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1077 NE 91 Terr (2)• I■;,IAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Pino - Windows Corporation 6860 N.W. 75 Street Medley FL 33166 The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0909.04 Expires:11 /09/2000 Approved: 1 1/12/1999 Internet mail address: postmasters ©huildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIANII, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: PRODUCT CONTROL DIVISION Aluminum Horizontal Sliding Window (OX) (305) 375 -2902 FAX (305) 372 -6339 under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Contrcl Zvisj-etim- THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. •rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office Homepage: http : / /www.huildingcodeonline.com Pino Windows Corporation ACCEPTANCE No.: 99- 0909.04 APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manu; Perez, P.E. Produc Produ 'ontrol Division 2 of 3 NOV 1 2 1999 EXPIRES : November 9, 2000 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1112.02, which was issued on December 10, 1998. It approves an aluminum horizontal sliding 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 2.1 The Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -89, titled "Aluminum Horizontal Sliding Window" Sheets 1 through 4 of 4, dated October 31, 1998, 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 only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. trol Examiner Pino Windows Corporation ACCEPTANCE No.: 99-0909.04 APPROVED : NOV 12 1999 EXPIRES : November 9, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this 1 Manue Perez, P.E. Product Co Examiner Product ontrol Division END OF THIS ACCEPTANCE 3 of 3 VENT WIDTH 33" D.L. OPG. AT HEAD & SILL 36 1 /4" 72 1 /8' WINDOW WIDTH i0 TYPICAL ELEVATION TESTED UNIT D.L. OPG. APPROVED CONFIGURATIONS GLASS WIDTHS TO BE EOUAL ON MOVING AND FIXED UTES 4 1/2' MAX. TYP. AT HEAD /SILL CORNERS • N co < SURFACE APPLIED MUNTINS OPTIONAL NOTES; 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDRION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -66 USING CORRESPONDING LOADS. 2. W000 BUCKS. BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. PRODUCT RENEWED ACCEPTANCE Nu / / O 09. 04- IRAITON DATE ;Or - 2000 13v CONTROL D 11L.ILUI (i CODE COMPLIAN T' ICE DESIGN LOAD CAPACITY - PSF 3/16' - ANN. GLASS WINDOW DIMS. VIDTH 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 74' 26 -1/2' 37' 53 -1/8' 25' 37' 49' 61' 73' 25' 37' 49' 61' 73' 25' 37' 49' 61' 73' HEIGHT 26 38 -3/8' 50 -5/8' 63 25' 37' 49' XO OR OX SIZES EXT. 51.2 512 512 512 512 512 512 51.2 512 512 512 512 512 512 47.8 512 51.2 51.2 51.2 512 512 512 51.2 512 51.2 51.2 51.2 512 46.4 41.4 INT. 121.4 121.4 121.4 119.6 121.4 108.1 112.8 80.0 114.4 81.9 84.3 54.8 91.9 65.8 63.4 121.4 121.4 121.4 121.4 121.4 121.4 112.1 121.4 101.6 84.3 121.4 84.6 94.9 75.6 62.8 ALUMINUM HORIZ SLIDING WINDOWS COMPARATIVE ANALYSIS CHART BASED ON FTL -1120 TEST SIZE - 72 -1/8' X 61' (XO) TEST LOADS - +62.7. -83.2 PSF DESIGN LOADS - +41.8. - 55.5 PSF WATER INFILTRATION TEST - 7.68 PSF TESTED GLASS - 3/16'- ANNEALED WINDOWS TO BE PROTECTED BY DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS APPROVED AS COMPLYING W Tic SOUTH FLORIDA 6U:L0!NG C :•1( D:.T BY PROW DI 0;V VON BUILDING COOF COMPLIANCE OFFICE ACCEPTAPICE X0. Willi 0 ZW o c m E'y U a8 a 0 v1 n o ° z n ° z WI" c « 1 o f1: vi °3 T:. W ( g 1 Z o - .� -cc W . N -� • J a 2 U 04 Z n O I O 0 W rx cf) to Ol n" 1 CD ^ • m Z m � Z O o -+ Z � W , 42 vo u 0 '0 0 drawing no. W98 -89 1 9 i( yh;ci 1 '?A 1 PDN -503 1 FRAME HEAD 6063 -T5 ALUMAX /8O•ELL 2 PHS -606 1 FRAME 20.. 6063 -T5 N.IRIAX/BDiELL 3 PNS - 607 1 SILL TRACK 6063 •T5 6063 -T5 ALUMAPnO ELL, M.IIMAX/80ICJ. 4. PNS -603 . 2 FRAME JAMS 5 PDH- 525 1/ VENT FIXED MEETING RAIL 6063 -T5 ' ALUTAX/IOIELL 6 PDM1-S07 2/ VENT TOP AND SUTTON RAIL 6063 -15 ALUMAX/IOIELL 7 PDN -527 1/ VENT .IAMB STILE 6063 -T3 ALUTAX/IOIELI 8 P1101-508 1/ VFNT INTERI.00II STILE 6063 -T5 ALUTAX/I0ICU. 9 - 2/ VENT METALLIC CAN LOCK - AT MTG. RAIL 14' FROM ENDS 10 - - - - - U FS -7U8-187 AS REAR TOP 6 BETTON RAIL WEATHERSTRIPPING - SCH.EGEL FIN SEAL OR Ell 12 PB- 8327 -187 AS REOA JAMB STILE WEATHERSTRIPPING - SCH.EGEL OR EQ. 13 - AS REDA BULL VEAT CRSTRIPPING VINYL - 14 PHS -605 2/ VENT R J.ER HOUSING NYLON - 15 - 2/ VENT VMEEL ST. STEEL - 16 - 2/ VENT ROLLER PIN - ST. STEEL - 17 PDH -51S AS REQA GLAZING BEAD ALUMINUM ROLL FORMED 18 - AS READ. ASSEMBLY SCREVS - • 8 X 3/4' PH SMS 19 - 1/ VENT MEETING RAIL SILL SCREW - • 8 X 3 -1/4' PH SMS 20 - 1/ VENT 5/16' BOX SCREEN - WARREN INA OR EQUAL 21 PHS -604 1/ VENT SCREEN ADAPTER - - 22 - 2/ VINDOV BAFFLE NYLON - 23 PHS -604 2/ BAFFLE BAFFLE SCREVS - • 6 X 3/9' PH SMS a TYPICAL ANCHORS SEE ELEV. • i _1 OR 2'3Y VOOD BUCKS •4 TYPICAL ANCHORS SEE ELEV. FOR SPACING LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1- J I BY OR 2 BY ' W000 BUCK ADHESIVE.. BEDDING COMPOUND POLL FORMED ALUM _ GAZING BEAD 3/16' ANN. GLASS GLAZING DETAIL TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/16" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -1/4" MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO MASONRY SEALANTS; ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AND BOTTOM OF FIXED MEETING RAIL SEALED WITH ALUM COLORED SEALANT. WEEPHOLES; ( 2" X 3/16" ) WI - AT 4 -1/2" FROM EACH END W2 = AT 2" FROM EACH END W3 v AT 5" FROM EACH END • • - .11/•••01.1. PRODUCT RENEWED AamPrANC NM. q9- N/ i 0,• 0¢ APPROVED AS COMPETING WTH THE SOUTH FLORIDA : UILD!NC CODE DAT BY PRODU CO RO! DIVISION 8UIL '' ' CODE COMPLIANCE OFFICE ACCEPTANCE NO 11 I t 1 1.0 M c 0 n i 0 0 b u 0 0 0 z O 2 Ix La O oW U 00 0 °' O z �t�m Z so La drawing no. W98 -89 (sheet 2 of 4 1 BY OR 2 BY _ WOOD BUCK D.L OPG. V TYPICAL ANCHORS $O LAYOUT OX OPPOSITE EXTERIOR VINDOV WIDTH r — D.L. OPC. 1/4' SHIM MAX. 0131-6 419 g 8----- 131 6. 1998 SEE ELEV. 4 Engr. OR. HUMAYOUN FAR000 F1 STRUCTURES 1S37 PRODUCT RENEWED AOCEPTANCENo. 99- 009. O EXPIRATION DATE ..c O DUI CONTROL D ODE COMPLIANC APPROVED AS COMPLYING YPTH THE SOUTH FLORIDA B !WING C ^ ^E DAT EJ�_lfl - n C 1 BY PROM/ C SRO 3•t.S.ON BUILDING CODI CUMPL:ANCE OFFICE ACCEPTANCE NO - E I L 2 - •O 2. 0 0 z 0 z 0 J F z 0 0 z rn Z 0 o ce 0 W et) 3I- O u'OM O 0^ a Z z -o O Z CO W W CL to M Di C O 0I 0 U d v 0 O ,c dr awing no. W98 -89 2.188 • 1.186 2.500 1.064 J FRAME HEAD 3.626 x 1.064 1 T .062 TYP. 2.407 V 81 2.188 FRAME SILL F 1.0311 1.4109 1.245 1 .062- SILL TRACK L1 FRAME JAMB VENT TOP /BOTTOM RAIL SCREEN ADAPTER JAMB STILE MEETING RAIL FIXED MTG. RAIL • VENT TOP /BOTTOM CORNrij$ 1 441 4 ✓ �j . , , ' 1 �/ E c4 0 O a .0 0 in ■n ra < N to a 0 • �n 0 � J d �- H c 0 1) al 0 a u I • 0 z L U co V1 3 H M a O M a 0 Z 0 0 -.s Z : W W CL �0 1 drawing no. W98 -89 a m co cn 0. 0 0 Engr: OR. NUMAYOUN FAR000 STRUCTURES 'IA. PE / 1•S37 NOV 0 41998 FRAMF TOP CORNFR Dv _ FRAMF BOTTOM CORNER DAT BY PRODUCT RENEW ACCEPTANCE NO 07 0 ENT TRATION DATE CONTROL DIV CODE COMPUA.tic APPROVED AS COMPLYING WITH THE SOUTH Flat • BUILDING COPE CONING: 0 , 1J BUILD+ EWE C � M � Icc¢ � ICE stammer wo.� "Llt 2 _ :FTC • METRO-04DE PRODUCT CONTROL NOTICE OF Pino- Windows Corporation 6860 N.W. 75 Street Miami Your application for Product Approval of: "Standard" 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. PWSTDSH, Sheets 1 and 2 of 2. (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 Codc 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- 1128.05 Expires:06/26 /00 Rau Rod tguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE METROPOLITAN CADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 06/26/97 FL 33166 Internet mail address: postmaster @buildingcodeonline.com FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 s anger, Director Building Code Compliance Metropolitan Dade County omepage: http : / /www.bulldingcodeonline.com .t. .► v .t .LAW,IVO'..UL11. 11L..V EIL L7'►L•\..L' L1 V.. /J - L 1i%. •A APPROVED : JUN 2 1997 EXPIRES : JUN 2 6 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves aluminum single hung window designed to comply with the South Florida . Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 • Model Designation "Standard" Aluminum Single Hung Window 1.3 Overall Size 4' 7" wide bx 7' 6" high by 2 -1/4" deep 1.4 Configuration 0/X 1.5 No. & Size of Vents: One, 52 -1/2" by 44 -1/2" high 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash (Vent) Material: Aluminum alloy 6063 -T5 and 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material: 3/16" annealed glass. 2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and rolled aluminum glazing bead (Part # PDH -524). Glass bite is 5/16 ". 2.2.3 Daylight Opening: One lite per vent with a clear opening of: Bottom Vent; 50 -3/8" wide by 41 -1/4" high. Fixed top vent; 50" wide by 41 -3/4" high. 2.3 Sash Construction: 2.3.1 Stiles: Consist of a vent stiles of . unequal legs 0 :655" exterior/ 0.822" interior face by 0.890" deep and .062" wall thickness aluminum extrusion. (Part # PDH -507) 2.3.2 Rails: Consist of a standard vent top rail of 1.625" interior face and 1.188" exterior face by 1.234" deep and .062" wall thickness aluminum extrusion (Die No. "GAS- 30892 ") (Part # PDH -505) with two screw splines. Vent bottom rail of 1.45.8" interior face with ada 'pter and 1.626" exterior face by .890" deep and .062" wall thickness aluminum extrusion with oil screw spline. (Part # PDH -526) 2.3.3 Corner Construction: Butt joints, vent corners secured with one No. 8 by 3/4" sheet metal screws. 2.4 Frame Construction: 2.4.1 Head: Unequal leg height .875" interior and 1.25" exterior face by 2.238" deep and .062" war thickness aluminum channel shaped extrusion. (Part # PDH -501) 2.4.2 Unequal leg width 2.500" exterior and 1.157" interior face by 2.25" deep and .062 " . wall thickness extruded aluminum with two screw spline. (Part # PDH -503) 2.4.3 Sill: Aluminum extruded 2.333" interior face and .750" exterior face by 2.258" deep and .062' wall thickness. (Part # PDH -529) 2.4.4 Fixed Meeting Rail: Aluminum extruded 1.374" interior face and 1.812" exterior face by 1.126" deep. (Part # PDH -504) 2.4.5 Corner Construction: Butt joints, frame corners secured with two No. 8 by 3/4" sheet metal screws. Man Produ Perez, P.E. Plans Control Division 2.6 Hardware: 2.6.2 Two 2.7 Wee holes: Atv LVo. 95-112105 APPROVED : JUN 2 6 1997 5 EXPIRES : JUN 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.5 Weatherstripping: Quantity Description Location • 2.5.1 Single Pile with integral plastic fin At vent top rail. (Part # PB- 8320 -187) . 2.5.2 Double Pile with integral plastic fin (Part # PB- 8316 -187) At vent stiles. 2.5.3 Single Pile with integral plastic fin At interior side of frame sill. (Part # PB- 8326 - 187) 2.5.4 Single Vinyl bulb interior of exterior leg of vent bottom rail. Quantity Description 2.6.1 Two Spring and pulley balances 2.6.2 Two Allen Steven metallic cam lock OR - Adjustable extruded aluminum spring One 13-1/2" from each end of vent loaded hook lock (Part # PDH -518) bottom rail, locking into frame sill. • Quantity Description Location 2.7.1 Two 1" drain notch At each end of sill screen retainer. - 2.7.2 Two 1- 1/2 " .by 1/4" weep hole At each end of intermediate sill flange. 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Additional Description: Flange type frame. Unit tested with 2 -3/8" high overall interior sill flange. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Door Size, see Comparative Analysis Tables in Section 9. 3.3 Use either standard (Part # PDH -505) or heavy duty top rail (Part # PDH -508) at vent top rail - 2a - Location One per frame jamb - One 12" from each end of vent top rail, locking into an extruded groove in fixed meeting rail. Manu 1 Perez, P.E. Plans Produc. - ontrol Division 4. INSTALLATION: SILL : HEADER: JAMBS : APPROVED : JUN 2 0 1997 EXPIRES : JUN 2 6 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1 Screws and Method of Attachment 3/16" x 2 -1/4" Tapcons located 6" from corner and 24" o.c. niax. #10,x 1 -1/2" PH SMS located 6" from corner and 24" o.c: max. OR 3/16" x 2-1/4" Tapcons located as described above. 3/16" x 2 -1/4" Tapcons located 4" from each corner and each side of meeting rail centerline with the rest at 16" o.c. max. Min. embedment into wood or masonry is 1 -1/4 ". Note: Please see note #11, Page 3 4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in compliance with the South Florida Building Code. 4.3 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 naive 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 opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. - 2b - Manu 1 Perez, P.E. Plans Product Control Division • r l •••., •• k.or NOTICE OF ACCEPTANCE: 7. TESTS PERFORMED: -2c- ACCEPTANCE No.: APPROVED EXPIRES SPECIFIC CONDITIONS RESULTS: 95- 1128.05 _ • JUN 2 6 199:1 JUN 2 R 2000 TEST AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.34 CFM/FT) WATER RESISTANCE (PSF) SFBC PA 202 -94 Design Pressure Rating (Positive) Design Pressure Rating (Negative) TEST LOADS 0.31 CFM/FT FTL -I 138 UNIFORM STATIC PRESSURE DESIGN SFBC PA 202 -94 POSITIVE 30 Sec. UNIFORM STATIC PRESSURE DESIGN SFBC PA 202 -94 NEGATIVE 30 Sec. LOADS (3/16" anneal.) LOADS (3/16" anneal.) +40.0 PSF FTL -1138 -40.0 PSF FTL -1138 +9.0 PSF FTL -1138 +60.0 PSF FTL -1138 -60.0 PSF FTL -1138 Satisfactory FTL -1138 Satisfactory FTL -1434 For Design Pressure Rating vs. Window Size, see Table in Section 9 "Comparative Analysis" DESIGN LOADS +40.0 PSF FTL -I 138 -40.0 PSF FTL -I 138 +60.0 PSF FTL -I 138 UNIFORM STATIC PRESSURE FULL TEST LOAD ASTM E330 PA 202 -94 POSITIVE 30 Sec. (3/16" anneal.) UNIFORM STATIC PRESSURE FILL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. (3/16" anneal.) FORCED -ENTRY RESISTANCE (FER) (w/ cam lock) AAMA 1302.5 -76 FORCED -ENTRY RESISTANCE (FER) ( w/ spring loaded hook lock) AAMA 1302.5 -76 +40.0 PSF FTL -1 I38 -40.0 PSF FTL -I 138 +40.0 PSF -40.0 PSF Manu Perez, P.E.Plans Product Control Division • :3 • - 2d - ACCEPTANCE No 95- 1128.05 APPROVED : JUN 2 6 1997 EXPIRES : JUN 2 s 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 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. along with installation diagram of an aluminum single hung window with a metallic cam lock at vent meeting rail, prepared by Fenestration Testing Laboratory report No. FTL -1138 dated September 11, 1995 signed and sealed by Yamil Kuri, P.E. 8.1.2 Test reports on 1) Forced Entry Resistance Test, per AAMA 1302.5 -76. along with installation diagram of an aluminum single hung window with an adjustable spring- loaded aluminum hook lock at vent bottom rail, prepared by Fenestration Testing Laboratory report No. FTL -1434 dated May 6, 1996 signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings and sections. 8.2.2 Dwg. No. PWSTDSH, Sheets 1 and 2 of 2, prepared by Applied Engineering Concepts, Inc. dated 4/22/97, signed and sealed by K.A. Whitfield, P.E. 8.3 Calculations: 8.3.1 Comparative analysis and anchor calculations for Pino's Window Corp. Single Hung Type Window prepared by A1- Farooq Corp. dated 11 /20 /95,.signed and sealed by Humayoun Farooq, P.E. 9. COMPARATIVE ANALYSIS: For Design Pressure Rating vs. Window Dimensions, see "Chart for Heavy Duty Windows Fitted with 3/16" Annealed Glass "" on Drawing No. PWSTDSH, Sheet 2 of 2, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation and cross sections and anchoring details, see Drawing No. PWSTDSH, Sheets 1 and 2 of 2, bearing the Dade County Product Control approval stamp. Man el Perez, P.E. Plans E. Produ ontrol Division er 1I n�,t r r A1v 95-1 1 28.05 JUN-7 fi 1997 JUN 2 R 2000 APPROVED EXPIRES 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: "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 thc evaluation of this product and thc product is not in compliance with the code changes; b) The product is no longer the same product (identical) as thc one originally approved; c) If the Acceptance holder has not complied with all thc 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 Noticc 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 thc manufacturer or its distributors and shall bc available for inspection at the job site at all times. The copies need not be resealed by thc 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(d) and this last page 3. Items 10, 11 & 12 listed below only apely to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from thc Product Control Scction. 1 1 The spacing of fasteners at window sills shall be as indicated in Scction 4 of this Noticc of Acceptance. The spacing of fasteners in all other parts of the frame, shall bc as indicated in Section 4 of this Noticc of Acceptance, but in no case shall exceed 24" on center. The first fastener shall bc located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be thc same size as the one tested with thc unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 oft a South Florida Building Code. END OF THIS ACCEPTANCE -3- Manuc Perez, P.E. Plans Exam r II Product Control Division VERTICALt LAYOUT B —B 23o MAX D4D+ • Y . 13/4• Txs afro 2 • SUCK OR 3i1 -2 V4' MACO4 TIAU i • BUCK INTO 6 WART AT i' Thom CAOl AM 24* MIDSPAM e MILISPAN L 1 r 0- — A A r r 0 - 74 4 1 3/16' X 2 1/4' TAPCON OR APPROVED CONC. FASTENER AT 6' FROM CALM 00 AMD 24' O.C. MAX < 1P41T VITM SMUG LOBED LOCO EQUAL EOUAL - –� ri6 1-- t: I — 4 i B`B-J I 53 1/8' 1/ 4' 1 L4' MIN. EMBEfMEMT D4TT VCOD OR MASONARY TYPICAL INSTALLATION USING 1 x VGOD BUCK 250 NAX Simi 1 — HORIZONTAL LAYOUT A —A 1 try E1D Me.Lt. L,.G- Zr� • Rc- 2414C • APPRO EG AS COMPLYING WITH NE TYPICAL INSTALLATI ❑N USING 2 x WORD BUCK S10 x 1 3/4' PM -S?KS 24M 2 x BUCK OR 3/16' •2 1/4' TAPCON T141U 1 x BUCK WTO MASONRY AT 6' FRO( CALM AND 24' Q.C. MAX CHART Mt STANDARD VDCOVS FITTED WITH 3 /10'ANNEALED GLASS VDIDOVS DDEl1SONS No. OF DESING LOAD -PSF VIDTH ON (EX) (EIGHT CINCHES) ANCHORS PER 4WD EXTERIOR CPQSITTVE) INTERIOR OEGATIYD 19-1/8 4 60 265.3 26-1/2 26 60 191.4 37 60 137.1 53 -1/8 60 933 19-1/9 4 60 179.7 26 -1/2 38-3/8 60 129.7 37 •—r 60 92.9 53-1/8 60 64.7 19-1/8 50-5/8 6 60 204.4 26r -1/2 60 147.5 37 60 94.9 53-1/8 573 573 19-1/8 56 6 60 184.7 _ 26r -1/2 60 133.3 37 60 90.8 53-1/8 • 534 534 19-1/8 63 60 1642 216-1/2 6 60 Lt8S 37 60 84.9 53 - 1/8 49.7 49.7 19-1/8 74 -1/4 60 139.3 26-1/2 6 60 1006 37 60 - 72 53 45.6 45.6 J )!- LTErt..71 N1i.1JDI W1111 3/16• R07f Sd t. 250 MAX SH I 3/16' -2 1/4' TAPCQI OR APPROVED FASTE?ER AT 4' MOM EACH END AND 24'aC MAX O10 as 1 L4' PN-SNS INTO A l a >fuoc OR 3/W E/4' TAMP TIRU A 1 ■ PUCK DYTD NASEMY AT Of . rIMI EACH DOD IMO 24' ;OC: MA1L' _ .. • • . • X. A. tv,►rmE.LD kaA. r11b- $ 7 v . Kr.. 2.4%4 • PUTS VPID3V, "se ay. no* semi . �, ."EJ::Ti,.r+E.�: �r �, ;�'.. �jt -. . ... w %.1`1112-41",. ' . : .. ARMED AS C01O'LTO16 M TN THE SOUTH fLORM A mmDa1C COOS DA 8910010 COOS 10E oR10E ACCVTANCE 110. • - *TAMAR) 111.1 000.94 ZDG L ma VP %( ( MIAMI -DADE o aaa>. PRODUCT CONTROL NOTICE OF ACCEPTANCE Pino - Windows Corporation 6860 N.W. 75 Street Medley Your application for Product Approval of: Aluminum Tube Mullion under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi: product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0302.06 Expires:03 /28/2002 ✓ Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04 /29/1999 FL 33166 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 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Off ai r•y i Hontepage:.http://www.huildingcodeonline.cont Pino Windows Corporation ACCEPTANCE No.: 99- 0302.06 APPROVED EXPIRES March 28, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1212.12, which was issued on March 28, 1996. approves a structural mullion system, as described in Section 2 of this Notice of Acceptant designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade Coun for the locations where the pressure requirements, as determined by SFBC Chapter 23, do r exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pino Windows Aluminum Tube Mullions and its components shall be constructed in str compliance with the following documents: Drawing No. M95 -18A, titled "Mullion Detail prepared by Al- Farooq Corporation, dated December 7, 1995, revised, sheets 1 through 3 of bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptor number and approval date by the Miami -Dade County Product Control Division. These docume shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the press requirement for the opening in which it is to be installed. 3.2 This approval applies to structural mullions to be installed vertically or horizontally, as shown in approved drawings. 3.3 Mullions are to be used only to support Windows and/or Doors with a current Notice of Acceptor 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notic Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building (SFBC) in order to properly evaluate the installation of this system. 2of3 Manuel Perez, P.E., Product Control Exar Product Control Division Pino Windows Corporation ACCEPTANCE No. : APPROVED EXPIRES 99- 0302.06 APR. 2 g 1999 March 28, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and tl; original submitted documents, including test - supporting data, engineering documents, are no older than eigl (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and tf following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in tl 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 produ 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 tf correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initial . 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 automatical be cause for termination of this Acceptance, unless prior written approval has been requested (through tl 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 oth( purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by tl expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance 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 t provided to the user by the manufacturer or its distributors and shall be available for inspection at the job si at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal c Acceptance. 9. This Notice of Acceptance consists of pages 1 through 3. END OF THIS ACCEPTANCE 3 of 3 Manu. Perez, P.E., Product Cont Prod ct :ntiol Division amine 4.000 6.000 INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 4�- 2.000.1 TYPICAL WINDOW FRAME DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -611. FOR PARTICULAR OPENING. USE LADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIN SPACING. USING GRAPHS ON SHEET 2 SELECT MUWON SIZE WRH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR 'TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL GLAZING PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCT HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES; 1. ALL GLAZING PRODUCTS USED AYH THESE MUWONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS LE WIND LOAD, AJR t WATER INFILTRATION. FORCED ENTRY RESISTANCE SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT BASE MATERIAL SFWl BE BEYOND WALL 3. ANY CONDITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4.. ALL MUWONS TO BE ALLOY 6063 -15. APPPOVW RS COMPLYING WITH THE SOUTH FICRIDA BUILD'NG CGDE DAT Qt BY '���� FRWJ CNTRO: Dr: s :�'t u 2UIMDTNG =I C orrici ACCGTANCE 140 4 { - 0 302 • d U CZ Z z w 0 H d � a CL a 43 U z n cr < < r• W cc e W 1 Z d w- P 0 0 to v n 2 m m 20 1'02 - :1 's' ALUM. MSC .1,,MMOIII,MOMM OPMMOMMMEM EMEMMOMMUM 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHORS TYPE 4.8. OR C PLA-LION LOAD CHART GLAZING PRODUCT GLAZING PRODUCT C BLAZING PRODUCT MULLION SPAN HORIZONTAL MUWON TRIBUTARY WIDTH ex WI 2 W2 2 VI V 2 4., N t- 10 TYPICAL MULLION ARRANGEMENTS MULLION LOAD CHART mmommaaammx amommmomomm ammummomoom WMUMMEMOIMMMEM MUNWRINOMMOMME MMWMI,■■I♦.■,.. MMEMEMMEMMILVE MMUMERIMMEMOM MMOMMSEMINIMEM (1 �M111,■II,II W • MMMEIIII1 ■.11,1..1I,om`III,■II.■ III 1►�.IIII�III11..moomolllll■ MISNWOMMMOMMMIN OMMEMMUM.► – mss► WIWOMMEMEMMON MUMMIWOMMENMOM 1':T :1/8' ALUM. R me 01111 r O 20 30 40 SO 60 70 80 TRIBUTARY WIDTH - INCfES 1 T WIDTH = wT + wz 2 N MULLION LOAD CHART ,��1■■1o„t. mon>•Imr•>•ma mmommommo MMIOIMMOMMEMEMM MMIIMMIUMMUMEME RIMMm9_ M�IOMMEM KI1I11'I.I1,,IIII , fI1COMMIII M .MUME.., MOOMMIMMEMEMME MWMMEMOIMMUISM ,1 EMEM■.iI...■. UMMINWEEMMMORM 1'-■,. MMWO.M` MOI.III MEM■IIIIMMI M MIEWENEMOMMMON WEI, ■II„'■I,.■■M VIMPOMMEMMEMUM MOMMICEMINSMOM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES ANCHOR LOAO CHART Nc , gS TYPE A 11111111111 UUMMMOMMEMM II I1„III,III♦,fIIIMIIIIIIIIIMII I►, II M■■ `\„`MMIVIII,IIIII ' llllll M 1111' mmaammimmom MOMMNERMUMME MONNIWOMMON 28 30 40 SO 60 70 80 TRIBUTARY WIDTH - INM?ES LO MULLION LOAO CHART N I II,i'1„IIIIiII.,,lI111.1■■I, m MRIMMEMOMMEMEM UMWSIMMIOTIMOMMO MEMEMMEMMMOOMM UMWMUMOMMOMME I LIM■-MUM■„I♦■II ■..,,., MOMM..I MMINNOMMOINANOM >•EMMMEMliili COME MEMMINIMMEMMOM MEMMMEMMOMMEM ■..,■.,■.,... WIPMEMMI,. II,III I UMMUMUMMUMOMM MIEEMMINSMAMMUUM EMOMMSIMMOMMEM 2' se'al's' ALUM. TIM Norm me N m N r 20 30 40 50 60 70 80 TRIBUTARY MOTH - INCHES ANCHOR LOAD CHART 0111∎111 IIII„II,1111MI A TYPE 8 MWMMMUMM mo\1lt7mammmom 1\11 WWWWI• ,IUMME■ UOMITMWMMEMEMM \i►1.1\\MMEMMMEMOM II1 ,IlI,1III„II - IMIII,II IIII1IIII,II, manummo__. __ wirr. MOWMEMMOIEMMUM MMIZAMMEIMOMME MAIMMMWMOIMUMON — SMNAM- - - - - WNIMMUMO ■■.V^a........ 11lIII{U1, "MMISN MM ---- J\MMM\ -M -\ MEMMINIMMEIMMON MUMMEMMMOCNOM IIIMMOMMIOWCNSOft -- - - - -lI MMCWI- 2' L 's 04' : ALUM. n* . .� au R .J�wl�Illll�►� m>.Monmoomomm nonmmommirmrrm q- 1\a10111111111M11l11i11 am 11MIUMEMIOMMOMME ►MMI• ■ME\\:?3M,UM- WILIMMKUMMIEMMUM m .,■'I, ■,,.■.I♦. LION LOA IIIMMUMMOMMORMEM N N O .0 m 20 38 •0 50 60 70 80 20 TRIBUTARY TRIBUTARY V IO T pRD< %OMPL WITH THE SOUTH FLORIDA BUILDING CODE Dim 1P9-0. IQ 11 Ff:LO' I -` ;Rot Div ELM ;t.k; SC:E Ca:PI:ANCE OF FICE ACCEPTANCE Pi:: e -C3:2 • D FOR ANCHORS DESCRIPTION SEE SHEET 3 OF 3, MULLION LOAD CHART 20 3 ARY 60 IN7CHES 80 ANCHOR LOAO CHART ORIMMUWKOIEM MME II„11, IIII, IIIII,-„IlInmom MOMMANIMMUSMOM MEMMUMMOMMERM MOMWi\O\ MM ■SIN MOMNIKKOMMOMMIS IIIMMOMMOMMMUMM MUMMMUUMMOMMSO OII,11■ll,ll,ll,,MOIl MM RR -- !! �� � 11 `� 7nlli IIIII■■III,1I1'IfI1111I WW i�W.1I111 IIIMMEMMWMCOMEN II,III[II MIIIIMM `I,'`III1 III I IM ■1111.111111`I R MEMMINIIMMMOMMO MEMMIIIIMMOMOMMO 1♦1 IMMIIIMMI♦.■I■■I T '7111•���� 11 ■ .ND.DaS TYPE C 1■ .¢1.c SO OTU INCHES 80 ENGN7 FAR000 EEFt PE 1 1653 • ( f row M95-1 8A ,heet 2 of 3 2xzx1 I, ALUM ANGLE / 14 S.MS. L„ 2/ ANGLE 1 �1 1 I 1 MUWON MUWON ANCHORS TYPE 'A' 2.000 M•1 MUWON 2 X 2 X 1 /E' ALUM ANGLE. 1500 1 1 0 , 1 1 2 X 2 X 1 /E' ALUM ANGLE 2 -5 /S' LONG 11 1'11111.1 1 � - PRECAST' CONC. SILL 1.500 MN A 7 # 14 S.M.S. 1 -1/4' MIN. EMBED INTO WOOD 1/ ANGLE d: 3/16 DIA TAPCON 1 1/2' MIN. EMBED 1/ ANGLE OM .a 1-500 MIN # 14 S.M.S. 2/ ANGLE PRECAST SILL CONC. 2.000 Mw zA2x 1GL' ALUM ANGLE 14 S.M.S. 2/ ANGLE J 1 11. I 1 n •1 i I MUWON MUWON 2 X 2 X 1 /E' ALUM ANGLE 2 -5 /E' LONG -r ANCHORS TYPE 'B' ANCHORS TYPE 'C' • • d - . 14 S.M.S. 1 -1/2' MIN. EMBED INTO WOOD 2/ ANGLE 2.000 MN MUWON 3.000 IN NINIE 1 2 X 2 X 1/S' ALUM ANGLE 14 S.M.S. 3/ ANGLE MUWON 2 X 2 X 1 /B' ALUM ANGLE 3 -5 /B' LONG 1.500 Mw NOTCN WOOD BUCK TO ACCOYODATE CUP ANGLES TO MASONRY C • d'. d' CONCRETE OR CONC. FILLED BLOCKS : L 1/4' • TAPCON 1 -1/4' MIN. EMBED 2/ ANGLE �••• • ►• 1• W •• 1 SUSTAIN LOADS IMPOSED, APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE � 1 L 1` 19 BY I R O T RO! Cit' S BuliciNa CODE COMPLLANCE OF CE ACC:PTANCr NO r. n- 3 IL • ENGINEER: HUMAYOUN FAR000 PE # 16557 0 0 Q , u 0 0 c � 0 c n v 0 0 w ng no. M95 -18A sheet 3 of 3 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 building 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. S EPT. - 2y 5 ✓/ ` -/' D ate 19 • Owner's Name and Address l' L 5o fd G. ! UII At d No. 1 077 7 r St d 3 TERP fIC E, Registered Architect and/or Engineer ✓ame and address of licensed contractor 0 NE R Location and legal description of lot to be built on: Lot c// Block Subdivision rz.' —.391 it ze.5 9d 9' s/S�treet and Number where work is to be done 10 77 la- / 1 TE. R. RAC E. State work to be done and purpose of building (by floors), state exterior colors (submit samples) 4 Aec.wLe. zvi. — . Rxt.i./<..e. tv.vet, ,a, t.A ate- - A41,.aa)2.e - . /litiv.Gt.Cif - . �.L?!l4l. /eii ✓YL�. 1'w' �fP'L lu-c Gi. Y New Building Remodeling •C Date lvl,mx/`V Notary Public, State of Florida Addition Repairs No of Stories and for no other purpose. To be constructed of Kind of foundation Roof Covering VEstimated Total cost of improvements S 20 0 Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live Toad to be borne by each floor 1 hereby submit all 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 obligatons 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 subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. / 6 "1l T I i�GYVt 2v1,� Remarks (Signed) t/ ' STATE OF FLORIDA COUNTY OF DADE. } ss. Before me, the undersigned authority. a notary public. duly authorized to administer oaths and take acknowledgments, personally appeared 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 the foregoi : application, and that he did sign the same. and that all facts therein by him stated are true. Permit No. U‘-N5 v Date t Read. Sworn to and Subscribed before me. r Disapproved (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved ]late Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.