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WINDOWSMIA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 1 "x Std. Wall- Aluminum Tube Clipped Mullions APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 00 - 0912.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.05 Expiration Date: June 28, 2006 Approval Date: July 10, 2002 Page 1 4 GLAZING PRODUCT CI H TYP F1UWON PRODUCT ® GLAZING PRODUCT GLAZING PRODUCT W2 W WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE • B ; C' OR D 8ont ENDS L NOTFS• 1. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r--w - CUZVNG PRODUCT lnP / GLAZING PRODUCT 82 1 HI H - H7 +H2 (1) WINDOW MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TTTC. 8 ; C' OR ro BOTH ENDS ty Robert L a k, P PE. 139712 Strecturel— w FT INDUSTRIES AHCHORS IYPE W2 W W -WI +W2 87+112 (2) (2) WINDOWS MULLED W./ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI Rew 1 By: r N: Drown By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS FL 34274 ANCHORS: TYPE B •C OR ro� 80TH ENDS CAW By. 1Date: Date /28/00 Deseriptlerr ARRANGEMENT DETAIL 1" STD. WALL MULLION SerM/Medsk MULLS M4b Dada product Control Molotov Re.bionc Scare: NTS heel: 1 of w PRODUCT Mtn!" mmPITIat w11D Ow Melds BdWhitt Code Io -0 T.OS Dra.tng No. 6620 — w1 -1- -W2 1 W3-1 I W — WI +W2 +w3 H -Hl +H2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2+WJ MULL LENGTH = HI APPROVED AS COMPLYING 1MT1I THE SDLRM FLORIDA BUILDING CODE t,• BY �+' _ PRO. T•• - ROLDMSION BUILDING COOE CO PUANCE OFFICE ACCEPTANCE NO. 00 - 09 t .OS R er. EZ , TYP F1UWON PRODUCT I cto CP I ••• W2 W WI +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE • B ; C' OR D 8ont ENDS L NOTFS• 1. FOR ANCHORAGE TYPE, OUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER. TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 r--w - CUZVNG PRODUCT lnP / GLAZING PRODUCT 82 1 HI H - H7 +H2 (1) WINDOW MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TTTC. 8 ; C' OR ro BOTH ENDS ty Robert L a k, P PE. 139712 Strecturel— w FT INDUSTRIES AHCHORS IYPE W2 W W -WI +W2 87+112 (2) (2) WINDOWS MULLED W./ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = HI Rew 1 By: r N: Drown By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS FL 34274 ANCHORS: TYPE B •C OR ro� 80TH ENDS CAW By. 1Date: Date /28/00 Deseriptlerr ARRANGEMENT DETAIL 1" STD. WALL MULLION SerM/Medsk MULLS M4b Dada product Control Molotov Re.bionc Scare: NTS heel: 1 of w PRODUCT Mtn!" mmPITIat w11D Ow Melds BdWhitt Code Io -0 T.OS Dra.tng No. 6620 — w1 -1- -W2 1 W3-1 I W — WI +W2 +w3 H -Hl +H2 MULTIPLE WINDOWS MULLEQ W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = WI +W2 OR W2+WJ MULL LENGTH = HI APPROVED AS COMPLYING 1MT1I THE SDLRM FLORIDA BUILDING CODE t,• BY �+' _ PRO. T•• - ROLDMSION BUILDING COOE CO PUANCE OFFICE ACCEPTANCE NO. 00 - 09 t .OS R er. 4, 21, BUCK TYPICAL MULLION TO MUI I ION INSTAI I ATION TYPE "A" NOTE; 1. FOR MULL. SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCA77ONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME AS THE QUANT7TY OF ANCHORS FROM CLIP—TO—OPENING. 2. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 161E0RMST QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR SPECIFIC APPLICATION. r .•2" OR 4" 3 MW.— TYP CAI MULLION TO STRUCTURE WITH WOOD BUCK TYPE "13" /11 PAL SIAS STAGGERED ON OPPOSITE SIDES (50 AS NOT ro "(TERME *TIN EACH OTNER) SEE NOTE /1 112 wow SCREW (199/) It INTO W000 . ALL FILSTENERS MUST E E DADE COUNTY APPROVOL SEE NOTE /1 Robert L P.E. #39712 StartvirIAL E. 5 3 INDUSTRIES 1000 RUCK WOOD 7 BUCK Oro. DeserfpUoro litho r _2 . OR 4"■—I /11 F.M. S.H.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE MOH I EACH 011103) 2 i (TYP 1 ,7 247 ,,g • ,... e :.;. su NOTE /1 1 I 6. j • • . .. . . •. at i PENETRATION INTO x m l PENETRA - MW. 4- rAvcov (246/) i li ANN. I f .• 1 ....I. ; I..- :: r cRE7r la I •• ••• •••• .• ...•:. ,. MUST EC DICE cowry APPROVED. SEE NOTE /1 TYP CAL MW LION TO STRUCTURE WITH WOOD BUCK RFMOVFO FROM CONC. TYPF "C, r 2 . OR 4" TYP CAL MULLION TO STRUCTURE WITH WOOD RUCK AND CONC. TYPE "D" Dole: P.J.P. 4/28/00 PRODUCT REVISED omphitn v4t6 dm Florida BRAD.' Code *,ts.,N.OZ EAMrallos Date R72PAR2SIA-R1‘.."‘", Mao Dade Prod■Att Comm' DAYSIhrs &mod Br rolc ChM Br Dote: Rariolorm CLIP & INSTALLATION DETAIL 1 STD. WALL MULLION /12 F.N. SALS STAGGERED ON OPPOSITE SCES (SO AS NOT TO INTERFERE *TM EACH OTHER) SEE NOTE /I 44114. f t• TAPCON (1461) 13 parrminryi PITO CONCRETE OR KOCK STRUCTURE ALL FASTENERS . MUST 13E WOE COUNTY .APPROVED. SEE NOTE Serks/I/DoNth SW.: Sheet: Orowing Na. 1070 TECHNOLOGY ORA& P.O. 130X 1529 NOKOWIS. FL 34275 NOKOMIS. FL 34274 MULLS NTS 2 . 5 6620 APPROVED AS COMPLYING 94114 1141 SOUTH FLORIDA BUIUDING CODE OA EY PR. .'CT • TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 2 O ° 9 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN. ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE. AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x ✓3 1 x 4 x b A' MIN. FROM ENDS (TYP) 14 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MAX. 7 f it:. MIN.J L- q .1 (lore RL a •.0 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 el 02/2. 1" MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 ITT INDUSTRIES Rend By: IOale. Oran er P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL J4275 NOKOMIS. FL J4274 T ifL 1" MULL CLIP W /TABS REMOVEQ TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 MIN. FROM 7 END (TYP) I— 3 1" MUI L CI IP W /TABS REMOVEQ FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 ChM ey: IDcle: Dale: d /2a /oo SerB./Medet MULLS PRODUCT REVISED cooptylry wtlL th Post& BaldIaf Cede Acesptsen No0 - S O EtpnHoo Dote (i Miss Mde Product Control MIN. FROM END (TYP) Revisions: APPROVED AS COMPLYING WITH THE T GATE IOW 'ZVI'L'VLJBPE er PR OL DIVISION BUILOIN S CODE COMPLIANCE OFFICE ••cpTA ST M•1 00 0112 • ° S . OasKlpeon: 1 MULLION CLIP ANCHOR LOCATION Title: 1" STD. WALL MULLION Scale NTS Sheol: 3 05 Omoq No. 6620 Rey: 1 3 � 4 (TYP) NOTE: 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1 x STD. WALL MULLS MAT'L: 6063 -T6 d ¢ Robert L nrk .E. RE. #39712 Structural FLT INDUSTRIES Rand Or Dole: CIAO OY rote: RMeiona: Oro. P.J.P. °a4: 4/28/00 OoocrIptIoto PROFILES 1070 r£ONNOLOCY 0RIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FT. 34274 8 (TYP) PRODUCT REVISED ompbleg *DS Dee il.rkt. EMOng Cods Acceptance No 0 05 Elpb st D.te / 0 7. NII.drD.d. Product Control DIHio. Mat " STD. WALL MULLION SeAaa/MadN: Seale: 'SMet: Droving No. MULLS NTS 4 n'5 6620 APPROVED A COOMPPLLYING %MTH THE M� p J U �II O PRO.. •NTROL DIVISION GUIDING CODE COMPLIANCE 0 iCE .ACCEPTANCE N0. 0- 0 9 t Z • a 5 Row c.125 chors L ._._. 50 OPENING WIDTH IN INCHES . 60 170 80 90 100 I 110 120 130 160 _ 42_ . 48 50.625 .. __ •54 60 170 . - 1 - 70 170 – Tic. 170 170 170 170 L 170 ! 170 170 170 170 L17o 170 170 170 170 170 170 i 170 170_ 170 170 170 — 1 . 70 170 170 , 170 170 170 170 170 170 162 158 157 157 157 157 170 170 157 141 143 134 127 124 122 122 122 63 66 72 76 78 170 170 160 128 119 112 108 106 106 106 145 127 115 106 100 96 93 92 92 142 120 105 95 87 81 77 74 72 71 120 102 90 81 74 69 65 63 61 59 111 94 83 74 68 63 60 57 55 53 84 88 72 75 MO 65 53 59 53 49 46 44 42 33 40 90 47 4 3 39 37 35 31 96 59 50 43 38 35 32 30 28 27 24 16 108 111 41 35 30 27 24 22 20 19 18 38 32 28 24 22 1 20 19 17 16 - 144 17 - - - - 1 - - - .. - 1x2x.125 OPENING WIDTH IN INCHES 2 Anchors 50 70 80 90 100 I 110 120 130 ; 166 ••- • • ■ •-• - • lx4 4A 42 48 50.625 54 60 63 66 72 _ 76 78 .._ 84 90 96 108 111 144 129 115 107 104 103 103 103 103 103 103 83 73 67 63 ' 61 i 61 61 61 61 61 70 61 55 52 50 49 49 49 49 49 57 49 44 41 39 38 38 38 38 38 4135 31 29 27 26 25 25 25 25 35 30 27 24 23 22 21 20 20 20 _ . 30 26 23 , 21 j 19 : 18 18 •7 17 1T 23 20 17 16 1 - 20 17 15 - : - 18 15 - NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert I. Oark,P.E. P.E.#39712 Structural INDUSTRIES Rend ffy: rate: bro. Or P.J.P. TRW 1070 TECHNOLOGY ORM P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS. FL 34274 Vertical Mull Width mull Length Horizontal Mull , Opening Width Multiple Mulled Units \Opening Width Mull 'Length' ChM Or rote: Swift/ma:me MULLS mull Length 4/28/00 04selMion: PRESSURE CHARTS - 1 1" STD. WALL MULLION Seam: NTS Shoot: 5.15 PRODUCT REVISED • cmplyteg u • ?WAY B•IdIeg Cods Acorpisus No0 9 • .05 141 INN .'17 Dade halal Coated Mike APPROVED AS COMPLYING YAM THE 5°Ijr "F fri i r I ir 37.7W1 PROD , ROL CANSION WADING CODE COMPLIANCE OFFICE 00 -040 t..v• A fX PTANCE NO wing No. 6620 46. MIAM1DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco Limited P.O. Box 6429 Jacksonville, FL 32254 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations govcming the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County or Florida Building Code. DESCRIPTION: Series "MPSII -41" Aluminum Single Hung Window — Impact Resistant APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung Window, sheets 1 through 6, prepared by Al- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02 -0128.06 Expiration Date: March 14, 2007 Approval Date: March 14, 2002 Page 1 .... i 0 ,/ /• I. _ I I. © jj ❖{ 9 1 1 1 47 1/2' 1 D.L.O. (VENT) 50' VENT WIDTH 53 1/5' a - w 1/8' ANN. CLASS 097' B4TERIAYER SEASTORM TYPE B CLASS TYPE 'A' 3/8' OVERALL THK. LAMINATED BY 'CARDINAL' GLASS TYPE 'C' 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' GLASS TYPE 'E' 3 /e OVERALL THK. LAMINATED BY 'MCP' 1/8' ANN. GLASS ONE PART SILICONE PECORA 895 OR TWO PART SILICONE 'PECORA 985 I/O' ANN. 01.55 1/0 AIR SPACE 1 /8' HEAT SIREN. CLASS .090' Pa8 INTERLAYER 1/8' MIN. CLASS ONE PART SIUCONE 'PECORA 895' OR TWO PART SILICONE 5 4 "pECORA 985' 1/6' ANN. 01„4.53 .090' INTERLAYER SAFLEX KEEPSAFE 1/9' ANN. CLASS ONE PART SIUCONE 'PECORA 895' OR TWO PART SIUCONE elpiCORA 955' I I V, 0 1e 1/8' HEAT SIREN. GLASS .090' PVB 9ftERLAYER 1/8' ANNEALED CLASS ONE PART SIUCONE 'PECOM 893' OR TWO PART SILICONE 'PE CORA 985' I *IF GLASS TYPE 'B' 3/8' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED GLASS 1/4' AIR SPACE 1/8' ANNEALED CLASS .097 INTERLAYER SEASTORM TYPE 8 1 /8' ANNEALED CUSS ONE PART SIUCONE 'PECORA 895'. OR TWO P A SILICONE 111111.1k EOORA 9e5• WO I GLASS TYPE 'D' 3/4' OVERALL THK. LAMINATED BY 'CARDINAL' 1/8' ANNEALED GLASS 1/4' AIR SPACE 1/8' ANNEALED CLASS .090' 1NTERLAYER DUPONT BUTACITE 1/8' ANNEALED CLASS ONE PART SIUCONE 'PECOM 895' OR TWO PART SIUCONE 'PECORA 955' 1,40, CLASS TYPE 'F• 3/4' OVERALL INK. LAMINATED 8Y 'CARDINAL' AT HEAD /SILL CORNERS 4 3/4' MAX. 5d 0 0 1/8' ANNEALED GLASS .009' FILM TP0 -2000 NR SPACE 1/5' POLYCARBONATE AIR SPACE .009' FIUA TPG -2000 1/e ANNEALED CLASS ONE PART SUCONE 'PECORA 695' OR TWO PART SILICONE 1 IECORA 985' f GLASS TYPE '0' 3/4' OVERALL INK. LAMINATED BY 'PROTECTNE GLASS 1N0.' 47 3/8' 0.1_0. (FIX. UTE) 14 1/2' MAX. HEAD /SILL WINDOW WIDTH FLANGF FRAME • m TYPICAL ELEVATION( TESTED UIGTS 6' MAX. HEAD /SILL CORNERS Encin OR. HUMAYOUN FARCOa STWJCTURFS M PE / 14SS7 FEB 1 3 MR 47 3/9' 0.L0. (FIX. UTE) 13 1/2' MAX. HEAD/SILL 47 1/2' 0.LO. (VENT) •50' VENT WIDTH 32 1/6' BUCK WIDTH FIN FRAME NOTES 1. THIS PRODUCT IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING 000E 1994 EDRION FOR MIAMI -GAOL COUNTY OR FLORIDA BUILDING CODE ALSO FOR WIND LAMS AS PER ASCE 7 USING CORRESPONDING LOADS. E. 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. APPROVED AS COMPLYWC WITH THE SOUTH FLORIDA 11UILDING C00E A 1 ..,. og - o U ^ cr o g eif 8 F 2 drawing no. W01 -81 BY PR•• •'NTROL DIVISION BU' • CODE COMPLIANCE OFFICE ACCEPTANCE N ()V2.% l,heaL 1 of 6 FLANGE FRAME WINDOWS DESIGN LOAD CAPACITY - PSP SHUTTERS NOT REQUIRED FLANGE DIMS. WI07H 19 -1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 53 -1/8' 19-1/8' 26 -1/2' 37' 53 -1/8' 19 -1/8' 26 -1/2' 37' 13-1/8' 19 -1/8' 26 -1 /2' 37 53 -1/8 19 -1/8' 26 -1/2' 37' 53 -1/6' HEIGHT 26' ( 38 -3/8' ( 50 -5/6' ( 5e• (5) e3• ( 72' (6) CLASS TYPES 'A' 'B' OR '5' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 70.0 70.0 70.0 58.5 70.0 70.0 70.0 49.8 1NT.( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 62.2 70.0 70.0 70.0 56.5 70.0 70.0 70.0 49.6 CLASS TYPES 'C 'D' OR '1' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 57,2 70.0 70.0 70.0 60.9 70.0 53.5 1 M.( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67,2 70.0 70.0 70.0 80.9 70.0 70.0 70.0 70.0 70.0 53.6 GLASS TYPE 'C' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.6 70.0 70.0 70.0 61.9 70.0 70.0 70.0 59.6 70.0 70,0 70.0 1 M, - 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 60.8 70.0 70.0 70.0 81.9 70.0 70.0 70.0 59.6 70.0 70.0 70.0 _ 55.6 55.8 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. WINDOW WIDTH (FLANGE DIMS) FIN FRAME WINDOWS DESIGN LOAD CAPACITY - PSP SHUTTERS NOT REWIRE) BUCK DIMS. WIDTH 24' 29' 32' 38' 40' 44' 48• 52' 24' 28' 32' 38' 40' 44' 46' 52• 24' 28' .32' 36' 40' 44' 49' 52' 24' 28' 32' 36' 40' 44' 49' 52' 24' 28' 32' 36' 40' 44 46' 52' 24' 20' 32' 38 40' 44' 48' 52' HEIGHT 26• (3) 38' (3) 44' ( 52 ( 60' (5) 72' (6) CLASS TYPES 'A' 'B' OR '8' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 89.8 63.9 58.5 70.0 70.0 70.0 70.0 63.5 57.4 53.1 49.2 1 HT.(-) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.6 83.9 59.5 70.0 70.0 70.0 70.0 83.5 57.4 53.1 49.2 CLASS TYPES 'C' 'D' OR 'P' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 63.1 70.0 70.0 70.0 70.0 68.8 61.9 57.3 53.1 1NT.( 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 63.1 70.0 70.0 70.0 70.0 ee.e 61.9 57.3 53.1 CUSS TYPE 'G' EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 85.5 70.0 70.0 70.0 70.0 70.0 70.0 60.8 70.0 70.0 70.0 70.0 70.0 05.0 59.6 55.1 1 HT.( -) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 e5.5 70.0 70.0 70.0 I 70.0 70.0 70.0 70.0 70.0 70.0 70.0 59.6 59.8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.1 06.1 60.6 70.0 70.0 70.0 70.0 70.0 85.0 59.6 55.1 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAM8. BUCK WIDTH Emir. OR. HUNAYOUN 61400.1 6TRUC UREB M PE 6 10551 FEB 1 3 2002 APPROVED AS COIAPIY010 V67H THE S)uTN MIA K 1 9 /I.ti "E D 1 y A. 9Y 271777/ PRO. •. NTROI MORON 8.11.- CODE COMPLIANCE 0 E ACCEPTANCE NOQ2.-O( 2 r dnaving n:1 TYPICAL ANCHORS SEE ELLV. FOR SPACING EXT. OR P(T. FINISHES. NOT BY KWCO• ..: T191CAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 38Y 9000 BUCK a: . • METAL STRUCTURES (STEEL OR ALUM. 1/8 MIN. THICK) STEEL : Fy - 35 K51 MIN. ALUMINUM : 000.1 -T5 MIN. • TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 2BY 9000 BUCK WINDER( WIDTH O TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH EXTERIOR D.L OPG. WINDOW WIDTH FLANGE FRAME WINDOW E'' DIE WUAYOUN FM000 STRUCTURES FLA. PC / 16567 MAX •••;41 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA : • • DE OA k ..• 1 1 BY v W 1/1 .�g drawing no. WO1 -81 8 TYPICAL ANCHORS; set ELEV. FOR SPACING 112 2,15 INTO 28Y W000 BUCKS OR W000 STRUCTURE t -1/2 MIN. PENETRATION INTO WOOD 3/18 TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8' MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 3/18' TEKS OR SFI F mourn ING S(RFW$ INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) 110 SMS OR SF1F DRIWNG SCREW$ INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES; Wl 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE AT 5' FROM EACH ENO AND AT MID SPAN 1BY OR 2BY W000 BUCK DADE COUNTY APPROVED MULLION VENT WIDTH 0.L OPO. WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. x 3/4' ems (2) PER OUIOE FEB 1 2 2002 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4 SHIM PR•• . ' OLWVISION 4 BUILD! CODE COMPLIANCE OFFICE ACCEPTANCE NOV - (1127c•Ob l (sheet 32 f 6 ) 1 BUCK WOTH BUCK WIO1N FIN FRAME WINDOW x7mi774 ! ,_ ( �U z O — P4 lE 7g. Agg U ^ o o C3�1_ 1 Growing no. WO1 -81 S u ILLUSTRATIVE OILS. ONLY ExT, OR INT. FINISHES NOT BY HINCO WI TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING /1O SMS INTO WOOD STRUCTURES 1 -1/4' MIN. PENETRATION INTO WOOD 110 SMS OR SFIF DRILLING SCRFWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) WEEPHOLES: W1 v 1" X 1/4' WEEP HOLE WTTH PLASTIC BAFFLE AT S" FROM EACH END AND AT MID SPAN TYPICAL. ANCIERS SEE ELEV. FUR SPACING 1/4' MAX OAP DADE COUNTY APPROVED MUUJOR TYPICAL ANCHORS SEE ELEV. FOR SPACING I W000 STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. VEIN YAM /e x 3/4' SMS (2) PER GUIDE I/4 M,O. Engn DR NUPAYGMN WOOD FLA. PE 16557 FEB 1 3 2002 APPROVED AS COMPLYING WITH TH£ DAUTM MUl BY PROD •• NTROL DIVISION . BUILD - CODE COMPUANCEOF •' ACCEPTANCE NO 0,7 Z5,•OCD sheet 4 Of .120 -- 11.563 (1) FRAME HEAD (FLANGE) 2.661 r-1.375-1 I-- 2.000) .813 Q3 FRAME JAMB (FLANGE) 1.563 1.126 (2) FRAME SILL (FLANGE) I .185 --1] .145 TT T ' � 153 -7 TPE (RIGID) r r,D7G F. L POLYPROPMENE (FLEXIBLE) 1© CLASS SPACER SCALE +:1 LATCH 2.691 1.125 .375 .813 .120-.11.-1.583 to FRAME HEAD (FIN) 1.08.3 - 1.375 1.583 1.128 1.125-L1.500 —1 .813 FRAME JAMB (FIN) .012 .375 1.125 .709 1.370 2.891 FRAME SILL (FIN) .062 2.688 h -.120 1.250 1.107 n VENT SIDE RNL et3 .437 (5) FIXED MEETING RAIL n VENT TOP RNL n VENT BOTTOM FLAIL 1.806 093 410 LI 485J SASH STOP Q GLAZING BEAD -7/8' GLASS GLAZING EEEAD -3/8' GLASS REM N0. PART NO. IA 2 2.4 3 3A 4 5 8 7 e 8A 9 10 11 12 13 14 15 18 17 18 19 20 KCO -2041 KCO -2051 KC0 -2042 NCO -2052 KCO•2043 KCO -2053 600 -2045 KC0 -2046 x00 - 2047 KCO -2044 RP -800 RP-801 KCO -242 YR -2009 W23151/10 W23171N0 L -049 13129 KCO- 2050 -A QUANTITY 2 2 1 2 4/ LATE 4/ LITE AS RECD. AS RE00. AS 6E00. AS REO0. AS RE00. 2 2/ VENT U -4333 13130/13031 AS RECD. 2 2 2 DESCRIPTION FRAME HEAD (FLANGE) FRAME HEAD (FIK) FRAME SILL (FLANGE) FRAME SILL (FIN) FRAME JAMB (FLANGE) FRAME JAMB (FIN) VENT TOP RAIL VENT 60TTOU WAIL VENT SIDE RAIL FIXED MEETING RAIL GLAZING BEA0-7/8' GLASS GLAZING BEAD -3/6' GLASS SASH STOP FRAME ASSEMBLY SCREW VENT ASSEMBLY SCREW GLASS SPACER FIN SEAL WEATHERSTRIPPING FIN SEAL WEATHERSTRIPPING 5 /e' SPIRAL BALANCE SNIP IATCK 3' LONQ W/ SPRING BULB WEATHERSTRIPPING VENT TOP GUIDE VENT BOTTOM GUIDE BALANCE BRACKET MATERIAL 6003 -T6 8363 —T8 6063 -T6 6063 -T8 8063 -T8 6063 -TS 8083 -T6 8083 -T6 6003 -18 6083 -r6 RIGID PVC RIGID PVC 6083 -r8 SEE DTL. NYLON NYLON NYLON 6063 —ra %INF. /SUPPLIER /REMARKS /8 X 1' PMPH SMS #8 X 1' PNPN 5M5 OVAL OUROMETER ULTRAFAB .1505.187 OR ECUN. ULTRAFAB .1700.187 OR EGUN. CALDWELI ULTRAUR /SPIREX 9' FROM (AC14 END (HUGHES SUPPLY) 0 -LON .3000.190 ASHLAND PR000CTS ASHLAND PRODUCTS Envy OR. HUMAYOU4. FAR000 STRUCTURES ISA. PE ► 18557 FEB 1 3 2002 APPROVED AS COMPLYING YARN THE SOUIN FI0ORIDA BUR01�' p . BY PR•. T •'NTROL ORISON BUR0910 000E CCMPUANCE OFFICE ACCEPTANCE 1002 Xn d� ; o a I8 6. E ^ _ ,8 o <Ai Ca. PS WIO Growing no. WO1 -81 (sheet $of 8 FRAME CORNERS (FLANGE) FRAMF CORNFRS (FIN) . * PIA Pt / 1 S'177 VFNT CORNFR f)FTAIL 11 APPROVED AS COMPLYING WTN THE SOUTH 10t • OE worm. .'ly er w //177. t PR•• •• 01 DIVISION SURD ` AA/ ECOMPUANCEO FEB 1 3 1002 ACCEPTANCE NOOZ' CI LZQ'U U z k 1 drawing no W01 -81 (sheet 6 of 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kinco, LTD. 5245 Old Kings Road Jacksonville, F132254 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "MPFX" Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0315.01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 Page 1 Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -112, titled " MPFX Aluminum Fixed Window (L.M.I.). ", sheets 1 through 6 of 6, dated 12/12/03, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154W -2 dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -1 dated August 18 thru November 13, 2003, signed and sealed by Ramesh Patel, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NON No 0441315:01 Expiration Date: June 03, 2009 Approval Date: June 03, 2004 Kinco, LTD. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared Certified Testing Laboratories Architectural Division., Test Report No. CTLA- 1154 -W -3 dated September 2, 2003, signed and sealed by Ramesh Patel, P.E. CALCULATIONS 1. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Al- Farroq Corporation, dated 03/06/04, signed and sealed by Humayoun Farooq, P.E D. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to "E.I. DuPont DeNemours" for "Sentry Glass ® Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No.03- 0421.01 issued to "Solutia Inc." for "Saflex HP Interlayer for Laminated Glass" dated 05/22/03 and expiring on 04/14/08. 3. Notice of Acceptance No. 03- 0514.15 issued to "Oldcastle Glass Inc." for "Storm Glass" dated 12/11/03 and expiring on 12/11/08. F. STATEMENTS 1. Statement letter of no financial interest, dated December 29, 2003, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance, dated December 29,2003, signed and sealed by Humayoun Farooq, P.E. G. OTHERS 1. Letter from consultant stating that the product is in compliance with the Florida Building Coda (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04;0315.01 - Expiration Date: June 03, 2009 Approval Date: June 03, 2004 .9/1 lY 11'%3H X3119 11 I I 1 ' II it n N 11 11 R U N •odo,.a 1 II II II II II II t II II II II • JL i� II II l r _ N 11 n N II II 11 P N u n 11 N - II 11 SERIES MP,FX ALUMINUM FIXED WINDOW (L.M.I.) DESIGN LOAD R FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. WINDOWS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. APPROVAL APPUES TO FIXED WINDOWS OF FLANGE OR FIN FRAMES. ALSO SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROJED MULLIONS. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE MGM VELOCITY HURRICANE ZONE OF THE 2 1 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL: ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR VERIFI BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR REC SHOW 1 N DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE e MAX. FROM ENDS 33 1 /0 12' MAX. EAD/SLL D.L OPO. 3e' BUCK WIDTH f1ANCF FRAMF Fl orid . B . C... D .1.I 'A -.71.4[01 MU Ar e LIM 4 ]I� 7 '' SURFACE O'TIONAL FALSE MUNTINS l�LELEV lL itl) UNITS 33 /e• 0.1. OPG. 36' 6' MAX. FROM ENDS i hK N1:M11t tN AR000 SIICICTVRES ra rE /a6T APR 2 1 2004 BUCK WIDTH FIN FRAME 1 6 5 8 o G 2 V o a o? l droning no. W03-1 12 l/8' ANN. OR TEMP. CUSS 3/8' MR SPACE 1/8' MN. CLASS • GLASS I 'GROUP 'A' INTERLAYER .090' DUPONT SENTRYCUS PLUS OR .100' SOLUIA HP 100 OR .075 SOLUT1A STORK GLASS 1/8' MIN. GLASS TWO PART SIUCONE PECORA 985' OR MA SIKAFLEX 552 OR ONE PART SILICONE S = PECORA 895 1�F1�1 ■, rrr 1/8' ANN. CUSS MTERLAYER 090' DUPONT SEHTRYCLAS PLUS OR .100' SOLUTLA HP 100 OR .075 SOUlTIA STORM GLASS 1/8' ANN. GLASS .. I� TWO PAM SILICONE PECORA 985' OR 1 J O PART SI R 552 OR ONE PART SIUCONE PECORA 895 1/8' ANN. OR TEMP. CUSS 3/8' MR SPACE 1/8' HEAT STREW°. CLASS GLASS' GROUP 'B' INTERLAYER .090' DUPONT SENTRYOUS PLUS OR .100' SOLUM HP 100 OR .075 SOL.UTIA STORM GLASS 1/8' HEAT STREW,. CLASS TWO PART S1UCONE PECORA 985' OR SIKH SIRAFLEX 552 OR ONE PART SILICONE PECORA 895 1/8' HEAT STRENT). CLASS INTERLAYER .090' DUPONT SENTRYGLAS PLUS OR .100' SOLtWRA HP 100 OR .075 SOLUT1A STORM CUSS 1/8' HEAT STREN'D. O1AS5 TWO PART SILICONE 'PECORA 983' OR SIKH SRUFLEX 532 OR ONE PART SIUCONE PECORA 895 3/18' ANN. OR TEMP. CLASS 3/8' AIR SPACE 3/16' MIN. CUSS / TWO PART E 552 PECORA 985' OR SIKH SIKAFLD( 532 INTERLAYER .090' DUPONT SENTRYCUS PLUS OR .075 SOLUTIA STORM CLASS 3/19' ANN. CLASS 3/18' ANN. CUSS INTERLAYER 090' DUPONT SENTRYCLAS PLUS OR .075 SOUTTIA STORM GLASS! 3/16' ANN. CLASS GLASS GROUP 'C' TWO PART SUCONE PECORA 985' OR SITU SI%MLDL 552 AM ravel .. e.orbint.M 6M o:1 irt NOAe Il �SIG7IArIl Ml.al'" ' 18 ..1 3/16' ANN. OR TEMP. CUSS -3/8' MR SPACE 3/16' HEAT STREWD. GLASS INTERLAYER .090' DUPONT SENTRYCUS PLUS OR .075' SOUJTIA STORMGLASS 3/18' HEAT STREN'O. CLASS 01 ]E1411 ) TWO PART SIUCONE GLASS CROUP 'D' Enron DR. HU1aAYry11i FM600 SDNG19805 FLA. PP 10557 CAN 3539 APR Z 1 2004 3/18' NEAT STRENO. CLASS INTERLAYER ` 090' DUPONT SENTRYCU5 PLUS OR .075' SOLUIA STORMGLASS 3 /18' HEAT STREN'0. CUSS TWO PMT SIUCONE PECORA 985' OR I R) SIKH SIKAFIE% 352 11110y - T1 r 3 qq � G 0. 7 i z z 4 :F 0 n U 0. a O U atw 2 i W N 3 H drawing no. W03-1 121 (sheet 2 of 6) DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY!- PSF BUCK DIMS. ANCHORS TYPE 'A' CHORS TYPE '8 BUCK DIMS. ANCHORS TYPE 'A' iNCHORS TYPE 'E MASS GROUP 'A' GLASS GROUP '5' GLASS GROUP '0' 01AES GROUP '9' GLASS GROUP 'D' GLASS GROUP 'A' GLASS GROUP '8 ' CSS ROW 'C' U CLASS GROUP AL - FAROOQ CORPORATION ENGINEERS, PLANNERS A PRODUCT DESIGN 1235 SW 87 AVE MWAI, FLORIDA 33174 TEL (305) 26h81OD FAX. (305) 262 -6978 COMP-A/8. W0: WIOTM LENGTH DCL( +) INT.(-) EXT.( +) TNT.( -) EXT.( +) INT.(-) EXT.( +) 1N T.(-) OR.( +) INT.(-) WIDTH I LENCT11 EXT.( +) INT.( -) IXL( +) INT.( -) IXT.( +) INT.(-) OCT.( +) 24' 30' 36' 42' 48' 54' 60' 48' 66.7 66.7 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 16 -1/0' 25 -1/2' 36' 52-1/8' 70.0 70.0 83.0 70.01 85.0 70.0 58.2 58.2 70.0 85.0 70.0 71.8 70.0 85.0 70.0 55.0 70.0 70.0 65.0 70.0 I 85.0 70.0 52.4 52.4 70.0 85.0 65.6 65.0 70.0 83.0 70.0 65.0 70.0 1-P7-■ 70.0 05.0 70.0 I 65.0 70.0 50.8 50.8 70.0 85.0 57.1 57.1 70.0 05.0 70.0 85.0 63.1 70.0 83.0 70.0 i 79.2 70.0 47.9 47.9 70.0 85.0 50.0 50.0 70.0 85.0 70.0 85.0 18 -1/6' 25 -1/2' 38' 52 -1/8' 77 -3/8' 70.0 85.0 70.0 63.0 70.0 1 85.0 70.0 - - - - 30.0 50.0 70.0 85.0 70.0 85.0 70.0 71.4 70.0 85.0 70.0 ; 85.0 70.0 - - - - 50.0 50.0 70.0 80.0 70.0 85.0 64.3 64.3 70.0 05.0 66.7 t 86.7 70.0 24' 30' 36' 42' 48' 54' 80' 82.5 62.5 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 46.3 45.3 70.0 65.0 61.8 I 61.6 70.0 47.7 47.7 70.0 85.0 88.0 66.0 70.0 83.0 70.0 85.0 18 -1/8' 23 -1/2' 36' 52-1/8' 49 -5 /8' 70.0 51.0 70.0 85.0 70.0 f 85.0 70.0 40.0 40.0 66.7 79.9 58.6 36.6 70.0 03.0 70.0 65.0 63.3 63.3 70.0 85.0 70.0 I 77.9 70.0 - - - - 64.1 54.1 70.0 84.4 70.0 65.0 50.5 50.5 70.0 85.0 64.4 I 64.4 70.0 - - - - 50.0 50.0 70.0 80.0 70.0 85.0 - - - - 48.4 I 48.4 67.7 - - - - 44.4 44.4 62.2 75.8 62.2 75.8 16-1/8' 25-1/2' 0' 5z -1 /5' 82• 70.0 77.3 70.0 85.0 70.0 1 05.0 70.0 39.2 59.2 70.0 85.0 70.0 77.6 70.0 - - - 40.0 40.0 56.0 68.0 56.0 68.0 80' 24' 30' 36' 42' 48' 34' 80' 24' 30' 38' 42' 48' 54' 80' 72' 84' - - 70.0 82.5 70.0 85.0 70.0 83.0 38.3 36.3 65.8 70.8 57.6 57.5 70.0 ! 60.0 60.0 70.0 85.0 66.0 66.0 70.0 65.0 70.0 85.0 - - - - 46.0 40.0 64.5 76.3 64.7 78.3 40.3 40.5 70.0 61.0 - 53.0 53.0 70.0 85.0 70.0 83.0 18 -1/8' 25 - 1/2' 36' 52 -1/8' 71' 70.0 75.9 70.0 85.0 70.0 83.0 70.0 63.0 70.0 65.0 - - - 49.0 49.6 70.0 77.4 70.0 85.0 56.4 56.4 70.0 85.0 70.0 77,6 70.0 65.0 70.0 65.0 - - - - 46.2 48.2 70.0 72.0 70.0 83.0 - - - - 53.0 55.0 70.0 85.0 70.0 85.0 - - - ! 58.3 ! - - - - - - 36.3 - - - - - - 70.0 - - - - - .- 85.0 - - - 43.8 40.0 70.0 86.0 55.0 47.1 43.8 40.0 82.5 66.0 55.0 47.1 62.2 56.0 70.0 70.0 70.0 70.0 66.3 65.8 85.0 83.0 81.5 73.1 62.2 56.0 70.0 70.0 70.0 70.0 75.8 68.0 65.0 85.0 85.0 85.0 - - - - 44.8 44.8 64.5 78.3 84.5 78.3 16 -1/8' 23 -1/2' 36' 52 -1/8' 77• 75.0 70.0 85.0 70.0 85.0 70.0 63.0 70.0 85.0 54.7 70.0 85.0 70.0 .77.6 70.0 85.0 70.0 85.0 - - - 55.0 55.0 70.0 65.0 70.0 85.0 - - - 42.8 ! 42.0 64.5 72.9 643 78.3 F J n 'J p ? _ O p V1 ' Z a Y "' p 2 h 0 - - - - 43.1 43.1 67.2 57.2 70.0 85.0 BUCK 01M5 I - - • .. - • 38.7 36.7 62.2 82.9 822 75.6 - - - - 33.0 33.0 42.0 S 1.0 42.0 31.0 24' 30' 38' 42' 48' 54' 96' 57.0 57.0 70.0 85.0 70.0 82.5 70.0 85.0 70.0 85.0 ! - - - - 66.0 66.0 70.0 85.0 70.0 55.0 I . 1 - - - 55.0 65.0 70.0 78.8 70.0 85.0 W • - - - - 45.1 45.1 70.0 70.2 70.0 85.0 FLANGE FRAME WINDOW - - - - 37.2 37.2 84.0 04.0 70.0 74.4 I. - - - - 33.0 33.0 46.7 56.7 46.7 56.7 24' 30' 38' 42' 48' 108' - - - - 70.0 812 70.0 85.0 70.0 8 j BUCK DIMS I - - - - 68.0 68.0 70.0 85.0 70.0 85.0 /fir G , , f I - - ••••• - 55.0 55.0 70.0 76.8 70.0 85.0 ■ - - - - 41.6 41.6 68.1 68.1 70.0 83.2 .W.>2 inn' _ 1 - - - - 33.2 33.2 52.5 61.7 52.5 63.8 . lL IIu 24' 30' 38' 42' 1p• - - - - 70.0 80.2 70.0 85.0 70.0 115.0 1 _ - -. - 80.0 88.0 70.0 85.0 70.0 ao FIN FRAME WINDOW Box: wan, MCI LENOT11 DIIENSI0NS CAN OE ORIENTED VERTICALLY OR MOi6ZOWT*Ui' AS 5110914 ABOVE e����� - - - - 55.0 55.0 70.0 75.3 70.0 65.0 - .. -. - 39.3 39.5 00.0 68.5 80.0 72.9 • - _ _ ' q :T.' t� ^ 8 9 1 E . E 8 ' 24' 30' 36' i - - - - 70.0 79.4 70.0 65.0 70.0 85.0 APPmedueonppLE M181 N .. - . , AA: T.pr DR. NCNAIOVNd)A0O$ FLA. CTORCt67 C.A.N. / APR 2 1 2004 132' - - - - 63.2 65.2 70.0 83.0 70.0 85.0 - - - - 53.2 33.2 70.0 74.1 70.0 85.0 24• 30' SB' _ - - - 87.6 07.0 70.0 85.0 70.0 85.0 : NOAH S1 !''* .7j. A 144' - - - - 34.3 64.3 70.0 03.0 70.0 85.0 f>t d! drawing no W03 -1 1 - - .. drawing - 50.8 30.8 70.0 73.1 70.0 83.0 sheet 3 of 6 -1n xi;. • i . . + , I . MIDI ANCHORS SCE ELEV. FOR SPACING METAL STRUCTURES (STEEL OR ALUM. 1/S• NN. NIP() STEEL : Fy 35 KA MIN. ALUMINUM : LO53 —T5 MIN. TYPICAL ANCHORS SEE CLEWS FOR SPACING a TYPE 'A' TYPE 'A' MY OR 2BY WOOD BUCK TYPICAL ANCHORS; sEE ELEv. FOR SPICING . TYPE 'A' 3/113' TAPCEN4 INTO 20Y WOOD BUCKS OR WOOD STRUC RE 1 - 3/8' MIN. PENETRATION INTO W000 THRU 18Y BUCKS INTO MASONRY OR DIR CTLY INTO MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B' 1/4' TAPAONS INTO 2BY W000 BUCKS OR W000 STRUCTURE 1 -3/8' MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY OR 'B' 112 TM OR SR F DPoIIINC: SCRFW5 INTO METAL STRUCTURES (1/8' MIN. THICKNESS) (1/4' MAX. SHIM SPACE) OR 'B' 112 SUS OR SFI F ORII I INO SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) DARE ODUNTY AMC) MUWON SEE SEPARATE NOA BUCK WIDTH EXTERIOR ILL OPO. WINDOW WIOTN W000 BUCKS NOT.BY KINCO. MUST SUSTAJN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. App:a.al *tal with lire FIorW. Ba D.ta L a NOAI JI - Albl'1 =>Q�l Mbml D•d• P • • id TYPICAL ANCHORS SEE ELEV. FOR SPACINO 1 FLANGE FRAME WINDOW nn O MNI drawing no. W03 -112 (sheet 4 of 6 ILLUSTRATIVE DILS ONLY EXT. OR INT. FINISHES NOT BY NUAI 0 TYPICAL ANCHORS SEE ELEV, FOR SPACING t' TYPICAL ANCHORS; SEE rim reR SPACING TYPE 'A' OR '13 111L24.5 INTO WOOD STRUCTURES 1-1/4 MIN. PENETRATION INTO WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. GAP J12 SMS OR CF1 F nRo /NCt SCRFWS INTO DADE COUNTY APPROVED MULUONS (NO SHIM SPACE) euctc %rpm EXTERIOR 0.L OPG. DADS COUNTY PR.° MULLION TYPICAL NHO RS SEE SEPARATE 140A SEE ELEV. FOICSPACING WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1111 71 3 .‘" 246"641 utcr: cot. NUMAYOUN PIR000 .sYRUCIVRES ILA. PE LIESE7 CJ4 538 APR 2 1 2004 Anano.mppravoriAdi: 6601:7111.12...:: th. MUM Nal I'd • .1 YIN FRAME WINDOW Alil drowinq no. W03-1 W03 -112 sheet 5 of 6 6 .563 — .803 T Li .078 FLANGE FRAME K00 -2037 —L321 . .440 FIN FRAME KC0-2050 2° r .062 GLAZING STOP c- 30822e 2.691 1.438 1.437 [TBM PART KCO-2057 IA 000 -2036 2 0-326229 3 4 QUANTITY 4 4 4 2/ CORNER AS RE00. _ DS60U}T10N RINDOR FRAME w1N00W FRAME GLAZING BEAD FRAME ASSEMBLT SCREWS 01.22140 0020 SCREWS MATERIAL 0003 -TS 6063 -16 6003 - 13 MANF. /SUPPLEER/REMARK9 /6 x 1 9140 /6 X 1 -I/2' s13 FRAME CORNERS SEALED W1In NARROW JOINT SEAM SEALER. FRAME CORNER CONSTRUCTION A a �� wM1 dM Fko1d48 M E How sI � Y ' ' l'e' taw DY CHOW DN. NUMAYOUN WOW STRUCTURES FLA. P0 16567 CAN 333a _ APR 2 1 2004 q 3 3 1 0 o � cc n y pp H 2 J p s J L 8°15;§ tel ' + 2 24 drawing no. W03 -112 sheet 6 of 6 2. CM 11 PRODUCT CONTROL NOTICE OF ACCEPTANCE Kinco Ltd. 5245 Old Kings Road North Jacksonville ,FL 32254 Your application for Notice of Acceptance (NOA) of: Series "RW- XI;IP" Aluminum Horizontal Sliding Window 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 NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time 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 by 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.: 01 -0525.01 EXPIRES: 12/24/2006 APPROVED: 08/02/2001 THIS LS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMIVHTTEE 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 Miami -Dade County, Florida under the conditions set forth above. %\ s04500011pc2000 \ \tereplatesnotice acceptance corer page.dot Internet mail address: postmaster ®buildingeodeonliae.com MTAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAOLER 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 DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office Homepage: http : / /www.buildingcodeonline.com Kinco Ltd. ACCEPTANCE No.: 01 -0525.01 APPROVED AUG 0 2 2001 EXPIRES : December 24, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 1009.02, which was issued on December 24, 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 Series "RW -XHP" Aluminum Horizontal Sliding Window and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -55, Sheets 1 through 5 of 5, titled "Series RW -XHP Aluminum Horizontal Sliding Window", prepared by Al- Farooq Corporation, dated 07/29/98 and revised on 5 /10/01, signed and sealed by Humayoun Farooq, 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 bc 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. 2 .. _. e Perez, P.E. Product ' on ' of Examiner ro ' • ntrol Division Kinco Ltd. ACCEPTANCE No.: 01 -0525.01 9. This Notice of Acceptance consists of pages 1, 2 and this la APPROVED ge 3 Manuel Product END OF THIS ACCEPTANCE 3 AUG 0 2 .2001 EXPIRES : December 24, 2006 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. rez P.E. Product Co trol Division Kinco Ltd. ACCEPTANCE No.: 01- 0525.01 APPROVED : AUG 0 2 2001 EXPIRES : December 24, 2006 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not Part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W98 -55, Sheets . 1 through 5 of 5, titled "Series RW -XHP Aluminum Horizontal Sliding Window", prepared by Al- Farooq Corporation, dated 07/29/98 and revised on 5/10/01, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of a Horizontal Sliding Window, glazed with 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2071, dated 06 /25/98, signed and sealed by Gilbert Diamond, P.E. 2. Tcst reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked up drawings and installation diagram of a Horizontal Sliding Window, glazed with 1/8" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2070, dated 06 /25/98, reissued 8/31/98, signed and sealed by Gilbert Diamond, P.E. C. CALCULATIONS 1. Anchor calculations and comparative analysis, prepared by Al- Farooq Corporation, dated August 22, 1998, revised on May 17, 2001, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Letter from Kinco, Ltd., dated May 18, 2001, stating that the product has not changed since it was originally approved. 2. Letter from Al- Farooq Corporation, dated May 18, 2001, stating that the engineer who performed the review of the product is still in the engineering business. 3. Statement letter of conformance, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 4. Statement letter of no financial interest, dated Aug. 28, 1998, signed by Humayoun Farooq, P.E. 5. Laboratory Compliance Letters for Test Report FTL -2070 and FTL -2071, dated July, 10, 1998, signed and sealed by Gilbert Diamond, P.E. F. OTHER 1. Notice of Acceptance No. 98- 1009.02, issued to Kinco Ltd. for their Aluminum Horizontal Sliding Window, approved 12/24/98 and expiring o42/24I91. Manuel erez, P.E. Product Con xaminer Produc Cetiitrol Division E -1 i SCE CHART FOR 110. OF ANCHORS AT HCADCR SILL •d, 0-' 15 -1/4' MAX. 24 I/5• TN 74' ?ARDOR WIDTH TYPICAL ELEVATION ( XOX) TESTED SIZE . 1 /PPRT)VFO CONFIG URATION$ • CLASS' WIDTHS TO BE EQUAL ON MOVING AND FIXED LIES SURFACE APPLIED MMTINS OPTIONAL SERIES RR —MR .ALUM. EORT2. QTTDING WINDOWS COMPARATIVE ANALYSIS CHART BASED OH F1-2070 TEST SITE - 74' X 50 -9/10' (X0X) 2 7/4' MAX. TEST LOADS - +82.5, -82.5 PSF DESIGN LOADS - +55.0, -55.0 PSF WATER INFILTRATION TEST - 8.25 PSF TESTED CLASS - 000 -18N AIRD l IMPACT RESISTANT SHUTTERS REQUERED DESIGN WAD CAPACITY - PSP (D8B - ANN. GLASS) • WIDTH 06 -0/8' 20 -5/6' DESIGN LOAD CAP/MIT - PS? (DEB, - ANN. GLASS) WINDOW DIMS. ES' 37' 49' 61' 72' E5' 77' 49' 26 -1/2' 37' 53 -V8' 74' 06 -1/e' 07' 59 -1/B' 74' 26 -I /e' SD -5 /0' ANCHORS HEAD SILL EIES: 1. TNR STRUCTURE 13 DESIGNED AS PER THE SOUTH FLORIDA BUILDINO CODE 1994 EDITION FOR DAOE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7-86 USINO CORRESPONDING. LOADS. L WOOD BUCI1 BY OTHERS, MUST 62 ANCHORED PROPERLY TO TRANSFER LOADS TO TNT STRUCTURE. S. ANCHORS SMALL BE AS USTLD, SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SMALL 82 BEYOND WALL DRESSING OR STUCCO. APPROVED AS COMPLYING WITH THE BOUTH'FTARIOA 6U,108 3C00E drawing no. W98 -55 SEE CHART FOR N0. OF ANCHORS AT HEAD OR SILL r MA)c 2 3/4' MAX. J g 15 1/4' MAX, O 01... 3/16' ANN. O _ I/4" MN. " - '3/16" TEMP. OL" - " © 11 11 11 II • 1 1 3/16' ANN. OL L__1/4' INN. 00. . -_. 3/16' TEMP. GL.."-- I !I ,: 33 1/2' D.L. OPO. 30 I/O' 112' WINDOW WIDTH TYPICAI FI INATIOT{ ( xox ) TESTED SI7F SURFACE APPLIED )OAITINS OPTIONAL APPR(TVFD • CONFICURATIONS CLASS WIDTHS TO BE EQUAL ON MOVING AND FIXED UTES /QS VENT WIDTH 1 0881011 LOAD - P3P (101 61185) 1WHND011 DIMS, WIDTH 73• 05• 97' 109' 73' 03' 97• 109' 73• 55' 97' 109' 73' 05• 97' 109• 74' 74' 74' 74' HEIGHT 25• 37' 49' 61' 56' 30 -3/5' 50 -5/8' 6Y ANCHORS HEAD 7 0 9 10 7 8 9 10 7 7 6 9 10 7 7 7 7 SILL 6 7 e 8 6 7 e e 6 7 e 0 7 e 6 6 3/10' ANN. OLA10 E %TAN 554 55.0 554 55.0 53.0 55.0 55.0 55.0 35.0 510 523 502 554 45.9 45.0 39.3 33.0 510 510 54.5 207.1 -) 904 904 904 904 01.7 79.2 7L2 63.3 6L7 594 58.3 53.0 49.5 43.9 42.0 393 90.0 77.7 38.9 47.3 1/4' ANN. 51A53 3/16' TIDLP. OIA95 E%T.0) 554 554 55.0 35.0 55.0 33.0 534 53.0 55.0 534 55.0 554 33.0 55. 51.4 47.9 520 55.0 554 55.0 1074 -) 90.0 904 90.0 90.0 81.7 00.1 794 761 61.7 60.5 59.7 594 49.5 466 47.9 47.4 904 77.7 569 47,3 MOOS RIT- (HP ALUM. HORIZ. SLIDING RINDOITS COMPARATIVE ANALYSTS CHART BASED ON FTL -2071 TEST SIZE - 112' X 83' (XOX) TEST LOADS - +07.5 -07,0 Sf DESIGN LOADS 4. +4 - 45.0 PSF WATER INFILTRATION TEST - 8.25 P5F TESTED GLASS - 1/15'- 1NNFi_0 IMPACT RESISTANT SHUTTERS REQUIRED 1 imr. D0. MUw0YOUN IM000 6TRUC1URI3 M PE 1 10557 JUL 17 '001 DEMON LOAD CAPACITY - POP (20 OR 01 SCla8) R03000r DINS. WIDTH 05' 37' 49' 61' 73' 25' 37' 49' 61' 73' 25' 37' 49' 61' 73' 55 3'7' 49• 61' 73' 26 -1/8' 37• 53 -1/0' 74' 26-1/5' 37' 53 -1/8' 74' 26 -1/9" 37' 53 -1/5' 74. 96 -1/!' 37• 531/0' 74' HEIGHT 25' 37' 49' 61' 26' 38 -3/8" 50 -5/5' 63' ANCHORS 41EAD 3 4 5 6 7 3 4 5 6 3 4 3 6 7 3 4 3 6 7 3 4 7 7 3 4 5 7 3 4 3 7 3111. e 4 4 3 6 2 4 4 5 6 4 4 5 6 e 4 4 5 6 3 4 6 3 4 6 3 4 5 6 2 4 5 3/10' ANN. CLASS EAU.) 55.0 55.0 554 55.0 55.0 554 554 53.0 554 33.0 55.0 55.0 55.0 55.0 50,6 55.0 555 554 452 39.1 534 554 5,5,0 554 555 35.0 53.0 53.0 55.0 554 520 484 554 55.0 40.3 37.4 1117.1 -) 90.0 90.0 90.0 90.0 904 90.0 90.0 56.9 74.7 654 772 693 65.6 55.4 50.6 654 555 52.7 42.0 39.1 90.0 90.0 90,0 86,1 90.0 868 77.3 621 70.5 67.3 50.6 404 566 54.1 47.1 37.4 1/4' ANN. CUAS8 5/16' TEND. C1A3! 087.0*) 55.0 554 55.0 554 554 • 554 55.0 554 554 55.0 55.0 35.0 55.0 55.0 53.0 550 55.0 554 53.4 47.7 510 55.0 550 55.0 510 510 554 530 534 555 354 554 555 575 554 452 547..4 90.0 . 90.0 90.0 90.0. 90.0 904 90.0 86.9 03.8 80.5 Tae 69.6 654 632 61.7 684 35.8 55.7 504 47.7 90.0 920 80.0 90.0 90.0 868 77.3 77.3 70.5 67.3 50.6 58.9 56.6 54.1 47.1 452 APPROVED AO COMPLYING WITH 1H5 SOVTN fG • ' i. ay PRO. • CO IX. 02161014 CO6IPLIA1C20PTICE AccommQ110 01 -0 S'ZS, d , 8 0 1 1 drawing no. W98 -55 6h6at1of J� TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SD ELEV. A a• r ^ I'BY CR !'BY VOOD SUCKS 4 . 4 ( 10 X 1/2' SMS 0 12' O.C. . WOOD BUCKS NOT BY KINCO LTD.. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL � S C WY 0000 EFJC 1 3 4 3 6 7 6 9 10 11 l2 13 14 13 16 17 IS 19 11 22 R3 PART AF -11146 AF -18130 AF- 334693 Ar- 334698 Ar -11382 AF -18177 AF- 333041 K-12141 AF -12142 AF -11143 AF -10163 L -013 08-178 411 141 7318 7710 60X7/0' SMS 66x1' FM SKS 66111' M SMS 7730-133 7330 -169 q'JANTITY INVENT 1/ VENT 1/ VENT 1/ VENT 1/ VENT 1/ VENT 1/ VENT AS RECD. 1/ VENT • 2/ VENT AS REDO. AS RDA AS REGD. 8/ STD.E 1/ STILE 1/ LOCK STILE 1/ LOCK STILL DIBCAIPITON FRANC HEAD HEAD SPACER, 2 -7/16' LAND AT FUO:D RAIL FRAM SILL FRAM SUD SILL FRAM ROVING JAMB FRAM FIXED JAMB FIXED NTG STILE VENT TO' RAIL VENT DUTTON RAD- VENT sox RAIL VENT LOCK STILE WOO. MOUSING GLAZING BEAD ROLL FORMED ALUM. VHE[L AXLE FIN -SEAL V' STREP .870V X .310M F21-SEAL V' STRIP .870V 7E .130H VENT AND FRAME ASSCMSLY SCREW WAD TO FIXED STILE 2ILL TO FIXED STILE VENT LATCH 1JL AT MIDSPAN VENT LATCH RA AT M1DSPAN NATIIOAL 6063 -76 6063 -76 6063 -T6 6063 -76 6063 -76 6063 -76 6063 -76 6063 -76 6063 -76 6063 -76 6063 -76 BRASS ZINC CAST ZINC CAST LAIQ./80PPIfR ALL/41X/DE4NELL ALWAX/IWNELL ALUNAX/DONNELL ALUMAX/JONNELL ALUMAX/DONNELL ALUMAX/DONNELL ALL6IAX/30111ELL ALUMAX/DONNELL ALUMAX /DONNELL ALUMAX /DONNELL ALUMAX/10NNELL RUCHES SUPPLY FL SCREEN/MARLIN METAL SAUNDERS ENE. SAINDERS ENG. SCHLEDL SCHLEOEL ALLEN- STEVENS ALLEN- STEVENS LXTERIOR cum EN USI•0 ROLL FORMED ALUMINUM BEAD ARO 'SCHNEE MOREHEAD 6666' ADHESIVE 8000010 COMPOUND. TYPICAL ANCRORR; A. (12 X 1-3/4' SMS INTO 2BY WOOD BUCKS OR. W000 STRUCTURE B. 3/16' TAPCONS THRU 1 B MOOD BUCK 1 -1/4' MIN. EMBED INTO CONC. OR BLOCK SP.4L4NTS; • AU. FRAME AND VENT CORNERS, INSTALLATION SCREWS SEALED WTM 'SCHNEE MOREHEAD 8604' SEALANT. Eno DR. HUUATOUN FMOOO STRUCTURES M77 Jul.. 17 2C Dt APPROVED AS CONFER/40µm We BOUM DA ,4111 11 7707r. A OL OMOW COMRLUNC[Cf}10E ACCEPTANCBNO 01.. ofaS t3 '> z = N4 LOi 1 2 drawing no. W98 -55 10,413 of $ ap EX'TERIOR v0+mv vtnTM X0 LAYOUT OX OPPOSITE EXTERIOR % M00V VmTM XOX JAYOtTJ 1/4• SHIM JU 1 2071' APPROVED ASCOMPLMIOWITMTM! SOUTH FLORIDA am0IMO 000E 1 droning no. W98 -55 cheat of L410 .050J H tO SEA .ER SASH BOTTOM RAII VENT TOP CORNER ANT BOTTOM CORNER FRAM ROTTOM f:ORNEY+ APPROVED ( AS SC COMPLYING WHINE SOUTH VV U [ [Y SA SY Rd- ONISION scarseveria O(�OStT, e l A 0 drawing no. W98 -55 S Y s MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request \\ Date 5) 2 Type Insp' n t( _. V \)■ /"\A 0146 S Permit No. Name e s ( d t 2LL Address q- b Company )—t , Phone # J S` - eQ ll Inspection Date S\ 1 �� Approved Re- Insp'n Fee r C re (A.5- L- e�-7� Cc 1, -r4 w- 411162 r Appro MIAMI SHORES VILLAGE 1 UILDING DEPARTMENT 305- 795 -2204 Buil•ing Inspection Request Date to Re- Insp'n Fee Type Insp'n 1 13\ (-km-3 ccu Permit No. 6Y 6 .3' Name l . Addree[`'`( N c-1 5 Company Phone # Inspection Date ill.— pf 10 MIAMI SHORES VILLAGE ,/ BUILDING DEPARTMENT 305- 795 -2204 Bui ding Inspection Request �� Date 5 1 Type Insp'n JIf)Q / 1"/ (M -S Permit No. MO Name I`4Qr J /1flifei/ Address S NE E "t 54- Company Phone # Inspection Date Approved Correct' n Re- Insp'n Fee P rr 0 `-/ A ,rYc 1c 1 a f o t— fS BUILDING PERMIT APPLICATION I FBC 2001 /f te a` 6 Permit Type (circle): Building Electrical bang Mechanical Roofing Owner's Name (Fee Simple Titleholder) jennt 11 ► 44 Phone # S 75Y-- ( 1.35Z-47 Owner's Address l� E. °! al City l(.\ la Ai I Sk State Tenant/Lessee Name Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) -12... City Miami Shores Villa!e County Miami -Dade Zip Is Building Historically Designated YES NO X Contractor's Company Name K 1 r-) C 0 Phone # 3051 A 3 5 -130 ) Contractor's Address 1 3y (4 0 S c•%_) f 3 I ST" City CV\ k Q k State ( Zip l Z LP Qualifier NO k_ (1L) t II 1 a rv') S State Certificate or Registration No. to "t Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 1 o (s .Square Footage Of Work: ® q g np\- Type of Work: ['Addition ii ['Alteration New ,3 Repair /Replace ❑ Demolition Describe Work: L • 1 l0 • W v1 S -Orr( O LA.'5 k V LA b LAS - (1� 00 v)01. 1 (SOU& q- imFYe U-4' tvidOl C �b 6� 1 * * * * * * * * * * * * * * * * * * * * ** ,—V � — � Submittal Fee $ �%� K� a Permit Fee $ Notary $ Training/Education Fee $ Scanning $ R1-- Radon $ °'— Code Enforcement $ Structural Plan Review. $ Q00- Zip 351 Phone # Permit No. P £ IV)rhster rermit No. Certificate of Competency No. CCF $ � � CO /CC Technology Fee $; Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Own or Agent The foregoing instrument w before me this day of , 20 J , by 6 i " cs4 !, who is personally known to me or who has produced f. ifZe J As identification and who did take an oath. �( GvJ I 7 - APAES B. MERRY 'BOW OATZ ViTA74iMTiTJiTi ♦ M£1 T* • dOQNn101 COMMISSION 0 DD EVRES MAY 05 200.5 DON= t rc:,'uuWr ArMANTAGZ NOTARY NOT' Y P Sig - 6 P My Commission Expire APPLICATION APPROVED BY: chc 05/13/03 **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Signature The foregoing instrument was acknowledged befe me thi f�i' ay of � 2 "r/ , 20 OS b, y / who is personally known to me or who has produced ' ?5/L< I1 t` 7 1-f identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Com * * * * * * * * * * * * * * * * * * * * ** **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Pia 1 4 ES IIITOCiTSWiT�Ta•T i1iWa ?MAIOiTiTANT . _ . /. Air, 7. ;{ . ,. , i � ' 10928 p die -ire • .•.. ,! 6 N C ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zoning Plans Examiner Engineer Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 3/28/2005 Applicant: JAMES MERRY Owner: MERRY JAMES JOB ADDRESS: 879 NE 97 ST Contractor KINCO, LTD. Local Phone: 305 - 235 -1801 Parcel # 1132060142640 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -337 Contractor's Address: 13440 S. W. 131 ST. Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 22 & W1/2 OF LOT 23 BLK 73 Fees: Description Amount FEE2005 -3774 Building Fee $200.00 FEE2005 -3775 CCF $3.00 FEE2005 -3776 Training and Education Fee $1.00 FEE2005 -3777 Technology Fee $5.00 FEE2005 -3778 Scanning Fee $21.00 FEE2005 -3779 Submittal Fee ($50.00) Total Fees: $180.00 Total Fees: $180.00 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/5/2005 Construction Value: $4,071.76 Work: REPLACE WINDOWS WITH STANDARD AND IMPACT RESISTANT WINDOWS. EXISTING SHUTTERS ON HOUSE. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: S NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. e d) — 3 7 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street /address: `D(nOte TCt YY► u n . SS-7 ! ip IV f 9 - 7 S1- M taw! `J" k crs � 1 -- 31 2. Description of improvement: 7ep lac 10,5 w t n do(.) (,j -h S1 Y) clay-c/ (,L); nCi q- ‘ Yin ?ac - lx ),; t -10 BS 3. Owner(s) name and address: .J e n 11/ ✓ "r- inert" (_/ e '7 1 /v E 97 G51 rhtavoi 6hotreS, Ft 33/38 Interest in property: Name and address of fee simple titleholder: Amount of bond $ 6. Lender's name and address: re of 0 Notary Public Print Notary's Name My commission expire: A14 STATE OF FLORIDA, COUNT OF DADE I HEREBY CERTIFY that this is a true copy of the ong filed � this office on 4 •�- day of I , A0 20 — WITNE S my hand and Official Seal. HARV R ,IVIN, CLE , of C! d County D.C. " / ° 4. Contractor's name and address: - 1 yl C 0 I 0 3 L' 131 5 i rn 1 a ►-,-) i 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 4 9. Expiration date of this Notice of Commencement: (the expiration different date is specified) na � v Jett) Print Owner's Name �.J tt) n t r' / ` ? r1'i,i Sworn to and subscribed before me this day of / 14ctc7L ► Pi 4 Prepared by 111111111111111111111111111111111111111111111 CFN 2OO5R8 t239 OR Bk 23156 Ps 4006; (1pe? RECORDED 03/10/2005 15 :40:59 HARVEY RUVIN► CLERK OF COURT I1IAIII -DADE COUHTY► FLORIDA LAST PAGE 331 �r:� 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: /• 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: date is 1 year from the date of recording unless a /4/1, S7,-;/ .20"J ess / el 6 1 33/W) /Js fW /.) /