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1130 NE 100 St (8)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 5 - 0 8 Job Address 1130 N too 5t. Tax Folio [1 — 3? O5 ON — ()IWO Legal Description Historically Designated: Yes No Owner/Lessee / Tenant John 0 5 1- '1 4 01 , 0s k I Master Permit # Owner's Address 1 130 tJ 6 I o 0 St. k i oXrri i S ho ✓e5 Phone (5 o 5 151- Contracting co. /-11151 k bu dow5 Address if 73 t w 52 Street Qualifier Doi i d al i inIOO um ss# Phone (30 5 (3 -33 58 9 I ' 837 o f State # 066011(4/5/-1 3 Municipal # Competency # Ins. Co. Veit (a q 9u ti Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION YeplQCemen+ of W I nd OW5 �� 5 Square Ft. Estimated Cost (value) 4 '3000, 00 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 laws regulating construction and zoning. Furthermore, I authorize the above -named con Signature of owner and/or Condo President Date o Owner an My Commission Expires: �`va Martin Lipton � Commission # CC 734749 I� 1 a Expires May 30, 2002 j�, '� ^� BONDEDTHRU OF F < ATLANTIC BONDING Co.. INC. fif Date Signatur N My Commissio FEES: PERMIT ( 7 4 U RADON C.C.F. (• 't NOTARY APPROVED: Zoning Building C//2/1g Mechanical Plumbing a • • will be do the f Contractor or Owner - Builder as to Contract O er- ur ` m arti a n ipton : Commission # CC 73474 hnI Expires May 30, 2 0t) e BONDEDTHR OF Fti ATLANTIC BONDING CO . NC Electrical e m compliance with all applicable stated. 0 -X BOND Date Date g 0 TOTAL DUE Engineering PRODUCT CONTROL NOTICE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 OF ACCEPTANCE Your application for Product Approval of: 2100 Aluminum Single Hung 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. 97 -052, Sheets 1 thru 4 of 4. 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.:97- 0924.13 (Revises No.: 95-0929.29) Raul Rod i guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Expires:07 /11/99 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /16/98 Internet mail address: postmaster @buildingcodeonline.com 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 - s anger, • Director 1 Building Code Compliance Dept. Metropolitan Dade County Homepage: http : / /www.buiidingcodeoniine.com Security Aluminum Windows and Doors . - ACCEPTANCE No.: 97- 0924.13 APPROVED : JUL 1 6 1998 EXPIRES July 11, 1999 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 95- 0929.29 which was issued on July 11, 1999. This approves an aluminum single hung window 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 The Series 2100; Aluminum Single Hung Window, and its components shall be constructed in strict compliance with the following document: Drawing No. 97 -052, titled "2100 Single Hung (1 /1)," Sheet 1 thru 4 of 4, dated 9/2/97, signed and sealed by Kelvin Withfield, 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 3.1 This approval applies to single unit applications of an aluminum single hung window, as shown approved drawings. 4. INSTALLATION: 4.1 The aluminum single hung window and its components shall be constructed 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 two 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. M el Pe ez, P.E., Produ Pro ontrol Division trol Examiner Security Aluminum Windows and Doors . ACCEPTANCE No.: 97- 0924.13 APPROVED : JUL 1 6 1998 EXPIRES July 11, 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 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 engineer does not need to reseal the copies. 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, this last page 3. Man el rez, P. E., Prod Product Control Division END OF THIS ACCEPTANCE . - 3 - ontrol Examiner WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) WINDOWS WITH GLASS AS SHOWN BELOW DESIGN LOAD CAPACITY -PSF 3/16" ANNEALED GLASS EXT (-f-) INT ( -) 19 1/8 80.0 309.9 26 1/2 26 80.0 223.6 37 (3) 80.0 160.1 53 1/8 80.0 105.8 19 1/8 38 (3) 80.0 164.4 26 1/2 80.0 118.7 37 80.0 85.0 53 1 8 76.8 59.2 19 1 8 50 -5/8 (5) 57 (5) 80.0 224.6 26 1/2 80.0 162 1 37 80.0 104.1 53 1/8 62.6 80.0 62.6 192.8 ,9 1/8 26 1 '2 80.0 139.1 37 80.0 98.9 53 1/8 57.9 57.9 19 1 8 80.0 170:1 26 1/2 63 80.0 122.7 37 (5) 80.0 87.9 53 1/8 54.5 54.5 19 1/8 80.0 174.2 26 1/2 74 1/4 80.0 125.7 37 • (6) 80.0 89.4. 53.1 /8 50.0 50.0 53 1/8' MAX. F.W. 49 5/8' D.L.D. MAX. FIX LIGHT 48 1/8' D.L.D. MAX. VENT Q 20 9/16" k 20 9/16° 6' (TYP.) MAX. SPACING 6° TYPICAL ELEVATION 3/16" ANNEALED FTL// 1274 2100 SINGLE HUNG \D m in 1 INSTALLATION FASTENERS SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS SINGLE HUNG WINDOW SERIES 2100 BASED ON FTL -1274 • 53-1/8"X74-1/4" 3/16" ANN_ WTP :+ 12.Opsf. DP:( ± /- )50psf. Nos IN PARENTHESES SHOWN. NUMBER OF ANCHORS PER JAMB S2100 -14 3 -3 -96 APPROVED AS COMPLYING W:rH THE SOUTH FLOR!OA BUlDIBG C0E p OAT= its 191.1 BY / . i• ESOD'1O ONTRCL DIV'S C% 1 BULGING CODE COMPLIANCE OFFICE ACCEPTANCE 809 -Oqzq 13 2 O 0 D v < U APPLIED ENGINEERING P.O_BOX 12-6403 FMILJW.FL33012 (305)820 -0550 DATE: 9 -2 -97 sui.s� DWG. BY: ,IC CHK BY: JOB NO.: 97 -052 • z r- 0 _ N (n Z N S cv w o � z I 1 o 0Q 0> �ow0w 000050 ac'J0<0 ti 6 z z 0 Cn w 05 WINDOW WIDTH (INCHES) WINDOW HEIGHT ( WCHES) - WINDOWS WITH GLASS DESIGN LOAD AS SHOWN BELOW CAPACITY -PSF ANNEALED EXT ( +) INT ( —) 19 1/8 26 . (2) 63.3 312.7 26 1/2 63.3 196.9 37 63.3 129.2 53 1/8 63.3 84.5 19 1/8 38 -3/8 (3) 63.3 247.7 26 1/2 63.3 i 57.9 37 63.3 97.4 53 1 /8 61.3 61.3 19 1 8 63.3 181.7 26 1 2 50 -5/8 63.3 119.4 37 ( 63.3 80.2 53 1/8 50 50 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS SINGLE HUNG WINDOW SERIES 2100 BASED ON FTL -1616 53 1/8"X50-5/8" 1/8"-ANN. WTP: +9.5psf. DP:( + /- )50psf. INSTALLATION FASTENERS Nos IN PARENTHESES SHOW NUMBER OF ANCHORS PER JAMB LL X w u Ln 6' TYP. 53 1/8' MAX. F.N. 49 3 /4 "D.L.I]. FIX LIGHT t 48 1 /8 °D.L.D. VENT 1 f 20 9/16' k 20 9/16' X 6° MAX_ANCHOR SPACING 6° TYPICAL ELEVATION 1/8" ANNEALED F1111616 2100 SINGLE HUNG APPROVED AS CCi.SPLYU'G WITH THE SOUTH FLORIDA BUILDING CODE DAT i 1961' BY -7/ F£OOJ1 CO °TRCL DIVISION 6JI1 i w CODE COMPLIANCE OFFICE ACCEPTANCE NO.q7 - O 13 0 N GC u APPLIED ENGINEDRING P0.80X 12 -6403 H1ALEAH.FL 33012 (305)820 -0550 DATE: 9 -2 -97 SCALE: DWG. 8T: JG :HK. BY: SOB NO.: 97 -052 tj Q 0 MATERIALS LIST ITEM N0: DESCRIPTION ALLOY/TEMP PART NUMBER COMMENTS / MANUFACTURE 1 HEAD 6063 -T6 050 -00 -367 ALUMAX 2 SILL 6063 -T6 050 -00 -375 TIFTON 3 JAMB 6063 -T6 050-00-366 ALUMAX 4 VENT TOP 6063 -T6 050 -00 -164 TIFTON 11111 VENT BOTTOM 6063 -T6 050 -00 -492 ALUMAX O' VENT SIDE 6063 -T6 051 -00 -160 TIFTON MEETING RAIL 6063 -T5 050 -00 -119 TIFTON 81 9 FRAME ASSEMBLY SCREW 012 -00 -832 #8 X 3/4" PHPH SMS 10 VENT ASSEMBLY SCREW 050 -00 -000 #5 X 1" PHPH SMS 11 WOOLPILE VENT SIDE 047-00-0 AMESBURY 12 GLASS __ SEE ELVATIONS 13 ACRYLIC BASED GLAZING COMPOUND 050 -00 -000 SCHNEE MOREHEAD 5555 14 SWEEP LOCK 007 -10 -016 MARBOLLO INT 15 ROLL FORMED SCREEN FRAME 004 -00 -003 T6 FIBERGLASS SCREEN MESH 048 -00 -002 l;' SCREEN MESH ROLL VINYL 046 -16 -005 M18 1E1111 `>� � mom 22 VINYL FLAP SILL WV -2205 Wi80RG VINYL vim BULB MEETING RAIL WV -8502 WIBORG VINYL BULB Vih'. VENT BOTTOM WV -8502 WIBORG VINYL BLOCK AND TA;KLE BALANCE 046 -16 -030 WINDOW COMPONENTS CLOSED CELL FOAM AD 233 ROLL FORMED GLAZING BEAD 004 -00 -008 .0085 ROLL FORM/TIFTON 24) 1NSTALL4TiON FASTENER SEE PG. 3 2-5) 0 2 APPUED . ENGINEERING P 0.60x 12 -6403 H.ALEAH,FL33012 - (305)820 -0550 OATS: 9 -2 -97 SCALE, OWG. BT: 30 CHN. BY: GLAZING PENETRATION .5/.375 -- SCHNEE MOREHEAD 5555 ADHESIVE BEDDING CSIMPUUND —� .0084 ROLLED G �t, L ^ - GLAZING BEAD OUT SIDE GLAZING DETAIL / FULL SCALE 1/2" LONG WEEP NOTCH AT. EA. END OF FRAME SILL SCREEN RETAINER I /8" co M A 2.125 0.93 1.800 Ut T 1.109 r O 1.637 ti 2.125 - ^ 1/4 TYP.(MAX) 10 3/16" DIA. TAPCON CO WITH 1 1/4 EMBEDMENT INTO CONCRETE 4 4 i SECTION OF SINGLE HUNG WINDOW 2 X P.T. W000 BUCK OR 1" X P.T. WOOD BUCK / SEE JAMB DETAIL FOR ANCHOR SPECIFICATION z" X 4 WOOD BuCu 0.937 1 1 /6" 2 X WOOD BUCK 1 /4" MAX. SHIM k Al if 4' 110 SHEET METAL SCREW WITH 1 1/2" EMBEDMENT INTO WOOD (TYP.) 1.075 FRAME WIDTH (MAX.) CLEAR OPENING 2 J SECTION OF SINGLE HUNG WINDOW 3 / HALF 1 X WOOD BUCK ,A- 1.750 -2( 2.125 5/16" DIA TAPCON WM-I 1 1/4' EMBEDMENT INTO CONCRETE(TYP_) 3/13 APPOOVED PS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE / DAT' S U L ,e la q)5 BY FRODUC C 'INCA. DIVISION B(:IL869 CODE COMPLIANCE OFFICE ACCEPTANCE NO 9'7- 692q 13 10B N0.: 97 -052 DACE 9 -2 -97 SCALE: OWC. BY J 3 v Z � O C).1(J) - w (7 - (o rn Z 0 " . 2 a cv w 1- IO J Z 1 0 ▪ D j O Q V)0 > U O 0 WO'LJ 000 a0 ¢a< IL (NI O¢0 APPLIED ENCINEERING P OBOX 12 -6403 NIALEANFL33012 (309)820 -0550 z 0 w FRAME CORNER DETAIL SEALANTS: FRAME CORNERS, INSTALLATION SCREWS TO BE SEALED WITH SCHNEE MOREHEAD 5504 APPROVED AS CC? ?PLYING WITH NE SOUTH FLORIDA BUILDING C3SE DAT' U L mil- 19 qe / FRODC , CO 7ROL OiVISiON BUILDIA, CODE COMPLIANCE OFFICE ACCEPTANCE No- q`7 -09 2L/ . I3 JOR un- o7 - nt1 MIA M I•DADE July 10, 1998 Mr. Javier Garcia Security Windows & Doors. 5100 N. W. 72 Avenue Miami, Florida 33166 Re: Series 2100 Aluminum Horizontal Sliding Window (HS -C45 with high sill); Renewal No. 98- 0709.01 Dear Mr. Javier Garcia: This is to inform you that the Notices of Proposed Action for the above referenced product under said renewal number, has been issued and sent to the Building Code and Product Review Committee for their final review on July 10, 1998. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. By means of this letter, we are extending the expiration of the below listed NOA from the original October 31, 1997 expiration date to August 17, 1998 to cover the committee's final review time. Please attach a copy of this letter to the existing NOA at time of permitting. NOA No. 94- 0107.04 Series 2100 Aluminum Horizontal Sliding Window (HS -C45 with high sill) New Expiration Date: August 17, 1998 This letter expires August 17, 1998. We hope this addresses your concerns, should you require any further information on this matter please feel free to contact this office. Sincerely, Raul Rodriguez Product Control Supervisor cc C. Danger PE, Director NOA files 94- 0107.04 & 98- 0709.01 P:\Prodcntl \Pcletter\ Response\ Industry\98 S ecurityAl um inum04.doc Internet mail address: postmaster @buildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Homepage: http: / /www.buildingcodeonline.com METRO-DADE Security Aluminum Windows & Doors Division of SE -GO Industries, Inc. 5100 J .W. 72 Avenue Miami, FJoricfa 33166 Your application for Product Approval of Series 2100 Aluminum Horizontal Sliding Whin .dow (HS -C45 with high s1.11) wider Chapter 8 of the Niclropolitan.Dade County Code governing the use of Alternate. Materials.and Types of Construction, ,:end completely described in the plans, specifications and calculations as submitted by �4.bn_..Cs UI.s.Qn.,_�'•�;,_alot���w_ith Miant.LI tjng_L oratory rcpart No.: MTL -15861 dated,_ No_ysmizer L& 1923and re pc2 ;.t11.QL D41 J.,15855 dated October 26. 1993 has been recommended for acceptance by the Building Code Compliance Office to be used in the Dade County, Florida under the Specific Conditions set forth on pages 2 - 2b and (he Standard Conditions on page 3 for Glazed Products. • • - he office of Code Compliance reserves the right to require retesting of this system within the first two years of e approval should an amendments to the South Florida Building Code be enacted affecting this component - c ;r roof syster'• . ACCEPTANCE No.: 94- 0107.04 EXPIRES : Qctober 31. 1997 PRODUCT CONTROL NOTICE OF ACCEPTANCE -1- 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 Gil Diamond, P.E. Supervisor Product Control Division *" R , .ASE NOT * * TIIIS IS TJIIr_C VERSI-IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS B3UIIDING CQDE COMMITTEE This application for Product Approval has been reviewed by the Metropo,Ji.t n ade County Building Code Compliance Dcpartmer . and approved by the Building Code Commit e t � f " u ed in Dadd9ounty, Florida under the conditions set forth above. APPROVED: FEB 1 4 1994 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Security Aluminum Windows Sc Doors DESCRIPTION OF UNIT MODEL DESIGNATION: APPROVED FEB 1 4 1994 EXPIRES : October 31. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Series 2100 Aluminum Horizontal Sliding Window (with high sill) OVERALL SIZE.;_ 9' 1 1/8" by 5' 3" high CONFIGURAII_ON: XOX ACCEPTANCE No.: 94-0107 04 ASSIGNED ACCEPTANCE MARKI_NG;S ANSI /AAMA 101 -93 (HS -C45) AAMA 1302.5 -1976 (F.E.R.) Dade County Approval # 94- 0107.04 Expires: October 31, 1997 Approved for installation up to 55 Ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone. 'lo. & SIZE OF VENTS: Two; each, 27 3/4" by 59 1/4" high; one fixed light glazed at the center, with a clear opening of 49 1/2" by 58 3/4" high (XOX). WEAThIERSTRIPPING: Single vinyl flap in each frame jamb and in frame sill on exterior of each vent bottom rail. Single pile with integral plastic fin in top and bottom rail of each vent. Vinyl bulb at each fixed meeting rail. One 1" by 1/2" open cell foam pad at each end of fixed sleeting rail, between fixed meeting rail and vent. DIERATORS & LQCATION: One plastic roller in plastic housing at each end of each vent bottom rail. One metallic cam lock at each fixed meeting rail, 7" from each end, each locking into a groove in.lhe fixed meeting rail. .G.LA1I.LATERIAL; 3/16" annealed glass in fixed light; double strength annealed glass in each vent. GLAZING METHOD: Exterior glazed using an adhesive bedding compound and aluminum rolled glazing bead. -2- Gil Diamond, P.E. Supervisor Product Control Division EXTERIOR WIND LOAD (PSF) ASTM E330 POSITIVE 68.0 PSF INTERIOR WIND LOAD.(PSF) ASTM E330 NEGATIVE 68.0 PSF WATER .RESISTANCE ASTM E547/E331 10.45 PSF AIR INFILTRATION ® 1.57 PSF ASTM E283 (< 0.37 CFM/FT) 0.21 CFM/FT FORCED -ENTRY RESISTANCE (F.E.R.) AAMA 1302.5 -1976 15861 Security Aluminum Windows & Doors ACCEPTANCE No.: 94- 0107.04 WEEPHOLES: One 1/2" weep notch at each end of rolling vent track. One 1" by 1/4" weep slot at exterior sill flange, 6 1/2 ", 13" and 16" from each end, weeping sill to exterior with a vinyl flap the full length of sill over weepholes. MUNTINS: None REINFORCEMENT: None TEST NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS ADDITIONAL DESCRIPTION: Flange type frame. Unit tested with a 3" high overall interior sill flange. -2a- APPROVED : ,EB 1 4 1994 EXPIRES : October 31, 1997 it Diamond, P.E. Supervisor Product Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: 94- 0107.04 SCREWS AND METHOD OF ATTACHMENT Sill :6 #10x2 "RHSMS Header : 6 #10 x 2" RH SMS Jambs 4 #10 x 2" RH SMS :. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Note: Please see note #11, Page •3. APPROVED FOR ELEVATIONS UP TO: 55 FT. Above Existing Grade valid until May 30, 1994 when a design pressure rating of 45.3 p.s.f. shall apply. This product must he re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. -2b- APPROVED EXPIRES it Diamond, P Supervisor Product Control Division FEB 1 4 1994 : October 31. 1997 d REVISEI) 6- 18 -91. • NOTICE OF ACCEPTANCE: STANDARDSONDITIQNS FOR ("LAZED_ PROD tJC'13 1: For multiple window installations, approved mullion drawings and calcula tions must filed with Product Control. 2. This acceptance will qualify smaller units of the same design and materials unit tested. 3. All units must be labeled, giving the rnanufacttu•er's___atime_ 12a t. County J-'rUd')u t. Control Approval Number. approved eleyallo and clams _of expitalil!L 4. Extension of acceptance may be considered after a new application has been Mod and the supporting data, for test reports less than four (4) years old, has teen H-- evaluated. 5. Any revision or change in materials, use or manufacture of the product skill automatically be cause for termination, unless prior approval is grunted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation.' 7. • This acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Windows and sliding doors have been tested in accordance with the American National Standards Institute's specifications and the Architectural Aluminum Manufacturer's Association Standards ANSI -AAMA 101 -85 or for wood units ANSI /AAMA 302 and 402 and for vinyl units ASTM I)- 4099 -82. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building Code. 10. Hardware for all windows and doors shall conform to Intrusion and Burglary Secur t_v Chapter 8C of the Code of Metropolitan Dade County. 11. The spacing of fasteners shall be as tested or !24" whichever is less. R The first fastener shall be located a maximum of 6" from each _ cA2rilkr and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall he used. Unless otherwise noted in the test report, minimum size of screws shall be No 8 for first and second • floor installations and No. 10 for all other floors above the first and second floors. -3- Gil Diamond, P. Product Control Division Supervisor SECURITY ALUMINUM' WINDOWS GRAPH BY AL- FAR000 CORP. 1235 SW 87 AVE MIAMI 305- 264 -8100 .„ EST -2' SILL SERIES, 2100 HS -C45 I- IS2100 -1 :COMPARATIVE ANALYSIS LOAD CURVES BASED ..IN MTL• =15861 OF 11 -30 -93 m TEST S.:ZE = 109 -1/B" x 63" (XOX) 10- TEST LOAD = 68.0 PSF EXT. 8 INT. - HATER 'TEST 6 . 1 & 10 4 PSF - 3/16 ANNEALED CLASS - FIXED LITE = OSB ANNEALED CLASS IN VENTS WATER - T - T TT 1 11 1 1 1 TTT'T - T' T r ,1 1 1 1 1 1. 30 40 50 60 70 WINDOW WIDTH - INCHES C;XO:OR OX SIZES ONLY ) 80 m .0 m fU 60 SECURITY ALUMINUM WINDOWS GRAPH BY AL- FAR000 CORP. 1235 SW 87 AVE MIAMI 305- 264 -8100 WATER - YEST- SILL SERIES 2100 ''HS -C45 HS2100 -2 COMPARATIVE ANALYSIS LOAD CURVES BASED ON,MTL -15861 OF 11 -30 -93 TEST SIZE = 109-1/8" x 63" (X0X) Li TEST LOAO =.68.0 PSF EXT. 8 INT. WATER TEST = 8 10.4 PSF 3/16 ANNEALED CLASS - FIXED LITE m OSB ANNEALED GLASS IN VENTS 48 WINO. HT. SO-S/8' 60" 63" WATER 'EST -2" SILL 70 . 80 90 100 11e WINDOW WIDTH - INCHES ( XOX SIZES ONLY ) COMPARATIVE ANALYSIS CITART DESIGN LOAD CAPACITY - PSF ( X0X SIZES ) ITINDOY DIMS. p OF ANCHORS AT HEAD/SELL OPTION 'A' OPTION • B' 'JIDTH HEIGHT EXT. INT. EXT. INT. 74' 85" 97' 109' 111" 26' 7 65.6 66.6 69.7 121.4 8 66.6 66.6 69.7 121.4 8 66.6 66.6 69.7 116.4 9 66.6 66.6 69 -7 116.5 9 66.6 66.6 69.7 114.4 74' 25• 97' 109" 1117 - 38 -3/8' 7 66.6 66.6 69.7 90.4 0 66.6 66.6 69.7 90.0 3 66 6 66.6 69.7 78.9 66.6 601 65.7 78.9 9 66.6 58.6 69.7 775, 74' 85' 97' 109" 111" 50 -5/8' 7 66.6 66.6 69. 68.6 8 58.2 58.2 69.7 682 8 505 50.5 67.5 59.8 9 44.3 44.3 65.4 59 2 9 43.5 42.5 64.3 58.3 74' . 85' 97' t09' III" 63 ' 7 53.9 53.9 56.7 55.1 8 46.3 46.3 51.9 51.9 9 39.9 39.9 48.1 49.0 9 35.1 35.1 455 45.5 9 30.3 30.0 45.0 45.0 1 I -4 t [ .\` 1 [ � WINDOW' v,DTH 26 -1/2 37' 53 -1 /3' I 60' 74' Z6 -1/2" 37' 60' 74 ` 6 -1/2' Sir) /2' 60' '26-1/2' 53 -1/8' 63• 60' 76' 0 5 D LOAD CAPACITY - PSF DIMS" 0 or ANCI4OR5 38 -3/8' 4 50 -5/9' 5 74' 5 ;1 1' �1 I HEIER+T AT HEAD /SILL 0I 1 26" 5 5 tg) { COMPARATIVE ANALYSIS CHART W W OPTION ExT. 66.6 66.6 66.6 66.6 66.6 ( 66.6 66.6 66.6 664 66.6 66.6 66.6 635 63.5 50.6 50.6 666 66.6 66.6 666 53.3 53.3 46.5 46.5 37.0 37.0 66.6 _ ' 65.9 63.5 63.0 ! 42.1 42.1 36.7 36.7 59.7 29.7 GLASS: (XO OR OX) OPTION 4' = OSB -ANN. IN VENT 3/16" -ANN. 18 612E0 LITE OPTION B = 3/!6 ' -ANN. IN VENT 3/1 C -ANN. IN FIXED LITE X0 OR 0X SIZES ) 66.6 69.7 121.4 66.6 69.7 j 121.4 66.6 69.7 I 117.6 66.6 69.7 114.4 OPTION EXT. I 1NT. 69.7 121.4 69.7 1 108.2 69.76 103.4 �69.7 I 9pp 69.7 ' 79.7 69.7 j 77.5 69.7 828 69.7 1 79_4 69. 682 69.7 -1- 60.4 63.0 j 58.8 69.7 L 65.9 69 -7 I 63-0 56. j 54.8 1 52.0 T 40.5 45.5 t 45.5 GLASS WIDTH TO DE EQUAL IN VENT AND FIXED UTE TYPICAL Fl EVAT'•ONS GLAS (xOx) OPTION 'A' = OSR -ANN. IN VENT 3/I 6 " - ANN. 114 FIXED LITE OPTION '6 = 3/06 IN VENT OR 3/16" TEMP. IN FIXED LITE VENT WIDTH TO BE APPROX 1 /4" OF WINDOW WIDTH SERIES -2100 ALUMINUM SLIDING WINDOW COMPARATIVE ANALYSIS CHART 8ASEO ON MTL -!5855 TEST SIZE = 109 -1/8' x 63' (20x) vENT WIDTH = 57 -3/4" TEST LOADS = +68.0, -68.0 858' DESIGN LOADS = +45.3. -45,3 ?SF WATER INF.2P2TION TEST = 10.5 PSF TESTED CLASS = 3/1C-Amt. IN FIXED LTE 058 -ANN. IN VENTS P 800/1 814:65 N1' OT -SRS. 4UST RE ANCHORED PR6 'ERLY TO TR4NSiER LOATK +TG fNE STRUCTURt. • 2. Av(x08.9 SHALL 84 AS u5 5.6:.6:0 45 5MOWN On cYaLS. 4 ' , C +06 66(65GMENT "6,3 2632 MATERIAL :.HfyL 1:E e cioNO W6L, DRESSING 389 S THIS DRAWING AND CHARTS ARE NOT PART OF CURRE•T I DADE COUNTY N.O.A. L USE IMPACT RESISTANT SHUTTERS I j WHERE REQUIRED BY CODE E'g' DR. Ho AYODN ('46000 STRUCTDRES ;IA. of / 16557 N ' 0 0 0 I Oro wing n0. W98 -52 (shect 1 of 2 (305) 261-6978 TYPICAL ANCRORS SEC ELL VCR 'C1 r .„1 I i -.I I I • ( )g g l`f • , -,TyPICAL ABO SEE CLEv. FOR SPACING 1 EIY OR 2 aY VfOCO PUCK 1 1 --, W000 BUNS S NO ey SECURITY WINDOWS. MUST SUSTAIN LOADS i IMPOSED BY C.L.A2:Nc SYSTEM AND TRANSFER THEM TO THE . . suILOINC STRuCTuRE. I ANCHORS: INTO 2Err WOOD BUCKS OR WOOD STRUCTURE 3/16 TAPCONS WITH 1-3/5 MIN. PENETRATICN INTO WOOD INTO 1BY WOOD BUCKS OR ;NTO MASONRY 3/16' DIA. TAPCONS WITH 1-1/4 N4IN_ EWE::: INTO MASONRY 1.083 . . 1 !Pi 1 BY OR 2 8Y W000 BUO( , NOCJ .4100. STD. MEETING RALS 114 I.Hi I lc- - - Ji .17-2a ; • v000 BUCKS NM 01 SCCUBITy SUSTAIN IKPOSFD LOADS - I ! t I TT"ICAL 41C...DRS PP jAMB E OR. t.O.INIAYOUN ,-- AROCX) STRUCTURES OA. PC • 16 55 7 1 drowsng 00. I ! W98-52 sheet 2 of 2 TEST TEST LOADS DESIGN LOADS UNIFORM STATIC PRESSURE AT DESIGN LOADS SFBC PA 202-94 NEGATIVE -102.0 PSF MTL -16605 -102.0 PSF MTL-I6605 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202-94 NEGATIVE -153.0 PSF MTL -16605 -153.0 PSF MTL-I6605 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY FTL -1350 CYCLIC WIND PRESSURE TEST SFBC PA 203-94 (4,500 cycles) +97.0 PSF FTL -1350 +97.0 PSF- -°• • - FTL -1350 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 • (4,500 cycles) -97.0 PSF FTL -1350 -97.0 PSF FTL -13S0 This is a verification tat only. For Design Pressure Rating vs. Mullion length, see "Mullion Load Charts" and for Design Pressure Rating vs. Anchor type, see "Anchor Load Charts" both on Sheet 2 of 3, of Drawing No M95-08A, bearing the Dade County Product Control approval stamp. Security Aluminum Wit •yrs & Doors ACCE' ONCE No.: 95- 1211.01 - 2a - APPROVED : JAN 0 2 1996 EXPIRES : JAN 0 2 1999 NOTICE. OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION: 4.1 Vertical or Horizontal Applications; 4.1.1 Anchor Tune A Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 414 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using one 414 SMS x 1 -1/4" embed or with one 3/16" x 1 -3/4" Tapcon (1 per angle) directly into a precast concrete sill with a minimum embedment of 1-1/2", as shown on Section °Anchor Type "A ", Drawing No. M95 -08A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.2 A(Ichor Type B Two 2" x 2" x 1/8" x 2 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using two 414 SMS, two per angle, spaced 2" apart; and the other leg anchored to a 2x wood buck using two per angle #14 SMS x 1 -12" min. embedment, spaced 2" apart minimum, as shown on Section "Anchor Type "B ", Drawing No. M95 -08A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.1.3 Anchor Type C Two 2" x 2" x 1/8" x 3 -5/8" long aluminum clip angles (one on each interior side of the tube) secured at each end of the mullion (totaling 4 clip angles) with one leg, using three 414 SMS, three per angle, spaced 1-1/2" apart; and the other leg anchored (with wood block notched out) directly into concrete or to a concrete filled block with two 1/4" x 1 -3/4" Tapcon (2 per angle) with a minimum embedment of 1 -1/4 ", spaced 3" apart minimum, as shown on Section "Anchor Type "C ", Drawing No. M95 -08A, Sheet 3 of 3, bearing the:Dade County Product Control approval stamp. 4.1.4 Mullinn Clip (Altemate to Clip Angles) A double tee shaped mullion clip with 3" base, 1 5/8° long double legs (to fit inside tube), 1/8" wall thickness and the length cut to fit tight inside the long side of tube, may replace the two - clip - angles conditions described above. This mullion clip shall be anchored to the structure as one of the.three. types A, B or C mentioned above and does not need to be fastened to the mullion tubes but permitted to just float inside the mullion. See Drawing No. M95 -08A, Sheet 3 of 3, bearing the Dade County Product Control approval stamp. 4.2 For anchoring requirements of each window installation, please see Section 4 of each window's individual Notice of Acceptance. Minimum anchoring of window's perimeter framing to transom mullion shall be 410 SMS spaced at 4" from ends & 18" o.c. 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. Man II crez, P.E. PI azLs` Product Control Division Security Aluminum Wir 'ows Alio= ACCE ANCE No.: 95- 1211.01 APPROVED : JAN 0 2 1996 EXPIRES : JAN 0 2 1999 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each mullion 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, with mullion and anchor options indicated. 6.1.2 The Notice of Acceptance of each window or door attached to mullion. 6.13 Completely dimensioned drawing showing size and location, including height above grade of openings to receive mullion & windows or doors, mean roof height, length and width of building. 6.1.4 Manufacturer's installation instructions. 6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the permit applicant by the manufacturer or his distributors and shall be available for inspections at the jobsite at all time. 6.3 The Building Official shall ensure the adequacy of mullion and windows to meet the pressure requirement of the opening in which it is to be installed. 6.4 Note; This mullion can be installed as part of an impact resistant unit. 7. TESTS PERFORMED RESULTS - 2b - • 9 Product •ntrol Divisio Manu• 1 Perez, P.E. P aminer II MULLIONS REGULAR METRO -DADE METROPOLITAN DADECOUNTY; FLORIDA METRO -DADE FLAGLER BUILDING Accep tance No.: 95-1213.01 Expires:01/02/99 PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Your application for Product Approval of: Aluminum Tube Mullions (non - reinforced) 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 Mowing )7/0. M95 -08A, Sheets 1 Oro 3.of.1, (for listing,.seeSecliom 8 of this Notice ofAcceplance) 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 falls to perform m She 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 ainmeadmentxto the South Florida Budding 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 tha Building Code'Compiian a Office iliat 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. T111S 1S THE COVERSHEL" T, SEE ADDmONAL PAGES FOR SPECIFIC AND GENERAL . CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewrid'by£ t he Metropolitan Dade County Bullding Code Compliance Department and approved by the Building Code Committee to_be used in Dade County, Florida under the conditions set forth above. Approved:01 /02/96 - $UILDinG CODE COMPLIANCE OFFICE • - • • Siam 1603 METRO.OADE.PL.AG ER aUILDIuo 740 WEST FLADLER'STREET SRAM!, FLORIDA 33(354553 (305)375.7001 FAX (305) 375.2903 PRODUCT CONTROL SECRON (305) 375•2997 FAX (305) 3728339 ul Kodtlguez Product:Control •Sup / T: �'. angeer;'. — Director Building Code Compliance Dept. Metropolitan Dade County . ecurity Aluminum Wir lows & Doors ACCE ^"ANCE No.: 95- 121101 APPROVED : JAN 0 2 1996 EXPIRES : JAN 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves a structural mullion system for the windows specified below, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determine 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 limitationiiiiiiained in Section 3. 1.2 Model Designation SecitrilyAluminum Windows & Doors Aluminum Tube Mullions (Non- reinforced). To be used to support only windows and/or doors with a current Notice of Acceptance. 2. MATERIAL CHARACTERISTICS 2.1 The structural mullion consists of an extruded aluminum rectangular tube of (/16 ", 1/8" & 5/32" wall tluclmess. • Tube dimensions are: 1"x2", 1" x 3 ", 1" x 4 ", 2" x 4" or 2" x 6" Tube material is aluminum alloy 6063 -T5. The properties of the head, jamb or sill members are not added to the properties of the mullion. 2.2 Tested specimen: A side -by -side configuration, consisting of two 37" wide x 96-1/2" high Doral Patio Door units mulled together. Overall dimensions: 6' 3" wide x 8' 0-t /2" tong overall 3. LIMITATIONS 3.1 This approval applies to structural mullions to be installed vertically or horizontally, as shown in Section 10. 3.2. Mullions are to used ed only to support windows and/or doors,. with a current Notice of Acceptance. 33 The�maxirmunt mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for smaller size millions. 3.4 For Design Pressure- Rating vs. Mullion length, see'"Muliion Load harts" for each mullion size (I" x 2 ", 1" x 3° , 1" x 4" , 2" x 4" or 2" x 6") on Sheet 2 of 3 Drawing No. M95-08A, bearing the Dade County Product Control approval stamp. 3.5 For.anchoring condition, see "Anchor Load Chart" for each anchor type (A, B or C) on Sheets 2 and 3 of 1 Drawing No. M9548A, bearing the Dade County Product Control approval stamp. 3.6 Both mullion (size and span), as well as anchor (type) selected design pressure rating, per load charts, must meet or exceed the pressure requirement for the opening in whicb it is to be installed. 3.7 Window sizes and design pressures are to be limited to those appearing on Charts referenced above and listed in their individual Notices of Acceptance. � Man erez , P � antr4,p P.E. P.E P amines II Product Control Division Security ij,lu.minum Wi• iws & Doors ACCE ANCE No.: 95- 1213.01 APPROVED JAN 0 2 1996 EXPIRES : JAN 0 2 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Miami Testing Laboratory, Test Report No. MTL- 16605, dated December 7, 1995, signed and sealed by David Gale Ober, P.E. 8.11 Test reports on 1) Large Missile Impact Test, per PA 201 -94 2) Cyclic Wind Pressure Test, per PA 203 -94 prepared by Fenestration Testing Laboratory, Int., Test Report No. FTL -1350, dated December 12, 1995, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1. Drawing No. M95 -08A, Security Aluminimn Windows, "Mullion Details " Sheets 1 thou 3 of 3, prepared by A1- Farooq Corporation, dated 09/29/95, revision A dated 12/06/95, signed and sealed by Humayoun Farooq, P.E. 8.2.2 Manufacturer's die drawings and sections. 83 Calculations: 83.1 Structural mullion and anchorage calculations prepared by A1- Farooq Corporation, dated 09 /27/95, revised on 12/07/95, signed and sealed by Hutnayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: See "Mullion Load Charts" and "Anchor Load Charts° on Drawing No. M95 -08A. Sheet 2 of 3, bearing the Dade County Product Control approval stamp. 10. TYPICAL MULLION SYSTEM CROSS SECTIONS: For mullion system cross sections, sl:e Sheet 1 of 3 and for anchoring details, see Sheet 3 of 3, of Drawing No. M95 -08A, bearing the Dade t County Product Control approval stamp. ' . -2c- Manud(perez. P.E. P Product Control Divisio iner II Security Aluminum Window & Dnent ' CCEPTANCE No.: 9S- 121101 APPROVED : JAN 0 7 1996 EXPIRES : JAN 0 7 lg99 )NOTICE. AF 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 tat supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products Mall be permanently labeled with the manufacturefs 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 it 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) tithe Acceptance bolder has not comp lied with all the requirements of this acceptance, including the correct installation of the product d) The engineer wbooriglnally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or thane in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, ueless prior written approval has been requested (through the filing of a revision application with appropriate fee) and gamed 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 es an endoaemeni 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 distrbutots 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 saxion of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. .4 1 ,i. 1 i y.: , 1 1 1 n 10. Unless specifically indicated in the Acceptance (approves), this unit is approved as a single unit installation. For multiple installation of this unit; a separate Acceptance for mullions is required from the Product Control Section. 1 1. The spacing of fasteners at window sills ill be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no ease shall exceed 24" on center. The first fastener shall be located at a maximum (4 6* from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same sin as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. Sec section four (4) of this approval for sizes of fasteners used in testin& 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE • Perez, P.E. Plans x miner 11 Product Control Division MATERIALS USr na a0. OCSCasrnnO r.0I .errata CO50 (01 I §I 0..Z0 bw...tl 0$0- 0O-aar a /.s /r sure v.e w[ cvr 016- 00-0.4 `O' a /.0 t[u+[a(0 CLASS - s won awe 0.6-00 -040 s Vic.. 4 x g.Vt T•p•"s set •Lsav T.0 fa a 1• n en. Sus raw[ Ass[ralr [ ./r anew vwn SCT10C (KOCK (1 LC AI .0110.. OM. OsLY ($CC [Lt'.fOs) security Aluminum Windows & Doors ACCEPTANCE Nu.: 9S- 0929.26 10. 1 Vertical & Horizontal Elevation APPROVED EXPI ItES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APR 2 5 1996 : APR 2 5 1999 -2e- Orlando Blanco, I'.E. - flans Examiner 11 Product Control Division ScturllY Aluminum Windows & Doors ACCEPTANCE No.: 9S -0979 7 6 APPROVED APR 2 5 1996 EXPIRES : APR 2 5 1999 NOTICE OF ACCEPTANCE STANIIAR')CONIWOONS 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 manufacturers name, city, state, and the following statement: "Dade County Product Control Approval", or as specifically slated 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 produce and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) u the one originally approved; c) If inc 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. 3. Any oldie 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 inc 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, :ben 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 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. 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 t Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a nsaxinlum of 6" from each comer 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. 1 tun. F Orlas s. t hsnco, P.E. - flans Examiner II Product Control Division END OF TIIIS ACCEPTANCE 12. I lardware for all windows and doors shall conform to Security and Force) Florida Building Code. apter 36 of Use South WINDOWS WITH 3/16' TEMPERED GLASS DESIGN LOAD CAPACITY - PSF WINDOW DIMS 3/1& TAPCON WIDTH I HEIGHT EXT. INT. 19-1/6 k 70.0 119.2 26.1/2 70.0 67.7 37 70.0 87.7 53.125 70& 67.7_ 19-1/6 70.0 119.2 26.1/2 36 -3/6 70.0 66.0 37 70.0 61.6 53.12S 70.0 59.4 141/8 70.0 119.2 26.1/2 50-sir 70.0 66.0 37 70.0 61.6 53.125 70.0 45.0 19-1/6 70.0 ' 119.2 26.1/2 sr 70.0 66.0 37 70.0 61.6 53.125 70.0 42.9 19-1/6 70.0 119.2 26-1/2 6Y 70.0 66.0 37 70.0 81.6 53.125 70.0 42_9 19-1/6 70.0 119.2 26.1/2 74 -1/1' 70.0 66.0 37 70.0 61.6 53.125 64.0 42.9 Stenrity Aluminum Windows & Door3 ACCEPTANCE No.• 95- 0929.26 ArrROyEI : APR 2 5 1996 EXPIRES : APR 2 5 1999 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS CHART: -2c- 3/16• !APCONS INTO VOOD OR CONCR( 1 1' PIN. (NO(DMNT• SPACED RS SNDVN 0. 1.. Orlando Blanco, 1'.I:. - Plans Examiner II Product Control Division Sccy Aluminum Windows & Doors ACCEPTANCE No.: 95 0929,26 APPROVED • APR 7 5 1995 EXPIRES : APR 2 5 1999 NOTICE OF ACCEPTANCE: SPF.CIFIC CONDITIONS 10.0 Typical Elevation 6J r 6 6 62 MME w10TH - 2d - 6 6 F- 25 1 25 _- -----i 6 6 6J Orlando Blanco. P.E. - Plans Examiner H Product Control Division -+- -� & P. 1/2 TT T _' aaaaaa�� �IIl i ii. 1 3/16 TEMPERED .,Ass il il 18 Li___ 16 1 Stenrity Aluminum Windows & Door3 ACCEPTANCE No.• 95- 0929.26 ArrROyEI : APR 2 5 1996 EXPIRES : APR 2 5 1999 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS CHART: -2c- 3/16• !APCONS INTO VOOD OR CONCR( 1 1' PIN. (NO(DMNT• SPACED RS SNDVN 0. 1.. Orlando Blanco, 1'.I:. - Plans Examiner II Product Control Division Sccy Aluminum Windows & Doors ACCEPTANCE No.: 95 0929,26 APPROVED • APR 7 5 1995 EXPIRES : APR 2 5 1999 NOTICE OF ACCEPTANCE: SPF.CIFIC CONDITIONS 10.0 Typical Elevation 6J r 6 6 62 MME w10TH - 2d - 6 6 F- 25 1 25 _- -----i 6 6 6J Orlando Blanco. P.E. - Plans Examiner H Product Control Division TEST RESULTS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT 0.04CFM/FT2 FTL -1228 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE +70.0PSF FTL -1228 +70.0 PSF FTL -1228 WATER RESISTANCE (PSF) SFBC202 -94 +10.5 PSF FTL -1228 +70.0 PSF FTL -1228 UNIFORM STATIC PRESSURE (ruLL TEST LOAD) SFBC PA 202 -94 POSITIVE +105.0 PSF FTL -1228 +70.0 PSF FTL -1228 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE - 105.0 PSF FTL -1228 -70.0 PSF FTL -1228 FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2(6)(5) N.R. DESIGN PRESSURE RATING (Positive) _________ +70.0 PSF DESIGN PRESSURE RATING (Negative) -70.0 PSF Security Aluminum Windows & Doors ACCEPTANCE No.- 95- 0929.26 -2a- APPROVED : APR 2 5 1996 EXPIRES ►1 1 . • 1► 1• 2.11 Sealant The frame comers are scaled with a small -joint colored sealant. 2.12 Screen: None. APR 2 5 1999 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 ' Units with dimensions smaller than those shown in Section 1.3 shall qualify under this approval. 3.3 For Design Pressure Rating see Section 7. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL : 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 12 -1/2" o.c. HEADER : 3/16" diameter x 2 -3/4" tapcon screws located 6" from corners and 12 -12" o.c. JAMBS : 3/16" diameter x 2 -3/4" tapcon screws located 6" from comers and 12 -1/2" o.c. Note: Please see note RI L Page 3 4.2 Limit shim gap spacing to 1/4" maximum. 4.3 Anchorage of the window shall be 10 concrete, masonry and/or wood framing and shall consist of only those anchors specified in this Notice of Acceptance . Substitution of anchor type or indicated embedment is unacceptable and arc to be engineered separately. 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 bc 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. 6.3 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is io be installed. 6.4 Katz The installation of this unit will require a hurricane protective system. Orlando Blanco, P.E. - flans Examiner II I'roduct Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 097926 7. TESTS PERFORMED -2b- APPROVED • APR 5 1996 EXI'IRES ►, 1 • • APR ? 5 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on : I) 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 along with installation diagram of a series "2100 Aluminum Fixed Window" aluminum fixed picture window prcpared by Fenestration Testing Laboratory, Inc., report No. FTL -1228, File No. 95 -128, dated September 27, 1995, signed and scaled by Jamil Kuri, P.E. 8.2 Drawing: 8.2.1 Manufacturers die drawings No.'s AF -9844, dated 08/05/92; SEG -32. dated 11/30/72; prcparcd by Alummax Extrusions, Inc. 8.3 Calculations: 8.3.1 Picture Windows Comparative Analysis and Anchor Calculations, dated 02/15/96, pages I thrul0 of 10, prcparcd by AI- Farooq Corporation, signed and scaled by I lumayoun Farooq.l'.L Orlando Blanco, I'.E. - flans Examiner 11 Product Control Division Yf O/1nF. PRODUCT CONTROL NOTICE 01 ACCEPTANCE Security Aluminum Windows & Doors 5100 N.W. 72 Avenue Miami, FL 33166 Your application for Product Approval of: Series 2100 Fixed Aluminum Picture Window (3/16" tempered glass) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, for listing, see Section 8 of this Notice of Acceptance This approval shall not be valid after the expiration dale 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 perfom 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.:95 -0929.26 Expires:04/25/99 CONDITIONS BUILDING CODE COMMITTEE Approved: 04 /25/96 -1- METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO OAOE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 INTERNET: mdccOIO hadow.nel PRODUCT CONTROL SECTION (305) 375.2902 FAX (305) 372-6339 Raul RodFigucz Product Control Supervir'r TIIIS IS TIIE COVEItSIIEET, 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. lircICS vanger, Director Building Cudc Compliance Urfa Is.leltopolitan Dade County Security Aluminum Windows & Doors ACCEPTANCE No.: 95- 0979.26 NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS 1: DESCRIPTION OF UNIT 1.1 This approves a fixed aluminum window designed to comply with the South Floridn Building Cdde, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Desirpation; Series "2100 Aluminum Picture Window" (3/16" tempered glass) 1.3 Overall Size; 62 -3/8" wide x 62 -3/8" high x 2" deep a 7 sg. FT, 1.4 Configurafiam (0) 1.5 No. & Sae of Panels: None. 2, MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 -T5 2.2 Gla7ino • 2.2.1 Glazing Material; 3/16" tempered glass. 2.2.2 Glazing Method; Interior glazed using glazing butyl tape and extruded aluminum snap on glazing bead, with a vinyl bulb between glass and glazing channel. Glass bite dimension is 1/2" 2.23 Daylight OpeninP; 59- 1/8" wide x 59- 1/8" high 23 Panel Construction: None 2.4 Frame Construction; 2.4.1 HFADER_ 1 406" exterior face x 2" deep, .062" thick extruded aluminum (Part I), with .625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel. 2.4.2 SILL; 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with .625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel. 2.43 JAMBS; 1.406" exterior face x 2" deep, .062" thick extruded aluminum (Part 1), with .625 "x 1.312 "x .042" thick extruded aluminum snap -on glazing channel. 2.4.4 CORNER CONSTRI ICTION; Butt joint construction secured with two N8 x 1" long SMS into stile screw splines. 2.5 Weather- stripping; None 2.6 Hardware. None 2.7 Wcepholcs; None 2.8 Muntins; Nonc 2.9 Reinforcement; None 2.10 Interior & Exterior Surface Finish; White painted aluminum. - 2 - APPROVED : APR 2 5 1996 EXPIRES : APR 2 5 1999 Orlando Blanco, P.E. - flans Examiner II Product Control Division 6.000 1 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 2 -51EEL,1 3:112L4 .STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE WAD REQUIRDAENLS. USE CONNEC110N TO MUWON AS PER PRODUCT APPROVAL SPECIFY Itma11UM 5HIIA SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE sirEp ON USING ANCHOR ES TYP ON SHEET ANGW 3. AND ANCHOR GRAPHS MORE ST4EET 2. SELECT TYPE WITH DESIGN MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL GLAZING PRODUCT 1 X2X /8' ALUM TUBE 2.000 3.000+1 4.000 MUWONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING • 1•X3X 1/16 X 1/8 ALUM TUBE 1 X 4 X 1/16 X 5/32 ALUM TUBE RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD. MR & WATER INFILTRATION. FORCED ENTRY RESISTANCE SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT 1O BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONDNTIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063 -15. APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE 192 DA PRODU INTROL DTV811' 1 BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. -'-17i VVI ENGINEER HUWYOUN fAROOQ PE # 16557. AN 0 Oa M U w n C aQQO cc JJ 1 min r, WNv 1�1 col O 03 rn 4n 0 0 . Q 0 coc, z z co a , c .1 1 7, - ; ID z in z D o � ,n ( 1 ) rawing n M95 -08A sheet 1 of 3 m N .• MU -LION LOAD CHART 1 ALUM. R 11111!M©9M •1ZM •11•■■ 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES H_--- HULLION SPAN +i TRIBUTARY WIDTH = wl + w2 2 0 0 0 0 D. 0 • 0 O ID co H r 0 00 D 0 0 20 TYPICAL MULLION ARRANGEMENT$ MULLION LOAD CHART 11111111 wilommomm 11111111. UMEMMEMMUL MMEMEPER IIIMMOMEMM •1.•1 , •1,■ 1111■ •1•11•117■■. 1131■■, !!•1�11l:...._ 1'x3" AWN. TLBE MD STEEL BC1X311 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE A.B. OR C TRIBUTARY WIDTH = wl + wz 2 MULLION LOAD D-IART 1 "x4- ALUM. TLSE ND STS SCLX4R Ewa. I • 1111\11\11111 ....6 •1.. •11•1•■ ▪ ID 11111•■1•E •11\ •111•■ O a) IIIIM■., ■■■■ •11• ( ID WILL' •1„ ■, ■ ■ 311•11 'Er •1111\ ■ ■f•1 M 7■ ■111 •1.1•'•1\' 111■31 •1 •1 \ \ ■■ ►1111\■■ \ \1• \ \■ ■ ■1 111110■ ■1• ■■■011111 \'■,_ ■\1 ■11111\ ■0■ ■111►\ ID ID N 20 38 40 50 60 70 80 TRIBUTARY WIDTH - INCHES (0 m 20 ANCHOR LOAD CHART aL \ \,gi.11■■ MOIli bra3 .: l:1_ 5 TYPE A „, R 1 1 1[L7 -M] 30 4 0 50 60 70 60 TRIBUTARY WIDTH - INCHES APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE'CAMIUARV Z 1 BY PRODUCt'1ORTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 1' 12 L3 . 1 m to N N a ID • 0. Q O 0 N r• 0 0 c MULLION LOAD CHART ■11.1 ■ ■„■,■ ■\,■■ ■\\mom■ ummum■ ■\114► \1•1MINDU ■■ 1•01111 ■ ■1M ■01110 111•11 ■111•11•■1•1 •0111••1 111 ■ •11111•1111■ ■\\•1•1101 ■-■\,■„■■■,■■, ■1,,■■.■,■■.,■■ 1 \■►111■1•31■ ■■ ■ ■1■\ ■\1•\\ ■ •C1 •1, •1 •11•• 11M■ ■1111 \ ■1•, •■■ 111 \!!!� ■1 ■ ■,1 ■ \ \■ \\ ■►r ■■•1 ■ ■ \, ■ ■► 2 xA - x1/13 - ALUM. TUBE aD UI[O. 0004 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART B0 1„1,--,,, •1 •1' ANAN TYPE 8 MUNIIMMEM ■1•I0�0M ■■ \\M►\\ \11\\\\\ •1M •1 •1 •1■ MNMMUMMMUWEEM minsminammumm mmnamwmnu•11•■ 11` I\` 11111111'1♦ ,,, m mum mammiumwmgimmu Enwmummaimmilm •111„1,11,11, •1,1'.,1” ■1",`_"111'1,.,11 ■EMMME •1, •1.,'•1 MMEWOROMMIMMISM MEMWRIMMOMMEIMM ■ •11•■ \`•1M► •1•1 ■•1 ■ •1 •1■■",\„ ►•1 ■■■■■■MMOONEM MEMMEMMOCMSIMM MMEMINIMMEMCSM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - WOES EQB_ANCHORS DESCRIPTION SEE SHEET 3 MULLION LOAD CHART 2 x1/8 ALUM. TUBE I\ '"Ica 7 Lasmilumas ��i■►�■kimmarr■■ 1•i■ \1■■UUII■ ►11\\\ ■ \ ■ ►\!1 PA\! FII 11\\ \1■ \� ■ •1►� ■■ ■1111 9 ",1■-■.1 11, •1•1��1• P 0 11'11„■■. •1 ■ ■, .k L11„11, 117 •1,1•■■ \1 ■■1111MIM \■ ■ ►1 ■ •1111\ ■1M•1•1 ■ \ \■ @ 1111„■, •1,iii�, ■ ■` U1 1111 •1, •1, ■„ ■..■ @ 1111 •1 ■111•121E•1 \1•■■ • 1111 •1 •1�� ■�� ■��■ @ 20 30 • 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 1\1\\UMME■MINE■ \` •1■M\\MMEN■ AWNWOMMEMOM vnummannomm 1►\, •1M\\■ •11• \•1 wannumwman \"111.\_1,•11, ■1, •111\\\\\mmom IIIMMONEMMMIS ■■ \N.i1aMsiii M MMEMEMEMEM MMEMMEMMISM MEMMOOMMOM ■ ■ ■ ■ ■ \RE 1 a17DOR5 TYPE C a¢7 -C 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - WOES ENCDIEEk HUMAYOUN FAROOQ PE / 16557 0 Z 0 0 EL O w n o0. (4(0 0+ w WA Z I can 0 0 W-�v ■-+ 0 O N 3 0 0 z . ▪ Q n 0 to 0 Z Z (D O7 � NN) 2 3 L Z N O �tn W O M v U1 � drawing no. M95 -08A (sheet 2 of 3 2 X 2 X 1/8' AWM ANGLE f 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LANG ANCHORS TYPE 'A' d - . i 14 S.M.S. 1 -1/4' MN. EMBED INTO WOOD 1/ ANGLE 2 X 2 X 1/8' ALUM ANGLE f 14 S.M.S. 2/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 2 -5/8' LDNG ANCHORS TYPE 'B' . 4 • d 4' # 14 S.M.S. 4 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE .718 125 TYP 1.141 MULU014 CLIP W.T. To ANGLES) TNIS CLIP TO FLOAT INSIDE MUWON (NO SIDE FASTENERS REQD.) 3.000 ANCHORS TYPE 'C' MUWON 2 X 2 X 1/8' ALUM ANGLE 9 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1/8' ALUM ANGLE 3-5/8' LONG 1.500 NOTCH WOOD BUCK TO ACCOMODATE CUP ANGLES TO MASONRY d CONCRETE OR NC. FILLED BLOCKS 1/4' 0 TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE WOOD BUCKS NOT BY SECURITY ALUM. MUST SUSTAIN LOADS IMPOSED, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . 'v:` logo B PRO Y � INTROL DIVISON 4 BUILDING CODE COMPLIANCE OFTICE ACCEPTANCE N0. - 0 G8I :Tt MJWIYOUN FAR000 PE f 16557 ( U 3 0 Z Q Z o Z t co M CV ;.7, 0 03 - Q 3 O) �Z U) Q' 0 N W O— drawing n o. M95 -08A (sheet 3 of 3 ) 2w -I0 R) f r1 w X) (A) L X (' I 2(.J L 0 0 24 HR ❑ X (n 0 74' X 50 5/8' X ❑ X HR (2)- 25 SH (3)- 25 SH EXISTING 4' WOODEN POST 74' X 63' X ❑ X HR GROUND FLOOR 74' X 63' X ❑ X HR 23 HR ❑ X X EXIST GARAGE DR 19 1/8' X 38 3/8' PW 0 X LEGEND: SH = SINGLE HUNG HR = HORIZONTAL ROLLER ❑BS = OBSCURE GLASS PW = PICTURE WIND ❑W X = EXISTING WIND ❑W OR DOOR TEM = TEMPERED GLASS John ❑strowski 1130 N,E. 100 St. Miami Shores, FL Job #34186, 7/20/98 Date e a - 7 - Job Address 1 1 30 N. a. h5o s+ . Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant Ti .--1 . )At E Master Permit # Owner's A d d r e s s I I O N, L. ion c7�� Q& 73c3Trzt a rc Qualifier —. a iaG la R G CAL Zr . Contracting Co. State # C - DZZ76 Z Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one) WORK DESCRIPTION Square Ft. Estimated Cost (value) -6 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 accurat < d that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -n ; a contractor to do the ork stated. Signature of owner and/or q 5 7 / C / Not ary as to Owner and/or Con R11)40,,, /i Date My Commission Expires: ` .••. 10 ••. e ,� - . t 9 ? 0 4, FA: #CC 553933 : Q O '9 . >�Bcna a oNe' O 9`A. ;.... . c .. ` d il/ea lencty 2 Oa FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ifi Date APPROVED: Zoning Building Mechanical Plumbing Phone 06 0, Address 1 51 SS ICd d2A. Or 9 3OI3 5511 ECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN C IS . (z) Lc 4.) So--c.4..) e of Contr Signs . ctor or Owner-Buil • Fr 1 Notary as,to ►ntractor or Owner- Builde 1e ' ........ Date ;' •�1SSIO�y�.. i aCA0 : ,c al 9.2q� 9 l 01, * • •* s /CC 553933 : Q= 191:< � B p�Ced��t�s ; i !n -Ins mac B t it \ My Commission Expires C.C.F. r p 0 NOTARY Date <Z— )0- . 98 TOTAL DU f () Electrical Engineering BUILDING ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Description. Address of Building PERMIT N? 14391 ❑ Work to be performed under this Permit C OW Lot II Bl. //3C) T ✓� /GC This permit is granted to the contractor or builder named above herefor in strict compliance with all ordinances pertaining thereto an MIAMI SHORES VILLAGE, FLORIDA drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are c, ssumes wings granted is the understanding that the contractor or builder named above pertaining to the work covered hereby whether shown on the plans or d done by his agents, servants or employees. In consideration of the issuance to pertaining thereto and in strict conformity In accepting this permit I assuu evespo ?L CONTRACTOR OR BUILDER Subdi- vision Value of Project $ DATE o construct the building or o install the equipment or device described in the,applitatin with the understanding that the work will be performed in compliance with any plans ed without authorization. A further condition upon which this permit is nsibility for a thorough knowledge of the ordinances and regulations tatements or specifications . d that he assumes responsibility for work BY 114Z Je f CCgur�a.cU Amt. of Permit 19 Contractor's License No Y INSPECTOR me of this permit f agree _to form the work covered hereun.er in co • pliance with all ordinances and regulations with the plans, drawings, statements or specifications submitted to the .roper authorities of Miami Shores Village. ibility for all work done by either, myself, my agent, servant or empl ee. AUTHORITY I 1 I I ■\ \ \\ I 1 1 1 1 1 Ems r h//9/k • 7I�LCL L2‘0 0 ccr. - c— t - c.. G - c., L .. L L SouTH WALL . .3" .L C'rr allN C L<4..<:441.a,.uo ( A ex-teak .- t- s7a¢ . a, ' 44- AZet. c- e �l.1 u.�- -� .L� Chi - .2 j 675 - e ,ma , 3. - YI - i , WF 'dAL J-t-Gt/61-,14 eiLIV-4-0Z XL261 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address_ Registered Architect and /or Engineer STATE OF FLORIDA, COUNTY OF DADE. } ss. Name and address of licensed contractor__ Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1 /3o_ /V& /Pe plc State work to be done and purpose of building (by floors) 7 _ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories_.( _ To be constructed of Kind of foundation Roof Covering m e Estimated Total cost of improvements $____QZ_7.� Amount of Permit $ �_ I'm Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub ontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �� Remarks (Signed) ___ (i(/ Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - -- – to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read t�e foregoing application, and that he did sign the same, and that all facts therein by him tated are true. Permit No._ Da 5 Disapproved • !f Date ( Signed) ` - :uilding I spector Date .5 3 - , 194:3 No /1 30 Street Nk" /elAz " Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOA AID DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: .A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.