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WS-08-1630Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 CL__ Inspection Date: 11/04/2008 Inspector: Bruhn, Norman Owner: HELLER, DAVID & JUDE Job Address: 1300 94 Street NE Miami Shores Village, FL 33138- Permit Type: Windows /Shutters V ® 5 NM Inspection Type: Final Work Classification: Window /Door Replacement Project: <NONE> Block: Contractor: TRITON WINDOW DISTRIBUTORS Phone Number 3305 - 757 -8142 Parcel Number 1132050100120 Lot: Phone: (305)716 -4900 Building Department Comments WINDOWS DOOR REPLACEMENT Passed Inspector Comments ©W /4d f /doe) As dc- AeAltSle- 147 0 v4-- Failed ,04 //A'c-) Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, November 3, 2008 Page 2 of 2 INSP -99279 11/5/2008 10/07/2008 12:26 FAX 3037169844 TRITON WINDOW DIST. I7j001 /001 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO)INI ®U"' t TAX FOLIO NO.I I'3C��CS1.�'QI�� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 111111111111 11111 11111 11111111111111111111111 CFM 2Q08RC7254os OR Bic 2654E AN 4628/ C1 o a 3 RECORDED 07/05/2 it:15127 HARVEY ROVIN► CLERK OF COURT MIAHI -DARE COUNTY, FLORIDA LAST PAtiE RECEIVED OCT : 2009 G=,o- -its', 1. Legal description of property and street/address: •t 1e:A_+r t ' :1fD�Cee6 -PDG �. .1 DP qt)-- (lo m 4(5 nr• S\-\ r& � 1 431 ,38 2. Description of improvement: A J \0d'^-.( ...../ I �� p 1 ma c . c j .r s 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. \ 4. Contractor's name and address:7-Y . A3A--- n L j--�� j ! tai"' • CO\ C\--3 -13 ??-�� t'�n5t t X3■ • 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7,, Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differ -nt date is sped ed) Signet f Owner Print 0 ! r's Name . AYR Sworn to and subsc Notary P Print Notary's N before :&2,- r- e this 2 ' day ,200''. Prepared 2. Address; My commission expires: 123.1 -52 PAGE 4 14/04 QQQ pil- i Ow J aowA err 1st Floor FRENCH DOOR NOT IN PERMIT FRENCH DOOR NOT IN PERMIT 2nd Floor E S Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening ID Description of Window or Door or mullion Product Acceptance Product Approval Design Pressure (+) PSF ( -) PSF Number Address: 1300 Northeast 94 Street Opening Design Pressure (+) PSF ( -) PSF Rough Opening Size Shutter Required Yes / No Permit No. WS 08 -1630 Mullion Required Yes / No Impact Yes / No A 1FL French Door w /Sidelite 07- 0629.10 75.00 75.00 52.10 67.74 37 1/2" x 79 3/4" No NOA- Reinforcement Option Yes A 1FL Picture Window 07- 0418.06 80.00 80.00 52.10 67.74 63 7/8" x 29" No Yes (see next line) Yes A 1FL Mullion 06- 0125.07 170.00 170.00 52.10 67.74 1" x 4" x 66" No - Yes B 1FL STFT Picture Window 07- 0924.02 100.00 100.00 54.69 59.25 111" x 50 5/8" No No Yes C 1 FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes D 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes E 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes F 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 74" x 50 5/8" No No Yes G 1FL Horizontal Slider 07- 0815.09 60.00 60.00 54.69 59.25 111" x 50 5/8" No No Yes H 1FL Horizontal Slider 07- 0815.09 60.00 60.00 54.69 59.25 111" x 50 5/8" No No Yes I 1 FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 72.93 37" x 50 5/8" No No Yes J 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 37" x 50 5/8" No No Yes K 1FL Horizontal Slider 07- 0815.09 60.00 60.00 54.69 59.25 111" x 50 5/8" No No Yes L 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes • M 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes N 1 FL Horizontal Slider 07- 0815.09 60.00 60.00 54.69 59.25 111" x 50 5/8" No No Yes O 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes P 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes Q 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 37" x 38 3/8" No No Yes R 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 74" x 50 5/8" No Yes (see next line) Yes R 1FL Mullion 06- 0125.07 134.00 134.00 54.69 72.93 1" x 2 3/4" x 52" No - Yes S 1FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No NOA- Reinforcement Option Yes T 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 30" No No Yes U 1 FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No NOA- Reinforcement Option Yes V 1FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No NOA- Reinforcement Option Yes W 1 FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No NOA- Reinforcement Option Yes X 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 74" x 50 5/8" No Yes (see next line) Yes X 1FL Mullion 06- 0125.07 134.00 134.00 54.69 72.93 1" x 2 3/4" x 52" No - Yes AA 2FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 74" x 38 3/8" No No Yes BB 2FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 37" x 38 3/8" No No Yes CC 2FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 26 1/2" x 26" No No Yes DD 2FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes EE 2FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes FF 2FL Picture Window 07- 0418.06 79.30 79.30 54.69 59.25 71 3/4" x 43 1/8" No No Yes 1st Floor FRONT ENTRANCE ENTRANCE KITCHEN KITCHEN LAUNDRY ROOM TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact French Door Picture Wndow Horizontal Window Horizontal Window Horizontal Wndow TYPE: SIZE: SIZE: SIZE: SIZE: SIZE: TY PE: E. 37 IA" x 79'A" 111" x 50 5/8" 74" x 38 3/8" 74" x 38 3/8" 74" x 38 3/8" Impact 1 SDLT: 26 7/8" x 79'/a" NOA: NOA: NOA: NOA: Minion NOA: 07- 0924.02 07- 0815.09 07- 0815.09 07- 0815.09 SIZE: 07- 0629.10 TYPE: 1 "x 4" x 66" Aluminum Impact Picture Window NOA: 06- 0125.07 SIZE: 63 7/8" x 29" NOA: 07- 0418.06 1st Floor SIDE (RIGHT) BAR BEDROOM 1 BEDROOM 2 H MASTER BEDROOM 2 i MASTER BEDROOM 2 J TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Window Horizontal Window Horizontal Window SIZE: SIZE: SIZE: 74 "x505/8" 111 "x505/8" 111 "x505/8" NOA: NOA: 07- 0815.09 07 -0815.09 NOA: 07- 0815.09 TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 50 5/8" NOA: 07 -0815.09 TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 50 5/8" NOA: 07- 0815.09 1st Floor BACK MASTER BEDROOM MASTER BEDROOM MASTER BATH MASTER BATH MASTER CLOSET MASTER BEDROOM MASTER BEDROOM 2 2 K N 0 P Q TYPE: TYPE: TYPE: TYPE: TYPE: TYPE: TYPE: Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Aluminum Impact Horizontal Window Horizontal Window Horizontal Window Horizontal Window Horizontal Window Horizontal Window Horizontal Window SIZE: SIZE: SIZE: SIZE: SIZE: SIZE: SIZE: 111" x 50 5/8" 37" x 38 3/8" 37" x 38 3/8" 111" x 50 5/8" 37" x 38 3/8" 37" x 38 318" 37" x 38 3/8" NOA: NOA: NOA: NOA: NOA: NOA: 07- 0815.09 07- 0815.09 07- 0815.09 07- 0815.09 07- 0815.09 07- 0815.09 NOA: 07- 0815.09 1st Floor SIDE (LEFT) MASTER BEDROOM MASTER BEDROOM S.. POOL BATH T LIVING ROOM u LIVING ROOM V A FAMILY ROOM FAMILY ROOM TYPE: Aluminum Impact Horizontal Window SIZE: 74" x 50 5/8" NOA: 07- 0815.09 TYPE: Aluminum Impact Mullion SIZE: 1 "x29 /4 "x52" NOA: 06- 0125.07 TYPE: Aluminum Impact French Door SIZE: 71 9/4" x 79 9/4" Sidelites: 36W x 79 9/4" NOA: 07- 0629.10 TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 30" NOA: 07- 0815.09 TYPE: Aluminum Impact French Door SIZE: 71'/4 "x799/4" Sidelites: 36' " x 79 %" NOA: 07- 0629.10 TYPE: Aluminum Impact French Door SIZE: 719/4 "x79%" Sidelites: 36 % x 79 3/4" NOA: 07 -0629.10 TYPE: Aluminum Impact French Door SIZE: 71 9/4" x 79'/4" Sidelites: 36 h" x 79 9/4" NOA: 07- 0629.10 TYPE: Aluminum Impact Horizontal Window SIZE: 74" x 50 5/8" NOA: 07- 0815.09 TYPE: Aluminum Impact Mullion SIZE: 1 "x29/4 "x52" NOA: 06- 0125.07 2nd Floor FRONT OFFICE .1 OFFICE BATHROOM BB TYPE: Aluminum Impact Horizontal Window SIZE: 74" x 38 3/8" NOA: 07- 0815.09 TYPE: Aluminum Impact Horizontal Window SIZE: 37" x 38 3/8" NOA: 07- 0815.09 2nd Floor SIDE (RIGHT) OFFICE BATHROOM TYPE: Aluminum Impact Horizontal Window SIZE: 28' " X 26" NOA: 07-0815.09 2nd Floor BACK OFFICE BATHROOM TYPE: Aluminum Impact Horizontal Window SIZE: 37 "x383/8" NOA: 07- 0815.09 EE OFFICE 2 A TYPE: Aluminum Impact Horizontal Window SIZE: 74" x 38 3/8" NOA: 07- 0815.09 2nd Floor SIDE (LEFT) FF A TYPE: Aluminum Impact Picture Window SIZE: 71 3/4" X 43 1/8" NOA: 07- 0418.06 10/6/2008 WINDO2 v1 -02 Detailed Wind Load Deign (Method 2) per ASCE 7 -02 Description: June Heller, 1300 NE 94th. St Analysis by: INGELMO Associates reet, Miami Shores Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, III, or IV) II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 20.00 ft Ridge Height (RHt) 25.00 ft Mean Roof Height (Ht) 22.50 ft Width Perp. To Wind Dir (B) 85.00 ft Width Paral. To Wind Dir (L) 60.00 ft Damping Ratio (beta) 0.01 Red values should be changed only through "Main Menu" Ca1c*J16tcd Parameters; Type of Structure Height/Least Horizontal Dim 0.38 Flexible Structure No ;st l Importance Factor Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 pi led Method, 0.85 Zm Zmin Rigid Strad e Analysis 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((M in(B, L) +Ht) /Lzm)^0.63)) ^0.5 0.9040 Gust2 0.925* 1 +1.7 *Izm *3.4 *Q / 1 +1.7 *3.4 *Izm G Since this is not a flexible structure the I essor of Gust1 or Gust2 are used 0.8745 0.85 Copyright 2002 - MEGA Enterprises, Inc. mint .mecaconsulting.com Page No. 1 of 5 WINDO2 v1 -02 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights Elev ft Kz Kzt qz Ib /ft^2 Pressure (Ib /ft^2) Windward Wall* +GCpi -GCpi 25 0.95 1.00 51.70 26.04 44.27 22.5 0.92 1.00 50.64 25.32 43.55 20 0.90 1.01 49.63 24.63 42.86 15 0.85 1.07 49.47 24.52 42.75 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 -0.18 Figure 6-4 Multipliers for Obtaining Topographic Factor Kzt Topographic Obstruction jlnput Type of Topographic Obstruction 12 -D Escarpment Lh [i Distance from crest of escarpment to center of slope s 1 ft H Height of escarpment 6 ft x Distance from crest of escarpment to structure 30 ft Wind z Structure 10/6/2008 Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 2 of 5 WINDO2 v1 -02 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Elev ft H /Lh x/Lh 'Tapog`aphte Factor S z/Lh K1 K2 K3 Kzt 25 0.50 2.50 1.98 0.43 0.38 0.01 1.002 22.5 0.50 2.50 1.77 0.43 0.38 0.01 1.004 20 0.50 2.50 1.46 0.43 0.38 0.03 1.008 15 0.50 2.50 0.63 0.43 0.38 0.21 1.068 Copyright 2002 - MECA Enterprises, Inc. 10/6/2008 www.mecaconsulting.com Page No. 3 of 5 B 10/6/2008 WINDO2 v1 -02 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) I L Variable Fp Kh 2.01 *(Ht/zg) ^(2/Alpha) Vain 0.92 un Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 50.64 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.92 Qhcc .00256*VA2*I*Khcc*Kht*Kd 50.64 psf ra i nr , Cass nts, Cp Leeward Walls (Wind Dir Normal to 85 ft wall) -0.50 Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roo Roof Area (sq. ft.) au Coef Cp 5,100 Reduction Factor 0.80 Calculations for Wind Normal' to 85 ft Face Cp Pressure (gist) Additional Runs may to r`ecl'd for other wind 01100ns *GCpl -CCpi Leeward Walls (Wind Dir Normal to 85 ft wall) -0.50 -30.64 -12.41 Leeward Walls (Wind Dir Normal to 60 ft wall) -0.42 -27.05 -8.82 Side Walls -0.70 -39.25 -21.02 Overhang Bottom (Applicable on Windward only) 0.80 33.75 33.75 Roof - Wind Normal to Ridge heta <10 - for Wind Normal to 85 ft face Dist from Windward Edge: 0 ft to 45 ft - Max Cp -0.18 -16.86 1.37 Dist from Windward Edge: 0 ft to 11.25 ft - Min Cp -0.90 -47.86 -29.63 Dist from Windward Edge: 11.25 ft to 22.5 ft - Min Cp -0.90 -47.86 -29.63 Dist from Windward Edge: 22.5 ft to 45 ft - Min Cp -0.50 -30.64 -12.41 Roof -Wind Parallel to Ridge (Ail Theta), - for Wind Normal to; 60 ft face Dist from Windward Edge: 0 ft to 45 ft - Max Cp -0.18 -16.86 1.37 Dist from Windward Edge: 0 ft to 11.25 ft - Min Cp -0.90 -47.86 -29.63 Dist from Windward Edge: 11.25 ft to 22.5 ft - Min Cp -0.90 -47.86 -29.63 Dist from Windward Edge: 22.5 ft to 45 ft - Min Cp -0.50 -30.64 -12.41 Dist from Windward Edge: > 45 ft -0.30 -22.03 -3.80 * Horizontal distance from windward edge Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 4 of 5 WINDO2 v1 -02 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a= 6 = => 2 1 a Gabled Roof Theta <= 7 6.00 ft 10/6/2008 Component width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min windows 2 5 10.00 4 0.90 - 0.99 54.69 -59.25 windows 2 5 10.00 5 0.90 - 1.26 54.69 -72.93 doors 3 7 21.00 4 0.85 -0.94 52.10 -56.66 doors 3 7 21.00 5 0.85 -1.16 52.10 -67.74 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Copyright 2002 - MECA Enterprises, Inc. www.mecaconsulting.com Page No. 5 of 5 10002 /002 fl.J_nuurr UlJ 1. Miami Shores Building Department Product Approval Schedule / Comparison Chart Description of Windom or Product Acceptance Door or mullion Number Opening ID Product Approval Design Pressure (+ ), PSF ()PSF Address: 1300 Northeast 94 Street Opening Design Pressure ( +}PSF ( -)PSF Rough Opening Size Shutter Required Yes /No Permit No. MCMIIV'Ml OCT 0 3 2008 WS 08 -1630 B Y: ...... Mullion Required Impact Yes /No Yea lNo 1 1FL French Door wfSidelite 07- 0629.10 75.00 75.00 75.00 75.00 52.10 67.74 37 1/2' x 79 3/4" No NOA- Reinforcement Option 'Horizontal Slider Yes 75.0D 75.00 1 1 FL Picture Window 07- 0418.06 80.00 80.00 52.10 67.74 63 7/8" x 29" No Yes peened/n& 26 1/2" x 26" 37" x 38 3/5" Yes l, • • "i -�? • 0- 1 1FL Mullion 06 -0125.07 Horizontal Slider 170.00 170.00 52.10 67.74 1" x 4 "x66" No - 54.69 59.25 Yes No 1A 1FL SIFT Picture Window 07 -0924.02 Picture Window 100.00 100.00 54.69 59.25 111" x 50 5/8" No No Yes 2 1FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes 3 1FL Horizontal Slider .07 -0815.09 75.00 75.00 54.69 59.25 74" x 38 3/8" No No Yes 4 1FL Horizontal Slider 07-0815.09 75.00 75.00 54.69 59.25 74" x38 318" No No Yes 5 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 74" x 50 5/8" No No Yes 6 1FL Horizontal Slider 07- 0815.09 60.00 60.00 54.69 59.25 111" x 50 5/8" No No Yes 7 1FL Horizontal Slider 07- 0815.09 50.00 60.00 54.69 59.25 111" x 505/8" No No Yes 8 1FL Horizontal Slider 07- 0515.09 ' 75.00 75.00 54.69 72.93 37" x 50 5/8" No No Yes 9 1 FL Horizontal Slider 07. 0815.09 75.00 75.00 54.69 72.93 37" x 50 518" No No Yes 10 1FL Horizontal Slider 07 -0815.09 50.00 60.00 54.69 59.25 111 "'x 50 5/8" No No Yes 11 1FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 59.25 37 "x38 3/8" No No Yes 12 1 FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes 13 1 FL Horizontal Slider 07 -0815.09 60.00 60.00 54.69 5925 111 "x 50 5/5" No . No Yes 14 1 FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes 15 1FL Horizontal Slider 07-0815.09 75.00 75.00 54.69 59.25 37" x 38 3/8" No No Yes 16 1 FL Horizontal Slider 07-0815,09 75.00 75.00 54.69 72.93 37" x 38 3/8" No No Yes 17 1 FL Horizontal Slider 07-0815.09 75.00 75.00 54.69 72.93 74" x 50 518" No Yes (see next fine) Yes 17 1FL Mullion 05- 0125.07 134.00 134.00 54.69 72.93 1'" x 23/4" x 52" No - Yes 15 1FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52,10 56.66 71 3/4" x 79 3/4" No NOA- Reinrorcement O t on Yes 19 1FL Horizontal Slider 07- 0815.09 75.00 75.00 5469 59.25 37" x 30" No No Yes 20 1FL French Door w /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No - NO/t ReIJ ementOprion Yes 21 1FL French Doorw /Sidelites 07- 0629.10 75.00 75.00 52.10 56.66 71 3/4" x 79 3/4" No N0A- RRnfAn�e�t • •' • =: t;.18 • • 22 1FL French Doorw /Sidelites 07- 0629.10 75.00 75.00 52.10 56.56 71 3/4 "x79 3/4" No NOA-R'i fe • = -r.- •.= '• : ` s • 23 1FL Horizontal Slider 07- 0815.09 75.00 75.00 54.69 72.93 74 "x50 5/8" No Yes Y-s • • 23 1FL Mullion 06- 0125.07 134.00 134.00 54.59 72.93 1" x 23/4" x 52" No - - =s^ • Oh I- 1 2FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 72.93 74" x 38 318" No • i (. • • t~ " 2 2FL 'Horizontal Slider 07. 0815.09 75.0D 75.00 54.69 7293 37" x 38 3/8" No • �* Rio ,. �• • 3 2F1 Horizontal Slider 07- 0815.09 75.00 7600 54.69 59.25 54.69 59.25 26 1/2" x 26" 37" x 38 3/5" No No l, • • "i -�? • 0- Yds • • • • Yes • 4 2FL Horizontal Slider 07 -0815.09 75.00 75.00 5 2FL Horizontal Slider 07 -0815.09 75.00 75.00 54.69 59.25 74" x 383/6" No : Nti • :: •: : . : 6 2FL Picture Window 07 -0418.06 79.30 79.30 54.69 59.25 713/4 "x43118 No . • Nb •• • • • • • • • des •• • • MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.nniamidade.aov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHT (in areas other than 1VCami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida quitdring Code, including the High Velocity Hurricane Zone. • • .... • • • DESCRIPTION: Series "HR-710" Aluminum Horizontal Roller Window — L.1 ) . • ; • ; ; . • APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller•Wuadow, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04/15//00%prepa by j.'GT Industries, Inc., dated 08/10 /2007, signed and sealed by Robert L. Clark, P.E., bearing tlteMiami Dacte County Product Control Revision stamp with the Notice of Acceptance number and btiiiMton date by tae Miami -Dade County Product Control Division. •• •• • " MISSILE IMPACT RATING: Large Missile and Small Missile Impact Resistant' : •••• LABELING: Each unit shall bear a permanent label with the manufacturer's name Or lggq, city, std And d following statement: "Miami Dade County Product Control Approved ", unless othervse noted h ®'eta.' . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0405.06 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact ", sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "C" dated 04 /15/2007, prepared by PGT Industries, Inc., dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • • • • • • 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-84 " • • Along with marked -up drawings and installation diagram of X9X Wt}minu11; .. • horizontal sliding window, prepared by Fenestration Testing Lapry, Inc., 'Pest Report No. FTL -4858, dated 03/08/2006, signed and sealed by E.undo • • • • Largaespada, P.E. • (Submitted under NOA# 06- 0405.06) • • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per PBC TAS 2D2:94 3) Water Resistance Test, per FBC, TAS 202 -94 • • • •••••• 4) Large Missile Impact Test per FBC, TAS 201'94 • . • • • • . 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4859, dated 03/08/2006, signed and sealed by Edniundo Largaespada, P.E. (Submitted under NOA# 06-0405.06) • • ••.• .••• • • • • •• .••• E -1 • • • • .• • • • Manuel Per Product Control NOA No 07-0:` .09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Interlayer" dated 01/05/2006, expiring on 12/11/2010. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia Inc. for their "Saflex HP a polyvinyl butryal interlayer for lamination of glass" dated 05/22/2003, expiring on 04/14/2008. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated 08/10/2007, signed and sealed by Robert L. Clark, P.E. • • • • 2. Laboratory compliance letter for Test Report No. FTL- 5330, aissue$.by Fenessfation • Testing Laboratory, Inc., dated 07/18/2007, signed and sealed t • y�Cos S. Ada, • P.E. • 2. Laboratory compliance letter for Test Reports No.'s FTL- 485f d) TL- 4859, • issued by Fenestration Testing Laboratory, Inc., dated 03/08/2000,• !igned acid %baled • • • • •• •• by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0405.06) G. OTHER • • .. • • .••• • .••. • • • • • 1. Notice of Acceptance No. 06- 0405.09, issued to PGT IndustriesP,fnc for ea-Axles • "Alum. Horizontal Roller Window, Impact", approved on 12/21/2006 and expiring on 12/21/2011. Manuel Perez, Product Control Exa NOA No 07- 0815.09 Expiration Date: December 21, 2011 Approval Date: January 03, 2008 11 ;1 E -2 • • GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516' LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16" LAMI CONSISTING OF (2) UTES OF 118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16° ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. E. 416" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) UTE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER. F. 7118° LAMI CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16" LAMI IG: (1) LITE OF 1/8" OR 31113' ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 118° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER H. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR S ?•FLEX/KEEPSAFE MAXIMUM PV6 INTERLAYER. 1.13116' LAMI 10: (1) UTE OF 118' OR 3/16" ANNEALED (MIN.) GLASS, 5/16" OR 3/8" AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEVICEEPSAFE MAXIMUM PVB INTERIAYER J. 13/18" LAMI 1G: (1) UTE OF 118" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 114' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) UTES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER K.13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3/18' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L.13116' LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 3/16" OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEVICEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TA8LES ASTM E 1300-02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. g. REFERENCES: TEST REPORTS FTL -4858, FTL -4859 AND FTL -5330. ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.05 ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM 2005 ALUMINUM DESIGN MANUAL •• ••• • • • • • •• • • • • • • • • • •• ••• 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CL ((11iI�paPE!1 dNG THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). ...... . •• • • • •• • • • • • • • • • • • • • • • • • • • •0 • • • • •• • • BY F.K. F.K. Read F.K FJC Calm Ramietas 4115/07 C Ost. Porteous 10117108 8 owe R S/13106 A 228106 J.J. ADO FTLS330TO NOTES 7 &CHG. NOTE 8TOCURRE&ElMT. • • • pq• • • CHANGE TOASTME 300-02 • tf70OKOMIS, CL 34 NOKOM6, FL 30275 P.O. ?OX 1528 NOKOMIS. FL 34274 Vislbiy 8 &Her ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADD AIR SPACED X NOTE 1. TECH REF. NOTE 7& NOTE 8. 323108 GENERAL IGbl"'E ALUM. HORIZONTAL ROLLER WINDOW, IMPACT HR710 NTS aaw 1 & 11 4127-10 C NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS...._2 DESIGN PRESSURES3 ELEVATIONS_ .» 4 VERT. SECTIONS... „. ..... _ 5 HORIZ. SECTIONS.........._ 5 PARTS UST. 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE.. ........ 8-11 PRODUCT REVISED as =plying with the Florida E,17ticag Coda ACCat9 Na 4s ' 0. S:1 1/2' NOM. GLASS BITE - <60,6l,6) 118' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS 112' NOM. GLASS BITE 63,64,65 112' NOM. GLASS BITE 66,67,68,69,70,71 v 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS C] EXTERIOR INTERN [> (ALL SECTIONS) -+— 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1%"ANNEALED OR HEAT STRENGTHENED GLASS - 5/16` LAMINATED 5/16' OR 3/8" AIR SPACE • • •s• • • • • - +- 1/8° OR 3/16' ANNEALED (MIN.) GLASS 13/16' NOM. • 13/16" LAMI IG GLASS W/ 5116° LAMI • • • ••• 1/7 NOM. Lj�l I GLASS BITE • der. FK tea: Oat. awlsiortr F.K. 1047/06 B F.K. aarlex F.K. Dew 4/15107 ReYrh s C NO CHANGE THIS SHEET 5/13/08 2(16/06 Rwbfws A J.J. NO CHANGE THIS SHEET ADD AIR SPACE D16L TO LAMI IGDETAILS • • • • • • • • • • • • • • • • • a • • • t•78� NOKOMIS. 8.34275 • • P.O. SOX 1828 NOKOMIS. FL 34274 ••4 • • • • • • 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 3/16' OR 114' AIR SPACE 1/8' or 3116'ANNEALED (MIN.) GLASS 13/16" NOM. • 12/1" lAtIilI 1G GLASS W/ 7/16" LAMI • • • • • • • •• • • • • •• • • • • • • • • • • ••• • • • • • •• •• • • ••• • • • • • GLAZING DETAILS PRODUCT REVISED as cmnpiting with the Florida gW44&,gCae Aarp:eca: No O billion Date d V,ssbty Better ••• • • • • • • • • • • • • • • • •-• ••• • • HR71 t4 2 e 11 4127 -10 10/0 L Clerk, P.E. PE 439712 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 ' -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 -56.2 106 318" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3 108' A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 -51.7 111" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9 UP TO 111" C,1 +60.0 -60.0 UP TO 111" D,E,F, J,K,L +75.0 -75.0 TABLE 2. XOX (1/3,1!3,1/3) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW WIDTH GLASS TYPE WINDOW HEIGHT ALL HEIGHTS UP TO TO 86 7116" A B,C, G,H,I , +60.0 -80.0 TO 86 7118" D,E,F, J,K,L +75.0 -75.0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER) WINDOW GLASS r WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50 518" 54" 60" 63" 60" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 r3 :177- SED B a v .. ., vithO�Florlds Acc,43i.Noo7 -08. p q 66" A,B,G,H +75.0 -75.0 +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 72" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 ` +69.6 -69.6 +65.2 -65.2 74" A,B,G,H +75.0 - 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 , +68.1 - 68.1 +63.8 -63.8 UP TO 74" C D E,F, I,J,K, L +75.0 -75.0 Data $r !! ` - fir GLASS TYPES: TEST REPORT FTL -4858 (XOX), FTL -4859 (OX& XO) AND FTL-5330 A. 5/16" LAMI - (1/8" A, .090,1/8" A) B. 5/16" LAMI - (1/8" A, .090,1/8" HS) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) D. 7/16" LAMI - (3/16" A, .090, 3/16" A) E. 7/16" LAMI - (3/15' A, .090, 3/16" HS) F. 7/16" LAMI - (3/16" HS, .090, 3116' HS) G. 13/16" LAMI I6-1 . OR.3/16 "A; 5b16%OR 3/6" AIR SPACE, 5/16" LAMI - (1 /8"A, .090,1 /8 "A) H. 13/16" LAMI IC•s•1 /.8" OR6 /16"1 514:16"OR 89" Al R SPACE, 5/16" LAMI - (1/8"A, .090,1 /8"HS) 1 13/16" LAMI IQ -t /8" Olt VIM! 5/10" OF 3I8' MR SPACE, 5/16" LAMI - (1 /8"HS, .090,1/8"HS) J. 13/16" LAMI IG -1/8" OR 3/16"A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16 "A) K. 13/16" LAMI•IG -1/8; OR 3/161*, 3/16" OR 1/4: $PAGE, 7/16" LAMI - (3/16"A, .090, 3/16"HS) L 13/16" LAI4114 -14" OR 3/1C "AA 346":OR 14 8PACEi 7/16" LAMI - (3/16 "HS, .090, 3/16 "HS) ry�p/a 7 /•/' / Rout L. Clark P.E. PE 099712 Structural Rota t PK er. 4115/07 C ADD INTEGRAL FIN OPTION & UPDATE AST&I E 1300-024.5• e • • • ,aLro 1EC.Mwo�e 342715 a NOKOMIS. R. 942711 P0. 90X 1529 NOKOMIS, FL 34274 • • • • • DESIGN PRESSURES R F.K 10117/06 B REVISE DP TABLES TO ASTM E 1300-02 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Rend 13F F.K. mm: 5113/06 A A00 AIR SPACE DIMENSION GLASS TYPES G GIRO L. waw+ex F.K t» lame 0' 5 J.J. nets 3/23106 1 • Yisib{7 Better ••• • • s"ur HR710 s"m NTS 44"' 3 m 11 awtroma 4127 -10 a®, C • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 27 3/8' MAX DLO VENT 8 54 5116" MAX. DLO FIXED -1 O 110' MAX WIDTH I.F. FRAME 111' MAX WIDTH FLANGE FRAME DETAIL B - XOX (1/4- 112 -1/4) 33 9/16' MAX 33 9/16' MAX DLO FIXED C DLO VENT A 67318' MAX DLO ALL FIXED LITES O X • • A 56° MAX DLO ALL VENTS 62' MAX. 63' MAX. FLANGE FRAME ALL CONFIG. A 27 3/8' 27 3/8' MAX. DLO MAX. DLO VENT FIXED A D D 85 7/18° MAX. WIDTH LF. FRAME -1 A 7/16° MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3- 1/3 -1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. I.F. FRAME ALL CONFIG. A • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• c- 73" MAX WIDTH LF. FRAME A 74' MAX. WIDTH FLANGE FRAME Rood Or F.K per F.K Renate F.K. 5/1306 A NO CHANGE THIS SHEET bier 4115/07 10/17106 Revision. R..s.= 8 DETAIL A - OX OR XO • • • • • • • • • • • • • • • • • • • ADO INTEGRAL FIN FRAME MAX. DIMENSIONS ANOCOP" CONSTRUCT/ONDETAIL FRO MSHT..6. NO CHANGE THIS SHEET Cons Revisions: Omen B. aft Cipolord Osten FJG 22608 J.J. 303106 • • •• • • • • •• • • 0- • • • • 1Ao TEC7WOLt %RIVE �i NOKOMIS. FL 34279 P.O. .IOX 1520 NOKOMIS, FL 34274 ••• • • • • SEALANT OR GASKET AT HEAD AND SILL I.F. FRAME FLANGE FRAME VIEW D-D A (FRAME CORNER CONSTRUCTION) TlEVISED • 5:;; with the Fl uida jaa.cce hlo 0?4t ,- . O 42iofP5tc YJZ U al/ ELEVATIONS Me: ALUM. HORIZONTAL ROLLER WIN DOW, IMPACT Visibly Better •.• • • r • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6.wlb4et HR710 a� 4erc NTS 14 a 11 Osavke 4127 -10 c //A L. Clark. P.E. PE 039712 Structural EXTERIOR MAX. HEIGHT FLANGE FRAME A LEf MAX. VENT DLO MAX. FIXED DLO 0 INTERIOR 0 0 SECTION C-C 6 ate;' S, • .. • (VERTICAL SECTION, FLANGE FRAME) (VE T:CAL9EC73ON, cF.gRAtiv&r, ; (VERTICAL SECTION, I.F. FRAME)Q INTERIOR 0 0 0 0 LMN *m 11M7----Li ■e • I� �Ih11( MOM MAX. VENT DLO EXTERIOR ANTERIOR T- 1-4— MAX. FIXED DLO —.4 MAX. WIDTH (FLANGE FRAME)) SECTION B-B (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) 0 MAX. VENT DLO 0 0 MAX. FIXED DLO --+4 MAX. VENT DLO MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION A-A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIIFRAME) IUif�l o!I1i!!uIi 0 Atith•terr p 0 EXTERIOR 0 • t, �• • • •• : I4404 : : •••••• • • • •••• EXTERIOR 0 0 3 INTERIOR HEAD 0 PRODUCTREVlSED as complying with Mathis EsiNi..;Code Ao¢ ::axxa cation Dots 41!6$7 Oater 90117100 611M8 ask 2128/06 C ADD 9JTEtiR4J .FgYFRAME 17EAdS4f,42AND43 AND t713WS� „10,34. • •�'•''�`' Itevisbor O NO CHANGE TiVeSHEET i NoKOMISR3427svE ,ae� air. A P.D. BOX 1529 anocitaltiyi ORANGE TH/S SHEET ta(OMIS.8.34214 Vkibb Dauer • J.J. 6/24106 • • r • • • • • • • • • • • • :� • • •••• • • • • • • • • • • • • • • • • • • •• ••• • • • • • ••• ••• • • • ••• • • SECTIONS • • • • ••• ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Half 5 d 11 4127 -10 C Robert L. C1ta1. P.E. PE 039712 SbWttdr• ITEM DWG# DESCRIPTION 4102 A FLANGEFRAMEHFAD 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP) MAT'L 6063-16 AL 6063 -T5 AL PGIW 612237 612244 3 #8X3/4 PH. PAN HEAD 7834AA 4 6 7 8 10 12 13 14 15 16 17 19 21 22 4053 4136 4137 4131 71298 1626 4002 4134 1155 4110 4054 4066 4105 1683 SASH STOP COVER (SASH STOP) 6063-T5 AL FLANGE FRAME SILL 6063 -T6 AL 64136 SILL ADAPTOR 6063 -T6 AL 64137 ROLLERTRACK 6063 -T6 AL 64131 WEEP HOLE COVER POLYPROP. 71298 ADIIESIVEOPEN CELL PAD 7PAD1626 A FLANCE FRAME JAMB 6063 -T6AL 612225 GASKET FOR MAIN FRAME SILL JOINT 74134W/K #8 X 1.000 • UAD PN. SMS 781PQA G SCREEN ADAPTOR 6063 -T5 AL 64110G B FIXED MEETINGRAIL 6063RD -T6 AL 64054A WSTP.,.187 X .230, FIN SEAL 640660 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 WSTP.,.250 X .270 BACK, FIN SEAL 23 24 29 32 33 35 36 37 38 225-1 226 4128 4006 1235 1096 1016 4126 1683 ROLLER HOUSING & GUIDE 616830 42112HD BRASS ROLLER WHEELS BRASS 7BRWH12 HORIZONTALROLI FRSASH TOP GUIDE POLYPROP. 44128N D SASH MEETTNGRA1L 6063HS -T6 AL 64006 WSTP,.170 X.270 BACK, FIN SEAL 67S16G SWEEP LATCH DIE -CAST 71096 #8X.625 PH. FLSMS 7858 SASH SIDERAIL 6063 -T5 AL 64126 WSTP.,.250 X 270 BACK, FIN SEAL 616830 39 7070 BULB WEATHERSTRIP .187X.275 67070K 40 41 42 43 50 51 4139 4140 4141 LEFT RAIL COVER CAP I.F. FRAMEHEAD 74078"C" LORR 6063-T6 AL 64139 LF. FRAME SILL 6063 -T6 AL 64140 LF. FRAME JAMB 6063 -T6 AL 64141 GLAZING SILICONE DOW 899, 995 OR EQUIVA LENT 52 53 54 55 56 59 60 61 62 1224 1225 4039 4044 4222 985 4067 GLASS, VINYL C'$AZINGBEAD BULB (THICK) 6TP247W,K VINYL(AAZINGBEAD BULB (THIN) 6TP248K B GLAZING BEAD -5/16" 6063 -T5 AL 64039B B C AZINGBEAD-5 /16" W /GRILL KIT 6063 -T5 AL 644703 A GLAZINGBFAD- 7/16" 6063 -T5 AL 64222 C GLAZING BEAD -7/16" W /GRILL KIT 6063-T54L •• 669 • 6063 -W5 AL • •64067 • • GAZING BEAD - 13/16" 5/16" LAMI (1/8" A, .090 PVB, 1/8" A) 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) • • • .. r • • • • • •• ••• •• • 63 64 5/16" LAMI (1/8" HS, .090 PVB, 1/8" HS) 7/16" LAM1 (3/16" A, .090 PVB, 3/16" A) 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 F.K. 4/1507 7/16" LAME (3/16" HS, .090PVB, 3/16" F.1( 10/17/08 &awes 0 F.K. 5113118 F.K. 2!28108 C IADD ITEMS41,42 &43 8 kwmonfr A J.J. 3P23108 NO CHANGE THIS SHEET • • • • • • • • • • • A ITEM Mai RE VI DESCRIPTION 1 MAIL 1 PGT# 66 GLASS, 13/16" LAM1 IG118 "A, 3 /8"AIR SPACE, 5/16" LAMI (1 /8"A, .090 PVB, ll8"A) 67 " 13/16" LAMI IG118 "A, 3/8" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1/8"HS) 68 13/16" LAMI 101/8 "A, 3/8" AIR SPACE, 5/16" LAMI (1/8"HS, .090 PVB, 1/8"HS) 69 " 13/16" LAMI IG3/16"A, 5/16" AIRSPACE, 5/16" LAMI (1 /8"A, .090 PVB, 1/8 "A) 70 " 13/16" LAM1 IG3 /16"A, 5/16" AIR SPACE, 5/16" IAMI (1/8"A, .090 PVB,1 /8 "HS) 71 " 1 3/1 6" LAMI IG3/ 16" A, 5/ 16" AIR SPACE, 5 /16" LAMI (1/8"HS,.090PVB,1 /8"HS) 72 " 13/16" LAM[ IG1/8 "A,1/4" AIRSPACE, 7116" LAMI (3/16"A, .090 PVB, 3/16"A) 73 " 13/16" LAMI IGI/8"A,1 /4" AIR SPACE, 7/16" IAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" 1AMI IG118"A,1/4" AIRSPACE, 7/16" LAMI (3/16115, 090 PVB, 3 /161HS) 75 " 13/16" LAMI IG3 /I6"A, 3/16" AIR SPACE 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 " 13/16" LAMI IG- 3/16"A, 3/16" AIRSPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 77 13/16" LAMI IG- 3/16 "A, 3/16" AIR SPACE, 7/16" LAMI (3/16"HS, .090 PVB, 3116 "HS) 90 1014 SCREEN FRAME(HOR & VER.) 3105 -H14 AL 91 1630 SCREENN CORNFICKEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEYW /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE -.135 DIA. FOAM IIVL PVC 95 1635 SCREEN SPLINE -.135 DIA. HARD EM PVC 96 SCREEN CLOTH • • • • -+- -1.988 • • • •• 43' I. FRAME JAMB • • • /A� #4141, 6063.76 1 2.784 1 • • • • • • •• • • O41 I.F. FRAME HEAD A #4139, 6063 -T8 7 3.162 I 2710 CD .F. FRAME SILL 42 r #4140, 6063 -T6 PRODUCT REVISED as implying'Malibu Florida Building Cods AccepUirice Eviocion No la Dcro By lL/ O ADD SPACE DIMENSIONS ITEMS 88 THRU 77. • • • • • • PARTS LIST X1 5 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT B TIOKOMIS, FL 34274 Visibly Bearer a'" """ ••• • • • • ••• • • 110710 I NTSI 6 s-- • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a 11 4127 -10 /° L Clark, P.E. PE 839712 Structural 11 L2.710 1 0 FLANGE FRAME HEAD #4102A 6063 -T6 O SASH STOP #4025, 606345 _ -- 1.183 L .348'4 0 SASH TOP & BOTTOM RAIL #4133, 6i•T5 .050 1.096 -1- . .—I L J GLAZING BEAD, 5116" #40446,6063 -T5 (USED W/ GRILL KIT) .676 52 1.22 1- 2.710 CD6 FLANGE FRAME SILL J #4136, 6063 -76 O HORIZ. ROLLER TRACK #4131.6063 -76 2 1.187 ---I 1.081 1-•— SASH MTG. RAIL #40030,8063HS -T6 1.096-1-•-•7-IT • • GLAZING 13F.AD•744 "'.: #4222A, 6083•T5 37 0 FRAME SILL ADAPTER ��JJ #4137, 63-T6 1.18 - j 4-1.403 -- 17 FIXED MEETING RAIL #4054B,6063HD -T6 291+ SASH SIDE RAIL #4126,6083 -75 • ••� 4415— �r+ ----I� •f-s� :G13\411%6 BEAD, 7116" #9850, 606345 (USED W/ GRILL KIT) • • • • • • • • • • • • • • • • • • • • • • • • • • • 1iO TECHN RM NOKOMIS. R. 34275 P.o BOX 1548 NOKOMIS. P.34274 •s• • • • • FJC Amstar FK F.K. cowl se PJC X5/07 C Olds &akin. 10/17/16 B a,lec 5/13/06 A NO CHANGE THIS SHEET NO CHANGE THIS SHEET NO CHANGE TH/SSHEET 2/28/06 J.J. 3/23!06 I • • • • •• • • .513 1 II .738 1 0 SASH STOP COVER #4053,8083 -T5 ® FLANGE FRAME JAMB #4002A, 6063-76 .678 1.096-1 -' .•i 53 GLAZING BEAD, 5/16" #40390,6063.75 1— . 050 1 1.097 59 GLAZING BEAD, 13/16" #4067, 6063 -T5 PRODUCT REVISED es complying with r6a Florida 1 Cork AcccpiattcoNo0 -O Expiration Date • •-r Visibly Better ••• e • • • • • • • • • • • • ••0 • 0 • • • • • • • • • • • • •• •• • • • •• •• 0•• • • • ••• • • EXTRUSIONS r ALUM. HORIZONTAL ROLLER WINDOW, IMPACT e.roYmome "H* N+a: aerroxa H11710 Half 7 or 11 4127 -10 C 4/4/7 Robert L. CJark, P.E. PE 038712 Structural ANCHOR QUANTITIES, XOX (11412.414) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES 1 -1/4' ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) ANCHOR TYPE) & SUBSTRATE GLASS TYPES A.B,C,G,H,I GLASS TYPES O,E,F,J,K,L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CON( ZONES ZONES ZONES ZONES ZONES ZONES WINDOW 8I W v H HEAD & SILL to g HEAD & SILL -, 2 2 HEAD & SILL -, U) Q1 HEAD & SILL m 2 HEAD & SILL t0 2 HEAD & SILL rr� 2. GLASS TYPES 2 A. 5/16" LAMI - (1/8" A,.090,1/8' A) -, B. 5/16" LAMI - (1/8" A,.090, 1/8" HS) C. 53.125x 38.375 48.030 50.525 54.000 80.000 63.000 1 +C2+1+02 +1 2 1+C2+1+CZ +1 2 1 +C2+1+C2+1 2 1+C2+1 +C2+1 2 1 +C2+1 +C2+1 2 1 +02+1 +02+1 7(16"LAMI- (1/8'HS..00,116* A) 2 D. 7(18° LAMI - (3118 A,.090, 3N6` A} 1+C2+1+02+1 3 1+C2+1 +C2+1 3 1 +02+1 +02 +1 3 1+02+1 +02 +1 3 1+C2+1+02+1 3 1 +C2 +1 +C2 +1 3 E. 7118" LAMI - (3/18 A,.090, 3/18 HS) F. 1 +C2 +1+02+1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02+1 3 1+02+1 +432 +1 3 1 +432 +1 +C2+1 3 1+C2+1 +C2 +1 3 G 13/1 "LA -13!18 8" OR 313/'I8 5/1 0.13/18 LAMI 1G - 118° OR 3/18' A, 5118 OR 3/8° SPACE, 5418 LAMI - (118" .0,.090,118' A) 1 +02 +1 +02+1 3 1 +0+1+02+1 3 1 +432 +1 +02+1 3 1+02+1 +02+1 3 1+02 +1 +02 +1 3 1+03 +1 +1x+1 3 H. 13/18 LAMI IG -1/8" OR 3/16° A, 5/16° OR 318° SPACE, 5/18 LAMI - (118' A,.090, 1/8' HS) 1+02+1+02+1 3 1 +02+1 +02+1 3 1+C2+14432+1 3 1 +(x+i +(x +1 3 1+02+1+02+1 +1+(x+1 3 1+C2+1+C2+1 1. 13/16" LAMI 10 -118 OR 3116' A, 5118 OR 318° SPACE, 5118' LAMI - (1/8' HS,.090,1/6" HS) 3 J. 13/18' LAMI 10 -1/8' OR 3/18 A. 3/16° OR 1/4" SPACE, 7118 LAMI - (3/18 A,.090, 3/18 A) 1 +02 +1 +02+1 3 1 +02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +12+1 +12+1 3 1+02 +1 +02 +1 3 1+03+1 +C3+1 3 K 13/18 LAMI IG -118' OR 3/18 A, 3/18 OR 1/4" SPACE, 7 /18 LAMI - (3118° A,.090, 3M8 HS) 60.000 x 36.375 48.000 50.825 54.000 60.000 63.000 1+02 +1 +02+1 2 1 +02+1 +02+1 2 1 +02 +1 +02 +1 2 1+C 2+1+C 2+1 2 1+C2+1+C2 +1 2 1+02 +2 +02+1 2 L 13118° LAMI 1G - 178.OR 3118 A 3/16" OR 1/4° S PACE 7118 LA (3/18 HS,.O�, 3118° HS} 1 +C2+1 +432 +1 3 1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+0;2 +1+(x+1 3 1 +C2 +2+02+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1+02 +1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 2+1 3 1 +02+2+(2+1 3 DIMEN SIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02+1402+1 3 1+(2+1+02 +1 3 1 +02+1+0+1 3 1+C2+1+C2+1 2+1 3 1 +02 +1 +02+1 3 1+02 +2+02+1 3 HEAD & SILL: 10172" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1+(2+1 +02 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1+02+1 3 1 +C3+2 +03+1 3 JAMBS: 9" MAX 25 MA AX. FROM CORNERS. R F OM CORNERS AND 22172° MAX O.C. 1 +02+1 +02 +1 3 1+C2+1+C2+1 3 1 +02+1 +02 +1' it 1+02 +1 +02 +1 3 1 +C2 +1 +(2+1 3 1 +C3+2+C 3+1 3 TABLE KEY: 74.O03x 38.375 48.000 50.625 54.000 60.0(30 63.000 1 +02 +2+02+1 2 1+C2+1+C2+1 2 1 +(2+2+(2+1 2 1+(2+2+(3 +1 2 1+C2 +2+C2+1 2 1 +02 +2+0x+1 2 X ,Q X 1 1 +C2+2+C2+1 3 1+02 +1 +02 +1 3 1 +02 +2 +(3+1 3 1 +432 +2 +02 +1 3 1 +(2+2+(2+1 3 1 +02+2+(2+1 3 I1+C3+4+C3+1 3 I-' - ANCHOR QUANTITY PER JAMB 1 HEAD AND SILL ANCHOR QUANTITY. 1 +02 +2.02 +1 3 1 +433 +1+03+9 3 1+C2+2+C2+1 3 1+02 +2 +432 +1 3 1+C2+2+C2+1 3 1 +tx +2 +02 +1 3 1+C2+2+C2+1 3 1 +(2+1 +02+1 3 1+02+24(3 +1 3 1+02 +2+02 +1 3 1 +432 +2 +02+1 3 1+(2+2+03 +1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL (3° MIN. O.C. ANCHOR SPACING) 1+02 +2 +02+1 3 1+02+1+02 +1 3 1 +02+2+02+1 3 1 +432 +2 +(2 +1 3 14(2+2+02 +1 3 1+03+2 +03+1 3 1+(2+2 +02 +1 3 1+02 +1+02 +1 3 1 +03+2+03 +1 3 1 +03+2+03+1 3 1+02 +2+{2+1 3 1+C3 +2 +C 3+1 3 64.000x 33375 48.000 50.625 54.000 60.000 63.000 1 +02+2+02 +1 2 1 +02+2+02+1 2 1+C2+2+02+1 2 1+02+2+02+1 2 1 +02 +2+02+1 2 1 +02+3+02+1 2 1 +03+2 +432 +1 3 1 +(2+2 +02+1 3 1+02 +2 +02+1 3 1 +02 +2+0x+1 3 1 +(3+2+(2 +1 3 1 +(2+3+03+1 3 1 +02+2 +02+1 3 1 +02 +2+02+1 3 1 +C2 +2+02+1 3 1 +02 +2+02 +1 3 1 +02 +2+02 +1 3 1 +03+3+03+1 3 1+03 +2 +02 +1 3 1+02+2+12 +1 3 1 +02+2+02 +1 3 1+02 +2+02+1 3 1+02+2+(2+1 3 1 +04+3+04 +1 3 -�� 25 3/4" max. 43' MIN. 1+02 +2+(2 +1 3 1 +(2+2+(2+1 3 1+03+2+03+1 3 1 +p+2 +03+1 3 1 +(2+2 +02 +1 3 1 +434 +3+04+1 3 trauma. .NOSED ascc ini: Co with Ile Ronda Ar.cr.4.1=14o 0 .... %- •0�( ►'`�"°° - y1rf` - 7 ", - 9 x y ~ ii t 1 1 t ttt o X 1 +02 +2+02 +1 3 1+02 +2 +02+1 3 1+03 +2 +03+1 3 1 +03+2 +03 +1 3 1+02 "'2+02 +1 3 1 +04 +3+04+1 3 8" 1016.375 x 38.375 48.000 50.825 54,000 60.000 63.000 1 +0 2 +2+02+1 2 1+02+2+02+1 2 1+02 +3+02+1 2 1 +02 +3+02 +1 2 1 +02+3 +02 +1 2 1 +02+4+2 +1 2 TYP _/ 1 +0x+3+02 +1 3 1 +03+2+0x+1 3 1 +(3+3+(3+1 3 1+C3+3+C3+1 3 1 +432 +3+(2+1 3 1 +03+4 +03+1 3 MTG RAIL 1 +02 +3+02 +1 3 1 +0x+2+02 +1 3 1 +(3+3+(3+1 3 1 +03+3+03+1 3 1 +C3+3 +03+1 3 1 +03 +4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+02 +1 3 1 +(2+2+02+1 3 1 +(3+3+(3+1 3 1 +03 +3+(3+1 3 1 +02+3+(3+1 3 1+04+4+04 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +03+3+03+1 3 1 +02+2+02+1 3 1 +04 +3+04 +1 3 1 +04+3 +04+1 4 1 +433 +3+(3+1 3 1+04+4+04+1 3 1 +03 +3+C3+1 3 1 +C2 +2 +02+1 3 1 +04+3+04 +1 3 1+C4+3+C4401 irQ40.3+ 4+• 3 'KC5+4YC$6-1 3 it 1 25 3/4' MAX- 111.000x 36.376 48.000 50,625 54.000 60.000 63.000 1+02+3+0;2+1 2 1 +02 +2+02+1 2 1+02 +3+02+1 2 1 +(2+3 +0 +1 3 1+ i3+ & 2.1+912 +4►C2F1 A 1 1' MIN. �-3' MIN. 1 +03 +3+02+1 3 1 +(2+2+02+1 3 1 +03+3 +03+1 3 1 +03+3+03+1 1+1%3424 � � 3.1 +L3 +q+C;y}1 3'• 8 REF. - 3• O I X ) 0 L Pte, PE 53512 Structural 1+02 +3+(2+1 3 1+02 +2+02 +1 3 1 +03+3+03+1 •3+03+1' 3 1 +03 +3 +CC3 +1 3 f+ 3 1 +(2++03+1 1 +03+3+(3 +1 3 1 +02+2+432+1 3 1 +03 +3+03+1 3 1 +03+3+03+1 3 1+03+3 +03+1 3 1+04+4 +04+1 3 I r 1 +(3+3+(3+1 3 1+02 +2+02 +1 3 1 +04 +3+04 +1 3 1 +434 +311(:4+1 4.1 +03+3+0 3}1 3 1(4+4 +434+ :14+4+4 �•�• i VTG. RAIL, TYP. 1 +03 +3+(3+1 3 1 +02 +2 +02 +1 TABLE a, SELECT 3 1 +04+3+04 +1 VALUES DUE 70 3 1 +04 +4+1 • ANCHOR Ut P.�7:1• 4 D C4+3444 3 • • • • • • •. 4; :EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS 4*,ar FJC ) 4115ro7 C UPDATE ANCHORAGE SPACING, XOX (1/4-1/2 -1/41 Ra mlex F.K. t 10/17106 Re,�mm: 8 Rfkl:Mb REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS NOKC WS. FL 34278 ''..• t / ALUM. HORIZONTAL ROLLER WINDOW, IMPACT,, mar o Bx F.K t 2128/06 aameep J.J. SPACE DIb }pVBIONSGLASS TYPES GTHRUt 3123/06 I ••• Pa sox 1� NOKOMIS.FL3427a 1 • • • vii* Better ••• • • &fb1" HR710 sow NTS enes I 8 d 11 u.,eaa° 4127 -10 ' I C • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES. XOX (113- 113 -113) WINDOWS TABLE B NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO 354 CRETE -FLEX 3 - #12 STEEL SCREWS (06) ANCHOR TYPES & SUBSTRATE GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L 2.3. WOOD Z CONC 1, CONC 2,3, WOOD Z A NC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W v II HEAD & SILL co 2 HEAD & SILL i HEAD & SILL -, 1 HEAD & SILL > g < HEAD & SILL > i HEAD & SILL -, 2. GLASS TYPES: to A 5116° LAMI - {118' A,.090, 18° A) -s B. 5/18' LAMI - (118'.0,.090, Mr HS) 48.000x 38.375 48.000 50.625 54.000 60.000 83 000 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02+1 +02+1 2 1+C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+C2 +1+02 +1 2 C. 5/16' LAMI - (1/8' HS,.090,1/8" HS) 1+02 +1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +02+1 +02 +1 3 1 +02 +1 +02 +1 3 1+02 +1 +C2 +1 3 D.7 /16' LAMI - (3M6"A.O90,3116"A) E. 7/16' LAMI - (3/18" A,.090, 3/16' HS) 1+02 +1 +02 +1 3 1+C2 +1 +C2+1 3 1 +(2+1 +02+1 3 1 +C2 +1 +02 +1 3 1+02+1 +02+1 3 1 +02+1 +02+1 3 F. 7/1 6' LAMI - (3/16" HS,.()90, 3/16" HS) 1+02 +1+62+1 3 1 +02 +1 +C2 +1 3 1+02 +1 +02+1 3 1 +02+1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 G.13/1 8° LAMI IG -118" OR 3116° A, 5116° OR 38' SPACE, 5/16' LAMI - (1/8'.0,.090,18" A) 1+02+1 +02+1 3 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1+02+1+02 +1 3 1+62 +1 +62 +1 3 1 +C2 +1 +02+1 3 H. 13/16' LAMI 10 -118" OR 3/16' A. 5/16" OR 3/6° SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16° LAMI 10 1/8" 1+02+1 +C2 +1 3 1 +C2 +1+02+1 3 1+02+1 +02+1 3 1+02 +1+02+1 3 1 +(� +1 +( +1 3 1 +03+1 +03+1 - OR 3!16° A, 5116" OR 3/8' SPACE, 5116" LAMI - (1/8' HS,.090, 1/8" HS) 3 1.13/16" LAW IG -1/8' OR 3116° A, 3116° OR 114' SPACE, 7/18' LAMI - (3118" A,.090, 3116' A) 53.125x 38.375 48.000 50.625 64.000 60.000 63.000 1 +02+1 +02 +1 2 1 +(2+1+•02 +1 2 1 +02 +1+02+1 2 1 +02+1+02+1 2 1+02 +1 +02 +1 2 1 +02 +1+02 +1 2 K. 13/16' LAM 10 - 1/8" OR 3/16" A, 3116' OR 1/4° SPACE, 7/16° LAMI - (3/16' A,.090, 3(16' HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1 +02+1 +02 +1 3 1+02+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02+1+02 +1 3 L. 13116' LAMI 10 - 1/8° OR 3/16" A, 3/16' OR 1/4' SPACE, 7/16' LAMI - (3/16" HS,.090, 3/16' HS) 1+C2+1+C2+1 3 1+02 +1+62+1 3 1 +C2 +1 +C2 +1 3 1+02 +1 +C2+1 3 1 +G2 +1 +C2 +1 3 1 +(2+1+t2+1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+12 +1 +02 +1 3 1 +02 +1+02 +1 3 1+02 +1 +02 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +G2 +1 3 1+02 +1+02 +1 3 DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1+02 +1+02 +1 3 1+02 +1 +62+1 3 1 +02 +1 +02 +1 3 1+02+1 +02 +1 3 1+02 +1 +02 +1 3 1+03 +1 +03 +1 3 1+C2+1+C2+1 3 1 +c2 +1 +02 +1 3 1+02+1 +02+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +02+1 3 1+03+1 +03+1 3 HEAD & SILL: 101/2' MAX ON EACH SIDE OF MEETING RAIL CENTERLINE 60.000x 38.375 48.000 50.625 64.000 60.000 63.000 1+02 +1+02+1 2 1 +02+1+02+1 2 1+02+1 +02 +1 2 1 +02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +02+1 +02+1 2 JAMBS: 9` MAX. 5 MA MAX. FROM CM CORNERS FROM CORNERS AND 221!2" MAX O.G. 1 +02+1 +02 +1 3 1 +02+1+02 +1 3 1 +(2+1 +02 +1 3 1 +C2 +1+02 +1 3 1 +02+1+02+1 3 1 +(2 +1 +02+1 3 TABLE KEY: 1 +02+1+02 +1 3 1 +62+1+02 +1 3 1 +02 +1 +02 +1 3 1 +02 +1+02 +1 3 1 +C2 +1 +02 +1 3 1+02 +1 +02+1 3 X O X 1+12 +1 +(2 +1 3 1 +02+1+12 +1 3 1 +(2 +1 +02+1 3 1+(2 +1 +02+1 3 1 +02+1 +02+1 3 1+03+1 +03+1 3 I1 +C3 +1+03 +1! 3 ANCHOR QUANTITY PER JAMB PRODUCT REVISED exesrt1ir• w th tl a Florida • Fatild i4 Cote o& 1 +02 +1 +02 +1 3 1+62 +1 +02+1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1+0+1 +02 +1 3 1 +03+1 +03+1 3 4 L HEAD AND SILL ANCHOR QUANTITIES 1+02 +1+02+1 3 1+02 +1 +02+1 3 1 +02+1 +02+1 3 1+03+1 +03+1 3 1+12 +1 +02+1 3 14.03+1 +C3 +1 3 86.000x 38.375 48.000 50.626 54.000 60.000 63.000 1+•02 +1 +62+1 2 1 +02+1+02 +1 2 1 +02 +1 +02+1 2 1+02+1 +C2 +1 2 1402 +1 +02 +1 2 1+02 +1+02+1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FLXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3' MIN. O.C. ANCHOR SPACING) 1 +02 +1 +02+1 3 1+02+1+02 +1 3 1 +(2 +1 +02+1 3 1 +C2 +1+02 +1 3 1+02+1+C2+1 3 1 +C2 +1 +(2+1 3 1 +C2 +1+C2 +1 3 1+02+1 +02 +1 3 1 +C2 +1+(2 +1 3 1 +02+1 +02+1 3 1 +02+1 +C2+1 3 1 +03+1 +03+1 3 1 +02+1+(2 +1 3 1412+1 +02 +1 3 1 +C2+1 +(2+1 3 1+02 +1 +C2 +1 3 1+02 +1 +02+1 3 1+03+1 +03+1 3 1 +02 +1 +(2 +1 3 1 +C2 +1 +02+1 3 1+(2 +1 +C2 +1 3 1+03 +1 +03+1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 1+02 +1 +02 +1 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03+1 +03+1_ 3 1+(2+1 +C2 +1 3 1 +C3 +1+03 +1 3 74.000x 38.375 48.000 60.625 54.000 60.000 63.000 1 +02+1+02+1 2 1+02+1+02+1 2 1 +02 +1 +02 +1 2 1+02+1 +02+1 2 1+02+1 +02+1 2 1 +02+1 +02 +1 2 1- 1 25 314' MAX _r) •3" MIN 1 +02+1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +(.L +1 3 1 +C2 +1+(2 +1 3 1+02+1 +C2 +1 3 1 +03+1 +03+1 3 '-'.r"'"+"=-.." 3 1 +02+1 +02 +1 3 1 +02+1 +02 +1 3 1 +(2+1+0+1 3 1+02 +1 +02+1 3 1 +C3 +1 +03+1 3 1 1 x i 1 lit o 1 X 3 1 +02 +1+02 +1 3 1 +02+1 +02+1 3 1+02 +1 +02+1 3 1+02 +1+02+1 3 1 +03+1 +63+1 3 8° 3 1 +02 +1 +02 +1 3 1 +0341+03+1 3 1+03+1 +(„`3+•1 3 1 +02 +1+02 +1 3 1 +03+1 +03+1 3 3 1+02 +1+(2 +1 2 1 +02+1+0+1 3 1 +03+1 +03+1 •2 1412+1412+1 3 1 +03+1 +03+1 2 1+C2 +1 +C2+1 3 1 +C2 +1 +02+1 3 1+(2 +1+02+1 3 1 +0'3+1 +63+1 2 1+02 +1+02 +1 3 2 G' �1 EXAMPLE WI QTY. OF (3 }ANCHORS 84.000x 38.375 48.= 60.626 54.000 60.000 63.000 '- CLUSTER 3 1+02 +1 +02+1 3 1+02+1 +02+1 3 1 +02 +1+02 +1 3 1 +02+1 +C2 +1 3 1+03+1 +03 +1 3 015 +1103 Aeccla• De i Dm3¢14odud •^'�} IN TABLE KEY MAX "TYP. ABOVE) 3 1 +02+1+02 +1 3 1 +02+1 +C2 +1 3 1+02 +1 +C2 +1 3 1 +02+1 +02+1 3 1 +03+1 +03+1 3 (SHOWN 3 1+02 +1 +02+1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 3 1 +02 +1 +02+1 3 1 +03+1 +03+1 3 1 +03 +1+03 +1.414tS3t&+01+148 1 +43+1 +I3+11 3 •. I I 25 3 1 +02+1 +C2 +1 3 1 +03+1 +03+1 3 1 +03+1 +« ,�ii�S �'i 4 _3/4' --e- 1 1!2 I+-3' MIN. 86.437 x 38.375 48.000 50.625 54.000 60.000 63.000 2 1 +02 +1 +C2 +1 3 1 +02+1 +02+1 2 1 +02 +1 +C2 +1 3 1 +0241+02 +1 2 1 +C2 +1+•C2 +1 3 1 +C2 +1 +C2+0•3 31 +Clh•4+(f 1 • 14611+1f0244 •2 110221 +2.t! 4 B 1 +03 +1 +03+1 2 • t d!o d% %_ Robert L.CI.k,RE. PE 636712 Structural • 3 0• 9' REF. i 41 1 1141 O _--_` X 3 1 +C2 +1 +02+1 3 1+C2+1+•C2 +1 3 1 +02+1 +02+1 3 1 +02+1+02 +1 3 1 +03 +1 +03+1 3 i \ 3 1 +02 +1 +(2 +1 3 1 +63+1 +03+1 3 1+03+1+03+1 3 1 +02 +1 +02 +1 3 1 +03+1 +03 +1 3 .`/ OF (4) ANCHORS 3 1 +02 +1+•02 +1 3 1 +03 +1 +133 +1 3 1 +C3+1 +011+1 4 MC3 +1 +C3+4 3 14414+1+C4+1 •• • 111041 +C4 +{ 4 • MTG. RAIL, TYP• CLUSTER W/ QTY. • 3 1 +02 +1 +02 +1 3 1 +03+1+03+1 3 1+•03+434 1 +43+1 +041 14 sdB�.• F.K. 030 an54n xakbr: c • • • • UPDATE TABLE 5, SELECT VALUES DUE TO ANCHORC�1? y1J •_. • • • • • • •►XAMPLE • • • emcee. ANCHORAGE SPACING, XOX (1/3 -1/3 -113) Te1f ALUM. HORIZONTAL ROLLER WINDOW, IMPACT 0300 fir F.K. 080 IWI7� REVlSEANCHORAGEFORMAT ,HEAD &SILL CLUSTERS• FL 34275 •• F.K. A ADD SPACE D IMFNSIONS GLASS TYPES GTHRUL. P.0 60X1629 ommax F.K. 5!13406 D* 228/06 tsrm®eax J.J. Bmk NOKOMIS, FL 34274 3/23/06 1 • • • • • • visibly Better • • • • • 81a°1' MTV mar NTS 9 0 11 0.0014° 4127 -10 a C • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •s •s• • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 6 GLASS TYPES A,B,G,H ANCHOR TYPE & SUBSTRATE 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES GLASS TYPES C,D,E,FJ,J,K, L 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES WINDOW SIZE W v H 0¢� 0� x CO 0 2 46 m 08 06 m 0: Q °• a6 1., m 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1+02 +1 2 1+02 +1 2 1 +C2 +1 2 1+02+1 2 1+02 +1 2 1 +02+1 3 1 +C2 +1 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1+C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +02+1 3 1 +C2 +1 3 1+02 +1 3 1 +02 +1 3 1+02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +02 +1 3 1 +C2 +1 3 1+02 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +02 +1 3 1 +C2 +1 3 1 +03 +1 3 1 +02+1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1+02+1 3 1 +03+1 3 48.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 2 1 +02 +1 2 1 +C2 +1 2 1+02 +1 2 1+02 +1 2 1 +C2 +1 2 1+02 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1+02 +1 3 1 +C2 +1 3 1+03 +1 3 1 +02+1 3 1 +C2 +1 3 1+03+1 3 1+02 +1 3 1 +C2 +1 3 1 +03+1 3 1+03+1 3 1 +C2 +1 3 1 +03+1 3 1 +03+1 53.125 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +03+1 1 +C2 +1 3 2 1 +C2 +1 1 +02 +1 3 2 1+03+1 1 +02 +1 1 +C3 +1 1 +C2 +1 3 1 +C2 +1 3 r1 +C2 +1 2 1 +02 +1, 3 i+C3 +1 3 3 1 +03+1 3 2 1 +C2 +1 2 1+02 +1 3 1 +02+1 3 1 +C3 +1 3 1 +C2 +1 3 1+02 +1 3 1 +03+1 3 1 +02 +1 3 1+C2 +1 3 1 +03+1 3 1+02 +1 3 1 +C2 +1 3 1 +03+1 3 1 +03+1 3 1+02 +1 3 1 +03+1 3 1 +03+1 3 1 +C2 +1 3 1 +03+1 1 +03+1 4 1 +C2 +1 3 1 +03+1 3 1 +03+1 4 1 +02+1 3 1 +03+1 1 +03+1 4 1 +C3 +1 3 1 +04+1 3 1 +03+1 4 1 +03+1 3 1 +C4 +1 80.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1+02 +1 3 1 +02 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 2 2+02 +2 1 +C2 +1 3 1 +C2+1 3 2 +03+2 3 1+02 +1 3 1 +C2 +1 3 2 +03+2 1+03 +1 3 1 +02 +1 3 2 +03+2 3 1 +C3 +1 3 1 +02 +1 3 2 +C3 +2 1 +03+1 4 1 +02 +1 3 2 +03 +2 3 1 +C3 +1 4 1+02 +1 3 2 +03+2 1 +03+1 4 1 +03+1 3 2 +C4 +2 4 1+03+1 4 1 +C3 +1 3 2 +C4 +2 1 +03+1 4 1 +03+1 3 2 +C4 +2 4 1 +03 +1 4 1 +03+1 3 2 +C4 +2 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 3 1 +02+1 2 2+02 +2 2 +C2 +2 3 1 +02 +1 2 2 +C2 +2 2 +C2 +2 2 +03+2 1 +C2 +1 1 +C2 +1 3 2 +03+2 3 3 2 +03+2 3 2 +C2 +2 2 +C3 +2 4 1 +02 +1 3 2 +C3 +2 4 1+02+1 3 2 +03 +2 2 +C3 +2 4 1+02 +1 3 2+03 +2 4 2 +03+2 4 1 +02 +1 3 2 +03 +2 2+03+2 4 1 +03+1 4 1 +03 +1 1 +03+1 3 3 2 +C4 +2 2+04+2 2+03 +2 2+03 +2 4 1 +C3 +1 4 i:C3t1 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1?..mr RIC 4/15107 2 +C2 +2 3 2 +C2 +2 2 2+02 +2 3 2 +C2 +2 31. 2 +C2 +2 2+03 +2 4 2 +C2 +2 3 2+03 +2 4 2+03 +2 4 8 +C2 +2 3 2+04 +2 • 3 .,2+ ► +4 • • • • • 2 �� •3 • • 31.2 PC3�2 •4 ' •: 3 !4 3 +2. 4 ' • 4 3 2+04 +22 4 4 •2+€44€ 45 3 3 3 2 3 3 3 4 4 3 3 3 4 4 4. • • 2 +C3 +2 4 2 +C2 +2 3 2 +03+2 4 2 +C3 +2 4 • Q +0242 • 2 +03+2 4 2 +C3 +2 3 2+04+2 4 2 +03+2 4 2 +C3 +2 2 +C3 +2 4 1 +C3 +1 3 2+04 +2 2 +03+2 4 1 +03+1 3 2 +G4 +2 4 2 +03+2 5 2 +03+2 4 2 +C4 +2 •� 244il2 C Raul* flea F.K. 10/17 R ,d8 Aa& FJC 511388 PK. 2/28106 B A J.J. 3 2 +C4 +2 CHG. TABLE# TO8. B SELECT VAUUBS DUE TOANCHOR CAP. AOI • '• • • • • 7099T6tHNOLOCL4O REVISE ANCHORAGE FORMAT, HEAD 8 SILL CLUSTERS • N/KOMIK F1.3saair ADD SPACEDlMENS10NS TO GLASSTYPESG THRU L P.C.8OX 1829 NOKOMIS. FL 34274 4 . • • NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 - 1/4° ELCO SS4 CRETE -FLEX 3 - 1112 STEEL SCREWS (35) 2. GLASS TYPES: A. 5116" LAMI - (1/8' A,.090, 1/8' A) B. 5116° LAMI - (118' A,.090, 1/8' HS) C. 5/16' LAMI - (1/8' HS,.090, 1/8" HS) D. 7/16° LAMI - (3/16' A,.090, 3/16° A) E. 7/16' LAMI - (3/16" A,.090, 3118" HS) F. 7/16° LAMI - (3116" 118,.090, 3116° HS) G. 13/16° LAMI 13 - 1/8° OR 3/16° A, 5/16" OR 318' SPACE, 5/16" LAMI 14.13/16' LAMI IG -1/8' OR 3116' A, 5/16' OR 3/8° SPACE, 5116' LAMI I. 13/18' LAMI IG - 1/8" OR 3/16" A, 5116' OR 3/8' SPACE, 5/16' LAMI- J.13/16' LAMI 13 -1/8° OR 3/16' A, 3/16' OR 114' SPACE, 7116' LAMI- K. 13/16' LAMI IG - 1/8' OR 3/16° A, 3/16° OR 1/4' SPACE, 7/16' LAM L 13/16' LAMI tG - 1/8" OR 3/16' A, 3/18 OR 1/4' SPACE, 7118 LAMI - (1/8"A.090,1/8'A) - (118" A,.090,1/8' HS) (1)8° HS „090,118° HS) (3/16' A, -090, 3/16' A) - (3/18 A,.090, 3118° HS) - (3/16° HS,.090, 3116' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 101/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 18 314' MAX FROM CORNERS. JAMBS: 9° MAX FROM CORNERS AND 221/2" MAX O.C. TABLE KEY: O X 2+03+2! 3 ANCHOR QUANTI IY PER JAMB I HEAD AND SILL ANCHOR QUANTMF_S A CLUSTER OF (3) ANCHORS CENTERED ON THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3' MIN. Q.G. ANCHOR SPACING) 11-18 - 1+--3' MIN. 9' REF. MTG. RAIL EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) • . •_s__*EX$iMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • Visthly Better a •4- • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • ?ANCHORAGE SPACING, OX AND XO WINDOWS ter ALUM. HORIZONTAL ROLLER WINDOW, IMPACT PRODUCT R,BYMED as cmnp:;' ∎2 w *htiis irlolid8 Biding Co•.`.°. AcoopGn3cal*0 I S,fJcf Eepiradoa Date L_�I ' 11 BY ic. ss3aaroak HR710 NTS SAM 10 e 11 *soft Ma 4127 -10 Rost L Clark P.E. PE839712 Structural • • • • • • • •• • • • •• •• ••• • • ysr > ;u Raves flax Rwtumx .2 -I. - r - F!C 4/88!07 C ADD IF. FRAME alt. NOTE 15 TO FBC, 'x RRENT EDITION, Render FJC 10/17108 R e s MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 1314° MIN. E.D. TYP. NOTE 1® CONCRETE ANCHOR, NOTE 1 DETAIL A 1/4" MAX. SHIM NOTES: 2x WOOD BUCK, 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO NOTE 3 1318 8 TAPCONS EMBEDED 1 3/8° MIN. OR 1/4" SS4 CRETE.FLEX EMBEDED 13/4° MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 1 3/4'. FLATHEAD ANCHORS MUST BE 012 TRIMFIT HEAD. WOOD ANCHOR. NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS 114° MAX. ---•- SHIM WOOD ANCHOR, NOTE2 1 3/S" MIN. 2x WOOD BUCK, NOTE 3 1/4° MAX. SHIM Z. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 114' SS4 CRETE -FLEX WITH ® #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHAD. BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 5. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER 1 114° MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE, CURRENT EDITION. (1.5 KSI CMU) OR • PER NOTE 1 A (3.4 KSI CONCRETE) 1 314" EXTERIOR INTERIOR [� Y. MIN. ED (H & SILL DETAILS TYP. 4 - INTERIOR (JAMB DETAILS E, F & I) EXTERIOR 1x WOOD BUCK, NOTE 3 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE WOOD ANCHOR, NOTE 2 ANCHOR, NOTE 1 DETAIL H (HEAD NAILING .131 DIA. MIN. x 21/2" NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. • NONE 1 La : . •13/4' MIN. MIN. 3.4 KS E.D. TYP. g CONCRETE 2x WOOD d DETAIL C BUCK, NOTE 3 TYPICAL FLANGE FRAME SILL SECTIONS • • • • • SEE NAILING ft. A DETAIL G (SILL)d DETAIL I (JAMB) • • • • • • .g• TYAICAL INTEGRAL FIN FRAME SECTIONS • serer rr *e �. • • • REVISE EDOEDIST.. EMBEDMENT& SHT. REFERENCES • Reader P.K EX Dart 51131!0 paw A J.J. ADD NOTES. 0E • • • • 17190 TL� NOL041'_DRJVE I*AXOM MJS. FL 9 P.O. BOX 1518 NOKOMIS, FL 36274 0_711172, Visibly Better •• • • - 0 - 1 1 1 - • • • • -• • • • • • • • • • • • ••• • • • • • It • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •HORAGE DETAILS NSW ALUM. HORIZONTAL ROLLER WINDOW, IMPACT SmarItakt HR710 lHaIf I 11 s11 ReaNtp*. aft 4127-10 C Robert L Clerk. P.E. PE #39712 ShtxWrel BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVLSTON 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 Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH3). 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 acted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida BgiJ4ipg Code, including the Nigh Velocity Hurricane Zone. DESCRIPTION: Series PW 701 Aluminum Fixed Window — L.M.I. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 www.buldiemcodeontine.eom • • • • •••• • • • •• • • •• • • • • APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture WinT1 sTpact",'s6aets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B ", dated Vi/ r, signed r:4 sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control 14 ;sign stamp Moho Notice of Acceptance number and expiration date by the Miami Dade County Procblitkriprol Divlssion, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •••••• • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's namalltid, city, stn and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted harem. • RENEWAL ofthis NOA shall be considered after a renewal application has been ilearift there bass been . . n o c h a n g e in t h e a p p l i c a b l e b u i l d i n g code n e g a t i v e l y a ff e c t i n g t h e p e r f o r m a n c e ofthis 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 ofthis NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA 0 03- 110101 and consists ofthis page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • • •• NOA No. 07- 0418.06 Expiration Date: February 19,2009 Approval Date: June 21, 2007 Page 1 PGT Industrieq NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B ", dated 4/4/07, signed and sealed by Robert L. Clark, F.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03 -- 1105.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 •••••• 5) Cyclic Wind Pressure Loading per FBC, TA$ 2Q3-.94 ••• • • along with marked up drawings and installation diagram of an atdmidum pictmte • • ' • window, prepared by Fenestration Testing Laboratory, Inc., Tex Kehrt No. 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. •... .... • • (Submitted under previous NOA #03- 1105.01) • • • • • • • • C. CALCULATIONS .. .. .. .. 1. Anchor verification calculations and structural analysis, complyingrvcorth FBC- 2104, • • prepared by manufacturer, dated 4/13/07, signed and sealed by)4.obert L. Clef ,t5r. • • Complies with ASTM E1300 -02 ' ' • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.L DuPont DeNemours for "DuPont Butacite PVB Material" dated 11121/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01- 0205.02issued to Solutia, Inc. for "Sailex / Keepsafe Maximum" dated 5/17101, expiring on 5/21/06. E -1 Manuel P ' .E. Product Control 37r" _ NOA No. 07-0418.06 Expiratbm Date: February 19,2009 Approval Date: duns 21, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.B. G. OTHER 1. Notice of Acceptance No. 03- 1105.01, issued to POT Industries for their Series "PW- 701" Aluminum Picture Window LMC, approved on 02/19 /04 and expiring on 02/19/09. • .... .... .... .... • • • • • • • • •. .. •. •. Manuel Product Control NOA No. 07 799906 Expiration Dates February 19.2009 Approval Date: June 21, 2007 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" LAMINATED GLASS WHICH 15 COMPRISED OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) UTE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7116" LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) � A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 6. REFERENCES: TEST REPORTS, FTL -3835 & FTL -3850 ELCO TEXTRON NOA: 04- 0721.01, 03-0225.05 ANSIAF &PA NDS-2001 FOR WOOD CONSTRUCTION ADM 2000 ALUMINUM DESIGN MANUAL. NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES 1 GLAZING DETAILS 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INTEGRAL FIN 4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED 6 SECTIONS, FLANGED 7 CORNER ASS'Y, FLANGED 7 SECTIONS, INTEGRAL FIN 8 CORNER ASS'Y, INTEGRAL FIN8 EXTRUSION PROFILES 9 PARTS LIST 9 ANCHORAGE 10-12 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT /A EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). rear ralr •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • •• • •, Rend Bp F.K. 414 7 u"r 12/15W aN F.K F G Dar /7/14Rp Raid.= Raisba B A ♦♦• t ea inEwS7OREF E1? 42 AND REVISE O E7. A NO7E9. AOO REK iY TO WM AlKIAOO NOTE 7. REDUCE ANCHOR SPACING atearaec • • • • • • • 1W91 KOMI19 R 94278 P.O. BQX1529 No7w 8a 894274 •• • • • • Visibly Better • • • NOTES & TABLE OF CONTENTS ALUMINUM PICTURE WINDOW, IMPACT 1701 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • eae •rr NTS 1 12 4258 -4 4 B f/ aT P L Cork. .E. PE 1139712 su,marral 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE O 3116" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS R 21 11/16" NOM GLASS BITE s• ••• • • • • • • 7/16" LAMI GLAZING DETAIL •• • FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) „ • • • • • • • • 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS OUTSIDE 0 11/16" NOM GLASS BITE f • • • •• "1 11/J6" LAMI I.G. GLAZING DETAIL • •• • • FLANGED OR INTEGRAL FIN FRAME • • INTEGRAL FIN FRAME SHOWN) • • • • • • • • •• • • • PRODUCT' REVISED nrnmpipini.ki q" Florida Be Wog Cade Accatrta•teltl• OG. armor IV( 47 Ilsaalove 8 NO CHANCE THIS SHEET • • • • FK emmatg FK Die 12M49 7434x1 a A� Chabea,: NO CHAAVOE THIS SHEET now •• • • • • • • • • • 107.7ECHNOLOONARNE NOKOMIS FL NM P.O.8OX 1529 NOKOMIS, FL •42774 Vtdb., Better • • • • • ••• • • GLAZING DETAILS ALUMINUM PICTURE WINDOW, IMPACT • • • PIN-701 1 FU4J 2 d 12 1° " 4259-4 11 Robert L Clark, PE, PE 397•2 Shuchnai HEXAGON FULL CIRCLE MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60° DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA =19.83 SQ. FT. OCTAGON MAX. SIZE = 60° BETWEEN FLATS OR MAX. AREA = 20.71 SQ. FT. FAN MAX. SIZE = 96" X 47° OR MAX AREA = 24.47 SQ. FT. HALF CIRCLE MAX. SIZE = 96" X 48' OR MAX AREA = 25.13 SQ. FT. NOTE: A EYEBROW MAX. SIZE =96 "X48" OR MAX. AREA = 31.99 SQ. FT. 48" MAX 96" MAX. QUARTER CIRCLE MAX. SIZE = 68` X 68" OR MAX. AREA = 25.22 SQ. FT. ELLIPTICAL MAX. SIZE =96 "X 4T OR MAX. AREA = 31.99 SQ. FT. t 44114" MAX. DLO • •- • • : 911irF" Iu►•A.x. • • • ••••••• • ..• •.•REDTANG:E..• MAX SIZE =48"X96' OR MAX AREA = 32.00 SQ. FT. • • • • •. • FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROW': 12. • • • • • • • • • • - • • • • ReadEr • • • orr linkkac a J( v r7 x M? tee: FAG 7114,03 8 fieklooc A chow UPDATEANCHORAGE NOTE • ••• • • IOT? Eae•Dl c L 8VE FL 36273 NO fANGE THIS SHEET A,Q BQX I8 NOKOMIS. F1.34274 • • • • • • 1 ARCH. MAX. SIZE = 48" X 96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX SIZE =48"X96" OR MAX AREA = 31.99 SQ. FT. PI C.:11 t .r - FI•T FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT • hat Better. PYw7o1 NTS 3 . 12 4259-4 Robed LC ask.P.E. PE.39712 Sbuctinal • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEXAGON FULL CIRCLE MAX. SIZE = 60° BETWEEN FLATS MAX. SIZE = 60" DIA. OR MAX. AREA = 21.65 SQ. FT. OR MAX AREA =19.63 SQ. FT. OCTAGON QUARTER CIRCLE MAX SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 20.71 SQ. FT. OR MAX AREA = 25.22 SQ. FT. FAN ELLIPTICAL MAX. SIZE = 96"X 47" OR MAX AREA = 31.99 SQ. FT. MAX SIZE = 96" X 47" OR MAX AREA = 24.47 SQ. FT. EYEBROW Ate_ 50 1/4" FRAME 0 D. 4 MAX. MA 451 /4" MAX DLO HALF CIRCLE MAX SIZE = 96" X 48° OR MAX AREA = 25.13 SQ. FT. NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 'THROW -4412.. • • • • • • • • • . • 98114 "MAX DLO • .••••••• • •. •: REOTATI E •. •• •••MAX.•SRg 48 43' OR MAX AREA = 32.00 SQ. FT. •• • •• OAF "rower mix ea F.K. 12F18U3 am,* bag Chaser. •ow FAL 7/14/03 8 Masker A ADD FRAMEO.O.OM ANCHORAGE NO MANGE TN8BHEET • • • • • • • • FroTE • r • MAX SIZE = 48 "X96" OR MAX AREA = 3028 SQ. FT. TRAPEZOID MAX SIZE = 48" X 96" OR MAX AREA = 31.99 SQ. FT. P.0. 80R 1529 KOKOMO, FL MN Wedgy $e=ter u♦ • • • • i••'• • • • • • • • e • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • INTEGRAL FIN ELEVATIONS ALUMINUM PICTURE WINDOW, IMPACT I NTSf 4 a 12 l 42594 Robed L Clink. P.E. PE 1135712 Structural TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMSNSIONS ARE TIP-TO-TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7116" LAMINATED GLASS (3/16"HS, .090, 3 /16HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3116" HS) D. 1 1/16" IAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW GLASS "X' DIM. TYPE 49.000 FTL -3835 FTL -3835 FTL -3850 FTL -3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 A,B,C,D +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 -80.0 +80.0 I -80.0 AREA 54.500 1 A,B,C,D AREA 60.000 A,B,C,D AREA 65.500 I A,B,C,D AREA 71.000 I A,B,C,D AREA 9.70 SQ.FT. +80.0 L -80.0 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 10.79 SQ.FT. 12.87 SQ.FT. 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 I -80.0 +80.0 I -80.0 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT 20.00 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. +80.0 1 -80.0 14.05 SQ.FT. +80.0 I -80.0 +80.0 I -80.0 +80.0 I -80.0 +80.0 1 -80.0 21.83 SQ.FT. +80.0 1 -80.0 ' 16.76 SQ.FT. 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 1 79.3 +78.0 -78.0 +76.8 -76.8 B,C,O +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 480.0 -80.0 +80.0 -80.0 AREA 82.000 I A B,C,D AREA 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 74.5 +73.1 -73.1 +71.8 -71.8 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.63 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. 87.500 A +80.0 -80.0 +80.0 80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B,D +80.0 -80.0 +80.0 -80.0 +30.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA, 17.32 SQ.FT. 20.66 SQ. FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT. 29.17 SQ.FT. 93.000 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -63.9 +62.4 -62.4 c +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 B,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 AREA 18.41 SQ.FT. 96.000 A +80.0 -80.0 21.96 SQ.FT. +80.0 -80.0 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 B,D +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ.FT. 22.67 SQ.FT. •80.0• M • 28.3316GIFR J • � 80.0 • • NOTES:, •• • ••• •• • • • •• 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDT4 AND fiiEIGHT DQIIENSIQNS COM ,ETELY FIT WITHIN. 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION.* • • • • • • • • • • • • 80.s •;80.0 •3146Q.FT. +80.0 -80.0 31.00 SQ.FT. +80.0 -80.0 32XI SQ.FT. • • • • • •• • • • •• • • ra„"rex Oslo sex F.K Amato D •nom 41407 r 8 or • • UPDATE DE SIC,N PRESSURES PER ABM E13W42AIDNQT 4T (LEAN UP TABLE 1 D ESCR1P7 ONAND HEAOWDS beim 1211 gallskar A CHANGE NOTE 1 ANCHORING WITH 412 SCREWS oar 7/14A73 ad.rAr • • IP If • • • • 18417BcamoLdIIPIPavE NO1W104 FL 344.5 P0. X1836 NOKOME, 1134274 • • • • • • • • • ear .: • PiteDUCT REVISED AtauaeB• • FLANGED UNIT DESIGN PRESSURES ALUMINUM PICTURE WINDOW, IMPACT mxataa c am sa,e m" PPATO1 I NTS 15 "� 12 I omaa+m 4259-4 I B Robert Clark P.E. PE 039712 S • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) GLASS TYPES: A. 7116" LAMINATED GLASS (3/16"A, .090, 3/16HS) B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3116HS) C. 1 1/16" LAMI I.G., 3116HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3118" HS) D. 1 1116" LAM11.0., 3/16HS, 7/18" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) WINDOW "X' DIM 49.000 54.500 60.000 65.500 71.000 76.500 82.000 87.500 93.000 98.000 GLASS TYPE A,B,C,D +80.0 AREA A,B,C,D +80.0 AREA A,B,C,D +80.0 AREA A,B,C,D ' +80.0 AREA A,B,C,D AREA A +80.0 B,C,D +80.0 AREA A +80.0 B,C,D +80.0 AREA A +80.0 C +80.0 13,0 +80.0 AREA A +80.0 C +83.0 B,D +80.0 AREA\ A +80.0 C +80.0 B,D +80.0 AREA FTL -3835 FTL3835 FTL -3850 FTL-3850 WINDOW "Y" DIMENSION 28.500 34.000 39.500 45.000 46.500 48.000 -80.0 +80.0 1 -80.0 +80.0 1 -BOA 9.70 SQ.FT. 11.57 SQ.FT. 13.44 SQ.FT: +80.0 I -80.0 +80.0 1 -80.0 +80.0 15.31 SQ.FT. 15.82 SQ.FT. 16.33 SQ.FT. { -80.0 -80 0 +80.0 -80.0 +80.0 -80.0 +80.0 I -80.0 +80.0 ] -80.0 +80.0 -80.0 10.79 SQ.FT. 12.87 SQ.FT 14.95 SQ.FT. 17.03 SQ.FT. 17.60 SQ.FT. 18.17 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 ! -80.0 +80.0 -80.0 +80 0 -800 11.88 SQ.FT. 14.17 SQ.FT. 16.46 SQ.FT. 18.75 SQ.FT. 19.38 SQ.FT. 20.00 SQ.FT. -80.0 +80.0 1 -80.0 +80.0 -80.0 12.96 SQ. FT. 15.47 SQ.FT. 17.97 SQ.FT. +80.0 I -80.0 14.05 SQ.FT. +83.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 j -80.0 +80.0 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SQ.FT. +80.0 I -80.0 +80.0 1 -80.0 : +80.0 1 -80.0 -80.0 16.76 SQ.FT 19.48 SQ.FT. 22.19 SQ.FT. 22.93 SQ.FT. 23.67 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +800 -80.0 15.14 SQ.FT. 18.06 SQ.FT. 20.98 SQ.FT. 23.91 SQ.FT. 24.70 SQ.FT. 25.50 SQ.FT. -80.0 +80.0 -80.0 +80.0 -80. +74.5 -74.5 +73.1 -73.1 +71,8 -71.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 16.23 SQ.FT. 19.36 SQ.FT. 22.49 SQ.FT. 25.83 SQ.FT. 26.48 SQ.FT. 27.33 SQ.FT. -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 - 70.0 +68.4 -68.4 +67.0 -67.0 -80.0 +800 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 75.8 -80.0 +80.0 -800 +80.0 -80.0 +80.0 -800 +80.0 -80.0 +80.0 -80.0 17.32 SQ.FT. 20.66 SQ.FT. 24.00 SQ.FT. 27.34 SQ.FT. 28.26 SQ.FT 29.17 SQ.FT. -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -65.5 +63.9 -83.9 +624 -82.4 -80.0 +80.0 -60.0 +800 -80.0 +74.0 -74.0 +72.2 72.2 +70.5 -70.5 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -800 +60.0 -80.0 +80.0 -800 18.41 SQ.FT. 21.96 SQ.FT. 25.51 SQ.FT. 29.06 SQ.FT. 30.03 SQ.FT. 31.00 SQ.FT. -80.0 +80.0 -80.0 +71.9 -71.9 +83.0 -63.0 +61.5 -61.5 +60.0 -60.0 -80.0 +80.0 -80.0 +800 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 19.00 SQ.FT. 22.67 SQ.FT. • "6131C11 11 • 1341 tltT. 31.00 SQ.FT. 32.00 SQ.FT. • • •• • • • • • NOTES: ® • • • .. • • • • • • 1. AU. MAXIMUM SIZES SHOWN ON SHEET4 ARE QUALIFIED TO THE•I?RES ' 1}ZE on 32 gQ. F. 41/11N TABLE 2 2. AU. SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE USTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN A %stow! gN SHgn10• tistAuptiNAN OTHER FASTENER TYPES ARE THROUGH THE FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. • • • • • • • • • • • • • • • • • CLrDErti ZOESCRRIPnON AS,7MHA DX G S 2ANDNOT " 1070NE OW NOIWM3. FL $4275 CHANGE NOTE 1 ANCHORING WITH BI2SCREM • P.O BQX 1624 NOKd•B 1.34274 D• • • • INTEGRAL FIN UNIT DESIGN PRESSURES PRODUCTREVEND e•wwaodr• Calte Aaep•e•o•N• Oats • ALUMINUM PICTURE WINDOW, IMPACT • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PW,701 Robert L. Clerk. P.E. PE 898712 Sbuabaffi 2.784' OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAME) o 110 o I {l ALONG ENTIRE JOINT SCREWED CORNER ASS'Y lassita FJC (FLANGE FRAME) Lk* 0 111 1.1 ,1) tl ALONG o• J INT E • • :.: •• 110 ! • • . • MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (FLANGE FRAME) WELDED CORNER ASS'Y (FLAKE, mow. • • • • • • • • • • • • • • •• • • 1••daoc • • • • • • .- • • • . • • Inc B NO CHORE THDB SHEET FJL F.K / Mc 7/14433 Rafter A Jar NOCHN C 'TNSSHEET Ws I • • • • • • f07B7EO13NgIS0 a99VE NOKOL FL 39279 P.O. BOX i@3 N ROMi4, R.34274 • • • • • • •.► J • • • ••• ••• • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • 0 0 m 0 MAX. DAYLIGHT OPENING VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNER ASS'Y, FLANGED ALUMINUM PICTURE WINDOW, IMPACT PW.70i TALFish.e 7 7 m 12 4259-4 i 2.784" 1 OUTSIDE MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT KEYED CORNER ASS'Y WELD (INTEGRAL FIN FRAME) ALONG PiiiTIn• • • • • • •• JOINT • • • • • • • •• ••• •• • • • •• WELDED CORNER ASS'Y (JNTErvRACFIN F1W E) Raved Bp bekr Etr FJL • • • • • •. Mee aax Dom FJC FK 171}9/03 Rodslos e *abbr. A NO MANGE nfla SHEET NO CHANGE Ttt(0SHiEET a°ils1er • .. . • • •• • • • MAX. WINDOW HEIGHT 2.784° 000 MAX. DAYLIGHT OPENING VERTICAL SECTION (INTEGRAL FIN FRAME) • a M NOKOMIS, FL WQ27e Po. BOX 1529 • HD •l•4 • • i • G II SECTIONS, INTEGRAL FIN • ikail Bette • r • • ALUMINUM PICTURE WINDOW, IMPACT Geftaladoi 1�HAL I 8 0 12 f 4268 -4 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• s•• • • • ••• • • ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 84253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PDX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE- MOREHEAD SM5504 ACRYL —R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 17 7/16" LAMI GLASS: 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 18 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER — 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 21 7116" LAMI GLASS 3116" HEAT STRENGTHENED — .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 22 1 1/16" LAMI LG. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3116" HEAT STRENGTHENED .970"1 .975" ITEM 10, 7/16 LAMI GLASS BEAD MAIL: 6063 -T5 DWG NO. 4255 Daft Rack PM FJC Roadar FJC Orem lilp F.K Doke WIC 1245103 DOC 7114103 B NO CHANGE THIS SHEET 2.784" 2.500" ITEM 1, INTEGRAL FIN FRAME MAIL: 6063 -T5 DWG NO. 4256A 1.875° • • • •• • I-- .062" • • •4151141st• • • • •• 1 1/16 LAMI I.G. GLASS BEAD • MAD.: 6063 -15 • • •DWG'NO.445a • • • • • • • • • • • • • • • •' • • • • szfrEcumouMdtaw R3427a F.o.agxlsm • •N0604 FL ,427g i • • • • •• • • • • •• • • • • • • • • Jidda A NOCti4NOETNJSSWEET alealsdatr Oft • • Y h►• • • • 2.764" ITEM 2, FLANGED FRAME MAIL: 6063 -T5 DWG NO. 4253 EXTRUSION PROFILES & PARTS LIST War ALUMINUM PICTURE WINDOW, IMPACT MW-m1 9 d 12 425944 B • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .13? DIA. M N. x 21/2° NAIL, AT CORNERS AND 5° O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A r114" MAX. 1 SHIM T CONCRETE ANCHOR (SEE NOTE 1) • : 4 ' "•e . • 1/4" MAX f SHIM ' ` • • 4 SEE NOTE 1 FOR • EMBEDMENT A WOOD ANCHOR (SEE NOTE 2) A 1 3/8" MIN. EMBEDMENT A -3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) i I- MAX 1 SHIM T WOOD ANCHOR (SEE NOTE 2) A 1 318" MIN. , EMBEDMENT INTEGRAL FIN DETAIL B 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX 1 SHIM T FLANGED DETAIL C 2x WOOD BUCK (SEE NOTE 3) CONCRETE ANCHOR (SEE NOTE 1) A SEE NOTE 1 FOR :. A EMBEDMENT' 1/4" MAX I SHIM T 1x WOOD BUCK j'.: • (SEE NOTE 3) 3.5 KSI MIN. CONCRETE FLANGED DETAIL E OR 1.5 KSI MIN. CMU A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8" MIN., 5/16' ELCO TAPCONS EMBEDDED 1 3/40 MIN. OR 1/4° SS4 CRETE -FLEX EMBEDDED 13/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4" MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/40 SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1mARE BUCKS WHGSETOTAL THICKNESS IS LESS THAN 1 1/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTIY TO Solid GONtBIaTC. litho BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BIfiKS to Br I.-' INREIVq BYtLTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •• ••• •• • • • •• 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR splabuitel #12 §PJFEI IarTAL §eletErtfyITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGNiTES6URE2 A iD ANCI:ORAAE SPRING FOR TAPCONS MAY BE USED. ItrersdEF atte OT RoMear • • • • • • • • ro7HOP:04 TECHNOLOGY DRIVE "Illrall rates P.O. 13QX 15 • + • 4 • VrdbbsEtester • • • • • • • • • • • • • • Rawl ex FX Rvisbrac B REVISE AND UPVA1E ANCHORAGE FER CURRENT FBC Romer FJG am.,ex FJc Dais 120693 Oats A a,.rmer CMAMDEMtl7E 1 AND FASTENER SPACING ce° • • • •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 46 • ANCHORAGE - HEAD, SILL AND JAMBS ALUMINUM PICTURE WINDOW, IMPACT a.°mem NTS 10 A 12 I 42694 TABLE 3. ANCHOR ON- CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE WIND. "3C DIM. p ', a Z a WINDOW *r DIMENSION 15.0" 20.0" 25.0° 28.5* 30 0* 34.0* 39.5* 45. 46.5" 48.0` 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. . 2. 4. 1. 2. 4. . 2. 4. X Y X Y X Y X Y X Y XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY 49.0* O.C. CO Pi P v r n co N N r p r O Oi+ N r LV N r O t�3 N r ,. r oo CO [� N r N co i�3 Y e- r CO 0 r e. r CO C;J CV e- r CO 7S .N- t0 r va W CO ;6 iV C0 r. V" W CO Ps r C0 r t%S W 0 a C s- r CD a N r r CO as C r r CO t�3 C4 N ,- e- CO 0 04 VV r r tO e3 N r VV `- r 4/ PO c4 0 0 N r 0 r CO ;6 N r cv r 54.5° 0.C. CO I0 s- ,q co 0 O r ao O v N m B 0 d . CO co O r O O r`23 r co o co O rP;- r to o CD W 0 O r CD W 0 aR- O r O CO O 7wrPs go O r O r r0r`rd P O O r r CO O r V r r 0 O r V r r O 0e0ea0 0 e.. CO p r r to O CV 60.0° Q.C. 1" N O r N r r ,.. m N r W N r r r N r r r N CO r' C7i co OO t�3 W N r t7 W Pas W r N r r 'Z$ CO = W '" N r r s W iV ,- V CO Z$ W aN- V V CO '5 0) N 655" OC.0 Lit O r v , .t a 0 o V' O V V d v Ps 0 .a r CO < Ps O W v Ps 0 r v O r3r r e r 0 r '- eO.r 00,"" 0 M W 0 W w 0 (rOm co W a.- W V' Psr0. 0 r -4., 0 -a-a r 0 O s �vsr 0 r r a.,- 0 r 2 a04;6Na O °_ a 0 r v 0 c4 71.0' O.C. 0 "- �% s N r P to r r3 r 0 co �3 s £1 r co ens r CO m F6 s W t0 0 - `- CO tai r r r CO r t7fr r CO t" W to t�, W O ,_ s m zi W CO t•.; W t0 W CD t` W � 0 r r a 0.,- co CO 0. co - ,r.., CO `er r r N r W r`,' W N p `n C3 t4 O rN .. CO t`N W 76.5" O.C. a tm O 1* P3 o O v t�f O V1 R v t>i O ,a. ,.. W v P73 O v. W v c O r r r v t� O r r .r ai O r r sr .".. W CO CO V' tP4 O 0 "tP3 W 'V O v. O � W v r W ,- '•' e$ O r r v r. ay ,- v ,� V r 'st PPl 0 V r r "- .g. ,. W t r v r og;3 'd' 4::, 04 it � or F 820" o.c.r m ,' N m s m s a- "- ,... m r r r r O OD .- W GO r r r r.-rrrc O r r r m r r r ® W co s s O k� W °`�sss m co O co s °�sr_;+r�vs� �. tO r m `- r N v- V' W r V' CO ,r.. V' 03 � 87.5° _ Q.C.- CO ro r �y ".. t" W '?3 o W t8 N ,„ r N e- pp "" N "., .Q r CO W +ZS N - co m Pi O ru3re� r N .- r m r O s._ CO r W 0 O� W •CO .rte N ,- m C�3 W m b CD C�3 W t0 -r A CD r Or a3 r 0 s m �r t` W r CD ti CO N +-e7S .- CO e. r O Q V. ,- t0 P. W �+t V. ,- OD P. CO Na.,. r e.- O CO n LO s. 93.0' O.G. CO ti3 s t` CO 't3 s o CO ITS r T. LV ,N- CO r s co CO r W `. r,, Or QD e e. -.. e. ... r CO s e. co 27 W CO as s m W co r0S, co W Ws v ,r.- W,,-,- `3 co VV s O � r V r 0 VV v- m - co VrV C= p CO ill 98.0' Q.C.,N- t, r Or C V C4 r co N P co V Or rcq.- V O --:9t73ev CO W m W -Py3 * W Vf O dinr CO m CO £t rr05s Or W m r." W f- -rrP. r VV VV r m CO §�V r OD a;r m VV b v. NE. r t0 W - "N NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: • • • • • . • • • • • • • MAX ON- CENTER (0.C.) X' AND 'Y' DIMENSION FROM TABLE 3 (41/42 1f8*43.O CONORL+TE4SUTST�TE) MAX 8 Ur FROM CORNERS •• ••• •• • • • •• 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: 1 "Y" DIM. I-- 'X' DIM. -1 FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVAILLORIIPTH Aa8 DIMfiNSION6 ODMPLETELY FIT WITHIN AND USE THE ON- CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND TH /ER:MIMEI2 OVIRIUIFEBEQCF„ NDT I:XCEEDING 811? FROM ANY CORNER. • • • • it itrdBie Dam •• Fx 4t107 saga Neelebse NEW 13HEET • DaranBx Daft FA 7114103 a"am e bake • • • • 4 um, rEcouvactiodkivE Notavia PL3275 P.O.8QX 1629 ••t` FL•42's • •raft Betiv, • . • . • • 9 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORAGE, WOOD SUBSTRATE ALUMINUM PICTURE WINDOW, IMPACT ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3.114 ELCO TAPCON 4.114° ELCO SS4 CRETEFLEX 5.5118' ELCO TAPCON IlMsOkete I 11 d 12 I 4259 -3 l B /7", eR obetL dark. RE P5334712 Smaawe TABLE 4. ANCHOR ON CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SU�STRATE INCHORTYPES: WIND. x Y a WINDOW "Y" DIMENSION 1. X612 STEEL SCREW (G5) 2. #14 STEEL SCREW {G5) 3,1J4 ELCO TAPCON 4.114" ELCO SS4 CRETEFLDC 5.5196"ELCOTAPCON 15. 20. 25.0" 26. 34. ' 45O DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 48.0" ao.N <�� m ao :� m mc,v � � a vmg m �! m g W m � ,� W <{ m � mmmmmmco.rm n rn � w � a � m �< ao � mmmm� r m Y r � � h h m rN• �G �< 54.5` 01 o h a omoPomo,am Q N �p o N mro W OD o <m m W m oaoar m 00 m f -aooro y. aD m u�S ap haooAo'�,, yp m �V W ttiV 0 d. P,.o m m 0 60.0" Q.G. r t- h r m� O) r m Npp r +i3 W •rvm ate- c0 s r (0 etY 0) W rN W aJ n aN- r sN- r m m l73 W r mr t`3+ W P mmam c$ DS m r: m W aN e< aomo)i�°D< h m tt$ (0 0) ;� N r r ti (0P- 01 N yN 65.5' t� !�+ D t�j N [Tjr m < a m r m .r<+ a r v !�/ r mm_vmam_m "rte t+� r + r v tai r v c�S rr`•,,, mQ} dj v l� c'vv�vm.av r tai r "�•- r p N v �i N 71.0' (0 i oh W( m (0 0) r m `WS ( 'm A 0) Nr N 76.5" O.C.e�i O h ds O a as� O m '3r O N ,, W <e�i� m O CD - m O o��r"�:- m O V' O `�si`� O h w O w O W m !O W O< m Cp Of r m h Of O r 62.0" t� a$ .., r r r r `r r m r W O mtOmmv r < < t7> O `" °r° `- e3 aovm<�" 1� lT) "' a •� q N m r N 67.5' ( b O `� �` t'p m r t r i( n rm W d m 0 r m W _m m .a. O m 0 r(0 r r( )" 0) < 83.0" o� �4 �o m a m a H W ,p. m m ,+ m( ,p ao ui t W m (. Qo d3 r m �T3 r r ,• (ti m W w r 0 m W ao r m W y. r t0(0 � w ; m ui r r m � lh m om m � r< ro N r m W p ^ h O s m .N 86.0° Q.G. y r h r Or t'S (0 r (0 r r n< m W N r r W( W s O) r h r r O r r eN- < < `� m e?j W r W .N- f� 0) m r W t+� Q) er- eN- P m t1D P< Cp r "N„ r er- t�j O r h ti r r r •�"/Wl a.=. "TOOT( NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: • • • • • • • • • • • • • • • • • • • • • MAX. ON- CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 4%N. 21! O.S I�R�TJS�ATTE) DIM. MA1X. 61/2" FROM CORNERS • • • • • • • • • •• •• ••• •• • • • • • • ��.• j �, 4c�.P.e. stiuoaa1 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANAG1JLDARlC ______ "X" DIM. ______ T 5 O DIMENSION FFORRETHE RESPECTIVE ANCHOR TYPE AROUND TOE EIM4TER' R L�IR�rUI}�FER ICE ?�TFXCEEDING 81/2" RIM ANY CORNERON CENTER 1s - • • os.et#drmr� • ANCHORAGE CONCREJE 5U8STRATE Fx aeJO•r s �wsr•�r asona peewr�s1s � '�" ALUMINUMPlC7T/REWINDOW, IMPACT • • �s �4 • • •t'i`) ii • prt�mt NTS 12 a 12 42893 B FdG 7J94N3 °� • MIAMS COUNTY 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 Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI DADE COUNTY, FLORIDA MBTRO -DARE FLAGLER BUILDING 140 WFT FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.building OSIRC mine tom DESCRIPTION: Series 1"X Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. ■••• APPROVAL DOCUMENT: Drawing No. 6221, titled "1" Heavy Wall, Elevations Alugainuaet Tube Ciippe Mullion ", sheets 1 through 7 of 7; dated 04/28/00, with last revision on 05/30/06, prepareabiPaT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Renewal Stalapervith the Notice of Acceptance number and expiration date by the Miami -Dade County Produce Cersecal Division. MISSILE IMPACT RATING: Large and Small Missile Impact •••••• • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or lore. ',b ,. � 5 state an?. • • • following statement "Miami -Dade County Product Control Approved ", unless otherwise • " herein. • .6. RENEWAL of this NOA shall be considered after a renewal application has been filed realm has been no change in the applicable building code negatively affecting the performance of this produkt. • : •••• TERMINATION of this NOA will occur after the expiration date or if there has been a tevig164 or chart bifl the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endersetaent of •ahq. • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to WA! 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 renews and revises NOA # 04-0528.05 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 06- 0125.07 Expiration Date June 28,2011 Approval Date: July 20, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 6221, titled "1" Heavy Wall, Elevations Aluminum Tube Clipped Mullion ", Sheets 1 through 7 of 7, dated 04 /28/00, with last revision on 05/30/06, prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a ix 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2902, dated 01/05/01, signed and seated by Antonio Acevedo, P.E. "Submitted under NOA # 04-0528.05" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a ix 4 x std. wall mullion, prepared by,Fenestratian • Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01/05701, §ignecCand'. '. sealed by Antonio Acevedo, P.E. • "Submitted under NOA # 04-0528.05" •••• •••• • • 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FM, T.EtS 20144..' • • 2) Large Missile Impact Test, FBC, TAS 201 -94 • • • • • : 3) Cyclic Loading Test, per FBC, TAS 203 -94 " " " •• • • along with installation diagram of a pair of fixed alum. windoweitri transom 1 ite • (0/00 configuration) mulled together with a ix 2 x 3/" wall vertical tnullionvadr2 x • • 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., • • Test Report No. FTL -2975, dated 01/23/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04- 0528.05" C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Industries, dated 05 /30/06, signed and sealed by Robert L. Clark, P.E. E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated January 23, 2006, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 04- 0528.05, issued to PGT Industries for their 1" x Heavy Wall - Aluminum Tube Clipped Mullion, approved on 07/15/2005 and expiring on 06/28/06. E -2 s••• • • • • •••• • • • • •• • • •• • • • • • •••• • • • • 0000 0000 • • • • • • •••0 0000 • • • • • • • •• •• 0. 00 • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• •' • • • • • Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 0125.07 Expiration Date: June 28, 2011 Approval Date: July 20, 2006 ANCHORS DETAIL "8: C" OR D' AT BOTH ENDS AND AT BOTTOM ANCHORS DETAIL A ANCHORS DETAIL A MULLIONS M1) M2) NOTES: W = W1 +W2 11 = H1 +H2 (2) WINDOWS MULLED W./ONE ABOVE FOR OETERMINDNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = H OR H1+112 MULL LENGTH = W OR W1+W2 MAX OPENING = W OR Wt+W2 MULL LENGTH = H1 ANCHORS DETAIL B C" OR D" AT BOTH ENDS AND AT BOTTOMS III1:iiiimicimisamiaisiUllIPEI GWEN. W a WI +W2 +W3 H == H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR OVERAWING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 M3) MAX OPENING = 11 OR 111 +112 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +1113 MULL LENGTH = Hl 1. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 2, 3, 5, 6 AND 7. 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY BE MLU-ALE6 *TO A •MA)'JMUM OF .1�ar UNITS. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT APP•LICA71OV5 • • • • ' • 4. REFERENCE — TEST REPORTS: FTL -2902, 2903 AND 2975. • • • ri ELCO TEXTRON NOA: 04- 0721.01, 03- 0225.0+5• • • • • ANSI /AF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 5. THIS PRODUCT 11.45 BEEN DESIGNED & TESTED TO COMPLY W111 -1 THE REQUIRE- MENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION FOR. V1 HIGH 1412QCI if • _ HURRICANE ZONE (HVHZ). • • • • • • • • • • • r •f • 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY. % 1• ISFEIi L0AAS • • • • • ® TO THE STRUCTURE. • • • • • • ANCHORS DETAIL C° OR D" BOTH ENDS ANCHORS DETAIL "8, "" OR D" 80771 ENDS MULLIONS ULLION W = W1 +W2 (2) WINDOWS MULLED TOGETHER POI? DETERMINNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES 5, 6 & 7 MAX OPENING = W OR W1 +W2 MULL LENGTH = H FOR ANCHORAGE TYPE, •• • • • •• • H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGES .5, 6 & 7 MAX OPENING = 11 OR 111 +112 MULL LENGTH = W QUANTITY AND LOCATION, REFER TO SHEETS ✓ 11NItlO A▪ . ,.,rl o7. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS PE 139712 aE Structural 8730/06 75/06 I D DIES 5 & 6 B-A5D 1EOL REFS 46/0D 1070 »OCY DOW NOICONS FL 34215 P.O. 8o% 1529 wows. n. 34274 1" HEAVY WALL, ELEVA71ONS ALUMINUM row CLIPPED MULLION smon,.wr am. MULLS NTS 1 of 7 Doming No. 6221 ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • PGT 1x MULLION 2" OR 4' MULLION CUP. CUT FLANGES OFF CUP TO FORM A CHANNEL AND INSTALL AS SHOWN POT 1x MULLION WOOD BUCK FOR 1" MULL i" TYPICAL MULLION TO MULLION INSTALLATION. DETAIL °A° 2" OR 4" #12 FN SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 /12 FH SMS STAGGERED ON OPPOSITE SIDES PGT 1x MULUO (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 #12 SCREW, SEE NOTE 3 GT 1x MULLION WOOD BUCK REMOVED TO CONCRETE WOOD /'BUCK 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE 3 MASONRY ANCHOR SEE NOTES 1 & 3 SEE - • NOTE 1: SEE NOTES 2 & 3 SEE NOTES 2 & 3 ANCHOR EMBED. SEE NOTE 2 TYPICAL- MULLION TO STRUCTURE WITH _NOTES; WOOD BUCK. DETAIL "6" 1. FOR CONCRETE APPLICATIONS IN MIAMI —DADE COUNTY, USE ONLY MIAMI —DADE COUNTY APPROVED ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE 15 2 1/2 ". MW. EMBEDMENT TAPCONS 1 1/4° CRETE -FLEX 1 3/4" NOTE 2. FOR WOOD APPLICATIONS USE #12 SCREWS, ELCO 1/4° TAPCONS OR 1/4" SS4 CRETE —FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 1/2" ® ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR MULL SIZE AND QUANTITY OF ANCHORS SEE SHEt IJ 5, 6 AMID• ?• FOR • ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF PINNING SCR WS FOQ 1AfII- TO —CUP TO BE HALF THE QUANTITY OF ANCHORS FROM CUP -7FD— OPENING • • (MINIMUM OF 2 SCREWS PER CUP). • • ••• • •: . • 5. IMPORTANT: QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO CHARTS 1 THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE 4�PPPLI(ABLE MLI�LL SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPUCATIBN.• ANCHeW1MG• - ® OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE JOT; PARK CF. TH1$ APPROVAL ALL STEEL IN CONTACT WITH ALUMINUM TO BE fPA D•OR �4 6. REFERENCE TEST REPORTS: FTL -2902, 2903 AND 2975. • • • . • • PGT Ix MULLION -- SEE NOTE TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC.. DETAIL "C" 2" OR 4" #12 FH SMS STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITI•I EACH OTHER) SEE NOTE 3 k p SEE °:. SEE NOTE 1 • • .• . - - • • • • • ••• •• • • • • • • •• MASONRY ANCHOR, SEE NOTES 1 & 3 000 BUCK DECALKULLOA_TILEILLOWLER1 WOOD BUCK AND CONC.. DETAIL b" TO BE USED Q +�Y WITH PGT INDUSTRIES PRODUCTS .. • . gc t • • • id F66aRS2 P.E. PE Komi 90 F.K. Ras4 iv F.K. arm to P.J.P. Mice 873/04 MFY NOTES 3 dr 5 =E1a DUALS 48/00 1" HEAVY WALL, CLIP INSTALLATION DETAIL 1070 rmaAxoOr owW NOM A, P1. 34275 P.O. 80X 1529 FL 34274 ALUMINUM TUBE CLIPPED MULLION Soria/Mod* I Scair MULLS I NTS Skeet a 7 awing ea. 6221 Roc D ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 1" MULL CUP (CUP TO OPENING) EXTRUSION DWG #1099 1" MULL CUP W/TADS MOVED (CLIP TO MULL) EXTRUSION DWG /1099 CUP LENGTH CHART FOR 1x MULL MULL SIZE 1 x 2 x 3/8 1 3/16 t x 2 J/4 x 3/8 r 15/16 1 x 2 3/4 x 21/32 1 .3/8 1 x4x3/8 3 3/16 ® TWO (2) ANCHOR a THREE (3) ANCHOR LOCATIONS LOCATIONS /2 iMIN MIN. O ONE (1) ANCHOR g TWO (2) ANCHOR O THREE (3) ANCHOR LOCATION LOCATIONS © FOUR (4) ANCHOR LOCATIONS N.T)'P. (2)EQ.SP.@ (A- 3/4)/2 NOTES; •• ••• • • • • • •• •t ANCHORS �� • P REPRESENTATION ONLY. OR CORRECT QLWN7611. . • • OF ANCHORS, PLEASE REFER TO 't 4 • • SHEETS 5, 6 AND 7. FIND THE CO lAU ANd • PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. 2. 3/8 MIN. EDGE DISTANCE APPLIES TO ALL•DlMENSIQN • SHOWN AS MAX. • • • • • • • • • • • • • • • • •• 3. REFERENCE TEST REPORTS; FTL -2902, 2.0.) AND .2975.. • • • • • • • • • • • • Sobed t•CWr% P.E. PE /39712 Structural TYP. (4)EQ.SP.® (A- 3/4)/4 MIN. ® F1VE (5) ANCHOR LOCATIONS S X (6) ANCHOR LOCATIONS M!N. TYP. TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS • Finn •• 1070 1E 000010W (AWE NO, FL 34275 P.O. 6OX 1328 NOx0165. FL 34274 173o /O6 7: 175/06 �P• P 48/00 CHO MS ,Sill ADD tdL OTE 1" HEAVY WALL, ANCHOR LOCATIONS ALUMINUM TUBE CLIPPED MULLION SeievAlodoir score SNool' Ongoing No. MULLS NTS 3 d 7 6221 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • •• •• _-•. ----8 NOTE. 3 4 1 x HEAVY WALL MULLS MAT'L: 6063—T6 •• ••• • • • • • •• • 1 • • • • • • • • • •• ••• •• . • •n •• _ • • • •••• ••• •••• • 1. REFERENCE TEST REPORT FTL-2902, 2941.3 A •291 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS ! :•• • S • • L Clark, P.E. PE 139712 Struuturd FK 0,14. 9p P.J.P. 55930/06 5/06 428/00 t nes Siff RMgiPWC Pi—NO CHO RCS SHIT 1 " HEAVY WALL, MULLION PROFILES ' 3� P.O. BOX 1529 AMMO. R 34274 ALUMINUM. TUBE CLIPPED MULLION s aa/nroae Scake Shoat oraanv No. MULLS 1 X 4 7 6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CHART 2. - 1x2.75x.3T5 QTY. & TYP. ' ANCHOR 50 60 70 80 OPENING WIDTH IN INCHES 90 100 110 120 130 CLIP TO (2) A (3) A (2) A (3) A (2) A (3) A (3) A (2) A (3) A (2) A (3) Al (2) A OPB�NG (3) B (3) B (3) B (3) B (3) B (3) B (4) B (3) 9 (4) B (3) B (4) B (3) 9 mIPlLTI.O (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) B (3) 9 (3) B (3) B (3) B (3) B (2)A (3)A (2)A (3)A (2)A (3) B (3) B (3) 13 (3) B (3) B z 5 1 42 48 170 170 170 170 170 170 170 170 170 170 170 170 50.625 54 170 170 170 170 170 161 170 161 170 148 170 154 140 170 150 170 149 170 136 170 134 170 170 170 170 170 149 170 134 170 170 149 134 166 170 147 170 135 165 145 152 127 131 116 118 128 101 153 107 121 100 146 100 119 142 118 141 98 98 93 93 118 92 66 72 76 78 84 90 131 113 86 73 67 54 43 36 25 131 113 86 73 67 54 43 38 25 112 97 73 62 57 45 37 30 21 112 97 73 62 57 45 37 30 21 99 85 65 54 50 40 32 26 96 108 111 23 23 19 19 17 99 85 65 54 50 40 32 28 90 77 58 49 45 35 28 23 90 . 84 77 72 58 54 49 45 45 41 3C 32 28 26 23 21 84 72 54 41 32 26 21 80.80 77 68 68 65 50 50 48 42 42 40 38 38 36 30 30 28 24 24 22 19 19 18 77 65 48 40 36 28 22 18 76 64 46 38 35 27 21 17 18 18 16 16 170 \ 170 170 149 170 134 141 118 92 92 76 63 45 37 33 26 20 16 76 64 46 38 35 27 21 17 160 (3) A (4) B (2) A (3) A (3) B (4) B (3) B (3) B (3) B 170 170 170 141 92 76 63 45 37 170 170 149 170 134 170 118 141 92 92 76 76 63 63 44 44 36 36 33 32 32 26 20 16 24 19 15 24 19 15 17 15 15 , - CHART 1. - 1x2x.375 QTY. & TYP. ANCHOR 50 CLIP TO OPENING (2) A (2) 8 60 oP®+IING WIDTH IN INCHES (2) A t2) B 70 (2) A 2)B 80 90 100 110 120 (2) A (2) 13 (2) A (2) A (2) A (2) B (2) 13 (2) B (2) A (2) �� & (1) 8 42 155 (1) B 142 48 129 118 (1) B 134 (1) B 130 (1) B (1) B (1) (1) B 130 180 (2)A (2)A (2) B (2) (1) B {1) B 130 130 99 99 80 80 130 130 130 107 102 100 99 99 82 80 80 50.625 115 54 94 100 91 85 Jo- 130 99 80 81 73 68 84 63 62 82 62 � • 63. • • • • • • • •. • • • • • • •. 60 83 66 87 58 51 47 44 58 49 ' 44 40 37 _ 42 41 41 41; 35 8 78 84 90 96 50 36 32 30 24 19 16 43 38 34 32 32. , 28 , 26 , 24 • 27 24 22 20 25 22 20 ' 18 20 17 16 - 18 - - - 30 22 18 17 29 21 17 18 28 20 17 15 344 41 • 34 2r'8 •; 20 ;6 .t: . • 20 16 • _• •• • -• rr- e• • • • • • • • • • • • • • • ••• • Vertical Mull Mutt Length 1- -"g--i Horizontal Mull F- T - Length Multiple Mulled Units IQ= 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 1/4" TAPCONS, EMBED. (1 1/4) OR 1/4" SS4 CRETE —FLEX, EMBED. (1 3/4") B. 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET a TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS • • 0/ • • • • • •. • • —. qG • • • R t •� P.E. IsE 09712 INt2ES Rwl.t Vivo& D-NO QfRi 11 S SUT F.R. 15,5/06 8"1-0711) REWSONS Dam p.J p 48/00 1 HEAVY WALL, PRESSURE CHARTS 1 & 2 1070 LOGY 1k0YE NO COWS n. 34275 P.O. BOX 1329 NOKOAQS, FL 34274 ALUMINUM TUBE CLIPPED MULLION Sr MULLS NTS Vogt Ilkorlag No. 1 5 a 7 6221 •.• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 1 CHART 3. - 1x2.75x.650 QTY. & TIP. ANCHOR OPENING WIDTH IN INCHES 50 CLIP TO OPENING (3) (2) A (4) B 60 70 80 90 100 (3) _Z Z 5 A CLIP TO MILL. 42, 48 50.625 54 50 ea 66 (2) (2) B (2) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) 4)B (3)8 (2) B (2) B (2) B (2) B (2) B (2) B (2) (2) B (2) A (4) B 110 120 130 160 (3) (2) B (2) B (2) A (4) B (3) B (2) A (4) B (3) B (2) A (4) B (3) 8 (2) A (4) B (2) B (2) B (2) B (2) B (22)B (2)B (2) B 170 170 166 152 133 170 170 170 170 152 170 160 148 135 117 170 170 169 155 134 170 148 136 124 106 170 169 156 142 122 170 141 129 116 99 170 161 148 133 113 170 138 125 112 94 170 158 143 128 107 170 170 170 170 170 170 170 170 170 137 157 137 157 137 157 137 157 137 123 141 123 141 123 141 123 141 123 109 125 108 124 108 124 108 124 108 90 103 88 101 88 100 88 100 88 170 157 141 124 100 125 118 106 91 76 78 84 84 67 90 54 98 44 108 31 111 29 143 135 108 91 110 103 126 118 99 92 77 92 77 93 81 114 107 81 s6 68 92 86 73 61 105 97 73 61 87 81 67 56 99 90 67 56 83 95 81 93 80 91 80 91 80 77 85 75 82 73 80 73 79 73 84 67 54 44 71 57 71 31 46 38 28 57 46 38 28 63 50 40 33 29 24 24 23 21 63 50 40 33 23 21 56 44 36 29 20 18 56 44 36 29 20 18 51 51 63 63 60 80 52 _ 52 49 49 48 48 45 45 58 58 56 56 47 47 _ 46 48 43 43 42 42 56 45 40 40 32 26 40 32 26 37 37 35 35 33 33 32 32 30 30 30 28 28 26 26 25 25 23 24 24 23 23 21 21 20 20 18 91 79 56 45 40 30 23 18 18 17 18 17 17 17 15 15 15 15 Vertical Mull Mull Length IVNitb Horizontal Mull Mull Multiple Mulled Units Length • • • • Openag • •• i W6th ••• NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. 3. REFERENCE •TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A ELCO 1/4" TAPCONS. EMBED. (1 1/4'2 OR 1/4" SS4 CRETE —FLEX. EMBED. (1 3/4'7 a 112 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEET 3. • • • • •• gingIUMNICrIgiik 01 TO BE USED ONLY WITH POT INDUSTRIES PRODUCTS • • • • •••• •• •••• • • • • • • • • • • • • • • ••• Rc$rt L. spark. P.E. PE 09712 "eft' O /os ga 5 /o6 0-NO IMC WIGS Siff C-1101631 REKS1OMS 48/00 1" HEAVY WALL, PRESSURE CHART 3 1070 TECHNOLOGY OHNE NOKOM$ FL 34270 P.O. BOX 1319 NOYCQtfA FL 34274 Mix ALUMINUM TUBE CLIPPED MULLION s MULLS Soak NTS Sheet 6 cmang 7 6221 • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • •• • • • • • • •• • ••• • • • • • ••• • CHART 4. - lx4x.375 QTY. & TYP. ANCHOR 50 OPENING WIDTH IN INCHES 60 70 80 9i 100 110 120 ..130 ' 1 CLIP TO (2) A OPENING (4) 8 (3) A (6) B CUP TO ' B o (5) B (5) B (2) A (4) B (3) A (6) B (5) (5) B (2) A (3)A (2)A (3)A (2)A (3)A (4) B (6) B (4) B (6) B (4) B (8) B (5) B (5) B (5) B (5) B (5) B (5) B (2) A (3) A (2) A (4) B j (6) 8 (4) B (5) B (5) B (5) (3) A (2) A (3) A (6) B (4)B (6)B (5) B (5)8 (5)B (2.) A ).A :(2).A (4)B '(666)B (4)B c '(5)$ *EY (3) A (6) B (5) 42 170 170 48 170 50.625 170 54, 170 60 170 62 170 66 170 72 154 76 144 78 140 84 128 90 112 96 92 1011, 84 111 59 144 27 170 170 170 170 170 170 170 170 170 138 112 92 64 59 27 170 170 170 170 170 170 170 170 170 170 159 150 170 170 134 170 125 121 111 160 148 117 95 78 54 95 78 54 50 50 22 170 170 170 170 170 170 170 170 170 170 154 170 144 170 135 170 120 165 112 140 108 129 98 102 82 82 87 67 47 47 42 43 43 38 19 19 17 - 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 ' 170 170 170 170 170 170 " 170 170 169 170 182 170 158 170 4 157 170 157 170 157 . 170 157 170 143 170 136 170 131 170 128 170 127 170 127 170 127 170 133 170 126 170 121 170 , 117 169 116 168 116 165 116 165 125 170 117 166 110 148 103 136 102 126 95 116 112 158 ' 108 98 127 94 90 108 88 150 120 102 106 91 83 145 105 144 105 115 89 112 88 98 81 95 79 144 111 93 99 116 , 92 106 99 83 93 80 90 92 83 83 77 73 89 89 78 87 75 69 86 66 62 62 74 74 60 60 67 54 62 62 58 58 54 52 52 48 50 50 47 47 44 , 42 42 38 48 38 42 37 37 34 34 32 38 34 34 31 31 29 17 15 15 - - - 32 29 30 27 30 28 28 28 28 25 23 Vertical Mull Ls'^g_1 Length 1 Horizontal Mull F T Mull Length Multiple Mulled Unite L.,„,„ I • • • • Q • . • • • • • • • • • • • • • • • • •••• ••• •••• • • • • • • • • •••• • • • • ••• • NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 4. ANCHOR TYPES: A. ELCO 7/4" TAPCONS, EMBED. (1 1/47 OR 1/4" SS4 CRETE - FLEX. EMBED. (1 3/4'7 8. #12 SCREWS 5. SEE ANCHOR SPACING DETAILS SHEER .3. • • •• • • • • • • • • • ••• • • • • • • •_•S .en •: •• • PE /9712 SWcturd TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS x e , t730/06 R CHO iMS OW 5/5/06 hweam REVISIONS J P 48100 1" HEAVY WALL, PRESSURE CHART 4 1070 34� P.O. BOX 1529 NOKOt£ R 34274 1 ALUMINUM TUBE CLIPPED MULLION M� I NISI "► 7 �Na6221 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMIOADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline. com 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 (AID). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ Sidelites APPROVAL DOCUMENT: Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22-07 and last revised on 09/25/07, signed and deed ay Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp v:th tNe.Notice bf• • Acceptance number and approval date by the Miami -Dade County Product Control Division.' • : .'' • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • Limitation: • • • • • • • • • • • • 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and bXXO. 'Plte Power design pressure from X, XX doors or 0 (sideite) shall control. • • • • • • • • • 2. Egress operable doors must comply with min clear width per FBC, as applicable. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, city,,state aad• • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise poteil erein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed anc her has b4 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 evidence sheet E -1 and approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94. 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No J TL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •. • • • • • • •••• • • • •• • • •• • • • • • E. MATERIAL CERTIFICATIONS • • • • •• • • • 1. Notice of Acceptance No. 05- 1208.02 issued to "E.L DuPont DeneMdtirs" for• • • • • "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. ••••• • ° • 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for `iS d ► Interlayer • for laminated glass ", expiring on 03/04/09. • • • • • • • •••• • • • • • F. STATEMENTS • • ° • • • • • • • 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed. by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. 'st•., I. LL4J.. L Chanda, P.E. Product Control Examiner NOA No. 07-0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 E -1 • • • • NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3116" HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7116" LAMI NOM. (.465"1 CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3115" HEAT STRENGTHENED GLASS . D. 7/16" LAMI NOM. (.4851 CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. CONFIGURATIONS: O XO. OX, XXO, OXX, OXO AND OXXO. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDmON. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL-5212, ELCO TEXTRON NOA: 04-0721.01, 03- 0225.05, ANSIIAF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE Z SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. IN. - 3/16" HEAT STRENGTHEND GLASS EXTERIOR A EXT. - 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM Ass011p data .402 318" LAMI NOM. GLAZING OPTION A ORg,,N� 07 • EXTERIOR 1/2" GLASS BITE A EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS • • • • • • • • • • •4190 PVB INTERLAYER DUPONT BUTACITE OR • • • ,4tFNUKEEPSAFE MAXIMUM 1N1. - 3/16" MIEM TRENGTHEND GLASS • • •• •• • •• •• • • • • • s•• •• • • • • • .465 A 7116" LAMI NOM. •" • • • GLAZING OPTION C OR D, NOTE 1 NOA DRAWING MAP TOPIC SHEET GENERAL NOTES. 1 CONFIGURATIONS 1 GLAZING DETAILS1 DESIGN PRESSURES2 ELEVATIONS..... „3 VERT. SECTIONS... 4 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE. 8-10 Approved as compipbog wit the Florida Se4asCode Sate Claami 18, 2aa7 Noa• a7— ct 42/?. 14, Miami DalePredactCoMtoi h >aam4ltg F.K er F.K sols OTROS B • • • • • • • (URVYEV.. OF WAS OVERWL TMC mocta60'877E • t WUXI Snoop F.K DehwAr Oh••d•A ADD GLASS BRE DK TOGIA?HVODETALS, ADO WABEtea TNK, REWSE 010761, WASEDESCRIPr. EARDRUM ES Data 8/11107 ••• • • • • • • 1070 • R P.O. ScPC a28 7 , R.54874 • • • ••• •••• NOTES AND GLAZING DETAILS tits ALUM. FRENCH DOOR & SIDE LITES, IMPACT salaam* FOWL meal• 11005-1 B 1 L Cleat, P.E. PE 0139712 Stookey' • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS A APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, OXX & OXXO (FOR DOORS W/ SIDE UTES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A B, C OR D HEIGHT X WIDTH XX WIDTH 68 - 793/4" 7° - 83 3/4" 873/4" 91 3/4" 8° -9534" 3° 37 1/21 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 [ -75.0 +75.0 -75.0 O WIDTH SINGLE SIDE UTES WITH GLASS TYPE A 27 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 361!8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -642 36314" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 O WIDTH 36 3/4" SINGLE SIDE UTES WITH GLASS TYPES 8, C OR D +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 -75.01 +75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR 1 SIDE LITES ONLY A APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX& OXXO (THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 68- 793/4" 7°- 833/4" 87 3/4" 91 3/4" 8 °- 953/4" 2° 25112- 4° 47 3/4" +58.6 -58.6 +55,4 -55.4 +52.4 -52.4 +49.6 -49.8 +47.4 -47.4 27 1/2" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 291!2" 55 314" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 28 31 1/2" 5° 59 3/4" +49.0 -49.0 +462 -462 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 35 1f2" 873/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 3° 371!2" 6° 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 SINGLE O WIDTH SIDE UTE 10 314" GLASS TYPES A, B, C OR D +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 123/4" 19" +75.0 -75.0 +72.4 21 3/4" +64.5 27 3/4" +52.9 36 1/8° +35.2 36 314" +34.0 RI*s 1•.daP Des PX WNW Road* Oslo FX 8N407 Dams* Oft ttwd"dlio tWe FJC 211207 J.J. 6126U7 tivelakts +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +59.� -{°9.S • -72.4 +68.5 -68.5 +65.0 -6.b :8t9 -64.5 +61.0 -61.0 +57.8 -ST.11 +Si0:5'�.0 :+ -52.9 +49.9 -49.9 +472 -4/2 W.7 -U.7 142.er -352 +35.2 -35.2 +35.2 -35.2 +35.2 -352 +34.4 -34.0 +34.0 -34.0 +34.111• -44.0 • *34.0 rt4.0. 44.0 -OA 92.4 -12.8 -34.4 • • • • • • • •a_• R lsen 2D wPRr emaa mmEnt m 1070 Maw 6 0 caNEaea00 TYPE Saew EVISOM MOr�aAm 9 ss /WMbne REVISE NMI 2 &a ADD NOTATdX•JTOTAME tN1®2 PAZ WC ON A R ewcsfQ?O Gate AN0ADA1.41:ALLOASF RTABLE2 FL 34274 NOTES: AL GLASS TYPES: A. 3/8' LAMI (118" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/18" LAMI (3/16" A, .090 PVB, 3/16" HS) D. 7/16" LAMI (3/16' HS, .090 PVB, 3/16' HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X° WIDTH = 731/2' MAX. OXO WIDTH =109 112° MAX. XXO!OXX WIDTH = 107 3/4" MAX. OXXO WIDTH = 143 3/4" 3. SINGLE DOORS 33 5/8" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 841/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI -DADE COUNTY. A5. EXAMPLES OF COMBINED DOOR AND SIDE UTE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30' WIDE x 90" HIGH SINGLE DOOR WITH 29' SIDE LITES DESIGN PRESSURE =+67.81 -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x85' HIGH DOUBLE DOOR WITH 381/2" SIDE LITES DESIGN PRESSURE = +70.41 70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = 443.6! -43.8 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 633/4' WIDE x 80' HIGH DOUBLE DOOR WITH 26" SIDE LITES DESIGN PRESSURE = +43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEMENT DETAIL. • • • •• • • • Approved " comNYinB with ebc Florida oste Nom Wawa Dade Product Vis * Better ••+4- • P • 0•• • • DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT RHOS X au„e 2 s 10 ar••. 11005-1 Few B Robert L. P.E. PE 669712 Structural • • • • 0 • • • • • • ••• • • • • • • • 0 • • • • • • •• •• • • • •• 0• ••• • • • ••• • • 73VT MAX. �'— MAX." 1 0 SEE NOTE a OX OR XO 38 109 1 /2" MAX. • SEE NOTE 3 3/4• "'1� Max. SEE NOTE 4 OXO lE O '''''`—SEE NOTE 36 314" 143 3/4" MAX. SEE NOTE 3 38 3/4• O SEE NOTE 4J". • �) 1. FOR ANCHORAGE DETAILS BEE SHEETS 8 THROUGH 10. • • • • • 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. G G 85314" MAX. (TYP.) 0 ,SEE NOTE 4 DOOR DLO HEIGHT = HEIGHT -113 " A DLO WIDTH 7C = DOOR WIDTH - 1215/16" DLO WIDTH 70C = DOOR WIDTH/2- 115/16" SIDE LITE DLO HEIGHT = HEIGHT - 113/8" DLO WIDTH = WIDTH -31/8' 3. SIDE LITES OVERLAP 7C AND 70C DOORS BY 3/4" WHEN AOSSSEEMCBLED TO MAKE X0','0)C,'OXO' 70(0','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR C 7� TIQNS (SEE 4PPUC4BILITY SHAT 2)., 5. CLEAR OPENING FOR 7C AND 70C DOORS AS FOLLOWS: ( BOORS,. WIDTH .5.666). (WC DOOR BOOR WIDTI-82.4.078) wad* la* taws • . • • • • • • • • • o taaeta • • • awaMT tae Regemr •^•--•- -r AK BMW B COBRECTVENRCA.DLOAADFORMAAB • • limIl* am B.•Yne ADOCtOFORMASFOR DOORA DStLMIUIEA00DOORDLODIY. AK 8+/407 A ra 70VDAYDEADBCLTAt1 DY7CACT.AAD'A'&tACT. De"n•s We *Maisie Gale FJC ZVSI J"L 821/07 • • • • • rosOavEE N R P.Q. BOX 1820 t K R3M274 •_4 • M• ELEVATIONS na nnrtt "rep :r +.., 10yiay, With tt. tW.:Ju 6tu:tStoe Cart. .61„,: _ M+s�n: txure P. +qtr! sMr.t ALUM. FRENCH DOOR & SIDE LITES, IMPACT ••• • • • • • • • • • • ••• • • • a • • • • • •• •• • • • ••• • • • ••• • Vtdbb Better • • • • • • to • •• f• • • a"ggbBe FDIPI 8aic lark NTS I 3 a 10 Owlenz 11005 -1 B Robert L; PE #89792 Strt=naal DOOR SECT. A A VERTICAL INTERIOR MAX. DOOR HEIGHT n•eeF ado taw MVP ??207 0 !mils A NOf4HN081I0981EEL EXTERIOR MAX. DLO • •• ••• • • • • •• • • •• • ••• SL SECT. B-B • • • • •' •v RJ7CAt.•• •' • • • • • • • • • • SHOW OOUREHOILOW EADSE TIOiATCO ASSB6LY .LR 8207 •• • • • • •• • • • • • • • INTERIOR E HT SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Bootleg Code Dale tier 1t 1007 NOM e)- 0Eaq,.id Mimi Dodo Product Control 8°q" ,g I.r a I P.O. 8001520 NOIC01104 R.34474 • • • ••• Vinci* Brame • 4- • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE ELEVATIONS ,e. ALUM. FRENCH DOOR & SIDE LIT,ES, IMPACT FDHIt 1/Zu era 4 a 10 00000 ff0051 era B MA S1[ Ln HEI( • • •. • • ;• • • • SL SECT. B-B • • • • •' •v RJ7CAt.•• •' • • • • • • • • • • SHOW OOUREHOILOW EADSE TIOiATCO ASSB6LY .LR 8207 •• • • • • •• • • • • • • • INTERIOR E HT SL VIEW G-G CORNER ASSEMBLY Approved as complying with the Florida Bootleg Code Dale tier 1t 1007 NOM e)- 0Eaq,.id Mimi Dodo Product Control 8°q" ,g I.r a I P.O. 8001520 NOIC01104 R.34474 • • • ••• Vinci* Brame • 4- • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE ELEVATIONS ,e. ALUM. FRENCH DOOR & SIDE LIT,ES, IMPACT FDHIt 1/Zu era 4 a 10 00000 ff0051 era B Max. DLO MAX. SL WIDTH x SECT. D-D HORIZ. SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) MAX. DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) •• ••• • • • • • • • • • • • • • • • • I— SEE TABLES 1aAND'2+4N $ DLO NOTES Otf 1EEi97.8 2 is • • • • • • FOR APPLICABILITY SL SECT. F -F 1:1OI1IZ. (SINGLE SIDE LITE) 1-0—MAX. SL WIDTH_ INTERIOR Ode OWN Vila &IIOT AAtskor e Ratskoc A NO CHANGE 77OSS EET. ADD VI181 Ef1TE'7011EMIONSEd'SINGE$ UTEP7OBECT SF ab•m, FJC taw ?1112'07 Ctatled ataa 8/21!07 •••• • • • • • ' ' • "TICAL SECTIONS avtRivE fom �` L"ALUR4.FRENcH DOOR & SIDE LITES, IMPACT P.O. HOMO, NOKO R.d4$4V4 Visibly Better ••• • • • --• • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • aelmlitede PD10T 1121 c 5 ' 10 11005.1 B Balding C with the Florida Dale _� a NOM M1ami Dade Product Robert L CYrk. P.E PE X712 Sbuaturai ••• • • • • • • • • • • • • • •• •• ITEM DWG # PGT# DESCRIPTION ITEM DWG # POT# DESCRIPTION 1 943B 60411 FRAME HEAD 60 920D 69200 SIDELTTE HEADER 2 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 61 921D 6921 SIDELITE SILL 3 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 62 9168 60381 SIDEUTE JAMB 4 955 7955X FLUSHBOLT STRIKEPLATE 63 1155 781 PQA 08 X1.000 QUAD PN. SMS 5 938 7938X 2 PT. LOCK STRIKEPLATE 64 998 7998 HEAD GASKETS (STOCKING #70998) 6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 65 999 7999 SILL GASKETS (STOCKING #70999) 7 7832X12FPXP #8-32 X.500 PH. FL MS - S.S. W /SWCONE PATCH 86 934A 61641M SIDELITE JAMB ADAPTER 8 995 70995 GASKET (BETWEEN THRESHOLD & FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 996 70996 GASKET (BETWEEN HEAD & FRAME JAMB) 70 712653K SETTLING BLOCK, 3/32' X1/4" X 1" W/PSA 10 952A 8533016 FILLER HEAD ADAPTER 71 71267K SETTING BLOCK, 1/16" X 1/2° X 1" W/PSA 11 11000 611000M OUTSWING THRESHOLD 72 4222A 64222 BEAD, 7/16" 12 1670 671670 WSTP, .350 RD FOAM FILL T -SLOT (AMSBURY#32011) 73 988 6988 BEAD, 3/8" 13 11004A 611004M OUTSWING THRESHOLD CHANNEL COVER 92 986 64986 BEAD, INTERIOR 14 11001A 411(XI1A ACETAL SPACER .065 ( INHOUSE INJECTION MOLDED) 93 1224 87247 BULB, THICK (USED IN EXTRUDED BEAD) 15 11002A 411002A ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) 94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT 16 11003A 411003A ACETAL SPACER .140 ( INHOUSE INJECTION MOLDED) 95 GLASS, 3/8" LAMI -118" A, .90 PVB, 3/16" HS 20 9150 60380 FRAME JAMB (OUTSWING) 96 GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS 21 1010 60300 WSTP.,Q -LON .190 X.375 HIGH 97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS 22 6608 66608M REINFORCEMENT, 1.000 X2.750 X0.650, 6061-T5 98 GLASS, 7/16" LAM! - 3/16" HS, .90 PVB, 3/16" HS 23 1140 78X112PSATS #8 X 1.500 PH SO A T/S 102 11006A 141106A ACETAL SPACER .295 ( INHOUSE INJECTION MOULDED) 24 1048 71048 JAMB SCREW COVER CAP 103 OFF THE SHELF DEAD BOLT LOCK 25 930 41721N STRIKE PLATE INSERT I .504 -- F-- 1 26 1118 710X34PFA #10 X.750 PH. FL SMS 27 7070 67070K BULB WEATHERSTRIP .187 X.300 HIGH 30 910D 6910 DOOR PANEL, TOP & BOTTOM RAIL 31 911E 0011 DOOR PANEL, SIDE RAIL 32 917 7FRMO HINGE EXTRUSION 33 1178 71058FP W,B #10 X.625 PH. FL SMS 60378M TRUSS CLAMP In 380 .055-0.11 -°--f OUTSWING THRESHOLD 3 CHANNEL COVER 8063 -T6 34 913A 35 1130 6TRODA 5/18 -18 THREADED ROD 36 990 7990NUTA 5/16 -18 FLANGED HEX NUT 37 914A 60379M WEATHERSTRIP CHANNEL 38 7834FPT #8 X.75 PH. FL TEK 70997 GASKET (BETWEEN PANEL HEAD/SILL & PANEL STILES) F as complying DiVe • c � 39 997 40 1023 67924G WSTP., .187 X.250 HIGH, FINSEAL 41 928 41720 SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) 42 1145 76X12FPAW #6 X.500 PH FL SMS TYPE BDS 43 1212 7P3OGG SILL DUST PLUG (INACTIVE PNL) 44 983E 6983 DOOR PANEL ASTRAGAL 1 (OUTSWING) 45 9848 6004 DOOR PANEL ASTRAGAL 2 (OUTSWNG) nil Msart.,.r. e� i C L4�,J. �2 � 46 1213 7 B OK LOCK SUPPORT ASSY. (41707 & 41708) •' • .... • • • 1.000 47 48 1139 7634E #6X.750 PH. FL SMS 49 982 FD2PTAY 2 PT. LOCK ASSY. • ` * BR180FS RUBBER SLEEVE • • • • .eso. 50 1 LCl971 P.E. PE 939712 motive, 51 930 41721 STRIKE PL INSERT (INACTIVE PANEL) n • 12'`' 4•• • • • • • �. / TUBE • • • • • 52 931 TFRSPX DEADBOLT STRIKE PLATE .. 53 1118 710X34PFA #10 X.750 PH FL SMS 54 957 70957X HANDLE STRIKE PLATE 55 1118 710X34PFA #10 X.750 PH FL SMS • • • • • Root* Mr • to79 •6 • • yy ,a9�9 P.O. BOX 1529 l FL91 74 • • • • • T �� LIST ALUla FRENCH DOOR & SIDE LITES IMPACT r Rood Po F.K arc WOW Aaol a M MANGEMI5SEM: �"° FL MW MIME 'MOTIVE A Cl•ade�e .L.L !OS DEADSWAPO FW93 dYLY10MEUI& are I 8&21/07 VW4iy Better s""w a FDWI sric 1I2x Isurt 8 .10 mw•ea 11005 -1 wa B thi..* F,IC •rc 2/?2D7 • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750 4.626 4.000 DOOR PANEL .3Q TOP & BOTTOM RAIL 6063 -T5 r.1.7501 x1.7501 1.7501 1272 1 FRAME HEAD 6083 -T8 1.479 J DOOR PANEL SIDE RAIL 6063-T5 4.726 4.100 Q .500 1 ., r.1`'�L .750 1 4.675 4.675 � i W DOOR PANEL INTERIOR ASTRAGAL 6063 -T5 .683 .050 TRUSS CLAMP T 13/8' GLAZING BEAD 8063 -T5 6063 -T5 -. 3.100 —►I 5.459 5.085 fs� OOUTSWING THRESHOLD O SL HEADER 11 6063 -T6 6063 -T6 ftftsrer oars 0.00as rate*, F.K YN807 811497 MN I es FJC mte FJL 2/207 ..rram B NOCHN4GE MI SHEET. A ADO 900Ir701lEM10 8 MASS BED DK T0ITEU8* 31.41..18882 3F 13/21/07 7 J 4.726 4.100 ODOOR PANEL EXTERIOR ASTRAGAL 8063-T5 :7/18" GLAZING BEAD 8083-T5 L -ve • • • f • 5212 4.586 el Is •• • • • • • •� • • • • • • '. • • •• .. • 3.00 • • •• 3.000 r 1.480 20 DOORFRAME. JAMB 6063 -T8 B2 SL JAMB 6063•T8 0 SL JAMB ADAPTER 8063 -TB 61 SL SILL •'• •'• .•006• • • • Z F?LESION PROFILES ,» ra �xrsa3 'ALUM. FRENCH DOOR & SIDE UTES, IMPACT t3srirs FDtm 1fZaC7 s 10 rmo NOKOMIS, R. 90271 •• • 37 WEATHER STRIP CHANNEL 6063 -T5 HINGE 6063 -T5 0.375 .125 Appftwed as complying with the P oil lk Tqa�oo NOAO m7.— 2 E;Zi Wool pDade product t %vi tal I. ar 4 NrW 1 t7. rt L Clark P.E PE 039712 d;trwtaret ..• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • JAMB ZONE "A" HEAD I ZONE "C "-f Q a N ZONE "D"tZONE "D" I XX SILL 1 ZONE "C" SEE TABLE 3.. SHT. 9 HEAD t--ZOE HEAD I ZO _ZO -t N JAMB ZONE SLL , SILL f- ZO�NE� -- ZONE "F"- -� ZONE -1 SEE TABLE 7., SHT. 9 NOTES: ZONE "17 _I__ ZONE 'D"' SEE TABLE 4., SHT. 9 JAMB ZONE A HEAD ZONE "E" I Z O L_ SILL ZONE "E° I ZONE D" HEAD -1-- ZONE I w 0 ,' ! XO OR OX JAMB ZONE 13" SILL _j_ SILL 1 ZONE "D" ZONE "E" SEE TABLE 5., SHT. 9 SEE TABLE 8., SHT. 9 HEAD I ZONEE'D" t ZONE "F"—t- E1 ic w I to I /\\ !/ / xxOOROXX \\ \ A R.( /�. /! } JAMB ZONE "B" 1 \` I /, , HEAD ZONE -t ZON"P' IZONE I ZONE1 x l LU Nx gmg Ix X A x x.. I /Oxxo \ I A R.( /�. /! /RA ! X AA 1 \\ ■ / ' / 1 Jl r x x m x1 x \ \ EXAMPLE ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION A. 19" x83 3/4" SIDE LITES "B" AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; 8.71314 "x833/4 "XXDOOR ZONE "F" ANCHORS FROM TABLE 4, SHEET 9, EACH "F" ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. 1-- SILL ZONE "D "ZONE F --/-ZONE-1 ZOO r- ZONE'F"tZONE "F" ZONE SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 • • • • • • • • • •ALS USED MAN EXAMPLE OF ANCHORAGE FORA 83 31411 UNIT, • • • • • • 'L13�4'd�'X�' DOOR WITH 19'W SIDE LTTES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CIUTE -FDIC NeY RNC1@ORS .3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3' MIN. O.C. FOR OONCR : SEE ' AMPLE:)X10 AtJOHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 8' MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8' MAX. O.C. HEAD & SILL OF SIDE IJTES: 8" MAX. FROM CORNERS AND 24 3/4" MAX. O.C. • 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THENREGER•TO THg I P9 1 1ATE tE G NSHEET 9. • •. �� • ... . • ww.fse 1o7o� for PX 1 R. Slim P.O.BQX1119 1 •R.81274 PX F.K DON 0,107 SHAW 22.187 s Awl A GR.ebese ROCi AN08nas 7. CHANQE1070dt1m ANCHORZONEFRO VT01 . ADDANCHOR mar alit 821107 • • • • • • • ••• ftr Vaibly Better • • • • • • • • • ••• • • • • • •• •• • • • • • E, CONFIGURATIONS *ALUM. FRENCH DOOR& SIDEUTES, IMPACT mo SAO 8 e 10 e..aas 11005 -1 ReC B Apryorul at eemp,;•u@!rile the Maids Ode Oar s'"-I f. /11 Mlaml Dade Pead.et C.. U /AP �l P 1 ••• • • • • • • • • • • • • • •• •• TABLE 3. X DOORS GLASS TYPES A, B, C. D TYPE & SUBSRTRATE 2,3. WOOD 1,2 C NC TABLE 4. XX DOORS (ALSO X DOOR OF XO & OX) GLASS TYPES A. 0, C. D ANCHORIYPE & SUBSTRATE DOORWERT -S LOAD ZONES V TO 37 ..6 WIDTH x HT. +l X X X2X X X 23, WOOD 1,2, CONC LOAD ZONES TABLE 5. Q SIDE LITE GLASS TYPES 4 SUBS1RATE 23, WOOD A. 9„ C, 1,2 CoNID TABLE 6. XO & OX GLASS 'TYPES TYPE &ABATE 2.3. WOW A, 5, C, 1,2, CONC TABLE 7. OW XXO OXX & OXXO GLASS 'TYPES A. B. C, D AICHOR SUBSTRATE za WOOD 1,2, OONC POOR WIDTHS "JON - 47.76 W W TO 71.75 �_ �r ;J]ad J�Jw "(]din 55 t Plit HT. WIDTH x W LOAD zotoss "O" - 10.75 TO 38.75 WIDTH X HT III 0 O pool WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES SIDE LITE WID1H X H1 O O DOOR WIDTHS "X" - 25.50 TO 37.50 LOAD ZONES IOC" - 47.75 TO 71.75 12 SE LITE WDTH x HT O 1` t 0 0 0 q� i 26.50 x 79.75 5 2 83.7 87.7, 91.7: 95.75 27.50 x 79.75 83.7. 87.7 -5 2 7 4 2 3 91.7. : 95.7 - 29.60 x 79.7. 83.7.• ® 87.7. 91.75 6 2 8 4 L 95.7:, . 31.50 x 79. - 83.7 : 87.7 -Q 91.7.0 95.7• 33.50 x 79.7. 83.7 87.7. 91.7. 7 3 10 4 3 6 96.7. 35.50x79.7- 83.75 87.75 91.7. 957. 37.50 x 79. 83. •' 87.7. 917 957. 7 3 10 4 3 5 7 4 2 3 7 3 10 4 3 5 Artlep DMA walker 47.75 x 79.76 4 3 6 4 2 83.75 87.75 91.75 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 65.75 x 79.75 83.75 87.75 5 4 7 4 2 3 91.75 8 4 7 4 3 1 5 95.75 59.75 x 79.75 83.75 87.75 91.76 95.75 63.76 x 79.75 83.76 87.75 91.76 95.76 6736 x 79.75 83.75 87.75 91.76 9576 71.75 x 79.75 83.76 87.756 5 9 4 3 5 91.757 6 10 4 3 5 95.75 7 6 10 4 3 5 fi 3 6 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 5 4 7 4 2 3 10.75 x 79.75 83.76 87.75 91.7 95.75 4 1 4 4 1 4 4 1 4 4 1 4 4 1 4 5 4 7 4 2 3 5 4 7 4 2 3 6 4 7 4 2 3 5 4 7 4 2 3 8, 4 7 4 3 5 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 6 4 7 4 2 3 5 4 7 4 2 3 6 4 8 4 3 5 5 5 8 4 2 3 5.6 8 4 2 3 6 5 8 4 3 5 6 5 8 4 3 5 19.00 x 79.76 83.75 87.75 91.75 95.75 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 6 5 8 4 3 5 21.75 x 79.75 83.75 87.75 91.75 9575 4 2 4 4 2 4 4 2 4 5 2 4 6 2 4 5 5 8 4 2 3 8 6 8 4 3 6 6 5 8 4 3 5 6 5 8 4 3 5 7 8 10 4 3 5 27.76 x 79.75 83.75 87.75 91.75 95.75 5 2 4 5 2 4 6 2 4 8 2 4 6 2 4 8 6 8 4 3 5 6 5 8 4 3 6 6 5 8 4 3_ 5 7 6 10 4 3 5 7 6 10 4 3 6 36.13 x 79.75 83.75 8775 91.76 95.75 6 3 4 6 3 4 7 3 4 1 1 2 2 2, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 10.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 12.75 x 79.75 83.75 87.75 91.75 95.75 4 2 4 2 4 2 4 2 4 2 19.00 x 79.75 83.75 87.75 91.75 95.75 4 3 4 3 4 3 4 3 4 3 21.75x79.764 3 83.75 4 3 8775 4 3 91.75 5 3 95.75 5 3 27.75 x 79.75 83.75 87.75 91.75 96.75 5 3 5 3 5 3 8 3 8 3 Y 3•�a• 7 3 •4• •3 6 5 8 4- 3 5 6 5 9 4 3 5 36.76 x 79.75 6. 3 ,• 4; 83.7g -6 •3. 1 4 87.76 7 3 4 9175 7 3 4 • 55.75 3 43 4• A•eae• fiK F.K e.k WPM Dow 8114107 Robber 0 A..knr A moatwarmeastozEr MOWS* USE WIDOW 6TO TABLE L 9: WAGE MEDES.? WO ZONE 'V 7D PIT AND COWIN REFERENCE ADD IDIFIGAWAFNI TYRE MAMBA FJC 7122/07 CI•X•d.je 6,21107 • • • • • • • • 1 &Moos RAW= P.O. EQX 1829 NOMA& FL NM •.. • •3 3 3 •2 38.13 x 79.76 83.75 87.75 • •9,,S 135 • • tw 5 :.15 :5 • •83.35 87.75 91.75 95.75 • • • • • • • • • • • • • • • • • • •• •• ••• • • 6 4 6 4 7 5 7 '. i p 94 55.4 7 5 7 5 q 5 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2� 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 3 4 3 T 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 10.75 x 79.76 83.76 87.75 91.75 95.75 4 4 4 4 4 12.75 x 79.75 83.75 87.75 91.76 95.75 4 4 4 4 4 19.00 x 79:75 83.75 87.75 91.75 95.76 4 4 4 4 4 21.75 x 79.75 83.75 87.75 91.75 95.75 4 4 4 5 5 27.75 x 79.75 83.75 8776 91.76 95.75 6 5 5 6 6 36.13 x 79.75 83.75 87.75 91.75 95.75 6 6 7 7 7 3635 x 7975 8375 87.75 91.75 95.75 6 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3, 3 3 3 3 3 3 3 3 4 4 5 5 5 4 6 7 7 4 5 5 7 5 4 2 4 2 4 2 4 2 4 2 4 2 4,2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 • •4NNHCR QUANTITY LOAD ZONE TABLES • • • • -• ALUM. FRENCH DOOR & SIIDELITES, IMPACT 06411630* nee FD10T 177A 9 a 10 �A 11005.1 APPROVED ANCHOR TYPES: 1.114" ELCO TAPCONS 2.114" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G6) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. ATIPmed O emptying with the Hod& cad, Pate Maud Dole Pwrd•ctOx;114 'st141 1. 1-1004 J� B • • • • ••• • • • • • ••• • • ••• • • • • • • • • • • • • • •• •• 2X WOOD BUCK. NOTE 2 1 3/8" MIN. EXT. 3.41(81 MIN. CONC. 1X WOOD BUCK NOTE 2 114" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 DOOR HEAD (WOOD) 1 3/8" 1 MIN. 1/4" MAX. SHIM WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK NOTE 2 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 EXT 1X WOOD BUCK, NOTE 2 13/3* TYPE 1 1 314" TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4 TYPE 1 OR 2 (CMU) DOOR HEAD (CONC) 1 3/8* TYPE 1 (CONC) SIDE LITE HEAD (WOOD) 1 3/4" TYPE 2 (CONC) 2X WOOD BUCK, NOTE 2 3.41031 MIN. CONC. 1X WOOD BUCK, NOTE 2 3/8" MIN. 1/4" MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 114* MAX SHIM IMI 111 1 .."41.,, bi. ifia 1 I r 1 II II P. 1 1 '5.:4 3/4" MIN. ED. 1.6 KSI MIN. C MU OR BUCK, NOTE 2 3.4 . CONC. 1X WOOD BUCK, NOTE 2 EXT. DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) WOOD ANCHOR TYPE 2 CONC. ANCHOR, 0 OTER3,N 1 NOTE 1 kid •• 4" MIN. E.D. DOOR JAMB (WOOD) 1/4* MAX SHIM 1 3/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR. TYPE 2 OR 3, 2X WOOD ELT- NOTE 1 j3(4* 11114*.gdP•• 1 1 3/4* MIN. E.D. 1 3/8" TYPE 1 1 3/4° TYPE 2 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 SIDE LITE HEAD (CONC) "4"i 1 1/4"1YPE 1 OR 2 (CMU) 1 318" TYPE 1 (CONC) 1 3/4" TYPE 2 (CONC) Mil 11111 :„.", : mut Ea ... _ 41111111! -44.11111 1/4" MAX. SHIM 1.61(31 MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4" MIN. E.D. Z 7,1*, WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 MAX. SHIM 318" MIN. CONC. ANCHOR, NOTE 1 —4 2X WOOD BUCK, NOTE 2 MIN. 3N1f.DH DOOR SILL (WOOD) NOTE 3 F.1/4" MAX 1 3/8" TYPE 1 1 314" TYPE 2 • 1. 3.4 KSI MIN. CONC. t DOOR SILL (CONC) 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 13/8" MIN. 2X WOOD BUCK, NOTE 2 J SIDE LITE SILL (WOOD) 3.4 K31 MIN. CONC. •r..4 1 .3141 MIN. ED. SIDE LITE SILL (CONC) 1/4" MAX SHIM 3/8" TYPE 1 44 31 " TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" TAPCONS EMBEDDED 13/8" MIN. (TYPE 1) OR 114" SS4 CRETE-FLEX EMBEDDED 1314" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CEDER Q4NCJ1OB TO CONCRETE EDGE 18 1314". FOR WOOD INSTALLATIONS USE #12 SCREWS, GE (TYPE 3) OR ELCO 114" 884 CRETE-FLEX ANCHORS EMBEDDEIN 3/8" MIN 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. Ix WOOD BUCKS Alip ()PTV DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF E ). • • • • IP VNW ISIINSTA■LEPO DIRECTLY TO SOUD CONCRETE. WOOD BUCKS 13:1016133 FrItIGINEFRED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). •• ••• •• • • • • 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT ANDMOOTTBSUBSTRAIE„ ORS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • • • • • • • • • • • • • • TONMECHINOMPOWINE AKMKANg FLIM275 P.0.13c0C1629 NOKOMIS, R. 34274 Flood* FJC Dia 608177 DON WWI ONO 2/22107 ANN= Rate= A JL assMar NO CHANGE71441311EhT. WM TAW 1 2 EMBEO avootra DETML8. areaTYPEIMSONWOOD MAX& NM ANCHOR TYPES TO NOM I. TawD7 I • • • It e, • bly Better Approwd as t% Cht Florida Bidding Cod. ihte racr k■Zow NOM .,,,7–.eg&j. Pdhad Dock Padua Control tv.1 I. cbs....L. .444-1DRAGE DETAILS • ALI1M.. FRENCH DOOR & SIDE LITES, IMPACT Mond* art NTS 10-10 11005-1 B 11 Rif t'16 (Nark, P.E. PE #39712 Structund • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • MIAME•LaApE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Smttb. Mountain Impact Systems by Parade Pane 11305 N.W.128 Street Medley, FL 33178 SCOPE: MIAMI•DADE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidad<e.gov/buildinecode 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 (AM). 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 prodnet 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 AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BMA, reserves the right to revoke this acceptance, if it is determined by Miami -Dade Coumy)goiuct C6n4fo'1 Division that this product or material fails to meet the requiremeints of the applicable building•code. • This product is approved as described herein, and has been designed to comply with the npoQ.g puilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SMI.175" Aluminum Window Wall System - ••.• ' ....' APPROVAL DOCUMENT: Drawing No. W03-64, titled "Series SMI -175 Aluminum :V ttc vv Wall' • (L.M.I.) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision a dated 09/26/2005, pripngraliby AI- F'a =ooq Corporation, DATED 06/08/2007, signed and sealed by Humayoun Farooq, P.E., bearing the? iami -Dicle • County Product Control Revision stamp with the Notice of Acceptance number and expifaatioU, date byt, p • • Miami -Dade County Product Control Division. .. • • • • • • • MLSSILE IMPACT RATING: Large and Small Missile Impact' Resistant • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statements "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 antomatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If .any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its .distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA, # 03- 0925.01 and consists of this page 1 and evidence pages E -land E- 2, as'well as approval dbcument mentioned above. . • • • The. submitted documentation was reviewed by: Jaime D, Gascon,'P.E. • • • . NOA.No. 07- 0924.02 ,ExpiIation Date: November 21, 2012 _ Apprtivo1 Date :. November. 15, 2007 • Page 1 • . - 0000 0000 8858 '0N • • • • • • • • • 00000 • • • • • • • • AV86: l L 8006 '861nV Smith Mountain Impact Svstemay Pande Pane NOTICE OF ACCE ANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. W03 -64, titled "Series SIv11 -175 Aluminum Window Wall (L.M.L) ", sheets 1 through 8 of 8, dated 08/11/2003 with revision c dated 09126/2005, prepared by A1- Farooq Corporation, DATED 06/00007, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air rnfi tration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum windota y It system, prepared by Fenestration Testing Laboratory, Inc., Test Ref eet'Na. FTL 372.1 dated 03/26/2003, signed and sealed by Joseph Chan, P.E. • • (Submitted under NOA#03- 0925.01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 .••••. •' • • • • 2) Uniform Static Air Pressure Test, Loading per F$C,.I5 202 -,94 • 3) Water Resistance Test, per FBC, TAS 202-94 • •' •. • •••••: 4) Large Missile Impact Test per FBC, TAS 201 -94 • •: •: 5) Cyclic Wind Pressure•Loading per FBC, TAS 203 -94 ' ••••• • 6) Forced Entry Test, per FBC 2411.3.2. I and TAS 20•2•-§e. • • • • along with marked -up drawings and installation diagram of are aluminum wind eve41 system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3833 dated 08/05/2003, signed and sealed by Joseph Chan, P.E. • ( Submitted under NOA#03- 0925.OI) 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS•202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure•Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3465 dated 7/17/2002, signed and sealed by James Worth, P.E. (Submitted under NO4#03- 0925.01) 6 'd 8858 ' °N • Jaime D.. Gasconz Chief, Product Control Division • . • • NOAA Ng: 07 ..0924.02' .E1:piration•Date: Noveaaber.21,2Ai2`.• • A p p r o v a l bate: November 15,2007• . . • •• • • • • • •.••• • • •' • • • •••••. • • • WvBl L l 8002 8l 'end Smith Mountain impact. Systems by Pande Pane NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with PBC -2004, prepared by Al- Farooq Corporation, dated 06/08/2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. . Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saf lex HIG Clear or colored Interlayer" dated 05104/2006, expiring on 05/21/2011. 2. Notice of Acceptance No. 03- 1117.05 issued to Surface Specialties, Inc. for their "Uvekols — Liq. Resin to adhere Glass" dated 01/29/2004, expiring on 02/08/20%.• • • • F. STATEMENTS • • •••• • • • •• • • •• 1. Statement letter of conformance, no financial interest and independeM'cI t@d • • • • •••-•s • 2. Laboratory compliance letter for Test Report no. Fit 02051, issuedt inestratO -: • Testing Laboratory, Inc., dated 8/8/02, signed and sealed by James Vi:ort,.P.E. , • (Submitted under NOA#03 +0925. 01) • 04/26/2007, signed and sealed by Humayoun Parooq, P.E. •• •- 3. Laboratory compliance letter for Test Report no. FTL 3721 issued E yPOn4 stration • Testing Laboratory, Inc., dated 4/15/03, signed and sealed by Joseph Chart, P.E.. • • • • • (Submitted under NOA#03- 0925.01) 4. Laboratory compliance letter for Test Report no. FTL 3833 issued by Fenestratropi • • • Testing Laboratory, Inc., dated 8/7/03, signed and sealed•by Joseph Chan, P.E. (Submitted under NOA#03- 0925.01) • • • •••• • • •• • G. OTHER 1. Notice of Acceptance No. 03- 0925.01, issued to Smith Mountain Impact Systems by Pande Pane for their Series "SMI 175 Aluminum Window Wall (L.M.I.) ", approved on 12/04/2003 and expiring on 11/21/2007. 885.8 '°N Jaime D. Gaston, .E. • Chief, Product Control Divisiox . NOA,No. 070924.02', ' Expiration Date: November 21,2012 '. • ; .:..Approvai Data: November A5, 200'7 •• • • • • • • • • • • •••••• • • WbBZ < < 8001. '8Z inV a • CONIINUOOS FR4l1E DASSEMBLED. COEftER • �.L. OFG. SEE SHEET 2 StI D.L OPC. WE SHEET 2 11 we TAX. rob O.L. OM. SEE SHEET 2 /• 0 • SERIES S1SI -17S ALUM 'WINDOW WAIL .STOREFRDNE SYSTEM LS RATED FOR LARGE SESSILE NFPACT. SIiUTTEf'�5 ARE NTT REQUIRED. CODE REC4!A EM @1175 FOR SAFE/MVOS MUST BE CIEG IXt. THS PRODUCT HAS BEEN DESIGNED AND TESMEO TO COMPLY NHH THE 102LIRESENTS OF IRE EGOISM BUILDING OODE 200E EDBION BIO.IAlSFD •IdGB $LOUSY HLIIRINNE RUE (10W3. -WOOD BUCKS BY OTHELiS. MUST BE ANCHOREEO PROPERLY TD TRANSFER • -LOADS TO 114E STJUCIURE. • • •N40PORS SWLL BE AS MSTED, SPACED AS SHOW ON DUALS, ANCHORS FJA11EDNEN7 TO BWSE- Lt%1EBML SHILL BE BEYOND TOLL DRESSES OR STUCCO. ANCHORNB OR LRODINC COHU11FONS NOT SHOWN M THESE DUALS - ASE" NUT PAW .0f TM A.PPRWAL. A LOAD•IWDATIDN IHc FSE -IN /LLOIIIBLE STRESS IS USES N DESIGN OF R112 3105 ENED 1L1DDD GILLY. - a0Ef1•S V+11C4DC -BIR an WEED TO STEUJWM SOLEilS IH1T LONE IIRO -.CONTACT-01H OTHER DI$SIWILAR WATERWS SHRIL. 'ELT THE REQUIREUENTS OP -2001 FLOIIDA ELD0. CODE 6EC0Y4 20018A: Co. bD 1 1 HI 11 SIM 'SHUN 101/A18' 1 IMPACT DOOR M14 FCR 00011 RA11140 do DEBBI tom` 11 3/4' IMX SILL i (140140912 1 AT 13101 SUE OF 11ULU0N- SEE SHEET 5 FOR CAPAOTF TYPICAL ELEVATION* INSTRUcTIQNS: USE CFDRIS AS FIRMS. 1 SEE D001 NON ♦ --EON DOOR FRAME AACRORS CAPACITY STEEL t DERRISSE DESCH YDIID LOAN REOLIIIEMENT BAIED 01111#ERD� M• HELM MID 201E �SNO AA. 7 SIRNWEItt • • • CTFP 7 •SSE - zars ft mars 2 ;OR 4.0 • c '�a +r 04IE •S�'D W1.4� ATP ,•4.• 0 •• • • STEP a •CO= 1011 14 WARY MIN !PACING 5 HONDAS USHC CHIRTS OS SHEE79 S!k THE CSFSCCIR• WILED =EEC/ THE DESIGN LOA. STFP 4 USWC WYST ON SHEETS • SUECT 140132R OPDOS 111011 •EST04 IRAN`• am Val DDSICS LWD SPCCFIEU • SIN STENO ABWF• • • • • • • • STEP 4• ST WOE 2001.1424ROU gag 2. i • • M APPLI, TO LJATN• STIMEN• • • • • ••• • • • • • . 0110 • • • • SOO • • • • • • • • • ••••• • • • • • •• •• • • • • • 0041 • • • • • • • • • • • • • •• •• D.L. OPO. SEE SIIEET 2 A // • 3 3/S' SEAD/SLL ODRNERS 11 2/4' 24.0. e1 to D /2EL ie LAMINATED GLASS LARGE MISSILE IMPACT Env: �91� 1511000 CAH'2 sll 11 PRCOLIET HRYISSO silaatuttrOttatu crib Aa FTuit* _,1". .1trirrirryo ARCI•ISwP1r • - �� vle 7T {/1ti. rig i Y [drawing no. W03 -64 feiitoi I of B LCl w LC o' • • GLASS LOAD CAPACITY - PST+ GLASS LOAD CAPACITY - PST ' kissa•A1(. DINS, - GLASS 1iv 'A• lio TYPE 'B G1J58 7M MSS 71P8 D GLASS 7YPS 8 NOMINAL MP. cuss TYPE 't S7/SS TYPE 'B' cuss 1126 CAG1AS6 17PS '0 um 1428 'E • c4.9..d!DIHr01.0. IEOOT E8r(4)&90.( -) E10.(4) @WI.( -J CT.(,J11HT.( GR.{.)6*4T4-) EXf.(4)4411.( -) O.LO. ?MOH O1,4. HEIGHT 110.(4)I0141(-) 2104.4)6104.(- 6xr.(+J6lIrT.( -) EXT.(+16113.( -) E10.(4)&1134 ) 20'. _- 28' 32' • . • 4e - -90' • SC' •- . e8; • - - 630 630 120.0 100.0 004 20" 26' 76• 38' 44' Kr OU' 00 98' 630 630 120.0 1000 011.0 534 970 1200 100.0 9140 670 630 1200 1000 90.0 60.0 610 120A 100.0 99.0 61.0 - 1000 1010 4011 53.0 •- 034 1090 1000 90.0 63.0 - 100.0 100.0 00.0 63.0 • 8x0 ""- - 1000 1000 804 63.0 - 400.9 100.0 - - M• 100.0 1060 93D - -• 1110.0 100.0 - 63.0 - I60A 100.0 900 - - 100.0 100A - ;690 - . 1000 100.0 - - - 107.0 100.0 - . v - 1060 1000 - - - 1000 1000 - - - - 20' . _ 'd6° • 90' • - . 38' , 64' -- • •5P• : " 66' 111 00 88' . .- _ _ . 0.7.0 61.0 . 1200 100.0 820 20' 28' 31" 30' 44' 50' 68' 60° 104 930 93.0 1200 1000 9610 q -0 63.0 120D 1060 900 MA 93.0 1209 I0 00 960 614 6341 1240 2000 90.0 030 - 1000 10041 90.0 53.0 - 1000 100A 90.0 83.0 - 1000 1074 80.0 83.0 . - 100.0 1000 904 6. .o - TOMO 1000 - 63.0 - 100.0 1000 900 - - 100.0 1000 - 634 - - 1004 100.0 - - - t00.0 100.0 - - - 1980 100.0 - - - 100.0 100.0 - - - 100.0 100.0 - 20' 20' ST 70 9P 00' 59' 110' 670 83.0 1200 10031 900 •27'. _ • -201 ' : * 72'- .. .:_ 36' •_ • 44" •. -. - 501. • . - : -- 50'•.- '"61d.' - ' - • . 630 630 120.0 1000 00.0 03.0 034 1200 100.0 260 ' 670 . 630 120.0 1060 094 00.0 - 1000 11100 90.0 039 • . 83.0 / 1200 100.0 900 610 - 1060 1900 - .610 • - • 1060 100.0 904 - - 4000 100.0 - •430 - 1060 000A 960 - - 9060 1000 - •66' - 63.0 - 100.0 1000 - - - 100.0 1060 - - - - 1000 1040 - 21T 20' 32' 38• 44' 50' A' ° 830 87.0 120.0 1004 00A • - - - 1000 _ • 10000 - 110' ° 630 - 1900 900.0 1004 900 960 • . - e. •= . • . - 1610 1000 - 660 - 1000 • PA°: • :26" 3.2"- - .-78' - • • -031 510 - 171.0 100.0 9010 63.0 - 1060 100. - _ _ M0 MA 120.0 100.0 960 - - 200.0 1000 670 93.0 1104 1000 90.11 - - NOLO 1000 - . ( •510 - - 100.0 1000 804 - - 57.9 100.0 - 610 • - 1040 1000 - 1000 100.0 - 4050 - 101.0 1000 - 100.0 1000 1059 000 1/4' ANN. ELMS 090" INIERLATER SAILEXATEEPSAPE NA1014011 1/4" PNN. 01.055 NOTE GLASS CPPACMES ON 71iIS SHEET ME BASED ON AMU E1300 -02 (3 SEC. GUSTS). 1/4' HEAT SIREND 91406 020" 1NEW1L -110 9E5W 1/4' HEAT STRFW'D 0LASS C5/18" HEAT STRFNb GLASS .120• E1Yk7971 -122 SE51N 1/4" HEAT =WO suss 1 0 D.L.Ib -.1h "- O.L.D. 1101}1 II ST-M- O.% a 8 7 J o �� 1/4" HEAT S18E100 GLASS 480 INTEBIAYEN Std. HEEPSPPE• 4.470011.99 1/4' 113AT STRUM GLASS 1111 GLASS TOPS '6' S • • • • • • • • • px F9- A1PE 194 4 GAPE0. d35 1' c CV bO • • • • • 11.415 rp.3 'd • • • • • • • Gl_.1.Z1yr OPTI01fS• • • • •• • • • • • G1A •D' •• • • PRODNCTPEU7SED 40 ea001I1111, sigh ilia PIa14• •� is h• . 1. !r 411111 • - ■IE211 draping W03 -64 sheet 201 B ) • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • ••• • • ••• • • • ••• • •• • • . . 41U4103N. LWIAO CAPACITY - PST • - 9917HCU7 INTEAWEIOAIE 200120H01IS J MVLUON LOAD CAPACITY - P51+ ` 101H3LT INTEIOIE0622 FK3* MACS : 82111rN114 DIMS. "''u'OUT 110200.110127 1000 1 1 1TH 8271o0917R0 NOMINAL GINS 1(11007 12390H(100 9077 001011.0X0 1101111 (11)' FWO4f foioiij EI2.(4.) 30.( -1 FX7.(3) 110( -} SCOW (M) HUSE HEIGHT EM:(*) 11344 E12.(4•) 4474-1 06' - f7•' 04' e0'.. • 09e 1 : 12' • 100.11 100.0 100.0 170.0 24' 30' 30' 42° 45' 54' Go- 66" 100" 1000 100.0 1000 110.11 00.3 70.3 90.3 70.7 ._ 1000_ --17:16•11- __120.0 1219 - 1009 1000 100.0 1200 100.0 100A 10(10 120:0 605 00.5 1009 1119 700-0 1(0.0 100-0 120.0 ( 692 69.3 900 1099 100.0 10110 100.0 123.0 - - 0(0 7000 100A 1000 1000 1200 - - 0a0 192 100.0 +(00 react 120.0 - - 109 92.9 1030 100.0 900 100.0 ..'24�_ . - 1 _ -3C'- : ' 36' ., 42' - • : 4S' . :- 7 ' • 5:4! • • • - . 00' ; . - S¢° • 1e0 - 100.0 11109 I 120.0 24' or 30' 42' 49' 54' 60' • • 114' _ 043 047 103.0 120.0 1 70.5 10.5 1000 12041 100.0 1000 1000 1210 04.6 84,0 1000 1200 1080 1000 12013 502 55.2 1011.0 1000 ��• -- -100.0 100-0• 1000 I 100.0 f20.0 - - 010 100.0 1000 . 1000 1009 120.0 - 100.0 00.0 100.0 1 110.0 1000• 120.0 - - 89.0 96.0 1000 1000 09.O 1000 100.0 1000 100 1000 24' 30' 30" 41" 40' 54' 63' 120' 841 01.1 1000 120.0 60.4 . 05.4 100.0 1200 24'• - �9Y - • - _ ' - 30'.' • 42' .• •'- 48'" ' -• 6d 64;i. • :. 11*0 (00.0 (101.0 120.0 55.1 55.1 100.0 120.0 f00.0 1000 100.0 120.0 470 47.9 00.0 1000 100.0 1000 1056 120.0 - - 00.0 05.3 100,0 • • 100-0 00. 10 1200 - - 651 009 1000 10100 1000 1200 - - 73.7 70.7 f00.0 101A 100.0 1193 ,10" ..42' . 40" 60' 60' • ' 54' 00" 08' • •102' 092 1000. M0 " I9a0 10041 0079 50.0 100.0 199 100.0 1006 130.0 1200 IOW 100.0 1200 100.0 . 100.0 140.0 100.0 100.0 120.0 997 98 7 1000 202 900 1205! 1030 I000 103.0 000 00.0 Ui00 1000 1000 1000 7000 1000 120.0 1209 1010 992 249 "774 1000 f00.0 05.0 042 77.3 (00.0 10011 50.0 911.0 906 90.0 1000 100.0 _ 10041 .1410.0 1000 • 91:1 91.1 1000 12041 1300 1000 100.0 100.0 100A 1200 1200 120A 70.5 79.5 100.0 120.0 71.1 . - 71.1 906 100.0 904 10110 900 1000 009 100.0 RUMP MAW 7/01079X90010 7/ woo= WIDTH (W) ••• ••• • • • • • •• • • • • •. • • • •• ••• •• • • • •• 911 4 *12 • • • • • • •• • •• • • • • • • • • • • - • • • • • • • •• • • • • • • • • • 00 _ ••.• • • • • • big ••• • • • • ▪ ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• 46• •• • • • •• •• • • ••• • • 2 Ago (R HUMOUR FANOOC VA. PC 512-4-0.988 °et 1 )1)14"11 ' - "- - LIDLUON LOAD O4IPACLTY - PSP I - MIN WE&EUE HORIZONTALS - W Mt/WON LOAD CAPACITY - PSP 911H INLERSEOIATE HORSCONEIES NOMINAL DOW. II010VI' 2016r050010' 11128 010101150150 NOMINAL DIMS. 18101157 811M2001350 M1111 1200002150 .--EXL(r) Ntl.( -) EXr.(t) • 1147.( -) WIDTH (Y) NSW 0p211 E'A7{44 WA-) £XT.(+) 007( -) YAD1H 111). f69JE 321 ' 24' . 30: . •39' , '42'- - 49' - - •81:"- e1X • 60' • - . _ - 72'- • _ 100.0 100.0 ( 100.0 120.0 24' 30' 36" 42' 48' 54' 80' 80' 108' _ 100.0 100.0 1000 1200 87.7 67.7 1000 120.0 • 10¢9 100.0 100.0 120.0 •• 731 711 1000 12011 1000 1004 1000 1200 82. 7 62.7 100. 0 1109 1000. 1000 1000 1700 64.8 54.8 900 , 10110 7000 100.6 100.0 1200 - •• 0021 00.1 1009 1004 100.0 1209 - - 80.2 81.2 1004 1000 1000 120.0 - - 61.1 111.1 70010 1000 1000 1000 24' • • 30- • -a•' .. 48' .. 54• 612' • -66'• • • . . 76° • 1000 - 1009 . 1000 1200 24' 30' 30' 42° 40' 54' 60' 114' 832 03.2 100.0 1209 746 74.6 1009 1204 1000 100.0 . 100.0 120.0 62.2 822 1000 1200 "11130 1000 140.0 1200 63.3 53.3 60.0 1000 100.0 ' 1004 1040 120.0 - - 900 1000 1000 1000 IOW 120.0 - - 89.0 12.0 .. 1009 100.0 1020 1200 - - 00.1 80.1 07.2 67.2 90.0 1009 604 80.4 . 909 1 1009 24' 30" 36" 42' 45' 54' 60 120' 799 7128 1009 1200 04.0 64.0 1000 1200 ..25 .. 30.:77 , .. , ' - • • 42'.. • 461 _ ...54:. -. i .. '. - • 19( • ... 100.0 1004 70114 1204 00.3 53.3 1030 1200 10010• .4039 100.0 120.0 45J 452 900 10119 1000 • 1010 1009 1200 - - 80.0 011.3 1004 • 100.0 1110.0 120.0 - - 6133 91.3 1000 1009 1000 120.0 - - 72.3 72.3 924 - ..922 1000 1199 83.0 909 000 1000 1000 "24! 3 04: • 100.0 1000 100,0 120.0 1000 - 1000 1000 190D 100.0 1000 1000 100.0 100.0 120.0 120.0 120.0 ISO 63.5 100.0 120.0 76.0 7119 009 009 100.0 1009 90.0 100.0 .24" 30' 42^-".. 46' '•54'ay "' 24" 30" 3B• • d. •1412' &4; 66' 96' 100.0 100.0 1000 1004• 1004 1004 100.0 1000 1009 1:200 1200 1209 00.1 60.1 1000 120.0 780 68.3 784 90.0 1000 66..1 900 600 111.0 1000 1000 100.0 100.0 • 1000 100.0 1(0.0 120.0 100.0 1000 120.0 560 1000 120.0 74.1 74.4 100.0 12130 05,1 954 60.0 909 100.0 100.0 90.0 1009 909 00.0 16011106 /101001/ 0/0 BEIH70Std47 11/ 111011055210 L xn_1 112 w 11104 (W) ,. 001 + 002 2 SMITH 5931.5411.111 DOORS 12E SEPIAATE N• 1. Wi _I,- H2 ,I WOW (167 m vet +002 2 10411H 10310401111 00088 SHRH 1911547414 DOORS SEE S RIIRNE NM 1 •• ••• • • • • • •• • • • • • • •• • • •• ••• •• • • • •• • • • • •• • • • • • •• • •• • • •• •••• • • • • • •• • •• • ••• • • • • • • • • • • • • - • l•• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCE SEPARATE 0074 212 1 1 0DI (137 = ? 4 Ow; bit. g / 8 020300 X43536' }Jt j AIL t11h r Wk 50 s Plntid4. • 4IL11i12C6dI parca 3•05s.� g i1 . 302.0f_ SV Was f2Wcbn swung Oa m 4t gl 4 t a va Jaheet 4 ov e ; . ANCHOR'L0*1I CAPACITY - PSF - - : - 227444 do 041.( -) ANCHOR LOAD CAPACITY r PEP 110.( +) & 012( -) • N0111NAL 01785 A7010R2 TYPE 'A' ATCI(000 TYPE B' 100111(01 MIS. 41123(068 TYPE 'A' *111)6082 YSPB '8' _ . 11101)4 (W/• 1418E Warr A8 .A3 A4 52 83 80111 (N) 11048E HECK A$ A3 A4 22 33 - 24' • - - JO'••- .. 62' - _ 4E' . • 64' ..6•0• _ • S • 72' • 710.0 120.0 120.0 1235 120.0 24" 30' 36" 42" 411' 54' 60 85" I 10E' 121.0 120.0 1204 120.0 1204 120.0-. 120.0 120.0 120.0 120.0 100.3 120.0 1200 1230 L 1270 120.0 120.0 120.0 120.0 1220 83.5 { 1.20.0 1200 117.0 1230 107.4 120.0 1203 1200 12120 71.5 107.4 120.0 100.3 120.0 940 1274 120.0 120.0 120.0 627 94.0 120.0 87.0 120.0 61.6 0230 120.0 117.0 1204 00.7 82.8 111.4 784 1174 _ 752 112.0 120.0 1055 1790 50.1 75.2 100-3 702 1053 •364 102.5 1201 06.6 120.0 1 45.0 834 512 6341 956 •- 24`.. •- 36' • 42' -• •44" ' S4' • 'GO. - ' •.138= _ ; - • 120.0 170.0 120.0 120.0 120.0 ! 24' 30' 36' 42' 45' 54' it 114' 015.7 120.0 120.0 120.0 120.0 1204 • 120.0 120.0 120.0 1204 93.0 1200 120.0 1200 • 1220 1157 (20.0 120.0 120.0 120* 70.2 1187 120.0 1109 1204 922 1204 120.0 1204 1200 67.9 101.5 1200 95.0 120.0 50.6 ' 120.0 120.0 (20.0 1204 60.4 89.4 1137 612 120.0 '721. 115.7 129* 105.0 1204 523 762 10 9.5 l 3 7 73 7109 494 • 1.01.1 1200 87.2 1201 47.6 71.2 230 853 993 • 63.1 04.7 1200 854 120.0 24- 30' 35' 42" 48 64' 50' 120' F 112.8 1204 120.0 120.0 (20.0 . .241 •; -]DI : - 39• .< 41' -• ' .: . d8'. - 540- • - :..11.4' 120.0 120.0 120.0 7202 1206 80.2 1230 12013 7210.0 122 1201 1.20.0 - 120.0 1200 120.0 75.2 112.8 1230 100.3 1204 • 107.4 • I20 1 120.0 _ 1204 1704 646 50.7 120.0 00.3 120.0 • 02.1 . • 1206 1200 1300 120.0 534 94.8 1123 79.0 119.E •• 00.8 • 13010 120.11 120.0 • • 1125 100.3 / 120.0 1204 1 50.1 79.2 100.3 70.2 105.3 71.6 107.4 1 I 43.7 677 90.2 612 548 827' - . 88'. 64.6 5410 1209 07.9 117.2 1 1210 12110 • 24" 31'--' - -42' . 9.0' • 1204 120.0 120.0 120.0 120.0 - 120.0 1204 100.3 _ 56:9 75.2 USA 12073 120.0 1240 12)10 120.0 72)10 112* 120.0 1003 122.0 105.3 03.6 120.0 1274 120.0 120-0 120.0 1208 002 90.2 1790 843 1200 54.7 829 108.4 .703 1145 24' 42'. •42'• : 54'. • 90' 120.0 120.0 1203 720.0 120.0 112* 1204 120.0 1209 120.0 940 80.8 18041 110.0 120.0 120.0 1201 (20.0 725 1 105.0 120.0 1179 0200 0233 120.0 02.7 1 54.0 1203 87.5 120.0 55 -4 1 84.8 1126 79.0 1186 51.3 1 759 1025 71.8 107.7 1208 120.0 120.0 1200 (20.0 (08.2. .120.0 88 -9 . 1201) 75.0 1133 661 . 98.5 09.0 _ W.0 53.1 78.5 41.3 72.4 120.0 12(0 4230 120.0 1103 105.2 120.0 120.0 1204 1;g8 1052 120.0 22.9 120.0 5275 120.0 744 111.5 996 57.6 101.4 AttiELECUR SEE SHEET 6 FCR DESCBPSON 131E a (2) ARMORS TYPE 'A' AT FJ931 810E OF I1111LION 02 = (2) ANCHORS TYPE- 8' AT EACH SIDE OF MULLION AO - (J) ANCHORS TYPE 'IC AT EACH SIDE OF NULUON 23 - (3) ANCH015 TYPE '8' AT EACH SIDE OF 14UUJDN 44 ® (4) /14014O45 IYPE 'A' AT TAW SIDE OF MULLION ALT. 02424 PN'.HORS TO BE SPACED AS PER ELESIATION. •• ••• • • • • • • • •• • • • • • • • • • •• ••• •• • 4 • •• • • • • • • • • • • • • • • • • • • • • • • • •-• •• • • • ••• • ••• • •• • • • • •• • • 112751 (w) 4. *1 + 92. 2 Ai Ln9t 04. 90041014.4 Iis*009 F1A PEST 7 CAN sets ,,uN 8 2107 PRODUCIT7BV6(io mmosor•withOmFled ..- ...•• -- Rw4178(%Aa • 2,6411a**74° (skpfal. Dot. .` OR Mu"' AN DI4h*,n I4 L..0 1 6366 0l 1 1 & vain9 no. W03 -64 (shoot 50F 6 ) • 0 • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• 4• •• • • • •• •• • • • ••• • • • d CO OO LC1 . CO TM& AECHUES SEE ELEV. FOE SPACEIG • < . 1EIV MD REEKS ' IP) 4L Mains _ SEE ELM FOR SFSCHi 4. 20Y ifium 91.C(tS T1flO.t ANCHOES -50: CIF.V. FD& SFriCNO TODD BUCKS AND METAL STRUCTURES NOT BY SNRH MOIR/TAUP MUST SLPPIiiT LOWS IAPOSEO BY CLAW/ STSFEN AND TRUISM THEN TO THE BUILOND STRUCTURE. TYPICAL ANGUIORS; SEE ELEV. FOR SPAdNO TYPE A— ,j/4" :]I0. TAPCOWS INTO 2BY 16000 BUCKS OR W000 STRUCTURES 1 -3/6' NMI. PET TRATION INFO WOOD THRU 1BY WOOD BUCKS INTO WESONRY OR ODNC. 1 -1/4' .MIN. EMBED INTO I%1SOMaY CP CONC. TYPE B'— 1/4" DIA. TAPCONS DIRECTLY INTO MASONRY OR CONCRETE I -1/4" MK EMBED INTO MASONRY CR CONCRETE TYPE '8'-• 4 SMs DR 1/4" ST1F DRIL:IIYC SOTREWS TWO METAL STRUCTURES STEEL : 12 2.4. MIN. (Fy o 36 ICSI MIN.) ALUAITA.IN : 1/6° IHK. YIN. (6063 -25 MIN.) (STEEL IN CONTACT VAIN ALLOWINUM TO BE PLATED OR PAINTED) 1W+IGN_ FOIE DL'DPE':F INTO CONCRETE MD MASONRY = 3' MIN. INTO WOOD SIWXTURE 1" MIN. INTO METAL STRUCTURE = 3/4" Mk ••• ••• oo oo ••• • • •• •• ee • • •• • •411 •• •• ••• •• • • • ••• • •• • • • • • ••• • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • • • • r•• • • • • • • ••• • • •• •• • • • ••• • • • ••• •. • _ • •• • • • • • • It • • •• •• RMLM2i.V4 ROOM /148315XPE E7 OAR. 33.18 PROPOCT REVISED eanF$ing adb 8e Mudd' —� Bdldirg pde Eky4ntm Sete 1_IN!'J2 Cowman 14.9 z 1 �� W cit 0E 2 gaa Tt- u. droning rw. W03 -64 tilled 6o! 8 ) - rff1c MENUS r SEE •ELEv. FOR WSW . , ca 7/4• MX. 0 O 0 SHIN 1 1 r 0 Q d 1113 Ali 7 i ii't c ..+arc TR. I /4' IL EXTERIOR • Mg MOTH : y $H1J 1I F FULL LEWIH RENFREGING CHART ON cenota SEWS EETS & 4 GVRSRY DL. OPG SEE »NM RUCf41ZC •• ••• • • • • • •• • DI 01,0.• • _ • • • • • • • • •• 10.10 • • • • 0 • •0 • • • • •• • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • .- s 0 ••• • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 1000 0 • • • • • • 0 , • • 0 0 • •• 00 ••• 0 • SEE `SaRIH IJ EM! FOR DOERIN * NOR AND 0 ILS F� —J L PRODUCTREVISRD c.,nplyir•oAM1IIrc Fluids HdjWbg Coda AiripOarFNDO Pa4(miI uTiL I f i " F I 1 I �� L 1 •• ••• • • • • • •• • DI 01,0.• • _ • • • • • • • • •• 10.10 • • • • 0 • •0 • • • • •• • • • • • • •• • • • • • • • • • • • • •• • • • • •• • • • • • • • • • .- s 0 ••• • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • 1000 0 • • • • • • 0 , • • 0 0 • •• 00 ••• 0 • SEE `SaRIH IJ EM! FOR DOERIN * NOR AND 0 ILS F� —J L PRODUCTREVISRD c.,nplyir•oAM1IIrc Fluids HdjWbg Coda AiripOarFNDO Pa4(miI uTiL I f i " F -- 2109 - -- ITEM + PART 1 imam LB86071(Ce1 MATERIAL AAIS'./9421PIJSR/SRIMB®S 1 5MI -001 AS Kam TIME HEAD /SLL/w90 0003 —T8 SMITH 123U41421 Y S9I -003 As IIEQO. 111ERM39A5E 5SAP —W 6053 —T8 SW1H MCAINTNN S 5191 -009 AS 1it0. FLAT FILER 6083 —TO SMTH MOUMNN 4 S14h002 1/ CAONOR GLASS STOP 51756 —T3 MN MOURTNN 5 SMI -901 AS 1>EOR GUMS CASKET EPOM 79 310 01/CONS IWBEIER PRODUCTS 0 SNI -GCS AS HE90. SE111110 BLOCK (1/4• X 1/2' X 2` LONG} EPON TT 45 FIRM 1DME J 1/4 -20 X 2 -1/4° AS REDO. MUM SCAM 01H NUT & WASHER - AT 0" FOOM ENDS lc 24' ODD. • #I2 II 1 -1/2" 2 Pm 2239h1R MOW ASSEMBLY SOREYS - MX H SELF DRUM 0 0314 -902 - N3IESOE MAI TAPE We X 1/2? - FRAM LO•E/BunnoC 10 095 - 01312240 COMPOUND - - 0012 001WNI 100 005 - SLAMS CONFOUND - PETXIRA 11 - - 0EIHFL02129 vase 51021. 1 -3/10' X 4.1/10' X 1 -3/16' 0 3 /11r 11.111. 12 - - SEP1F0919II10 CHNINEL STEEL 3/4" X 3 -5/E' X 3/4` X 1/6` 14- • IFa —1655 1�- --2229 • tRP1E10EDIATE SNAP—IN 9' LONG AT 6963 • •• • • • • • "POCKET OILLEt9 ® RAZING MCP • • • • • • ••• • •• • ••• • .�• • •••'• •• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • 9l • • . • ••• • • • • • • • • • • • . • •• •• PRODI7GTRovissi) es mmPlp ugsiltiteManila 8uMdh Code. l&pialoo ms Ithaldow Prod drawing no. W03 -64 (shoot Saf Q ) 10/07/2008 12:27 FAX 3057169844 TRITON WINDOW DIST. NOTICE OF COMMENCEMENT A RECORDED COPY MUST RE PEOSTD ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO* SC O- 1 L/1 D TAX FOLIO NO.11 ""205."016-C)12e STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that Improvements will to made to certain real property, and in accordance with Chapter 713, Florida Statutes. the following information is provided in this Notice of Commencement. 12001 /001 1111111 11111111 111111 11111 11111 11111 1111 1111 CFH 2008R07254-108 OR Bk 26554 Pg 46281: tips) RECORDED O?E05E2008 11:15127 HARVEY RIMI #r CLERK OF CST MIANI-DADF COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street / address: I ._..�j 1 r . N,.i� \.,..5 Pb '1 C.q —1 10 J. ¶-1 331,3 2. Description of improvement:. 1 \�c dc.:3(....../ / �► 1`12, +� \,ci_C'C°`;1'yl (14. 3. Owner(s) name and address: interest In property: J c,1.1 F t-I 21.,L,e,K 'nom C4L1 'f\n'LarY jk 4 esi orb 1335 Name and address of fee simple titleholder. 4. Contractor's name and address:'Y.t- , m \i\J in dcc� -Th'k ,- - i hL r5 , Inc , CO 1 '� - 4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is sp Signat Print • ed) f Owner er's Name Sworn to and subsc Notary P Print Notary's N My commission expires: 123.01 -52 PAGE 4 10/04 Prepared by.6:iccanne2. , Address: ECC1 rI, J;� `�i�. f\-\,g iiiiiIIIIIIIIIIMIVIOPIMMTIM F\ Notary Public, State of Florida 1� +I .!. - 14:`l'�'.' + 11,.; �i K.,. My comm. expires Jos 24, 2011 • Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address 1300 NE 94 Street Miami Shores Village, FL 33138- . .......................... ........................... . .......................... Expiration: 04/05/2009 Parcel Number 1132050100120 Block: Lot: Applicant DAVID & JUDE HELLER Owner Infotmation Address Phone Cell DAVID & JUDE HELLER 1300 NE 94 ST MIAMI SHORES VILLAGE FL 33138 Contractor(s) Phone CeII Phone TRITON WINDOW DISTRIBUTORS (305)716 -4900 3305 - 757 -8142 305- 725 -0262 Valuation: Total Sq Feet: Type of Work: WINDOWS& DOOR No of Openings: 29 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $18.00 $6.00 $360.00 $15.00 $9.75 $408.75 OCT 0 7 22008 :1--k 1 IAMI SHORES VILLAGE Total I Amt Paid I Amt Due $ 0.00 Payment Type : $ 0.00 $ 0.00 $ 30,000.00 0 Available Inspections: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . October 07, 2008 Authorized Signature : Owner / Applicant / Contractor / Agent Building Department Copy Date Tuesday, October 7, 2008 1 cVg/e, 40-11eZi Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V\ISOY--)k))0 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Electrical Plumbing (( Mechanical Roofing Owner's Name (Fee Simple Titleholder)v d A ��ne t"[G„ePhone # Owner's Address ` . _ '�— City ta. A 5 rem State \ C>y' t CA GL Zip 3E \ • Tenant/Lessee Name Phone # Job Address (where the work is being done) "aCC. riGl --k--t1 q City Miami Shores Villa • e County Miami -Dade Zip 1� FOLIO / PARCEL # Is Building Historically Designated YES NO 1 Ors Contractor's Company NameTr r � � � V 1�C�C1S�1� Ph one 1 OO Contractor's Address C)Cj\ ®'( Y",% \ — - cp ) ('L City �i� c`1 State Zips' CCJ Qualifier Name A \ E'G�1 C\�(� A r3,3 e, Phone # ,3(-)5) \ 6 - ci (X )- State Certificate or Registration No. Architect/Engineer's Name (if applicable) Certificate of Competency No. Value of Work For this Permit $ 50/ 000 Type of Work: ['Addition Describe Work: ❑Alteration Phone # (0. 65 340 Square / Linear Footage Of Work: (#5-15 [New g Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** � ,.11 Submittal Fee $ Permit Fee $ � 0) Technology CCF $ IUD CO /CC Notary $ Training/Education Fee $ (. 0) Technology Fee $ q, 75 Scanning $ I $ DPBR $ Zoning $ Bond $ n o Double Fee $ Structural Review. CSC Z4� MIAMI SHORES VILLAGE Total Fee Now Due $ -108.15. See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comm • • ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1 bsence of such posted notice, the inspection will not be approved and a r- inspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this Zt1 I r,, day of_ Jul` ,204 ,'by�ot^2. I /NCI\ 1(e Ube Y, who is personally known to me or who has produced l= L • v i vc — tJ-- identification and who did take an oath. NOT B C: 7it_ re.— •� The foregoing instrument ontractor acknowledged before me this 6/ SHABBkR JAWAID a Commission/I 00688386 2011 My Commiss'on Expires: * * * * * * * * * * y comm. e NOTAR u to me or who h produced as identification and who did take an oath. UJ—I _�. ► A :4; }, :. .:iv2,-.1.A� ri ALfil• ll ►—J ifall �r My Co , t r fission Expires: 66 V LS/� (� LL. CD 0 CD U d N 4i N c j> E O > d zz ? C;3> '0 3.•bo, d II h , oll . 1 �'. 1 u ON . SSC )rids Sign: X33 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) * * * * * * * ** Plans Exam Engineer Zoning m Date: q/c/o Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 8-/ Job Name: Aiale/L Page 1 of 1 Building Critique Sheet Provide Design Pressures for all openings to receive new windows /doors Pressures can be obtained from the 2004 FBC Tables 1609.6.2.1(2) & 1609.6.2.1(4) or by a signed and sealed Wind Load Chart prepared by a Professional Engineer or Registered Architect. Claudio Grande CBO 305- 795 -2204 1,7 MAXIMUM OVERHANGS OVERHANG WITHOUT RETURN LEDGER BOLTED TO THE TIE BEAM (BY BLOB) (MA( tag QMITTIO FOR. D.N. 24 *) OVERHANG WITH RETURN GRADE OF 18 PSF SOFFIT 2 PSF SOFFIT . LUMBER 2X4 . 2X8 2X4 .. ZC6 _ No.ZNO 18 SP 2-8-3 3 -18-11 2- 84 4'2-9 Not 19 SP 2-9-15 4 -9-11 2 -10.0 4-4-11 No2D 19 SP 3-9-2 4-4-7 3-0•Q 4-8-12 No.1ND 19 SP 3-9-2 4-5-0 3-0.0 4.8 -11 No.1 19 SP 3-1-11 4-7 -15 ' 3-0-0 4.9.13 1 WO 19 SP 3-33-3-0 4-9-10 3±8 4.10 -15 NOSS 19 SP 3 -2-4 5-042 3.0'0 , . A -9-13 , SS 19 SP 34-0 5-1-5 3 -4.6. 4 -to•t5 OSS 19 SP . 3-3 -0 , 5-2-4 844 . <.40' t-1EI5 , -- 1. DESIGN MECO= FOR 146IPW WM LOAD. 2. STRESS INCREASE - 33 ,c. _jL FLORIDA BUILDING T.C. 2 x4 No.2 13 $P TOP 30 16 COLE 2001 LC. 2 x 4 No.2 1S SP BOTTOM 0 10 Webs 2 x 4 No.3 16 SP SPACING: 24OC. STRUCTURES USA, INC. (30d) 740 -dli7Y "Ow DWSN IS SUPPLY ALL IOIO OP STEMS SONMOO'O' Re Nuns: 14x4rtaxo OrwhuO. (Nov 2904)J44 Shod: Mmartpn Owfibp REMBERTO consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) APPROVED FOR STRUCTURES USA. INC. Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: BEJAR CONSTRUCTION. Deliver To: 1300 N.E. 94TH ST. MIAMI, FL. Deliver To Address3 Tentative Delivery Date: Truss List Job Page: 1 of 1 Date: 6/11/2007 Protect 7E57 Account No: Designer. mtm Salesperson Quote Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0001 Total: 1 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98per FBC 2001 Wind speed 146 mph.Exp. -C Category II: Importance factor =1.00 Quan Truss 11 T1 Quan Truss Quan Truss Or? Quan Truss REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 6674797 (Florida PE, 21522) v JUN 1 1 2007 JOSE A. SANCHEZ P.E. CONSULTING ENGINEERS SHOP DRAWING VIEW NO EXCEPTIONS TAKEN [[�9'' REJECTED COTE COMMENTS 0 RE- SU6MI" Cl Corrections or comments made on shop dry 'ngs during this review do not refieve contractor from compliance with requirements of drawings and specifications. This check is only for weal conformance with deign concept and general compliance with the information in the contract documents. Contractor is responsible for Con PS'Prti ;- and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his Work with that all other trades; and performing his work Ina safe and s tisfacfory manner. This approval represents. our review of this submission of this document only for thoSe r1-1.odificat;ons requested herein or in previous s:)bmissicns or as specifically noted by Cont in this submission. Any other modification to this drawing by the Contractor of pre- reviewed material is specifically di p,,'oved. It is understood that Engineers notation on submittal is not 'o be construed aethorization for additional work o DATE: BY: • JUN 1 1 2007 To: BEJAR CONSTRUCTION. Production List Job Number: Page: 1 Date: 06 -11 -2007 - 11:57:12 AM Project ID: 7E57 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 1300 N.E. 94TH ST. MIAMI, FL. Account No: Designer: mt m Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: --� i �,1 �-- 11 Ti 151 lbs. each 27 -2 -4 2X4/2X4 DUALPITCH 2.36 0.00 3 -0 -0 3 -0 -0 75 BF -Ea 821 Total REMBERTO Consulting 30 CONTRERAS, Engineer CivilStructural N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (30 667 -6797 (Plotkin P.E. 21522) P.E. • JUN 1 1 2007 Job Truss Truss Type Qty Ply BEJAR CONSTRUCTION 7E57 T1 DUAL PITCH 11 1 Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.600 s Mar 8 2007 MiTek Industry, Inc. Mon Jun 11 11:58:50 2007 Page 1 -3 -0-0 3 -7-4 6 -11-0 10 -2 -12 13-6 -8 16 -10 -9 20 -2 -10 23 -6 -11 27 -2-4 I 30 -2-4 3-0 -0 3 -7-4 3-3-12 3-3-12 3-3-12 3-4 -1 3-4 -1 3-4 -1 3 -7 -9 3-0-0 31 -02X4SS 2x4 3x4 5 2.38 12 4x7 = 2.34 12 8 3x4 = 521B g 4 No.2 -4 -10-5 Not - 4214.1 7 ��a 8 8 3x4 10 3x4 11 2x4 12 SS -12-01$ 2;:000000000611 y 1- 722X. -03-2 -- • 9E4 11 ." . . m, - .: ► 4x9 7x10 11 5 -3 -2 5-3 -2 21 20 3x4 = 5x8 WB= 10 -2 -12 4 -11 -10 19 3x8 = 16 -10 -9 6 -7 -13 Seale = 1:41.3 1, 14 2x411 �� '111 .3 -03-2 2x4 11 18 17 18 3x8 5x8 WB= 21 -10 -11 5-0 -2 3x4 = 27 -2-4 5-3 -10 7x10 11 Plate Offsets (X,Y): [1:0- 2 -0,0- 2 -12], [2:0- 5- 11,Edge], [14:0- 5- 11,Edge], [15:0- 2 -0,0 -2 -12] Continued on page 2 HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the Installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPi does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright @ by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. TRUSS STORAGE Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. moil break bandlfl , indC trusses Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 ff Web Men) Tag Line 60° or l I Approximately Approximately '/s truss length '/2 truss length Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately '/z 10 35 truss len, Spreader Bar Toe In Less than or equal to 60' Approximately '/2 to i5 truss len . h MECHANICAL INSTALLATION Tag Line Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une Toe In Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar At or above mid -height Tag Une 10' MO I Approximately i5 to truss length Strongback/ Spreader Bar Greater than 60' 10' 1 0' Approximately ,1 35 to 3 truss length Greater than 60' GROUND BRACING:BUILDING INTERIOR 'GROUND BRACING: BUILDING EXTERIOR GBp/ Top Chord - �' LBT Typical vertical attachment Blocking Plan End Wall Si Ground brace vertical (GBV) • To • Chord ` < GBV Ground Brace Verticals (GBV) Ground brace lateral (LBG) Gr brats �\ ',trues of br: lateral (LBp) - group a! truss i / Ground brace. diagonals (GBD) Note: 2nd floor system ahaU have adequate capacity to support ground braces. —2nd floor Backup ground stake ----, 'arbor Driven ground stakes - Strut (ST) Typical horizontal tle member with multiple stakes (HT) b�rac Frame 2 12 4 or greater SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' • 4/12 8' 20 15 Over 32' - 48' _ 4/12 _ 6' 10 7 Over 48' - 60' 4/12 _ 5' 6 4 Over 60' _ See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir 10' or Greater r Top chords that are laterally braced can buckle togetherand cause collapse NtlrereIrmo diago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to thetopside of the top chord. PITCHED TRUSS SPAN MINIMUM ` - PITCH DIFFERENCE TOP CHORD : LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL SPACING (DB5); [# trusses'" SP /DF SPF /HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace -- . Required All lateral braces lapped at least 2 trusses. 12 s It MI AI/ /�/ INEWAINIr AMMI 41.11r Il/'d/W 411111/ //Or tee/ Top chords that are laterally braced can buckle togetherand cause collapse Nthere is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Frame 3 SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (Des) [Se trusses] SP/DF SPF/HF 15 Up to 32' 4/12 15' 20 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional enipneer DF - Douglas Flr-Larch HF - Hem-Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF Spruce-Pine-Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE - recommendatlon Cross bracing repeated at each end of the building and at 20' intervals. Permanent continuous lateral bracing as specified by the truss engineering. , 7 ' WEB MEMBER PLANE Frame 4 4x2 PARALLEL CHORD TRUSS:TOP CHORD I SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (Des) [# trusses] SP /DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42' 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce - Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse tithere le no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord \ Required 7 . Lateral Brace N. 10° or Greater h, > Attachment Required 20 yDes1 30' or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are esiOntftd, stability and must be duplic'at� both ends of the truss system. Top chords that are laterally braced can buckle togetherand causecollapse ifthere Ienodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 15 1y Continuous Top Chord \\ Lateral Brace Required 10' or Greater Attachment Required 30yDes) End diagonals are essenttatfor stability and must be duplicated art both ends of the truss system. Frame 5 L.i 31 /za Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir 12 3 or i 8, greater / f<9\ / ' N e/ 7 All lateral braces Zapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand cause collapse if there fano diago- nal bracing. Diagonal bracing should be naffed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS 10' or Greater PLUMB Truss Depth D(in) ever Lesser of D /50 or 2" Jura do follo ar these recommendations could r ul �t In o damagdto trusses buHdings a INSTALLATION TOLERANCES D(in) 13/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' 'f 1/4" Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T Length L(in) BOW L(In) } Lesser of L/200 or 2" L(In) L(in) 11200 L(ft) 50" 114" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Lesser of 11200 or 2" L(In) 11200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. • DANGER; Under nog clrcumstances should construct]onloads of anydescrlptlon beplaced on unbraced trusses. • s Frame 6 Job 7E57 Truss T1 Truss Type DUAL PITCH CILY 11 Ply 1 BEJAR CONSTRUCTION Job Reference (optional) BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.600 s Mar 8 2007 MITek Industries, Inc. Mon Jun 11 11:68:60 2007 Page 2 LOADING (psf) TCLL 30.0 TCDL 20.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2001 /ANSI95 CSI TC 0.82 BC 0.92 WB 0.29 (Matrix) DEFL In (loc) Udefl lid Vert(LL) 0.5618 -19 >578 360 Vert(TL) -0.60 18 -19 >542 180 Horz(TL) 0.15 14 n/a n/a PLATES GRIP MT20 244/190 Weight: 152 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2-6-14 oc purlins. 1-6 2 X 4 SYP SS, 10-15 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 3-4-11 oc bracing. BOT CHORD 2 X 4 SYP No.2 WEBS 2X4SYPNo.3 OTHERS 2 X 4 SYP No.3 SLIDER Left 2 X 6 SYP No.2 1-11-12, Right 2 X 6 SYP No.2 1-11-13 REACTIONS (Ib/size) 2=1928/0-8-0, 14=1928/0-8-0 Max Horz 2=1(LC 2) Max Uplift2=- 1815(LC 2),14= 1815(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/11, 2-3=-3874/2702, 3-4=-3764/2656, 4-5=- 4193/3020, 5-6=- 4151/3147, 6 -7=- 4112/3158, 7-8=- 4138/3229, 8 -9=- 4150/3239, 9 -10= -4124/ 3167,10 -11= -4162/ 3157,11 -12=- 4215/3036,12 -13=- 3785/2673, 13- 14= 3893/2718,14- 154/10 BOT CHORD 2-21=-2364/3571, 20 -21= 3095/4373,19 -20= -3095/ 4373,18 -19= 2356/3407,17 -18= -3113/ 4395,16 -17=- 3113/4395,14 -16= 2382/3592 WEBS 4-21 =- 479/633, 5-21= 393/484, 5 -19==- 457/341, 7 -19= 291/310, 8 -19=- 608/944, 8 -18=- 619/957, 9 -1 294/314,11 -18=- 467 / 349,11 -16= 391/483,12 -16=- 477/633 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =10ft; TCDL4.Opsf; BCDL4.Opsf; Category 11; Exp C; enclosed; C-C Comer(3) - 2 -11 -11 to 1 -0-5, Exterior(2) 1-0-5 to 9-6-8, Comer(3) 9-6-8 to 13 -6-8, Exterior(2) 17-6-8 to 26 -1 -15; Lumber DOL =1.33 plate grip DOL =1.33 Plate metal DOL =1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1815 Ib uplift at joint 2 and 1815 Ib uplift at Joint 14. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-8=-100, 8-15=-100, 2 -14=20 2) C -C Wind: Lumber Increase =1.33, Plate Increase =1.33 Pit. metal =1.33 Uniform Loads (plf) Vert: 1-2=179, 2- 8=106, 8-14=106, 14-15=179, 2-14=-12 Horz: 1-2=-197, 2- 8=- 124, 8-14=124, 14-15=197 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p1f) Vert: 1-8=-100, 8- 15 =-40, 2 -14=20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 8=-40, 8 -15 =-100, 2-14=-20