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973 NE 96 St (5)1 i1 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "HS 710" Aluminum Horizontal Sliding Window - Impact Resistant APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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 # 99- 0204.03 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. NOA No 02 -0305.02 Expiration Date: May 20, 2007 Approval Date: June 27, 2002 Page 1 DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WIDTH WINDOW HEIGHT , 26.000 38.375 44.000 50.625 63.000 1 26.500 A A A A A 37.000 A A A A A 44.000 , A A A A B 53.125 A A B B B 63.000 A B B B B 1 74.000 A B B B B LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" (.350) LAMINATED USING MONSANTO SAFLEX PVB OR DUPONT W/ BUTACITE INTERLAYER BETWEEN (2) LITES OF: A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8 " ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMB -: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. 6. REFERENCE TEST REPORT: FTL -1969 63 MAX HEIGHT 58 1/4" MAX FIXED LITE DAYUGHT "" OPENING 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYLIGHT -- -- DAYLIGHT OPENING OPENING 1 8" MAX )1 - f , 8" MAX 4" MAX --� 4" MAX ELEVATION 3. 0 1 1 1 X ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 21 27 57" MAX VENT DAYUGHT OPENING SEE NOTE 4 ON MEETING RAIL ANCHORAGE DESCRIPTION FLANGE FRAME JAMB Al Alum. 6063 -7 FIXED MEETING RAIL um. 6063-T5) SASH MEETING RAIL um. 6063-T5) V.T. # 612225 2 612228 1 612229 1 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 GLAZING BEAD ,Alum. 6063 -T5) 6534571 8 WINDLOAD ADAPTI Atum. 6063 -T,) FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 1 612239 1 FRAME SILL ADAPTER Alum. 6063 -T5 SASH TOP /BOT, RAIL Alum. 6063 -T5 SCREEN RETAINER (Alum. 6063 -T5 5/16" (.350) LAMINATED USING 2 5/16" (.350) LAMINATED USING (2 A_ NTI -LIFT CHANNEL (Alum. 6063 -T5) 10 x 1.000 Ph. FI. SMS 6 x 1.000 PH. PAN SMS WEATHERSTRIP. THIN WALL BULB VINYL #8 x .500 PHIL. Fl SMS 19 8 x 1.000 PHIL. P.H. SMS SWEEP LATCH WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON WEATHERSTRIP,PULB VINYL Robert L. Clark, P.E. PE #39712 Str uetartti- 612240 2 6532377 1 1 /8'' ANNEALED GLASS 1/8" HEAT STRENGTHENED GLASS 6TP249 T IND STRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION VENDOR T10 vent jamb rag Raved F. Revsd Tide: Orawn By: D. B. Series/Model: HS -710 Date: 11 /5/01 D 1 ) 2/16/98 Scale: NTS ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX 612236 r (® midspan of frame silir ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX Revisions: UPDATE FOR RENEWAL Revisions: C— NO CHG THIS SHT Sheet: 1 or 4 wing No. 4112 VENDOR # AF -12225 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -1 2238 AF -12239 AF -12240 AF- 532377 PRODUCT REVISED es Balding Cod with eke F7nrld. Aoreptaneo No Expiration Description: OX ELEVATION & B.O.M. (LG. MISSILE) v 612244 1 € midspan of vent) ALUMAX AF -12244 710X1 4 Windload Adapter screws) FASTEC 76X 1 PPA 2 for anti-lift channel MERCHANTS FASTENER 6TP247 8 1 per Glazing Bead TEAM PLASTICS TP -247 7856A 2 Sweep Latch screws MERCHANTS FASTENER 4 when using 2 Sweep Latches) 781 PQA 22 (Frame /Vent assy. screws) MERCHANTS FASTENER 71096 1 11.5" from ends - vent mtg, rail) MINIATURE DIE CASTING PGT.214.XX 2 if height is >= 42" 70250 3 1 Omids • an ®4 from ends MASTER TOOL 7-M10-250 70251 3 1 © midspon 2 1 4 from ends MASTER TOOL 7 -M10 -251 2 ® ea. end of vent to rail, • MASTER TOOL 70312 7BRWHL2 4 2 per Roller Housing) VINYL - TECH /P.G.T. 61062W 2 Ovent top /bot rails & mtg. railT SCHLEGEL CORP. FS7826 -187 62899 DOW CORNING 899 TEAM PLASTICS TP -249 ALUMINUM HORIZONTAL SLIDING WINDOW Rev: EXTERIOR MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 VERTICAL SECTION ROUGH OPENING MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1/8" ANNEALED GLASS MAX. DAYLIGHT OPENING ---� 1/8" ANNEALED GLASS -- MAX. WIDTH HORIZONTAL SECTION i 1/2" GLASS BITE L .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W/BUTACITE) GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 2.643 --1 1/8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS Drawn By: D.B. Series/Model: HS -710 EXTERIOR MAX. DAYLIGHT OPENING 2, Scale: NTS Sheet: 2 of 4 1/2" GLASS BITE L Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SH7 2.784 Description: SECTIONS & GLAZING DETAIL ROUGH OPENING • .-, ,i �►s��>• • ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 4112 /7/A Robert L. Clark. P.E. PE #39712 St ustuwal— APPROVED WOOD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) • .. 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING TYPICAL SILL SECTION SUBSTRATE ANCHORING 4 1 1/4" MIN. 1/4" MAX.J SHIM • 1 1/4" MIN. t 1/4" MAX. SHIM APPROVED 2x WOOD BUCK TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW — TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 1 1/4" MIN. 1 1/4" MAX. SHIM #10 WOOD SCREW 1/4" / 4" MAX. r - SHIM • 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Robert L. Clark, P.E. PE #39712 Structural APPROVED WOOD BUCK • • TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. Rev" 9y: Rev _9 Drown By: O.B. #10 WOOD SCREW Date: 11/5/01 522/02 27 Description: ANCHORAGE S eries /Model: HS -710 APPROVED 2x WOOD BUCK Sea NTS TYPICAL JAMB SECTION WOOD ANCHORING RevIs/ UP DATED Revisions: FlX TAPCON DESJG. Sheet: 3 of 4 1 1/4" MIN. PKUDUC1i REVISED as complying wttil the Florida %Wes code Accepts= Na Eipiratioo Dale .42 Itt�_ • -, .• • k -9.710 Title: ALUMINUM HORIZONTAL SLIDING WINDOW ()rowing No. 4112 Re 1 2.784 L.I. —0-I I-- .737 Q FLANGE FRAME JAMB 6063 —T5 ALUM. 1.057 -0-1 .050 --GH I-0-- .705 �� • .062 .678 } ® 5/16" GLAZING BEAD 1.187 —1.1 I If .062 2.074 9O FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 .062 .723 .688 ®WIND LOAD ADAPTER 6063 —T5 ALUM. 1.349 .062 1.403 0 FIXED MEETING RAIL 6063 —T5 ALUM. .062 1.183 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 1.081 L 1 .373 Robert L. Clark, P.E. PE #39712 Stwctuva! 1.187 O SASH MEETING RAIL 6063 —T5 ALUM. .062 ® FLANGE FRAME HEAD 6063 —T5 ALUM. 1.273 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Raved By: Revsd By: F.K. brown By: F.K. Title: Series /Modal: HS -710 1.970 Sco NTS ® SASH SIDE RAIL 6063 —T5 ALUM. .062 — �-11� -- 1 1.122 2.710 ® FLANGE FRAME SILL 6063 —T5 ALUM. Date: Revisions: 1/ 5/01 _AIMED SHT Revisions: 5/22/02 C — N0 CHG THIS SHT Dote: 11 /2/01 Description: EXTRUSION PROFILES Sheet: 4 of 4 2.094 1 PRODUCT REVIS8,0 B ing Ca 1 a Nadia n , Miami Dade Divisive Drawing No. 41 12 Castro, ALUMINUM HORIZONTAL SLIDING WINDOW Rev: C BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Bog 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: Series "S11-701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2J9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., 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 # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. #(9 c o oftb/ 1 4 94 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 NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 4.. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 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 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, 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 6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 " PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 COMPARATIVE GLASS TYPE: A. 5/16" Es. 5/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1/8 "A) FTL -1889 LAMINATED (1/8 "HS,.090,118 "HS) FTL -1889 I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -3739 I.G., 1 /8 "HS, 3/8" SPACE, 5/16 LAMI (1 /8 "HS,.090,1 /8 "HS) FTL -3739 WINDOW WIDTH WINDOW HEIGHT 38.375 50.625 63.000 76.000 26.500 A 66.7 -80.0 66.7 - 80.0 66.7 -80.0 66.7 -80.0 B,D 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 C 66.7 - 80.0 66.7 -80.0 66.7 - 80.0 66.7 -80.0 37.000 A 'B, D 66.7 -80.0 66.7 - 80.0 66.7 -69.6 57.2 -57.2 66.7 - - 80.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 C 66.7 - 80.0 66.7 -80.0 66.7 -80.0 66.7 -76.1 53.125 A 66.7 - 80.0 63.4 -63.4 47.9 - 47.9 48.3 66.7 -48.3 ^ -80.0 E3 D - C 66.7 -80.0 _ 66.7 -80.0 66.7 -80.0 66.7 -80.0 63.4 -63.4 58.7 - 58.7 54.5 -54.5 76" MAX. WINDOW HEIGHT 5 3/4" _ 1- 13" -44-1 MAX. MAX. ON CENTER TYP. HEAD & SILL 53 1/8" MAX. WINDOW WIDTH ELEVATION NOTES CONTINUED 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 1 3.1 25 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 J�v VENT SIZE: 50 1/2" x 38 1/4" x 1±' 0 1 8" MAX. AT MTG. RAI L 13 1/8" MAX. O.C. 6" MAX. LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) � Robert L Clark, P.E. PE 039712 Structural IND 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 FK. Rer� By Rend by: F.K. Rrigai.r Drown 8y: D.B. serfes/Modd: SH -701 Dote: 6/3/03 03/26/03 10/11/01 Defy 8/18/98 Date: 9/98 Scale: NTS Rsvisfo D-ADO GLASS TYPE & TABLE Revisions: C -ADD 13/16 I.G. Revisions: TB, TABLE, EXTR. Revisions: Description: ELEVATION & NOTES Sh eer 1 or s /u\ 'PRODUCT aBVO ____ _ OI LP. .." III r.nIC ALUMINUM SINGLE HUNG WINDOW Drawing No. 4040 © 1/2" NOM. ITEM DESCRIPTION V.T. # QTY. / LOCATION VENDOR. VENDOR # 1 FLANGED FRAME HEAD (Alum. 6063 —T5) 612225 1 ALUMAX AF -12225 2 FLANGED FRAME SILL (Alum. 6063-75) 612226 1 ALUMAX AF -12226 3 FLANGED FRAME JAMB (Alum. 6063 —T5 612227 2 ALUMAX AF -12227 8 GLASS BITE 4 FIXED MEETING RAIL (Alum. 6063HS —T54 4054A 1 INDALEX 64054A n 5 SASH TOP RAIL (Alum 6063HS —T54) 4006C 1 INDALEX 64006 - 6 SASH BOTTOM RAIL (Alum. 6063 —T5) 612230 1 ALUMAX AF -12230 7 SASH SIDE RAIL (Alum. 6063 —T5) 612231 2 ALUMAX AF -12231 8 GLAZING BEAD (Alum. 6063 —T5) 6534571 8 ALUMAX AF- 534571 F _ 9 WEATHERSTRIP — VINYL BULB 6TP247K 8 (1 per Glazing Bead) TEAM PLASTICS TP -247 10 SI C0�1( 628990 DOW CORNING 899 O } 5/16" LAMINATED ) j SOLUTIA LAYER 12 5 16" (.350) W /UPON PVB INTERLAYER 2 H.P.G. 13 6 x .750 PHIL. PN. HD. 7658PFAA 2 (to attach Balances to Jambs) AQUA FASTENERS 14. SWEEP LATCH 1(11.5" from end of vent top rail) 2 if width is >- 42') MINIATURE DIE CASTING PGT.214.XX 15 #8 x .625 PHIL FLT, HD. 7858WW 2 Sweep Latch Screws) ' 4 when using 2 Sweee Latches) MERCHANTS FASTENER GLAZING DETAILS 16 NDLOAD ADAPTER (Alum. 6063 —T5) 612236 2 O frame iambs, 30 from bot.) ALUMAX AF -12236 ' 17 8 x .375 PHIL. P.H. TEK 78X38PPT 4 Windload Adapter Screws) MERCHANTS FASTENER 18 EATHERSTRIP — VINYL BULB \SASH 6TP249K 1 at Vent Bottom Rail) TEAM PLASTICS TP -249 1 /8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 19 SASH TOP GUIDE 2 1 per each balance MASTER TOOL �® + �� ANNEALED OR 1 8 '— HEAT STRENGTHENED GLASS 20 SCREEN 1 VINYL TECH. \PGT 21 BALANCE COVER 2 1 per each balance) WYBORG 5TAVE 22 BALANCE 2 1 0 each frame iamb) CALDWELL — • O 23 WSTP, .270 x .170 BACK. FIN SEAL 1235 3 O vent iambs & vent to rail) SCHLEGEL OR EQUIV. 67S16G 24 SASH FACE GUIDE 71087 2 1/vent iamb. 2.5" from bot.) VINYL TECH. \PGT 25 #6 x .500 PHIL. FLT. HD, 76X12FPAW (sash face guide screws) SCHERER IND, PROD. 28 SASH STOP (Mum. 6063 —T5) 612244 2 (0 top of each frame iamb) ALUMAX AF -12244 27 /18 x 1.000 PHIL. P.H. SMS 78X1PPA 4 (Frame & Vent Assv. screws) MERCHANTS FASTENER 28 SEAM SEALER 6SM55W SCHNEE /MOREHEAD SM5504 9 O i u `• 29 WINDLOAD ADAPTER (PLASTIC) 61207 2 (0 frame iambs, 30" from bot.) PROTOTYPE WC996 -1207 30 GLAZING BEAD (13/18" I,9 6063 —T5 4067 8 INDAL.EX 64067 3 13 16 LAMI I.G. )GL�A'�SgS (1/8" H & 5/16' 5 16" S OFlN /$ HS GLASS LAMI W/ 3/8" 3/8" AIR SPACE) PGT W/ OMEETING DUPONT PVB INNER 2 .187 x .230 BACK SEAL 060 (O SCH SCHLEGEL OR EQUIV. ' 61060G 33 EGRESS LATCH (OPTIONAL) 64009 2 64009 34 SPRING, SILL LATCH OPTIONAL) 2 7SPRNG 35 BALANCE, ULTRA —U SASH $ > 404 4029 -1 2 CALDWELL 3 6 I I PGT 5%16 ,Am, (1) LITE OF 1 /8 A GLASS (1) LITE OF HS GLASS W/ .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/2" NOM. GLASS BITE r n (--- r F ( ' f w� .� . s _ .Olf A_____ IrIl r.4 r. . - ® �� ^. /A �a1�J 13/16" LAMI I.G. ._" - 4= 6 1/8" HEAT GLAZING DETAILS III. 1 1 Revad By: F.K. Date: 6/3/03 Revisions: GLASS lYPE 1>E4136 Raved F.l 3/26/03 C—ADD 130 -135 STRENGTHENED GLASS 3/8" AIR SPACE —4-- —.► --►. � 1/8 -•— f 1/8" HEAT STRENGTHENED GLASS / 4{/ i G 4 �� Robert 2 PE Roved F. By: 0 10 / 11 /O1 ir � K. TABLE, EXTR. TBB, , R oved D. Car 8/18/98 Re%ls:one: +-- .090 SOLUTIA OR DUPONT PVB INNER LAYER Crown 6y: 9/98 D.B. �� ANNEALED OR HEAT STRENGTHENED GLASS Cescrfptlon: �- 5/16" LAMINATED PARTS LIST & GLAZING OPTIONS 13/16" NOM. --- 10 NOK0 S 4275 E 'Mb: ALUMINUM SINGLE HUNG WINDOW REFERENCE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 P.O. BOX 1529 FL 34274 s�"'°�" SH - 701 seek NT Sheet: 2 or 5 WaaJny No. 4040 Rev: 0 ROUGH OPENING L 2.784 0 , 53.125 MAX. WIDTH . 0 1 49.625 DAYLIGHT OPENING 0 EXTERIOR 76.000 MAX. HEIGHT 737 L � .500 t . 123 row NM es co INACTIVE ROUGH OPENING Q� �Tr`% '' ilia � . i il _ P.C�T r n < �I `1 2.710 NI ROUGH OPENING W® Q GO 00 o e , r i�: 1111 •' — � 34.500 �, DAYLIGHT 0 % 0 u OPENING s 0 e INTERIOR m 0 48.250 DAYUGHT OPENING 0 HORIZONTAL SECTION ri.. � I � � r l - �rl _ �1 0 411+42A 34.500 ®7 DAYLIGHT ACTIVE OPENING ammetriseelltheift • r.�•_ Of • j �r'1� . '� 0 I otiw. �::� o OPTIONAL ey: F.K. Dete 6/3/03 �►o,�: D—,ADD GLASS TYPE ITEM J6 4' k ,. ` 4 2.330 1 VERTICAL SECTION r -. +� R evaa F.K. Vote: 03/26/03 Revisions: C —ADD 130 -135 / /p /?� [� r _ ROb PE#397 2 P.E. Structural T IN TRIES R,,,.d ey F. K ew�e . ate 10 1 1/01 R evlstonx TB, TABLE, EXTR. W _ � - R 0 B.' 8 18/98 Be, na: .655 T= ' 0 INTERIOR Drown By: 0. B. Dot.: 2/9/98 Description: SECTIONS EXTERIOR S S OPENING 2.784 ---, 'O NO OMISN k NE P.O. BOX 1528 NOKOMIS, FL 34274 TRW ALUMINUM SINGLE HUNG WINDOW REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 sere. a.� SH -701 seer.: NTS Sheet: 3 of 5 Drawing No. 4040 : D .737 2.274 l .705 ALUM. 6063 —T5 1.187 r44- 2.784 r .062 f ALUM. 6063HS —T54 1.451 .490 J If .062 1 -0— .062 1.707 1 .655 T 1.350 ALUM. 6063 —T5 1.019 ALUM. 6063 —T5 � ALUM. 6063 —T5 REFERENCE TEST REPORTS: .FTL -1889 & FTL -3739 1 -0-- 2.784 .062 ALUM. 6063 —T5 1 2.330 L 1.165 _ 062 - 1.348 .413 -al I-00- ALUM. 6063 —T5 7/0 Robert L. Lark, P.E. PE #39712 Structural 2.710 ' - 1.523 -0-1 1.023 — �I 1.123 ALUM. 6063 —T5 .050 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1.057 .678 1 ALUM. 6063 —T5 Re R.vsd 8y Revs" By Re 0 Drown By: D. B. Description: Title: SH- 701 .683 Dots Revisions: 6/3/03 D -NO CHG THIS SHT Date: Revision.: 03/26/03 C -ADD 130,33 CHG 14,5 Dote: Revisions: 10/11/01 TB, TABLE, EXTR. Da Revisions: 81 8/98 2/9/98 EXTRUSIONS ALUM. 6063HS —T54 Series /Model: Scale: Sheet: Drawing No. PRowlcr REVISE) = iadeM IL 8 05 .01 ALUM. 6063 —T5 ALUMINUM SINGLE HUNG WINDOW NTS 4 of 5 4040 Rev. D 0 • .9• '17 : . v p '• • ; • ° • 4. 1.250 . ' , 1.250 2 x WOOD BUCK D v , 4. • a , 1 x WOOD • • • • • • ••:• BUCK • .°. '• • • • ° 1.250 2 x WOOD . • #12 12 PANHEAD • . • p BUCK \ ^ 1 /4" TAPCON II ' F � i _ .250 --' MAX. .250 J A ' : . 4 1/4" TAPCON • #12 PANHEAD 1 x WOOD .250 BUCK JAMB TYP. JAMB 25 — TYP. TYP. HEAD TYP. HEAD il REVD a ids IrlrYs A, v- ■ '. • !Went•¢ 1 /4 " TAPCON 1 I , #12 PANHEAD , .w-..` _ .250 1 .250 / M t MAX. " — MAX. ._r•.N ._. I - P PP' ° • • a • • 1.500 1.500 4 • A • A • - ' RQ F./7.: %3 /03 D —NO CHG THIS SHT 1 Ravad sy Dat 03/26/03 Rat C - CHG THIS SHT. ' • m ' .. • .. r • • 4 4 a • .' . • A • 2 WOOD F.K. TYP. SILL X BUCK I.14 R evad ey F.K. Oate: 10 evlek T na: TBABLE, EXTR. D g: r18/98 11 "'"" 8y: pole: 2/9/98 TYP. SILL INDUSTRIES INDUSTRIES D.B. Description: ANCHORAGE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 /1./3 Robert Clark, Structural 1074KTANA0G3y4AR5NE ALUMINUM SINGLE HUNG WINDOW P.O. SOX 1529 NOKOMIS. FL 34274 se> ei ,: SH -701 Scale: NTS sheet 5 of 5 Drawing No. 4040 Rev D Notary $ Scanning $ b n3 7.00.4 Submittal Fee $ Code Enforcement $ (Continued on opposite side) BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Sl)uu�k Kattr Phone # Owner Address q 73 Pr- 16 st City i `ut"-i:: Sk vii State F Zip 33(3 K Tenant/Lessee Name Phone # 3C6— 7 5-7- 06(s" : Job Address (where the work is being done) S 4 a ( Itove- City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name E I g, r'f Cc r p Contractor's Address 1 ?, l p,. N w S+ 4. A- City Q 1a, r .* 1 l 1 Q n State r L Qualifier NN 2, Architect/Engineer's Name (if applicable) Phone # Q $ Value of Work For this Permit l UU 0 0 Type of Work: ❑ Additio ❑Alteration Describe Work: - to Y'Lp lG e. I t,1 (dJn wi Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ Training/Education Fee $ Radon $ Total Fee Now Due $ County Miami -Dade Zoning Permit No. (192q • Master Permit No. Phone Square Footage Of Work: ❑New Repair/Replace -�� c,✓� Xie'cr /. G(Fss. Zip Bond $ Zip 333x' Technology Fee $ 3, 43 Structural Plan Review. $ • El Demolition CCF $ ✓' L in CO /CC :5-0 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 reins•ection fee will be charged. I, Signature 44,4.1 ,JA Owner or Agent The foregoing instrument was acknogwledged before me this day of 02(0 Z , 20 , by 5 h 4 kr) R, who is is personally known to me or who has produced As identification and who did take an oath. NOTAR i P Sign: Print: My Commission Expires: Chc 12/15/03 State Certificate or Registration No. (a ( C,t 0 y/ APPLICATION APPROVED BY: .Joseph Davit P4 Commission 00204499 • ns Expires Apnl 21, 2007 Signatur NOTARY P Sign: Print: (Certificate of Competency Holder) 22, My Commission Expi -s: Certificate of Competency No. Contractor The foregoing instrument vas acknowledged me i �� "ar ,,,, Daniel Cnbefore th th ' s day of , en �... , �: ,•:':.� .a ilt Z aS eTtal oath. -�-" .► ./.4111r, *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEB - 4 2004 Plans Examiner Engineer Zoning MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date of )1a- Type Insp'n U3 11•SaLLIS Permit No. E? 3( k 3Q- Name Address 973 NL c 14 / 0 S� (o� CompanyEber4 Phone # 0'113)04 Inspection Date Approved Correction Re- Insp'n Fee ❑ MIAMI SHORES VILLAGE („OS BUILDING DEPARTMENT 305- 795 -2204 Building/Inspection Request Date Type Insp'n U3 1 S.001 �S . t 3 ' Permit No. ge( NameC�� �1°d Address 91 j Cj( S ! CompanyEh ?( Phone # Inspection Date 0 )0 Approved Correction Re- Insp'n Fee ❑ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2004 -132 Printed: 2/5/2004 Applicant: SHAUN FULLER Owner: FULLER SHAUN JOB ADDRESS: 973 NE 96 ST Contractor THE EBERT CORPORATION INC Contractor's Address: 2551 NE 20 ST Local Phone: 954- 946 -2296 Parcel # 1132060143230 Permit Status: APPROVED Permit Expiration: 8/1/2004 Construction Value: $9,000.00 Work: 14 WINDOWS IMPACT Signed: (INSPECTOR) Building Permit Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 11 & LOT 12 BLK 77 LOT SIZE 100.000 Fees: Description Amount FEE2004 -1197 Building Fee $145.00 FEE2004 -1198 CCF $5.40 FEE2004 -1199 CO /CC $50.00 FEE2004 -1200 Training and Education Fee $1.80 FEE2004 -1201 Technology Fee $3.63 FEE2004 -1202 Scanning Fee $6.00 Total Fees: $211.83 Total Fees: $211.83 Total Receipts: $211.83 to 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: NOTICE OOMMENCEMENT A RECORDED COPY MUST BE POSTL.: •6N THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: Notary Public j I 4Siir,f , Print Notary's a f My commission expires: 123.01-52 t'AOE 4 8/02 T EZE66TLbS6 TAX FOLIO NO.tI' 3 aQ6 , 01 3a30 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 NntinA of C:nmmr llel ment. 1. Legal descrips.ion of property and street/address: 0 L - L3 N E 96Th S ±e-e4, , )L 3139 MIs3,cr3 cYvIc Spa P13_l0--3 Lcit P1 I..o+ t S,ze 100 .0(10:1_X 11 r, r— La05r is 7 oS0.l 1 2. Description of improvement : _an_sica` e tok -.S r� �/► ��yr.�rJ $ t S S-'i 3. Owner(s) name and address: S V,c f-N u \ s2 r' 7 a N E A LN.1l�,�\ r j�no�� 1- L Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: LA' p \ , yam Eo.r � Sco l N\n/ 5 , ? L�t-Ac-A q FI, 3?..Z. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: - ; - Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section ('13.13(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: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differer) date is specified) �f Signature of Owner Print Owner's Name J F-1 / v - �� - Prepared by 44 Sworn to and subscribed before me this day of , Address: SP N- smoputm q.seoo pjoZ £i?E6t'T2..17S6 1111111111111 11111111111111111111111111 GF 1+! 2rr�4 F.001'5'o -c OR Bk 22032 Ps 1572; (1.13s ) RECORDED 02/091200.- 15:35:t3 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUNTY FLORIDA LAST PAGE eL.O =60 b0 01 gad GOLD COAST WINDOWS AND DOORS INC. 11 9 NAME: `cti 4 At r ADDRESS: ' 1) '1I CITY: (l (I.t , !"°;11‘;,1,':,) L COUNTY: RECEOVED FEB 0 3 2004 3 13 DIAGRAM 4, L.5) 01.z iite, 4.0 CONTRACT NUMBER: 5 .i SU MEASURE DATE: SALESMAN: INSTALLER: PHONES: HOME: iCS 7S7 - C ( '5 OFFICE: TYPE OF INSTALLATION: ; - • , re t ' ••■••."