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381 NE 98 St (6)METRO-DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL OF ACCEPTANCE Binnings Pan American 2805 N.E. 185 St. Miami Your application for Product Approval of: Series PA - 16 Aluminum Horizontal Sliding Window 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 Drawing No. PA- 16PCS, Sheets 1 thru 10 of 10. (For listing, see Section 8 of this Notice of Acceptance) 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.:96- 1120.01 Expires:01 /16/00 FL 33163 CONDITIONS BUILDING CODE COMMITTEE BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Rau Ro • iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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. Approved:01 /16/97 - MetropolitarQDade County $innings Pan American ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series PA -16 - Aluminum Horizontal Sliding Window 1.3 Overall Size a.) 9' 1 -1/8" (109 -1/8 ") wide by 5' 1" (61 ") high by 1 -7/8" deep. b.) 4' 1" (49 ") wide by 4' 1" (49 ") high by 1 -7/8" deep. c.) 5' 1" (61 ") wide by 4' 1" (49 ") high by 1 -7/8" deep. d.) 9' 0" (108 ") wide by 3' 1" (37 ") high by 1 -7/8" deep. 1.4 Configuration a.) XOX b.) XO c.) OX d.) XOX 1.5 No. & Size of Vents: a.) Two active vents, each 2' 2 -1/4" (26 -1/4 ") w. by 4' 10 -3/8" (58 -3/8 ") h. b.) One active vent 2' 0-1/8" (24-1/8") wide by 3' 10-1/4" (46-1/4") high. c.) One active vent 2' 5- 3/16" (29- 3/16 ") wide by 3' 8 -1/4" (44 -1/4 ") high. d.) Two active vents, each 2' 2 -1/4" (26 -1/4 ") w. by 2' 10 -1/4" (58 -1/4 ") h. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 -T5. 2.2 Glazing 2.2.1 Glazing Material: • a.) Vent: Double strength (1/8 ") annealed glass; Fixed lite: 3/16" annealed glass. b.) Single strength (3/32 ") annealed glass. c.) Double strength (1/8 ") annealed glass. d.) Vent: Single strength (3/32 ") annealed glass; Fixed lite: Double strength (1/8 ") annealed glass. 2.2.2 Glazing Method: Exterior glazed using silicone adhesive bedding and rolled aluminum glazing bead. Glass Bite is 1/4 ". 2.2.3 Daylight Opening: a.) Vent: 24" wide by 57" high; Fixed: 53 -1/8" w. by 57 -5/8" h. b.) 21 -1/8" wide by 45 -1/2" high. c.) 28 -5/8" wide by 45 -1/4" high. d.) Vent: 24" wide by 33" high; Fixed: 53 -1/8" w. by 33 -5/8" h. 2.3 Vent Construction: 2.3.1 Stiles: Vent jamb stile consists of a 1.125" face by .750" deep by .062" wall thickness extruded alum. hollow (Part #16 -39A) with one screw spline and a handle. Vent exterior interlock stile consists of a 1.750" face by .925" deep by .062" wall thickness extruded alum. hollow (Part #16 -60) with two screw splines, a groove for cam lock keeper and a groove for weatherstrip. \ / 2 Manubl Perez, P.E. PlansJaminer II Product Control Division J3innings Pan American ACCEPTANCE No.: 96- 1120,01 APPROVED : January 16. 1997 EXPIRES : January 16. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.3 Vent Construction: 2.3.1 Stiles: Vent jamb stile consists of a 1.125" face by .750" deep by .062" wall thickness extruded alum. hollow (Part #16 -39A) with one screw spline and a handle. Vent exterior interlock stile consists of a 1.750" face by .925" deep by .062" wall thickness extruded alum. hollow (Part #16 -60) with two screw splines, a groove for cam lock keeper and a groove for weatherstrip. Vent standard interior interlock stile consists of a 1.125" face by .984" deep by .062" wall thickness extruded alum. hollow (Part #16 -40A) with one screw spline, and a handle. Vent heavy duty interior interlock stile consists of a 1.125" face by .984" deep by .062" wall thickness extruded alum. hollow (Part #16 -59) with one screw spline, and a heavy duty extended handle. To be used only where 3/16" annealed or tempered glass is required. 2.3.2 Rails: Top rail consists of a .686" exterior face by .750" deep by .062" wall thickness extruded aluminum solid (Part #16 -05) with two grooves for weatherstrip, the bottom rail uses the same extrusion, to which the roller assemblies are fastened. 2.3.3 Corner Construction: Butt joints using one # 8 x 1" PPH SMS at each corner. Fixed panel is fastened at each corner with two #8 x 1" PPH SMS. 2.4 Frame Construction: 2.4.1 Head: Consists of 1.312" exterior face, 1.062" interior face by :l .898" deep' by .062" wall thickness extruded alum. solid (Part #16 -63) two track flange type head with two screw splines. A head insert consisting of a .090" thick x .796" high x 1- 7/16" long sill insert (Part #16 -6003) to be used only where 3/16" annealed or tempered glass is required. 2.4.2 Jambs: Fixed light jamb consist of .953" exterior face, .703" interior face by 1.898" deep by .062" wall thickness extruded alum. solid (Part #16 -18) two track flange type jamb. Active vent jamb consist of 1.000" exterior face, 1.000" interior face by 1.898" deep by .062" wall thickness extruded alum. solid (Part #16 -20) two track flange type jarnb with a groove for weatherstrip. 2.4.3 Sill: Consists of 1.562" exterior face, 1.312" interior face by 1.898" deep by .062" wall thickness extruded alum. hollow (Part #16-62) with two screw splines, an extruded aluminum .556" high x .518" wide sill track insert (Part #16 -61) and a .090" thick x .921" high x 1- 7/16" long sill insert (Part #16-6000). 2.4.4 Corner Construction: But joints using with two # 8 x 1" PPH SMS per corner. 2.5 Weatherstripping: Qty. Description 2.5.1 Double Row 2.5.2 Single Row Pile with integral plastic fin Pile with integral plastic fin - 2a - Location At each top and bottom rail of each active vent. At exterior each active vent frame jamb and at vent exterior interlock stile. Man el Perez, P.E. Plan: iner II Product Control Division ' J3innings Pan American 2.6.1 Four (Two per panel) 2.6.2 Two (One per panel) 2.7 Weepholes: Qty. NOTICE OF ACCEPTANCE: 2.6 Hardware: Qty. Description Plastic roller with plastic housing Metallic cam lock Description Location -2b- ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16. 2000 SPECIFIC CONDITIONS Location One at each end of each active vent bottom rail. One at midspan of each active vent interlock stile, each locking into a keeper in the exterior meeting rail. 2.7.1 Two 1/8" x 1 -1/2" weep holes with open cell At exterior sill face, one at 2" from each foam tape end. 2.8 Muntins: None 2.9 Reinforcement: None. 2.10 Sealants and Pads: The frame and vent corners are sealed with a small joint sealant. Each panel exterior glazing perimeter is also sealed with a clear adhesive. 2.11 Additional Description: Flange type frame. 1 -5/8" high or 2" high overall interior sill flange, see Section 7 for water pressure rating if each. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Other configurations allowed: OX or X0. 3.3 Reinforcement head insert and heavy duty vent interlock stile required only for. windows using 3/16" annealed glass. 3.4 For Design Pressure Rating vs. Window Size, Sill Height and Glass Thickness, see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : #10 x 1 -1/2" PFH SMS into wood, located 6" from corner and 20" o.c. max. HEADER: #10 x 1 -1/2" PFH SMS into wood, located 6" from corner and 20" o.c. max. OR 3/16" x 2 -1/4" FH Tapcons into masonry, located 6" from corner and 20" o.c. max. JAMBS : #10 x 2 -1/2" PFH SMS into wood, located 6" from corner and 18 -1/2" o.c. max. OR 3/16" x 2 -1/4" HH Tapcons, located 6" from corner and 18 -1/2" o.c. max. For type, size and number of Anchors vs. Window Size and Design Load, see Comparative Analysis chart in Dwg. No. PA- 16PCS, Sheets.1 thru 10 of 10. Manuel Perez, P.E. Plans E 1niner II Product Control Division innings Pan American ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Note: Please see note #11. Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 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. 4.4 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. 5. 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 ". 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 window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. - 2c - Manue Perez, P.E. Plans E Product Control Division iner II TEST TEST LOADS I DESIGN LOADS XOX Window using double strength (1/8 ") annealed glass at vent and 3/16" annealed glass at fixed glass. AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.37 CFM/FT) 0.17 CFM/FT MTL -16752 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +35.0 PSF MTL -16752 +35.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -35.0 PSF MTL -16752 -35.0 PSF MTL -16752 WATER RESISTANCE (PSF) No Leakage 1 -5/8" sill SFBC PA 202 -94 (ASTM E547 & ASTM E 331) +6.0 PSF MTL -16752 +40.0 PSF MTL -16752 WATER RESISTANCE (PSF) No Leakage 2" sill SFBC PA 202 -94 (ASTM E547 & ASTM E 331) +7.92 PSI: MTL -16752 +53.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +53.0 PSF MTL -16752 +35.0 PSF MTL -16752 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -53.0 PSF MTL -16752 -35.0 PSF MTL -16752 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY MTL -16752 Design Pressure Rating (Positive) +35.0 PSF Design Pressure Rating (Negative) -35.0 PSF For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis" • J3innings Pan American ACCEPTANCE No.: 96- 1120.01 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 TEST PERFORMED - 2d - APPROVED : January 16. 1997 EXPIRES : January 16. 2000 RESULTS / i -._. . L Manu. Perez, P.E. Plans E finer II Product ontrol Division TEST TEST LOADS DESIGN LOADS XO Window using single strength (3/32 ") annealed glass. UNIFORM STATIC PRESSURE AT L TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +60.0 PSF MTL -1 0 +40.0 PSF MTL -16680 UNIFORM STATIC PRESSURE AT FULL TEST LbAp SFBC PA 202 -94 NEGATIVE 30 Sec. - 0.0 PSF MTL -16680 -40.0 PSF MTL -16680 Design Pressure Rating (Positive) / +40.0 PSF � Design Pressure Rating (Negative) �f --- \,. ,,_ -40.0 PSF For Design Pressure Rating vs. Window Site, see Table in Section 9 "Comparative Analysis" TEST TEST LOADS ' - DESIGN LOADS XOX Window using single strength (3/32 ") annealed glass at vent and double strength (1/8 ") annealed glass at fixed glass. UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +80.0 PSF MTL -16674 +53.3 PSF MTL -16674 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -80.0 PSF MTL -16674 -53.3 PSF MTL -16674 Design Pressure Rating (Positive) +53.3 PSF Design Pressure Rating (Negative) -53.3 PSF • TEST TEST LOADS DESIGN LOADS OX Window using double strength (1/8 ") annealed glass. UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +80.0 PSF MTL -16674 +53.3 PSF MTL -16674 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -80.0 PSF MTL -16674 -53.3 PSF -1 4 Design Pressure Rating (Positive) +53.3 PS Design Pressure Rating (Negative) -53.3 PSF ' j3innings Pan American APPROVED : January 16. 1997 EXPIRES : January 16, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7.2 TEST PERFORMED RESULTS 7.3 TEST PERFORMED 7.4 TEST PERFORMED RESULTS RESULTS ACCEPTANCE No.: 96- 1120.01 -2e- ManuerPerez, P.E. Plans E Product" ontrol Division finer II Binnings Pan American ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per SFBC PA 202 -94.. 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. 4) Forced Entry Resistance Test, per SFBC PA 202 -94 & AAMA 1302.5 -76. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window XOX with double strength (1/8 ") annealed glass at vent and 3/16" annealed glass at fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL- 16752, dated April 30, 1996, signed and sealed by David Gale Ober, P.E. 8.1.2 Test reports on 1) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window XO with single strength annealed glass at vent and fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL - 16680, dated February 13, 1996, signed and sealed by David Gale Ober, P.E. 8.1.3 Test reports on 1) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window OX with double strength annealed glass at vent and fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL - 16674, dated February 21, 1996, reissued on December 10, 1996, signed and sealed by David Gale Ober, P.E. 8.1.4 Test reports on 1) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. along with the manufacturer's marked up design drawings of Series PA -16 alum. horizontal sliding window XOX with single strength annealed glass at vent and double strength (1/8 ") annealed glass at fixed light, prepared by Miami Testing Laboratory, Test Report No. MTL- 16673, dated February 13, 1996, reissued on December 10, 1996, signed and sealed by David Gale Ober, P.E. 8.2 Drawing: 8.2.1 Manufacturer's profile drawings and sections. 8.2.2 Drawing No. PA- 16PCS, Binnings Pan American, "Series PA -16" Aluminum Horizontal Sliding Window, Sheets 1 thru 10 of 10, prepared by manufacturer, dated 06/05/95 and 06/06/96. 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations, dated 11/16/96, prepared, signed and sealed by William M. Meyers, P.E. 9. COMPARATIVE ANALYSIS: See "Comparative Analysis Chart" on Drawing No. PA- 16PCS, Sheets 4, 5, 9 and 10 of 10, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation, cross sections and anchoring details, see Drawing No. PA- 16PCS, Sheets 1, 2, 3, 6, 7, and 8 of 10, bearing the Dade County Product Control approval stamp. - 2f - Manu= Perez, P.E. Plans E Produc _.ontrol Division finer II Bjnnings Pan American ACCEPTANCE No.: 96- 1120.01 APPROVED : January 16. 1997 EXPIRES : January 16. 2000 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; 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 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(0 and this last page 3. Items 10.11 & 12 listed below only apply to glazed products and doors 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. 11. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of • South Florida Building Code. END OF THIS ACCEPTANCE - 3 - Manuel erez, P.E. Plans Exam II Product ontrol Division 12/// PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Z Job Address 3 / /Ut G Tvl S Tax Folio Legal Description Historically Designated: Yes No / Tenant Aellogeg STA[ (1 r U3 r' Master Permit # L/ 9 .� 6 Owner's Address , NE g -t4 s1 Contracting Co. r) .ex Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): : UILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION R P. P (,1 C t el 5 eK t S "f 1 ✓l d nor S w 1 . A' `., w , v..ctD, -�.5 s G...)4 s 2 w , c(v,.l • Z 'IC +s OV ` F' - r•s( cr. ,ti C L - ) Square Ft. Estimated Cost (value)) $ 35 O O `'° 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. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date otary as to My Commission Expires: My Co ya qD FEES: PERMIT g RADON • eStaARIAMTA IOONTI :L C.C.F._62 , 9u NOTARY Phone (2051 7 S8 -O °(q �( BOND Date Date APPROVED: �j I Zoning Building 1 1 ? q Electrical 4 V / 0, Mechanical Plumbing Structural Engineer , METRO-04DE PRODUCT CONTROL NOTICE OF ACCEPTANCE T.M. Window & Door Co. 601 N.W. 12th Ave. Pompano Beach FL 33069 Your application for Product Approval of: Series 200 Outswing Aluminum French Door w/Sidelites (No Reinforcement) 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 rvith Drawing No.TM200 -97, Sheets 1 and 2 of 2. 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 rnanner, 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.:97- 0114.04 Expires:06 /30/99 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved: 07/16/98 -1- CONDITIONS BUILDING CODE COMMITTEE 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 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Ro• guez Product Control Supervisor 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. harles (r anger, Director Building Code Compliance Dept. Metropolitan Dade County T. M. Window & Door Company ACCEPTANCE No.: 97- 0114.04 APPROVED JUL 1 6 1998 EXPIRES June 30. 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97 - 0630.05, which was issued on July 31, 1997. It approves an aluminum out - swing French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 2.1 The Series 200 Outswing Aluminum French /Balcony Door w /Sidelites (NO Reinforcement) and its components shall be constructed in strict compliance with the following documents: Drawing No TM200 -97, titled "Series 230 French Door - No- reinforcement " Sheets 1 through 2 of 2 dated 6- 17 -98, 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 3.1 This approval applies to single unit application of pair of doors and single door, as shown in approved drawings Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum out swing French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 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. rslt T •EINci kid . Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division • T. M. Window & Door Company ACCEPTANCE No.: 97- 0114.04 APPROVED JUL 1 6 1998 EXPIRES June 30. 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted 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: "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 purpose. 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 I, 2 and this last page 3. =SLA 1.. C-- ‘4frtct Ishaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 120.0 Series 200 Swinging Door Comparative Analysis Load Curves Based on MTL 15242 of 7 -27 -92 110.0 Test Size 137 3/4" x 98 1/4" Test Load = 61.0 psf Exterior = 61.0 psf Interior = Water Test = 8.30 psf 100.0 90.0 80.0 70.0 60.0 50.0 40.0 30.0 20.0 = No Reinforcement T M Building Products, Ltd N • • Frame Width (inches), X only 84 90 _o6 -102 �LD8 - -1_14 24 30 36 42 48 54 60 11/3/93 ft elTeeh STORM PANELS • FOLD- A -GARD • STRUCTURAL MEZZANINES • PALLET RACKS January 11, 1999 Dear: We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 98- 0923.05. This letter authorizes AND.-et---. to use our 20 Gauge Galvanized Steel Storm Panels to be used at the following job: Pablo Debs Vice - President Job Address: wine,. Inc. 2g/ At -6 filimvf; ihre 3750 -A N.W. 46 Street - Miami, Florida 33142 - USA • Tel: 305 - 634 -9995 - Fax: 305 - 634 -2727 Website: www.steeltech2000.com • E -mail: sales@steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) , MIAMI -DADE. PRODUCT CONTROL NOTICE OF ACCEPTANCE Steel Tech Industries, Inc. 3750 -A NW 46 Street Miami FL 33142' Your application for Product Approval of: Acceptance No.:98- 0923.05 Expires:11 /09/01 ✓ Approved:12 /03/98 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGL =R gLTILDLNG BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER S T Ra-T, SUIT 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -255%i CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 20 gauge Galvanized Steel Storm Panel 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, (This NOA revises and renews NOA No. 96 - 0116.02) 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 manufacturers plant for quality control testing. If this product or material:ffils 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 Buildinz 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 Ro • guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COM II11.LE 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 Steel Tech Industries. Inc. 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0116.02, which was issued on August 8, 1996. It approves a 20 gauge galvanized steel storm panel 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. ACCEPTANCE No.: 98- 0923.05 APPROVED EXPIRES . November 9. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS PRODUCT DESCRIPTION The 20 gauge galvanized steel storm pane! shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled ''20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 20, 1998, revision. .. -1 dated November 2, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, P.E., 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 darnage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panel 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 following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies at 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. Makar, P. E. - Product Control Examiner Product Control Division Steel Tech Industries, Inc. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE - 3 - ACCEPTANCE No.: 98- 0923.05 APPROVED DEC 0 3 199 EXPIRES . November 9, 2001 J LL Helmy A. 'akar, P.E. - Product Control Examiner Product Control Division ° D72" v+I ▪ (TYP) NI cssi 2.00" 20 "h" HEADER 11/09/98 12:18 SCALE : 3" = 1'- 0" PRODUCT MARKING LOCATION 12.00" COVERAGE 13.50" FULL PANEL 0 N 7 7S1" 1 2,00 1 30 "U" HEADER 66" ° m 122 (TYP PRODUCT MARKING (OPTIONAL LOCATION) 1 .400" O STORM PANEL SCALE : 3" a 1'- 0" 1 185" SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE - LAND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .0351 CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50. G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PROOUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: STEELTECH INDUSTRIES, INC. MIAMI. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & 11 PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144". USE AT 1/3 SPANS. FOR TYPE I & 11 PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95-007, No. 95- 026, 96-006 AND 96 -0068. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 666" HALF PANEL u N 20" TYP. 7 1 2.000 "I L HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE ® ANGLE VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" r 1/4 -20 X 3/4" MIN. l PUNCHED INTO ANGLE ° � (SEE DETAILS FOR SPACING) 0 ° °10,93" TYP 2.00" I © STUDDED ANGLE SCALE : 3" = 1'- 0" .OBS" I l�I ` 05"10 . ' 2 -5 .- (ZAMAC 3 ALLOY) 70 WASHERED WINGNUT TOP MOUNT m r N x z J z a X F SCALE : HALF SIZE FASTENER (d 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL 70 100 PSF & Cat 6" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) BOTTOM MOUNT L OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I X — \IPERP. TO PANEL SPAN SECT ON r _ i (TYP I 17 (TYP) TYPICAL ELEVATION - TYPE III 1/4" ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) WIDTH UNLIMITED WIDTH UNLIMITED (PERP. TO PANEL SPAN TOP MOUNT ' SECTION P MAX. TOP MOUNT OR DIRECT MOUNT A A BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 1/4" MAX ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = 1' -0" W m ✓ W 2 ✓ z J J 2: 0. X (C ' WIDTH UNLIMITED (PERP. TO PANEL SPAN k _ c 1 r 7 WIDTH UNLIMITED (PERP. TO PANEL SPAN z r j7 " (TYP !- F SECTION A BOTTOM MOUNT OR L DIRECT MOUNT L OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II L BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV " TOP MOUNT OR DIRECT MOUNT FASTENER @ 12' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (a1 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. : 1 -1/2" MIN. 1/2" MIN. OVERLAP 0 F .ca. AS NOM/ drawn by ( thssign w try )I.swwx dr•.ay ae. 98 -172 ( saes, , M f ) � "' - DGE m E W IS • = EQ. AMMO. WM, 11/09/98 1218 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS nR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE TO WALL DETAIL 0 CONT. (TYP. TOP & BOTTOM FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 2" 1/2" MAX. 4°CONT. WALL MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION `TYPE 4" SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 4" : t1 1/4 -20 MACHINE F BOLT & NUT @ 12" 0.C. SCALE : 3" . 1' -0" 1/4" MAX. w - J z z W w z CL X z 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II AND @ 12" 0.C. FOR TYPE III & IV PANEL TO ANGLE DETAIL GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" 0.C. FOR TYPE I & II ANO NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4 -20 MACHINE (d 12" 0.C. FOR TYPE III & IV BOLT L. NUT @ 6" 0.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 4" . SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. /1) (MAX. DESIGN LOAD .130 P.S.F. \ -100 P.S.F. J BUILD -OUT MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'IYPE WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3' WOOD CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1' -0" PLYWOOD AND STUCCO FINIS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATI ON FROM GLASS SCH (TABLE 2) 1/4" MAX. ©CONT. GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ©CONT. E WALL MOUNT SECTION SCALE : 3" = 1' - 0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3" 1/4" MAX. 11 . ED. I\ k E / maw EDGE DIST. EXISTING STUCCO FINISH (TYP.) 0 1/4 -20 MACHINE BOLT & WINGNUT (al 6" 0.C. FOR TYPE 1&1I AND @12" O.C. FOR TYPE 111 & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION `TYPE 3" CEILING/INSIDE MOUNT SECTION SCALE : 3" = 1 USE REMOVABLE ANCHORS ONLY @I 6" 0.C. MAX. FOR TYPE I & 11 ANO @ 12" 0.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 1" (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) +/4" MAX 1/4 -20 MACHINE BOLT & WINGNUT (d 6" 0.C. FOR TYPE I & II AND 0 z WOOD FRAMING (TYP.) CO 12" 0.C. FOR TYPE III & IV ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL w m 4 H w X 4 F SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR PLYWOOD AND STUCCO FINISH 2" x 6" P.T. W000 BLOCKING SCALE : 3" = 1' -0" MIN. 2" x 2" x .125 - MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL Q SCALE : 3' 0 1' 70" - O (MAX. DESIGN LOAD x 72 PSF) NOT: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. WALL MOUNT SECTION (BOTTOM) STORM PANEL 1/4 -20 S.S. BOLT S. WINGNUT @ 12" 0.C. l7 z J 1/4 -20 MACHINE BO O FOR TYPE I S II ANO @ 12" 0.C. FOR & WINGNUT @ 6" 0. 4 TYPE 111 & IV ONT. F ©CONT. \--FOR WOOD BLOCKING USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" 0.C. 0 TWO 1/4 "0 S.S. LAG SCREW Cal 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL THREE 1/4 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" 0.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS W000 JOIST OR ROOF TRUSS PROVIOE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) GLASS OR 000R ()CONT. 1/4 -20 MACHINE LT BOLT & NUT C` @ 12" 0.C. aONT. (TYP. - OP S. BOTTOM tit EMBE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED TABLE 2) SCALE : 3" = r -0" (MAX. DESIGN LOAD s 72 PSF) O — SOFFIT CONNECTION DETAIL SCALE : 3" = T -0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 44 WOOD ROOF TRUSS OR FRAMING MEMBER $*14 SMS BETWEEN TRUSSES @ 12" 0.C. FINISH MATERIAL STUCCO AND /OR PLYWOOD 1/6" MAX. J z 4 X 4 z J J z 4 a X 4 Y w m 4 W — 1/4 -20 MACHINE BOLT & WINGNUT Cal 6" O.C. FOR TYPE I & II AND @ 12 0.C. FOR TYPE 111 & IV FINISH MATERIAL STUCCO, AND /OR PLYWOOD —EXIST NG CONCRETE. SEE MIN. STORM HOLLOW BLOCK OR PANEL SEPARATION WOOD FRAMING. SEE FROM GLASS SCHED. ANCHOR SCHED. BASED (TABLE 2) ON TYPE OF STRUCTURE . SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE USE REMOVABLE ANCHORS ONLY @ 6" 0.C. MAX. FOR TYPE I & 11 AND @ 12" 0.C. MAX. FOR TYPE III S. IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) \I-11 DIRECT MOUNT DETAIL H SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO. ANO /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE_. REF. CONNECTION 'YPE 4' 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4 MAX. W z 4 0. X 4 (MAX. DESIGN LOAD z 72 PSF) © ANGLE BUILD —OUT SCALE : 3" = 1 -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD ra IMINBSURXISEVIS ..r. � POTI:12 a.... by PC t/n. -Ot by wct,.a 2 98 -172 oboe ) a . ) BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" 5• -0- 9 -5" Tw = .125" 8' -0" 8' -1" Tf = .125" 11/09/98 12:19 WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR J i 1 - A .:cr it a .mal Ir• um Alg m c n, 00 0 i�lmll »11 »�» m�l6dl ■ ua • C•: prim 1 -1/2" MIN. EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE L EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 5" TO 10" / PLYWOOD & STUCCO FINISH 1/2" (MAX. DESIGN LOAD s 72 PSF) O L POCKET DOOR DETAIL SCALE : 3" = t' -0" I O SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2 "x2 "x.093" STUDDED ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" 2 "x3 "x1 /8" OR 2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES 'THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. © ANGLE BUILD -OUT SCALE o3" 1• - 0 — 1/2 -13 MACHINE SCREW NUT 1/2 "0 POWERS RAWL CALK -IN Cl 12' O.C. W/ 1/2 -13 MACHINE SCREW — 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" 0.C. 1/4" MAX. J 0 W . Z X F r z Z -J EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2' x .093" ALUM. STUDDED ANGLE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE Tw @ 12" O.C. m E t AttrA FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4 "0 THRU BOLTS r .: , .,,,_ . W *12 SMS ta 0 (MAX. DESIGN LOAD s 72 PSF) © °PASS THRU TA ° DEIL SCALE : 3" x 1• -0" HEADER MOUNT DETAIL SCALE : 3" = 1' -0" 2" x 3" x 1/4" x 0• -8" 6063 -T6 ALUM. ANGLE 2" x 4' x 1/6" CONT. 3/4" PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN @ 5" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW CO 12" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. 1/4 POWERS RAWL CALK -IN @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @I 24" 0.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER - 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 t o nr. zm Ql c a: X I- _ Z EIW THREE 5/16 "0 P OWERS RAWL J CALK - IN Cal 3 -1 /8" O.C. W/ 1 MIN. --L. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2" x .093" STUDDED ANGLE r MAX. 1/8" TILE FINISH MATERIAL r x 3" 2 "x3" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & Tr MAX. HORIZONTAL SPANS) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE i/ x .055" 6063 -T6 ALUM. TUBE FINISH MATERIAL, STUCCO AND /OR PLYWOOD EDGE MOUNT DETAIL SCALE : 3" = t' -0 X F m 0 m Y x ID z W J 5/16" 0 POWERS RAWL CALK -IN Cal 5" 0.C. W/ r MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2 x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ L- EXISTING CONCRETE 1/4 "0 STUD Cm 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) © HEADER MOUNT DETAIL SCALE : 3" a t' -0" FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 2" /4" MAX. BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN Tw = .125" 8' -0" 8' -1" Tf = .125" ® TRAP MOUNT DETAIL SCALE : 3" = 1' -0" 11/09/98 1 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION' 'TYPE 3• 1/4 " -20 STUD & WING NUT @ 6" 0.C. FOR TYPE I b II AND @ 12' 0.C. FOR TYPE 111 & IV 2" x 5" MAX. x .093" STUDDED ANGLE I 1 - x 2 _ Ix .055" 6063 -T6 ALUM. TUBE 2 "x2 FINISH MATERIAL STUCCO. AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION'1YPE 1" 2 MIN 1/4" -20 STUD b WINGNUT, PANEL PANEL TO ANGLE CONNECTION (01 6" 0.C. 2" x 5" MAX. x .093" STUDDED ANGLE D OR 21 STUDDED ANGLE 1/4 "0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O U 2° x 2° ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O S ALT. TRAP MOUNT DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 3' W Z Q 0. X a STUDDED ANGLE — 1/4' -20 STUD & WING NUT (ol 6" 0.C. FOR TYPE I & II AND @ 12 0.C. FOR TYPE 111 & IV THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1/8" 0.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. 1/4"0 THRU BOLT (al 12. O.C. ANGLE TO ANGLE CONNECTION 2 "x3" 2 "x4" x1 /8" 2 x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION TYPE 3- EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 2" x 2 "x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD : 72 PSFI 2" MIN Tw N12 SMS @ 12" 0.C. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4 "0 THRU BOLTS ALT. LEG OIRECTION ® STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. O , STORM PANEL BUILD -OUT SCALE : 3" = 1• -0" -J 4 W Z a X 4 L c m X IID Z J N ON- STRUCTURAL EDGE DIST. 1/4" -20 STUD b WING NUT @ 6" 0.C. FOR TYPE I b 11 AND @ 12" 0.C. FOR TYPE 111 & IV 2" x 2" x .093" STUD ANGLE c.4. As °=RO a•b. a vat wc.w 98-172 w..$$.fI NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE II TYPE 10 TYPE IV "U" & "H" HEADERS WITH STUD SILLS @ 6" 0.C. OR "F" TRACK WITH BOLTS @ 6' 0.C. st FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" 0.C. & DIRECT MOUNTS W/ ANCHORS @6"0.C. (TOP & BOTTOM) s4 "U" & "H" HEADERS WITH STUO SILLS @ 12" 0.C. OR "F" TRACK WITH BOLTS @ 12" 0.C. V -Or FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" 0.C. & DIRECT MOUNTS W/ ANCHORS @12 "0.C.MAX. (TOP & BOTTOM) t4 ... L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12- 0 40.0 8 -8 11 -10 8 -8 11- 6 50.0 8 -8 11 -1 8 -8 10- 3 60.0 8 -8 10 -2 8 - 8 9 -4 70.0 8 -8 9 -5 8 - . 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6 - 8 . - 6 5 - 10 6 - 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 - 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 - 10 5 -3 3 -5 5- 3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR !NSTAL L ATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1 /8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 -2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 - 8 3 3 70.0 5 - 0 2 -5 /8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 - 3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -5/8 9 -11 3 3 90.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 -7 3 3 100.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5 /8 1 -7/8 9 -1 3 3 110.0 - 4 - 0 f-3/8 - 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/6 , 1 - 1 / 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 11/09/88 1221 TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. FOR TYPE I S. 0 - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. +k +k= FOR TYPE 111 & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 1 - STORM PANEL SCHEDULE TABLE 2 - SEPARATION FROM GLASS SCHEDULE U z m 1- f 00 0 m • 2 y e ▪ e O a J � � y a o z 1 ^ Ini J N > z ✓ X z P 6 . Q A < e z = Y o 0 =. re + 1 V 3 fl Ifh 98-172 FASTENER SPACDNC ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REOUIRE37 FOR VARIOUS DESIGN EXIST1NQ STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 5•_0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12•_0' (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION TYPE 2 3 4 5 000M .1111111111111111111111\1111111u. 1/4"0 WOOD LAG SCREW W/ 1 - 3/4' THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 48.0 12 12 12 12 12 12 12 9 12 12 12 6 . 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 - ' 11 6 11/.1111111111111111111111111 U . 1/4"10 WOOD LAG SCREW W/ 1 - 3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 12 12 9 12 12 12 7 5 12 12 12 S 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 *arastlarnmE. *srmsr. 1/4'0 ELCO MALE/ FEMALE'PANELMATE W/ 1 - 7/8 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 12 12 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 10 8 ```` 1'��,11„ 62.0 12 12 9 12 12 11 3 5 11 11 9 /// i 4 9 5 7/16'0 BRASS WOOD BUSHING W/ 5/8" EMBED. ANO 3/4' MIN. D)STANCE 72.0 12 7 8 12 12 10 // 4 10 6 9 � /��� 4 9 5 92.0 12 4 6 12 12 9 4 9 5 9 f �,/, 4 9 5 200.0 9 .. /X, 4 9 5 9 4 9 5 9 I i 4 9 5 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4' (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 11111111111111111111111111111111 1 /4"0 ITW TAPCON W/ 1 -1/4' M01. EMBEDMENT (MIN. 9.100 PSJ. CONCRETE) Or 9COSEXIDOW 1/4'0 ELCO MALE/ FEMALE "PANELMATE W 1-114 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH HUT (MIN. 3,000 P.S1 CONCRETE) 1/4 POWERS RAWL CALK -IN W/ 7 /11' EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 9.000 PSI CONCRETE) 1/4 "0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 9.000 PS.L CONCRETE) 1/4 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1-1/13" MIN. EMBED. (MEN. 2.100 PS1 CONCRETE) 1/4 "0 POWERS RAWL DROP -IN L 1/4 -20 SIDEWALK BOLT (3/4 HEAD) W/ 1 -1/4' MIN. EMBEDMENT (MaL 2.000 P.S.L CONCRETE) LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 2 00.0 48.0 62.0 72.0 MIN. 2' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) 1 CONNECTION TYPE 2 3 4 5 12 12 12 12 11 12 12 12 12 12 9 5 3 12 12 8 12 10 9 7 5 12 9 8 12 12 12 12 11 12 12 12 12 12 12 12 6 12 12 12 SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 6 7 12 4 6 11 3 5 11 3 5 11 3 5 12 5 7 12 3 5 10 4 12 12 11 11 11 12 12 10 12 12 7 6 6 12 12 6 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 11 3 5 12 3 5 11 3 5 11 3 5 11 3 5 11 3 5 10 4 10 :/� 4 12 11 11 11 11 11 10 10 9 6 6 6 6 8 5 5 MIN. 3' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 12 12 12 12 12 12 10 10 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 12 10 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 12 12 12 12 12 12 12 12 9 5 12 11 7 4 / 12 12 10 3 12 12 12 8 5 6 4 12 12 12 9 7 11 9 7 4 12 11 9 7 5 12 12 12 9 6 12 10 12 12 12 12 12 12 12 12 12 9 12 12 12 12 12 12 12 12 12 12 12 5 12 12 12 12 11 12 12 12 12 5 12 12 12 12 12 12 12 12 10 10 W 4 10 / 4 12 10 12 12 12 12 8 7 12 7 12 6 11 5 9 4 9 9 4 12 7 8 12 4 6 12 3 5 12 3 5 12 3 5 12 12 12 12 12 11 10 7 8 5 7 5 6 5 6 10 10 12 12 12 12 11 9 9 9 12 12 12 12 12 12 12 12 12 12 5 5 12 12 12 11 11 12 11 5 5 5 12 12 8 7 7 12 12 12 10 10 10 %// 4 10 �� 4 12 6 7 12 5 7 12 5 7 12 5 7 12 5 7 10 % 4 9 / 4 9 / 4 9 /0 4 9 /� 12 4 6 12 3 5 12 3 5 12 12 12 12 12 12 12 3 3 6 5 5 5 5 5 7 6 6 6 6 12 12 12 12 12 10 9 9 9 9 12 12 12 12 12 12 12 12 12 12 5 5 12 11 11 11 11 7 5 5 5 5 11 7 7 7 7 12 10 10 10 10 12 10 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 11 6 3 12 12 8 4 12 1 12 12 7 12 12 9 5 3 12 12 12 7 4 12 12 12 11 6 12 12 12 10 7 12 11 9 7 5 12 12 12 12 11 12 12 11 9 6 12 12 12 12 8 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 10 5 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 7 12 12 12 12 12 12 12 12 12 6 12 12 12 12 9 12 12 12 12 12 SPANS UP TO 8'-6" (SEE NOTE 1) CONNECTION TYPE 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 12 12 12 11 11 12 12 12 12 12 12 12 12 12 12 8 5 3 3 6 3 12 9 7 7 6 4 3 3 3 9 6 4 4 12 8 6 6 6 12 9 8 7 7 8 6 5 12 12 12 11 11 10 8 6 6 6 12 10 9 8 8 12 12 11 11 11 12 12 12 12 12 12 12 10 10 10 12 12 12 12 12 12 12 12 11 11 12 12 12 12 12 12 12 12 12 12 12 12 9 7 7 12 12 6 5 5 12 12 12 12 12 7 6 6 12 12 10 9 9 12 12 12 12 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 12 12 12 12 12 3 3 3 3 11 3 6 5 10 10 12 8 12 12 12 7 7 11 11 12 12 12 11 11 11 12 12 12 12 12 12 12 7 11 7 11 3 3 3 3 12 5 11 3 12 4 12 4 7 6 6 6 6 8 7 7 7 7 7 6 6 6 6 9 8 8 8 8 12 11 11 11 11 12 12 12 12 12 11 10 10 10 10 12 12 12 12 12 12 11 11 11 11 12 12 12 12 12 12 12 12 12 12 11 7 7 7 7 8 5 12 12 12 12 12 9 6 6 6 6 12 9 9 9 12 12 12 12 12 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. 7 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ler DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE Cul LUZ <0 ui O LIJ cn N FL U PE 0 98-172 ( sneer et FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN 3Hrlonals ONLLS1X3 ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5•-0- (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8 -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION TYPE 1 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 HOLLOW CONCRETE BLOCK ■ I111111f1111191111111111111111Ps- 1/4 ITW TAPCON W/ 1 /4 MIN. EMBEDMENT 48.0 12 12 8 12 12 9 3 4 9 9 6 / 3 6 5 12 12 12 12 12 12 4 7 12 12 8 %/ 5 8 6 62.0 12 7 6 12 12 7 3 7 7 6/ 3 6 3 12 9 9 12 12 9 // /j� 5 9 9 7/ 4 7 4 72.0 10 4 5 10 10 6 / 3 6 3 6 3 6 3 12 6 8 12 12 8 /, 4 8 4 7 » 4 7 4 92.0 8 % � 4 8 8 6 // 3 6 3 6 3 6 3 10 3 6 10 10 7 �� 4 7 4 7 V 4 7 4 200.0 6 1� 3 6 3 6 /// 3 6 3 6 3 6 3 7 4 7 4 7 7/2, 4 7 4 7/ 4 7 4 * ' tom 1 /4 ELCO MALE/ FEMALE'PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 5 7 12 12 11 5 11 8 12 12 12 12 12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 10 5 12 12 11 12 12 12 3 6 12 12 10 5 10 5 72.0 12 8 8 12 12 10 jj '4 10 6 10 4 10 5 12 8 9 12 12 10 .0, 5 10 6 10 // 5 10 5 92.0 12 12 10 // / 4 10 5 10 4 10 5 12 4 7 12 12 10 /� /X 5 10 5 10 / 5 10 5 200.0 10 / //0 4 10 5 10 V 4 10 5 10 4 10 5 10 5 10 5 10 2,' 5 10 5 10 5 10 5 * aYlfl 411 �j L_kJ 1/4 POWERS RAWL CALK - IN W/ 7/8 EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW 48.0 12 12 10 12 12 12 5 6 12 12 9 4 9 7 12 12 12 12 12 12 6 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3/// 4 10 10 8 4 8 4 12 12 12 12 12 12 3 7 12 12 11 6 11 6 72.0 12 7 7 12 12 9 / 4 9 5 8 4 8 4 12 8 11 12 12 11 3 6 11 6 11 / 6 11 6 92.0 12 4 5 12 12 8 „./ 4 8 4 8 4 8 4 12 5 8 12 12 11 ' ,/,;//:: 6 11 6 11 6 11 6 200.0 8 ///, 4 8 4 8 2 ',/, / ;:, 4 8 4 8 4 8 4 11 //, 6 11 6 11 // 6 11 6 11 6 11 6 /� 48.0 12 12 8 12 12 9 3 5 9 9 6 3 6 4 12 12 12 12 12 11 4 7 11 11 8/ 5 8 6 d ^ - j 62.0 12 7 6 12 12 7 74 3 7 7 5/ 3 5 3 12 9 9 12 12 8 j� 5 8 8 7 4 7 4 1 /4'o POWERS RAWL ZAMAC NAIL - 1N W/ 1 - 1/8 MIN. EMBEDMENT 72.0 10 4 5 10 10 6` 3 6 3 5 3 5 3 12 5 8 12 12 7 // L. 7 4 7 4 7 4 92.0 8/ 4 8 8 5/ / 3 5 3 5 3 5 3 10 3 6 10 10 7 2/2 4 7 4 7 4 7 4 200.0 5 ,3 5 3 5 /// 3 5 3 5 3 5 3 7 /� 4 7 4 7 //. 4 7 47f 4 7 4 Z. =MO10i 48.0 12 12 8 12 12 8 3 5 8 8 6 3 6 4 12 12 12 12 12 10 4 7 10 10 7 :/// 5 7 5 62.0 11 6 6 11 11 6 // 3 6 6 5 3 5 3 12 8 9 12 12 8 '1 //. 5 8 8 7. 4 7 3 I /4 ITV RED HEAD OYNABOLT SLEEVE ANCHOR W /1 -1 /8 MIN. EMBED. 72.0 9 4 5 9 9 S /, 3 5 3 5 / 3 5 3 12 5 8 12 12 7 2 7, 4 7 4 7 4 7 3 92.0 7 4 7 7 5 3 5 3 5 3 5 3 9 3 6 9 9 / 7 4 7 3 7 4 7 3 20p.0 5 / 3 5 3 5 2 2 3 5 3 5 3 5 3 7 c 7 3 7 / / , c 7 3 7/ 4 7 3 I 48.0 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 ,1r 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 12 12 12 12 12 12 6 12 12 12 12 5 10 12 10 ri SCREW pool 1/4 - 20 ITW EPCON EPDXY ANCHOR w/ S.S. MACHINE SCREW W/ 2 MIN. EMBED. 72.0 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 12 5 10 12 10 . 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 11/09/98 12: 21 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE 15 ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. ';‘: / / ,, / ./ . / DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. wte nay wrm M w• by va wave VAC swing ti 98-172 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. BILL OF MATERIAL PART N0. REM EXTRUSION NUMBER MACHINING NUMBER MATERIAL QUANTITY REMARKS 1 FRAME HEAD 16 -63 16 -63 -1 6063 1-5 ALUM. 1 FRAME SILL 16 -62 16 -62 -1 6063 1-5 1 ALUM. 3 FRAME JAMB 16 -18 16 -18 -1 6063 T -5 1 ALUM. FRAME JAMB 16 -20 16 -20 -1 6063 1-5 1 ALUM. 5 VENT SIDE RAIL 16 -39A 16 -39 -1 6063 T -S , ALUM. 6 VENT MTG RAIL 16 -59 16 -59 -1 6063 T -5 1 ALUM. 7 FRAME MTG RAIL i 6 -60 16 -60 -1 6063 T -5 1 ALUM - FRAME MT'G RAIL O TRACK INSERT 16 -61 16 -61 -1 6063 T -5 1 ALUM. O VENT HEAD & SILL 16 -05 16 -05 -1 6063 1-5 2 ALUM. ROLLER ASSEMBLY 16 -6004 2 POLY PILE WSTP 8 - 2004 PILE 2 USED IN VENT TOP AND BOTTOM RAIL INTERIOR LEG ONLY POLY PILE WSTP WITH FIN 8 - 2010 FIN SEAL 4 USED IN VO41 TOP AND BOTTOM RAIL ExT. LEG, IN JAMB AND IN FRAME LTG RAIL HEAD INSERT 16 -6003 6063 T -5 1 ALUM. SILL INSERT 16 -6000 6063 1-5 1 ALUM. 15 SWEEP LOCK 16 -6008 ZINK 2 WEEP BAFFLE 4802110 OPEN C FOAM CELL TAPE AS REQUIRED INSTALLED AT WEEP HOLES 3/16 GLAZING 4710103 AS REQUIRED USED IN FIXED LITE OF 84 I /B' x 47 xox 18 DS8 GLA2iNG 4710102 AS REQUIRED USED IN 81' X Oar Ox AND IN THE Fl %ED UTE OF log x 3T xox. SSB GLAZING 4710101 AS REQUIRED USED IN x�o t x ■ x oxe 48 / 8 + x 49' xox GLAZING BEAD 8 -059 ALUM. 8 21 SCREEN FRAME 19 -011 ALUM. 4 SCREEN MESH 1816 FIBERGLASS AS REQUIRED SCREEN SPLINE 4802004 VINYL AS REQUIRED SCREEN CORNER 3 -3049 PLASTIC 4 SCREEN TENSION SPRING 18-4001B .047 GALV. 2 HO.DR.WIRE 26 FRAME ASSEMBLY SCREW 4801014 STEEL 8 #8 X 1' PP SMS 27 MEETING RAIL ASSEMBLY SCREW 4801070 STEEL 4 #8 X 1 1/2 PHPH VENT ASSEMBLY SCREW 4801070 STEEL 4 #8 X 1' PP SMS SCREEN FINGER PULL 14 -5003A NYLON 2 SILL RISER - -- ALUM. 1 2 X .062 THICK (TYPE 'A" ONLY 36 SILL RISER SCREW - -- STEEL 18" Q /6 X 3/8" SELF TAPPING � 1� 111 1111. •1/1/////i i.=11•1 ill-in I ' ir urn r) 12 T on111111 tmi l I' llll © 15 O NOO REOfn i Gad SECTION OF KOM 3/4' SCALE R 'visions: Mat.r.al Drawn By. PJS R.v4.d By: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' & eau. 19 BY 4fT ." PRODUC CONTROL DIVISION • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.96 - I I ?.z• 01 Pat.: 6 - 5 -95 Dab: Part Nurntrn al* 3/4' SCALE BinnIngs 1 f American VERTICAL t ICAL SCE (Draw(ng Numbs. TIOo GA FOCI KO /OK AHD KOK P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 Draw Claws Part Claw d Cat. Svriao /Mod.I. re as: SM. t: ASSEM. w.: H.S. PA-16 1 o f 10 PA-16 XO /OX ASSEMBLY DRAW NG PA — 16 P C S 1 I R.vision L. 4 4 BUCK DIM 1 1/4" SPACING MAX. #10 FHPH SMS 6" FROM ENDS 24" O.C. MAX. 1 1/4" EMBEDMENT MINIMUM MASONRY OPENING r 1/4" SPACING MAX. #10 FHPH SMS 6" FROM ENDS 24" 1 1/4" EMBEDMENT 4 � PA-15 2231 WOOD BUCK VERT. OG STALL TIIOOGJ p L•LF SCALE J.C. MAX. MINIMUM 1 /4" SPACING MAX. #10 FHPH SMS 6 F 9M ENDS 24" O.C. MAX. / / - 1 1/4 EMBEDMENT MINIMUM r - (21 SWEEP LOCK (ION t o PA -1 t STEEL RUMEN nMC N OG 4ALLA a r � � D T PA-15 223 WOOD DUCE l 1OWE. OG ITG LLA wus scuF APPROVED AS COMPLYING WIN THE SOUTH FLORIDA BUILDING CODE DAT J UA Y 1 n_ BY PRODUC INTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - 1 IZO'01 Ravi/Tian,: Material Drawn By PJS Revised By: 2 Data: 6 -5 -95 Date. X O A� O Draw Class: I Part Claw: SHOP Part Number. MASONRY OPENING BUCK DIMENSION 1 - DENOTES FACTORY DRILLED INSTAL. HOLES ••- DENOTES FIELD DRILLED INSTAL. HOLES a15U & h L GI 07 o 1. Horizontal Slider has been designed in accordance with the Dade County, 1994 edition of the South Florida Building Code. Wind speed considered is 110 mph, importance factor is 1.05, exposure factor is "C" and the mean roof hieght of the building hieght is less than 60'. 2. Horizontal Sliders installed in Dade and Broward County must have hurricane protective system, such as storm panels. 3. All aluminum extrusions shall be 6063 —T5 unless noted otherwise. 4. Glazing material to be 3/32 ", 1/8" or 3/16" annealed or tempered as required. 5. Fasteners will be carbon steel with zinc coatings, or Tap Cons. Minimum embedment must be 1 1/4" regardless of substrate. 6. Anchoring shall be as idicated on page 4. 7. 1" X P.T., 2" x P.T. wood buck (shown) and steel runner responsibility of others. Buck must withstand loads imposed by wind loads and glazing systems. 8. Lab number: Test Size Design pressure: 16674 61" x 49" +53.33/ -53.33 6.0 1 5/8 "sill 16673 109" x 37" +53.33/ -53.33 6.0 1 5/8" sill 16680 49" X 49" +40/ -40 6.0 1 5/8' sill Binnings Pan r American PQ P.O. Box 630038 2805 N.E. 1851h Street Miami, Florida 33163 (305)931-2350 Prod Category: Srri.. /Modal: item: H.S. PA-16 PA-16 XOO /OOX D STALLATDON DRAWD C Drawing Number. PA- 16PCS2 Water test pressure: / /7.92 2" sill 2" sill /7.92 2" sill Shah 2 of 10 Revision Leve v v A 4 cV BUCK DIM. MASONRY OPENING 1 /4" SPACING MAX. 3/ 16" DIA. F.H. TAPCON 1 1/4" EMBEDMENT MIN. E 1 /4" SPACING MAX. 3/16" DIA. F.H. TAPCON 1 1 4" MBEDMENT MIN (C �� WIERTI©QL SE 11 SUM ER HALF SCALE r '`1au1�'a�ur��1r��"un■ 1 , 111 Y, 11111111.' 11111 \11111111 C ► 3/16" DIA. F.H. TAPCON 1 1/4" EMBEDMENT MIN. —(2) SWEEP LOCK G SECT. NORM MOD ER a HALF SCALE i7 c 1) PA 1 (6 PR CAST BOLL O ALLATIO nM J/ J SCALE / /j1/4'; D,awm Dv: PJS Revised B NOTE: General notes on sheet 2 apply. Ravie:one: Ma feria!: Dab: 6 - 5 -95 Date: x �1 A' i MASONRY OPENING BUCK DIMENSION Draw Class: Part Class: Prod Cab w l• yory: Siss /Moda SHOP I I H.S. PA-16 — DENOTES FACTORY DRILLED INSTAL. HOLES DENOTES FIELD DRILLED INSTAL. HOLES APPROVED AS COMPLYING 1 NTH THE SOUTH FLORIDA BUILDING CODE DATE - T f},J UARY 1 19.97 BY !� PRODUCFCONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO - IIZO•QI Binnings FF American D 'A P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 Be Part Num Der: 1 Drawing Number: PA- 16PCS3 She* t: 3 of 10 PA -16 XOO /OOX O STALLATDOH DRAWO G Revision Leval Cali Size Buck Width Buck Height Max VentHead Width & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 - 115.16 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.80 -95.97 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -88.99 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -86.37 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -84.09 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 -76.77 3931 44.000 36.000 22.000 3 16.375 3 14.813 52.80 -69.80 4131 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -67.18 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 52.80 -64.90 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -69.80 3939 44.000 44.000 22.000 3 16.375 4 12.542 52.80 -62.82 4139 48.000 44.000 24.000 3 18.375 4 12.542 52.80 -58.82 53.125 x 45 52.125 44.000 26.000 4 13.625 4 12.542 52.80 -53.86 3141 36.000 48.000 18.000 3 12.375 4 13.875 52.80 -67.18 3941 44.000 48.000 22.000 3 16.375 4 13.875 52.80 - 60.37_ 4141 48.000 48.000 24.000 3 18.375 4 13.875 52.80 -53.64 53.125 x 49 52.125 48.000 26.000 4 13.625 4 13.875 49.13 -49.13 4151 48 60.000 24.000 3 18.375 4 17.875 42.45 -42.45 53.125 x 61 52.125 60.000 26.000 4 13.625 4 17.875 38.88 -38.88 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 - 120.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.80 - 100.64 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -93.32 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -90.58 5121 60.000 24.000 30.000 4 16.250 2 17.626 52.80 -84.54 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -88.19 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 -80.51 3931 44.000 36.000 22.000 3 16.375 3 14.813 52.80 -73.19 4131 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -70.45 5131 60.000 36.000 30.000 4 16.250 3 14.813 52.80 -56.34 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 52.80 -65.40 3139 36.000 44.000 18.000 3 12.375 4 12.542 52.80 -70.62 3939 44.000 44.000 22.000 3 16.375 4 12.542 52.80 -63.52 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure (4-) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 -70.00 3121 36.000 24.000 16.000 3 12.375 2 17.626 52.80 -68.06 3921 44.000 24.000 22.000 3 16.375 2 17.626 52.80 -63.11 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -64.25 3131 36.000 36.000 16.000 3 12.375 3 14.813 52.80 -54.44 3931 44.000 36.000 22.000 3 16.375 3 14.813 49.49 -49.49 4131 48.000 36.000 24.000 3 18.375 3 14.813 47.64 -47.64 3139 36.000 44.000 16.000 3 12.375 4 12.542 49.49 -49.49 3939 44.000 44.000 22.000 3 16.375 4 12.542 44.55 -44.55 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.74 -40.74 3141 36.000 48.000 16.000 3 12.375 4 13.875 47.64 -47.64 3941 44.000 48.000 22.000 3 16.375 4 13.875 40.85 -40.85 4141 49.000 48.000 24.000 3 18.375 4 13.875 37.21 -37.21 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 52.80 - 122.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 52.80 - 102.31 4121 48.000 24.000 24.000 3 18.375 2 17.626 52.80 -80.08 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 52.80 -73.33 2131 24.000 36.000 12.000 2 12.750 3 14.813 52.80 -97.35 3131 36.000 36.000 18.000 3 12.375 3 14.813 52.80 -70.09 4131 48.000 36.000 24.000 3 18.375 3 14.813 52.80 -51.32 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 46.99 -46.99 Revisions: rateriat Drawn By: PJS Revised By: PA16A.02 Horizontal Roller ■''.'indow 1/8" Annealed or Tempered Glazing w/ 2" Sill Riser Note: The installation of this unit requires a hurricane protective sv•tem Dat.: 12/26/96 Date: R 1 6A.04 Horiz. ntal Roller . indi w 3/32" Annealed Glazing w/ 2" Sill Riser Note: The installation of this unit requires a hurricane protective system Draw Ciae.: I Part Cla.s: CHART - -- Prod Category: H.S. Series /rode&' lte+n• PA- 1 6 COMP.ANYL. Part Number. PA- 1 6PCS4 !Drawing Number. PA- 1 6PCS4 Revision L.'.L Binnings Pan .- American P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Sheen 4 of 10 SPECOFIC CONDITIONS PA -16 XO /OY (2" RISER) PA16A.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 2" Sill Riser Note: The installation of this unit requires a hurricane protective system PA16A.03 Horizontal Roller Window 1/8" (DSB) Annealed Glazing at Fixed Lite and 3/32" (SSB) Glazing at Vents w/ 2" Sill Riser Note: The installation of this unit req uires a hurricane protectve rystem APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUC ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cl -! 120. c 1 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 40.00 - 120.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 40.00 - 100.64 3921 44.000 24.000 22.000 3 16.375 2 17.626 40.00 -93.32 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.00 -90.58 5121 60.000 24.000 30.000 4 16.250 2 17.626 40.00 -84.54 53.125x25 52.125 24.000 26.000 4 13.625 2 17.626 40.00 -88.19 3131 36.000 36.000 18.000 3 12.375 3 14.813 40.00 -80.51 3931 44.000 36.000 22.000 3 16.375 3 14.813 40.00 -73.19 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.00 -70.45 5131 60.000 36.000 30.000 4 16.250 3 14.813 40.00 -56.34 53.125x37 52.125 36.000 26.000 4 13.625 3 14.813 40.00 -65.40 3139 36.000 44.000 18.000 3 12.375 4 12.542 40.00 -70.62 3939 44.000 44.000 22.000 3 16.375 4 12.542 40.00 -63.52 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.00 -57.86 5139 60.000 44.000 30.000 4 16.250 4 12.542 40.00 -45.65 53.125x45 52.125 44.000 26.000 4 13.625 4 12.542 40.00 -52.98 3141 36.000 48.000 18.000 3 12.375 4 13.875 40.00 -70 45 3941 44.000 48.000 22.000 3 16.375 4 13.875 40.00 -58.02 4141 48.000 48.000 24.000 3 18.375 4 13.875 40.00 -52.84 5141 60.000 48.000 30.000 4 16.250 4 13.875 40.00 -41.70 53.125x49 52.125 48.000 26.000 4 13.625 4 13.875 40.00 -48.39 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jarnb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.438 2 12.750 2 17.626 40.00 - 115.16 3121 36.000 24.000 18.438 3 12.375 2 17.626 40.00 -95.97 3921 44.000 24.000 22.438 3 16.375 2 17.626 40.00 -86.37 4121 48.000 24.000 24.438 3 18.375 2 17.626 40.00 -84.09 53.125x25 52.125 24.000 26.500 4 13.625 2 17.626 40.00 -95.97 3131 36.000 36.000 18.438 3 12.375 3 14.813 40.00 -76.77 3931 44.000 36.000 22.438 3 16.375 3 14.813 40.00 -67.18 4131 48.000 36.000 24.438 3 18.375 3 14.813 40.00 -64.90 53.125x37 52.125 36.000 26.500 4 13.625 3 14.813 40.00 -69.80 3139 36.000 44.000 18.438 3 12.375 4 12.542 40.00 -62.82 3939 44.000 44.000 22.438 3 16.375 4 12.542 40.00 -58.82 4139 48.000 44.000 24.438 3 18.375 4 12.542 40.00 -53.86 53.125x45 52.125 44.000 26.500 4 13.625 4 12.542 40.00 -67.18 3141 36.000 48.000 18.438 3 12.750 4 13.875 40.00 -53.64 3941 44.000 48.000 22.438 3 16.375 4 13.875 40.00 -49.13 4141 48.000 48.000 24.438 4 18.375 4 13.875 40.00 -53.06 53.125x49 52.125 48.000 26.500 4 13.625 4 13.875 40.00 -48.33 4151 48.000 60.000 24.438 3 18.375 4 17.875 40.00 -44.26 53.125x61 52.125 60.000 26.500 4 13.625 4 17.875 33.98 -33.98 Coll Size Buck Width Buck Height Panel Widths Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 40.00 -70.00 3121 36.000 24.000 16.000 3 12.375 2 17.626 40.00 -68.10 3921 44.000 24.000 22.000 3 16.375 2 17.626 40.00 -63.10 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.00 -61.30 3131 37.000 36.000 16.000 3 12.375 3 14.813 40.00 -54.40 3931 44.000 36.000 22.000 3 16.375 3 14.813 40.00 -49.50 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.00 -47.60 3139 36.000 44.000 16.000 3 12.375 4 12.542 40.00 -49.50 3939 44.000 44.000 22.000 3 16.375 4 12.542 40.00 -44.50 4139 48.000 44.000 24.000 3 18.375 4 12.542 40.00 -40.70 3141 36.000 48.000 16.000 3 12.375 4 13.875 40.00 -47.60 3941 44.000 48.000 22.000 3 16.375 4 13.875 40.00 -40.80 4141 49.000 48.000 24.000 3 18.375 4 13.875 40.00 -37.20 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 2121 24.000 24.000 12.000 2 12.750 2 17.626 40.0 - 122.77 3121 36.000 24.000 18.000 3 12.375 2 17.626 40.0 - 102.31 4121 48.000 24.000 24.000 3 18.375 2 17.626 40.0 -80.08 53.125 x 25 52.125 24.000 26.000 4 13.625 2 17.626 40.0 -73.33 2131 24.000 36.000 12.000 2 12.750 3 14.813 40.0 -97.35 3131 36.000 36.000 18.000 3 12.375 3 14.813 40.0 -70.09 4131 48.000 36.000 24.000 3 18.375 3 14.813 40.0 -51.32 53.125 x 37 52.125 36.000 26.000 4 13.625 3 14.813 40.0 -46.99 PA168.01 Horizontal Roller IMndow 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8' (DSB) Annealed or Tempered Glazing at Vents w/ 1 5/16' Sill Riser ep • TM (aeta !lation of Ute unit nquhne a hurreoanroteetive em ey et PA16B.03 Horizontal Roller Window 1/8" (DSB) Annealed Glazing at Fixed Lite and 3/32' (SSB) Glazing at Vents w/ 1 5/16" Sill Mallon. of tMa unit re a hurricane protective system APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19q7 DAT lea .. BY /e' PRODUC :NTROL DIViSION BUILDING CODE n CO / MPLIANCE OFFICE ACCEPTANCE NO. c36 -I I ZO • D 1 // 4 R ev4iane: !Material, Draw. By: Revised tti1 PJS PA168.02 Horizontal Roller Window 1/8" Annealed or Tempered Glazing w/ 1 5/16" Sill Riser No The instada lion( (M. uni require a hurricane pronaive eye tern PA168.04 Horizontal Roller Window 3/32" Annealed Glazing w/ 1 5/16" Sill Note: TM installation of this wilt revrdrs• a hurricane protective system Date: 12/26/96 Date: Draw Ctaes: CHART Part Nuanter. Pare Class: PA- 16PCS5 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 Prod Category: I Series /roach fern,_ H.S. PA -16 COMP.ANYL SPECIFIC CONDITIONS PA-96 XO /OX (1 5/96" RISER) Drawing NurnA.r. PA- 1 6PCS5 Sleet: 5 of 10 Rwieio.. Lev J BILL OF MATERIAL PART NO. ITEM EXTRUSION NUMBER MACHINING NUMBER MATERIAL QUANTITY REMARKS 1 FRAME HEAD 16 -63 16 -63 -1 6063 T -5 ALUM. 1 2) FRAME SILL 16 -62 16 -62 -1 6063 T -5 ALUM. 1 FRAME JAMB 16 -20 16 -20 -1 6063 T -5 ALUM. 2 VENT SIDE RAIL 16 -39A 16 -39 -1 6063 T -5 ALUM. 2 5 VENT MPG RAIL 16 -59 16 -59 -1 6063 T-5 ALUM. 2 6 FRAME MT'G RAIL 16 -60 16 -60 -1 6063 T -5 ALUM. 2 7 TRACK INSERT 16 -61 16 -61 -1 6063 T-5 ALUM. ALUM. VENT HEAD & SILL 16-05 16-05-1 6063 T -5 ALUM. 4 9 ROLLER ASSEMBLY 16 -6004 4 10 POLY PILE WSTP 8 -2004 PILE 4 USED IN VENT TOP AND BOTTOM RNL INTERIOR LEG ONLY 11 POLY PILE WSTP WITH FIN 8 FIN SEAL 8 USED IN VENT TOP AND BOTTOU RAIL ExT LEG. R. JAMB AND IN FRAME YT'G RAIL 12 HEAD INSERT 16 -6003 6063 T -5 ALUM. 2 13 SILL INSERT 16 -6000 6063 T -5 ALUM. 2 14 SWEEP LOCK 16 -6008 ZINK 4 15 WEEP BAFFLE 4802110 OPEN CELL FOAM TAPE AS REQUIRED INSTALLED AT WEEP HOLES 16 3/16" GLAZING 4710103 AS REQUIRED USED IN FIXED UTE Of 6 4 1/8 x 4� xox DSB GLAZING 4710102 AS REQUIRED UMITE SED O F w ,. 49- 3r OX xOX AND IN THE FIXED SSB GLAZING 4710101 AS REQUIRED 1 � USE) x x rcx NT TS O 9 i /r 4 x 4YO xox AND 1A 1T XOx GLAZING BEAD 8 -059 ALUM. 1 2 SCREEN FRAME 19 -011 ALUM. 8 SCREEN MESH 1816 FIBERGLASS AS REQUIRED SCREEN SPLINE 4802004 VINYL AS REQUIRED SCREEN CORNER 3 -3049 PLASTIC 4 SCREEN TENSION SPRING 18 -4001 B .047 GALV. HD DR.WIRE 4 25 FRAME ASSEMBLY SCREW 4801014 STEEL 8 #8 X 1" PP SUS BLY Q ASSE M TING MEE SC RAIL RE W 4.801070 STEEL 8 #8 X 1 1/2 PHPH ® VENT SCREW ASSEMBLY 4801070 STEEL 8 #8 X 1" PP SMS 0 SCREEN PULL FINGER 14 -5003A NYLON 4 (D SILL RISER - -- ALUM. 1 2 x .062 THICK (TYPE "A ONLY) 30 SILL RISER SCREW - -- STEEL 18" Q #6 X 3/8" SELF TAPPING ® 14 © m a .11�ll' l_ 18 19 .1111 . Mr] J •,; ,..,►,,,,,,,, I Mr. .I► 11111 HORIZONTAL TAL CSC CTIO nM OF KOK 3 SCAJ.E //92 Raviaiona: Mate-Hat: Drawn Dy: PJS R aviaad By: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :l. � • : 19 BY L/ PRODU It11ROL DIVISION , BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO W/7- 1/Z6 •61 6 -5 -95 Data: 3/C SCALE Part Numbs: I Drawing Nun+04 r: PA- 1 6PCS6 VERTICAL SECTION FOR Gl {OO /OO K AM KOK Binnings ri m—Pan American P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 Draw Class: Part Clara: r Wary: Prod Ca ` S.riu b m M /Yodel / S4 l: ASSEM. I H.S. { PA -16 6 of 10 PA-16 XOX ASSEMBLY LY DRAW G R.vtrion Lrv44 a d 4 4 } #10 FHPH SMS 1 1/4" EMBEDMENT MIN. \\ 9 \VC G°3 TO ©QL SECT. HOPE. SLODD C R HALF SCALE MASONRY OPENING l G 1 ONOMORWAL SECT. NORM MOD ER HALF SCALE R.v:.iorv: Ma t.riab Dr um By: P JS Revised By: D s e 6/96 Date: Binnings Pan (American P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 Draw Class: I Part Clam SHOP Part Number. Prod Category: H.S. S.si.. /Mod.t rem: PA-16 ONS ALLAT O DRAWING FOR PA 16 XOX Drawing Number. PA- 16PCS7 SMet 7 of 10 R.vl.io+. Lev* L. H10 FHPH SMS FROM ENDS 24" O.C. MAX. 1 1/4 EMBEDMENT MIN. 1 /4" SPACING MAX TYPICAL BOTH ENDS 4 (2) SWEEP LOCK APPROVED AS COMPLYING WITH THE SOUTH F ORIDA BUILDING CODE DAT R :1: 19 BY //, 1 PRODUC ' INTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q , - � 1 ZO .1 1 1 /4" SPACING MAX. TYPICAL BOTH SIDES — ' 1 !TIM T—"IPTIMINE r9Q VAS SMELL MASER UGIVQLLtA4Ob wuF Scx.t a C7 MASONRY OPENING / / /// x PP- 1 A BUCK DIMENSION 0 L L x — DENOTES FACTORY DRILLED INSTAL. HOLES �-- DENOTES FIELD DRILLED INSTAL. HOLES GENERAL HO 11 M 1. Horizontal Slider has been designed in accordance with the Dade County, 1994 edition of the South Florida Building Code. Wind speed considered is 110 mph, importance factor is 1.05, exposure factor is "C" and the mean roof hieght of the building hieght is less than 60'. 2. Horizontal Sliders installed in Dade and Broward County must have hurricane protective system, such as storm panels. 3. All aluminum extrusions shall be 6063 —T5 unless noted otherwise. 4. Glazing material to be 3/32 1/8" or 3/16" annealed or tempered cis required. 5. Fasteners will be carbon steel with zinc coatings, or Tap Cons. Minimum be 1 1/4" regardless of substrate. 6. Anchoring shall be as indicated on page 8. 7. 1" x P.T., 2" x P.T. wood buck (shown) and steel runner responsibility of others. Buck must withstand loads imposed by wind loads and glazing systems. 8. Lab number: Test Size Design pressure: Water test pressure: 16752 109 1/8" x 61" +35.0/ -35.0 6.0 (1 5/8" sill)/7.92 (2" sill) 16673 109" x 37" +53.33/ -53.33 6.0 (1 5/8" sill) /7.92 (2" sill) embedment must 0 a 4 O HALF SCALE 3/16" DIA. TAPCON 1 1/4' EMBEDMENT MIN. 1/4" SPACING MAX. TYPICAL BOTH ENDS VC [�'(U 1©QL SECT. MM. S ►ULAM 3/1 6' DIA. TAPCON 1 1 /4 EMBEDMENT MIN. (2) SWEEP LOCK 1/4" SPACING MAX. TYPICAL BOTH SIDES MASONRY OPENING x C BUCK DIMENSION 1 O PRECAST BOLL OHSTALLATI M scALL x NOTE: General notes on sheet 7 apply — DENOTES FACTORY DRILLED INSTAL. HOLES �-- DENOTES FIELD DRILLED INSTAL. HOLES ��111111U111111U1�'111\1'� N1\ uas BUCK DIM MASONRY OPENING FOROZORITAL, SCOT. HONE. SLIDER c:::7445 HALF SCUE X11 \1V 111tan1\111\11\\\m. P 002 Revisions: Ma t.ria Drawn By PJS R.v(a.d By: D 6/6/96 Dat.: 03innings Pan I American P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 —2350 Draw Clan.: !Part SHOP I I m Prod Category: S.ri. /Mo d.L• lt.. H.S. PA— 1 6 ISA.. 8 of 10 NSTALLK1OoN DRAWING G FOOR PA 16 XOX Part Numbs. I Dr aw(ng Numb.r: PA— 1 6PCS8 R.v(aion Loy. 1-• } APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19q7 DAT BY PRODUC ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C36- //Z-6.6) Coll Size Buck Width Buck Height Mox Vent Width Head & Sil Fasteners Typical Spacing Jamb Fosteners Typical Spacing Results Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.626 52.80 -76.77 7121 84.000 24.000 22.000 5 18.188 2 17.626 52.80 -74.03 8121 96.000 24.000 24.000 6 16.950 2 17.626 52.80 -71.98 9121 108.000 24.000 26.000 7 16.125 2 17.626 52.80 -70.38 74.125x25 73.125 24.000 24.000 5 15.469 2 17.626 52.80 -76.48 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 52.80 -70.70 6131 72.000 36.000 18.000 5 15.188 3 14.813 52.80 -57.58 7131 84.000 36.000 22.000 5 18.188 3 14.813 52.80 -54.84 8131 96.000 36.000 24.000 6 16.950 3 14.813 52.78 -52.78 9131 108.000 36.000 26.000 7 16.125 3 14.813 51.18 -51.18 74.125x37 73.125 36.000 24.000 5 15.469 3 14.813 52.80 -57.29 106.375x37 105.375 36.000 26.000 7 15.688 3 14.813 51.50 -51.50 6139 72.000 44.000 18.000 5 15.188 4 12.542 50.60 -50.60 7139 84.000 44.000 22.000 5 18.188 4 12.542 47.86 -47.86 8139 96.000 44.000 24.000 6 16.950 4 12.542 45.80 -45.80 9139 108.000 44.000 26.000 7 16.125 4 12.542 44.20 -44.20 74.125x45 73.125 44.000 24.000 5 15.469 4 12.542 50.31 -50.31 106.375x45 105.375 44.000 26.000 7 15.688 4 12.542 44.52 -44.52 6141 72.000 48.000 18.000 5 15.188 4 13.875 47.98 -47.98 7141 84.000 48.000 22.000 5 18.188 4 13.875 45.24 -45.24 8141 96.000 48.000 24.000 6 16.950 4 13.875 43.19 -43.19 9141 108.000 48.000 26.000 7 16.125 4 13.875 41.59 -41.59 74.125x49 73.125 48.000 24.000 5 15.469 4 13.875 47.95 -47.95 106.375x49 105.375 48.000 26.000 7 15.688 4 13.875 41.91 -41.91 6151 72.000 60.000 18.000 5 15.188 4 17.875 45.27 -45.27 7151 84.000 60.000 22.000 5 18.188 4 17.875 40.47 -40.47 8151 96.000 60.000 24.000 6 16.950 4 17.875 37.43 -37.43 9151 108.000 60.000 26.000 7 16.125 4 17.875 33.72 -33.72 74.125x61 73.125 60.000 24.000 5 15.469 4 17.875 38.88 -38.88 106.375x61 105.375 60.000 26.000 7 15.688 4 17.875 35.46 -35.46 Call Size Buck Width Buck Height Max Vent Width Head & Sil Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.626 40.00 -73.23 7121 84.000 24.000 22.000 5 18.188 2 17.626 40.00 -62.18 8121 96.000 24.000 24.000 6 16.950 2 17.626 40.00 -54.03 9121 108.000 24.000 26.000 7 16.125 2 17.626 40.00 -46.10 74.125x25 73.125 24.000 18.000 5 15.469 2 17.626 40.00 -70.87 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 40.00 -48.47 6131 72.000 36.000 18.000 5 15.188 3 14.813 40.00 -47.48 7131 84.000 36.000 22.000 5 18.188 3 14.813 40.00 -40.32 8131 96.000 36.000 24.000 6 19.950 3 14.813 35.04 -35.04 9131 108.000 36.000 26.000 7 16.125 3 14.813 29.90 -29.90 74.25x37 73.125 36.000 18.000 5 15.469 3 14.813 40.00 -45.95 106.375x37 105.375 36.000 26.000 7 15.688 3 14.813 31.44 -31.44 PA16A.01 Horizontal Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1 /8" (DSB) Annealed or Tempered Glazing at Vents w/ 2" Sill Riser Note: The irutattation of tAia unit require. a hurricane pr otective sy stem Revisions: Material. Drawn Dy, PJS Rsvieed Di oat.: 12/26/96 Date: i3inninga F American IPA Draw Class: Part Class: Prod Category: Series /Nod CHART - -- I H.S. I e: PA -16 Part Muni PA- 16PCS9 SPECIFIC CONDITIONS PA -96 XOX (2" RISER) I Drawing Numbs. P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931-2350 (tent: I SMet: COMP.ANYL. 9 of 10 PA- 16PCS9 I R.vision Lev.: 74/ 97 PA16A.03 Horizontal Roller Window 1 /8 "(DSB) Annealed Glazing of Fixed Lite and 3 /32 "(SSB) Glazing at Vents w/ 2" Sill Riser Note: The installation of this unit require. a hurricane protective tustern APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT -nel . Jr: _. BY 77 _ i`� PRODUC ONTROL DIVISION BUILDING CODE COMPIJANCE OFFICE ACCEPTANCE NO ci6 -110 Call Size Buck Width Buck Height Max Vent Width Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure (4-) Pressure ( -) 6121 72.000 24.000 18.438 5 15.188 2 17.626 52.80 -76.77 7121 84.000 24.000 22.438 5 18.188 2 17.626 40.00 -74.03 8121 96.000 24.000 24.438. 6 16.950 2 17.626 40.00 -71.98 9121 108.000 24.000 26.500 7 16.125 2 17.626 40.00 -70.38 74.125x25 73.125 24.000 18.438 5 15.469 2 17.626 40.00 -76.48 106.375x25 105.375 24.000 26.500 7 15.688 2 17.626 40.00 -70.70 6131 72.000 36.000 18.438 5 15.188 3 14.813 40.00 -57.58 7131 84.000 36.000 22.438 5 18.188 3 14.813 40.00 -54.84 8131 96.000 36.000 24.438 6 16.950 3 14.813 40.00 -52.78 9131 108.000 36.000 26.500 7 16.125 3 14.813 40.00 -51.18 74.125x37 73.125 36.000 18.438 5 15.469 3 14.813 40.00 -57.55 106.375x37 105.375 36.000 26.500 7 15.688 3 14.813 40.00 -51.50 6139 72.000 44.000 18.438 5 15.188 4 12.542 40.00 -50.60 7139 84.000 44.000 22.438 5 18.188 4 12.542 40.00 -47.86 8139 96.000 44.000 24.438 6 16.950 4 12.542 40.00 -45.80 9139 108.000 44.000 26.500 7 16.125 4 12.542 40.00 -44.20 74.125x45 73.125 44.000 18.438 5 15.469 4 12.542 40.00 -50.31 106.375x45 105.375 44.000 26.500 7 15.688 4 12.542 40.00 -44.52 6141 72.000 48.000 18.438 5 15.188 4 13.875 40.00 -47.98 7141 84.000 48.000 22.438 5 18.188 4 13.875 40.00 -45.24 8141 96.000 48.000 24.438 6 16.950 4 13.875 40.00 -43.19 9141 108.000 48.000 26.500 7 16.125 4 13.875 40.00 -41.59 74.125x49 73.125 48.000 18.438 5 15.469 4 13.875 40.00 -47.95 106.375x49 105.375 48.000 26.500 7 15.688 4 13.875 40.00 -41.91 6151 72.000 60.000 18.438 5 15.188 4 17.875 40.00 -45.27 7151 84.000 60.000 22.438 5 18.188 4 17.875 39.79 -39.79 8151 96.000 60.000 24.438 6 16.950 4 17.875 25.52 -25.52 9151 108.000 60.000 26.500 7 16.125 4 17.875 24.01 -24.01 74.125x61 73.125 60.000 18.438 5 15.469 4 17.875 26.21 -26.21 106.375x61 105.375 60.000 26.500 7 15.688 4 17.875 24.21 -24.21 Call Size Buck Width Buck Height Panel Widths Head & Sill Fasteners Typical Spacing Jamb Fasteners Typical Spacing Results Pressure ( +) Pressure ( -) 6121 72.000 24.000 18.000 5 15.188 2 17.626 52.80 -73.23 7121 84.000 24.000 22.000 5 18.188 2 17.626 52.80 -62.18 8121 96.000 24.000 24.000 6 16.950 2 17.626 52.80 -54.03 9121 108.000 24.000 26.000 7 16.125 2 17.626 46.10 -46.10 74.125x25 73.125 24.000 18.000 5 15.469 2 17.626 52.80 -70.87 106.375x25 105.375 24.000 26.000 7 15.688 2 17.626 48.47 -48.47 6131 72.000 36.000 18.000 5 15.188 3 14.813 47.48 -47.48 7131 84.000 36.000 22.000 5 18.188 3 14.813 40.32 -40.32 8131 96.000 36.000 24.000 6 16.950 3 14.813 35.04 -35.04 9131 108.000 36.000 26.000 7 16.125 3 14.813 29.90 -29.90 74.25x37 73.125 36.000 18.000 5 15.469 3 14.813 45.95 -45.95 106.375x37 105.375 36.000 26.000 7 15.688 3 14.813 31.44 -31.44 PA161B.01 Horizontal al Roller Window 3/16" Annealed or Tempered Glazing at Fixed Lite and 1/8" (DSB) Annealed or Tempered Glazing at Vents w/ 1 5/16" Sill Riser Note: The installation of this unit requires a hurricane protsotiv. system /fr PA16B.03 Horizontal Roller Window 1/8" (DSB) Annealed Glazing at Fixed Lite and 3/32" (SSB) Glazing at Vents w/ 1 5/16" Sill Revisions: Material Drawn By: Rest/fed 911: PJS Dot.: Note: The installation of this unit require¢ a hurricane »rotectivs ay stern Dote: 12/26/96 II 6innings P 0 Draw chew CHART Part Number. Part Class: Prod catesary Sere /Med.I r► Har I H.S. I v PA -16 COMP.ANYL. SPECIFIC CONDITIONS PA-16 XOX (1 5/16" RISER) Drawing Number. PA- 16PCS10 PA- 16PCS10 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :rt 19�� - r r PRODUC 'NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. % - 11?-4.n1 P.O. Box 630038 2805 N.E. 185th Street Miami, Florida 33163 (305)931 -2350 Sheet 10 of 10 Rev:siow Leval