 6 3 3 9 4 3 92 9 12 5 4 3 8 4 � 3 8 4 �/ 9 12 6 3 4 3 9 4 /� 3 3 9 4 3 210 3 8 4 �� 3 8 4 / 3 8 L. �/ 3 9 4 3 3 9 y 4 3 3 9 4 0 3 HOLLOW CONCRETE BLOCK 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 11111111111111111111111111111111P. 48 12 12 9 4 5 11 11 6 3 6 3 12 12 11 6 12 12 7 3 4 3 7 4 �� 62 12 12 6 3 4 8 8 4 / 5 3 / 12 ! 12 8 4 9 9 6 (� 3 / 6 4 72 10 10 6 3 � 4 7 4 A%/ 5 3 �A 12 12 7 4 4 8 5 / / A A A 6 4 A 92 6 8 4 7 / /� / �� %��j��� / / / � / / / / % ,� / ✓ / /.�� / 3 / 6 4 %�/ �, 6 4 'Or 210 / 5 3 �/�� % � ® % %%W 4% 6 4 % � 4 •6 4 %r 1/4"o RAWL CALK -IN w/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT ___ 4 8 12 12 9 4 6 12 12 6 4 4 8 4 �` 12 12 12 E 3 12 12 10 4 6 5 11 , 6 C 3 � / 62 12 12 7 3 5 10 11 5/ 3 3 7 3 s/ // 12 12 11 5 6 12 12 8 3 3 9 0. 5 3 5 3 5 3 / - A . 72 12 12 6 3 4 i// 5 9 4 3 3 7 3 /012 12 10 4 5 7 12 7 3 4 3 9 92 8 10 5 3 3 7 3 44 3 7 3 /A 10 12 7 3 4 3 9 5 / 3 3 9 210 3 7 3' 3 7 3 Vr 3 7 3 3 9 S r 3 3 9 5 3 3 9 5 0 3 i' 2 ' 1/4 "0 RAWL ZAMAC - NAILIN W/ 1-1/8" MIN. EMBEDMENT 1 ^ - L� 4 8 12 12 ,./' 9 4 5 10 10 6 3 6 4 i/ �12 12 11 5 12 12 8 4 3 7 4 i VI K ' . I PROFESSI� AL E EERf FL n No: PE 10 83 62 11 11 7 3 4 r 7 8 5 �/ S 3 �� ` i// 12 12 8 4 8 9 6 3 6 4 72 10 10 6 3 4 7 4 A 4 5 3 �Y 11 11 7 3 4 8 5 /,/ .'/ L 6 4 /A 92 6 8 4 % .r% 6 • 9 6 3 6 4 • 210 5 3 r /� /%r/� % % % / /: / /,I % r % / % /. % % % 6 / / /: / 4 % % 6 4 % A , 81998 "PANELMATE" MIN. 1/4 "0 FEMALE W/ 1 -1/4" EMBEDMENT & 1/4 -20 48 12 12 11 5 7 12 12 8 5 5 10 4 V 12 12 12 6 8 12 12 9 5 5 10 5 7 3 date 61/23/961 62 12 12 8 4 6 11 12 6 4 3 8 4 � 12 12 10 4 6 12 12 7 4 3 9 4 3 sce J a s — drawn by Nc 72 12 l2 7 3 5 6 l 5 3 3 8 4 � 12 12 8 4 5 6 11 6 3 3 9 4 3 1 3 3 • by checked byj vnc ; vim 9 2 9 12 5 4 3 8 4 j• 3 8 4 / 9 12 6 3 4 3 9 4/ 3 3 9 4 drawn 9 no. 98 -841 210 3 8 4 7 3 8 4 yr 3 8 4% x 3 OF 3 3 9 9 4 4 x 3 3 9 4% 6of6 07/20/98 17 07