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920 NE 95 St (3)
S OUTHERN ALUMINUM MANUFACTURING = SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM April 9, 1996 • City of Miami Shores Attn: Frank Lubin Chief Building Official Gentlemen: 4 We are the Dade County Notice of Acceptance Holder for 20 Gauge Galvinized Steel Panels approved under product acceptance No. 95- 0713.02 This letter authorizes Superior Remodeling Co, Inc. to use our 20 Gauge Galvinized Steel Storm Panels approved under number 95- 0713.02 to be used at the following job: Sincerely, Bobby Dunphy Vice- President Heredia 10050 NE 2nd Avenue Miami Shores, FL 33138 1650 NW 23rd Avenue, • Ft. Lauderdale, Florida 33311 (305) 730 -0102 • (800) 419 -3463 • Fax (305) 730 -0743 Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 4 ( 9 M Job Address q a u 78 9 .I t Legal Description AS 2e aid/ •19 A t 5 `I1 P :P f Historically Designated: Yes No Owner/Lessee / Tenant L, . /4 k= Yt E. 6 / (A Master Permit # Owner's Address 940 c 9.0 S* M/ (0 / w o 2 e S Phone 9 t) 7 Sy -/ 3 9/ ` l Contracting Co. Supex1 to K. J� Qwtoo�Q� ►ti. 1 I...L Address 7 Y� ,A rl.o S►'ti ( / St 0') quIN,333( C) Qualifier Q-61 gut& L S4 1 / State # V ` C. O W 7s Municipal # Competency # Ins. Co. S, Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Q /, t. e ln1 I i o(o w s t 4.% 3 e x I s r 1 1 Op e h/ ("" 7 r✓ ein.n. e 72o re c Square Ft. 4 0 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -n ed contractor to do the work stated. v _ Signs Plgiwitti - g - C My Comm WI 41178 ',' Bonded By Service is No. CCA53327 Notary as to .` its' %oit pjgent Nastte Notary as to C My Commission xpires: My Commission FEES: PERMIT 40ffisio RADON Tax Folio // • -00 7 — co / SS# ( Phone ( Y)? 3 b • S a' O 0 Estimated Cost (value) 4 4 0 0 0 C.C.F. NOTARY Date 6 ` ° TOTAL DUE APPROVED: fq Zonin g g Buildin Electrical Mechanical Plumbing Engineering 4)1# ZdAsP.w. SN SN S - 1)1-3 s/i t)» 14 gas P, W sN IRQ p ►p c v G✓indows i v) 4:3 PA / 5 Too • one g v,• n D Num.ru c/+ n �it 4 ,IS G.. /,l ;P.6n /A q� -y,c 9�'sr 4 a V� '7 t ai -/ Le9io/ : 1./ 1 / LaDlwc( +Elders 7'-r Tteeic rpia • 03/19/96 TUE 14:18 FAX 800 477 3655 r, fit PRODUCT CONTROL NOTICE OF ACCEPTANCE METRO-DADE Vinyl Tech/Progressive Glass Technology 155 Center Court Venice FL 34292 Acceptance No.:94- 1031.03 Expires:10 /31/98 Approved: 09/21/95 -) - 0 VINYL TECH R1002 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375.2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372.6339 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Altemate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant (For listing, see Section 8 of this Notice of Acceptance.) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County A RECORDED PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: 96F4 149744. 1996 APR 09 I0:08 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address; plat there of as recorded in o0 5 h P Dade County, Florida aka 92,p NE 95th tr e es Miami $jiorthp P l RP 111311 i 13F of Ftsaj � 2. Description of improvement: Replace windows and add hurri cane protection 3. Owner(s) name and address: L Interest in property: Fee simple__ Name and address of fee simple titleholder; 4. Contractor's name and address: Superior R e m o d e l i t} Q C9., Inc: 48 N_r_tate )toad 7, Suite 0 Ft Lauderdale 1 FL 33319 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N A Amount of bond $ 6. Lender's name and address: N / A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address:_ same as #3 above b+pn4tura of owner Print Owners Name Ly d i a Sworn to and subscribed before Notary Public Print Notary's Name My Commission Expires: NOLCE OF COMMENCEMENT COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION Heredia TAX FOLIO NO. 8. * In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) As written me this day of 19 oit A. Comm, A BC • htY X11 . nded • Service*. No Prepared by; Brenda Thompson 123.01.52 2/03 _H�rtzdia 92D NF g5r1, c,... ,... M i.a.mj Y ,,FI_.33313 Address: 4850 N.St.Rd. 7, Ste Ft. Laudex.4n1 a, Ft., 33319 03/19/96 TUE 14:19 FAX 800 477 3655 VINYL TECH 0 003 Progressive Glass Teehaghgy PT ACCEPTANCE No.: 94- 1031.03 b. M. • el Perez, P.E. Plans Product Control Division SEP 2 1 1995 APPROVED EXPIRES : October 31. 1998 P I I DI I 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum single hung window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building 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 4000 Aluminum Single Hung Window 1.3 OveralUize 4' -5 1 /8" wide by 6 high x 2" deep 1.4 Confgurattipn : O/X 1.5 No. & Size of Vents: One, 50 3/16" by 38 1/8" high; one fixed light frame glazed at the top with a clear opening of 49 1/2" wide by 34 5/8" high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing; 2.2.1 Glazin Material; 3/16" annealed glass. 2.2.2 Glazing Method: Exterior glazed using a clear colored adhesive bedding compound and rolled aluminum glazing bead. 2.2.3 Daylight Onening: 2.3 Frame Construction: 2.3.1 Head: Extruded aluminum solid, 1.570" face x 2" deep x 0.062" wall thickness, 0.457" intermediate glazing flange. 2.3.2 J ,Wild Extruded aluminum solid, 1.357" face x 2" deep x 0.050" wall thickness, 0.469" intermediate glazing flange and two screw splines. 2.3.3 Sill; Extruded aluminum "Z" shape solid, .556" face x 2" deep x 0.050" wall thickness. 1.375" interior sill flange with groove for weatherstrip. Sill has 3.8 degrees sloped outward. 2.3.4 Corner Construction: Corners are butt joined. All frame corners are secured with 2 - #10 x 3/4" PI-ISMS. 2.4 Sash (Vent) Constructions: 2.4.1 Head Extruded hollow, 1.718" face x 0.750" deep x 0.062 wall thickness, with one screw spline. 2.4.2 Jamb: Extruded U -type channel - 1.094" face x 0.926" deep x 0.050" wall thickness, with onz .469" flange and two grooves for weatherstrips. 2.4.3 SW: Extruded U -type channel, 1.746" face x 0.926" deep x 0.060" wall thickness, with one .469" flange, a groove for weatherstrip and one screw spline. 2.4.4 Meeting Rails: Extruded hollow, 1.489" face x 1.821" deep x 0.062" wall thickness, with one .469" flange with two screw splines on the fixed and one screw spline on the operable. aminer 11 03/19/96 TUE 14:19 FAX 800 477 3655 VINYL TECH a004 Progressive Glass Technology ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31. 1998 NOTICE OF ACCEPTANCE:, SPECIFIC CONDITIONS 2.4.5 Corner Construction: Corners are butt joined. Top vent corners are secured with 1- #10 x 1 1/2" PH SMS. Bottom vent corners are secured with 1 - #8 x 3/4" PH SMS. 2.5 Weatherstrinpijgg,1 Quantity Description Location Single Pile with integral plastic fin Fixed meeting rail Double Pile Vent jamb rails Single Vinyl bulb Vent sill. Single Vinyl bulb with a flap Vent bottom rail. 2.6 Hardware: Quantity Description Location Two Spring and pulley balances One per frame jamb Two Metallic cam lock At vent top rail, one at 10 5/8" from each end, locking into extruded groove in he fixed meeting rail. 2.7 Weepholes: Quantity Description Location Two 1 5/8" weep notch at each end of sill screen retainer 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealants & Pads: Frame head and sill sealed with clear colored sealant. One 1" by 1 1/2" open cell foam pad at bottom of each jamb rail or vent. 2.11 Additional Description: Flange type frame. Unit tested with 1 11/16" high overall interior sill flange. 3. LIMITATIONS: 3.1 This approval applies to single unit applications only, as shown in Section 10, TYPICAL ELEVATION. 3.2 Units with dimensions equal or smaller than those shown in Section 10 shall qualify under this approval. 3.3 For Design Pressure Rating, see Section 7, TESTS PERFORMED. M 1 Perez, P.E. Plan Examiner 11 03/19/96 TUE 14:20 FAX 800 477 3655 Progressive Technology U VINYL TECH - 2b - ACCEPTANCE No • 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES LJ VV.) : October 31. 1998 4. INSTALLATION: 4.1 Screws and Method of Attachment: SILL : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 20" o.c. apart. HEADER : #10 x 1 1/2" FHWS located at a maximum of 6" from comers and 20" o.c. apart. JAMBS : #10 x 1 1/2" FHWS located at a maximum of 6" from corners and 16" o.c. apart. Note: Please see note #11. Page 3 4.2 Attachment of sub -bucks shall be designed by the Architect or Engineer of Record, and must be in compliance with the South Florida Building Code. 4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete screws (masonry anchors) instead of the fasteners above, the same amount and diameter and an appropriate length to go through the buck and penetrate at least 1 1/4" into the masonry structure. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 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. 6.1.3 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all times. 6.3 The Building Official shall ensure the adequacy of the window to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note: The installation of this unit will require a hurricane protective system. Product Control Division • 03/19/96 TUE 14:21 FAX 800 477 3655 VINYL TECH a006 Progressive Glass Teeknologx ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: RESULTS: R INFILTRATION ©a7 1.57 PSF STM E283 ( <0.15 CFM/FT Per PA 202 -94 WATER RESISTANCE (PSF) STM E547/E331 Per PA 202 -94 IFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE IFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEGATIVE esign Pressure Rating (Positive) TEST LOAD 0.26 CFM/FT 8.30 PSF +92.7 PSF -92.7 PSF FTL- 1139 DESIGN LOAD +55.33 PSF +61.8 PSF -61.8 PSF +55.33 PSF Design Pressure Rating (Negative) -61.80 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94. 2) Uniform Static Air Pressure Test, Loading per PA 202 -94. 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76 and PA 202 -94. Along with an installation diagram of an aluminum window prepared by Fenestration Testing Laboratory, Inc. report No. FTL -1 139 dated March 27, 1995 (Re- issued 5- 18 -95) signed and sealed by Yamil G. Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Assembly drawing of tested unit, Series 4000, Sheet 1 of 1. 8.3 Calculations: 8.3.1 Comparative analysis prepared, signed, sealed, and dated 6 -2 -95 by Farrokh Rasekhy, P.E. for Vinyl Tech/P.G.T. Products. M. el Perez, P.E. Plan 4' xaminer II Product Conti-01 93/19/96 TUE 14:21 FAX 800 477 3655 200. 110. 160. Is0. 120 100.60 1000 60 00 40.00 10.00 000 VINYL TECH a007 Progressive GIass Technolooy ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31 a 498 NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS vl.yl Tech/P.C.T. SH -4000 19 I23 26 '00 Solid Lints are Negni..e Design Pressure warts Line is from Posnrc Pre.su.t U 32.000 ) ' 000 6 000..C-... % id''. in Ine.es 2d 44 000 111 000 Product Control Division (3/16'. H.O. Ademsed lest data sad CORIVIVEIVC atldysh sod eerd6sd by s1 ROAM, regional Whim did tid¢i wads dams. M otat.d.w re per Oda Crory bad= «.6 c - Vera ^"6 - - 26.000 '-' —>M '3.000 --0- 16.000 • • LhaH Now: PtAl0re Dalai ?ma= MUST NOT cod cupswwiliaMic. Finev{n6 Appllta614 !/l.3/ ro Vhsyl ceM.O.T. Products. Rc2. Fit S1129 Ma --1 Perez, P.E. Pl.ys Examiner 11 0 • 1 1 _. . . --- - -I - L -- 1--- 11- -----� .. . -- ----1---- - —� ._ I 1 . _ .1 1 t_ I 1' 1 1 1 ! 1 i 1 , . L 1 I I i I 1 I I ! ! 1 i 1 — " 111111 1011.1.1 . ' I 1 • • For. I ■ I I SVUClural uYrtqa ItsC -- Nve4. 42920•5'442 -- ' M>.m; FL,X3186 _!_.�_ 93/19/96 TUE 14:21 FAX 800 477 3655 200. 110. 160. Is0. 120 100.60 1000 60 00 40.00 10.00 000 VINYL TECH a007 Progressive GIass Technolooy ACCEPTANCE No.: 94- 1031.03 APPROVED : SEP 2 1 1995 EXPIRES : October 31 a 498 NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS vl.yl Tech/P.C.T. SH -4000 19 I23 26 '00 Solid Lints are Negni..e Design Pressure warts Line is from Posnrc Pre.su.t U 32.000 ) ' 000 6 000..C-... % id''. in Ine.es 2d 44 000 111 000 Product Control Division (3/16'. H.O. Ademsed lest data sad CORIVIVEIVC atldysh sod eerd6sd by s1 ROAM, regional Whim did tid¢i wads dams. M otat.d.w re per Oda Crory bad= «.6 c - Vera ^"6 - - 26.000 '-' —>M '3.000 --0- 16.000 • • LhaH Now: PtAl0re Dalai ?ma= MUST NOT cod cupswwiliaMic. Finev{n6 Appllta614 !/l.3/ ro Vhsyl ceM.O.T. Products. Rc2. Fit S1129 Ma --1 Perez, P.E. Pl.ys Examiner 11 03/1°9/96 TUE 14:22 FAX 800 477 3655 VINYL TECH Progressive Gl js Technology NOTICE OF A('c DTe nir ` "ANDARD c.ONDITIO 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 nor 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(e) and this last page 3. Jtems 10. 11 & 12 listed below only apply to glazed pr_ctdacts and door 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 tested. The spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stilt. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTA ACCEPTANCE No.: APPROVED . SEP , O L 1 IYY5 EXPIRES October 31. 1993 Man • 1 Perez, P.E. Plans 4 aminer 11 ------ - - - - -- VVV 05/ TUE 14:21 FAX 800 477 3655 VINYL TECH ____ L] 008 3/19/96 TUE 14:22 FAX 800 477 3655 VINYL TECH - Prngrtili Glass Technology 10. TYPICAL ELEVATION PTAN E: P I I ACCEPTANCE No. : � lQ APPROVED : SEP 2 1 1995 EXPIRES : acither 31. 1998 Ma - 1 Perez, P.E. PI. 3',taminer 11 Product Control Division Y 05/02/eg '°13:4'1 2r81/afi73655 • • ` MET'hOPOLITAN DADE COUNTY, FLORIDA ME7R0 Chairman Bertram S. Ilbrshaw voce -ami nnan H a Lasseter Members Ronald Ager Jana Arras George Berlin Thomas M. Black Lawrence A. Borsari Ted Brides Oscar Brennan John Calpini Eduardo Carter Jorge de la Torrieue /1. Carlton Decker Arnold Goldman Richard M. Norton Daniel Lewis John Lindstrom Stever Law Joseph Mokher, Sr. James Power William Riley Armando M. Rico Thomas Unerback Alfred Itirisbrod Rudy WiStamir Board Consultant John Plstorino Swf/ G7raria Danger Sandy fi¢inirb Gil Diamond ACCEPTANCE APPROVED EXPIRES VINYL TECH (305) 375-2901 p$,QDIICT CONTROL J QTICE— QE_ACSFPTAIJCE Progressive Glass Technology/ Vinyl Tech, Inc. 155 Center Court Venice, F1. 34292. Your application for Product Approval of e z 6000 A1.um Fixed Window F -C95 under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Miami • gated Iiay r 19 1 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 `gi Gay. C ducts • • • • lib Y No.: 91-0703,7 R it Diamond, P Oct. 21,_12.11.__. Product Control Division i' Supervisor May 22, 19U____ * it P F' _son t<* T.H.LcL.IS THE GENERAL cPNWTIDHS This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: October 21, 1991 Z 006 /008 METRO -DADE CENTER BOARD OF RULES AND APPEALS SUITE 1010 111 N.W. 1st STREET MIAMI, FLORIDA 33128 -1874 (305) 375 -2981 • idI 14'_ Charles Danger, PUE. Deputy Secretary Metropolitan Dade County Board of Rules and Appeals ua, tJ ao 1J:4L C]1tfUU4773655 pEs E.:PTTON 0E_ UNIT Z QDE, nrup `tLpN Series 6000 Aluminum Fixed Window E -C95 WyrI iOTii,S : None momml None VINYL TECH Progressi C asg hnQloJyf ACCEPTANCE No.: 91- 0703.7 R NonCE_ OF _ACC_EPTA_NCE SRF,ci TI;_ CONT11TTONS ASSIGNS' A( _F;PTANC',E MARRTNQ,S AAMA 101 -88 1' -C95 Dade County Approval #91- 0703.7 R Expires: May 22, 1995 Approved for installation up to 750 ft. above grade. CADIIDN: Elevation must be reduced in 10' - 1 7/8" by 5' - 1 7/8" high the coastal construction zone No, &_ST7,y, nF rucEnyL(jW: One with an ovecall glass size of U9 1/4" by 59 1/4" high. ____;li_ MATERIAL:: '3/16" tempered glass GTZNG METHOD Interior glazed using a silicone adhesive and extruded. aluminum glazing bead; a foam glazing tape used at interior of glass; bead secured with three No 6 by 1" Tek screws and three No. 12 by 2 1/2' flat head wood screws (installation screws) in each jamb; six No. 6 by 1" Tek screws and seven No. 12 by 2 1 /2" flat head wood screws (installatio screws) in frame head and sill. REINEQMEMENT1 None 121111.T.01 AL pE C TIPT ON: Flange type frame. All fasteners exposed to the exterior of the building shall be non - removable. APPROVED EXPIRES Oct. 21. 1991 Say 22. 1995 it Diamond, P.E. Product Control Division Supervisor IJ 007/008 • ,. rogres ve G asq Te`hnology, : 1 'w 1 , JnCi*. TESTS: INTERIOR WINDLOAD: 147.0 p.s.f. SILL : 6 # 12 x 2 1/2" FH CP WS EXTERIOR WINDLOAD: 147.0 p..s.f. HEADER: 6 # 12 x 2 1/2" FH CP WS WATER RESISTANCE : 15.0 p.s.f. JAMBS : 3 # 12 x,2 1/2" FH CP WS AIR INFILTRATION : 0.01 cfm /sf FORCED ENTRY ?PPRQ I D FOR 'T MO : 750. feet Abtave ex l.S t ing gradg This :?roduct must be re- evaluated for structu::a1 adequacy when installed withi.1 the Coastal Construction Zone in accordance with Chapter 23 Sub - suction 2309.2 (b) of the South Florida Blailding Code. This ; he n, 4.4iovv4j l:fti55 MTL -14861 VINYL TECH N TIC OF CCC` P ARCM SP . _I TI' _Q DITrpEE ACCEPTANCE No.: 91-0703.7 R APPROVED EXPIRES x 008 /008 Oct. 2i, 1991 : 101y 27. 1995 .03 WS ANQ_1$O pF ATT.0 NT NOTE: P.1 ease see Note #11, Pa_q„3. G il Diamond, P.E. Product Control Supervisor #91 -O70 3.7 e nd change. Technology /V{ n t Tech ivision METRO -DAD E la PRODU CT CONTROL NOTICE OF ACCEPTANCE Southern . \luminum Manufacturing 6500 N.W. 16 Street, Suite 1 Plantation FL 33315 Your applic ition for Product Approval of: 20 ga. Galv Steel Storm Panels under Chapier 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Cc nstruction, and completely described in the plans, specifications and calculations as submitted by: Applicant (1 'or listing, see Section 8 of Ellis Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Floc ida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to se cure this product or material at anytime from a jobsite or manufacturer's plant for quality control testin ;. If this product or material fails to perform in the approved manner, the Code Compliance Department r, lay revoke, modify, or suspend the use of such product or material immediately. The Building Code Compli ince Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense c f such testing will be incurred by the manufacturer. Acceptance N).:94-1024.08 (supersedes No.: 94- 0608.01) Expiry !s:08 /15/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Division Supervisor THIS IS ' CHE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compli2 nee Department and approved by the Building Code Committee to be used in Dade County, Floric a under the conditions set forth above. Approved: 02/16/95 -1- Director Building Code Compliance Dept. Metropolitan Dade County Southern Aluminum Manufacturing ACCEPTANCE NQ.: 94- 1024.08 APPROVED FEB 1 fi 199 EXPIRES Aug. 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 Thi 3 approves a galvanized 20 ga. steel storm panel designed to comply with the South Florida Bui lding Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non - coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No.94 -85 using 20 gage galvanized steel (.035" thick), with Fy = 50 ksi min., conforming to ASTM A 446, structural quality, grade D; galvanized in accordance with ASTM G 90. 2.2 Parwls have a nominal width of 12.00" and a total width of 13.50 ", forming 2.00" deep ribs. 2.3 Con.ponents shall be aluminum alloys 6063 -T6, 2" x 2" x .080" and 2" x 5" x .125" angles and extra ided parts. 3. LIMITA TIONS 3.1 The iesign will be dependent on the maximum panel (span) height: 101" to be installed only as outlined on drawing No. 94 -85, Sheets 1 thru 3 of 3. 3.2 Minimum separation to existing glass to protect shall be: 3.2.1 With reinforcing 1" x 1" x 16 ga. steel tube and bolts at midspan: 1 7/8" 3.2.2 With reinforcing bolts only at midspan: 2 1/2" 3.3 Spec !al Requirement; Span 3 greater than 33" require reinforcement at mid span. For a separation to glass of 1 7/8" or more, a reinforcing 1" x 1" x 16 ga. steel tube, across every panel, fastened with 1/4 " -20 x 3 1/2" bolts with die cast aluminum wingnuts or jacknuts at all overl ips (12" o.c.) at midspan. For a separation to glass of 2 1/2" or more, only 1/4 " -20 x 3 1/2" bolts with die cast aluminum wingnuts or jacknuts at all overlaps (12" o.c.) at midspan are required. 4. INSTALLATION 4.1 The F anels shall be installed only in the following conditions: 4.1.1 Wall Mount The p anels are secured inside a "h" header (Part 2) at the head, which is anchored to the wall; and fastened to the 2" x 2" x .080 continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8' studs w/ washered wingnut spaced at 6" o.c., and which is also anchored to the wall, as shown on approved 'detailed drawing No. 94 -85, Sheet 2 of 3 "Wall Mount" Section A, bearing the Dade Count y Product Control approval stamp. 4.1.2 Buildout Mount The p. uiels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" x .080" : ontinuous studded aluminum angle (Part 6) at the sill, using l/4 " -20. x 5/8" machine bolts w/ washe red wingnut spaced at 6" o.c.; both header and sill are fastened to the long leg of a 2" x 5" x 1/8" a uminum angle (Part 4) using 1/4"-20 Machine bolt and nut spaced at not more than 21" o.c., -2 4 . _ J M. • -1 Perez, P.E. Plans Examiner II Product Control Division ME sill, using 1i4" -"lu x 5 /8" studs w/ washered wingnut spaced at 6" o.c. as shown on Drawing No. 94 .85, Sheet 2 of 3, "Ceiling/Inside Mount" Section 13, bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the above. As well as alternate mounting conditions detailed in Sections D 1 hru G on Drawing No. 94 -85, Sheets 2 and 3 of 3, bearing the Dade County Product Control api lroval stamp. 4.2 An ::horage of the aluminum headers and angles shall be to concrete, masonry and/or wood framing anc shall consist of only the anchors, embedment and spacing specified on Anchor Schedule Dri.wing No. 94 -85, Sheets I thru 3 of 3. Substitution of anchor type or indicated embedment is unf cceptable and requires to be engineered separately. Fasteners must have their own Notice of Acs :eptance. 4.3 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and foll )wing statement: "Dade County Product Control Approved ". Als) a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing tubes and bolts /or bolls only are properly installed at midspan, The separation of the shutter to the glass is what detc rmines which option to use: a) Fora separation of 1 7/8" or more 1" x 1" x 16 ga. steel tube and bolt; are required; b) For a separation of 2 1/2" or more, only bolts are required. 6. USE 6.1 Apr lication for building permit shall be accompanied by two copies of the following: 6.1. l This Notice of Acceptance. 6.1.7. Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.:; Duplicate prints of approved drawing No. 94 -85, Sheets 1 thru 3 of 3, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of the shutter to meet the pressure requirement of the c pening in which it is to be installed. 6.3 This revision supersedes Notice of Acceptance No. 94- 0608.01 dated Aug. 15, 1994. �t y M. . l Perez, P.E. Plans Examiner II Product Control Division Southern Aluminum Manufacturing ACCEPTANCE NO.: 94- 1024.08 APPROVED FEB 1 6 1995 EXPIRES Aug 15, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TEST` PERFORMED TESTS: - 2b - RE 1/1 gar,�,� -J • Man Perez, P.E. Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE VHSSILE IMPACT TEST SFBC Pi, 201 -94 w /reinforcing bars SATISFACTORY HETI- 94 -312a Max • 1.80" CYCLIC WIND PRESSURE TEST SFBC PA. 203-94 POSITIVE +94 PSF HETI- 94 -312a +72.3 PSF HETI- 94 -312a CYCLIC 'WIND PRESSURE TEST SFBC PA. 203-94 NEGATIVE -95 PSF HETI- 94 -312,a -73.0 PSF HETI- 94 -312a LARGE l r1ISSILE IMPACT TEST SFBC PA 201 -94 w /reinforcing bolts only SATISFACTORY HETI- 95 -401a Max 2.50" CYCLIC `MIND PRESSURE TEST - SFBC PA 203 -94 POSITIVE +93 PSF . HETI- 95 -401a +71.5 PSF HETI- 95 -401a CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94 PSF HETI- 95 -401a -72.3 PSF HETI- 95 -401a UNIFORM [ STATIC AIR PRESSURE TEST SFBC PA 102 -94 POSITIVE +108 PSF HETI -94 -317 +72.0 PSF HETI -94 -317 Max.. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 102 -94 NEGATIVE -108 PSF HETI -94 -317 -72.0 PSF HETI -94 -317 DESIGN PRESSURE RATING . +72.0 PSF -72.0 PSF Southern Aluminum Manufacturing ACCEPTANCE NO.: 94- 1024.08 APPROVED FEB 1 6 1995 EXPIRES Aug 15, 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TEST` PERFORMED TESTS: - 2b - RE 1/1 gar,�,� -J • Man Perez, P.E. Plans Examiner II Product Control Division • Southern Aluminum Manufacturing NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVEDEIsrCE SUBMITTED 8.1 Tests: 8.1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.IIETI- 94 -312a, dated Sept. 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1. :: Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.HETI -94 -317, dated Sept. 27, 1994, sign xl and sealed by Hector M. Medina, P.E. 8.1.: Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. gals. inized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No.I CETI- 94 -401a, dated Jan. 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.2 Dray ring: 8.2.1 Drawing No. 94 -85, Sheets 1 thru 3 of 3, prepared by Knezevich & Associates, Inc. dated 5/17494, revision 7 dated 01/27/95, signed and sealed by V. J. Knezevich; P.E. 8.3 Mate rial certification: 8.3.1 Certified Mill Test Report to be submitted. 8.3.2 Certified Tensile Test Report prepared by Hurricane Engineering & Testing, Inc., Report No.I ETI- 94 -T24, dated Sept. 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.4 Calct nations: - 8.4.1 Anchor calculations based on rational analysis, 1 page dated Oct. 20, 1994, signed and sealed by V J. Knezevich, P.E. ACCEPTANCE NO.: 94- 1024.08 APPROVED : FEB 1 1995 EXPIRES Aug. 15, 1997 Man Perez, P.E. Plans Examiner II Product Control Division 4 • METRO- ®E METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375-2908 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in tt e State of Florida.. A ny revision or change in the materials, use, or manufacture of the product or process stall automatically be cause for termination, unless prior approval is granted *for re visions or change. 3. Ally unsatisfactory performance of this product or process or a change in Code provisions sh ill be grounds for re- evaluation. 4. Tl• is acceptance shall not be used as an endorsement of any product for sales or ad /ertising purposes. 5. Th! Notice of Acceptance number preceded by the words Dade County, Florida, and fol :owed by the expiration date may be displayed in advertising literature. If any portion of he Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents, where it apr lies, shall be provided to the applicant by the manufacturer of his distributors and sha.I be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. ( (. v j.Q'(j 12/16/9-1 h: U'/t(I /K: %71.1107Y IN rwir4(rx.1.,, NOTICE OF ACCEPTANCE: STANDARD CONDITIONS -3- Raul Rodriguez Product Control Supervisor z N a. N z 0 W N N 0 OPTIONAL ANGLE SCALE : 1/4' = SHEAR FASTENER 2 24' O.C. EXISTING STRUCTURE .188' 01 STORM PANEL SCALE • 1/4' ■ 0' -1' L,31T' 469' N3RIZONTAL - -- -LEG OPTIMAL 2000' 1 WIDTH UNLIMITED (PERP. TO PANEL SPA) SECTION J z tot 0 Q 0 O TYPICAL ELEVATION <FOR PANELS V/ SEPARATION FROM GLASS < 2 -1/2' BUT 2 1 -7/8') TOP MOUNT. PLAN VIEW OVERLAP FASTENERS TYP. (SEE NOTE 1 6) AL. ANGLE CLOSURE PIECE. 1' x 2' x .055' MIN. TO 2' x 5' x .055' MAX. ® WINGNUT SCALE I HALF SIZE 1' x 1' TUBE L FASTENERS (SEE PLAN VIEV L KITE 6) BOTTM MOL.NT. EXISTING STRUCTURE z N 0 H z 0 W N 4 cc W 1 'h' HEADER SCALE u 1/4' a O' -1' WIDTH LNLINITED 10 TYPICAL ELEVATION (FOR PANELS V/ SEPARATION FROM GLASS 2 2 -1/2') PLAN VIEW SCALE. 1 -1/2' 1' -0' TOP HOUNT. BDTTD )(CUNT. 0 - U' HEADER SCALE 1 1/4'. • OVERLAP FASTENERS (SEE PLAN VIEW L KITE 6) 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL VITH A )(IN OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS. SOUTHERN ALUMINUM MANUFACTURING PLANTATION, FL. DADE COUNTY PROD. APPRD. DCSIGN BASED :N MET! TEST REPORT 4 HETI 94 -312. AND HETI 94-317 AND HETI 95 -401P. 9 A YARNING NOTE SMALL BE PERMANENTLY PLACED ON EITMER 1tE SILL IF THE SHUTTERS G. OR ON EACH PANEL ADVISING INC THE HE OWNER OR TENANT OF THE FCLLOVIN - IF THE DISTANCE FROM GLASS TO PANEL 1S ( 2 -1/2' A REINFORCING BAR L DOLTS ACROSS ALL PANELS AT MIDSPAN ARE REQUIRED IN ORDER TO O ILRRICAPE PROTECTION. - IF THE DISTANCE FROM GLASS TO PANEL IS 1 2 -1/2' ONLY REINFORCING BOLTS AT MIDSPAN IF ALL PANELS ARE REQUIRED TO OFFER HURRICANE PROTECTION. 10. TOP L BOTTOM DETAILS SHUN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VNERE APPLICABLE. 5. ALL BELTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL VITH A TtINIMLI( Fy 33 KSI. 6. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A I' x 1' x 16 GAGE STEEL TIME USING 1/4 -20 x 3-1/2' BOLTS V/ IE CAST ALUMINUM WASHERED VINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION 99 ). PANELS N0T UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 x 1' BUTS VITA DIE CAST ALUMINUM V,SHERED VINGNUTS OR JACKMUTS (SEE TYPICAL ELEYATID4 ®). FOR PANEL SPANS LESS TWVI 33' OVERLAP FASTENERS L TUBE ARE NOT REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITH DADE COUNTY'PROT0C0LS PA 201,202. AND 203 VITH DESIGN LOADS AS FOLLOVS. POSITIVE DESIGN LOAD + 72•PSF NEGATIVE DESIGN LOAD - 72 PSF MITTS( 1. THIS SHUTTER SYSTEM II DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. AND THE 1994 BROVARD COUNTY EDITION. 2. POS0TIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORIED IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STERN PANELS SHALL BE 2D GAUGE STEEL (t • .035') C01f RING TO ASSN A446, STRUCTURAL DUALITY, GRADE D, VITH A MIN. F - 50 KSI, GALVANIZED IN IN ACCORDANCE V1TH ASIM G90. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.H. 1' x 1' x 16 GA STEEL TuBE TYP. (OPTIONAL) SEC NOTE 6 L TYPICAL LLEVAT I CN. 1' OVERLAP AL. ANGLE CLOSURE PIECE. 1' x 2 ' x .125' MIN. TO 2' x 5 ' x. .125' MAX. .125' TYP. 5 ® ANGLE SCALE ' 1/4' - 0'-1' SCALE 1/4' SHLAK NASILNLK 0 24' OC. EXISTING STRUCTURE .080' TYP. 1 200' 1 ANGLE 9. TYP. 1 2.00'1 © STUDDED ANGLE SCALE 1 1/4' • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE � DAT fek).L,(Li -1 � 19 -t BY PRODUC CONTROL DIVIS;ON 3UILDING CODE COMPLIANCE OFFICE 1CCEPTANCE t ;O P ` 1" - /Cc' •l O PROFESSIEINAL V.J. K E V IC Ft. Ll.e - 1 N ' • 1 PF r ggc9.0983 date x _ O a 0 v N O m N N GINEER \ ; 1 1. 2 . d dr a ring no. 94 -85 sheet I of 3 SEE SPARATIW FREM CLASS SCFEIILC GLASS OR DOOR ANGLE TO WALL DETAIL EXISTING STRUCTURE TENSION FASTENER cSEE ANCHOR SC►EDULD TYP. TOP 1. IKONS © CONT. (TYP. TIP L DOTTOO EXISTING STRUCTURE O WALL MOUNT SECTION A SCALE ' 3' = 1' - 0' WOOD FRAMING Iw MASS OR DEER SEE SEPARATD4 FREM MASS SCMOULE 1114 S.S. PAN HEAD PHILLIPS SCREV 1 12' DC. (SEE ANCI4R SCHEDULE FOR DIA. ENDED. DR ALT. TENSION FASTENER) TYP. TOP OR BOTTOM ©L'ON VOOD FRAMING ANGLE TO WALL DETAIL O WALL MOUNT SECTION SCALE 3' = 1' -0' 1/4 -20 MACHINE BELT L VINE? JT 1 6' O.C. PANEL TO ANGLE DETAIL 0 HNCHINE DOLT L VINGMAIT 0 6' 0.C. (TYP. TOP . BOTTOM) PANEL TO ANGLE DETAIL 1/4' MAL Winn nln auiuII, a a. : :.'.!: . _ 11 I GLASS OR DOOR 2' x 6' P.T. VEDD CENT. WALL MOUNT SECTION (BOTTOM) SCALE • 3' x 1' -0' SEE SEPARATION FRO( MASS SCHEDULE GLASS OR NCR CENT. CTYP. EP 1 BOTTOM SEE SEP. FRDI • SCALE 3' = 1' -0' 1$EL THIS DETAIL MAY DE USED AT TOP DR BOTTOM OF PANELS. SHEAR FASTENER (SEE AN6GR SCHEDULE) TYP. TOP L DOTTDI e CONT. EDGE DIST. EDGE DIST. 1/4'4 x 1 - 3/4' S.S. LAG 11 12 D.c V/ 1 - 1 /2' PENETRATION INTO VOOD 2 - V 4''0 4. 1/2' S.S. rot, • x V/ 3-3/4' PEKTRATION IN CENTER OF STUDS EXISTING STRUCTURE 1/4-20 MACHINE 'BELT L VINGNUT 1 6' O.C. EXISTING STRUCTURE 1/4' NAX GLASS OR ICOR ® CEILING /INSIDE MOUNT SECTION SEE SEPARATION FROM GLASS SCHEDULE SCALE • 3' - 1' -0' GLASS OR DOOR DUSTING' STRUCTURE 1/4'a RAVL CALK-IN AMCNOR (SEE ANCHOR SCHEDULE) TYP. TOP a BOTTOM. SPACE ! 6 0.C. FOR DIRECT MOUNT a USE TRUSS HEAD 1/4 - 20 BOLTS N KEYHOLE SUN. EXISTING STRUCTURE O WALL MOUNT SECTION (DIRECT MOUNT) EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SDED)LD TYP. TOP 1 MITTEN EXISTING STRUCTURE ■ SIDE CLOSURE RECD. CSEE PLAN VIEW) 114 SPIT ! 21' 0.C. (TYP. TO 1 BOTTOM) 1/4-20 M?(1D1E BELT L NUT 121' ac. MVP. TOP L DOTTEDO 1/4' MAX 1/4 -20 MACHINE BELT L VINGNUT It 6' OL (TYP. TOP L BOTTOM) r X 4' x 1/8' x O'- 4 -I/2' AL TUBE 1 21' 0.C. MP. TEP L BOTTOM) © BUILDOUT MOUNT SECTION SCALE a 3' = APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATF - ° - 101 UQ/ 19 q BY PRODUCT ONTF.OL DIV!S:ON BUILDING CODE ' COMPLMANCE OFFICE ACCEPTANCE NO 4J C JI.. I(J 1/. O3 PROFESSIONAL GINEER V.J. K Fl. L eQ : f 1190OX0983 date • U 0' P Xi drawing no. 94 -85 sheet 2 of 3 ANCHIR SCHEDULE OVERLAP FASTENING HARDWARE T � smEAR U4 -20 BOLT L JACP JT OR VINGNUT T STEEL TUBE V/ L4 -20 BOLT L JACKNUT CR ViNGNUT FASTENER SPACING REQUIRED (INCHES D . C .) FASTENER SPACING REQUIRED (INCHES D.C.) EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1 /4'0 RAVL STEEL DROP -IN V/ 1' MIN. EMBEDMENT 1/4'0 RAVL ZAMAC NAIL-IN V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN V/ 7/8' MIN. EMBEDMENT 1/4'0 ITV TAPCON ANCHOR V/ 1 -1/4' MIN. EMBEDMENT ; 1 /4'0 ITV RED -HEAD SLEEVE ANCHOR V/ 1 -1/4' MIN. EMBEDMENT EDGE DISTANCE 2' 3' 2' 3' i 2' 3' 2' 3' 2' 3' SPACI G R 12' 8' 12' 12' Et' 10' 9 12' 12' 8' 12' 12' 30' 11' 11' 12' 11' 11' 12' 12' ANCHOR SCHEDULE OVERLAP FASTENING HARDWARE ,E,SCH DEAR U4 -20 BOLT L JACP JT OR VINGNUT Tom �H�J STEEL TUBE V/ L4 -20 BOLT L JACKNUT CR ViNGNUT FASTENER SPACING REQUIRED (INCHES D . C .) EXISTING STRUCTURE HOLLOW BLOCK WOOD FRAMING ANCHOR DESCRIPTION 1/4'0 RAVL ZAMAC NAIL-IN V/ 1 -1/8' MIN. EMBEDMENT; 1/4'0 RAVL CALK -IN V/ 7/8' MIN. EMBEDMENT l/4'0 ITV TAPCON ANCHOR V/ 1 -1/4' MIN. EMBEDMENT 1 /4'0 ITN RED -HEAD SLEEVE ANCHOR W/ 1 MIN. EMBEDMENT ONE i/4'0 WOOD LAG SCREW V/ 1 - 7/8• MIN. EMBEDMENT EDGE DI TANCE 2' 3' 2' 3' 2 ' 3' 2' 3' 3/4' (SEE ANCHOR NOTE No. 2) FASTENER SPACING 5' 9' S' 12' 7' 6' 8' 12' P 10' 10' PP IPI7 II, 12' 12' 11' SEPARATION FROM GLASS SCHEDULE OVERLAP FASTENING HARDWARE MINIMLM SPEARATION FROM CLASS U4 -20 BOLT L JACP JT OR VINGNUT 2 OR MORE STEEL TUBE V/ L4 -20 BOLT L JACKNUT CR ViNGNUT 1 -7/B' MIN. GLASS OR DOER SEE SEPARATION FROM GLASS SCNEA SCALE 1 3' = 1145MSe21'0.C. 1/4 -20 MACHINE DOLT 1 VINQIUT 1 ' O.C. EXISTING STRUCTURE • SIDE CLOSURE RE01. (SEE PLAN VIEW) NQTE! THIS DETAIL MAY BE USED AT TOP CR IOTTOH OF PANELS. 2' x 4' x 1/8' x 0'- 4 -1/2' ALTUDE121'O.C. 1$E1 THIS DETAIL MAY DE USED AT TDP OR BOTTOM OF PANELS. O ALT. BUILD -OUT MOUNT SECTION O WALL MOUNT DETAIL SCALE 2 3' = NTITF• SEE NOTE No. 6 (SHT 1 or 1) FOR INFO. ON OVERLAP FASTENING. ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. APPROVED AS COD.IPLYINO WITH THE SOUTH FLORIDA BUILDING CODE DAP. ); y([!! — 19(74.3 iiUuu.1 COWROt OIV'S:OY JUI1DMNG CODE COMPLIANCE OFFICE CCFPT1NCF M04: ' i PROFESSIONAL ENGINEER V.J. K Fl. Li date FiE ,g 51983 0 N W N- 1- O OC o . 0. 0 a Z v _ >- a r 0 O N i c 0 r a i N 0 .0 N s y � y p N 4 y a. F l _J \ — � , 1j 1 v. c 1> c • y <d Q 4' O N` 0 o u o t - - — drorinfl no. 94 -85 sheet 3 of 3 THESE El V4/1 NO OTHE F)E In 3 ORDINIVCEa ; EE ALL OTITE2 I:vird EN ALL P1IES. Dr..;''....;; 11 PUBLIC POLICE BUILDING PLANNIPIG & Z .! C VILLAGE COU:IOIL PRELIMINARY: a; La A rsTr, "71:2,=.7i!iS" 7:1 T17.17G L.!LS UaTEa SELOW. H A;;D T GE CVIPLIIED C-te APPROVAL FINAL: REMARKS: COMPLIPNCE WITH TliE SOUTH FLOI BUILDIIIG COt)E AS ADO.F7:0 BY MIAMI SHORES VILIAGE IS fiEQU:R;'.D. THE ARCIIITEST, Ell!LDER SUB CONTRACTORS r-,r. F 1:'! ING REGUL.ATIONS WHETHER OR NOT SPECrICALLY INDICATED HERE.