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PLANSi 4 3 4 g (TYP) NOTE: 1. REFERENCE TEST REPOPT FTL -2902, 2903 AND 2975 1 x STD. WALL L MULLS MAT'L: 6063-T6 " Robert L Clark, ..E. P.E. #39712 Structural Rev-id By 'Dote: 1070 TECHNOLOGY ORNE P.O. SOX 1329 NOKOMIS. FL 34275 NOKOAUS. FZ 34274 Chkd By Octet r Orcwn 8y. uvt P.J.P. 4/28/00 Description: - PROFLES MULLS 8 (TYR) Ror�s:ona: 1 Title: 1 1 " STD. WALL MULLION I Scck: Sheet: 1 NTS 4 of 5 APPROVED T} Az COMPUY:NG V i TNC O ouTH F Qj A j;UI Di ' E J1�7 It �1 EY s/ .�! PRO** - • TROL CtvtStON IIUtt.D{NG CODE COMPLIANCE O ICE ACCEPTANCE NO O -Q`/tZ b S Crowing No. 6620 Rev: DESIGN PRESSURE RATING (P.S.F.) 5/1s LAMINATED W ANNEALED CLASS 5/16 LAMINATED W/ HEAT STRENGTHENED CLASS WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED —50.0 +50.0 . —50.0 +50.0 —80.0 +66.7 —80.0 +80.0 76.000 MAX. 5 3/4" 13.000 ON CENTER 1Y1 HEAD & Si1L 5.3.125 MAX. VENT SIZE: 50 1/2" x 38 1/4" ELEVATION LARGE MISSLE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 5/16" (350) LAMINATED GLASS (1/8" onneoled /.090 film /1/8" annealed) B.• 5/16" (.350) LAMINATED GLASS (1/8" heot strengthened /090 film /1/8" heat strengthened) 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. 6" FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 1.1000 MAX. SPACING AT JAMBS: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL— 1889 8.000 13 1/8" ON CENTER . 6" 10 11 12 13' FLANGED FRAME HEAD FLANGED FRAME SILL Alum. 6063 -75 Alum. 6063 —T5 FLANGED FRAME JAMB Alum_ 6063 —T5 FIXED MEETING RAIL (Alum. - 6063 —T5 SASH TOP RAIL (Alum. 6063 —T5 SASH BOTTOM RAIL Alum. 6063 —T5 SASH SIDE RAIL Alum. 6063 — GLAZING BEAD Alum. 6063 — 21 22 23 24 25 612225 612226 612227 612228 612229 612230 612231 - 6534571 6TP247K Windload Adopter Screws of Vent Bottom Roil) 2 1 per each bolonce) 1 2 1 per- each balance) 2 1 ■ each frame 'curb ITEM DESCRIPTION 20 SILICON Robert L Clark. RE. PE #39712 Structural WEATHERSTRIP — VINYL BULB• 5 16 .350 W SAFLEX BY' SOLUTIA INTERLAYER 5 -16" .350 W /DUPONT PVB INTERLAYER - SWEEP LATCH 6 x .750 PHIL. PN. HD. .625 PHIL FLT. .HD. 62899C 7858WW W1NOLOAD ADAPTERJA um. 6063 — T5) 612236 8 x .375 PHIL P.M. TEK 1 8 WEATHERSTRIP — VINYL. BULB \SASH y . SASH TOP GUIDE SCREEN BALANCE COVER BALANCE - WEATHERSTRIP — PILE FINSFAL SASH FACE GUIDE 6 x .500 PHIL. FLT. HD. SASH STOP (Alum. 6063 —T5) 8 x 1.000. PHIL. P.N. SMS 28 SEAM SEALER 29 W!NDLOAD ADAPTER (PLASTIC) INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 V.T. # QTY. / LOCATION 78X38PPT 6TP249K 61062W 71087 • 76X12FPAW 612244 78X1PPA 6SM55W 61207 Revsd By: F K. Revsd By: D. B. Drown By: D. B_ Description: Tale: - SN - 701 2 2 2 2 1 1 1 1 7658PFAA 2 to attach Balances to Jambs 1 1 1.5 from end of vent top rail 2(if width is. >= 42") 2 (Sweep Latch- Screws) 4 when using 2 Sweep Latches CO frame 'ombs 30 from bat. 3 ® vent jambs & vent top rail 2 1 /vent jamb. 2.5" from bot.) sash face guide screws 2 ® top of each frame jamb 4. Frome & Vent Ass screws 2 (6 frame jambs, Dote: - 10/11/0 Date: 8/1 8/98 Date: 2/9/98 Revisions: TB, TABLE, EXTR. Revisions: ALUMAX ALUMAX ALUMAX ALUMAX H.P.G. H.P.G. ELEVATION & PARTS LIST Series /Mode:: Scale_ NTS Sheet: 1 of 4 VENDUK VENDOR # ' ALUMAX - AF -12225 ALUMAX AF -12226 ALUMAX AF -12227 AF -12228 AF -12229 AF -12230 AF -12231 ALUMAX AF- 534571 TEAM PLASTICS - TP -247 DOW CORNING - 899 AQUA FASTENERS MINIATURE DIE CASTING PGT.214.XX MERCHANTS FASTENER ALUMAX AF -12236 MERCHANTS FASTENER TEAM PLASTICS MASTER TOOL VINYL TECH_ \PGT TP -249 WYBORG 5TAVE CALDWELL SCHLEGEL CORP. FS7826 -187 VINYL TECH. \PGT SCHERER IND. PROD. ALUMAX - - AF -12244 MERCHANTS FASTENER SCHNEE MOREHEAD SM5504 30 from bat.) PROTOTYPE WC996 -7207 PRODUCT RENEWED � �tCCFpTid4CE No. 0 6 21-0 iD IrXPTRATtON DATE AJOvEmd I , ALUMINUM SINGLE HUNG WINDOW Drawing No. n„ 191a 8L111D040 M O£ 4040 Rev: Anchors 50 60 1 70 f 80 90 100 110 f 120 130 ! 160 7_7 2 . MULL LENGTH IN INCHES 42 129 115 107 104 103 ; 103 103 103 103 103 _ 48' 50.625 r 54 83 73 67 63 61 61 61 61 61 61 70 _ 57 _ 61 ' 55 52 50 49 49 49 49 49 49 44 41 39 38 38 38 38 L 38 _ 60 - - - 63 41 - 35 35 31 29 27 26 25 r 25 25 25 30 27 24 j 23 22 ! 21 20 20 20 66__ 26 23 21 19 18 1 18 17 17 17 - -- 72 20 17 16 - - - - - - - 76 20 17 15 - 1 - - - - - - 78 18 15 - - - - - - - - 84 - - - - - - - - - - 90 - - - - - 1 - - f - - - 96 - - - - - - - - - - 108 - - - - - - - - _ _ 111 - - - - - - - - - - 144 - - - - - - - - - - '}x2x.1 25 1 x4x.125 4 Anchors 50 42 170 _ 48 170 50.625 170 54 170 60 170 63 170 66 170 72_1 142 76 120 7E 111 84 88 90 72 96 59 108 41 1 1 11 38 144 17 60 70 80 1 90 100 110 f 120 i 130 160 170 170 170 1 170 170 170 i 170 1 170 170 170 170 170 170 160 145 127 115 106 120 105 102 94 I 83 75 65 59 53 60 50 35 32 170 170 170 157 141 90 53 43 38 35 30 28 170 170 170 143 128 95 81 74 ! 68 63 47 43 27 24 22 24 OPENING WIDTH IN INCHES OPENING WIDTH IN INCHES 170 170 162 134 119 87 74 170 170 158 127 112 108 100 81 49 39 32 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 170 170 157 124 96 77 69 l 65 60 46 37 30 20 22 20 19 170 f 170 170 170 ; 170 170 157 1 157 157 122 122 122 106 93 74 63 57 44 3 5 28 19 17 NOTES: 7. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN 1S BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A - TIME SEE SHEET 1. 106 92 72 61 55 42 33 27 18 16 106 92 71 59 53 40 31 24 16 Robert L Clark, RE FAT I ND USTR1 ES RE- 4'39712 107[7 TECHNOLOGY OftJV� Sti Ucturai NOKOMIS, FL .3 Raved 8r Description: Title: 11 Dote: Vertical Mull Opening Width Horizontal Mull 1 Opening Width Multiple Mulled Units 1 Mull Length Opening Width Crud ey. T Dote: Drven P.J.P. 1 4/28/00 PRESSURE CHARTS STD. WALL MULLION F.O. BOX 1529 NOKOMIS. PL 34274 MULLS Mull Length Mull Length Revisions 5eries/Yodet: Scale: - "Sheet: NTS . 5 5 APPROVED AS COMPLYING WITH THE OY PRODit:CONTROL DIVISION BUILDr4G COOE COMPLIANCE OFFICE At;CFPTat�'�,c N4. 00 -097 z. or Growing No. 5620 Rev: GTH IN INCHES Vinvl Tech/Proaressive Glass Technoloa ACCEPTANCE No.: 01- 0629.08 APPROVED November 01, 2001 EXPIRES November 01, 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 documents, including test - supporting data, engineering documents, are no older than eight (8) years. the 2. Any and all approved products shall be permanently labeled with the manufacturer's n city, stated and the fo statement: "Miami -Dade County Product Control Approval'', specifically 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 scaled the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6, The Notice of Acceptance number preceded by the words 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 cone 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 needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be \cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OE THIS ACCEPTANCE 15kg I . LI,4nd< Ishaq I. Chanda, P.E., Product Control Examiner Product Control Division Vinyl Tech/Progressive Glass Technolow ACCEPTANCE No.: 01- 0629.08 APPROVED November 01. 2001 EXPIRES November 01, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises & renews Notice of Acceptance No. 98- 0223.01, which was issued on October 22, 1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Series SH -701 Aluminum Single Bung Window — Impact and its components shall be constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701 Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08- 18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Water infiltration requirements: see design pressure table. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not 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 REQUIREiNIENTS 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. . L kar.c1k [shag 1. Chanda, P.E., Product Control Examiner Product Control Division MIAMI.OAOE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 Your a lication for Notice of Acce tance OA of: - 701. Aluminum Sin:te Hun• Window lm act Resistan 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. O . ACCEPTANCE NO.: 01- 0629.08 EXPIRES: 11/01/2006 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO 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. APPROVED: 1110112001 ■OQ -h-1 �* 11 -4500011pc20001 acceptance cover page.dot • MLANII -DADE COUNTY. FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 - 1563 (305) 375 - 2901 FAX (305) 375 - 2905 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.235/1 coNTRACroit ENFORCEMENT DIVISION (305) 375.2966 FAX (303) 375 -2903 PRODUCT CONTROL DIVISION (303) 375 -2902 FAN (303) 372-6339 Raul tcoangucz ChicFProduct Control Division Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 76. 000 .737 INACTIVE r . 2.784 .655 EXTERIOR RO(JGH OP INC 2.784 REFERENCE TEST REPORT: FTL — 1889 ROUGH OPENING ACTIVE 2.330 .500 34.500 DAYLIGHT OPENING 34.500 DAYLIGHT OPENING INTERIOR ROUGH OPENING 1.123 VERTICAL SECTION EXTERIOR INTERIOR Robcrt L. Clark. P.E. PE #39712 � iruclural 53.125 49. 625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL .34275 P.O. 80X 1529 NOKOMIS. FL 34274 Rcrsd By: F.K. Rcvsd D. . Draw' By: D.B. Description: Dote: 10/11/0 V :18/98 8/18/98 Oatc 2/9/98 SECTIONS 1 11c: Series /mode: SH -701 Revisions: Revisions: TB, TABLE, EXTR. Scale: • Sheet: NTS 2 of 4 Co. ALUMINUM SINGLE HUNG WINDOW Growing No. 4040 ROUGH OPENING RODUCT RENT. A `CEpF 4CE Pto r7� P (RATION DATE N Rev: Q i .737 .062 .413 --; r- .705 ALUM. 6063 -T5 1. 165 .062 2.784 2.029 ALUM. 6063 -T5 -o- P 1.348 ALUM. 6063 -15 REFERENCE TEST REPORT: FTL -1889 ALUM. 6063 -T5 ALUM. 6053 =T5 ALUM. 6063 -15 1.123 k3- ALUM. 6063 -15 r _ 2.325 1.350 ALUM. 6063 -T5 /V/ 1.969 .062 ALUM. 6063 -T5 Robert L. Clark } P.E. PE 1139712 Structural INDUSTRIES W70 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revsd By: F K. Revsd By 0.8. Drawn By: O.B. Title: Series /Model: SH —701 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 /NTERLAYER SAFLEX BY SOLUTIA OR _DUPONT PVB Dote: 10/11/0 Oate' 8/1 8/98 Date: 2/9/98 5/16" LAMINATED GLAZING DETAILS Description: _ EXTRUSIONS & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW Scale: NTS Revisions: TB, TABLE, EXTR. Revisions: Sheet: 3 of 4 1 /2 " NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS PRODUCT REN r.xftta - IoNDATrt Growing No 4040 Rev: TYP. SILL TYP. HEAD v _a 1/4" TAPCON REFERENCE TEST REPORT: FTL -1889 2 x" WOOD BUCK h 112 PANHEAD a _, • a, a - ° d TYP. SILL _ D V- • v - - v TYP. HEAD D o- I 1.250 ' � P 112 PANHEAD rr 250 Auax 1.500 _250_ MAX 2 x WOOD BUCK Robert L. Clark, P.E. PE #39712 tructural 1.250 TYP. JA U FkT INDUSTRIES • 1070 TECHNOLOGY DRIVE . NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Re F B Rev - Drown 5y: D_ 8_ Description: Tide: Series /J.loaet: SH -701 Dote: Revisions: 10/11/01 TB, TABLE, EXTR. Dote - 8/18/98 Dots 2/9/98 ANCHORAGE 5 NTS Revisions: .250 MAX. Sheet: 4 01 4 L250 /12 PANHEAD ALJA TYP. JA Ala - d e 4 d 2xWOOD BUCK eROA 3CT W: ritV - Act:wrbiNcz 46. oi-O t(' :.x -570 1 DA1'!' /t/pl/L /% ?/II 1 SLc. ei A. 1`kltxx EjUtu) �-?JL 0( ALUMINUM SINGLE HUNG WINDOW Growing No. 4040 1Rov: B r MIAMI i E BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 Miarni 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 Miarni 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 AHI 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 detennined 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 "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/11/03, signed and sealed by Lucas Turner, 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 manufacturers 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 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. V 1. 11 •.A .A .J ..1 3. ' 1 V YQ �'jC - i 1 J 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 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 A ax FX NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5116' LAMINATED GLASS COMPRISED OF (1) UTE OF 115" ANNEALED GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS W1 AN .090-1NNER LAYER OF SOLUTIA OR DUPONT PVB. 8.5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENEDGLASS W/ AN .0S0 INNR LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GUS' COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 0.7/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). S. PO flVE DESIGN LOADS BASED ON WATER i EST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE M!AM! -DARE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR 'X" CONAGURATiONS SEE SHEE T 4. E. FOR 'XX" CONFIGURATIONS SEE SHEET 4. F. FOR 444 "XOX' & "0" CONFIGURATIONS SEE SHEET 5. G. FOR' "XOX" & "XO' OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL UTE 'XOX,'XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & T ON EACH SIDE OF MEETING RAILS MAX 14112' SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES- (2) ANCHORS 3" APART AT MID -SPAN ON FIXED UTE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3 APART AT MID-SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3116' TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: i : NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME_ 7. REFERENCE TEST REPORTS: F11-3580, FTL -3582 & FTL -3537. Mb- caw 3!17.273 aior A RENZE ANCHORAGE NOTE 4 107013:4VCLCGY agAef AiaCLa. a 34275 P.aBrX25?9 wormy* p 241 0 x r i•_ 1. 0 __ _ CONFIGURATIONS OPTIONS ix 0 0 x 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS UNEQUAL UTES 0 UNEQUAL UTES 0 UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER x 1/8" HEAT - STRENGTHENED GLASS .650 NOM. r GLASS 81TE 5116' LAMINATED GLAZING DETAIL 3/16 HEAT STRENGTHENED GLASS .650 NOM.. GLASS BITE 7/16" LAMINATED GLAZING DETAIL ■•• NOTES AND GLAZING DETAILS Tar ALUMINUM CASEMENT WINDOW, IMPACT NOA DRAWING TABLE OF CONTENTS • SHEET 1 NOTES GLAZING DETAILS 1 ELEVATIONS 2-3 _DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9-10 PARTS LIST 10 ANCHORAGE 11 Lucas A T outer PE MID SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) _ SEE MID-SPAN ANCHOR DETAIL -\ TYP. (2) 4 13' MAX. O.C. 4" MAX. - 4` MA)C - L _ 37' MAX. VENT TYP. Roo gic box FX 3/lZZC3 J A REVISE ANCNOR.GE Aron or Ar two: "locator SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30' MAX. DAYLIGHT - OPENING • MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTK 53' MAX. - DAYLIGHT OPENING 13' MAX. O.C. 1 60' MAX. FIXED ro70 rcOGV Nci Oh S. FL34275 P.O. sez tss SEE MID -SPAN ANCHOR DETAIL TYP. (2) 1301.7 SEE MEET NG RAIL DETAIL TYP. (2) 4 13' MAX. O.C. f 30' NIAX- DAYLIGHT OPENING 1 x 0 x ELEVATION "A" - 63" HIGH "XOX' (SEE SHEETS 5-7 FOR PRESSURES) 1 56' MAX. DAYLIGHT OPENING 74' MAX. WIDTH 30' MAX. DA; LIC-Hr- OPENING ` �� 141!2" MAX. O.C. TYP. ELEVATION "S`- 63' HIGH '70C' (SEE SHEET 4 FOR PRESSURES) 63' MAX. HEIGHT 1 / 1 -- - 5411'2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) WC' f& ,WOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 1 56" MAX. DAYLIGHT OPENING 63' MAX. HEIGHT Y Apps.. eampbiag Id& 6n NOM Mani Dade Product ■ 11 c.st 6 4- Gcr-- 3/21 Luc= A. Turner. P.E. • P a o ' SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. Rolact tic Dam Fx 3/17. mix Or blur 32" MAX. WIDTH 25" MAX. DAYLIGHT OPENING 4" MAX. I 14112" MAX. O.C. ELEVATION "C" - 72 HIGI-i "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72' HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL —\\ SHT. 2 TYP. (2) 4 14112' MAX_ O.C. VENT 4-i5AD & SILL ONLY REVISE MC-CRAGS 65" MAX. DAYLIGHT OPENING t 72" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHE 2 TYP. (2) l 13 MAX. O.C. 4" MAX f 4" M AX . Li 1. a• nuvc --1 �-- sr MAX. VENT 37" MAX. WIDTH 30' MAX. E DAYLIGHT P X ELEVATION "D" - 63" HIGH X' (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 1070 TEPINICLOGY DRIVE NL'►(CIC3„ a 34275 1 56" MAX. DAYLIGHT OPENING 5 MAX. r -- DAYLIGHT OPENING 4 r . —T _ 1 / l-- -- -1--13' MAX. O.C. 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO' & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. ( 13" MAX. - - O.C. 4' MAX. 56" MAX. DAYLIGHT OPENING 4" MAX ELEVATION "E' - 63' HIGH "0" (SEE SHEET 5 FOR PRESSURES) i. "X`, "O" 'WO" & OX" ELEVAT7ONS 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING • � �--- -- 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) vft ALUMINUM CASEMENT WINDOW, IMPACT gz 3/2/03 I .. -.... • T sr* - • y. •�F • J :1; II 1. N 4 " s' • "X X WtNDp1NS TEST REPORTS: FTL -3532, FTL -3587 • - N • .. 1 • f : A. 1 . ! • n (1 ; A, i� . : " �aS«tV, :3 MIRK -3PIN4 - WIDTH . • a 4-i�l _ - 26.000 31.000 36.000 - ' •� 38.375 43.000 48.000 5 N G - •T. 54.000 N -'• 57.000 60.000 63.000 66.000 59.000 72.000 ' •� G " " Q' - N ''• N - OS '' - • ''•Z G - • NE - • . G POS N G PO 70.0 19.125 A -90.0 70.0 - 90.070.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _-90.0 { 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70:0 -90.0 70.0 -90.0 { 70.0 90.0 70.0 -90.0 70.0 -90.0 70.0 -90:0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 A - -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0. -86.3; 70.0 -842 1 70.01 -83.2 70.0 -81.7 70.0 - 131 -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - -90.0 70.0 , - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A , -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 ,-83.6 70.0 -79.9) 70.0 -75.4 70.0 72.4 70.0 -69.9 _69.9 ` -67.8 67.8 -68.2 j66.2 - 65.0 65.0 -63.7 63.711 13 -90.01 70.0 -90.0 - 70.0 -90.0 70.0 . -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.0 70.0 -90.01 70.0 i 90.0 70.0 170.a -90.0 70:0 -90.0 70.0 � . A 90.0 70.0 - 90.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 562 -53.4 , 53.4 -51.3 51.3 -49.8 49.8 - 48.3 48.31 87-90.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 50.0 70.0 - 90.0 70.0 i 32.000 A I -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.11 70.0 -61.8 61.8 -58.9 58.9 -56.11 56.1 -53.8 53.8 -50.4 50.4 - 47.7 -45.6, 45.6 - 43.9 43.9 -42.2 42.21 I_ B _ -90.0 70.0 -90.0 70.0 -90.01 70.0 -90.0 70.0 -90.070.0l-90.0 70.0 -90:0 70.0 -90.0 70.0 -90.0 70.0 � - 90.0.70.0 , -90.0 70.0 -90.0 70.0 1 -87_8 70.0 -84.4 70.0 36.000 k 770C - 3) -75.0 70.0 -75.01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 -75.0 -75.0 -73.7 -75.01 70,0 , 75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.01 70.0 75.0 - 70.01 -75.0 70.0 -70.4( 70(10 -60.4 60.4 -54.3 ( 54.3 1 -51.1 51.11 -47.9147.9 -44.8 44.8 -422 70.01 -75.0 70.0 , -75.01 70.0 -75.0 70.0 -75.0 70.0 70.0 - 67.9 -59.0 59.0 -52.8 526 -49.9 ^ 49.9 I -46.4 46.4i-43.5 .43.5 -41.1 70.0 1 -75.0 70.0 1 -75.0 70.0 -75.01 70.0; =75 =0 70.04-75.0 ' 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 42.2 -39.7 39.7 70.0 41.1 -75.0 -38.6 70.0 38.6 70.0 • - 75.01.70.0 60.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 • -75.0 -75.0 -75.0 -75.0 -75.0 • 70.0 70:0 70.0 70.0 70.0 70.0 • -75.0 -75.0 -75.0 -68.4 -61.8 GI.0 I i�':� ' 1 Gr1 -113 ��Li Lip• Q � EildL ' • is Ce! Gales 37.000 43.000 48.000 53.125 57.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75_01 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -75.0 70.0 70.0 68.4 61.8 -75.0 70.0 69.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.2 -60.0 -56.1 65.2 60.0 56.1 -75.0 -63.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 70.0 -75.0 -75.0 - 75.0 -69.6 -63.9 - 58.9 70.0 70.0 70.0 63.9 58.9 ire Tr -75.0 -75.0 -72.1 -58.5 -53.8 70.0 70.0 70.0 -75.0 -75.0 -69.5 70.0 70.0 69.5 -75.0 - 75.0 - 67.5 -58.0 -53.4 -47.7 70.0 70.0 67.5 58.0 53.4 47.7 34.000 A -75.0 70.0 75.01 70.0 -75.0 S -75.0 70.0 A -75.0 70.0 B ► 75.0 70.0 A 1 -75.01 70.0 B + -75.01 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS' 'T• W TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAM[ (3/16"A,.090,3/161-IS) `. (r,,) ALL. "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SI UP TO 32000" WIDE x 72.000" HIGH -90.0 70.0 COMPARATIVE ANALYSIS TABLE 3. BASED ON. 1 /4" TAPCONS OR #14 SCREWS WIDTH Rw"r ar parr FX 31703 n.s 26.000 31.000 36.000 38.375 43.000 48.000 -75.0 70.0 -75.0 70.0 72.000 A -75.0 70.0 -75.01 70.0 74.000 A -75.0 70.0 -75.0 70.0 TABLE 4.(BASED ON 1 /4" TAPCONS OR #14 SCREWS . GLAZING OPTION: N ALL XX " SIZES UP -TO 74.000" WIDE x 63.000" HIGH TAB 1 AND 9. GLASS TYPEA 70.0 75.0 70.0 -65.5 65.5 -57.5 57.5 . - 64.9 54.9 - 51.8 51.8 -48.6 ' 48.61 -452 PTI 70.0 75.0 70.0 - 65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 - 42.4 42.4 75.0 70.0 -70.4 70.0 - 60.4 60.4 -54.3 73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 U WIN A. 511 B. 5/16" LAM! (1/81-1S,.090,118"1-1S) HEIGHT 'TABLE 52(BASED ON 1/4" TAPCONS OR #14 SCREWS' "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) LALL "XX' SIZES UP TO 74.000" WIDE x 63.000" HIGH ( -90Af 70.0 1670 7MOCLGGYDRIVE FL 34275 P (f A M Y 1.470 54.3 -51.1 • _ i*i , 1 . 50.625 54.000 57.000 60.000 63.000 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 52.8 -49.9 49.9 - 46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 TEST REPORT: FTL -3582 75.0 70.0 452 -424 42.4 TEST REPORTS: FTL-3582 NOTE: IF USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'X X" WINDOWS IS LIMITED TO 48.7 P.S.F PRESSURES- X & XX CONFIG. WINDOWS Vic ALUMINUM CASEMENT WINDOW, IMPACT NOTE: "X' WINDOWS WIDER THAN 32" AVAILABLE AT MAX HEIGHT OF 63' ONLY. IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F Lucas A Tuner, P.E. 1 0 CA) N 0 b COAAP,A.Rx nVE ANALYSIS TABLE 6.(BASED ON 1!4" TAPCONS OR #14 SCREWS` "0" & "1/4-1/2 -114 X• ' • •4 "EST REPORTS: FTL -3580. FTL -3582 • l G. - i l•N : • 5/16" 1(1 : "A,.09i,1 : "HS=;=� •. c- :kallrgririrr , '!Z STIP1 rarc'ir; 48.000 55.500 101. •$ $ 106.375 106.375 108. 108. a s 26.000 NEG POS -75.0 70.0 -75.0 - 70.0 - 90.0 70.0 -75.0 70.0 -75.0 -75.0 - 90.0 70.0 7.5.0 70.0 -75.0 - 90.0 70.0 -76.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.01 70.0 -90.0 70.0 -75.0 90.0 -75.0 -90.0 -75.0 70.0 -75.0 -90.0 -75.0 -90.0 -72..9 -75.0 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 31.000 NEG POS -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 70.0 -90.0 - 75.0 70.0 -75.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 75.0170.0 -75.0 75.0 -90.0 -70.3 -75.0 -90.0 -85.0 -75.0 90.0 -60.8 60.8 -75.0 -90.0 70.0 -58.7 58.7 -75.0 -90.0 70.0 -75.0 -90.0 -75.0 -90.0 70.0 -56.2 -75.0 -90.0 -55.0 55.0 -75.0 70.0 -75.0 -90.0 70.0 - 53.4 53.4 -75.0 70.0 70.0 7110 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 56.2 70.0 70.0 70.0 -75.0 -75.0 -90.0 -73.7 POS 70.0 70.0 70.0 70.0 - 75.0 70.0 -90.0 70.0 - 67.8 67.8 -75.0 70.0 -90.0 70.0 -62.4 62.4 -75.0 70.0 -90.0 70.0 -58.0 58.0 - 75.0 70.0 -90.0 -54.3 -75.0 -90.0 - 75.0 70.0 - 90.0 70.0 - 48.7 48.7 -75.0 70.0 -90.0 -47.9 -75.0 -90.0 - 46.4 -75.0 -44.8 -75.0 -90.0 70.0 54.3 70.0 70.0 70.0 47.9 70.0 70.0 46.4 70.0 -90.0 70.0 70.0 70.0 70.0 - 90.0 70.0 -4221 422 70.0 NEG POS - 70.4 -75.0 -90.0 -67.9 -75.0 -90.0 70.0 -62.1 62.1 -75.0 70.0 -90.0 70.0 -58.4 58.4 -75.0 - 90.0 -54.6 -75.0 70.0 -90.0 70.0 -51.1 -75.0 70.0 70.0 70.0 67.9 70.0 70.0 70.0 54.6 51.1 70.0 -90.0 70.0 -48.3 48.3 -75.0 70.0 -90.01 70.0 - 45.4 45.4 75.0 -75.0 -90.0 -75.0 -90.0 X421 -75.0 -90.0 -40.9 -75.0 -75.0 70.0 -90.0 70.0 70.0 70.0 mESSI12221 70.0 70.0 70_0 70.0 40.9 70.0 -90.0 70.0 - 39.7 39.7 70.0 -60.4 -75.0 -90.0 .,.59.0 -75.0 -90.0 70.0 -90.0 70.0 -55.7 55.7 -49.8 49.8 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -63.3 63.3 -56.4 56.4 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 70.0 -52.7 527 -75.0 -90.0 70.0 -50.0 50.0 -75.0 -88.6 -75.0 -86.9 70.0 -75.0 -84.3 -46.2 -75.0 70.0. -81.8 -44.8 - 75.0 -75.0 POS 60.4 70. 70.0 59.0 70.0 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 70.0 70.0 49.1 70.0 70.0 70.0 48.2 70.0 70.0 -79.4 70.0 - 43.5 43.5 70.0 -54.3 -75.0 -90.0 - 52.8 -75.0 -75.0 - 86.0 -90.0 70.0 - 53.6 53.6 -75.0 POS 54.3 70.0 70.0 528 70.0 70.0 70.0 -90.0 70.0 -51.4 51.4 75.0 70.0 70.0 COW -75.0 70.0 -812 - 70.0 - 46.1 46.1 -75.0 70.0 IMEICEIEHEEZI -76.4 70.0 - 75.0 70.0 -75.0 70.0 - 43.9 43.9 -75.0 70.0 -72.5 70.0 Mang -75.01 70.0 - 70.71 70.0 - 75.0 70.0 - 69.0 69.0 -40.4 1 40.4 NEG POS NEG POS -51.1 51.1 -47.9 47.9 -75.0 70.01-75.0 70.0 -90.0 70.01 -90.0 70.0 -49.9 49.9 - 46.4 46.4 - 75.0 - 90.0 - 46.9 -75.0 -90.0 -53.4 -75.0 70.0 -90.0 -50.9 -75.0 -88.2 -48.61 48.6 -45.3 -75.0 70.0 -75.0 -80.9 -46.9 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 46.91 -43.6 43.6 70.0. -75.0 70.0 70.0 -90.0 70.0 53.4 -50.0 50.0 -75.0 70.0 -90.0 50.9 -47.5 70.0 ' -75.0 70.0 -81.8 70.0 -75.0 48.9 -43.5 70.0 -75.0 70_0 -66.5 43.4 -41.9 70.0 75.0 42.2 -40.8 70.0 -75.0 - 68.4 68.4 -63.6 - 41.2 41.2 -39.8 -66.7 -40.2 - 64.9 -39.2 -75.0 66.7 40.2 f -38.7 70.0 70.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 70.0 -75.7 70.0 -70.3 70.0 - 442 44.2 -42.2 42.2 -75.0 70.0 66.5 41.9 70.0 70.1 70.0 - 65.4 65.4 40.8 70.0 63.6 39.8 -75.0 70.0 -75.0 70.0 -61.8 61.8 38.7 - 75.0170.0 -75.0 64.9 - 60.4 60.4 39.2 -37.6 37.6 70.0 -75.01 70.0 57.000 NEG -44.8 -75.0 -90.0 -43.5 75.0 -90.0 -41.1 -75.0 - 90.0 - 46.9 -75.0 70.0 -75.0 -84.5 -44.7 -75.0 76.9 - 42.5 -75.0 -70.7 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 70.0 70.0 70.0 63.0 - 75.0 70.0 75.0 -61.8 81.8 -59.1 -39.1 391 -75.0 70.0 -60.1 - 75.0 - 37.6 - 75.0 -57.3 -36.7 POS NEG 44.81 -42.2 70_01-75.0 70.0 -90.0 43.5 -41.1 -75.0 70.0 -90.0 70 :0 -90.0 70.0 41.1 -38.6 38.6 - 36.5 36.5 70.0 -75.0 70.0 -75.0 70.0 70.0 -87.4 70.0 -83.2 70.0 46.9 -44.3 44.3 -41.9 41.9 70.0 -79.7 44.7 -42.1 70.0 75.0 -87.3 -39.2 70.0 -75.0 66.8 -63.5 40.1 -38.0 70.0 -75.0 -80.0 39.8 -37.8 -74.3 60.1 -57.5 38.5 -36.7 -73.3 58.7 -55.9 37.6 " 36.1 70.0 -722 - 71.0 70.0 -75.0 70.0 -75.0 70.0 -75.6 42.1 -39.7 70.0 -75.0 70.0 -72.4 70.0 -69.2 42.5 -40.4 40.4 -38.4 70.0 -75.0 70.0 -75.0 87.3 -64.1 392 -37.1 70.0 -74.3 63.5 -60.5 60.5 38.0 -36.2 38.2 70.0 -72.4 70.0 60.0 -57.3 37.6 -35.9 70.0 -71.8 59.1 -56.4 37.2 -35.4 70.0 -70.8 70.0 -69.6 55.9 -53.2 36.1 -34.2 70_01 -68.4 57.3 -54.5 54.5 -51.6 36.7 - 35.5 35.51 -33.7 70.01 -87.4 70.0 70.0 70.0 39.7 70.0 892 64.1 70.0 70.0 56.4 89.6 68.4 67.4 50.500 53.125 54.000 57.000 96.000 114.000 4 1 4.4• c A c A II a -75.0 75.0 -75.0 CUM 36.000 38.375 -75.0 - 75.0 70.0 70.0 70.0 -75.0 41.1 -38.6 36.7 -34.8 POS 39.7 70.0 70.0 38.4 70.0 70.0 51.6 33.7 WIDTH WIDTH 36.000 72.003 B 37.000 74.000 39.500 79.000 42.000 84.000 45.000 90.000 58.500 117. 60.000 120. Row fix FiC Com ileac Caw A A 70Z -77.1 43.000 70.0 r 0 TECKNCXOGY DRIVE p lkOCCAig, R.34275 48.000 - 63.3 50.625 63.3 - gra -59.1 54.000 59.1 55.9 GLAZING OPTION: D. 7/16° LAM1(3/161-1S..090,3/16"HS) ALL SIZES UP TO 60.000" WIDE X 63.000" HIGH AND ALL "XOX" S/ZES UP TO 120.000" WIDE x 63.000. HIGH - 53.0 60.000 63.000 53.0 -50.0 50.0 TEST REPORT: FTL-3580 ALUMINUM CASEMENT WINDOW, IMPACT I art itl■avz■Ms. Raw NOTE: IF USING 3/16- TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR '0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "X0X" WINDOWS IS LINTED TO 413 P.S.F. Appnwed as complying 'Mal do Fluids NOM 0 0 0 0 CO co PC COMPARATIVE ANALYSIS TABLE 8.(BASED ON 114" TAPCONS OR 414SCREWS ' i - "O ; -1 1 113 X• " WIN • "IW TEST REPORT: FTL -3582 , &LAZING OPTION: A 6 "l.AMI 118�'A..090,1/81-1S) "XO" WIDTH "XOX" WIDTH 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG -• N� ''ft N NEG P. N -. NEG PO NE • N' - •� ` P•Z N -• N ? -• 37.000 55.500 A 75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 [ 70.0 -75.01.. 70.0 -75.0 70.0 75.0 70.0 1 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 75.0 ` 70.0 - 75.0 70.0 ' 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A 75.0 1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 ' -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 .70.0 75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 ` 70.0 75.0 70.0 -75.0 70.0 -72.1 70.0 -89.5 695 -87.5 87.5 56.000 84.000 A - 75.0 70.0 75.0:70.0 -75.0 70.0 -750 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 -64.9 64.9 -82.7 62.7 -60.4 60.4 60.000 90.000 A , -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 ; -75.0 70.0 -68.4 68.4 -63.9 63.9 • -60.0 60.0 -58.5 58.5 -56.2 562. -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 , 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 • --56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.01 70.0 -68.4 66.4 -582 582 -55.6 55.6 ' -52.6 52.6 - 49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 106.375 A : -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61 .81 61.8 -55.1 511 -51.9 51.9 s -48.9 48.9 45.8 -42..8 42.8 - 40.3 40.3 72.000 108.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.8 = 44.8 -422 42.2 -39.7 39.7 74.000 111.000 A , - 75.0 70.0 -75.0 70.0 -73.7 70.0 - 87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 114" TAPCONS OR #14 SCREWS) "X0' or "OX" & 113 -1/3 -113 XOX" WINDOWS TABLE 10. (BASED ON 114" TAPCONS OR *14 SCREWS) FormS F.K TEST REPORT: FTL-3582 GLAZING OPTION: B. 5/16' LAMI (1 /8 ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "113 -1/3 -113 XOX' SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-75111 70.0 ALL 'XO" OR "OX" SIZES UP TO 74.000' WIDE x 63.000 HIGH AND ALL '113-113-1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000' HIGH 1 -60.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X0' OR "OX' AND 'XOX' WINDOWS IS UM(TED T041.3 P.S.F. Dam 3n ; REWSE TABLE GASS 7iTEA "XO" ar "OX" & '1/3- 113 -113 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7118' LAMI (3116"A..090.31161HS) 107a Ri.OGY DRIVE FL 34275 P.O. 1=9 PRESSURES- XO, OX, & 1/3- 1/3 -1,3 XOX W7NDO Tait 70.0 ALUMINUM CASEMENT WINDOW, IMPACT 3 0 .1 3 x NOAf� 4, f� Lucas A. Tumor. P.E. orsoiri P P O C N H TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "CX" & ' XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3116"HS,.090,3/16 HS) NOTE: IF USING:341t" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XO" OR "OX' AND 'XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rawl roc Drrc F.X. 3/17103 iVasabs Ciro Renoir: Dow A "XO' & `OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37_000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or `OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX FIXED WIDTH REVISE TABLE 11, &ASS TYPESA & C 107a TEO144CLOGYDRIVE nCxc FL 34275 NCKOAISS R.34274 I"° _ 1 a.. TEST REPORT: FTL -3580 1°°^" -90.0 70.0 PRESSURES- UNEQUAL CONFIG. XO, OX & XO ALUMINUM CASEMENT WINDOW, IMPACT 1 UNEQUAL LSTES UNEQUAL UTES UNEQUAL UTES Approval as complyieg with the 0'21 3/2 1/03 Lucas , PE "X0X" WIDTH VENT WIDTH FIXED WIDTH A. i6° n 1 118"A,.S'0,1I= TEST REPORTS: FTL-3580 = _'5/1•" ii 11/8 ,.s' , ':''' . /1- LAMI t1• " • _r 16 uV111 FTL -3582 ) ' 26.000 NEG ' s 36.000 NE ' s 38.375 EG - •T. 43.000 N - • 48.000 G 's . 50.625 NE '. • 54.000 • N "S - • 57.000 E POS 60.000. T. 63.000 'T . st 69264 19.125 31.014 A -75.0 70.0 -75.0 70.0 75.0 70.0 -74.1 70.0 - 64.9 64.9 -60.6 60.6 - 58.1 58.1 -56.1 56.1 53.3 53.3 -50.5 50.5 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 II -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 '86.9 24.000 38.919 A -75.0 70.0 -69.1 69.1 -53.4 63.4 - 6.5 56.5 -50.4 50.4 -47.5 47.5 44.1 44.1 -41.6 41.6 -39.2 392 -36.9 36.9 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -73.8 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 45.2 70.0 • 95.973 26.500 42973 -75.0 70.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 -552 552 -526 526 -49.1 49.1 - 46.2 46.2 -43.6 43.6 -41.1 41.1 70.0 : -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 - 70:0 -75.0 70.0 75.0 70.0 -75.0 c -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90:0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70:0 -73.1 70.0 108449 30.000 48.649 A -75.0 70.0 -53.5 53.5 -50.4 50.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 -44.9 44.9 -42.0 42.0 -40.1 40.t - 38.0 38.0 103 -75.0 -90.0 75.0 70.0 70.0 70.0 -75.0 -90.0 49.9 70.0 i 4...9 75.0 310 46.8 o o 00 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7E0 70.0 g •' u Y 70.0 -75.0 70.0 -75.0 70.0 -90.0 -51.3 70.0 51.3 -84.7 47.4 70.0 47.4 79.5 -45.5 70_0 45.5 -73.6 -4.2.. 70.0 427 69.7 -66.3 68.3 -63.1 63.1 115. = o' 32000 51.892 40.7 -38.6 38_6 -36.6 36.6 B -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -73.2 70.0 D -90.0 70.0 -90.0 70.0 -90.0 70.0 * -90.0 70.0 -78.6 70.0 -73.2 70.0 - 68.3 68.3 -64.8 64.8 -61.4 61.4 - 58.8 58.8 122.000 33.687 34.000 54.627 55.135 -75.0 70.0 -47.3 47.3 -44.0 44.0 - 48.4 48.4 -44.7 44.7 -42.8 42.8 -41.4 41.4 - 39.5 39.5 -37.5 37.5 - 35.7 35.7 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 75:0 70.0 44.9 70.0 -71.4 70.0 90.0 -75.0 70.0 70.0 90.0 - 46.8 70.0 46.8 -90. - 43.6 70.0 43.6 -85.8 -47.9 70.0 47.9 -74.0 - 44.3 70.0 44.3 - 69.4 -42.4 69.4 -64.7 -41.1 64.7 41.1 -6t.0 -39.3 61.0 39.3 -58.4 -37.3 58.4 37.3 -55.7 -35.5 55.7 35.5 -75.0 70.0 -75.0 70.0 75.0 70.0 ; 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -74.6 70.0 -71.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 -68.8 68.8 44.1 64.1 -60.5 60.5 -57.9 57.9 - 55.2 55.2 126.•• 34.791 56.418 A -75.0 70.0 45.5 45.5 -42.6 42.6 -46.7 46.7 -43.1 43.1 -41.6 41.6 -40.2 40.2 -38.7 38.7 36.9 36.9 -35.0 35.0 6 -75.0 70.0 -75.0 70.0 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 - 62.5 62.5 - 592 59.2 - 56.5 56.5 -53.8 53.8 130.000 35.896 58209 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 - 36.2 362 - 34.3 34.3 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 -88.6 68.6 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 -54.7 54.7 -51.9 51.9 130.378 36.000 • -74.3 70.0 -43.5 43.5 -41.0 41.0 - 45.0 45.0 -41.4 41.4 - 40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 36.1 -34.3 34.3 58278 0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -75.0 -79.6 70.0 70.0 -75.0 -69.1 70.0 69.1 -75.0 -85.1 70.0 65.1 -75.0 -60.5 70.0 60.5 -75.0 S7.4 70.0 57.4 -723 -54.6 70.0 54.6 - 68.5 -51.7 68.5 51.7 134.00 37.000 A 72.9 70.0 -422 422 - 39.7 39.7 43.5 *43.5 - 40.4 40.4 -39.2 39.2 -37.7 37.7 - 36.7 36.7 45.5 35.5 33.7 33.7 60.000 B 75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 75.0 70.0 -75.0 70.0 73.3 70.0 71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 67.3 - 63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "CX" & ' XOX" UNEQUAL LITE WINDOWS GLAZING OPTION: D. 7/16" LAMI (3116"HS,.090,3/16 HS) NOTE: IF USING:341t" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XO" OR "OX' AND 'XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rawl roc Drrc F.X. 3/17103 iVasabs Ciro Renoir: Dow A "XO' & `OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37_000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or `OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX FIXED WIDTH REVISE TABLE 11, &ASS TYPESA & C 107a TEO144CLOGYDRIVE nCxc FL 34275 NCKOAISS R.34274 I"° _ 1 a.. TEST REPORT: FTL -3580 1°°^" -90.0 70.0 PRESSURES- UNEQUAL CONFIG. XO, OX & XO ALUMINUM CASEMENT WINDOW, IMPACT 1 UNEQUAL LSTES UNEQUAL UTES UNEQUAL UTES Approval as complyieg with the 0'21 3/2 1/03 Lucas , PE MAX. HEIGHT (SEE SHTS. 2 & 3) Farad SPF Gar F.K x,17103 iSsamilic aim A VERTICAL SECTION • 5PERABt.E UNIT NO CHG 7713S SHEET MAX, VENT DAYLIGHT 0 OPENING l�J (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT O oGY dIWE NNOKO Ft 34275 fl AMY fS2S REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX MAX. VENT DA YLIGHT OPENING (SEE SHT. 2) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X SECTIONS MAX. WIDTH (SEE SHT. 2) HORIZONTAL SECTION - XX ALUMINUM CASEMENT WINDOW, IMPACT REFERENCE'XO' & "xoX' FFAMt /ASSEMBLY DETAIL, SHEET 9 REFERENCE "XX" FRAME . ASSEMBLY DETAIL, SHEET 9 OG Ap¢ :a. alth the IFteride Das b x ~ 0 1 3 boar r�1JF�►a!7[�r c Dodo era lica Coot at 'c■Z 3 /rr /o 3 Lucas A. Turner- PE- 2 w REVISED FRAME ASSY DETAIL SCREW SPACING EXTRUSIONS & ASSEMBLY DETAILS Appcovod r cam wick Ira Florida Date �:• .�li NOM /Y.+?�►,j► • ; Miami Dade Product Coma( FRAME ASSEMBLY TUBE, E, MAIL: 6063 -T6 =k' FRAME J#wiB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAIL: 6063-T6 Alm( rjr Pow FX 3/17.C3 mow or c mood Sy; Ow; 12 gmc tsar sr 1 Gil 1 i Gil .7 JVt•7 13" MAX. O.C. W1 (2) SCREWS 3' APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TE < SMS 13' MAX O.C. W/ (2) SCREWS 3" APART AT MID -SPAN 'X" FRAME JAMB "NCO" 8 "XOX" FRAME ASSEMBLY DETAIL 4In Artaser ClrowOaq Cos, #8x1 QUAD PH SMS (2) PER CORNER "O" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL :c7O T C t .GGr(RIVE NL1KCAt4 R 34275 P.O. BCX 1529 niacca C4 Ft 14 774 NOTE ALL ALUMINUM SHALL BE OF 6063 -T6 #3x1 "QUAD PH SMS (2) PER CORNER 1/,`..41...1- A -.., . SASH FRAME TOP OR BOTTOM RAIL 1.156" 2.139' SASH FRAME HEAD, SILL JAMB MA71: 6063 -T6 DWG# 7003A 2.854' FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A J NOM. L ..2.784" FRAME HEAD, SILL JAMB MATt: 6063 -T6 DWG# 7042A Lucas A Tumor. P.E. ..aac urn JC • 3 17TA3 !ma* Dim ax Cow Pawner tom. rir..oR A NO CHG THIS 9 rP12%...1 a LA a1 1012 TECHNOLOGY CAIW ha FL 342157 P.C. BCX 1319 NOVccws FL 34278 Visibly Berra 5116' GLAZING BEAD MATL: 6063 -T6 DWG# 7036 t 7/16" GLAZING BEAD MAIL• 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 arsr --� 1.124"r— .125" .093" CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT crow.. . 9 7 1 289. .04 � — f INSTALLATION HOLE COVER MAIL: 6063 -T6 DNiWG# 7007 2.701' Awroved as tlo* wick tat Maids Dot fl Z NOM - t� 4. a2 Miami Product Gamma 3 (/03 Lugs A Tumor. P.E. PE Ita201 CD N; CTI DWG # PGT. # DESCRIPTION DWG 4 7002A I MAN FRAME - 'BEAD. SILL & IAMBS L 1155 ; , i 31 s�Crs 3 X -1 QUAD PH SMS MAXIM SINGLE LOCK 71X18 FRAME CORNIER KEY 1 i 1/2"X1/2"XI/8" • CLOSED- CELL. FOAM TAPE i - , 7003A SASH - TOP, BOTTOM k SIDE RAILS 6 1155 781PQA X 1 QUAD PH SMS 7 7017 - 67017K LIB WEATHERSTRIP .187X240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -PONT LACK 10 7026 t SUPPORT PLATE 11 . ] NSTALLATION HOLE COVER 110 -24 X.562 PH. PN. TYPE F 12 7014 MULTI -LOCK 10EEPER (R.K & L.H. 13 U57 78)(78PPS1•01S 18 X .875 FE. PN. SMS 14 7013 BAR GUIDE 15 7015 ' TIE BAR ASSEMBLY 16 7028 ( MAXIM DYAD OPERATOR. 17 7027 MAXIMDUALARM OPERATOR 13 7030 PERATOR GASKET 19 7031 BACKING PLATE 20 18.32 X 375 P8. PN. TYPES 21 r 7832 STUD BRACT (LH. & R.H.) 22 78S8ZA #t8 X 5/8" FLT. PHIL SMS 23 7033 OPERATOR TRAC3C & SLIDER (DUAL ARM) 24 7022 SNAP-ON HANDLE 25 7023 - 12' HINGE (HEAVY DUTY) 26 710x32FP 10 X .500 PH.1'HL 5/16• LAMINATED (1/8A & 1/885 GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT EVE 31 5/16' LAMINATED (11B& =as GLASS) .090 INNER LAYER - SOLUTLA OR DUPONT PVB 32 7/16" L4MNATED (3/16A & 3/16H5 CRASS) .090 INNER IAYER - SOLUTTA OR DUPONT PVB 7/16' LAMINATED (3/I6HS & 3/1611S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5116") 41 7042 GLAZING BEAD (7/16") 43 1224 6TP247 VINYL BULB WST? (THICK) 44 SILICONE - DOW CORNING 899 OR 995 45 PARABOND 46 1634 6163K SE r2 G BLOCK 50 7006 SCREEN FRAME • 51 7040 SCREEN CORNER KEY 52 SCREEN LOTH 53 1635 61635K SCREEN SPLINE - SERRATED 54 331 60976 'tu 1 SCREEN CLIP 78x12PSTWIB = 8 X .500 SQ. PN. TEX SMS 55 67 7004A 67004 Y i T FRAME ASS'Y. TUBE 68 1 71'2X1PIPT 112 X 1" PH. PHIL TEK. 69 I 7011 LACK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 • 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE ..aac urn JC • 3 17TA3 !ma* Dim ax Cow Pawner tom. rir..oR A NO CHG THIS 9 rP12%...1 a LA a1 1012 TECHNOLOGY CAIW ha FL 342157 P.C. BCX 1319 NOVccws FL 34278 Visibly Berra 5116' GLAZING BEAD MATL: 6063 -T6 DWG# 7036 t 7/16" GLAZING BEAD MAIL• 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 arsr --� 1.124"r— .125" .093" CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT crow.. . 9 7 1 289. .04 � — f INSTALLATION HOLE COVER MAIL: 6063 -T6 DNiWG# 7007 2.701' Awroved as tlo* wick tat Maids Dot fl Z NOM - t� 4. a2 Miami Product Gamma 3 (/03 Lugs A Tumor. P.E. PE Ita201 CD N; CTI rA1c./ a LIZ 1 WIN 1. ITEM DWG 4 PGF. if DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7016 1 i SINGS LOCK KEEFER 8 X .750 QUAD PN SMS 75 1 - 70834A 80 7005A . 1 FIXED WINDOW FRAME - HEAD, SILL & IAMBS 81 1155 - 781P(�A ^#t X 1 QUAD PN SMS FDCED FRAME CORNER KEY 82 7010 83 1 7007 ] NSTALLATION HOLE COVER ..aac urn JC • 3 17TA3 !ma* Dim ax Cow Pawner tom. rir..oR A NO CHG THIS 9 rP12%...1 a LA a1 1012 TECHNOLOGY CAIW ha FL 342157 P.C. BCX 1319 NOVccws FL 34278 Visibly Berra 5116' GLAZING BEAD MATL: 6063 -T6 DWG# 7036 t 7/16" GLAZING BEAD MAIL• 6063 -T6 DWG# 7042 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 arsr --� 1.124"r— .125" .093" CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT crow.. . 9 7 1 289. .04 � — f INSTALLATION HOLE COVER MAIL: 6063 -T6 DNiWG# 7007 2.701' Awroved as tlo* wick tat Maids Dot fl Z NOM - t� 4. a2 Miami Product Gamma 3 (/03 Lugs A Tumor. P.E. PE Ita201 CD N; CTI cig 23,9.24 • ', P/PE r A-- PCL6* 1\ 86.00' e./r/z/rr EA.Ir 4". — -1 IP1 to: t•• ...• iE/VC 41eFEN 1 •tc4 - 24.“" 11.0' E / 57Y- 6,5.5. R5. A` /247 19.82' " v covelfro py -,' t Po acm ; •$- . . ci■ " !..75 )1.1." "I' --1 .... A ' ,...,, • \, 4 .] ; --,, 1 l' •:. ,„ 1 .\■ I, if. IV i /9.65 - !:1 •1. i . ", i \ •:!-' 1 1.1 i v I 1 d I - A , • , • • / 4. 5 ' CO NC 1 i< 1 '1 o ar • 2' Ce./RB GariER 24.0 ph: PI PE I • / C.) 7:4_LL,.._ C'iL ; i 2c7' ,AJ; 2942 L'/5C 5 /978 I .tt I i i t \ '■1 ,VS7 /02^/c Sr. '-■ ,t (_ 4, /t/E /0/ A poirl 0 iv OF 5Et.': - TWP 53- RGE 4E LC 77Q/ 5c, 300 1<a c SURVEY LCT - aL.GC:/ /85 E ,M SH2RE5_, (240E COUNTY,- ir-1.OR/D/1 Aoctrtiing tt% 7 Boo;■ tb cords of Cede County, SURVEYOR'S CERTIF!CATION: Vve hereby certify that the attached "Sketch of Sur- vey" of the above de roertv true and cor'ect tb„ tk.est of our knowl edge and beliefAreceitly surveyed und our direttionpil DONALD W. isilcINTOSH & ASSOCIATES, r,vC. Stitveyor State. of FlorCa NQ v,ALrl UNLESS CEALED voNALD sgi 7 .M.7 57. .SHOcS, A. 33 C5 78, 5 APPROVED WOOD BUCK 1'1/2"'OR MORE THICK (SEE NOTE 2) Fx 1/4" MAX. SHIM —1 #12OR#14 SCREWS 1117 MIN_ EMBEDMENT . OPERABLE UNIT FRAME TO WOOD BUCK 1 112 OR MORE THICK 114" MAX. SHIM 3/1e OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: ADDED 014 SCREW OPT; v APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) —7 114 MAX. SHIM 3116" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ••∎ wwnw>ra�M (3 •1■ II /I I.1a1 iI I� U r • • Y . 1 114' M1N. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" THICK 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2' OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 112' THICK TO BE ENGINEERED BY OTHERS. 110707ECNNOLOGY DRIVE NCB R 34275 P.O. 80,-X 1rs242 APPROVED W000 BUCK 1 112' OR MORE THE (SEE NOTE 2) 114" MAX. SHIM --i r - #12 OR #14 SCREWS I 1/4" MAX. SHIM 3/16' OR 1/4' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) a.1A11U511 ill q /IIIU 51411► �rW 1 1/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1 /7 OR MORE THICK -• - 1 114" L_ MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCI-iOFAGE SAILS APPROVED WOOD BUCK LESS THAN 1 1/2 : THICK (SEE NOTE 3) 1/4" MAX SHIM 3/16' OR 114' TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ALUMINUM CASEMENT WINDOW, IMPACT von1a5u tl 11./11••11111 S1111511111•• -I 1 Y • • • • .r 1 114" .,�.. MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 112" -THICK Approved as complytagyfith .Ike Raids Doe NOM Munn Dada hoioei Can t f /o j t Iraq A Turnar. P_E_ q 0 MIA MWADE BUILDING CODE COMPLIANCE OFFICE (3CCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) _ PGT Industries • 1070 Technology Drive Nokomis, FL 34274 MIAMI-DADE COUNTY. FLORIDA METRO -DADE FLAGLER DUILDING 110 WEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: I r • 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 (Al -U). 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 thc 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 scaled 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 Prf uct Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with thc 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 alter 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 alter thc 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 thc expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, thcn 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 thc 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 i WIDTH WINDOW HEIGHT _ 26.000 38.375 44.000 (50.625) 63.000 1 26.500 A A A A A 1 37.000 A A A A A 44.000 A A A A B (53.125) A A B & B 63.000 A B B 8 B t 74.000 A B B B B ARGE MISSILE IMPACT WINDOWS 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 CONFIGURATIONS: XO or OX 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. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT 3 HEAD & SILL; MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. REFERENCE TEST REPORT: FTL -1969 4 {SASH SIDE RAIL (Alum. 6063 -T5) 5 (GLAZING BEAD (Alum. 6063 -T5) 6 (WINDLOAD ADAPTER (Alum.. 6063 -T5) 7 [ FLANGE FRAME HEAD (Alum. 6063 -T5) 8 FLANGE FRAME SILL (Alum. 6063 -T5) 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSINC 612229 612230 6534571 612236 612237 612238 612239 9 FRAME SILL ADAPTER (Alum. 6063 -T5) 10 SASH TOP /BOT. RAIL (Alum. 6063-T5) 61 11 SCREEN RETAINER (Alum. 6063 -T5) 6532377 15 I # 10 x 1.000 Ph. Fl. SMS 4 Windlood Adapter screws) FASTEC 1 1 8 1 (0 midspan of frame sill) 1 1 1 ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX , ALUMAX ALUMAX 19I #8 x 1.000 PHIL P.H. SMS 781PQA 22 (Frame/Vent ossy. screws) MERCHANTS FASTENER 12 5/16" (.350) LAMINATED USING (2) 1/8" ANNEALED GLASS 13 5/16" (.350) LAMINATED USING (2) 118" HEAT STRENGTHENED GLASS 14 }ANTI -LIFT CHANNEL (Alum. 6063 -TS) 612244 ® midspon of vent) ALUMAX 20 SWEEP LATCH 71096 - 1 (11.5" from ends -vent mtg. roil) 2 (if height is >= 42 ") MINIATURE DIE CASTING 16 - •I #6 x 1.000 PH. PAN SMS 1 710X1 76X1PPA 2 for anti -lift channel) MERCHANTS FASTENER 17I WEATHERS IRIP, THIN WALL BULB VINYL 6TP247 8 1 per Glazing Bead TEAM PLASTICS 18 #8 x .500 PHIL. Fl SMS I 7856A 2 Sweep Latch screws 4 (when using 2 Sweep Latches) MERCHANTS FASTENER 70250 _3 1 Omids 70251 3 1 ®midspan 2 0 eo. end of vent top rail) an 2 1 4" from ends 4 from ends MASTER TOOL MASTER TOO' MASTER TOOL 241BRASS WHEELS 7BRWHL2 4 (2 per Roller Housing) VINYL — TECH /P.G.T. 25 (WEATHERSTRIP — PILEVINSEAL 61062W 2 ©vent top /bot roils & mtq. rail) SCHLEGEL CORP. 26 (SILICON 62899 DOW CORNING 27 IWEATHERSTRIP PULE VINYL RAGE Robert L. Clark. P.E PE #39712 6TP249 PST INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 (6 vent jamb rail) Revsd 8y. F.K. Rcvsd 8 ' F. K. Grown as 0.8. series /model: HS -710 Dote: 11/5/01 Dote: 1 /29/99 Dote: 2/16/98 Scole: Sheet: NTS 1 of 4 TEAM PLASTICS Revisions: UPDATE FOR RENEWAL Revisions: C —NO CHC THIS SHT Growing No. 4112 AF -12228 AF -12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214. X X 7 — ' _ — w o -251 170312 FS7826 -187 899 TP -249 PRODUCT Rty1JE1) dCb cotaplying with the Florida Buidlag Code Acceptance No 0 - • • . E plrrtion tc tttiry ' (t 3 t All ml Dade Prods ootrui IHK.Ioa Description: OX ELEVATION & 8.O. M. (LG. MISSILE) Titre: ALUMINUM HORIZONTAL SLIDING WINDOW 1 Rev:c 1/4" MAX LITE 1 1 1 X 58 FIXED DA"t MAX ;HT 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX OPENING -- - DAYLIGHT - I — DAYLIGHT OPENING • 8" MAX 4" MAX --� ELEVATION 1 --- 4 " MAX SEE NOTE 4 ON MEETING RAIL ANCHO ITEM 57" MAX VENT DAYLIGHT . - OPENING V.T. FLANGE FRAM DESCRIPTION .;AMB (Alum. 6063 —T5) 612225 2 [ FIXED MEETING RAIL (Alum. 6063 -T51 1612228 3 SASH MEETING -- RAIL- (Alum.- 6063 -T5) 2 QTY. /LOCATION ALUMAX VENDOR VENDOR # AF-12225 MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING 2.710 2.710 VERTICAL SECTION _ROUGH OPENING .500 2.094 .500 MAX. VENT DAYLGHT OPENING ROUGH OPENING 2.784 .090 INTERLAYER (MONSANTO SAFLEX OR DUPO Robert L. Clark, P.E. PE #39712 MAX. DAYLIGHT OPENING — MAX. WIDTH HORIZONTAL SECTION NT W /BUTAC(TE) 1/8" ANNEALED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 OR DUPONT W /BUTACITE) 1/8" HEAT STRENGTHENED GLASS Revse By: F.K. Revs By: Drown By: D.B. Title: Dots 11/5/01 Oote• 5/22/02 Dote: 2/1 6/98 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT PRODUCT REVISED as complying with die Aoit3L. Guiding Coda Am:ptanca No • — • ,0 02 Expiration Da • liZir • 7 ,• ac. C•...ol SECTIONS & GLAZING DETAIL ALUMINUM HORIZONTAL SLIDING WINDOW P.O. BOX. 1529 NOKOMIS. FL 34274 2.643 --1 EXTERIOR MAX. DAYLIGHT OPENING 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER' (MONSANTO SAFLEX �r+ias�Ato6er. HS -710 .705 1 2.784 f .500 1/2" GLASS BITE ROLE ^N OPENING APPROVED OD BUCK J • 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 v .. TYPICAL SILL SECTION SUBSTRATE ANCHORING 1/4" MAX.J SHIM •4' ---7 • - 1 1/4" MIN. • f - ..- 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK #10 WOOD SCREW — #10 WOOD- SCREW TYPICAL HEAD SECTION WOOD ANCHORING TYPICAL SILL SECTION WOOD ANCHORING APPROVED 2x WOOD BUCK 4• MIN. SHIM 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 Sttll�'t..ca 1 PST INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Revisions: UPDATED Revi FIX TAPCON DESIG. Dote: 11/5/01 Dale - 5/22/02 Revsd 8y: F.K. RerF 8y: D 8y: 0.8. Dote: • 2/16/98 Mt /DUCT REVISED as cvmptytw with the Flbriclaio i:a: og Cate Aagauc No I OZ Eipka le° Date • ?Mfg? trot Oadc ' roduct Divisloa Description: ANCHORAGE Title: ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: Scale: Sheet !Drawing No. HS -710 NTS 1 3 of 4 41 { 1 1/4" MIN. 1/4" MAX. SHIM 1/4" MAX_ SHIM 3/16" OR 1/4= TAPCON W/ #12 HD (SEE NOTE 1) 1/4" MAX. APPROVED WOOD BUCK TYPICAL JAMB SECTION SUBSTRATE ANCHORING 1 1/4" MIN. 1/4" MAX. SHIM-- #10 W000 SCREW APPROVED 2x WOOD BUCK TYPICAL JAMB SECTION WOOD ANCHORING - 1 1/4" MIN. • i e } a 2.784 --{ {-..- .737 OFLANGE FRAME JAMB 6063 -T5 ALUM. ---1 hi.-- .705 ® 5/16" GLAZING BEAD 1.187 .062 .062 2.074 ®FRAME SILL ADAPTER 6063 -T5 ALUM. REFERENCE TEST REPORT: FTL -1969 1.187 1.349 L .062 ---- -- I 1.403 0 FIXED MEETING RAIL 6063 -T5 ALUM. .062 .688 .723 ® WIND LOAD ADAPTER 6063 -T5 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. 1.373 ®SASH MEETING RAIL - 6063 -T5 ALUM. .062 • 1..273 L ..- 2.710 ---� O FLANGE FRAME HEAD 6063 -T5 ALUM. Robert L Clark, P.E. IFUlr INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL_ 34275 P.O. BOX 1529 Drown ey: F.K. Description: Tide: ® SASH SIDE RAIL 6063 -T5 ALUM. .062 -- -ll--.- 1.122 2.710 O FLANGE FRAME SILL 6063 -T5 ALUM. Dote: 11/2/01 EXTRUSION PROFILES Revsd 8y: Dote: Revisions: F.(t. 11/5/01 ADDFD SHT Revsd BX: Dote Revisions: F.K. 5/22/02 C —NO CNC THIS SHT 2.094 1 PRODUCT REVISED as com0)41'g with cue Plod u Budding Code Acceptance No F.spirst 8 Mtanal Dirk Product Comm) Division ALUMINUM HORIZONTAL SLIDING WINDOW Series /Model: (Scale: [ Sheet: Drawing No. I Rev: • " / ,Fo? Ceice C, 3D 7 1; PRINTKO ON NO. 1000E4 GLILARPRINT XS 7 Aix 1 Zi - e. 7 2%. reA:24 —7 . r G 3 7 . t a e /4 //V c BEA - .2 X S O,v /‘ C5 ■P' /-• ECALE. h" r•a-/.= 0 - -it. -28 - x /Yz - x 4 /0 egpz APPROVED BY: CaA4-9/7/o,./e-z) 70 A/47.)-5?z.'"' A?. 1-14-4 z,.e.ca r: ,e - ,747 - 4 /674 avrr /3e Nvivc / 6;4/A/c /A/ A6.e7A. (2 . -SECT OA= c 7574.2 c4 / 7 .4 ORA Y ) R SED pe /047 A/E. /o/ / 1 DRAWING NUMBER itX17 PRINIVO ON NO. 100014 CLLARPRINT .2/ ViAlr r x • 600 .,/•/),/in./y" 4 7 o.CV L , 2ox-6_ .0oo /-7 417 /dec. A/ /6. I W ?,;',Ve 3 Yes ' .,e, - 4/I•i■ C te0 0 %P . 2 4) ' Zi TUAL..■ 4 04 .z2e,Y ilezz. BCAI.E: 7z. El...40'11 -7 DATE: / a f Awe- v V . _ - cr / 4 1 APPROVED WY: r-z> /-_-}4.r.: 7 " ,./.!_.75 7; /7" DRAWN BV REVISED /,47 A/Z /o / 4%4' DRAWING NUMBER . • • L - . 111X17 PlIttleTED OM P40. toocn• ci.r.Alepplrer • "I „,,„ ....re • (fir 7. 7 .- Teliv,5.-. 7zowA4.ri...5 a. HI/ -Tex / r ® /PL ' RCAUEI CPATE! / • A/07X : / V*•= /EIS. r/O PAIGnert. Wier • ". APPROVED BY r • - 7 • • • ", ) .44,-`‘‘ - • . „soli • , fr.44 3z7 2,Z0 1/- - 60— ee-vnesv. 67 . • . DRAvall - • f°7( Rtsfisto -‘. 0/1„: BEAM AND COLUMN SCHEDULE MARK 503 663 773 873 1013 .094 .100 .110 .120 .133 21-8" 27 -8" 32 37 =4" 43' -10" .050 .055 .060 .070 .080 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 B MISC. C C C TYPE B MEMBER 202 202 202 1 X2 I X2 IX2 I X2 TYPE A A A A A A A A A A SIZE THICKNESS b 3.00 3.20 3.50 3.85 4.25 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 b 2.00 2.00 8' -0" 16L0" 13' - -0" 910" 14 -6" 11' -0" 12 -0" I2-o" 10 -8" HEIGHT 'SPAN BEAMS 5.00 6.60 770 8.70 10.10 4.00 6.00 7.00 8.00 10.00 3.00 2.00 4.00 6.00 7.00 3.00 4.00 v b' 3.00 3.00 320 347 3.75 3.00 3.00 3.00 4.00 4.00 SIZE b' SET (2 CABLES) SET (2 CABLES) SET (2'CABLFS) SET (2 CABLES) SET (Z CABLES) CABLES I -i TYPE '13' AND COLUMNS Ti 088 .094 .125 .125 .140 .050 .040 .060 .090 .140 T 050 DESCRIPTION STRUT TO 102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD THICKNESS SPAN T2 T2 .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 T .050 .050 32' - -0" -- 29 -0" 26 -0" 240" 21'- 4" T3 .094 .100 .100 .108 .117 .088 .094 .125 .125 .140 .050 .120 .180 .280 T .050 .120 MAX. BEAM SPAN SPACED [.'_e 5 -0" 18 - -2" 25 -0" 30 -3" 35 -11" 45 -3" 12 -2" 8 -O" 17 -1" 26 -0" 32 =3" 5 -0" 10 -4" 140" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2 #10X3/4" S.M.S. D0. DO D0. D0. ANCHOR AT 24" C -C •10X21/2" SMS 24 "C0 SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CAPI FS) 2 SETS (4CA81 FS) 2 SETS (4 CABLES) CABLES 6 -0" 20 -6" 26 -0" 304 35 -0' 41 17' -2" 23 28' -5" 33 -8" 42' - -6" 11 -5" 8 - -0" 16 -1" 24 -6" 30 -4" 6 -0" 9 -5" I2 -9" ANCHORS TO CONCRETE & (yAASONRY SHALL BE I/4 "X2I/2" THUNDERBOLTS # 10 X 2 1/2 S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED EQUAL. 7 19'-8" 24' -6" 28 -8" 33 1 5 " 39' - -2" 16' -6" 22 - -5" 26 -11" 32'- 1" 40 -4" 10' - -10" 8 -0" 15 -4" 23 -3" 28' - -10" 7 -0" 8 -9" 1 1 -9 "- 18' -10" 23'-5" 27 -4" 3I- II" 37' -4" I5' -8" 21 25 -10" 30 38' - -7" 10'- 4" 7 - -0" 14 22 -3" 27 -6" MAX. COLUMN SPAN SPACED 8' - -O" 8 -2" 11.0" D0. REMARKS W/ 2- 1 X2'S SNAPPED ON D0. D0. D0. D0. D0. W /2 -1 X 2'S SNAPPED ON D0. D0. *IOXV2" S.M.S. AT 24 "0.C. D0. D0. COLUMN SCHEDULE SPACE CHAIR RAIL 6L2" C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN & OUT 13 PS.F. TEST LOAD WIND IN li OUT 19.5PS F ROOF: DESIGN LIVE LOAD DOWN 7 PS.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP E. DOWN IO5PS F RECOVERY AT TEST LOAD 90%MIN. DEFLECTION LIMIT AT TEST LOAD L /80 NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE. 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE. 5.) A TOLERANCE OF .006 "; IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6) EXPOSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7.)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN P.V.C. PLASTIC. EXISTING STRUCTURE 2-#10 S.MS. 1 "x2V VB"L 6 "LANG l BOX BEAM I- BEAM 7 TYPICAL ROOF PLAN ALTERNATE FASCIA . LAG 1 "NEW MEM. TO OLD w/ 2 -1/4" X 5' LAGS INTO EA YRUSS OR RAFTER DETAIL 8 TYPICAL ELEVATION 202 2 3/32" NICO SLEEVE 8' -0 MAX. 2 ANCHORS 1/4 0 X 3" LANG GALV. BRACKET 2"22"2 1/8" L W/ 2# 10 S.M.S. EA. LEG DETAIL 9 .1200# BREAKING STRENGTH 3/32" SS. CABLE 3/32" NICO- SLEEVE EAVE &CORNER MEM 8 z 7F 10 S.M.S. 3" LONG 32 "SS. CABL.E SIDEWALL BRACING "WELDED EYE BOLT ca COLUMN 0 EAVE MEM NOTE: 3 /A_ I X 19 S.S CABLE, MFGb BY UNIVERSAL WIRE PRODUCTS OR EQUAL NOTE : THIS BRACING DOES NOT APPLY TO THAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR 'U OF AN EXISTING BLDG. COLUMN -'�... DETAIL 4 LL1 BEAM 202 202 102 EAVE ■ CORNER 1X2 2"X2 "XI /8 L EA. SIDE 1X2 0NC" '.. • t; 6 % w . - - . - . 1 6" 1 Hp 5 CONT. MIN. BY OMERSIII DETAIL 10 CABLE EA 102WIND BRACING DETAILS MISCELLANEOUS COMPONENTS BEAM CONNECTION USE 2 X2'X 1/("L x 2 "LB. EA.SIDE W/ 3010 S.M.S. TO BEAM 6 4# I0X 2 V2 SAS. TO FASCIA DETAIL 1 2 MIN. FASCIA DETAIL 5 II 3 1/2" 4IN BEAM CONNECTION USE 2 "2 2 X V8'L 2 LG. EA. SIDE W/2- 1/4' THRU BOLTS TO BEAM E. 4 -# 10X252" SM.S TO FASCIA NOTES: O TO 32' SPAN USE 4-# 10 SMS & 2 ANCHORS EA. COLUMN. OVER 32 SPAN USE 644 S.M.S. 6 4ANCHORS EA. COLUMN USE 2 ANCHORS & 4 S.MS. EA. SIDE OF CORNER COLS. 1 I -BEAM 102 BRACING SCHEDULE O - 16 USE 2 -# 10 SM.S. 16 -24 " 3 30' 35' " 6 " 35 UP USE CABLES ROOF BRACING LAYOUT (FREE STANDING CX FASCIA ATTACHED ENCLOSURES) 202 SNAP Box BEAM 20 10 SMS 10 PURLIN DETAIL 2 DETAIL 6 NOTE: NOT REQUIRED FOR 80X BEAMS DETAIL 3 SCREEN ENCLOSURE DETAIL SHEET LIMITATIONS : OVERHANGS - 1' TO 2 MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 40' -0" OVERHANGS -2' TO 3' MAX . SPAN OF SCREEN ENCLOSURE BEAMS • +J6 -0" OVERHANGS -3' TO 4' MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 30 OVERHANGS EXCEEDING 4' - MUST BE CHECKED BY THE ENG"R TO DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE . aPANS EXCEEDING THE ABOVE"LLMITATIONS MUST BE CHECKED BY THE ENG'R TO DETERMINE IF THE OVERHANG CAN SATELY l THE LOADED SCREEN ENCLOSURE f SAVE MEM. DETAIL 7 ENGINEER : ROBERT S. MONSOUR DATE: AUGUST 19, 1968 REVISED: AUGUST 9, 1972 JAN.8,1976 CLI MATPOL CORPORATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 408 NUMBER 1 071 NO. tra I. i idohi 3 3381 Atom ,94 BEAM AND COLUMN SCHEDULE MARK 503 663 773 873 1013 .094 .100 .110 .120 .133 21-8" 27 -8" 32 37 =4" 43' -10" .050 .055 .060 .070 .080 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 B MISC. C C C TYPE B MEMBER 202 202 202 1 X2 I X2 IX2 I X2 TYPE A A A A A A A A A A SIZE THICKNESS b 3.00 3.20 3.50 3.85 4.25 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 b 2.00 2.00 8' -0" 16L0" 13' - -0" 910" 14 -6" 11' -0" 12 -0" I2-o" 10 -8" HEIGHT 'SPAN BEAMS 5.00 6.60 770 8.70 10.10 4.00 6.00 7.00 8.00 10.00 3.00 2.00 4.00 6.00 7.00 3.00 4.00 v b' 3.00 3.00 320 347 3.75 3.00 3.00 3.00 4.00 4.00 SIZE b' SET (2 CABLES) SET (2 CABLES) SET (2'CABLFS) SET (2 CABLES) SET (Z CABLES) CABLES I -i TYPE '13' AND COLUMNS Ti 088 .094 .125 .125 .140 .050 .040 .060 .090 .140 T 050 DESCRIPTION STRUT TO 102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD THICKNESS SPAN T2 T2 .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 T .050 .050 32' - -0" -- 29 -0" 26 -0" 240" 21'- 4" T3 .094 .100 .100 .108 .117 .088 .094 .125 .125 .140 .050 .120 .180 .280 T .050 .120 MAX. BEAM SPAN SPACED [.'_e 5 -0" 18 - -2" 25 -0" 30 -3" 35 -11" 45 -3" 12 -2" 8 -O" 17 -1" 26 -0" 32 =3" 5 -0" 10 -4" 140" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2 #10X3/4" S.M.S. D0. DO D0. D0. ANCHOR AT 24" C -C •10X21/2" SMS 24 "C0 SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CAPI FS) 2 SETS (4CA81 FS) 2 SETS (4 CABLES) CABLES 6 -0" 20 -6" 26 -0" 304 35 -0' 41 17' -2" 23 28' -5" 33 -8" 42' - -6" 11 -5" 8 - -0" 16 -1" 24 -6" 30 -4" 6 -0" 9 -5" I2 -9" ANCHORS TO CONCRETE & (yAASONRY SHALL BE I/4 "X2I/2" THUNDERBOLTS # 10 X 2 1/2 S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED EQUAL. 7 19'-8" 24' -6" 28 -8" 33 1 5 " 39' - -2" 16' -6" 22 - -5" 26 -11" 32'- 1" 40 -4" 10' - -10" 8 -0" 15 -4" 23 -3" 28' - -10" 7 -0" 8 -9" 1 1 -9 "- 18' -10" 23'-5" 27 -4" 3I- II" 37' -4" I5' -8" 21 25 -10" 30 38' - -7" 10'- 4" 7 - -0" 14 22 -3" 27 -6" MAX. COLUMN SPAN SPACED 8' - -O" 8 -2" 11.0" D0. REMARKS W/ 2- 1 X2'S SNAPPED ON D0. D0. D0. D0. D0. W /2 -1 X 2'S SNAPPED ON D0. D0. *IOXV2" S.M.S. AT 24 "0.C. D0. D0. COLUMN SCHEDULE SPACE CHAIR RAIL 6L2" C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN & OUT 13 PS.F. TEST LOAD WIND IN li OUT 19.5PS F ROOF: DESIGN LIVE LOAD DOWN 7 PS.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP E. DOWN IO5PS F RECOVERY AT TEST LOAD 90%MIN. DEFLECTION LIMIT AT TEST LOAD L /80 NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE. 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE. 5.) A TOLERANCE OF .006 "; IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6) EXPOSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL 7.)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN P.V.C. PLASTIC. EXISTING STRUCTURE 2-#10 S.MS. 1 "x2V VB"L 6 "LANG l BOX BEAM I- BEAM 7 TYPICAL ROOF PLAN ALTERNATE FASCIA . LAG 1 "NEW MEM. TO OLD w/ 2 -1/4" X 5' LAGS INTO EA YRUSS OR RAFTER DETAIL 8 TYPICAL ELEVATION 202 2 3/32" NICO SLEEVE 8' -0 MAX. 2 ANCHORS 1/4 0 X 3" LANG GALV. BRACKET 2"22"2 1/8" L W/ 2# 10 S.M.S. EA. LEG DETAIL 9 .1200# BREAKING STRENGTH 3/32" SS. CABLE 3/32" NICO- SLEEVE EAVE &CORNER MEM 8 z 7F 10 S.M.S. 3" LONG 32 "SS. CABL.E SIDEWALL BRACING "WELDED EYE BOLT ca COLUMN 0 EAVE MEM NOTE: 3 /A_ I X 19 S.S CABLE, MFGb BY UNIVERSAL WIRE PRODUCTS OR EQUAL NOTE : THIS BRACING DOES NOT APPLY TO THAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR 'U OF AN EXISTING BLDG. COLUMN -'�... DETAIL 4 LL1 BEAM 202 202 102 EAVE ■ CORNER 1X2 2"X2 "XI /8 L EA. SIDE 1X2 0NC" '.. • t; 6 % w . - - . - . 1 6" 1 Hp 5 CONT. MIN. BY OMERSIII DETAIL 10 CABLE EA 102WIND BRACING DETAILS MISCELLANEOUS COMPONENTS BEAM CONNECTION USE 2 X2'X 1/("L x 2 "LB. EA.SIDE W/ 3010 S.M.S. TO BEAM 6 4# I0X 2 V2 SAS. TO FASCIA DETAIL 1 2 MIN. FASCIA DETAIL 5 II 3 1/2" 4IN BEAM CONNECTION USE 2 "2 2 X V8'L 2 LG. EA. SIDE W/2- 1/4' THRU BOLTS TO BEAM E. 4 -# 10X252" SM.S TO FASCIA NOTES: O TO 32' SPAN USE 4-# 10 SMS & 2 ANCHORS EA. COLUMN. OVER 32 SPAN USE 644 S.M.S. 6 4ANCHORS EA. COLUMN USE 2 ANCHORS & 4 S.MS. EA. SIDE OF CORNER COLS. 1 I -BEAM 102 BRACING SCHEDULE O - 16 USE 2 -# 10 SM.S. 16 -24 " 3 30' 35' " 6 " 35 UP USE CABLES ROOF BRACING LAYOUT (FREE STANDING CX FASCIA ATTACHED ENCLOSURES) 202 SNAP Box BEAM 20 10 SMS 10 PURLIN DETAIL 2 DETAIL 6 NOTE: NOT REQUIRED FOR 80X BEAMS DETAIL 3 SCREEN ENCLOSURE DETAIL SHEET LIMITATIONS : OVERHANGS - 1' TO 2 MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 40' -0" OVERHANGS -2' TO 3' MAX . SPAN OF SCREEN ENCLOSURE BEAMS • +J6 -0" OVERHANGS -3' TO 4' MAX. SPAN OF SCREEN ENCLOSURE BEAMS • 30 OVERHANGS EXCEEDING 4' - MUST BE CHECKED BY THE ENG"R TO DETERMINE IF THE OVERHANG CAN SAFELY SUPPORT THE LOADED SCREEN ENCLOSURE . aPANS EXCEEDING THE ABOVE"LLMITATIONS MUST BE CHECKED BY THE ENG'R TO DETERMINE IF THE OVERHANG CAN SATELY l THE LOADED SCREEN ENCLOSURE f SAVE MEM. DETAIL 7 ENGINEER : ROBERT S. MONSOUR DATE: AUGUST 19, 1968 REVISED: AUGUST 9, 1972 JAN.8,1976 CLI MATPOL CORPORATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 408 NUMBER 1 071 PGT Industries ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 00- 0912.05 JUN 2 8 2001 JUN 2 8 2006 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and thc original submitted documentation, including test supporting data, engineering documents, arc no oldcr 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 thc specific conditions of this Acceptance. 3. Renewals of Acccptancc will not be considered if: a. There has been a change in thc South Florida Building Code affecting the evaluation of this product and thc product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If thc Acceptance holder has not complied with all the requirements of this acceptancc, 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 cngincering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically bc causc for termination of this Acceptance, unless prior writtcn approval has bccn requested (through thc filing of a rcvision application with appropriate fcc) and grantcd by this officc. 5. Any of the following shall also bc grounds for rcmoval of this Acceptance: a. Unsatisfactory perfomiancc of this product or proccss. b. Misuse of' this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may bc displayed in advertising litcraturc. If any portion of the Notice of Acccptancc is displaycd, then it shall be donc in its cntircty. 7. A copy of this Acccptance as well as approvcd drawings and other documents, where it applies, shall bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspcction at the job sitc at all time. The engineer needs not reseal the copies. 8. Failure to comply with any scction of this Acccptancc shall bc causc for tcrmination and rcmoval of Acccptancc. 9. This Noticc of Acccptancc consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEPTANCE 3 // . Manu Per z, P.E., Product Co Produ.. 'ontroi Division .xarnincr r i m. n v •. * zq • , •s ' Ct. ` ` Miam ' oricia 33 . o 2 Orioin+nowra and Manutactuivalp of Aluminum Patio and Pool Encilo S z n c e _ ( CORPOic T i C' j e r Lois / 86 ,9„F iOttAW►ytiG R c•. Sus. I POOL DATA I POOL CAPACiTY did, 12.47: 1 — r LT F. R AREA 'ui, PA i.35.? A L I - 1 LTr?A'.1 O V RATE 9ACKWAS•+ RATE OVIV 1 CC TURNOVER RATE 14r. rt t oiIM Sits — i -"4 ,$ 1�. r • 1 I a r, 12.0 d L ADJUSTABLE COLLAR v LEGAL: • rn NOT E: Wall thickness. poured conc. —8 To P, � ' o ' quntte - - Tof 4... SO T ; j ' T soil conditions at this site ere eiT evate support t!... •esi7n load of 2500 psf. Should athc conditions or materials be encountered, the engineer shall be notified before proceedin with the work. - \- SKIMMER DETAIL 22,0 PLOT AND POOL PLAN Glazed ceromlc , tk /3 Y 4 ., 6" 74 OIA • WEIR PERK. BASKET THREAD 3 Water I !! vet ! 3(' 12 C-C wov ttg• .I_1" Ws. TYPICAL POOL SECTION t r RISERS • 1 1 SCALE: ," - L { �-- 1 1 t t 1 1 /0" ' lrYP. Precast cone or rustproof fiberglass Mom Drom L STEPS OE /L )1' 24- o c_ =- o Se. deck des. F G S -c /,- R 11 u9c, 3 5LAS NOTE CONDUCTOR ON LOAD SIDE G. F. C. I. SHALL BE KEPT ENTIRELY rt iNDEPENDENT OF ALL OTHER i11.1`�UI L�t^.V I'.F„AL E.Qu1f /ENT YOtio • SWIM - 007 LEDGE Der. Junction Poo/ Li9M WW/7£ MARBLE PLASTER ---- �� %ST££L FORM - OR KRArr BOARD i YPIICAL WALL SEC TION Rturn Line TILE i4 . 4 A: o MIN. 1 a b M /N. 4 SLAW 1vNC"ION SAftrr Goon A#Ov£ OECK AVTOAMTiC r s.porol• ci otolars end i Main Drain 1 A NON. CORROS/VE 1 . coAo C'T I I II S. T. STEEL L /GHT N /CNE ro EL£CTR /( PA NEC Nonuse/ 1 Parlor rends /!v T)tew.lorsr ear .` ^� 7O.L 4 1, - ._.... • �✓ ti 444111, 4 rip 07 P /P /NG /SOMETR/C t -. 1 MoIor Ser *ch ( Pump Molar Atop POOL w POisconn.c? S+ilch in Pr.cosr Ber 1 • " /Press Or Rigid Sc4OPVC Pip. in Poo/ Aron Ground AI/ Bor.s.L, W. Meter, El c . W/49 w,r.. ■ Alsio:frooluf Awe 1.0orrophor myth" is pkgs. a/ fropahrode a moo N II�M. ELECTR /CAL DIAGRAM Hi -roll. Sone Filter Noir & Lint Catcher CLOSING t LOCKING PIPING • NE'SN MAX. CHAIN LINK FENCE .coNc. rrG. 5. '\ 4" Slob "c4 CO. ALTERNATE SECTION SLOPE 3 - /M 0 MP A CO B N C x- CONC. rr,G. ' SLAB Rem: w /6.4:Io /to w //a5 CONT. McSN NOTE: MIN. WWII? Of DECK- 4 -0 DECX . FOOT /NG d SLAB DETAIL . tj 1 y 1 L - ' _ I - y - 1' t j 5 - T L A: _ !, GD�4 KG• :hi 11 A .D. lj • PLAN SCALE: 1 /*" i'- 0" t 44 -- c� �� 11E1'9, f 1 !1' I '_,- ' CONTRACTOR SHALL VEP,I Y _. _. ' - ALL DIMENSIONS AND • } CONDITIONS ON SITE -GENERAL NOTES: 1. All swimming pools shall bear on rock or undisturbed so . Al/ reinforcing steel shall be intermediate grade steel conforming to A.S.T.M. A -305. Steel shall be bent. lappdel; and p /aced in. accordance with, A.C.I. standards and Sp CifiCaJ1iOns. 3. Grote at Main Drain shall have a free area four limes t/Y orev of the suction line. 4. All pool piping shall be PVC. Schad. 40 non-thread, approved. e Wolter supply and disposal sholl be installed in a way so tha there is no cross connection with o domestic water supp /y<�y or water dispose/ system. Nair and lint strainer shall have removable screen with; 1 Aperture one sire larger than suction line. All metallic conduit, piping system, reinforcing steel, lighting fixtures and fixture housing, meta( por's of /odders divig boards and their supporf6 shall be .bonded together and grounded to o common ground. The bonding conductor shall not be smaller than ` 8 copper. t' 8. ..No ovhd wiring within /0' of pool. 9. Re-sp of bockfilling and compaction around pool and pool deck by General Contractor, not pool, Contractor. i0. thitlewaSh shot/ be to 'an under peso/ sump of /OP sl -ft � area' of ►ask dr a in r00Y � �" .;,�,:,,��i+►oFftrat�Q�,, °- ,� , etc. in cccordance. with local ordenonce. 11 Dlspftiaf..of poo/water shall conform to Sec. 5004 of t S.F.B.C. S-urtoce grading shall confine ponding of p o11 water, o ".;tri'thir lot lines and such ponding shall not >iR ore than /hr. after discharge. SWIMMING POOL FOR: ' JAMES RODGERS REGISTERED ENGINEER ! Y CAL 3 *West RIGHT -J LOAD AND EQUIPMENT SUMMARY Entire House Edd Helms Air Conditioning, Inc. 17650 NE 5th Avenue, Miami, FI 33162 Phone: 305653 -2530 Fax: 305-653-7933 Email: rthompsonigeddhelms,com Web: wwweddhelms.com cct ill l is iV,1 Outside db Inside db Design TD Building heat Toss Ventilation air Ventilation air Toss Design heat Toad For: Johnny Wayne 1247 NE 101 Street Miami Shores, FI 33138 Phone: 305 - 759 -935 Notes: ext: 455 n nr Winter Design Conditions Infiltration Weather: Miami, Intl Airport, FL , US 50 °F 70 °F 20 °F Summer Design Conditions Outside db Inside db Design TD Daily range Relative humidity Moisture difference 91 °F 75 °F 16 °F 50 % 53 gr /Ib Heating Summary Sensible Cooling Equipment Load Sizing 21655 Btuh Structure 29006 Btuh 0 cfm Ventilation 0 Btuh 0 Btuh Design temperature swing 3.0 °F 21655 Btuh Use mfg. data n Rate /swing multiplier 0.96 Total sens. equip. load 27846 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 0 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3588 Btuh Area (ft') 1488 1488 Total latent equip. load 3588 Btuh Volume (fta) 11904 11904 Air changes/hour 1.00 0.50 Total equipment load 31434 Btuh Equiv. AVF (cfm) 198 99 Req. total capacity at 0.70% SHR 3.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Trane Trade Trade A0. XL 14i n/a 4TTX4042A1 4TEE3F40A Efficiency 100.0 EFF Efficiency 14.5 SEER Heating input 0 Btuh Sensible cooling 31500 Btuh Heating output 0 Btuh Latent cooling 13500 Btuh Heating temp rise 0 °F Total cooling 45000 Btuh Actual heating fan 1500 cfm Actual cooling fan 1500 cfm Heating air flow factor 0.069 cfm/Btuh Cooling air flow factor 0.052 cfm /Btuh Space thermostat Load sensible heat ratio Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 89 % „ wrrcjhtso Right-Suite Residentiai ^'5.5.12RSR28324 2002- Jun - 2608.57:33 ACCK C: \My Documents \Wnghtsoft HVAC\Johnny Wayne :Save As Page 1 30 cfm maids room bath hall Air Handler Supply Plenum Copper Lines Under house Insulated and strapped to floor joist %" PVC Drain strapped under house drained to flower bed Open return with aux drain pan and float switch 142 cfm IDx 19 X?; I Concrete Slab 4M "\4X',4 unit cccurk:d \■ilh 2Ogi strap and miami tic downs manufactured by MIT kitchen 111 cfm florida room Sheet 1 156 cfm Wayne Steinberg 17850 NE S Avf ue Miami. F1,. 331 Ural%u I) ■: Ron 1 liunip∎u 6/13/02 Job II: Performed by RT for: Johnny Wayne 1247 NE 101 Street Miami Shores, Fl 33138 Phone: 305 - 759 -9350 Schedule Condensing unit Trane Model 4TTX4042A 1000A Cooling Capacity 50,000 BTU Sensible Capacity 37,400 BTU Minimum Breaker 25 amp Maximum Breaker 40 amp Unit secured to slab as per drawing 1/4" a 3/8" Copper per Manufacturer's Specs. Trane 4TEE3F65A 1000A 15 Seer 1/4" x 3/8" Copper under house strapped per code 1/4" PVC to drain under house to flower bed Open return 10kw Heater Maximum Breaker 60amp 1600 CFM raster bed room 6t Ductwork R-6 Ductboard R-6 Flex Return Duct R-6 Flex bath 3 91 cfm Air Handler Edd Helms Air Conditioning, Inc. 17850 NE 5th Avenue Miami, Fl 33162 Phone: 305-853 -2530 Fax: 305-653 -7933 :Li, A r: a Riggle So`/ -.0 Cpmmiicctoon# DD 035358 - � 33 2005 :9tti ^�P: � ThR11 Atian± Co., Inc Scale: 1/4" =1'0" Page 1 Right-Suite Residential (trn) 5.5.12 RSR28324 2002-Jun-25 12;11:28 cumentlVWrightsof HVACVohnn y Wayne J O'c -- \ /''' \: 0 ✓ v ANCHOR DETAIL: MIN.2" EMBEDMENT Anchor Plate PLY4 "x3 "x6" w/ (2) 3/8 anchor bolts (Min2 "Embedment, Min 5Y2 ° Edge Distance) MIN.S E3GE DISTANCE LOAD CAPACITIES FOR RED HEAD /BOLT IN CONCRETE EMBED_ TORQUE SIZE 1 -1/8 3.5 1 1,200 5/16 - 0 1 -1/4 8 1 1.400 /4 "0 DEPTH n -,.BS. 3/8 1 -1/2 14 1,620 2.560 2.240 2.800 1/2 1 -7/8" 20 5/8 "m 2 48 3,080 3/4 "m 2 -1/4" 90 LOAD CAPACITIES FOR RED HEAD /EtLT IN MASONRY UNITS N.TE SNEM k TENSION v.LUES or o.N.eoET sECEvc ANCHORS LEIGHT WEIGHT MEDIUM WEIGHT SIZE 1/4 1/2 5/8 "m EMBED. TOROUE HOLLOW CORE GROUT FILLED DEPT. Fr -WA 1vpE 1 -1/8 3.5 3/8 1 -1/2" 1 -7/8 2" 15 25 n.t.s. 2000 PSI TENSION 2.220 4,000 3.140 4,500 4,200 00 0104 1 ,1 20 ss- 640 SMEAR 1,360 1,620 1,120 640 CAR0o4 1,360 2.560 s. 1,160 000004 / s s. ANCHOR DETAIL: typical Min.2' mbedment Anchor Plate PL i "x3"w /anch bolts,Max.30 "o.c_, (Min.2 "Embedment, Min.5 "Edge Distance n.t.s. GENERAL NOTES 1. All pipe to be ASA Schedule 40. galvanized. 2. All welds sholl comply with the A.W.S. Code (latest edition). 3. All welds covered with corrosion resistont cooling. 4. All structures designed in accordance with the following Codes (latest edition). A. Florida Building Code, ASCE 7 -98 5. "The Canvas cover must be removed when o hurricane worning is issued and when wind approach 75 mph." 6. All connections shall be fully welded (U.O.N.). 7. All frames have been designed using rational analysis. 1 ( <E6011 2/16 TYPICAL WELD SIZE. UON SHEAR 1,620 6.440 10.200 TENSION 1,360 2.560 1,160 3000 PSI TENSION 1,600 2.040 1,920 4.400 6.060 511FM 1,360 1,620 2.560 2.560 4.000 4.000 2,220 2.100 'Y^C' 3.080 6.440 3.080 6.440 SHEAR 1.620 2.220 7.240 11.600 HOLLOW CORE TENS0FF 1,120 640 1,360 1,160 4000 PSI TENSION 2,100 2.600 SHEAR 1,620 3,100 3.040 4.400 5.000 6.120 8,900 SHEAR 2.560 2.560 8,080 13,100 GROUT FILLED reasIDn S11FM 1,620 620 1,120 640 1,360 1,620 1,360 1,160 2,400 2.560 2.560 2,220 4,000 2,100 4 .000 3,080 6.440 6,440 2.820 a O O 0 0 LEJ z N z O U 0 0 0 91 w z w x a 01 z a Nn CONSULTING ENGINEER: B, A, & K GROUP, INC. JOSEPH C. CHAN, P.E. PE 40587 tcNu / sEVot U E 12000 SW .32 STREET Miami, Florido 33156 Phone: (786 438 -1000 Fox: (305) 9,75 -5732 E -Moir ichon ©ep h net 1 � V O K 3 Q CY 0 si 9 0 00.1 3/4 "0 2 -1 /21 / / \ 4.200 10,200 / / • 4.200 10,200 0 January 10 2004 Job Name: Johnny Wayne 1247 N`t2 101 Street Miami Shores, Florida Job: FABRIC AWNING Site #: BAKGI 20041005 Prepared And Checked By: Joseph C. Chan, PE. 40587 FL Design Criteria: B, A, & K GROUP, INC. CONSULTING ENGINEERING • Calculations are as per Florida Building Code 2001 and adopted Standards • Wind Loads as per ASCE 7 -98 using corresponding loads, 90 mph (3 sec, Gust, Basic wind speed) [For Design Parameters and Loads see calculations] • AISC/ ASD Standard, Material ASTM A 53 SCH 40 • Combinations of Loads ASCE 7 -98 CH 2.4 Increases for allowable stress by 1.33 with the usage of Combination of Loads LC= WL +0.6DL, I = 1.0, kd = 0.85 Notes: 1. Shop drawings checked for structural requirements only; 2. Any deviation from conditions shown on calculations or shop drawings to be engineered separately; y 0/1-- 12000 S.W. 92nd Street, Miami, Florida 33186 Joseph €han PE # 405 7 FL. PHONE: (786) 488- 1000_FAX: (305) 675 -5732 Civ &,Structural Engineer EMAIL: jchan(clearthlink.net System Type Structure Type Equation Open Buildings and Other Structures Rigid Structures Solid Signs p =qz.Gf.Cf qz : at height z above ground Gf : Obtained by rational analysis Cf : given in Table 6 -11 STANDARD ASCE 7 - 98 Project : J. Wayne Subject : Awning Location : 1247 NE101 ST, Miami Shores Design Wind Pressure, p. Equation 6 -20 (ASCE7-981 Design wind pressures and forces are determined per equations given in section 6.5.13 Velocity Pressure Calculations qz Velocity pressure qz is calculated in accordance with section 6.5 qz = Velocity pressure © height (z) qz = Constant Kz Kzt Kd V 2 I qz = See wind pressure calculation table Where : Constant Mean Sea Level Air Density @ MSL Exposure Category = C Alpha = 9.50 Zg = 900.00 ft Basic Wind Speed = 90.00 mph Structure Height = 9.50 ft Length = 21.67 ft. Depth = 6.50 ft = Numerical constant = 1/2 [ ( Air density lb/ cu ft) / ( 32.2 ft/s )] [(mi /h )( 5280 ft/mi ) (1 hr /3600 s )] 2 = 0.00256 = 0.00 ft = 0.0765 lb/cu ft Page 1 (Open terrain) File : BAKGI1005 Date : 01/10/2004 Eng.: (Eq. 6 -13) (Eq. C6 -11) (Table C6 -1) Category = I (Table 1 -1) Importance Factor = 1.00 (Table 6 -1) (Table 6 -4) (Table 6 -4) (Figure 6 -1) STANDARD ASCE 7 - 98 Project : J. Wayne Subject : Awning Location : 1247 NE 101 ST,Miami Shores Velocity Pressure Calculations qz (Cont.) Where : Kz Kzt = Velocity pressure coefficient at height z = 2.01 (Z/Zg) ^ (2 /Alpha) for 15ft < =Z < =Zg = 2.01 (15/Zg) A (2/Alpha) for Z <15ft = 0.85 = Topographic factor obtained from Fig. 6 -2 =(1 +K1 K2 K3) 2 = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6 -6 = 0.85 Page 2 File : BAKGI1005 Date : 01/10/2004 Eng. . (Eq. C6 -3a) (Eq. C6 -3b) Heights (feet) Kz K3 Kzt Kd qz (pst) Cf p (psf) 50.01 - 59.00 1.12 1.00 1.00 0.85 19.74 1.20 19.47 40.01 - 50.00 1.09 1.00 1.00 0.85 19.21 1.20 18.95 30.01 - 40.00 1.04 1.00 1.00 0.85 18.33 1.20 18.08 25.01 - 30.00 0.98 1.00 1.00 0.85 17.27 1.20 17.04 20.01 - 25.00 0.95 1.00 1.00 0.85 16.74 1.20 16.52 15.01 - 20.00 0.90 1.00 1.00 0.85 15.86 1.20 15.65 0.00 - 15.00 0.85 1.00 1.00 0.85 14.98 1.20 14.78 STANDARD ASCE 7 - 98 Project : J. Wayne Subject : Awning Location : 1247 NE 1013 ST, Miami Shores Design Wind Pressure, p. (psf), Equation 6 -20 Design wind pressures and forces are determined per equations given in section 6.5.13 Page 4 File : BAKGI1005 Date : 01/10/2004 Eng. . • PGT Industries ACCEPTANCE No.: 00- 0912.05 APPROVED JUN 2 8 2001 EXPIRES JUN.2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Codc (SFBC), 1994 Edition for Miami -Dadc County, for thc 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 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with thc following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, datcd 4/28/00, signed and scaled by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in thc approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.125 (2 anchors) mullion or lx4x.125 (4 anchors) mullion, sec corresponding table in approved drawings. 3.3 Window sizcs and design pressures are to bc limited only to those appearing on charts referenced above and also listed in thc individual window's Noticc of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall bc installed in strict compliance with thc approved drawings. 4.2 This mullion can bc installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 with mullion option indicated. 6.1.2 The Noticc of Acceptance of each door and /or fixed lite attached to mullion. 6.1.3 Duplicate copies of approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show thc components selected for thc proposed installation. 6.1.4 Any other documents required by the Building Official or the South Flori Building Code (SFBC) in order to properly evaluate the installa '.n of t its system L/ , 2 Manu Perez, P.E. Product Co Produ ontrol Division Examiner STANDARD ASCE7 -98 Project : J. Wayne Subject : Awning Location : 1247 NE 101, Maimi Shores Gust Effect Factor, Gf. Obtained by Rational Analysis The gust effect factor Gf obtained by rational analysis uses the dynamic properties of the .system Factor K1 Values Obtained from Table 6-4 Calculated Values Force Coefficient Cf, Table 6 -11 Zmin = 15.00 ft e = 0.200 1 = 500.0 ft c = 0.200 Analysis = Category II : Rigid Structure - Complete Analysis z Iz Lz 0 9q gv G The pressure force coefficient is given in Table 6 -11 Location = Ground level Ratio : M/N = <6 Cf = 1.2 = 33.00 ft = c • (33/z) ^ (1/6) = 0.200 = l (z/33) ^e = 500.0 ft = Sqr [ 1/ ( 1+ 0.63 • ((b +h)/Lz] ^0.63 )] = 0.792 = 3.4 = 3.4 Gust Factor ( G ) = .925 • ((1 + 1.7 gq /z • Q / (1 + 1.7 gv . lz )J = 0.822 (Eq. 6-2) Page 3 File BAKGI1005 Date : 01/10/2004 Eng.: (Eq. 6 -3) (Eq. 6 -5) (Eq 6 -4) Beam B, A, & K GROUP, INC. CONSULTING ENGINEERING M O D E L D A T A File : BAKGI1005 Johnny Wayne, 1247 NE 101 St, Miami Shores, FL. Units : Kip -ft Date : 01/10/2004 Time : 4:09:27 Material : ASTM A 53, SCH 40 N O D E S Node X Y Z Floor [ft] [ft] [ft] 1 0 0 0 0 3 0.666667 1.33333 0 0 4 0 0.75 0 0 12 0 0 23.6667 0 18 0.666667 1.33333 23.6667 0 20 0 0.75 23.6667 0 23 0.666667 1.33333 2.36667 0 24 0.666667 1.33333 4.73333 0 25 0.666667 1.33333 7.1 0 26 0.666667 1.33333 9.46667 0 27 0.666667 1.33333 11.8333 0 28 0.666667 1.33333 14.2 0 29 0.666667 1.33333 16.5667 0 30 0.666667 1.33333 18.9333 0 31 0.666667 1.33333 21.3 0 53 0 0.75 11.8333 0 M E M B E R S NJ NK Description Section PAGE 7 1 1 6 1 P .75 A53 2 6 8 2 P 1.00 A53 3 2 7 3 P 1.00 A53 4 7 10 4 P 1.00 A53 5 3 5 5 P 1.00 A53 6 5 4 6 P .50 A53 7 1 4 7 P .50 A53 8 6 5 8 P 1.00 A53 9 8 9 9 P 1.00 A53 10 9 2 10 P 1.00 A53 11 10 11 11 P 1.00 A53 12 11 3 12 P 1.00 A53 13 9 10 13 P 1.00 A53 14 8 11 14 P 1.00 A53 15 12 13 15 P .75 A53 16 13 14 16 P 1.00 A53 17 15 16 17 P 1.00 A53 18 16 17 18 P 1.00 A53 19 18 19 19 P 1.00 A53 20 19 20 20 P .50 A53 Material 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchan @earthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 8 MEMBERS Beam NJ NK Description Section 21 12 20 21 P .50 A53 22 13 19 22 P 1.00 A53 23 14 21 23 P 1.00 A53 24 21 15 24 P 1.00 A53 25 17 22 25 P 1.00 A53 26 22 18 26 P 1.00 A53 27 21 17 27 P 1.00 A53 28 14 22 28 P 1.00 A53 29 7 32 29 P 1.00 A53 30 2 41 30 P 1.00 A53 31 3 23 31 P .50 A53 32 23 24 32 P .50 A53 33 24 25 33 P .50 A53 34 25 26 34 P .50 A53 35 26 27 35 P .50 A53 36 27 28 36 P .50 A53 37 28 29 37 P .50 A53 38 29 30 38 P .50 A53 39 30 31 39 P .50 A53 40 31 18 40 P .50 A53 41 32 33 41 P 1.00 A53 42 33 34 42 P 1.00 A53 43 34 35 43 P 1.00 A53 44 35 36 44 P 1.00 A53 45 36 37 45 P 1.00 A53 46 37 38 46 P 1.00 A53 47 38 39 47 P 1.00 A53 48 39 40 48 P 1.00 A53 49 40 16 49 P 1.00 A53 50 41 42 50 P 1.00 A53 51 42 43 51 P 1.00 A53 52 43 44 52 P 1.00 A53 53 44 45 53 P 1.00 A53 54 45 46 54 P 1.00 A53 55 46 47 55 P 1.00 A53 56 47 48 56 P 1.00 A53 57 48 49 57 P 1.00 A53 58 49 15 58 P 1.00 A53 59 30 39 59 P .75 A53 60 39 48 60 P .75 A53 61 28 37 61 P .75 A53 62 37 46 62 P 1.00 A53 63 26 35 63 P .75 A53 64 35 44 64 P 1.00 A53 65 24 33 65 P .75 A53 66 33 42 66 P .75 A53 67 50 51 67 P .75 A53 68 52 53 68 P .50 A53 69 50 53 69 P .50 A53 70 51 52 70 P 1.00 A53 Material 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000 (305) 675 -5732 EMAIL: jchanTLearthlink,net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 9 MEMBERS Beam NJ NK Description Section 71 51 54 71 P 1.00 A53 72 54 55 72 P 1.00 A53 73 52 27 73 P 1.00 A53 74 27 56 74 P 1.00 A53 75 55 45 75 P 1.00 A53 76 56 57 76 P 1.00 A53 77 57 36 77 P 1.00 A53 78 54 56 78 P 1.00 A53 79 55 57 79 P 1.25 A53 80 45 36 80 P 1.00 A53 81 13 58 81 P .50 A53 82 51 62 82 P .50 A53 83 58 59 83 P .50 A53 84 59 60 84 P .50 A53 85 60 61 85 P .50 A53 86 61 51 86 P .50 A53 87 62 63 87 P .50 A53 88 63 64 88 P .50 A53 89 64 65 89 P .50 A53 90 65 6 90 P .50 A53 91 58 31 91 P .50 A53 92 59 30 92 P .50 A53 93 60 29 93 P .50 A53 94 61 28 94 P .50 A53 95 62 26 95 P .50 A53 96 63 25 96 P .50 A53 97 64 24 97 P .50 A53 98 65 23 98 P .50 A53 99 49 40 99 P .75 A53 100 47 38 100 P .75 A53 101 43 34 101 P .75 A53 102 41 32 102 P .75 A53 Material 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanaearthlink.net Heights (feet) Area (sqr ft) p (psf) Force (Ibs) Shear (Ibs) Moment (Ib -ft) 50.01 - 59.00 0.00 19.47 0.00 0.00 0.00 40.01 - 50.00 0.00 18.95 0.00 0.00 0.00 30.01 - 40.00 0.00 18.08 0.00 0.00 0.00 25.01 - 30.00 0.00 17.04 0.00 0.00 0.00 20.01 - 25.00 0.00 16.52 0.00 0.00 0.00 15.01 -20.00 33 15.65 517 1,033 7,024 0.00 - 15.00 108 14.78 1,596 3,193 21,709 STANDARD ASCE 7 - 98 Project : J. Wayne Subject : Awning Location : 1247 NE 101 ST, Miami Shores Design Wind Forces Design wind forces are calculated as follows Total Area Base Shear Base Moment 33 (sq. ft.) 1,033 (Ibs) 7,024 (1b-ft) Page 5 File BAKG11005 Date : 01/05/2004 Eng. . File : BAKGI1005JohnnyWayne.FEM Finite Element Modeling 83 M 91 - M9 Date: 01/10/2004 Analysis: Pdelta 36 M 9 c ist 86 NMI 38 M 93 M 85 P Time: 4:00:01 Condition: LC=WL+0.6DL Typ. Lean-To Awning 35 Oil 7 76 P ?, 61 1 74 -- -- ,M 82 59 __-- ry M 53 __--1_---------<--M 4565 — 00 Of ---- 47 P 1 N .--- M 56, 7 la ____ ._ __ P 1 00 114-99: M 57 s .., 1.M-1 58 , , ■0 00 74731 Min Page 6 0 0 \ 00 1.0C M -1 :1 1.. , 0 0 _----- ____--- 1°1 ___---- p tlx 63 M 30 _ I _ so M 4 {, i 0 M 42 — t-- , ‘ 1 0 2 1 ____-- --- e___ to 4 ----- 0 00 ■_ ----- P 1 0 n, -- File : BAKG11005JohnnyWayne.FEM Finite Element Modeling Date: 01/10/2004 Analysis: Pdelta Time: 4:01:55 Typ. Lean -To Awning Condition: LC= WL +0.6DL Bending Moments Page 10 DISTRIBUTED FORCES ON MEMBERS ConditiBeam Dirl vall val2 Distl % Dist2 [Kip /ft] [Kip /ft] [ft] [ft] 55 Y 0.02 0.02 0 0 100 1 56 Y 0.02 0.02 0 0 100 1 57 Y 0.02 0.02 0 0 100 1 58 Y 0.02 0.02 0 0 100 1 59 Y 0.02 0.02 0 0 100 1 61 Y 0.02 0.02 0 0 100 1 63 Y 0.02 0.02 0 0 100 1 65 Y 0.02 0.02 0 0 100 67 Y 0.02 0.02 1 0 0 100 1 68 Y 0.02 0.02 0 0 100 1 71 Y 0.02 0.02 0 0 100 72 Y 0.02 0.02 0 1 74 Y 0.02 0 100 1 0.02 0 0 100 1 75 Y 0.02 0.02 0 0 100 1 76 Y 0.02 0.02 0 0 100 1 77 Y 0.02 0.02 0 0 100 1 81 Y 0.02 0.02 0 0 100 1 82 Y 0.02 0.02 0 0 100 1 83 Y 0.02 0.02 0 0 100 1 84 Y 0.02 0.02 0 0 100 1 85 Y 0.02 0.02 0 0 100 1 86 Y 0.02 0.02 0 0 100 1 87 Y 0.02 0.02 0 0 100 1 88 Y 0.02 0.02 0 0 100 1 89 Y 0.02 0.02 0 0 100 1 90 Y 0.02 0.02 0 0 100 1 ConditiDescription B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 12 L O A D C O N D I T I O N S - -Self weight multiplier-- Comb. Multx Multy Multz dl Dead load 0 0 -1 0 WL Wind Load 0 0 1 LC WL +0.6DL 1 0 0 0 0 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchan @earthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 11 L O A D D A T A File : BAKGI1005 Johnny Wayne, 1247 NE 101 St, Miami Shores, FL. Units : Kip -ft Date : 01/10/2004 Time : 4:09:47 Material : ASTM A 53, SCH 40 DISTRIBUTED FORCES ON MEMBERS ConditiBeam Dirl vall val2 Disti % Dist2 % [Kip /ft] [Kip /ft] [ft] [ft] WL 1 Y 0.02 0.02 0 0 100 1 2 Y 0.02 0.02 0 0 100 1 4 Y 0.02 0.02 0 0 100 1 6 Y 0.02 0.02 0 0 100 1 9 Y 0.02 0.02 0 0 100 10 Y 0.02 0.02 0 0 100 1 11 Y 0.02 0.02 0 0 100 1 12 Y 0.02 0.02 0 0 100 1 15 Y 0.02 0.02 0 0 100 1 16 Y 0.02 0.02 0 0 100 1 18 Y 0.02 0.02 0 0 100 1 20 Y 0.02 0.02 0 0 100 1 23 Y 0.02 0.02 0 0 100 1 24 Y 0.02 0.02 0 0 100 1 25 Y 0.02 0.02 0 0 100 1 26 Y 0.02 0.02 0 0 100 1 29 Y 0.02 0.02 0 0 100 1 30 Y 0.02 0.02 0 0 100 1 31 Y 0.02 0.02 0 0 100 1 32 Y 0.02 0.02 0 0 100 1 33 Y 0.02 0.02 0 0 100 1 34 Y 0.02 0.02 0 0 100 1 35 Y 0.02 0.02 0 0 100 1 36 Y 0.02 0.02 0 0 100 1 37 Y 0.02 0.02 0 0 100 1 38 Y 0.02 0.02 0 0 100 1 39 Y 0.02 0.02 0 0 100 1 40 Y 0.02 0.02 0 0 100 1 41 Y 0.02 0.02 0 0 100 1 42 Y 0.02 0.02 0 0 100 1 43 Y 0.02 0.02 0 0 100 1 44 Y 0.02 0.02 0 0 100 1 45 Y 0.02 0.02 0 0 100 1 46 Y 0.02 0.02 0 0 100 1 47 Y 0.02 0.02 0 0 100 1 48 Y 0.02 0.02 0 0 100 1 49 Y 0.02 0.02 0 0 100 1 50 Y 0.02 0.02 0 0 100 1 51 Y 0.02 0.02 0 0 100 1 52 Y 0.02 0.02 0 0 100 1 53 Y 0.02 0.02 0 0 100 1 54 Y 0.02 0.02 0 0 100 1 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchangearthlink.net File : BAKG11005JohnnyWayne.FEM Finite Element Modeling I Y X Date: 01/10/2004 Analysis: Pdelta Time: 4 :03:50 Condition: LC= WL +0.6DL Typ. Lean -To Awning Shear Forces Page 13 Fx= 1:55938 -- 0.135883 B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 14 A N A L Y S I S R E S U L T S File : BAKGI1005 Johnny Wayne, 1247 NE 101 ST, Miami Shores, FL. Units : Kip -ft Date : 01/10/2004 Time : 4:10:05 Material : ASTM A 53, SCH 40 R E A C T I O N S FORCES [Kip] MOMENTS [Kip *ft] Node FX FY FZ MX MY M E M B E R MAXIMUM F O R C E S M Z Condition LC= WL +0.6DL 1 - 1.43505 0.07083 - 0.01151 0.00000 0.00000 0.00000 3 1.55938 - 0.58163 0.02627 0.00000 0.00000 0.00000 4 - 0.13588 - 0.01815 - 0.00234 0.00000 0.00000 0.00000 12 - 1.43505 0.07083 0.01151 0.00000 0.00000 0.00000 18 1.55938 - 0.58163 - 0.02627 0.00000 0.00000 0.00000 20 - 0.13588 - 0.01815 0.00234 0.00000 0.00000 0.00000 23 0.00345 - 0.09258 - 0.00072 0.00000 0.00000 0.00000 24 0.00990 - 0.14953 0.00043 0.00000 0.00000 0.00000 25 - 0.00717 - 0.09210 - 0.00012 0.00000 0.00000 0.00000 26 0.05329 - 0.15579 0.00091 0.00000 0.00000 0.00000 27 3.16385 - 1.03975 0.00000 0.00000 0.00000 0.00000 28 0.05329 - 0.15579 - 0.00091 0.00000 0.00000 0.00000 29 - 0.00717 - 0.09210 0.00012 0.00000 0.00000 0.00000 30 0.00990 - 0.14953 - 0.00043 0.00000 0.00000 0.00000 53 - 0.26205 - 0.02656 0.00000 0.00000 0.00000 0.00000 31 0.00345 - 0.09258 0.00072 0.00000 0.00000 0.00000 SUM 2.99763 - 3.10424 0.00000 0.00000 0.00000 0.00000 Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 1 MAX 1.44 -0.07 0.01 0.00 0.01 MIN 1.44 -0.08 0.01 0.00 0.00 MEMBER 2 MAX 1.33 0.14 0.01 -0.01 0.00 MIN 1.33 0.10 0.01 -0.01 -0.01 MEMBER 3 MAX -0.03 -0.43 0.50 0.00 0.13 MIN -0.03 -0.43 0.50 0.00 -0.12 MEMBER 4 MAX -0.45 -0.09 0.00 -0.01 0.00 MIN -0.45 -0.12 0.00 -0.01 -0.00 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchan @earthlink.net 0.05 -0.01 0.12 - 0.10 0.11 - 0.11 0.09 - 0.12 B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 17 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 21 MAX 0.00 0.01 -0.00 0.00 0.00 0.01 MIN 0.00 0.01 -0.00 0.00 0.00 0.00 MEMBER 22 MAX -0.25 -0.10 -0.02 0.00 0.01 -0.00 MIN -0.25 -0.10 -0.02 0.00 0.00 -0.08 MEMBER 23 MAX 0.95 0.13 -0.01 0.01 0.00 0.10 MIN 0.95 0.09 -0.01 0.01 -0.01 -0.11 MEMBER 24 MAX 0.44 0.13 -0.00 0.01 -0.00 0.09 MIN 0.44 0.09 -0.00 0.01 -0.01 -0.12 MEMBER 25 MAX -0.97 -0.09 0.00 0.01 0.00 0.10 MIN -0.97 -0.12 0.00 0.01 -0.00 -0.11 MEMBER 26 MAX -1.35 -0.09 0.01 0.01 0.00 0.12 MIN -1.36 -0.13 0.01 0.01 -0.01 -0.10 MEMBER 27 MAX -0.03 -0.51 -0.00 -0.00 0.00 0.20 MIN -0.04 -0.51 -0.00 -0.00 0.00 -0.20 MEMBER 28 MAX -0.02 -0.38 -0.00 -0.01 0.00 0.20 MIN -0.02 -0.38 -0.00 -0.01 -0.00 -0.20 MEMBER 29 MAX 0.50 0.13 -0.00 - 0.01 0.01 0.13 MIN 0.50 0.08 -0.00 -0.01 0.00 -0.10 MEMBER 30 MAX -0.50 0.12 -0.00 -0.01 0.00 0.13 MIN - 0.50 0.07 -0.00 -0.01 0.00 -0.10 MEMBER 31 MAX 0.00 0.02 0.00 0.01 0.00 0.01 MIN 0.00 -0.02 0.00 0.01 -0.00 -0.00 MEMBER 32 MAX 0.00 0.02 0.00 0.01 0.00 0.01 MIN 0.00 -0.02 0.00 0.01 -0.00 -0.00 MEMBER 33 MAX 0.00 0.02 0.00 -0.00 0.00 0.01 MIN 0.00 -0.02 0.00 - 0.00 0.00 -0.00 MEMBER 34 MAX 0.00 0.02 -0.00 - 0.00 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.00 -0.00 -0.00 MEMBER 35 MAX 0.00 0.02 -0.00 -0.01 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.01 -0.00 -0.00 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanearthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 15 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip *ft] MEMBER 5 MAX -0.24 -0.23 -0.02 0.00 0.01 0.01 MIN -0.24 -0.23 -0.02 0.00 0.00 -0.12 MEMBER 6 MAX 0.13 -0.01 0.00 0.00 0.00 0.00 MIN 0.13 -0.02 0.00 0.00 -0.00 -0.01 MEMBER 7 MAX 0.00 0.01 0.00 0.00 0.00 0.01 MIN 0.00 0.01 0.00 0.00 0.00 0.00 MEMBER 8 MAX -0.25 -0.10 0.02 0.00 0.00 -0.00 MIN -0.25 -0.10 0.02 0.00 -0.01 -0.08 MEMBER 9 MAX 0.95 0.13 0.01 -0.01 0.01 0.10 MIN 0.95 0.09 0.01 -0.01 -0.00 -0.11 MEMBER 10 MAX 0.44 0.13 0.00 -0.01 0.01 0.09 MIN 0.44 0.09 0.00 -0.01 0.00 -0.12 MEMBER 11 MAX -0.97 -0.09 -0.00 -0.01 0.00 0.10 MIN -0.97 -0.12 -0.00 -0.01 0.00 -0.11 MEMBER 12 MAX -1.35 -0.09 -0.01 -0.01 0.01 0.12 MIN -1.36 -0.13 -0.01 -0.01 -0.00 -0.10 MEMBER 13 MAX -0.03 -0.51 0.00 0.00 0.00 0.20 MIN -0.04 -0.51 0.00 0.00 -0.00 -0.20 MEMBER 14 MAX -0.02 -0.38 0.00 0.01 0.00 0.20 MIN -0.02 -0.38 0.00 0.01 -0.00 -0.20 MEMBER 15 MAX 1.44 -0.07 -0.01 0.00 0.00 0.05 MIN 1.44 -0.08 -0.01 0.00 -0.01 -0.01 MEMBER 16 MAX 1.33 0.14 -0.01 0.01 0.01 0.12 MIN 1.33 0.10 -0.01 0.01 -0.00 -0.10 MEMBER 17 MAX -0.03 -0.43 -0.50 -0.00 0.12 0.11 MIN -0.03 -0.43 -0.50 -0.00 -0.13 -0.11 MEMBER 18 MAX -0.45 -0.09 0.00 0.01 0.00 0.09 MIN -0.45 -0.12 0.00 0.01 0.00 -0.12 MEMBER 19 MAX -0.24 -0.23 0.02 -0.00 0.00 0.01 MIN -0.24 -0.23 0.02 -0.00 -0.01 -0.12 MEMBER 20 MAX 0.13 -0.01 -0.00 0.00 0.00 0.00 MIN 0.13 -0.02 -0.00 0.00 0.00 -0.01 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanearthlink.net MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PCT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 APPROVED: 06/28 /2001 M I A M I -DA D E COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO-r)ADI: FLAGLER I1t111.DING 140 WEST FLAGLER STRIA r, SUITE 1603 MIAMI, I'I.ORII)A 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 CONTRACTOR l,l(:ENSIN(; SECTION' (305) 375.2527 FAX (305) 375.2558 CONTRACTOR F:,NFORCI:MIE:NF DIVISION (303) 375.2966 FAX (305) 375.2903 rilwl11Cr CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 1"x Std. Wall - Aluminum Tube Clipped Mullions 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 (13CCO) 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 jobsitc 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. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. I l'llG +'V70. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 11s04 5000 11pc20001\templa,eslrnotice accepunce cover page dot Internet mail address: nostmastcrtabuildinecodconline .com tik Hornenape: httn : / /www.buildin'codeonline.com B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 17 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 21 MAX 0.00 0.01 -0.00 0.00 0.00 0.01 MIN 0.00 0.01 -0.00 0.00 0.00 0.00 MEMBER 22 MAX -0.25 -0.10 -0.02 0.00 0.01 -0.00 MIN -0.25 -0.10 -0.02 0.00 0.00 -0.08 MEMBER 23 MAX 0.95 0.13 -0.01 0.01 0.00 0.10 MIN 0.95 0.09 -0.01 0.01 -0.01 -0.11 MEMBER 24 MAX 0.44 0.13 -0.00 0.01 -0.00 0.09 MIN 0.44 0.09 -0.00 0.01 -0.01 -0.12 MEMBER 25 MAX -0.97 -0.09 0.00 0.01 0.00 0.10 MIN -0.97 -0.12 0.00 0.01 -0.00 -0.11 MEMBER 26 MAX -1.35 -0.09 0.01 0.01 0.00 0.12 MIN -1.36 -0.13 0.01 0.01 -0.01 -0.10 MEMBER 27 MAX -0.03 -0.51 -0.00 -0.00 0.00 0.20 MIN -0.04 -0.51 -0.00 -0.00 0.00 -0.20 MEMBER 28 MAX -0.02 -0.38 -0.00 -0.01 0.00 0.20 MIN -0.02 -0.38 -0.00 -0.01 -0.00 -0.20 MEMBER 29 MAX 0.50 0.13 -0.00 - 0.01 0.01 0.13 MIN 0.50 0.08 -0.00 -0.01 0.00 -0.10 MEMBER 30 MAX -0.50 0.12 -0.00 -0.01 0.00 0.13 MIN -0.50 0.07 -0.00 -0.01 0.00 -0.10 MEMBER 31 MAX 0.00 0.02 0.00 0.01 0.00 0.01 MIN 0.00 -0.02 0.00 0.01 -0.00 -0.00 MEMBER 32 MAX 0.00 0.02 0.00 0.01 0.00 0.01 MIN 0.00 -0.02 0.00 0.01 -0.00 -0.00 MEMBER 33 MAX 0.00 0.02 0.00 -0.00 0.00 0.01 MIN 0.00 -0.02 0.00 - 0.00 0.00 -0.00 MEMBER 34 MAX 0.00 0.02 -0.00 -0.00 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.00 -0.00 -0.00 MEMBER 35 MAX 0.00 0.02 -0.00 -0.01 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.01 -0.00 -0.00 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanTt earthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING M E M B E R MAXIMUM F O R C E S PAGE 19 Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 51 MAX -1.30 0.01 -0.00 0.00 -0.00 0.01 MIN -1.30 -0.04 -0.00 0.00 -0.01 -0.03 MEMBER 52 MAX -0.98 -0.04 0.00 0.00 -0.01 0.08 MIN -0.98 -0.08 0.00 0.00 -0.01 -0.07 MEMBER 53 MAX -0.14 -0.11 0.01 0.01 0.02 0.17 MIN -0.14 -0.15 0.01 0.01 -0.01 -0.14 MEMBER 54 MAX -0.14 0.15 -0.01 -0.01 0.02 0.17 MIN -0.14 0.11 -0.01 -0.01 -0.01 -0.14 MEMBER 55 MAX -0.98 0.08 0.00 0.00 -0.01 0.08 MIN - 0.98 0.04 0.00 0.00 -0.01 -0.07 MEMBER 56 MAX -1.30 0.04 0.00 0.00 -0.00 0.01 MIN -1.30 -0.01 0.00 0.00 -0.01 -0.03 MEMBER 57 MAX -1.13 -0.03 -0.00 0.01 -0.00 0.06 MIN -1.13 -0.07 -0.00 0.01 -0.00 -0.07 MEMBER 58 MAX -0.50 -0.07 0.00 0.01 0.00 0.13 MIN -0.50 -0.12 0.00 0.01 0.00 -0.10 MEMBER 59 MAX 0.00 0.06 0.00 0.00 0.00 0.03 MIN -0.01 -0.05 0.00 0.00 -0.00 -0.06 MEMBER 60 MAX 0.02 0.00 0.17 -0.00 0.04 0.01 MIN 0.02 0.00 0.17 -0.00 -0.04 0.01 MEMBER 61 MAX -0.02 0.06 0.00 -0.00 0.01 0.04 MIN -0.04 -0.05 0.00 -0.00 -0.00 -0.05 MEMBER 62 MAX 0.03 -0.01 -0.85 0.00 0.21 0.01 MIN 0.02 -0.01 -0.85 0.00 -0.21 0.00 MEMBER 63 MAX -0.02 0.06 -0.00 0.00 0.00 0.04 MIN -0.04 -0.05 -0.00 0.00 -0.01 -0.05 MEMBER 64 MAX 0.03 - 0.01 0.85 0.00 0.21 0.01 MIN 0.02 -0.01 0.85 0.00 -0.21 0.00 MEMBER 65 MAX 0.00 0.06 0.00 - 0.00 0.00 0.03 MIN -0.01 -0.05 0.00 -0.00 0.00 -0.06 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchan�earthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 18 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip*ft] [Kip *ft] [Kip *f t] MEMBER 36 MAX 0.00 0.02 0.00 0.01 0.00 0.01 MIN 0.00 -0.02 0.00 0.01 -0.00 -0.00 MEMBER 37 MAX 0.00 0.02 0.00 0.00 0.00 0.01 MIN 0.00 -0.02 0.00 0.00 -0.00 -0.00 MEMBER 38 MAX 0.00 0.02 0.00 0.00 0.00 0.01 MIN 0.00 -0.02 0.00 0.00 0.00 -0.00 MEMBER 39 MAX 0.00 0.02 -0.00 -0.01 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.01 -0.00 -0.00 MEMBER 40 MAX 0.00 0.02 -0.00 -0.01 0.00 0.01 MIN 0.00 -0.02 -0.00 -0.01 -0.00 -0.00 MEMBER 41 MAX 1.14 0.08 -0.01 -0.01 0.00 0.06 MIN 1.14 0.04 -0.01 -0.01 -0.01 -0.07 MEMBER 42 MAX 1.31 0.01 0.00 0.00 -0.00 0.01 MIN 1.31 -0.04 0.00 0.00 -0.01 -0.03 MEMBER 43 MAX 0.99 -0.04 0.00 0.00 -0.01 0.08 MIN 0.99 -0.09 0.00 0.00 -0.01 -0.07 MEMBER 44 MAX 0.14 -0.11 0.02 0.01 0.03 0.17 MIN 0.14 -0.15 0.02 0.01 -0.01 -0.14 MEMBER 45 MAX 0.14 0.15 -0.02 -0.01 0.03 0.17 MIN 0.14 0.11 -0.02 -0.01 -0.01 -0.14 MEMBER 46 MAX 0.99 0.09 0.00 0.00 -0.01 0.08 MIN 0.99 0.04 0.00 0.00 -0.01 -0.07 MEMBER 47 MAX 1.31 0.04 0.00 -0.00 -0.00 0.01 MIN 1.31 -0.01 0.00 -0.00 -0.01 -0.03 MEMBER 48 MAX 1.14 -0.04 0.01 0.01 0.00 0.06 MIN 1.14 -0.08 0.01 0.01 -0.01 -0.07 MEMBER 49 MAX 0.50 -0.08 0.00 0.01 0.01 0.13 MIN 0.50 -0.13 0.00 0.01 0.00 -0.10 MEMBER 50 MAX -1.13 0.07 0.00 -0.01 -0.00 0.06 MIN -1.13 0.03 0.00 -0.01 -0.00 -0.07 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchan a,earthlink.net B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 21 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip*ft] [Kip*ft] MEMBER 66 MAX 0.02 0.00 -0.17 0.00 0.04 0.01 MIN 0.02 0.00 -0.17 0.00 -0.04 0.01 MEMBER 67 MAX 3.01 -0.13 0.00 0.00 0.00 0.08 MIN 3.01 -0.14 0.00 0.00 0.00 -0.01 MEMBER 68 MAX 0.25 -0.01 0.00 0.00 0.00 0.00 MIN 0.25 -0.03 0.00 0.00 0.00 -0.01 MEMBER 69 MAX 0.00 0.01 0.00 0.00 0.00 0.01 MIN 0.00 0.01 0.00 0.00 0.00 0.00 MEMBER 70 MAX -0.42 -0.17 0.00 0.00 0.00 -0.01 MIN -0.42 -0.17 0.00 0.00 0.00 -0.14 MEMBER 71 MAX 2.80 0.23 0.00 0.00 0.00 0.20 MIN 2.80 0.20 0.00 0.00 0.00 -0.18 MEMBER 72 MAX 2.14 0.24 0.00 0.00 0.00 0.17 MIN 2.14 0.20 0.00 0.00 0.00 -0.22 MEMBER 73 MAX -0.40 -0.42 0.00 0.00 0.00 0.22 MIN -0.40 -0.42 0.00 0.00 0.00 -0.02 MEMBER 74 MAX - 2.80 0.19 0.00 0.00 0.00 0.19 MIN -2.80 0.16 0.00 0.00 0.00 -0.17 MEMBER 75 MAX 0.98 0.28 0.00 0.00 0.00 0.23 MIN 0.98 0.24 0.00 0.00 0.00 -0.26 MEMBER 76 MAX - 2.13 0.21 0.00 0.00 0.00 0.17 MIN -2.13 0.18 0.00 0.00 0.00 -0.22 MEMBER 77 MAX - 0.97 0.27 0.00 0.00 0.00 0.23 MIN -0.97 0.23 0.00 0.00 0.00 -0.26 MEMBER 78 MAX -0.04 -0.66 0.00 0.00 0.00 0.35 MIN -0.04 -0.66 0.00 0.00 0.00 -0.35 MEMBER 79 MAX -0.08 -1.16 0.00 0.00 0.00 0.45 MIN -0.08 -1.16 0.00 0.00 0.00 -0.45 MEMBER 80 MAX -0.06 -0.96 0.00 0.00 0.00 0.24 MIN -0.06 -0.96 0.00 0.00 0.00 -0.24 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanaearthlink.net File : BAKGI1005JohnnyWayne.FEM Finite Element Modeling Date: 01/10/2004 Analysis: Pdelta y Time: 4:05:35 Condition: LC= WL +0.6DL Typ. Lean -To Awning Torsional Moments Page 20 MEMBER 96 MAX -0.05 MIN -0.05 MEMBER 97 MAX -0.05 MIN -0.05 MEMBER 98 MAX -0.05 MIN -0.05 MEMBER 99 MAX 0.00 MIN 0.00 MEMBER 100 MAX -0.00 MIN -0.00 MEMBER 101 MAX -0.00 MIN -0.00 MEMBER 102 MAX 0.00 MIN 0.00 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip *ft] 0.01 0. 01 - 0.01 - 0.01 - 0.00 -0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 23 0.00 0.00 0.00 0.00 0.00 0.00 - 0.64 -0.64 0.32 0.32 - 0.32 -0.32 0.64 0.64 0.00 0.00 -0.00 - 0.00 - 0.01 -0.01 - 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.16 - 0.16 0.08 - 0.08 0.08 -0.08 0.16 - 0.16 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 1000_FAX: (305) 675 -5732 EMAIL: jchanearthlink.net 0.01 0. 00 0.02 0.01 0.00 0.00 0.00 - 0.00 - 0.00 - 0.00 - 0.00 -0.00 0.00 - 0.00 B, A, & K GROUP, INC. CONSULTING ENGINEERING PAGE 22 M E M B E R MAXIMUM F O R C E S Condit.: LC= WL +0.6DL Axial Shear V2 Shear V3 Torsion M22 M33 [Kip] [Kip] [Kip] [Kip *ft] [Kip *ft] [Kip*ft] MEMBER 81 MAX -0.02 0.02 0.01 - 0.01 0.01 0.01 MIN -0.02 -0.02 0.01 -0.01 -0.02 -0.00 MEMBER 82 MAX -0.02 0.02 0.02 -0.01 0.02 0.01 MIN -0.02 -0.02 0.02 -0.01 -0.03 -0.00 MEMBER 83 MAX -0.02 0.02 0.01 -0.01 0.01 0.01 MIN -0.02 -0.02 0.01 -0.01 -0.00 -0.00 MEMBER 84 MAX -0.02 0.02 -0.00 -0.00 0.01 0.01 MIN -0.02 -0.02 -0.00 -0.00 0.00 -0.00 MEMBER 85 MAX -0.02 0.02 0.00 0.01 0.01 0.01 MIN -0.02 -0.02 0.00 0.01 0.00 -0.00 MEMBER 86 MAX -0.02 0.02 -0.02 0.01 0.02 0.01 MIN -0.02 -0.02 -0.02 0.01 -0.03 -0.00 MEMBER 87 MAX -0.02 0.02 -0.00 -0.01 0.01 0.01 MIN -0.02 -0.02 -0.00 -0.01 0.00 -0.00 MEMBER 88 MAX -0.02 0.02 0.00 0.00 0.01 0.01 MIN -0.02 -0.02 0.00 0.00 0.00 -0.00 MEMBER 89 MAX -0.02 0.02 -0.01 0.01 0.01 0.01 MIN -0.02 -0.02 -0.01 0.01 -0.00 -0.00 MEMBER 90 MAX -0.02 0.02 -0.01 0.01 0.01 0.01 MIN -0.02 -0.02 -0.01 0.01 -0.02 -0.00 MEMBER 91 MAX -0.05 -0.00 0.00 0.01 0.00 0.00 MIN -0.05 -0.00 0.00 0.01 0.00 0.00 MEMBER 92 MAX -0.05 -0.01 0.00 0.00 0.00 0.02 MIN -0.05 -0.01 0.00 0.00 0.00 0.01 MEMBER 93 MAX -0.05 0.01 0.00 -0.00 0.00 0.01 MIN -0.05 0.01 0.00 -0.00 0.00 0.00 MEMBER 94 MAX -0.05 -0.02 0.00 -0.01 0.00 0.03 MIN -0.05 -0.02 0.00 -0.01 0.00 0.00 MEMBER 95 MAX -0.05 -0.02 0.00 0.01 0.00 0.03 MIN -0.05 -0.02 0.00 0.01 0.00 0.00 12000 S.W. 92nd Street, Miami, Florida 33186 * PHONE: (786) 488- 10005AX: (305) 675 -5732 EMAIL: jchanr&earthlink.net Checking O := 3 •inx4 "Anchorbolts wlEmbed :_ 8 kip a 1000•Ib ksf =1000•psi kipft= 1000.Ib•ft Edge Distance: ED = 3.5 °in B, A, & K GROUP, INC. Page 25 CONSULTING ENGINEERING Ta 10450•1b •EDf•Spf Ta = 2.09 .kip Embed = 1.875 in :_ 4 20065•Ib Sa :_ •ED f •Spf Sa = 2.508 .kip 4 Uplift := 156•Ib (Frame calculation) # of anchors: a = 1 O := 3 .in 8 Horizontal Load: HL := 53•Ib (Frame calculation) Uplift = 156.0 °Ib per anchor EE Checking t := 3 .inxb :_ 11 + I•inxd := 2•in ASTM A53 steel plate 16 Column Height: ht := 8•ft + , 3 + 1 ire ht = 8.292 oft 2) M: =3.in co := ( Embed - 2.0 - 0 ) / ht` Ft = 1.811 °ki Horizontal Force: Ft HL 1 + M/ I p co = 0.75 °in Ft Force at pipe: F t2 • l F t2 0.905 =kip t = 0.187 in b = 1.5 °in d = 2 in = Bending Moments: Section of Modulus: b•(d) Sy '_ 6 M Ft2 fb MFt2 Sy M Ft2 F t 2•co Sy = 1 °in fb MFt2 = 0.679 °ksi Fb := 0.75.53•ksi Fb = 39.75 °ksi if (Fb> fb MFt2' "OK" , "NG ") = "OK" Q ED = 3 + 1 30 8) \ 2 / kipin =1000 psi = Ib 2 ksi =1000•psi in EDf := 0.80 ED f := 0.50 Spacing = 30 in Spf 1 M Ft2 = 0.679 °kipin 12000 S.W. 92nd Street, Miami, FL. PHONE: (786) 488-100C File : BAKG11005JohnnyWayne.FEM Finite Element Modeling Y Date: 01/10/2004 Time: 4:07 :30 Condition: LC= WL +0.6DL Analysis: Pdelta Typ. Lean -To Awning Axial Forces Page 24 EM3EMENT Embed = 1.875 .in IC APP B, A, & K GROUP, INC. Page 2I CONSULTING ENGINEERING 12000 S.W. 92nd Street, Miami, FL. 2x0 0/2 3x0 0.0 _IEA _C MI,�✓ E [ 3ISTANCE ED = 3.5 °in b = 1.5 in !SIN, EZE PISTANCE ED = 3.5 .in d =2°in PHONE: (786) 488 -1000 GLAZING PRODUCT , / TYP. IIUL ION N GRAZING PRODUCT 4 `rr' GLAZING PRODUCT H NOTES: W - W7+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 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 ANCHORS: TYPES, C" OR D' BOTH ENDS H 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 GLAZING PRODUCT TYr. .AJULUON GLAZING PRODUCT 2 { 1 H1 H —H1 +x2 (1) WINDOW MULLED w/oNE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +1-12 MULL LENGTH = W ANCHORS: TYPE 8; C' OR D" BOTH ENDS w W1 W2 W W — Wt +W2 H - H1+442 H2 H1 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MI) MAX OPENING = H OR H1 +N2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W 1 +W2 MULL LENGTH = H1 FtjT INDUSTRIES Robert � Zy�/ L ''ark., PE. #39712 Strm --rp n1 AmCHORS TYPE ANCHORS: TYPE B C'OR'C BOTH ENOS H TYP. b+ULLION GLAZING PRODUCT W GL1ZWNG PRODUCT GLAZING GLAZING PRODUCT PRODUCT H2 1 W t l W2 --r W3� W W - W 7 -W2 +W3 • — H;4-H2 MULTIPLE WINDOWS MULLED 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 = W1 +W2 OR W2+ W3 MULL LENGTH = H1 APPROVED AS COMPLYING %Vali THE SOUTH FLORIDA TILITLDING CODE „E JUN BY n u J F' T NTRCL DIVISICN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 Rsysc By. TOate: 1070 TECHNOLOGY DRIVE' P.O. BOX 1529 NOKOMIS. Ft .34275 NOKOMIS. Fa .3 Drawn 8y i Date: R.I.P. { 4/28/00 Chkd By Series/Voce': MULLS Oat *. Rervs:ons: Scote: NTS Viet t: 1 a5 Description: ARRANGEMENT DETAIL STD. WALL MULL /ON Ora.:ng ho. 5620 Rev. Checking Welding fb := t•b•d•0.3.60 kip . 3 m 3 2 Aw: =t•d Aw= 0.375 °in I = t d I 0.125°in S = t d S 0.1250in 12 6 fwt ( Uplift + M Ft2 Aw Sx/ Fw := 0.3.53•ksi Fw = 15.9 oksi if( Fw >fwt, "OK" , "NG" ) = "OK" TaSa _ Uplift + (HL•d)•12 + HL TaSa 0.4 combined Ta (d - 1.in)•2•Ta Sa combined = if (TaSa combined < 1.33, "OK" , "NG") _ "OK" 12000 S.W. 92nd Street, Miami, FL. B, A, & K GROUP, INC. Page 26 CONSULTING ENGINEERING weld size 2 •in 16 fb = 10.125 .kip if (fb> F t2 , "OK" , "NG ") = "OK" fwt = 5.849 °ksi PHONE: (786) 488 -1000 Checking Welding fb := t•b•d•0.3.60• . 3 in 3 2 Aw: =t•d Aw= 1.5 °in IX td I 4.5Din S t d S= 1.5Din 12 6 fwt Uplift + M Ft2 Aw S X Fw 0.3.53•ksi B, A, & K GROUP, INC. Page 29 CONSULTING ENGINEERING Min weld 2 •in 16 fb = 81 'kip if (fb> F t2 , "OK" , "NG" ) = "OK" fwt = 5.737 Dksi TaSa _Uplift + (HL d) 12 + HL TaSa 1.322 combined = Ta ( d - 1 in) 2 Ta Sa combined = if (TaSa combined 1.33 , "OK" , "NG ") = "OK" Fw = 15.9 Dksi if( Fw> fwt, "OK" , "NG" ) = "OK" 12000 S.W. 92nd Street, Miami, FL. PHONE: (786) 488 -1000 Joseph C. Chan PE # 40587 FL. B, A, & K GROUP, INC. CONSULTING ENGINEERING Checking O := 3• "Bolts w)Embed := I 1 + 7 8 8 20065•Ib Sa := ED f.Spf Sa = 2.508 okip 4 ED :_ (3 + 7 •in_Spacing := 3 in \` 8 Ta 10450•Ib .EDf•Spf Ta = 2.09 okip Embed = 1.875 °in 4 Page 28 kip=1000•Ib ksf=1000•psi kipft =1000•Ib•ft kipin=1000•Ib•in psi = l b ksi =1000•psi in Edge Distance: ED = 3.875 oin EDf := 0.80 ED f := 0.50 Spacing = 3 yin Spf 1 Uplift := 1559•Ib (Frame calculation) E := 4 anchors #: O = 0.375 oin ,Hole := 1 •in - 16 Horizontal Load: HL := 150•Ib (Frame calculation) Uplift = 389.8 olb per anchor Checking 1/4 "x3 "x6" ASTM A53 steel plate t :_ lin b := 3 in d := 6•in 4 Column Height: ht := 8.ft + 3 + 1 ht = 8.292 oft co :_ (ED - 2•0 - O ) 2 / M := 3•in Horizontal Force: Ft := HL• ( 1 + ht HL. Ft = 5.125 skip co = 2.75 oin M/ Force at pipe: F t2 := Ft F t2 = 2.563 okip 2 Bending Moments: M Ft2 F t2 *b° M Ft2 = 7.047 °kipin Section of Modulus: b•(d)2 o 3 Sy = Sy = 18 in 6 fb MFt2 M Ft2 fb MFt2 = 0.391 oksi Sy Fb := 0.75.53•ksi Fb = 39.75 °ksi if `Fb> fb MFt2' „ NG ") = "01:" 12000 S.W. 92nd Street, Miami, FL. PHONE: (786) 488 -1000 Joseph C. Chan PE # 40587 FL. MIN EMBEDMENT Embed = 1.875 oin BaTS 0 0 = 0 375.in B, A, & K GROUP, INC. Page 3C CONSULTING ENGINEERING H!ILE 0 = 0.438 o i n \' INN EDGE DIS rANC[ ED = 3.875 oin b = 3 .in [OA Min, 3 0 = 1.125 °in EDGE DISTANCE ED = 3.875 yin t = 0.25 °in 10 3' x'\ d = 6°in Mi'NEx0 3 0 = 1.125 oin 12000 S.W. 92nd Street, Miami, FL. PHONE: (786) 488 -1000 Joseph C. Chan PE # 40587 FL. REVISIONS BY 'ANDO S/ NTAMARINA reet, Mi , F1.33155 I E9 k'. t1.6 1401 1 1 1 R Er`�/_ AC E E / / Ate-- O F W / N1,0 WS AT (1 01-/N WA Y RE" /< t CE 1,47 NE /0 / / / l / A M l i 5 I /11-- Date /- 7-04 Scete / Drawn A _ _c Job Sheet / Of 1 Stteets ( Po litorr, /y4 Spa , 3 peblim, 74 Ac. Al, 00- 912. F H 4 - A No 01- OG29,0 6 / r e / OOP Pi AN .5cSe / RE AR 1/1"W 1 /4. A .1 0 Cc) k5u-s/ F 1)00e p 6 kyle>10 /2 SJI (/?1/*Y 4 - d ,Ac Na # Po gins (53" 6 ) 52. 0 - A e s . No 02-0305-6-0 V//,VD PRES SURE - COMPL/ 7 710 A/ r O. 0 2,s kz kz/ /zW 'kz Z , /.1 0.003q x/ /4‘ 6: d CI t MARK SIZE • TYPE ( Inch ) R1GHT VIEW h lAtC1 AREA - ZONE S.F -CO 5 I I 'Oft 8". G 3 4 ;37x 50-5- so..e>7/, 13, 0 -4. 4 11Zu_4,3Vs h 5: 4 GLASS AREA CALCULATION GC 5, 11 (7'x32) 54. - 59•4 Ac ND 0/-062q,o9 Gqal Wind Pressure ( t12- 52.C lk 53.4 e.o '19 5 e' 54. 5.7,4 Co e.i) efril (7 SO/ 53,z1: - A c 2-'12 24. 02 6 jo,4, T // s - I liCMPN 6 19 Wind Pressure Allowable ( Pep C 7C ,0 .7 ,o ,Zo 4 Acceptance No. v- 02-030502 02 to tf CM 295-24 P/ pE 1\ 6.00' . UT'C / em 4. .4 •• .1G' 4 ,: T 1 0 1 .; a. 1 7� 1 ; a M 1 pia :0.5 a /.1.- . 7(z.. 1 11.0' SCKr "!•'AfFO wt:FN N04/SE 44.4 1 24, t; 1sT / gas RE ..c. ,Z /247 19. rig t; cove /2.7. 1\ Po K� M ib 9.6 .5 tai (; • • ':.� • • �� 6..S•00 , `. _~ / ' cuh r vurr� h 24.0' P.; 7. 5.96' e- S iC '2-ITCH of 5L'RVG o // LOT L- 3 Z OC K /85 o / c " :��.::T' /QN 9.57' M /11 AV - , ODr COUNTY 1=7.O /OA Pi PE �• C.4L 70' ✓, Al x 9.62 O� 5, / 378 , PORTION OF EC 5- T/1/P s. - - RGE 9 !.0(1 5.&ET.0 i . C. L c : / "= 300 A=Oinig to Pat the P b;ic Records of Dice Courty, Fes. SURVEYOR'S CERTIFICATION: Vve hercL3y certity that the attached "Sketch at Sur- vey" ofi the abcve clescribec prcp ty Is true and correct test of our khov.l- e.:ge anC bt iei"5- rece-',(y -s :r u DO ALU W. ItictN OSk tiu ASSOC ;A DES, �— uite of Red Sulveyw S D it SC. E. . t St. any ✓"' 7 5 vJ 7 1 , • L__ i t 1 ; 1 ...,0 I 1 i ‘ A t% . . M. 1 $ . Il VSe ( 4.'•% ...., " ■.% w , • o1s C.ot-ACV - rciZ F‘Lt.. ,., \ •• H ‘‘' , -1 3! : >1 /H • i : 01 : 4- al ' , i - t N. , `• t i i ••.J / 1 i ■-•: : : . 0.• - i ,,, t 1 1 . i I , / , 1 l .■ i ' : Th 1 , i 1 Z f L_ wca 6 E CL L4' J 1 1, " C r e. 4 1 ••. % VI" 4 -* W PL A N r .•■••••■■•••••••■••••••• 4 2 r t V r t . # • I‘ :fa■ eo•ro PG trio 4 " 1 1 • SQ17 41,'.04Z• ) r "..". 1 Sx•••_; 114: ef.- % i i : I --•'. _ _ ,.,,,, i or. i . \ 1. .. 1 aL wc...D - •••••••••••••••.. Dr: tt vrt E.'. _ 0.-..<1.V/.4,4; 04 ` * :- "' ot /ovdt. Lik; tic+. "rr.L.St; % 4.1" -- 1 4- , L ! cd ••■••••••••. C /4 a 45 - 1". d/ E LE V ; 0 N: •••••••■••• ez/v6v X 4 ' /4.4. A I 5 C L. y 4 — • ‘.) 1),ga W A•••••••••••••■•••••■•...6 tr7 r;AO cla ST ‘J. 4 ,ot .. 17 r , -6s:atiZZ , !CLI'L% p; 1 0 p couria rz.t.itl•P: 64 4 . 4 •• (4 VC "74.0 274 , . /9 ;V. r /2 / Ai /ci"/ J7 /'/i 8.4ox Sici-40/4/ fr.I+ ?+r.' ..1 0 0 12- s 1 M. E � M S .- if A 24 •'E3 S r t.. o Y _ r - , I A' .►.�, n , . !..1 ' h'i' - c. - .v w� .,a . ..e. -st :Av -: :.� • «4� .1 ' fi r .« i ' ' • r t " - - ...AV, K,:L: n:_w C4 k;∎ eR;, 3 's 'n ] x � wi .' W .:•1.- T,4t �e T -C:. ,, .. lS '•P' - ei.... , . •�,. 414�.v ♦ r ! , t �. ter' T — . :- .- 7 • vh.. 10% t:1, let t c=0 - mt. - e.... • . rot:. Ce. . • - 41 1 :01;4tor.:3 , 1.: ; LIR Tr,;.:ft■ f x WULUON MUL.UON CUP CUT FLANGES OFF OF MULL CUP TO FORM A IC-CHANNEL A MO INSTALL AS SHOWN FOR r" MULL TYPICAL —I MULL MULLION TO MULLION INSTALLATION TYPE A" i-2 " OR 4-1 OR 4 BUCK (TrP), e ( ) 1 7i MIN. MIN — TYPICAL MULLION TO STRUCTURE WfTK W000 BUCK TYPE "8" 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 FOR YOUR SPECIFIC APPLICATION. • "E AND QUANTITY OF ANCHORS REQUIRED Sc= Sti E rOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CUP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 A /72 F.H. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) S7 NOTE /r /f2 W000 SCREW (799/) t MIN. 7i PENETRA 70N INTO 1 f W000 BUCK. U. FASTENERS x1JST BE CAGE COUNTY • _ APPROVED. SEL NOTE /7 Robert L. Ll t39712 lc,k, TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CQNC. TYPE "C" P.G.T. lix 7'UW0N - \ !E I: . r' • INDUSTRIES w000 7 - fluor Drow Ely; f RevsC 8y. Description: 3 AI1N. -- Otte: P.,I.P. 1070 TECHNOLOGY ORi" P.O. 8OX 1529 NOKOMIS, FL .34275 NOKOMIS. FL 34274 3--2" OR BUCK 2 8 1 (TIP!) i -- - - - - - -. MIN. 1 -• TYPICAL MULLION TO STRUCTURE W/TH WOOD BUCK AND CONC. TYPE "D C11kcl 8 Senes /MOOek MULLS Oak: 4 -1 Coe to: 1 72 F.H. S.J.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE Wmr EACH OTHER) Sa" NOTE I7 arN. is TAPCON (4 /) -. aro ri PENFiRAr70N JN7O CONCRETE OR BLOCK - STRUCTURE. ALL FASTENERS MUST BE C.4DE COUNTY APPROVED. SEE NOTE It OR 4' — /72 F.H. S.M.S. SAAGGERE0 ON OPFOSf Z SIDES (50 AS NOT TO INTERFERE W77N EACH OTHER) SEE NOTE /I Revisions: CLIP & INSTALLATION DETAIL 1" STD_ WALL MULLION Scott_ NTS AIIN. - 7APCON (246/) WIN. ty PENETRATION INTO CONCRETE OR BLOCK STRUC/URE ALL FASTENERS MUST BE LADE COUNTY :. APPROVED. SCE NOTE /7 $7tcet: 2 of 5 APPROVED AS COMPLYING WI i4 THE SOUTH FLORIDA BUILDING CODE OA JUN L g� Q41�I D ii 2" Crowing No. 6620 PRO CT TROL DIVISION 8UILCING CODE COMPLIANCE OFFICE ACCEPTANCE. t70 O - O'? .' S Rev: 1 • • n , _, r IX, .. t'tit?tr�q�.,, 1 I I l t r ,r -r I r s ? r � ri t CTar • [ ..� t i i ZSL C «.tt �I. 't. • r t.,40614, ptursue44, veculaat * c avaguli viO4110= :$ 1itMar_caV*i ; me Archat,eci an+. auila:r are .,; mow➢ ' of .fit ._ '�. buitaing reguketipa w et «ftecifie , i*4icaced hcreia. Alt yreinforcea' atee t, '" phaiabia� el c4j14.l abd ;r}sf f{ • • , ,. 17 4tLi Al ` yJx ,L Y /p . �. J'H �.yyrr 1 �� 't~ yy +^ y�yy G ` i ... t�l .r � .4' G Fr " „frz ,-, 4 o Z � t CA :6 • l� �y" Yy Ta w. �..ti1.. P air . AC 0,, '. r.. 8 j :'r' :_j..OTH CHART L FOR ix MULL MULL SIZE 7 x 2 xi 1 x 4 x g IMPORTANT: OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT OUANTI TY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE' REQ'D FOR YOUR SPECIFIC APPLICATION. A 2 4 MAX 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG , � 1099 8 MIN. FROM ENDS (TYP) NOTE- ,eL 2. REFERENCE TEST REPORT F7L- 2902,290J AND 2975 Z5?7/Z 8 MIN FROM END (TYP) 1 ., MULL CLIP -c} -2 --E — FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG d 1099 8 r INDUSTRIES Revsd By; tale: Ore rt By: Oescriplion; P.J.P. 1G70 TECHNOLOGY DRIVE P.O. 50X ;529 NOK04IIS. FL 34275 NC WV.S. FL 34274 4 1 " MULL CLIP REM VED TWO (2) ANCHOR LOCATIONS EXTRUSION CWG / 7099 7 " MULL CLIP W /TABS REMOVED FOUR ( ANCHOR LOCATIONS EXTRUSION (MG 1 1099 Chic) By: }3ote: Octc- 1 c 4/28/OO Sent woCei: MULLS 1_ IL Rev:sions: 1" STD. WALL MULLION scat,: NTS 8 MIN. FROM END (TYP) Sheet: Crowing No 3 a 5 APPROVCO & COMPt YING �r1Ttl fl & u :4 FL l t�tt+��t E EY E! llQ J Z PR y- ''oNTROL O V1SIC J BOLDING CODE COMPLIANCE OFFICE 1" MULLION CLIP ANCHOR LOCATION' 6620 Rev: