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RC-15-1558 (2)• 1 r MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 •n•:w.mecaenterrrisss.corn Date Company Name Address City State File Location: : 8/26/2015 : Arcon Engineering Group, Inc. : 1175 N.E. 125th Street Suite 2 : Miami : Fl L:\AMALFI 1090 N.E. 105 STREET -LEVEL Directional Procedure All pressures shown are Basic Wind Speed(V) Structural Category Natural Frequency = Importance Factor = Damping Ratio (beta) _ Alpha = At = Am = Cc = Epsilon = Slope of Roof Ht: Mean Roof Ht = RHt: Ridge Ht = OH: Roof Overhang at Eave= 2 Bldg Length Along Ridge = Project No. Designed By Description Customer Name Proj Location 1.wnd : 2015-01 : Arshad Vigar : renovation : Amalfi : 1090 N.E. 105st. Street Miami Simplified Diaphragrm B :zilding (Oh 27 Part 2) Design, with a Load Factor of .6 based upon ASD 175.00 mph II N/A 1.00 0.01 9.50 0.11 0.15 0.20 0.20 3.2 : 12 12.00 ft 14.00 ft 1.33 ft Exposure Category Flexible Structure = No Kd Directional Factor = 0.85 C Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area - 900.00 ft - 1.00 - 0.65 • 500.00 ft - 15.00 ft • 14.93 Deg = Gabled = 10.00 ft = 3439.00 ft^ 38.00 ft Bldg Width Across Ridge= 32.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: l*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 ;";'; 0.85' • Analysers •'• •• • .... • r 0000 • • S. •• 0.85 •....• 15:00'1.t 0.23" 427.06' ft 0:93•:. 0'89 .. . .... Table 26.11-1 Internal Pressure Coefficients for Buildings, GCipi • GCPi : Internal Pressure Coefficient •• . +/-0..1.8• •. • .. • Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure • • • • 3.96 - 1.00 • 175.00 mph MWFRS-Wall Pressures for Wind Normal to 32 ft wall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: pl: pwh: pw0: Side wall pressure acting uniformly outward = .56 * ph = Leeward wall pressure acting uniformly outward = .36 * ph= Windward wall pressure acting uniformly outward = ph-pl = Windward wall pressure acting uniformly outward = p0-pl = 1.19 37.76 psf 37.76 psf 21.10 psf 13.57 psf 24.19 psf 24.19 psf Lg• (S_ MWFRS-Wall Pressures for Wind Normal to 38 ft wall L/B ph: Net Pressure at top of wall (windward + leeward) p0: Net Pressure at bottom of wall (windward + leeward) ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = See Fig 27.6-2 for Parapet wind ressures Roof Pressures See Table 27.6-2 Mean roof Wall Pressures See Table 27.6-1 evatien Plan 0.84 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf 00110 •• • • .•.. • •• . •. • • .. • • ... • Net Wind Pressures on Roof (Table 27.6-2),!••• • Exposure Adjustment Factor Zone 1 2 3 4 5 Load Casel Load Case2 psf psf - 34.04 - 24.16 - 36.05 - 32.18 - 26.37 6.16 -7.83 .00 .00 .00 ...• •••.•• • • •• •• • • • • • • . • . . .• • • • •••. • • • • • • . •• • • • • • ••• • • • • • • Note: A value of '0' indicates that the zone/load case is not applicable. Gabled Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 = -25.53 psf Povh3: Overhang pressure for zone 3 = -27.03 psf Load Case 2: Povhl: Overhang pressure for zone 1 = 4.62 psf Povh3: Overhang pressure for zone 3 = .00 psf pros tr rr3 as p or Direciton ... • • .... . • . e• • • •• • . . •... .... .... • • • . . • • . .. .. .... . •••• • . . • • . • . . .. . • . • • • • • . MECAWind Version Developed by MEGA Enterprises, Inc. Date : 8/26/2015 Company Name : A:con Engineering Group, Inc. Address : 1L75 N.E. 125th Street Suite 2 City : Miami State : F:' - File Location: L:\AMALFI 1090 N.E. 105 STREET - Root not shown �4r a 5 2.1.1.4 ASCE 7-10 Copyright 2015 - .: gin: Project No. 2015-01 Designed By : Arshad Vigar Description : rtaovation Customer Name : Amalfi Proj Location : 1090 N.E. 105st. Street Miami LEVEL 1.wnd Wind Pressure on Components All pressures shown are based upon a; iI•-)L 4.. I 11 -J I I y Gable- Roof 7 < 8 <= 45 and Cladding (Ch:•33•par ..'I). ASD Design, with a Lop••P ctor•a"•..•. 6 • 3.�•�•• •••• Ma» P •Min w•••:& GCp GCp psf psf 6 Width of Pressure Coefficient Zone "a" = Description Width Span Area Zone Max Min window window window window window door 1 door 4 door 5 door 6 garage ft ft ft^2 01 lev. 1 02 lev. 02 1ev. 1 03 lev.:_ 05 lev. 1 lev. 1 lev. 1 1ev. 1 lev. 1 door 8 9.16 6.00 55.0 5 0.87 -1.14 6.16 3.25 20.0 4 0.95 -1.C5 6.16 3.25 20.0 5 0.95 -1.29 9.25 3.25 30.1 4 0.92 -1.C2 3.06 3.25 9.9 4 1.00 -1.10 6.00 6.67 40.0 4 0.89 -0.99 3.00 6.67 20.0 4 0.95 -1.05 12.00 6.67 80.0 4 0.84 -0.94 6.00 6.67 40.0 4 0.89 -0.99 14.00 6.67 93.4 5 0.83 -1.06 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V"2*Khcc*Kht*Kd . , •••• 3,6r -44.'x • 3r2r:-41.64 • 3/.24 •-50.:444:• 3/.1e•-40.58 40!85 •-43.46 ••• 36.44 -39.1.4' 38.25 -41.64 34.64 -38.03 36.44 -39.84 34.24 -42.00 = 0.85 33.94 psf • • MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015wivw.mecae,terpri.�e........ti.com ........................................................................................................ Date : 8/26/2015 Project No. : 2015-01 Company Name : Arcon Engineering Group, Inc. Designed By : Arshad Vigar Address : 1175 N.E. 125th Street Suite 2 Description : Renovation City : Miami Customer Name : Amalfi G. State : Fl Pro] Location : 1090 N.E. 105 Street- Miami Sh File Location: L:\amalfi 190 the last version level 2.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency ,= N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4.68 : 12 Slope of Roof(Theta) = 21.29 Deg Ht: Mean Roof Ht = 20.50 ft Type of RCTof = Hipped •RTIC•:• Ridge Ht = 23.00 ft Eht: Eave Height = 18.00 ft OH!• Roof.Oyerklang at Eave= 1.33 ft Roof Area = 1128.00 ft^ • E. • • •• • • •134Ig Len(Itt•Ntong Ridge = 39.17 ft Bldg Width Across Ridge= 23.00 ft • • • Gust•Factet•E€tegory I Rigid Structures - Simplified Method .U•usMt: Fot•Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 •••• Gu t•Factweeategory II Rigid Structures - Complete Analysis • Zrp: 0..64Yt. = 15.00 ft • • ]•zm: • Cci* t33'Zm) ^0. 167 = 0.23 • • •J- !; 1*(•Zm/Z3)^Epsilon = 427.06 ft • • a:. • (1•/ rki!5. 63* ((B+Ht) /Lzm) ^0.63)) ^0.5 = 0.93 pt.W: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 • • Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 6.77 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 23 ft wall L/B = 1.70 ph: Net Pressure at top of wall (windward + leeward) = 36.89 psf p0: Net Pressure at bottom of wall (windward + leeward) = 36.21 psf ps: Side wall pressure acting uniformly outward = .61 * ph = 22.51 psf pl: Leeward wall pressure acting uniformly outward = .3 * ph = 11.16 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 25-.72 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 25.05 psf 4t/4g. Zg' IS MWFRS-Wall Pressures for Wind Normal to 39.17 ft wall L/B = 0.59 ph: Net Pressure at top of wall (windward + leeward) = 40.59 psf p0: Net Pressure at bottom of wall (windward + leeward) = 39.93 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.92 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.42 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 25.16 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.51 psf See Fig 27.6-2 for Parapet wind ressures Roof Pressures See Table 27.6-2 Mean roof h .... • • aPPressuros • • $ee Table x'. . • ' . • • • • • • • • • . .••. . . •.•• •• ...p•• • • • • • . . • • . • • • M • • • • . • • • . ••• • . •. • • • Exposure Adjustment Factor Elevation Plan Net Wind Pressures on Roof (Table 27.6-2): Zone 1 2 3 4 5 Load Casel Load Case2 psf psf - 29.63 -26.52 - 40.72 - 36.29 - 29.78 13.24 -12.17 .00 .00 .00 1.000 Note: A value of '0' indicates that the zone/load case is not applicable. . • . . • • • .. Hipped Roof Roof Overhang Loads (Figure 27'5-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 'edgicpr ss. iron Zones or 3 as applicable \ImeiIt ...• • • .... .. . . . • .... . . . • • • .. . • . ••.. • . . •.. • •... • . . •.•. .. •. . • . •• - -22.22 psf - -30.54 psf - 9.93 psf .00 psf • • MECAWind Version 2.1.1.4 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2015 www.mecaenterpr.ses.cor .................................................................................................................. Date : 8/26/2015 Project No. : 2015-01 Company Name : Arcon Engineering Group, Inc. Designed By : A4shad Vigar Address : 1175 N.E. 125th Street Suite 2 Description : Renovation City : Miami Customer Name : Amalfi G. State : F1 Proj Location : 1090 N.E. 105 Street- Miami Sh File Location: L:\amalfi 190 the last version level 2.wnd .... . . ... . .. . . . • •0000 a Hip Roof 7 < 8 27 . • . • • .... . • ..... . ...• • •Winad..ressure on Components and Cladding (Ch 30 Part 1) •:.A.il pressures shown are based upon ASD Design, with a Load Factor of 6 • •� . • . • Descriptiron • ... • •_a I • • • • •• Width of Pressure Coefficient Zone "a" = 3 ft Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf • window 05 lev. 2 window 05 lev. 2 window 07 lev. 2 door 9 lev. 2 door 9 lev. 2 window 07 lev. 3.06 3.25 9.9 4 1.00 -1.10 42.77 -46.40 3.06 3.25 9.9 5 1.00 -1.40 42.77 -57.27 2.16 3.25 7.0 4 1.00 -1.10 42.77 -46.40 3.00 6.67 20.0 4 0.95 -1.05 40.85 -44.47 3.00 6.67 20.0 5 0.95 -1.29 40.85 -53.42 2.16 3.25 7.0 5 1.00 -1.40 42.77 -57.27 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.91 Qhcc:.00256*V^2*Khcc*Kht*Kd = 36.25 psf MIAMWADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) HOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www, miannidade.gov/economy DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Steel Roll -up Door up to 14'-0" Wide APPROVAL DOCUMENT: Drawing No. 97-30, titled "Rolling Type Garage Door", sheets 1 and 2 of 2, dated 07/30/1997, with revision I dated 08/08/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. LIMITATION: This door has not been tested for air infiltration. 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 charrip.liale materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of and product, for sales, advertising or any other purposes shall automatically terminate, this NOA. Failure to comply Stith an: SircJ Ji of this NOA shall be, cause for termination and removal of NOA. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,'1rotida and followed by the: expiration date may be displayed in advertising literature. If any portion of the NOA is dispiayed,•then it••sttttil ko done in its entirety. .... • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactucel-•arit•s distriNtelissand • shall be available for inspection at the job site at the request of the Building Official. •' • • This NOA revises and renews NOA # 12-0110.10 and consists of this page 1 and evidence pager r§ well as approval document mentioned above.•• • • • The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • :•• • • • NOA No.14-1014.14 Expiration Date: January 22, 2020 Approval Date: December 31, 2014 (r 1•4 Page 1 .•• • . MIAMI•DADE COUNTY APPROVED DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 97-30, titled "Rolling Type Garage Door", sheets 1 and 2 of 2, dated 07/30/1997, with revision I dated 08/08/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-1210.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Forced Entry Test, per SFBC 3603.2, Along with marked -up drawings and installation diagram of a Roll -up Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2637, dated 11/09/2009, signed and sealed by Candido F. Font, P.E. 2. 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 a Roll -up Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2638, dated 11/09/2009, signed and sealed by Candido F. Font, P.E. 3. Test report on Tensile Test of 20 Gage Galvanized Steel per ASTM E 8-01, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-09-T140, dated on 11/09/2009, signed and sealed by Candido F. Font, P.E. C: CALCULATIONS 1. Structural and anchor calculations prepared by Al-Farooq Corporation, dated 08/07/2014, signed and sealed by Javad Ahmad, P.E. 2. Calculations of 14' Rolling Steel Door, prepared by AI-Farooq Corporation, dated 10/17/2008, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 08-1106.06" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC add np•gnanciAl interest issued by Al-Farooq Corporation, dated 08/07/2014, signed anal%eared by Javad Ahmad, P.E. • . • • . • "Submitted under NOA # 12-011010" . •••• • •• 2. Statement letter of code conformance to 2010 FBC and no financial interesl.prepac odsh Al- Farooq Corporation, dated 10/27/2011, signed and sealed by Javad AhiFtilbP, . • ••••• .. • . • • E -1 • . Aar4os M. Ustrem P.E. Product ControL)<zaMmer NOA No. 14-1014.14 Expiration Date: January 22, 2020 Approval Date: December 31, 2014 • Rj SLAT 20 CA. COLD FORMED STEEL (ASTM A446) MIN. YIELD STRENGTH OF 50000 PSI GALVANIZED ACCORDING TO ASTM A-525 WITH A COATING DESIGNATION OF G-90 EXTERIOR AND INTERIOR WIND LOCK MALLEABLE IRON WITH A GALVANIZED FINISH 20 GA. _ RIPPED FLAT SLAT 3/8" DIA. HEX HEAD BOLT 2/ BRACKET • 4" O.C. 1-1/2" X 1-1/2" X 1/8" STEEL ANGLE 8" LONG JL WEATHERSTRIPPING END BRACKET DETAIL 20 GA. RIPPED FLAT SLAT 2" X 3/16" STEEL BAR CONT. 3/8" DIA. HEX HEAD BOLT _ 0 12" 0.C. WEATHERSTRIPPING EIt! CASTAL I 0 IN LOT • E ir • • • • BOTTOM BAR DETAIL • • •• • • • ••• •• • • • •• ••• • • L,/4" it. STEEL:VETS • •d/ LO • •• • •• • • ••• •• • • WIND LOCK DETAIL ••• ••• • • • • • • • •• •• G • ••• • • • s• SLIDE LOCK DRUM ASSEMBLY •II• MAX. DOOR WIDTH = 14'-0" ENO BRACKET BOTTOM BAR - INTERIOR ELEVATION GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. GUIDE AND WALL ANGLES SHALL CONFORM TO ASTM A-36. 4. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 5. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 6. SLIDE BOLT (1/4" THICK LATCH) IS INSTALLED AT EACH ENO BOTTOM, AND SHALL BE ENGAGED DURING HURRICANE WINDS. 7. ALL WELDING TO CONFORM TO AWS LATEST REGULATIONS AND F.B.C. USE E70XX ELECTRODES AND 3/16" FILLET SIZE. DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202, TAS -201 & TAS -203 FOR HVHZ. . DOOR HEIGHT MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN OR SMALLER) - 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr: JAVA° AMMO CML FLA. PE '% 70592 CAN .i 3538 AUG 101014 PRODUCE REVISED ▪ complying with It. Florida B uilding Code Acawrre. P4• - Oro :4 ! 0 t 2 207,, 0 8 °r CR arU2 8 paao N cog Q. LL 4612� co 0 o! o 0 D W t7 W Q (2 L 1 z�; ? z� CD 03W W (/) 1 03 2 o C9 O zo Z u7 A n 0 < N a Cr 9 '11 0 ;I2I v.' 812 o c 4iu 0 S.. Li (-Crowing non 97-30 sheet 1 of 2 • • • ••• • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • •• ••• • ••• •. ••• • o 4" 1/2" DA. KWIK BOLT _2-1/4" MIN. EMBED. 4" MIN. EDGE DIST. IN 3000 PSI CONC. 1, L A v vA `K\ \\ \ a^ TDP. EDGE 01ST. V e MAXIMUM ! BOLT SPACING -INCHES DOOR WIDTH UPTO 50 PSF!UPTO 60 PSF 10 FT. 12 12 FT. 12 14 FT. 12 MAXIMUM ANCHOR SPACING -INCHES DOOR WIDTH 'UPTO 40 PSF UPTO 50 PSFUPTO 60 PSF 10 FT. I 12 12 I B 12 R. 12 i 7 5 14 FT. 1 8-1/2 2-1/2 4 IIP. (4) 1/2" X I-1/2" NH BOLTS 2" O.C. AT TOP OF TRACK ADDITIONAL 3/8" X 1-1/2" HEX HEAD BOLY O 12" O.C. TDP. ALTERNATE 3/16" X 2" WELDS AT 12" 0.C. / / / CAST IRON WIND I OCKS ON ALTERNATE SLATS -1" X 1/2" WINDLOCK BAR 3/16" WELD 2" LONG O 12" O.C. BOTH SIDES \\ 2" X 3" X 3/16" STEEL ANGLE DOORS IMPACTED ON OUTSIDE ONLY V EXISTING STEEL - WINO LOCKS ATTACHED WITH (2) 1/4' DIA. STEEL RIVETS OUTSIDE /// // // // // // 1/2" DA. MACHINE BOLTS TAPPED IN 1/4" MIN. STEEL WELD OPTION: GUIDE ANGLE SECURED TO MIN. 1/4" THICK STEEL STRUCTURE WITH 3/16" WELD 0 12" O.C. 12 FT. 1" 14 FT. 1-1/4" SCHEDULE 'A' MAXIMUM WELD LENGTH DOOR WIDTH INCHES 8-10 FT. ; I.,__-- SLIP VAVANIFFIJIIIV/7/ 1 TYP. SEE SCHEDULE 'A C Zvi A, 'Z' GUIDE DETAIL CONC. WALL WELD OPTION SAME AS 'E' GUIDE / 1-1/2" ANCHOR SAME AS 'E' GUIDE (4) 1/2" X 1-1/2" HH BOLTS/ 2" 0.C. AT TOP OF TRACK ADDITIONAL • 3/8" X 1-1/2" HEX HEAD BOLT' O 12' O.C. TYP. ALTERNAlg 3/16" X 2" WELDS AT 12" �. .• • •• • \ •.• • • • • • •• -CAST IRON WINO LOCKS ON ALTERNATE SLATS • INSIDE GUIDE DETAILS CAN BE USED IN ANY COMBINATIONS. rI" X 1/2" WINDLOCK BAR 3/16" WELD 2" LONG • 12" O.C. BOTH SIDES 2" X 3'X3/16" • •STEELAIGLE t _ • • • • • .•.//_//•/ if/is).• ••• • • 'z" Gro: DE:AIL • • ••loTEEL•TRUCirE •• • • ••• • • •• • OUTSIDE INSIDE iiik,.._ _ , 'E' GUIDE DETAIL STEEL STRUCTURE ANCHOR SAME AS 'Z' GUIDE EDGE DISTANCE 2" 'E' GUIDE DETAIL CONC. WALL a MAXIMUM li SLIP DOOR WIDTH INCHES 8-10 FT. 12 FT. 14 FT. 1/4" 3/8" 5/8" 3/8" X 1-1/2" HEX HEAD BOLT • 12" O.C. TYP. AND FOUR ADDL. 1/2" X 1-1/2" H,H. BOLTS • 2" O.C. AT TOP OF TRACK 3-1/2" X 3-1/2" X 1/4" STEEL ANGLE SHEAR SUPPORTING STRUCTURE MUST BE DESIGNED TO SUPPORT SHEAR & TENSION FORCES AT EACH JAMB. FOR DESIGN VALUES OF SHEAR & TENSION SEE SCHEDULE. iT ARCH./ENGR. TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE. 1•8 0 FORCES ON GUIDE/FT. MAXIMUM I DOOR WIDTH TENSION60' PSSFHEAR 10 FT. I 320 744 12 Ff. I 380 1254 14 FT. I 440 1410 3/8" X 1-1/2" HEX HEAD BOLT • 12" 0.C. TIP. AND FOUR ADDL. 1/2" X 1-1/2" H.H. BOLTS 0 2" O.C. AT TOP OF TRACK Engr. JAVA° AHM4AD CML FIA. PE' III 7y05002 Clt J101'q r nll PAODUC E REVISED orrredrine with the Florida Code Aeroplane, w 04 /4 Prodoc Cateol r z n 017. W g RgO q cc O � 0.222 aacfg o H Q�'f;O al v1 _I .1 Cr oo 0 t' o W W .< 0 (') 03 01 W (/) 01 G) I , a I Oz c3 : C2 0 = Cr Z m ON • J ' O N ct 0 0 A 6 to O V . 5 8 r� m l'' drowing no. 97-30 . sheet 2 of 2 , ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • a 6 • • • • • • • • • •• •• ••• • • R R W Building Consultants, Inc. B Consulting and Engineering Services for the Building industry P.O. Box 230 Valrico. FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Certificate of Independence RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. Lyndon F. Schmidt, P.E. FL No. 43409 April 1, 2015 • .. .• . . • . . .... • . . . .... • . . • . ..• .. .... . • . • . • • . . • • . • . .. . • ... . R:tAdmin Docs\FBC Templates\Certificate of tndependence.doc Sheet 1 of 1 R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry P.0. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No, 9813 April 2, 2015 To Whom It May Concern: FL -14996 Equivalency of Standards ASTM D 635-96 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 635-96 is equivalent to ASTM D 635-06, which is the reference standard and year that has been adopted by the 5'h Edition (2014) Florida Building Code. ASTM D 638-96 Equivalent to ASTM D 638-03 The products referenced in this Product Approval have been tested in accordance with ASTM D 638-96. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 638-96 is equivalent to ASTM D 638-03, which is the reference standard and year that has been adopted by the 5th Edition (2014) Florida Building Code. ASTM D 2843-93 Equivalent to ASTM D 2843-99 The products referenced in this Product Approval have been tested in accordance with ASTM D 2843-93. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM D 2843-93 is equivalent to ASTM D 2843-99, which is the reference standard and year that has been adopted by the 5`h Edition (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E. and RW Building Consultants, Inc. that ASTM G 26-95 is equivalent to ASTM G 1 55-05a, which is the reference standard and year that has been adopted by the SP' Edition (2014) Florida Building Code. • . • Lyndon F. Schmidt, P.E. FL No. 43409 CA No. 9813 . . . .. • • • • . . . • .... . • .... • .... • .. .. •••• • • .. • • . S. • . ... . • R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.0. Box 230 Valrico, FL 33595 Picone $13.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL -14996.9 Date: April 2, 2015 Product Category Sub Category Manufacturer Product Name Windows Double Hung Silverline Building Products 1 Silverline Drive North Brunswick, NJ 08902 Phone - 732.435.1000 "Weather Stopper', " Series 9500 / Model 9500 IMPACT Extruded Vinyl Tilt Double Hung Window "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Silverline Building Products based on Rule Chapter No. 61G20-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL -14996.9 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL -14996.9 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by NCTL-110-14436-3 AAMA/WDMA/CSA101/l.S.2/A440-08 NCTL Robert H. Zeiders NCTL-110-14438-3 AAMA/WDMA/CSA101/1.S.2/A440-08 NCTL Robert H. Zeiders NCTL-110-14438-2 ASTM E1886-05/1996-09 NCTL Robert H. Zeiders NCTL-110-14436-2 ASTM E1886-05/1996-09 NCTL Robert H. Zeiders 2. Miami -Dade NOA 13-0129.27 Materials Testing PVB Interlayer by DuPont • • 3. Drawing No. Prepared by • • Qnt,•d & Sealed lay No. FL -14996.9 RW Building Consultants, Inc. (CA #9813) • %ndt n F. Sc*xnidt!P.E. 4. Calculations Prepared by • •Siapad & Sealed.by • • Anchoring RW Building Consultants, Inc. (CA #9813) J..ygdon F. Scpmidt•P.E. • • • • 5. Quality Assurance Certificate of Participation issued by Window & Door Manufacturers Association, certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guise 53. Sheet 1 of 1 • • •••• • • •••• • • •• •• •••• • • • •••••• • • • . . • •• • • • • • • • • • '• •• _ • • ••• • • • • • Lyndon F. Schmidt, P.E. FL PE No. 43409 4/28/2015 Silver Line byAndersen WINDOWS•DOORS "WEATHER STOPPERT"" SERIES 9500 / MODEL 9500 IMPACT EXTRUDED VINYL TILT DOUBLE HUNG WINDOW "IMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code(FBC) structural requirements excluding the "High Velocity Hurricane Zone (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Vertical & horizontal cross sections 3 Vertical cross sections 4 Buck & frame anchoring 5 Components b Bill of materials, components and glazing details • •••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• • • • ••• • • • • • • • • ``�t1111 • • • • • • • • • • • ,��` * :l .� • • • • • • • • ••' • • ••• ...oc: ..� • • ! m • • • • • • • • • • • • • •.:-...w:_ •1# $' �. zz�, ; n Xi 7 fir $ @'' O? d o •• •• •• •• ••• •••• •• =`��.. • .. I;., 'rnl • 13.256MAD(.OA.• •• •• •• •FRAf•AE?/IDTH • • • •• • • • • • • • ••• •• 75.0" MAX. FRAME HEIGHT X X MAX. FRAME DIMENSION MAX. D.LO. DIMENSION GLASS TYPE DESIGN PRESSURE (PSF) POSITIVE NEGATIVE 53.25' X 75.0" 46.0" X 35.12" GI, G2 +50.0 -50.0 36.0" X 63.0" 29.12" X 28.87" +65.0 -65.0 C 0 0 O � 5- V) 2"r w 0 0 z DATE: 2/06/ 1 SCAT£-. N.T.S. G . Br: KK CHIC. BY, LFS DRAWING NO.. FL -14996.9 SHEET 1 OF 6 _ 8 F. 1 /4" MAX. -- SHIM SPACE (TYP.) 2 v 7 NOTE: 1. Frame anchoring screws are located in the interior jamb (above meeting rail) and in the exterior jamb (below meeting rail). OHORIZONTAL CROSS SECTION 2 SEE NOTE I 0 0• EXTERIOR 1-1/4' MIN. EMB. (1YP.) 0 tcf�.,l__ 1 17 19 G 37 32 gib NA ILII Iii _ s ' 0 m/ 0118:9 0 O 0 36 0 •• • • •• • • • 1 INTERIOR 9 0 •••••• • •• S. -a •' • _ • •- • •0,•• • ,• a• <. •�'. • • ..%' •r• :•' VERTICAL CROSS OECIFION • • • • • • • • • • •• •• • • O • • • • • •• U 0 n DOUBLE HUNG WINDOW 0 DATE: 12/06/ 1 SCALE N.T.S. DWG. BY: KK CNK. ar: LFS • • • • DRAWING NO.: • • • • FL -14996.9 • •• • • • SHEET 2 Or 6 ••• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• a • • .• .• • • • • • • • • • • • • • • • • ••• •• • •• .• • • •• •• • • • • ••. •• • •• • • •• •• •• • • • • • • ••• 20 3 VERTICAL CROSS SECTION Masonry sill INTERIOR z Si eti � w • • • S EXTERIOR I I %� I. �,-- 7 INTERIOR a VERTICAL CROSS SECTION Shown w/ IX sub -buck ••• •11 • ••• 9 • .: .:• • .• • • • •• • • • . ..• . •`.�`� ... • U:A ..,' /,,,` • ••• 1i* • 1..c.,>, W>,,. i y • • • • • • • '''''/E1111 11 h •• • • • • • ••• •• • EXTERIOR L u !!! I I 1 INTERIOR z_ m v VERTICAL CROSS SECTION Masonry sill tn N U oa ro ii r EL, i) m S h M0 v z 2 0 CC K DA e. 12/06/ 1 scuE N.T.S DWG. BT, KK CHK. Br LFS ORAWMC NO FL -14996.9 SHEET _3 OF 6 5. 201 1 R.W. Bu .R NU Cn P\Florida Product Approvals \FL -14996 Double Hung \C - Drawings \FL 14996 (20 R\Clients\Silverline Building Pr 14.5' MAX. O.C. (TYP,.) • 6" (TYP) __ r- N� WINDOW Y FRAME MEETING RAIL 2X BUC MASONRY OPENING • TYP. I — FRAME AND GLAZING REMOVED FOR CLARITY BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE ANCHOR SIZE ANN. EMBEDMENT MIN. CLEARANCE TO MASONRY EDGE MIN. CLEARANCE TO ADJACENT ANCHOR Pa TAPCON 1/4" 1.1/4" 2" 4" ELCO • ULTRACON 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLAT ON NOTES: 1. Maintain a minimum 5/8" edge distance, I" end distance, & 1" oz. spacing of wood screws to prevent the splitting of wood. 2X FRAME ANCHORING 14.5" MAX. O.C. (TYP..) -----i-- T rrH E. WINDOW' FRAME f t MER NG L 1XBUCK—" ©OPTIONAL ©MASONRY SILL • TYP. (TYP.) — ✓ - FRAME AND GLAZING REMOVED FOR CLARITY 1— 1 —I IX FRAME ANCHORING •• • • • • • ••• •• • • • • • • • • •• • • • •• ••• •• OPTIONAL MASONRY SILL ••• ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• •• • • •• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• I • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• Q a QUO o DATE: 12/06/ 1 SGAsX N.T.S. owG. er: KK ore, er: LFS DRAWING NO.: FL -14996.9 SHEET 4 of 6 0 201 R.W.9UILOINO c S 8 F .562" 0 I—O 0 %.\GLAI,I.NN_Q. BEAD ()UPPER SASH BOTTOM RAIL 2.185" -----{ co nJ1 T_L IN O) 1- � r --i 1,227" I-- C>LOWER SASH STILE UPPER / LOWER LIFTING RAIL -- .3794" 18 WEATHERSTRIP { 1.155" 7.779" -- .07" I K RAIL REINFORCEMENT 1.265♦ • ••• • • •.296" • • • • • • • • l . • • • t 7 • • • • • •� cc•. • • • --•— 1 � JA cc! DOPER LASH STILE yl N p 1.365" 11 SNAP ON MASONRY FLANGE 34 KEEPER RAIL &L RETI RCEMEO • • • • • •• • • • • • •• • • ••• • • • •• • RAIL:REINFORCEMENT • • • • • • •• •• • • 37 HEAD ADAPTER 1.575" L . T nr o OLOWER SASH TOP RAIL N ID j 38 SILL ADAPTER h --) .875" o , REINFORCING BAR - O f-- 0 �Lf 3.312" OMAIN FRAME SILL 0 0 COMPONENTS 9 V W p C DATE: 12/06/ 1 SCALE N.T.S TWO. BY: KK CHI. BY: LFS DRAWING NO.: FL --14996.9 SHEET _5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • ••• • • • ••• • • • •• •• • • • • •• •• • •• • • •• •• • • • • • •• • •••• • •• • • • •• •• •• •• •• •• ••• • • • • • ••• • • • • • • • • • •�� `" * • •• • • •• •• •• 3.312" ``. ,• • • • •8!Q OEMAIFRlALS• • • ^ • Qw REM I DESCRIPTION • ••• •a• ••• ••• all •t• MATERIAL O s ; f 1 o, ` ` n 6 .., A IX BUCK SG>=0.42 WOOD fF 51 i I E V; �c n B 2X BUCK SG >= 0.42 WOOD f % N z 1 �� dw C #10 X 2-1/7' PFH WOOD SCREW STEEL �� �V''• ;'�� t„n D 1_.-__ 1/4” X 2-3/4" ELCO ORM GOtt TE1411V•-•; • • • STEEL :, *•••••.. '''''�gTiT Document. Prepared By: �l�'•, 'Lyndon F. Schmidt P/lE�y . No. 43409 �/�+c BUILDING CONSULT J L. P.O. Box 230. Vol VV Phone No.: 813.8; FBPE C.A. No. 98 E MASONRY - 3,000 PSI N! CONCfTEC F M G=O :CI. • 301 OR HOLLOW BLOC CONFORyUN� TI A M 5906 • • CONCRETE l� ...� I"P F 1/4" X 3-1/4" ELCO OR ITN PIFHtaACATEtCREN • • •• STEEL G 1/4' MAX SHIM SPACE WOOD H 1/4" 2-1/4 ELCO OR ITW PFH CONCRETE SCREW STEEL 1 EXTRUDED PVC MAIN FRAME HEAD / JAMB #52-8601 " PVC 3.794" 2 EXTRUDED PVC MAIN FRAME SILL #52-8601 " PVC 3 WEEP HOLE COVER (SILL) #200-492-021 POLYMER 0 MAIN FRAME HEAD & JAMB ���� 4 EXTRUDED PVC GLAZING BEAD #52-2217 • PVC 6 EXTRUDED PVC UPPER SASH BOTTOM RAIL #52-8507 " PVC 7 EXTRUDED PVC UPPER SASH STILES #52-8504 • PVC 20 7/8" OVERALL GLASS THK. SSEMBLY: fATERIALS, COMPOP GLAZING DETAILS 8 EXTRUDED PVC LOWER SASH TOP RAIL #52-8508 ` PVC INTERIOR 9 EXTRUDED PVC UPPER / LOWER LIFTING RAIL #52-8506 • PVC / 43 -- 1/8"ANNEALED GLASS 10 EXTRUDED PVC LOWER SASH STILES #52-8505 • PVC U 11 EXTRUDED PVC SNAP ON MASONRY FLANGE PVC !� / i 0.090'DuPONT Bl1TACITE® _ 12 HEAVY DUTY TITL LATCH KEEPER #12-9513 STEEL t / �`' % " y ; - ! PVB INTERLAYER 13 #8 X 3/4" PFH SCREW ZINC PLATED STEEL¢ 1r �� II�� 1/8 ANNEALEDGIASS ` 14 #8-32 X 1/7' PPH MS STEEL ' / o o� 16 WEATHER STRIP PILE W/FIN .270 X .270. W21275NW BY ULTRAFAB ` /E AIR SPACE o a ` m STRIP PILE W/FIN X W21195NW BY ULTRAFAB - X 17 WEATHER .270 .190, r 18 WEATHER STRIP Q-LON U-3333-000 BY SCHLEGLE 1 11114 m t 19 20 UPPER SASH LATCHPVC GLAZING COMPOUND TREMCO S700 SILICONE N. m 21 TOP SASH POLYMER TILT LATCH PLASTIC EXTERIOR 1 /8" ANNEALED GLASS 22 TOP SASH PIVOT STEEL /� GLAZING DETAIL a z 23 BOTTOM SASH HEAVY DUTY T1TL LATCH #12-9511 L -R PLASTIC V� _ "; 24 BOTTOM SASH HEAVY DUTY PIVOT #12 -9514R -L STEEL 7/8" OVERALL GLASS THK. UPDATE TO 5TH ED, REv"SE FOR NEW TI o 28 #8 X 1" PFH SCREW STEEL INTERIOR N 29 #6 X 1" PFH SCREW ZINC PLATED STEEL 7/16" _..,. , 7-(1) 1/8 ANNEALED GLASS c 31 SASH LOCK ASSY (DIE CAST ZINC ALUMINUM) - GLASS BITE LOCK KEEPER DIE CAST) 32 SASH (ZINC 0.090 DuPONT BUTACITE® 33 REINFORCING BAR #51-9531 STEEL ' PVBINTERLAYER -� i34 NOI DATE KEEPER RAIL & STILE REINFORCEMENT #50.9523 (6063-T6) ALUMINUM - 1/8" ANNEALED GLASS UFT RAIL REINFORCEMENT #50.9530 (6063-T6) ALUMINUM Ii 0 5 36 LOCK RAIL REINFORCEMENT #50-9529 (6063-T6) ALUMINUM - AIR SPACE h 37 HEAD ADAPTER #50-9522 (6063-T6) ALUMINUM ADAPTER #50-9520 (6063-T6) ALUMINUM II ^' 8 38 SILL STEEL `� r L--`7 DATE'. 12/06/ 1 39 40 #8 X 1" PFH SCREW ZINC PLATED SILL POCKET INSERT #52-9538' PVC CO SCALE N.T.S g 43 GLAZING SPACER (COATED U -SHAPED) STEEL EXTERIOR© 1/8" ANNEALED GLASS DWG. BY: KK 44 GLAZING SPACER (SUPERSPACER) FOAM CHK BY: LFS • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE GLAZING DETAIL DRAWING NO.: G2 LICENSEES IN ';MMA CERTIFICATION PROGRAMS FOR RIGID FL -14996.9 PRODUCED BY EXTRUDERS 5 PVC EXTRUSIONS". SNEEf 6 Dr 6 0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 wrtiw.miamidade.gov/economv Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "HS -8700 (Flange -Frame)" AIuminuni Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved",.unless otherviaa noted herein. • • . • • • • . RENEWAL of this NOA shall be considered after a renewal application has been filed it fid there 1W been no change in the applicable building code negatively affecting the performance of thin p1•btltIct. TERMINATION of this NOA will occur after the expiration date or if there has btgu 0,tevisiox •or.o tnge • in the materials, use, and/ or manufacture of the product or process. Misuse of this NI:A.a,s an enkv• ment • • of any product, for sales, advertising or any other purposes shall automatically tenxi�n too This NOA..>;i;ilure to comply with any section of this NOA shall be cause for termination and removal QfAI©A. ADVERTISEMENT: The NOA number preceded by the words Miami -Dad County, $Iplislg, and followed by the expiration date may be displayed in advertising literature. If anyi.;ortion of the NOA is • displayed, then it shall be done in its entirety. •▪ • •• ▪ • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 12-0127.08 and consists of this page 1 and evidence pages B -I, E-2 and E-3; as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. • • • • • • MIAMI-DADE COUNTY APPROVED NOA No. 14-090$,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 Page 1 • • •• • • Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . (Submitted under previous NOA No. 11-0705.10) 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision "B" dated 08/11/14, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 - • • 2) Cyclic Wind Pressure Loading per FBC, TAS2O31e4 • along with marked -up drawings and installation diagram of aiaAllminumilitviazontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) confi,ucation, pjepared by Hurricane Engineering & Testing, Inc., Test Reports Vos'€. HETI-10.3048, HETI-10-30491, dated 11/09/10, HETI-10-3050, • • • HETI-10--52B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and Ii.17-.t0-3226; •dated 03/23/11, signed and sealed by Candido F. Font, P. E. • (Submitted under previous NOA No. 11-0705.10) • • 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2Q1-9.4 • . 2) Cyclic Wind Pressure Loading per FBC, TAS203- 94 •• ; • • along with marked -up drawings and installation diagram of an aluminiun•lioritontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. -E. (Submitted under previous NOA No. 11-0705.10) = 1��• --,.� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 . • • . . E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked—up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS• 1. Anchor verification calculations and structural analysis, cdtiiplying hith. FBC, •' prepared by Lawson Industries, Inc., dated 05/28/09, revised oally0 and'updated on • 01/25/12, signed and sealed by Thomas J. Sotos, P. E. • •.•• • . (Submitted under previous NOA No. 12-0127.08) • ••••• 2. Glazing complies with ASTM E1300-04/ 09• • • • • • • • D. QUALITY ASSURANCE •. . • • 1. Miami—Dade Department of Regulatory and Economic Resoures • • • .. • E. MATERIAL CERTIFICATIONS • ..• • )• • • • •.. •• • • •• • • • • • • • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5th Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted under previous NOA No.12-0127 08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted ander previous NOA No. 12-0127.08) 5. Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI- 10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI-10- 3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 114eZe 10) 7. Laboratory compliance letter for Test Reports No.'s HET1-0033, 'HETI-08- • 2034, HETI-08 2035, HETI-08-2036, HETI-08-2037, HTsfJ:8+-`08-20 •I ETI- •. 08-2116A and HETI-082116B, issued by Hurricane Engine & Testipg, Inc.,. dated 01/15/08 through 02/28/08, all signed and sealed by CanclirlaFi Font:P. Fi. . (Submitted under previous NOA No. 09-0706.05) • 8. Laboratory compliance letter for Test Reports No.'s FTL2 09r FTIr'509$ and• •: • • • FTL-3364, all issued by Fenestration Testing Laboratory..ttry. dated' 7/06/01, . 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Irigttertdo, P. E. • •• (Submitted under previous NOA No. 02-0227.05) • ▪ • • ..• . • . •. . • G. OTHERS • • • 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal eliding Window - LM.I.", approved on 03/29/12 and expiring on 04/11/17. Jainte D. Gascon,. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-3 Om O CD Om i \\` \\` 0 CD OD - \/ \ • //4 ,//.' . / / , NOTE. OX XO I) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B, & BI" REFER TO SHEET #3 3) FOR H0R17.ONTAL CROSS—SECTION DETAILS "C, D, & E" REFER TO SHEET #4 4) REFER TO SHEET 8 OF IO FOR DESIGN LOAD CHARTS AND NOTES. (X) XOX —Equal NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, AI, B, Sr 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. .I \•\ ,\\. \\ ® I //// //4 OC -\\' �,�_\11��\ 1°m \/ \ • //4 ,//.' . / / , XOX —Equal NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS—SECTION DETAILS "A, AI, B, Sr 81" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. .I r I //// //4 OC //4 i//- i//' // //4 '7/' 0 W— • • • — L • • • • • • • • • • • • • • • •• • • • •• NOTES: XOX — Un—Equal Lite (1/4-1/2-1/4) i REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHIIR D AND NO S. 2)FOR VERTICAL CROSS—SECTION DETAILS "A, Al, B,•& SI"�R TO VE #? : • • • • 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & I" REFER QO SHEET•#5• • • 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHAR•9•AND •MOTES% • • • • • SERIES -8700 HORIZONTAL SLIDING:rMPACT• WIVDOW ••• APPROVED ELEVATIONS ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • ••• • • •• • • • • • • • • • • •• •• General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BF REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO. BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN—EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. Is.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISE') so complying with the Florida Building Coda Acceptnnco No Explrihith pate Aim! Dads Piodacl Control 2074 0 wo ro a 1 0, O cif) 0 z 11) H F Q z I 0 0 0 0 I 0 io 1 I • TEST UNIT SIZE: Ill" X 63" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (8) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. a 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTIi TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE /- 70PSF (4 TOTAL) ri; 1a76•—I (MAX. q.C.) 1 I , i.. QV LAP m* _ max.Vent D.LOHight = 56 7L16_ Moo D.L.O. 1 dlh // / /// / �, 24 3/ h ,Mox. - 243/8', O, 0 • • • 0 � I � .1 --- ir3 o =�f==r: =ik 4 I. ANCHOR NOTES EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ 2. TWO ADDITIONAL ANCHORS REQUIRED WI SILICONE AND ARE AT MEETING RAI S FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE 070P F / - 75PSF (4 TOTAL) ����g� XOX" WINDOW EQUAL LITE IkEE-VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 6 131' AT SHEET 113 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 E' AT SHEET 115 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH I. SANE ANCHOR SP CINE AT HEAD 6 SILL\ TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS * (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 63' OVERALL FRAME HEIGHT TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE /- 70PSF (4 TOTAL) FM. O.C.) TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS • (A) 8 AT FRAME HEAD (B) (8 AT AT BAS. FRAE MHEAD IF, DP ABOVE 70.0 (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & p4, _ ; oL DWI_OHAFj S) 13 1/4' OG. O.C. 13 1/4' DC. 13 1/4' D.C. D.L.O. VAC*. Malt D.L.O. idth /. / ,Mox. - 243/8', O, 0 • • • 0 � • M331/" , // _=_ v == •:. • . •=1a--,•3 a • `6 • ..: • •• ••• 13 1/4' O.C. 13 1/4' D.C. p 5' ANCHOR NOTES • '• • _ I L SAME ANCHOR SPACING AT (RAD I. • SIL • EXT.1. INT. FALSE COLONIAL MUNTINS ARE IED 2. TWO ADDITIONAL ANCHORS RL�IIRED AS • • • • • • AS �TIASP0,TI V/SILICONE AND ARE AVAILABLE L. MEETING RAILS FOR UNITS WITH/HIP !• ONAWITH/HIPABOVE O70PSF / - 75PSF•(•T•TAL) • XOX'•if1lVDQ11•— UN—rAUAL; LITE NOTES, 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & DI' AT SHEET k3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, 6 E' AT SHEET 115 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I— 14•O.C.) —i (MA%. 74 OVERALL FRAME WIDTH 73 INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE 0/- 70PSF <4 TOTAL) Al 4 1/2 } 4' 4' 5' O.C. F LCAL AT CORNERS) 13 1/4' OC. y1 1/4. O.C. 13 1/4' O.C. 13 1/4' O.C. ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD I. SILL\ EXT. 6'INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED ` MUNTINS ARE APPLIED W/ AT MEETING RAILS FOR UNITS WITH V/ SILICONE AND ARE DP ABOVE 4-/- 70PSF (4 TOTAL) AVAILABLE AS OPTIONAL. "XO" WINDOW EQUAL LITE NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, 6 BI' AT SHEET P3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0, I E. AT SHEET 114 SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED .M14 complying with Ole Ploltdn Building Cade AccepIOOVONo EggjTMiH+n )Sotc' f4 AiarAl back. Producl Control " Oa 0 0 0 M l, 1 H t0 N a 0 01 0ui ma 3 4 M z> Z W S 03 i O_ 0 0 r- 2 I IQ O i Sa I I z I FI 0,0 iiiii Yf Doi tl 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) t 1/8' MIN. EDGE DISTANCE ,4 • 4:' 4 ° 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1 4' MIN, : ' -Q' a EMBEDMEN1-..4 4 ° 1- 0 x 9 z 11, L a L L 3 0 z 3 EXTERIOR GRADE PERIMETER CAULKING x x o )C V • PaCULJ '0 • a L w 3 a 3 EXTERIOR 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. PV #14 S.M.S, W/ I 1/4' MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET #2 FUR MAX. FASTENER SPACING) EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) ALTERNATE DETAIL _ I SILLPPRISERDV - SILICONE NE SEE 40 SHEEDP CHAN RTRTSSP &#6 �1 t EXTERIOR GRADE PERIMETER CAUL • • r4• 4 •.: • • • • • •• ••• • " • a. a ° 41 1/4' MIN, . EMBEDMENT • 0. • • • • °• • • • • • • •• •• • • • •4 s 4 • • •• • 4 n`. 4 1/4' MAX. 4 a 4 a SHIM SPACE l ri (TYP.) 4 " 's 11/4' MIN.- . ' A y EMBEDMENT - - a a14 °. ' 4 1',1 4 1 1/8' MIN. EDGE DISTANCEI OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" 1/4' MAX. SHIM SPACE (TYP,) INTERIOR WOOD FRAME INSTALLATION D_ETAjL. WINDOW INSTALLATION NOTES. 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYR) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CDNC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCTREVISED oc cony)lyi4B wish [[4 Florida Builccoptonctm Codc o� � Ao No V "6"449!.19 � —7o 1'2 Mlut Control Miami ado Product Control cifD 0 z H fA z HS -8700 HORIZONTAL 4 1 0 0 0 1 1 1 5 2 'B' - Revised date for the FBC-2014 z 1 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • ••• • 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2, WOOD BUCK AND FRAMING (NUT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM AMINATED GLASS I' MIN, EDGE DISTANCE EXTERIOR WALL FINISH BY OTHERS (TYP.) 1/4' MAX. SHIM SPACE <TYP.) 1 1/4' MIN. EM) 1 ENT 1 P +WAUWAINO 2\)\ii 11 S`Eil<!<{<1!llfE... SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MAX. SHIM SPACE <TYP.) 4 4 .PT. WOOD BUCKS 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 4 13011.11111111111 811111111111\\2' 11111 1 1/4' MIN. EMBEDMENT • 4 4 1 1/8' MIN. EDGE DISTANCE 4. EXTERIOR STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C, (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. EXT. GRADE CAULK EXT, GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) • • • • • • • •• • • • _• • •• • • • • • • •• ••• • LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND pLASI(iJ.IFT HH1 C .E • • • LOCKS ARE QUALIFIE#•FER US%134 ACL•WINDOWS.• • 2. BOTH DIE CAW IND PILON CAM IACKS•ARE •QUALIFIED • • FOR USE ON 14.•WINDOWS. • •• ••• • ••• • • • 3. TWO (2) LOCKS ACE R:QiJIRED •PER EACs( VENT. • • • • • ••• • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 011 MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WORD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT RBVISDD es congrlylug wllh the Florida Building Code Ai... /'1 O 8' ii} . Au:gno a No �.f F.xylration} Dtitc p Ar vmNrsQ1 Product Control to M < tio o moo o 3 r` z J } U Z 0 V) W X co 3 a 0 ro to U ri O 0 0 co 1 C/J 0 0 co to r, 1 Y 0 2 1 1 1 1 nr - Revised dote for the FBC-2014 F}g f 1 z _Et { 1 X 1 • • ••• • • ••• • • • • • • • • • • • • • : • • • • • ••... • • • •• •• • • ••• • • DESIGN LOAD CAPACITY (PSF) - OX or XO WINDOWS # # +/- Pressures (psi) a x WINDOW Jamb H & S Glass Type "A" (* 2) Glass Type "B" (" 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "F' (* 3)) Glass Type "F" (* 3) $ q WIDTH HEIGHT Anchors Anchors + psf psf + psf psf + psf psf + psf psf + psf j psf + psf 1 psf ; b DI 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 n o0 ti M v R 0 o 36 24 3 4 65.0 65.0 65.0 . 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m d 0 N, 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m o N m 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 • 4 o 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0z } R w z 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 -. oz 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w i a o g 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 rn N o 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 y z " I 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a ° 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 z 5 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a z I 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 % N a 2 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 cx 1 H a� x 0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 60 5 6 65.0 65.0 65.0 65.0 70.0 _ 70.0 70.0 70.0 80.0 80.0 80.0 80.0 co 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Q 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 , 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 3 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a\ 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N . 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 i� 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 " 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 w 53.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 F 1 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 .80.0 80.0 80.0 2 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 x z • 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1a a 53.125 58 5 6 65.0 _ 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 63 6 4 65.0 65.0 _ 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 63 ••6••• • 4' ' . 6.1,0� _ • 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 `��,t"" I',, lc 3y' 53.125 63 : 6 • 6 • • A • 69' .Q ' a 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 r.'` . • • .• 74 63 • • 0 :8, i . 6�. • •65.0 65.0 65.0 65.0 70.0 - - - - - - = t . >.. ••• • . I KUU .t ID:Vmev SSLNSHENN1 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. scomplying with the Iletid _\ r { , Notes (*): 1.) BELOW I ending Cot c ," 1 �I z.s ----- -'^ 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3J SHY }f FL RISER gpAPTPRs iRE FOR "MD 'ABOVE +70.0 DP • tfIIND WITH SLATS TYPES "E, & ) N +80.0 DP MAX. • ADDITIONAL ANCHOR, RE IRE% AT NAME BEAD & SILL ON'-- WINDOWS W1Tf2 1� A�OVE 9.0. (SEE•BLEVA190Rd AT SHEET 2 OF 10) / %? / ,// 'i% ' o- � \�• -0 \\ cce>hmwNu IN)ot e � ri }� Lam�'. Nairn ntSePro!('IL V eu. \\ r t� LC RISER - OPTIONAL , ',.+ APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF i (+80.0 DP MAX,) - u. ,�.� 3 ` ) ,5; •,, ••• ^' ,�r_ WE 4.) WIADOWS LITH Gt.TYPil3 "A, C, CPR G" INSTALLED ABOVE 30FT. A•S$ • 1!N'THE VHS, THE LG. EXTERIOR LITE SHALL BE TEMPERED. - Ox - 10 . trlttt Ga • • ••• • • ••• • • • • • • • • • • • • • : • • • • • ••... • • • •• •• • • ••• • • • • ••• • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• ••• • • • •• •• • • ••• • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un -Equal Lite (1/4-1/2-1/4) + /- Pressures (psf) y FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) 0 WIDTH HEIGHT Anchors Anchors + psf - psf + psf I - psf + psf - psf + psf - psf + psf I - psf + psf - psf o c 60 24 I 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 HS -8700 HORIZONTAL ROLLING FLANGE IMPACT W DESIGN LOAD CHART WITH GLASS OPTIONS (XOX EQUAL LIT trod.Me .'e. Mane... Drmwv M....e.. L8700-0901 Int 7 OF 10 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 WS 1V (INDUSTRIES, INC. MANUFACTURER OF QUALITY. 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 48 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 7 • - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 79.5 26 38.375 3 4 9 - 9 - - - 52.0 52.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 M.4.{w. M.be - No charge this sheet 'B' - Revised date for the FBC-2014 Orman ANF Dm Drewry N. ERAZO 05/30/09 8..4.i De D.C. D..f..& N. ERAZO 08/11/14 An*. L...t Sears 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 50.625 4 11 - - 52,0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0. 65.0 75.0 111 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 50.625 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 63 5 •11 • • •- •• - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 • T ••• • • • ` • • PRODUCT REVISED - ::::::;"7,::;„ • • • • •, • • • • • • • •• • • • ••• • • • • • •• Notes (*): 1) SEE slim g3'Ot4 QI�ZINOTYeas. tETAItS & SILICONE OPTIONS. - as complying with the Floridao:.• •" Quldiug Cede /� _ /•� L�• Acc Imco No v�• + moi'• n ENOTAtI�piPI", 2e: i ; N �) 2.) STMARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. B. C, & D") // /X/ // /1� // /// -ttw•= ./r--� 1AamliaileP�daaCott .,+, ;•� +f` L'' ' SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARE FORA-jN17OYf•S•ApOVE +70.0 DP (tINDon g1TH GLASS niPRO,"E, &-h- AND .80.0 DP MAX. •ADIYTION�L ANCHORSTEQU=RED AT FRAME MD & SILL ON 4WINDOWS•WITH DP•AB VE 7Q.O. (SEE 5LEVATI AT SHEET 2 OF 10) '//. '// it/ '// '��� '2/ I I 1--' \\ I�APPLIED WITH SILICONE§. y 2 ..-.1 1 FOR DP ABOVE +70.0 PSF j (+80.0 DP MAX.) M ,, i w 9� x z lrr'ft 4.) W*IAOWS•IPTH•GLSSS Q'YPEP IA, C, Olt e'• IN D ABOVE SOFT. } / ttlt ,-'• ' t , IN 'tHE i�Z, THE LG. EXTERIOR LITE SHALL BE TEMPERED. • • .XOX - Un -Equal LI a q • • ••• • • ••• • • • • • • • • • • • • • • ••• • • • • • ••• ••• • • • •• •• • • ••• • • • •••• • • • ••• • • • • • • • ••• • • • ••• • S • • •• ••••• • • • •• •• 111•• • • • ••• • • DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (1/3-1/3-1/3) r 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 4LUMINUM WINDOWS AND GLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW DESIGN LOAD CHART WITH GLASS OPTIONS (XOX UN—EQUAL LITE) + / - Pressures (psi) FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" (* 2) Glass Type "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) WIDTH HEIGHT Anchors Anchors + psf psf + psf psf + psf - psf + psf J - psf +psf - psf + psf - psf 60 24 3 7 80.0 _ 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 '' 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N. 8RAZO I 08/11/ 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0b, 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 5 3 F 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 f. o 79.5 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 g $ 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 a z 1" 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1; i 1 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 63 5 _ • 9 • • •- • • - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��,,,,,, „ • • • • • • • • PRODUCPRBVISBD `,• 83�y:"`,. • • • • • • • • • . : .... • • • • • • • Notes (4): 1.) SEE SHL"ET•9�`OR QIjZINCwTYPRS, RET1tIL$ & SILICONE OPTIONS. , t09 i i MtW'ICtuswAh todo 'Pbrida .II• _ '-,'� • , Acceptutco No '• �(�. 2� .:(fit L. •C 2.) STAMARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") \\ , ��\ X�\, // //� nt{onDB[c �� E ' t � fv- If` �",c ♦ 'mol � a � SILL RISER - OPTIONAL fix 3.) SILL WITH RISER ADAPTER ARE FOR cif�OVE +70.0 DP (vaNDOV &TH GLA>f6 TY!•1 "E, & 180.0 DP MAX. pD IONAIL ANCHORS E U ED" AT FR1ME HEAD & SILL ON ir[NDOWS �71TH P IIB 'E 7Q.0. (PEE )!R.EVATI AT SHEET 2 OF 10) �� �� • \ - �� ��' // vhami udaProduct I ; © \ G \ APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) Q i fe y " G 5' 4.) WIIIDUWS �f(Z'H'LAGS WYPESr W, C, OR•4•' IN a ..LED ABOVE 30FT. ®r \ i/ r♦♦„ :i.s`` jf rtett. �N•'ITE THE 1G. EXTIRIOR LITE %HALL E TEMPERED. XOX -Equal Lite A • • •••• • • • ••• • • • • • • • ••• • • • ••• • S • • •• ••••• • • • •• •• 111•• • • • ••• • • 0600' GLAZING DEPTH 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCD SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE B ITEM GLASS DISCS/PITON 2 I/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS LAMINATE DESCRIPTION SAFLEX/KEEPSAFE By. 'SOLUTIA' LAMINATED GLASS COMPOSITION - TYPE I) ITEM GLASS DESCRIPTION LAMINATE DESCRIPTION A) DETAIL I/O' HEAT-STRENGHTENED GLASS LAMINATE DESCRIPTION 1 I/8' HEAT-STRENGNTENED GLASS TALI '=_=-'_'=- TT BUTACRE PVD B y. 'DUPONT' 2 0.090' PLASTIC INTERLAYER ''•� �� 3 1/8' HEAT-STRENGHTENED GLASS (1 AT Aso, 4 LAMINATED GLASS COMPOSITION - TYPE B ITEM CLASS DESCRIPTION Af DETAIL LAMINATE DESCRIPTION I I/O' HEAT-STRENGHTENED GLASS I B E SAIF r 'SOLUTIA' 2 0090' PLASTIC INTERLAYER 151 g _. 'U 3 1/8' HEAT-STRENGHTENED GLASS 4 ANN LAMINATED GLASS COMPOSITION - TYPE P ITEM 2 GLASS DESCRIPTION I/B' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS 0600^ GLAZIN'DEPTH LAMINATE DESCRIPTION 'SILICONE OPTIONS', DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 BUTACITE PVC By. 'DUPONT' INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION 1/B' ANNEALED GLASS 2 0.590' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 I/8' ANNEALED GLASS 0) LAMINATE DESCRIPTION SAFLEX PVB By. 'SOLUTIA' INSULATED LAMINATED GLASS COMPOSITION TYPE C ITEM GIRDS DESCRIPTION • • • 1i• •lOB AIL • _. DETAIL 1 LAMINATE DESCRIPTION I 1/8' ANNEALED GLASS 2 PVB Ily, 'DUPONT' • • • • • • • 2 0990' PLASTIC INTERLAYER(a) GL I/O' HEAT-STRENGNTENED ASS FRAME SILL �.._. _; LI' 3 1/8' ANNEALED GLASS • FRAME FXD. JAMB '-'- '-�- -T�=� 4 1/4' INSULATED AIR SPACE •I 6063-T6 ALUMINUM 5 1/8' ANNEALED GLASS (A) • • -os ' • INSULATED LAMIS48TED CIS CLIMP.SIT•ON•TYIIER� • ITEM 61189 DESCRIPTION • • • • 1i• •lOB AIL • _. •1A VA.%DBeNRWTION t I/8' HEAT-STRENGHTENED %L*SS PVB Sr 'DUPONT'' • 8 2 0.090'PLASTIC INTERLAYER _ __.,:__,__i l.1/4 i/4 3 GL I/O' HEAT-STRENGNTENED ASS FRAME SILL - - 4 1/4' INSULATED AIR SPACE� • FRAME FXD. JAMB 5 I/O' ANNEALED GLA -0i -01T-0. I VlO' • 7 (R) WINDOWS WITH %ASS TYPES•'A, C, OR * INSTALLE#ABOVE 30FT• • IN THE HVHZ, THE 40. EXTERIOR 11*E SITLL•E TE EEED. • • • • •• ••• • • • GLAZING AILS AND OPTIONS ••• • • • • • • • •• ••• • • • • • • • • ••• •• • • • • ••• • • • • • • • • • • • • • •• •• ••• • • ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: TN LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN # 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 52 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL WINDOW FRAME SEE MULLION APPROVALS FOR V -- MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. � B 12 S.D.S. X 1 1/4' L. SHIM /- I (SEE ELEVATION AT SHEET 52 - INTERIOR ,i FOR MAX. FASTENER SPACING) S `5 Jr� t - ,_ 1.__!J .iL PERIMETER SEALANT I. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048'; B) ALUMINUTA : 6063 -TO MIN. (ALUM. 0.078" MIN. THICK) E 1 METAL STRUCTURF_ATTASHMFNT r1lTAH, WINDOW FRAME NOTE: • EXTERIOR HS -8700 FLANGE FRAME WINDOW _BILL OF MATERIALS ITEM # PART ii READ. DESCRIPTION REMARKS 1 L-7703 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-77011 FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-77041 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 1.-7705l VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L -8702I FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-87051 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM II L-7708 AS REQ'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS 118 X 3/4' P.H. PHILLIPS 13 FS -040 AS REOD. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA. BULB #3033 15 P5/5-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -SOI AS REQ'D. PILE @ GLAZING BEAD .187' w x .150' h 20 L-8706 AS REQ'D, SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 M 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP & BAFFLE N 26.0 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER & HOUSING R 28 HC -026-1 1 SCREEN FRAME & MESH w 29 a 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S.D.S. 30 HC -058-I 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 ■ 2 LAMINATED GLASS See Details 2 L.H. of' sheet 9 34 M AS REQ'D. GLAZING SILICONE See Details @ I..H. of' sheet 9 35 OPTIONAL AS REQ'D. COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REQ'D. JOINT SEALANT M 37 0 AS REQ'D. PERIMETER ACRYLIC CAULK 051 POLYSEAMSEAL PRODUCT REVISED complying wish 1110 Florida DGilding Code AccepIm1O No _ ESpImTIOR.Oa[D; • Wonin3ado%w i 0750001, OS. -IA' Z�27 c/D N AT 2) Z 0, U z W a 0] z SERIES -8700 I 0 0 5 E I 'B' - Revised date for the FBC-2014 C 1Fk x I PR FRAME HEAD L-7703 1.250 FRAME FIXED L-7701 O3 750 Ln JAMB ' [062 1 II 47 SILL TRACK L-8702 0 .093 F9 FRAMF_JAMi! j '\ FRAME TOP CORNER L17L 9 7 S® 1 ® MEDLEY, FLORIDA 33166 (INDV STFtiS. INc_) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS HS -8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS ,e SNI at 30 OT a�vsI T060 —00L91 +.w..x 1.4.~ O I , \\ FRAME HEAD 1233-- .844 8 2413 —062 SILL RETAINING CLIP L-8705 O 0\ 2.631 ,, VENT TOP RAI 1.139— I466 I.— "1_.d1-_-., _ _ 462 FRAME JAMB Al FRAME BOTTOM CORNER FRAMEMEFRNC RNI FRAME SILL L-8701 ® FRAME VENT JAMB L-8703 0 .751 I— 2000 1`-.L h_.062 2.374 2.643 x.062 X51 VENT SPRING L-7539 LATCH 062 VENT TOP CORNER \\ \\E 3111.,l VENT JAMB RNI 1233 . .1j1.. 2.655 !L.. j - : \� FRAME SILL / MEETING RAIL RAW snl 498 —VENT R�MAen N, - No chooge this sheet 1 B' - Revised dote for the FBC-2014 . S � 30 9 • c G INTERLOCK L-7705 RAIL FIXED MEETING RAIL L-7704 VENT L-7707 O TOP/BOTTOM L375 --I RAIL 062 1 - 1713� " 2062 ® — A62 VENT RorrnM RVI VENT BOTTOM CORNER � i z $ E da i z w 1.301 A79-- 2.285 1 121 1 FRAME & SASH CORNER ASSEMBLY DETAILS .062— — 1.165 VENT JAMB RAIL • • • • • • 1.87708 • • • • • *SILL •, • L1� • .447,103; • ••• •• 3 • •• ♦ • .183 091 GLAZING L 7708 BEAD 11 MO .050 GLAZING BEAD 18 SILL RISER ADAPTER -708 20 _ .300 ,..S. 41 lleIl3. `I,. r ` �, 't • y �/ ,. r A ,e .• L: 1i e.^ .. �:a�,.�. C :._. 0 0% �� ��'� •' ....` a �i��1 P� - l\ 1111111111 it�1� 44,1111111110°‘ O• l . • • • • 1.150 2140 • • • • • I 0 A30 ( 1250 U PRODUCT RAVED 03 complying with 1110 110,id0 B,dldlug Codc wk�y{.: n �1 • • • • • • •r • • • • • • 1 ' —.773— — ._-_.030 AccePim,whu .i I �`. , .1.4" G�ldrcrtjovDatc. .LSL ff��� _ ...Gitia Du . _.. _�' RM1 • 0--W-111-2.790 • •• • •• • • •• • • • • .773_+ • • • —1.235— • • • •• • • • • ••• • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • •• •• •• • •• •• • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, 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 and accepted by Miami—Dade County RER— Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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 -555" Outswing PVC French Door w/ & w/o Sidelite and Transom — L.M.I. APPROVAL DOCUMENT: Drawing No. MD -555.1, titled "Vinyl French Door and SLT/ TR", sheets 1 through 12 of 12, dated 05/07/13 with revision A dated 03/18/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, .city, .state, series, and following statement: "Miami—Dade County Product Control Approved",unless othet?rsemnted herein. MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www. miamidad e.gov/economy • . . RENEWAL of this NOA shall be considered after a renewal application has been frlei end there has teen no change in the applicable building code negatively affecting the performance of thlnSibtitict. • TERMINATION of this NOA will occur after the expiration date or if there has begri ••• jvvisio>: ibrgotange in the materials, use, and/ or manufacture of the product or process. Misuse of this IsTA4As an endgtsgment of any product, for sales, advertising or any other purposes shall automatically ternnidteifhis NOA.F.�ilure to comply with any section of this NOA shall be cause for termination and removal of•MOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dad Couhty, and followed by the expiration date may be displayed in advertising literature. If any gort tin of elle 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. 13-0815.03 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. MIAMIDADE COUNTY APPROVED NOA No. 15-0409.03 Expiration Date: January 23, 2019 Approval Date: July 02, 2015 Page 1 I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 13-0815.03) 2. Drawing No. MD -555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision A dated 03/18/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 along with marked -up drawings and installation diagram of an outswing PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under previous NOA No. 13-0815.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an outswing Rigid PVC French door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under previous NOA No. 13-0815.03) 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 along with marked -up drawings and installation diagram of a PVC fixet.w,ibilow, prepared by Fenestration Testing Laboratory, Inc., Test Report:WATL-1338,•dated 05/25/13, signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under previous NOA No. 13-0815.03) • 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading p@f F9 , TA1.2ji -24 • 2) Large Missile Impact Test per FBC, TAS 201-4 • 3) Cyclic Wind Pressure Loading per FBC, TA ,1V1'94 .7;1o:1 along with marked -up drawings and installation diagram aLa.Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report Not . FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Nay$,Jr.; �.E. • (Submitted under previous NOA No. 13-0815.03) •• • • •• E-1 Manuel z, P.E. Product Contr E miner NOA No. -0409.03 Expiration Date: January 23, 2019 Approval Date: July 02, 2015 • .• S . . • . . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows Old .pors" dated 01/23/14, expiring on Ol/23/19. •• 7. Notice of Acceptance No. 11-0902.10 issued to Vision ExtrusiQI J imittd•ftyr their • • series "VE 1000 Tan 202 (Non -White) Rigid PVC Ex$eniLr. Extrusions for. Windows and Doors" dated 12/29/11, expiring on 12/29/16. •••••• • 8. Quanex Part Super Spacer Standard complying with ASTIGI C51'8 Thermal Conductivity 0.881 BTU -in/ hr.-ft2-°F ASTM F 1249 WV1 ass, AS•11Cf'13985 Oxygen—Pass, ASTM E 2190 I.G. Durability -No Fog -Pass. • (Submitted under previous NOA No. 13-0815.03) • • •• 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conilttptivity. ./213TU-• in/ hr.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Anon* Pass,• ASTM E 2189 I.G. Durability -No Fog, ASTM E 546 Dew Point Development •-20°F in 48 hrs. (Submitted under previous NOA No. 13-0815.03) Manuel Pe Product Control t xami er NOA No. 1 ! : ' .03 Expiration Date: January 23, 2019 Approval Date: July 02, 2015 E-2 • • . .' . • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under previous NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd. -VEX -1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under previous NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5"` Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory, Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A. Naya, Jr., P.E. (Submitted under previous NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 13-0815.03, issued to PGT Industries, Inc. for their Series "FD -555 Vinyl" Outswing VE 2000 Tan 202 lighter shades (Non -White and White) Rigid Cellular PVC Door w/ Sidelites and w/ Transoms - L.M.I., approved on 01/23/14 and expiring on 01/23/19. • • • • • •• • • • • •••• • • • • •••• • • • •• •• •••• • • • • •• • • • • • • • • • • • • •• • • ••• • • •• • • • • ••• • • • • • Manuel Per Product Control E min r NOA No. 15-04 i ' .03 Expiration Date: January 23, 2019 Approval Date: July 02, 2015 E-3 GENERAL NOTES: SERIES FD -5555, IMPACT -RESISTANT, VINYL, REINFORCED, OUTSWING FRENCH DOOR & SIDELITE/TRANSOM (SLT/TR) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM 090 CONCRETE MASONRY UNITS (CMU'S) OF NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN. 1.9 KSI) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT AT 3.4 KSI MIN. PER ASTM C1107, (DONE BY OTHERS). MAX. 1/4" SHIM SPACE FOR GROUT WHICH 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 AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING IMTH THE FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR, SIDELITE OR TRANSOM. 8) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 9) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (INCLUDING ADOPTED STANDARDS) FOR CORROSION RESISTANCE. 10) ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. 11) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. • • • • • • • • • • • • • • • 12) REFERENCES: • • - TEST REPORTS: FTL-7339 & 7371 • • TRNS.LCRN�i Gj�0 VISION EXTRUSIONS, WHEGID, VE 1000 TAN 202 (NO-VHIITE)RI6 BF(I N -COATED • • • • (PAINTED OR LAMINATED) RIGID PVC NOA'S, VISION EXTRUSIONS LTD. WHITE & VE 2000 TAN (NON-WHITE) RIGID CELLULAR PVC NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. • ••• • ••• ••• ••• 13) THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES: • • • • • • • • • 14) INTERLAYERS MAY BE MANUFACTURED BY E.I. DUPNT DDNEMI S :CO:IN(i OR Iv* • • • - AMERICA, INC. • • • • • • • • DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 4 & 5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE Group Anchor Substrate Min. Edge Distance Min. Embedment A 3/16" Eico UltraconUngrouted CMU, (ASTM C-90) 1" 1-1/4' Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #10 Steel SMS (G5) #10 410 S.S. SMS #1016 18-8 S.S. SMS P.T. Southern Pine (80=0.55) 1/2" 1.3/8" Aluminum, 6083.75" 5/16" 0.063" Steel, A36' 5/16" 0.063" Steel Stud, A653 Gr. 33" 5/W 0.063" 3/16' Elco Ultracon P.T. Southern Pine (SG=0.55) 1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/7 2-1/4" Concrete (min. 2.85 ksi) 1" 1-3/8" 114" Elco Ultracon Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4" C #12 Steel SMS (G5) #12 410 S.S. SMS #12 18 8 S.S. SMS P.T. Southern Pine (SG=0.55) 9/16" 1-3/8" Aluminum, 6063-75" 3/8" 0.071' Steel, A36' 3/8" 0.071' Steel Stud, A653 Gr. 33' 3/8" 0.071" (14 Ga) 1/4" Elco Ultracon P.T. Southern Pine (SG=0.55) 1" 1-3/8" Grouted CMU, (ASTM C-90) 2-1/2" 13/4' Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4' Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) 1" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4" 1/4" Eico 18-8 S.S. Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 14/8" Concrete (min. 3.27 ksi) 1-1/2" 1-3/8" Ungrouted CMU, (ASTM C-90) 4" 1-1/4" D 1/4" Elco Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-3/8" 1/4" E)co410 S.S. CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Type # Description Where Used: 1 1-3/16" Laml. 10 (1/8" T- 11/16" Air -1/8" An - .090" PVB - 1/8" An) Door 2 1-3/16" Lami. IG (3/18" T - 5/8" Air- 1/8" An - .090" PVB - 1/8" An) 3 1-3/16" Laml. IG (1/8" T- 9/16" Air - 3/16" An - .090" SO - 3/16" An) Sidelite & 4 1-3/16" Lami. 10 (3/16" T - 1/2" Air - 3/18" An - .090" SO - 3/16" An) Transom (SLT/TR) 6 1-3/16" Lam'. IG (1/8" T - 9/18" Air - 3/16" An - .090" PVB - 3/16" An) 6 1-3/16" Lam!. 13 (3/16" T - 1/2" Air - 3/16" An - .090" PVB - 3/16" An) PVB = POLYVINYL BUTACITE SG = SENTRYGLAS® INTERLAYER SEE TABLE 11 FOR SPACER INFORMATION GUIDE TO SHEETS: GENERAL NOTES 1 ELEVATIONS 2 GLAZING DETAILS 3 DESIGN PRESSURES 4-5 SIDELITE/TRANSOM ANCHORS4-8 INSTALLATION 7-9 EXTRUSION PROFILES.. 10 PARTS LIST 11-12 CORNER DETAILS 11 HARDWARE DETAILS 12 PRODUCT REVISED Is complying with the Florida Tuilding Code AcceptanceN•� r Iratlor Dau 4411•F'.*:. -r/ 1�11..1l Oda product • rtn 3 A) UPDATED ARCH • - ABLE, CHANGED SERIES # - JR - 03/18/16 CC CC O U) NI' O a N to J R Z Ln U- 1 W 'X u Z m0 O p z o_z (941)-480-1600 M Ln "WI •1111 0 0 O y cc re 1/MO/Q W I- 0 C9 a0e3 N U) 3/ .ON DMO U- 0 1..4S I- UIooS U- u_ ••• • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 37-9 16' - MAX SLAB WIDTH 93-7/8" MAX. SLAB HEIGHT TYP. DOOR SLAB 96" MAX. HEIGHT (ALL DOOR CONFIGS.) 38-3/4' ro- (38.79") +'{ MAX. / Y 1" 40"7�{I 1"MULL(X2) —1—o— MAX.. OIXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITESZ X 1' M, HEI OR EXAMPLE CONFIGURATIONS 40" r_ MAX. ,TYP. y 78' MAX. i / / 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 11" X. GHT 98-7/8" MAX. DLO \ �\ /1 I \, \ / OIXXIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITESZ X 1' M, HEI OR EXAMPLE CONFIGURATIONS 40" r_ MAX. ,TYP. y 78' MAX. i / / 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 11" X. GHT 98-7/8" MAX. DLO //IDTH XX 30.8 FT" MAX. SEE SIZE RANGES FROM TABLE 8 & 9, SHEET 5 111" MAX. HEIGHT OR WIDTH 106- /16" MAX. DLO 313-3(4" MAX. 1" MULL 96' MAX. VERTICAL MULLION LENGTH • • • • • •5 iIGLF.O • •• SINGLE O•• . • F�11LSa911E �ILOS AND D(NARROW aVJNbN %iI3 ITBE) • RAILS SHOWN ONSDELNARROW ES) • • • • . • ••• • • NOTES: • • • • • • • • •• ••• •• • • • 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. •• 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY 8E MIXED WITHIN THL SPAE SLTITR OR MUSLSISASSEMIN.Y • • • • 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH MOOR MULION ARE PSSSI SLE. USE THE ABOVN DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS.• • • • • • • • • • • •• • • •• • • •• •• •• ••• • • • • • OLX (SHOWN) OR XIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) ES AND 40" MAX. i TYP. 40' MAX. HORIZONTAL MULLION LENGTH i 1" MULL 010 (ADDITIONAL MULLED LITES ALLOWED) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) 1' MULL --�-I ▪ 38-3/4" MAX. 40" MAX. TYP. 1' MULL I �\ /1 I \, I 1 96' MAX. VERTICAL MULLION LENGTH • • • • • •5 iIGLF.O • •• SINGLE O•• . • F�11LSa911E �ILOS AND D(NARROW aVJNbN %iI3 ITBE) • RAILS SHOWN ONSDELNARROW ES) • • • • . • ••• • • NOTES: • • • • • • • • •• ••• •• • • • 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. •• 2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS PER THIS NOA. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY 8E MIXED WITHIN THL SPAE SLTITR OR MUSLSISASSEMIN.Y • • • • 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH MOOR MULION ARE PSSSI SLE. USE THE ABOVN DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS.• • • • • • • • • • • •• • • •• • • •• •• •• ••• • • • • • OLX (SHOWN) OR XIO (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) ES AND 40" MAX. i TYP. 40' MAX. HORIZONTAL MULLION LENGTH i 1" MULL 010 (ADDITIONAL MULLED LITES ALLOWED) (WIDE STILES AND NARROW RAILS SHOWN ON SIDELITES) 1' MULL --�-I ▪ 38-3/4" MAX. 40" MAX. TYP. 1' MULL OIXIO 5ARROW STILES AND WDE RAILS SHOWN ON SIDELITES) 38-314' MAX. 1 1" MULL \" \ -1 h 0/0 WITH O/X WITH HORIZONTAL HORIZONTAL MULLION MULLION (WIDE STILES AND (NARROW STILES WIDE RAILS SHOWN AND NARROW ON SIDELITE & RAILS SHOWN ON TRANSOM) TRANSOM PRODUCT REVISED es complying with Iho Florida Building Codo Acceptance No Bx • iration Date I''/ BY ✓/.Ji.. '.�� Mien Dade Product 03 tt A) NO CHANGES THIS SHEET - JR - 03/18/15 lr • - O A N J o Z u- to LL U X D W mO ) OO• ,-z az Clop Y 0 U) 0 .s u oi0 "Sao 'Add Tri a, 'aN sea c4 U.0 01 Iaa45 F - Z pion N 0 No. 58705 I ST TE •l ICU; .,.P 6 FCORIDf6i?'.•' ''LYIII .N I III Itt1 A. NMILLER, P.S. PE.# 50705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I �\ OIXIO 5ARROW STILES AND WDE RAILS SHOWN ON SIDELITES) 38-314' MAX. 1 1" MULL \" \ -1 h 0/0 WITH O/X WITH HORIZONTAL HORIZONTAL MULLION MULLION (WIDE STILES AND (NARROW STILES WIDE RAILS SHOWN AND NARROW ON SIDELITE & RAILS SHOWN ON TRANSOM) TRANSOM PRODUCT REVISED es complying with Iho Florida Building Codo Acceptance No Bx • iration Date I''/ BY ✓/.Ji.. '.�� Mien Dade Product 03 tt A) NO CHANGES THIS SHEET - JR - 03/18/15 lr • - O A N J o Z u- to LL U X D W mO ) OO• ,-z az Clop Y 0 U) 0 .s u oi0 "Sao 'Add Tri a, 'aN sea c4 U.0 01 Iaa45 F - Z pion N 0 No. 58705 I ST TE •l ICU; .,.P 6 FCORIDf6i?'.•' ''LYIII .N I III Itt1 A. NMILLER, P.S. PE.# 50705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR GLAZING DETAILS 1-3/16" NOM. GLASS STACK 11/16" AIRSPACE 1/8" TEMPERED GLASS EXTERIOR 5/16" LAMINATED GLASS STACK 1/8" ANNEALED GLASS .090" DUPONT �BUTACITE PVB 118" ANNEALED GLASS 11/16• GLASS BITE 1-3/16" NOM. GLASS STACK 5/8" AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a GLASS TYPE 1 r 5/16" LAMINATED GLASS STACK 4/8" ANNEALED GLASS .090" DUPONT BUTACITE PVB 1/8" ANNEALED GLASS 1V16' GLASS BITE • 1-3/16" NOM. GLASS STACK 9116" AIRSPACE 1/8" TEMPERED GLASS EXTERIOR a SIDELITE & TRANSOM GLAZING DETAILS 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS .090" DUPONT SG 3/16" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 3 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 1-3/16" NOM. GLASS STACK 9/16" AIRSPACE 1/8" TEMPERED GLASS •• • • • • • • • • • • L!XTt�2IOA ••• •• • • • 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS .090" DUPONT BUTACITE PVB - 3/16" ANNEALED GLASS ITE I S 'IS•i. I ! /•••��t) GLABS o m • ••• • • • ••• ••• GLASS TYPh: 2 • • •• • • •• • • • • • • • • • • PVB = POLYVINYL BUTACITE • ••• • • • • • • • • SG=SENTRYGLAS®INTERLAYER • • • • GLASS TYPE 5 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 1-3/16" NOM. GLASS STACK 1/2" AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS .090" DUPONT SG - 3/16" ANNEALED GLASS 11118" GLASS BITE GLASS TYPE 4 TYP. NARROW FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. 1.3/16" NOM. GLASS STACK 1/2" AIRSPACE 3/16" TEMPERED GLASS EXTERIOR a 7/16" LAMINATED GLASS STACK 3/16" ANNEALED GLASS .090" DUPONT �BUTACITE PVB 3/16" ANNEALED GLASS 11/16" GLASS BITE GLASS TYPE 6 TYP. WIDE FRAME GLAZING DETAIL, NARROW FRAME SIMILAR 'RODUCT REVISED s complying veil the Florida Building Code Acceptance N 4mllm Date ET - < A) NO CHANGES THIS ! c",' JR -03/18/15 m K ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •••• ••• • • • ••• • • K >- N U'N lh vr - J Z U i LL 0uj - (33 XN Z m O n> • z d z (941)-480-1600 uaua aloe 0 co ce 050)0 Cl) F¢ - W LO 0 7 .ON 9M0 LL O Ie�r45 810.25 N O LL all/ -sse0 SayOS \\\\11111/1//// , ,O' A�•�� „ GEN 58705 •• _ •. 5- A16 r ; • �/ SSS ` NAL ' 1 l///111111111 A. LYNN MILLER, P.E. P.E.S 58705 SINGLE DOOR INSTALLATION DOUBLE DOOR INSTALLATION (XX) ASTRAGAL CLUSTER 4" O.C. MIN.. SEE TABLE 4, THIS SHEET, FOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE SIDELITE-TO-SIDELITE MULLION INSTALLATION (OIG, 01010, ETC.) SEE MULLION CLUSTER � �1 DETAIL BELOW CENTERED BETWEEN HINGES SEE NOTE 1 CENTERED BETWEEN HINGES CENTERED BETWEEN ANCHORS CENTERED y BETWEEN HINGES SEE NOTE 1 MAX. CENTERED T BETWEEN HINGES SIDELITE-TO-DOOR MULLION INSTALLATION (XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC) SEE MULLION CLUSTER DETAIL BELOW ATTACH DOORS AND SIDELITES TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL DOOR OR SIDELITE PRODUCT REVISED as complying wit 1 the Honda Building Code Acceptance N. /-• Expiration Date • •l/`� TABLE 5: VERTICAL MULLION DESIGN PRESSURE SEE NOTE 1 41.70.0 PSF 96' MAX. MULLION LENGTH IN VERTICAL APPLICATIONS < A) NO CHANGES THI -EJ' ET- , JR -03/18/15 1 I 10-112" MAX. } ANCHOR REQUIREMENTST SAME AS HEAD 10-1/2" L TABLE 3: +140.0 PSF PSF Glass Type 1 Glass Type 2 ANCHOR REQUIREMENTS SAME AS HEAD XX, (USING ASTRAGAL) ANCHOR REQUIREMENTS SAME AS HEAD • 1" MULLION —► MAX 1 i 8" r i t,14' 0.C. MIN. 4" O.C. MIN. XX Door: Astragal Cluster Anchore Required al Head 65111 v g Door Width (in) 48 6072 24 76 < �.1 � ❑ <0 # Q0 ❑ <0 <(( 0 o O a tl 80 4 4 4 5 4 5 4 4 98 4 5 4 8 4 8 5 4 ANCHOR REQUIREMENTS SAME AS HEAD MAX. \`�1" MULLION MAX 4" rI 114" O.C. MN. 11 SEE TABLE 6. THIS SHEET. FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE \ SIDE - 11 LITE TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (0/0) MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, SIDELITES & TRANSOMS TO THE MULLION AS PER THE INSTRUCTION OF THE INDIVIDUAL PRODUCT TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE +1-70.0 PSF • 1 1" MULLION • 6" •1141SRIZONTAL MAX! r 1 MULLION f ...•»AlAPPLICATIONS T r WAYS REQUIRE ,TWO (2) ANCHORS (TYPE A -D) AT EACH MULLION END. ••• • iii ••• ••• • • • • • • 11 • 40' IMAX. MULLION IENGTel IN HORIZOCIAL AP ICATIONS. • TRANSOMS WISERIITHAN WWII.. REWIRE AD TIONAL • • • ST CTURE OR DARE -APPROVED MU14LION BEOr�EN T SOM AND [ 0RISID!LITE. • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 • • SEE TABLE 6. THIS SHEET, FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR TYPE 1 SIDE- \ LITE 1.100.10 I /100. 0. Anchor**. quirad fora Vertical Mullion (each mullion and) Door or SIdeItterrpnsom 61101h (In) 12 24 32 38-314 40 Mulfon H0IOM ON 2ai .i S < < B S2 o 0 dP I m B S iU' o O a tl o t g< S 0< S (7 D < o g$7 m U' U B g < o B M $ Door 80 NIA 2 1 2 2 1 3 2 1 N/A WA WA SLT/lR 1 2 1 2 2 1 3 2 1 3 2 1 Door BB NIA 2 1 3 2 1 1 3 2 WA WA WA 8LTRR 1 2 1 3 2 1 3 3 2 3 3 2 FOR "0)XXIO" AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX), USE ONLY HALF OF THE FRAME WIDTH OF THE DOUBLE DOOR WHEN USING THIS TABLE. ues INSTRUCTIONS: 1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH HINGE LOCATION (RECOMMENDED 610 FLATHEAD SMS OR 3118" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). 2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR EXAMPLE, ON AN'X)O" CONFIGURATION, THE DP FOR THE DOOR. THE MULLION AND THE SIDELITE MUST EACH BE DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. NOTES: 1) SINGLE DOOR MAY 8E LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD 1' FRENCH DOOR MULLIONS. 3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. 4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. IAULc 0: SIdelltellraneom Design Pressu a (+1-, pst) for Glass Types 3 & 4 Long Side (In) 633/18 885/8 68 70 72 78 78 82 84 88 92 98 98 104 108 111 I Short Side (n) I 24 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 32 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 38.3/4 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 40 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1.69.8 +1.88.5 44 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.6 +1.88.6 +/-67.7 +/-67.3 46 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-69.4 +1-68.7 +1-87.8 +156.5 +185.6 48 +/-70 +/-70 +/-70 +/-70 +/-70 +169.9 +/.89.1 +/.87.8 +1-67 +/-65.8 +/-64.7 50 +/-70 +1-70 +1-70 +1-70 +/-70 +/58.4 +/-67.8 +/-86 +165.4 +/-84.1 52 +/-70 +/.70 +1-70 +/-70 +/69.1 +/-67.1 4/68.2 +/64.8 +163.9 54 +/-70 +/-70 +/-70 +/-69.2 +/-68 +/-85.9 +/65 +/63.4 • • • • 58 +1-70 +/-70 +169.7 +/68.3 +167.1 +/64.9 +/63.9 • • • • • • •2.8 58 +/-70 +/-70 +/-69 +/-67.8 +/-68.3 +/-64 • • • • • • a • 60 +/-70 +/69.8 +/68.5 +/87 +/-65.8 ••• • • • • • •• 82 +1-70 +/-69.2 +1-88 +/-66.5 63-3/16 +/-70 +/69.1 +167.9 +/-66.2 _ - - - 885/8 +/69.1 +/68.9 I AMC 0: Side lite/Transom Design Pressure, pat for Glass Types 5 8 6 Long Side (in) 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 98 104 108 111 78 N 6, 24 +/-70 +/-70 +/-70 +1-70 +1-70 +170 +1-70 +/-70 +/.70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 32 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 36 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I-70 +/-70 +/-70 +/-70 +/-70 +/-70 38-3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.9 +169 +1-68.3 +767.9 40 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-69.8 +/-69.3 +/-68.3 +/-67.4 +/66.7 +/-66.3 42 +/-70 +1-70 +/-70 +/-70 +/-70 +/69.5 +1-68.8 +/-67.6 +/67 +/-66 +165.1 44 +/-70 +/-70 +/-70 +/-70 +1-69.1 +/-67.5 +/-66.8 +/85.6 +/-65 +/-64 46 +1-70 +/-70 +1-69.4 +/-68.4 +/-67.4 +/-65.8 +/-65.1 +/-63.8 +/-63.2 48 +1-70 +188.8 +1-68 +/86.9 +1-66 +1-64.3 +183.5 +1-62.2 50 +/89.9 +/-67.6 +/-66.8 +/85.7 +/-64.7 +/-62.9 +/-62.1 52 +/69 +/86.6 +1-85.7 +/-64.6 +163.8 54 +/• 88.3 +/-65.7 +1-64.8 +183.6 +/-62.6• •.+/-/-61.7 • • • • • • • • • • • • 56 +/87.7 +/-65 +/64.1 +/6 • • • • • • • • • • •2.8 58 +/-67.3 +164.5 +163.5 • • • • • • • a • 60 +1-67 .• ••• • • • • • •• 62 +/-66.9 63-3/16 +/86.8 _ - - - •• • ••� •.• ••• ••• • •• • • NOTES: • • • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDALFITJTRAlhp ell MAILED ASSEMBLY. 2) SIDELITERRANSOM MAY BE A SINGLE, STAND -ALONG OMr. • • • • • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. • • SIDELITE/TRANSOM INSTALLATION (0) 28" O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28" O.C. MAX. IF LONG SIDE IS 40" OR LESS 23-1/2" O.C. MAX. IF LONG SIDE IS OVER 40' 23.1/2' O.C. MAX. IF SHORT SIDE IS OVER 40" 6' MAX. (SHORT SIDE) L 28" 0.C. MAX. IF SHORT SIDE IS 40" OR LESS SEE TABLE 10, SHEET 6FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12 MAX (LONG SIDE) (WIDE STILES AND WIDE RAILS SHOWN 014 SIDELITES) 23-1/2" O.C. MAX. IF SHORT SIDE IS OVER 40" 28' O.C. MAX. IF LONG SIDE IS 40" OR LESS 23-1/2" O.C. MAX. IF LONG SIDE IS OVER 40" (SHORT SIDE) - (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES1 SEE TABLE 10, SHEET 8 FOR ANCHOR QUANTITY, SEE TABLE 1, SHEET 1 FOR ANCHOR TYPE. 12' MAX (LONG SIDE) PRODUCT REVISED as complying with the Florida Building Code. Acceptance F�piretion Date 411. .40 By 4i I Dade Prod.:cl. colt 03 A) CORRECTED TABLE JR - 03/18/15 U DIM. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • >- O A A�r J M J (7> ZU- t( LL OQ X1-2 Z W 020 • o> 00 -z az (941)-480-1600 0100 co 0 co ce 2 X03 u o00 .Ada N u) 01 2 '0N 7+0 0 10040 z clops 113 01 O 0151 "sa0 soyas 11 1 (11' N1 Alp /0;/ 5, .. 0C,E N SE .•�Q X it No. 58705 Tvg 'C;''ONAG. ' co ' A. LY1N MILtLER. P.E. P.E.ft 68705 TABLE 10: Sidelite)Transom Anchor Quantity Long Side (in) . 1 1 63-3/16 66-5/8 68 70 72 76 78 82 84 88 92 96 08 104 108 a 4 Yg m i Ig a a15 a 4 ...c. 4 m4 1 a0 a4 0 a 1 a7 4 n aO,¢Ua 4 a ag 4m a a 4 U a nlalaln a0 4 a a0 4 a a 4 a a a co U 7 4 0 a a U' U' 2 Shod Side aUa.a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 24 Long Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 8 2 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 28 Long Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 8 5 6 5 6 5 6 5 5 7 6 7 .6 y co 32 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 7 6 8 6 2 36 Shorn Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 38-3!4 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 6 9 6 40 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 8 4 6 4 6 5 7 5 7 5 8 5 8 5 8 5 5 9 6 9 42 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 5 7 5 7 5 8 5 8 5 8 6 5 44 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 5 46 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 8 4 6 4 8 4 6 4 7 4 7 5 7 5 7 6 8 5 48 Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Lora Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 W Short Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 52 Short Side 4 3 4 3 4 3 4 3 4 3 3 3 3 3 3 3 3 3 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 7 5 54 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 5 4 6 4 6 4 6 4 6 4 6 4 7 4 56 Shorn Side 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 8 4 6 4 58 Short Side 4 3 4 3 4 3 4 3 4 3 4 3 Long Side 5 4 6 4 6 4 6 4 6 4 6 4 ea Short Side 5 4 5 4 5 4 4 4 4 4 Long Side 5 4 6 4 6 4 6 4 6 4 62 Short Side 5 4 5 4 5 4 5 4 Long Side 5 4 6 4 6 4 6 4 633116 Short Side 5 4 5 4 5 4 Long Side 5 4 6 4 6 4 66-5/8 Short Side 6 4 6 4 Long Side 5 4 6 4 • •• ••• • • • • • •• • • • a • • •• ••• •• • • • • • S. • ••• • ••• •5• ••• • • • • • • • • • • • • • • • NOTES: • • • • • • • 1) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITFiNJ THE6•ME SIDBLITWTRAN8C0101k MULCER ASSF•MIVLY. 2) SIDELITE/TRANSOM MAY BE A SINGLE, STAND-ALONEeIQ11! • • • • • 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. RODUCr I complying with the Honda uilding Code S . OS icP!d' e No Date 1��4=7 • 1, A) NO CHANGES THIS SHEET - JR - 03/18115 (941)-480-1600 CO In CLOG 0 0 ird uMOJO W F I- Q 0 0 0 0 ,a tri Lf) 2 ON 050 N LI - 0 0 0] CO a( DOS_, U, In LL PILL "Sea it � 1...... rA4jO,� '\s.•• • \'EN T •..-P;Q • Q.' • :'•'u No. 50705 g it:R ST TE F tLy • •.''LCR1D?'.•' C9 . ",'ONA1- \ A. LYNN MILLER. P.E. P.EJt 58705 ••• • • • • ••• • • • • S • • • • • • • • •. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EMBEDMENT - EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN.#10 FLATHEAD SMS, SEE TABLE 1, SHEET 1. 1/4" MAX. 1111741 SHIMIMANO ''''' r �r INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. 13 mm �- EXTERIORn V DETAILO EXTERIOR 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET EMBEDMENT EDGE DISTANCE INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. DETAIL ALSO SEE BELOW TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM 23 ''''' i!#`4 ° i,I ' 2s 4 wowimgoo DETAIL ALSO SEE ABOVE 26 EXTERIOR CJ• ••• • 1 ANCHOR PER HINGE TO BGTHROUGH • - SUBSTRATE. MIN. 3/16" FLATHIAD • ULTRACON. SEE TABLE 1, SHEE111. •• !•• TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. 0 0 0 [11W4 0 �J 'fly TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. 111011 0 32 • 1 WRENji DOQR M ILLIOI4 • DETAILO • • •• • • • •• 0 70 EXTERIOR TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 1. EXTERIOR INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. • • • • • • • • • • • •! "1X' 2) WOOD BUCKS DEPICTED ON THIS SHEET AS , ARE CKS WHSE TOTAL LESS TH,#•11.1/2".3)( WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1-112" TH GR TERINS=AL�TION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE • AUTHORITY HAVING JURISDICTION. � • • • • • • 3) FOR ATTACHMENT TO METAL; THE STRUCTURAL MEMBIFOSYIALL l3= OF A SIZ! j(fPROION FULL SUI•PERT TO TINE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULL APPLIES%O THE NHOLE SYSTEM. DETAIL J� >RODUCT REVISED is complying with the World. NildIng Code Acceplenee N 2xplretlB11 Dem BY Product rc A) NO CHANGES THIS SHEET - JR - 03/18/15 • W N N- o r7J Z LLB) uj HZ m0 O O O O —z D.Z O N (941)-480-1 600 00105 co 0 V) O 0_ 0 Uro 5 z O ui a 'ON OM° Csl U- 0 I-. 10045 zz a,OOS B) B) 0 LL '0000 sodas ( rpP1V LYNN R/7,, '", •• oC•ENSk- '•�FP No. 50705 )4, /615 1t- • S7 ,TE I ''' /ONA - '�/,,,,Illli�t1, A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • f • •• •• ••• • • • ••• • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. 1/4' MAX. SHIM O// 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. #10 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DOOR VISIBLE LIGHT WIDTH (DLO) EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. EXTERIOR 1' FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4' MAX. SHIM DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DOOR FRAME WIDTH DETAIL TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EMBEDMENT EDGE DISTANCE <LZ MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 114 MAX. SHIM CONCRETEICMU PER ANCHOR REQUIREMENT EXTERIOR IX WOOD BUCKSTRIP, SEE NOTE 2. • THIS SHEET. INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS lx", ARE BU i1/1-Idte 2TAL THIOKNESSIIII NESS THP1Jd-V2'.�Y•VIpOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS '2X" ARE 1-1/2• THIC OR REALER. INSTJ LAUON Te THE SUBSTRATE OF•VOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 • • • • 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SI -ALL 9E44 SIZE :0 P OVID EULLSUP RT TO TRE FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOORRSID•LITEARANSOM O%MIJLLI0 1 APPLIES TP$TAE WI-Irt SYSTEM. DETAIL SIDELIT€!=RANSOM FRAME WIDTH — ••• • • • • • •• • • • • DETAIL>) •• • • • •• ••• •• • • • •• EXTERIOR EXTERIOR CONCRETE/CMU PER ANCHOR REQUIREMENT DETAIL( C INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. PRODUCT REVISED comply withd the Florida 0 Building Code 5 Acceptanco No ExphwionDa G •ri/ir i9 By Al A) NO CHANGES THIS JR - 03/18/15 U 0 • , O cMI NNa J M J esi°' LL ZID LL 1 Z m ▪ O >4 0 �z n z (941)-480-1600 Slo0 O coO Me u ul0 N Z 0 Q- 0aa U) 'ON `SMO r LI - 0 O 07 1..45 V) z Z S/o0s to U) 0 LL atm 0sa0 saua5 \111111111111 \\\ph1y LYNN M/ c��.' ,,JCENS� •. <T: ,� No. 58705 •' * 6 /6 ?per•. STEO .�� ;• Fs 'SIONAV. �.1LMMN,MIJ.LEh, P.E. P.E.8 58705 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • •• DETAIL® INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH lX BUCKSTRIP INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT • EDGE DISTANCE 1 • EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. INSTALLATION NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. 2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X". ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS '2X" ARE 1-1Y2- THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 1/4" MAX FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, • • • • • SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE • • WOOD•2X OD BUCKSTRI• SYSTEM. • • OR FRAMING► SEG • • • NOIE I, THIS S�IEE• •• EXTERIOR INSTALLATION • • • D:TIQN • INSTALLMTIOY ANGHQj1S • • INT02X WOD. • • • •• • • • • • • • • •• ••• •• 1/4"MMAX SHIM SEE FLUSHBOLT DETAIL, SHEET 12 DETAIL( DOOR VISIBLE LIGHT HEIGHT (DLO) DETAIL( 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. DOOR FRAME HEIGHT • EDG!DISTANCE --}- TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE CABLE 1, SHEET 1. T EMBEDMENT INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH lX BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 1/4" MAX SHIM 14115 EXTERIOR INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. CONCRETE PER ANCHOR REQUIREMENT DETAIL() 23 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. SIDELITE/ TRANSOM WINDOW FRAME VISIBLE LIGHT HEIGHT HEIGHT (DLO) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1/4" MAX. SHIM OR 3.4 KSI NON- SHRINK, NON-METALLIC GROUT - FULL LENGTH EMBEDMENT EDGE DISTANCE I'RODUCT REVISED as complying wil the Florida Building Codo Aoceplanco No EapUglloo D By Ni ▪ • Date ff:Plt p e Pro ud on A) NO CHANGES T SHEET - & JR -03/18/15 m ❑ >- (� v.N 0� J J ZLL N• CL — 1{D m0 n> •Y o z LL z (941)-480-1600 M r. 0100 `1 0 0 D' •08 UMOJO P7 Z 0 g —JCD z U) U) ❑ i •oN 090 01 LL O 0) 100ys W I— z woos LL •0900 seue5 lll 0Ny I LYNN I M/C� oCENSF••. ▪ No. 58705 _ VL 6 i6ST IF S ,a .•.,F,CCRIOP.. S'S"ONAI'�� . A. LYNN MILLER. P.E. P.E.II 58705 ••• • • • • ••• • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • 4.565 3.925" 07 c911 -VO 1 FRAME HEAD & JAMB #20000,Rigld Cellular PVC .080" le- 1.503" 3,564" -+I 1.075" 1- 5 H NGE STILE REINFORCEMENT #20013, 6063-T6 1.994" 1.359" r .062' -+ .11 CDINACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC .050" r.632' �} J .3888" T SINGLE DOOR 20 ASTRAGAL COVER #20012, Rigid PVC .080" FRAME SILL #20001, Rigid PVC 1.500" 3.518" .888" 1-- C) TOP & BOTTOM RAIL REINFORCEMENT #20014, 8063-T6 281" 1.140" r_ raao" CDBEVELED 14 BEAD #20005, Rigid PVC 4.922" 5 .312" iT 1.750" 3 PANEL RAIL &STILE #20002, Rigid Cellular PVC } .58H~ 2.28811 ---r-I 2" 0 1.457" Lon, SIDELITE ADAPTER #20003, Rigid PVC 7 PANEL STILE REINFORCEMENT #20015, 6063-T6 1.140" .281" .060' OGEE BEAD #20006, Rigid PVC 1.075" 8ACTIVE ASTRAGAL #20018, 6063-T6 1.450" 10" 070" _-' OFRAME SCRE� 16 COVER #20007, Rigid PVC •• ••• • • • 9i " • S• L • • 2.285' f►{ 540'1+-• • I • • 0.15" • • • I��1I •• •• • •:1 • • •• • • 723" .930" ,500. 11 11 • •• • • }j (j •• •••T • •• • • • II•: r J } .062' .191 SILL CSP • • �C #19009, Rigid PVC • •• • • • •• ••• • ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS, LTD. --►1H.- .063" ANCHOR THRESHOLD 'PLATE* • 24 • • (GAP 1:03 , 601-T6 • #2020, 6063-T6 • • • • • • • • •• •• •• • • • • 9 INACTIVE ASTRAGAL #20017, 6063-T6 L075" =uI 343" .-a .840" kJ ADD-ON FIN/FLANGE #20008, Rigid PVC 1.012" 17 -if. .047" / DRIP CAP #20021, 6063-T6 .200" - .374" .100' 0"FRENCH 10 DOOR MULLION #20022, 6063-T6 .060" .375" rI-+- 1.625' Q20 1" MULLION CAP 009, Rigid PVC �l+ 1.625' �{ TL JI .050" OHINGE TRIM 26 COVER #20023, Rigid PVC 1.258" .773" ACTIVE ASTRAGAL COVER #20011, Rigid PVC .062" -"RODUCT REVISED as complying wit the Florida Buildlonca N Acceitto i Expiration Data -ylrrt 3y 4/ II. 'r7�/ • ••`;. ' Product •' QA)NOCHANGES THI�ET- JR -03/18/15 m rc v A N J LL nLL - UU_ XS F Z LA a o O O O YO 0zoz (941)480-160( M a,eo J N 8 co co O O 7 � s u s Z 0 CCD w '^a8 W 0 i TMO U- O 0 1.048 zZ 0 038 u1 0 U- atl'1 "sea 66uas \\11111 It/, \.Ns/ LYNN Afj��''% Vit',,.• o0EN8C'•.,F,Q No.58705 --13 s/` / Q• STATE OF �•,� ' S S/ ECS A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • # PGT Part Description Materiel 1 20000 boor & SIdelite/Trenaom Maln Frame Cellular PVC 2 20001 Door Frame SIII Rigid PVC 3 20002 Panel Nis & Rell Cellular PVC 4 20003 Sidelite Adaptor Rigid PVC 5 20013 Hinge Stile RNnbrcement Alum., 6063-38 6 20014 Panel Rall Reinforcement Alum., 6063.76 7 20015 Panel Sib Reinforcement Alum., 6063-T6 8 20018 AM ON Astragal Rigid PVC 9 20017 Inactive Astragal Rigid PVC 10 20022 1' French Door Mullion Alum., 6063.76 ( 13 20004 Inacthe Aelrsgal Cover RiOId PVC 14 20005 1-1/18' Bevel Bead Rlgld PVC 15 200011 1.1/18' Ogee Bead Rigid PVC 16 20007 Screw Cover Rigid PVC 17 20008 Addan Fin/Flange Rigid PVC 18 20009 1' Mullion Cap Rigid PVC 19 20011 Active Astragal Cover RIO PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20018 3111 Screw Cover Rigid PVC 23 19031 Anchor Plate Alum., 6063.16 24 20020 Threshold Cover Alum., 8063.16 25 20021 Drip Cap Rigid PVC 26 20023 Mnge Trim Cover Rigid PVC 28 Fin Weatherstrip 29 1871/3 Frame Weatherstrip 31 714FPT410XW Frame•to-Wide Slab Screw. #14 X1-1/2' Ph. FH, 16.625' 0.C. Sleinbe■ Steal 32 7S101X Frame4o-Iter. Slab Screw #10 X 1' Ph. FH, 28' O.C. Stainless Steel 33 78X1FPT410 Reinbrcement Screw. 88 X 1" Ph. FH, 18' O.C. Stainless Steel 34 710X2FPAX Frame Assembly Screw: 010 X 2' Ph. FH Stainless Steel 35 714FP741OXW W -W Slab Assembly Screw #14 X1-112' Ph. PH Stainlesa Steel 37 71420X2.25 N -W Slab Assembly Screw #14 X2.114' Ph. FH Stainless Steel 38 Cardinal XL Edge Spacer 39 ravines DursSeal Spacer, Composite Seelant/Deasicenl 40 82689 Ousnex SuperSpacer, Foam EPDM vel Desiccant 41 720026 Setting Block, (Duro.=85 H- 5) EPDM 42 Sackbeddirig: Dow -905 or GE -7100 Silicone 43 Argon Gee 44 8H15140 Hot Mak Butyl 47 -73 vee Hardware BOM, Table 12, Sheet 12 90 20033 inactive Astragal Cap Acetal 91 20035 Active Astragal Cap Acetal ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS. LTD. ANCHOR 0.C. DIMENSIONS SHOWN AS MAXIMUM. DAYLITE OPENING (DLO) SIZES WHEN USING PART # 3: (WIDE MILS OR STILES) X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT • • • • • X DOOR FRAME WIDTH • 12.3 = DLO WIDTH• (XX DOOR FRAME HEIGHT) - 12.1 = DLO HEIGHT • • • • • (XX DOOR FRAME WIDTH 12) - 11.5 = DLO WIDaTH • SLT/TR FRAME HEIGHT- 12.1 = DLO HEIGHT • • SLT/TR FRAME WIDTH -12.1 = DLO WIDTH • • • • • WHEN USING PART # 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH 34 DOOR HEAD DOOR PANEL HEAD 3 DOOR JAMB 1 26 DOOR PANEL HINGE STILE 1.0 67 Ae DOOR PANEL LOCK STILE I INSTALLATION ANCHOR INTERIIOOR 4 q-2)— • • 2 91 00 PRODUCT REVISED as complying with the Florida Building Codo Acceptonco No E. Iretlon Dal DP Ni 0 o Product Conte 19 rc ' A) ADDED #38 - JR - 03/18/15 CO K 0 A N J J -J O zLL u- 6 ad F m Z 0 6 • O0 �Z az DOOR JAMB • • • • • • • .• • • ••• • • • • • • • • • • • • •• • . • • • • •• • • •• ••• • • • •• • • • QOOR (SILL 6 SIDELIEITRANSOM JAMB W/NARROW FRAME SIDELITEITRANSOM SILL W/WIDE FRAME (HEAD SIMILAR) 0 0) 0100 07 OMO F Z 01013 0) 0 LL 01131 .0000 u83 ,11 \‘77vc,(ILYNN r6/L 1' �. • •�7CENSE••„7 No. 58706 (� 57 CrE OF ,u;.. IONA1- 1111111�1l,,, A. LYNN MILLER, P.E. P.E.# 58705 ••• • • • • • • • • • • • • ••e • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 70-73 HARDWARE DETAILS & LOCATIONS EQUALLY - SPACED EQUALLY - SPACED EQUALLY SPACED 44" MAX. (4749) s7 8" MAX. TABLE 12: "X" CONFIGURATION # PGT Part# Description Material 47 666032701 P3000 3 -PT Rhino Lock (6'8"), Amesbury Inc. Stainless Steel 48 666032702 P3000 3 -PT Rhino Lock (over 6'81, Amesbury Inc. Stalnless Steel 49 71032XIFPFX Rhino Lock Screw: 10-32 X 1" Phil. FH Stainless Steel 52 20027 Adjustable Strike Plate Assembly, Amesbury Inc. Stainless Steel 53 20028 Center Strike Plate Assembly, Amesbury Inc. Stainless Steel 64 7S101X Strike Plate Screw, (X): #10 X 1" Phil. FH 410 S.S. 65 78X12PFHUX Strike Plate Screw, p08: #8 X 1/2" Phil. FH 410 S.S. 60 7SB1202 Flush Bolt Q0 61 7803725 Flush Bolt Rod Q0 62 420034 Flush Bolt Guide (09 • • • • • • • • 63 7832X12FP).P Flush Bolt Guide Screw: 8-32 X 1/7' Ph, FH • • • • • 64 48033N •.• Guide Pin (X>4 • • • • • a • • • 65 78036 Flush Bolt Strike Plate (XX), Amesbury Inc. • • eStai•leeis St#eI 66 7832X12FPXP Flush Bolt Strike Plate Screw, pop: #8 x914" PI1!0.'FTI • ono SA. 87 varies Handle/Lever 68 varies Dummy Handle/Le\er 70 20025 Butt Hinge, Amesbury Inc. • • • • 5ainleV+Srel 71 71032XIFPFX Hinge, Slab Screw #10-32 X 1" PhPFHa • •Stainlessteel 72 7S101X Hinge, Frame Screw. #10 X 1" Phb..Frl• _ :Stdltlless6teel • •• ••• • • • •• • • i / / / \ o en n \: • •• • • • • •• • • • • •• "XX" CONFIGURATION HINGE DETAIL: ••• •• • • • • • • •• •• • • SEE DETAIL. TOP LOCK SIMILAR 9/16" BEYOND PANEL 60 FLUSH BOLT DETAIL: 'RODUCT REVISED p complying wish the Florida foddIng Code S," oreptawa No v •• iration Date Dy Or, � • . al j A) NO CHANGES THIS ET- JR - 03/18/15 aria Product C rc U rc 0 0 A J J Cr) M Z "- h 1L S 1.L1 j_Z 030 w > 0 z Y ,- z o • (941)-480-1600 al op Y 0 O cc u,xo p 0 i oN DMO L 0 0.45 co eIor,5 N 0 LL a11'1 •'sea SallaS N1.YNNld9/(• :. V (�• • •�.•'�\CEN S•E 'P * No. 58705 LY = L,1 Sl/TE •.SU, ..• F/.01: OP••.`C-; S iONI:\\- `,. A. LYNN MILLER, P.E. P.E.# 59705 • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Window & Door Solutions, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "4100"Aluminum Sliding Glass Door (Steel-reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. W09-17 Rev G, titled "Series 4100 Alum Sid. Glass Door (L.M.I.)", sheets 1 through 6 of 6, dated 03-11-09 and last revised on May 06, 2015, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control:Re.inion stamp wit the Notice of Acceptance number and expiration date by the Miami -Dade County Product Contld Section. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidnde.f:ov/economy MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. OX, XO or OXO configurations. 2. Typical pairs of anchors to be used at each location shown in elevation in sheet 1. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,4state aiielseries and following statement: "Miami -Dade County Product Control Approved", noted herein. . • • • RENEWAL of this NOA shall be considered after a renewal application has been filed ail thele has bion, ne• 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 chatrge inthe 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 cf the Building Official. This NOA revises & renews #13-1224.01 (former Truffle Windows & Doors, LLC) consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • • • • • •••• • • • •••• • . • •• NOA No. 14-1103.02 Expiration Date: July 08, 2019 Approval Date: May 13, 2015 Page 1 AWP Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections( Submitted under files see below) 2. Drawing No. W09-17 Rev G, titled "Series 4100 Alum Sld. Glass Door (L.M.I.)", sheets 1 through 6 of 6, dated 03-11-09 and last revised on May 06, 2015, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-1224.01/#12-0118.31 & #10-0804.04) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with marked -up drawings and installation diagram of an OXO aluminum Sliding glass door, prepared by Fenestration Testing Lab., Test Report No. FTL-5766, dated 01/23/09, signed and sealed by Michael S. Wenzel, P. E. C. CALCULATIONS (submitted under file #13-1224.01) 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5'' Edition), prepared by Al Farooq Corporation, dated 03/31/14 and last revised on 06/04/14, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 &-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER).. . E. MATERIAL CERTIFICATIONS • • • • • 1. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Conig ty.(MA) for.the "Saflex CP: Saflex and Saflex HP Composite Glass Interlayers with PET Gare:', expiring an 12/11/18. •••••• • 2. Technical strength data of flexible vinyl (Apex 31674) gasket extruded by' WItZ3lastig1tttM Jnc. .. •• •••• • • • . . • F. STATEMENTS . .. • •. 1. Statement Ietter for Name change Request dated July 15, 2014, issued by AWP7LLC isigrie l by • Gerardo Beros, director of Engineering. •. •• • ••• . ... • 2. Statement Letter from Trulite Window & Door Solutions, LLC, owners of existing NOA,'stIting that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA (notarized Schedule A), dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial Officer. 3. Asset purchase agreement dated March 20, 2014, between Trulite Intermediate Holding, Inc.(Asset Sellers) and AWP Windows and Doors, LLC (Acquiror) signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC 4. Statement letter of conformance to FBC 2014 (5th Edition), prepared by Al-Farooq Corporation, dated 01/04/12, signed and sealed by Javad Alunad, P.E.( submitted under file #13-1224.01). k LI.., \. Isl'hq 1. Clianda, P.E. Product Control Examiner NOA No. 14-1103.02 Expiration Date: July 08, 2019 Approval Date: May 14, 2015 E-1 • . AWP Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continue) : (Statement below were submitted under files #13-1224.01(Truelite) #12-0118.31 & #10-0804.04) 5. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 01/04/12, signed and sealed by Javad Ahmad, P.E. (Submitted under file #12-0118.31) 6. Statement letter of compliance, part of the above referenced test reports 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. 8. Certificate of registration of Arch Windows, LLC in State of Delaware, dated 02-03-10. 9. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02-04, 2010, managed by Arch Intermediate Holding, LLC. 10. Florida Dept. of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively. 12. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC). G. OTHER • • . ... . . 1. This NOA revises #13-1224.01(former Trulite Windows & Doors), expiring pliiy 08, 201. 2. Test proposal dated 08/04/08 approved by BCCO. E-2 • • • .... • . .... • . .... . • ..• .. .... •. . • • • •• . . •. • • .. . •... • . .. . Ishaq 1. Chauda, P.E. Product Control Examiner NOA No. 14-1103.02 Expiration Date: July 08, 2019 Approval Date: May 14, 2015 DESIGN LOAD CAPACITY - PSF DOOR FRAME (OXO 0) INCHES DOOR FRAMEWITH W9111 (0X0) INCHES DOOR FRAME NCIH 5 7/10" LAM. GLASS EXT. (+) INT. (-) 72 108 ,I i II 60.0 60.0 80 120 (:)---L-- // 60.0 60.0 88 132 60.0 60.0 96 144 82 60.0 60.0 104 156 55.6 55.6 112 168 51.6 51.6 72 108 60.0 60.0 80 120 60.0 60.0 88 132 84 60.0 60.0 96 144 60.0 60.0 104 156 55.6 55.6 72 108 60.0 60.0 B0 120 60.0 60.0 88 132 90 60.0 60.0 96 144 60.0 60.0 72 108 60.0 60.0 80 120 95-1/2 60.0 60.0 88 132 60.0 60.0 96 144 60.0 60.0 DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER IBC. 3/16" HEAT STREN'D GLASS .075" Interloyer - Sof leo CP With PET Core By 'Eastman Chemical Co.' 3/16' HEAT STREN'D GLASS SILICONE GE 2800 GLAZING DETAIL DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT - 6.625" D.L.O. WIDTH (FIX. PANEL) = PANEL WIDTH - 5.750" D.L.O. WIDTH (OPER. PANEL) = PANEL WIDTH - 6.000" PANEL HEIGHT = DOOR FRAME HEIGHT - 0.875" SERIES 4100 ALUMINUM SLIDING GLASS DOOR DESIGN LOAD CAPACITY FOR DOORS TO BE AS PER CHARTS SHOWN ABOVE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 26Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •° NOT PART OF THIS APPROVAL. • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 6" MAX. HEAD/SILL CORNERS 144 1/2" 12" MAX. HEAD/SILL DOOR FRAME WIDTH 3" MIN. TYP. (3) PAIRS AT INETRLOCK/ASTRAGAL ENDS DOOR FRAME HEIGHT 94 5/8" --- _ - -- t t 1 t I t 2 e ® // ,I i II i // I I I I I 1 rru ---T-- I I _ - PANEL HEIGHT 88" 0- ri - O J -- (:)---L-- // 43" D.L.O. WIDTH 48 3/4" FIX. PANEL WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH A • • •Q • • • y ••• • • PO ; I• O o- APPROVED CONFIGURATIONS 42 3/4" D.L.O. WIDTH 48 3/4" I 43" D.L.O. WIDTH 48 3/4" MOV. PANEL WIDTH TYPICAL ELEVATION TESTED UNITS, mw FIX. PANEL WIDTH IROOUCr 10'1,i,ED Is complying n Oh the FIor4UL BuMleg Cede A«eva.< No /y•-//63-02 6epirflbf Dgyue ii(Y OAfb( g IsLiCkf pf0•�Qf� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 rHESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. Eng,: JAVAD AHMAD CML EU. PE 70592 C.P.N. 538 1)15 n- a- U 0 0 ttl NJ NJ U) D' 0 Q la FAX (305) 883-1309 F=M m N 0 ^ J I ED •u_ 0- MJ 73 O COM O u S a C V S B B V 8 B e i B 02 A' drawing no. W09-17 sheet 1 0t 6 ••• • • • • ••• • • • • • • • • • S • • • • IF • • • • • • • • • • • • • • • •• •• • • • •• •• •9• • • • ••• • • • • EDGE DIST. ' 9 CONCRETE . 3 KSI MIN. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING a a 1-7/87 MIN.. 1BY W000 BUCK SEE NOTE SHEET I 0 0 0 CONCRETE 3 SCSI MIN. e a EDGE DIET.. 1 IJ TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CLIP C LOCATION CLP TYPE 'C' HEAD COVER REMOVED TO SHOW CLIP 8 Er ° 01111) i ril- 111 0 1 HEAD COVER BETWEEN FIX. PANELS FIXED PANEL CLIPS INSTALLATION SHOWN IN DETAILS FOR DOOR FASTENERS SEE SHEETS 2 THRU 4. •• •{• • • 1• • • • • 11 •• • • • ••• 11 • CLOD *PE 'Or 6 • • AT MIDSPAN OF FIX. PANELS • ••• • POURED & HAROENE• • • HIGH STRENGTH GROUT • •NON -SHRINK, NON-MEL=IC • •• Fc - 5000 PSI MIN. NOT BY AWP WINDOW! • • • MUST TRANSFER SHEAR LOADS TO STRUCTURE • • • CLR•IYPE SILL COVER REMOVED TO SHOW CLIP • ••• ••• ••• • • •• • • • •• • • • • • • • • • •• •• •• • •• • SILL COVER BETWEEN FIX. PANELS Engr: JAVAD A1-4140 CM FLA. PE ' 70592 C.A.N. •38 62015 rt400tic T Hk'VISEII C6 wm/Nying x -NY the 09111168 C:dc Aercplener No J_4 -//03 .0 Z. Eapirsii. Dm* 1iI Iy —14_ z 6 F. gE8 O c 0 05 a 06Q oRC . 0 l,. 0 CD 0 0 to 0 0 0 3 8 0 1 5' a 0 0 si 0 drawing no. W09-17 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sheet 2 of 6 EDGE DIST TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING CONCRETE a3a SI MIN. d 0 2BY WOQVEIUCK OR iiihhihDSTRUCTURE nt- TYPIcAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING J4" DIA. TAPCON BY 'ITV (Fu=120 KSI, Fy-92 KSI) 1 /4" DIA. UI TRACON BY 'ELCO' (Fu=177 KSI, Fy.155 KSI) 'INTO 2BY WOOD' BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY'BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" 'MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) .1-1/4" MIN.. EMBED INTO CONC. OR MASONRY (JAMBS) (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (STEW 1WS NTOCT•NITHU LUMNUIII TO 6i PLATED OR PAINTED) • • • • • • • • • 1/i" DIA..TIKS.OT2.�SE{F ARIL:NO•.SC}tI.IVS (GRADE 5 CRS) i:1y Itl{TQ•MI ADt'UN%XPP:OV:D litilIONS (MIN. THK. 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE •INTO.00MCRETE AND MOSIDIRRY = i''Sb 2'•MN. • • kITO IyETOAL .ST RE i 11 /7;MINMIF •• • •• • • •• •• •• • • CONCB&E AT HEAD! SILL OR JAMBS f'c•= 300(9 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. 0 5 MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Klmiris_Ramm— TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Engr. JAVAD AHMAD CML . FIA. PE / 70592 G.A. 3535 002015 ILODUCT s. warMpY Ki IFae HIee1& o guiding Cn. /-I(U3•ea 4.ppb•oe,• E+rtrnlo. Md Dods COMP -ANL\W09-17A (305) 883-1309 B C 0 n 0 0 0 0 V 0 0 0 1 0 v 0 "I c 0 1 S drawing no. W09-17 f.heet 3 of 6 ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • PANEL WIDTH 1/4" MAX'. LOAD 8 •'INC SHIM • D.L. OPG. m ® m MEIN TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1/4" MAX. LOAD BEARING SHIM CONCRETE OR MASONRY D.L OPG. D. L. OPG METAL STRUCTURE EXTERIOR PANEL WIDTH DOOR FRAME WIDTH PANEL WIDTH 1/4" MAX. LOAD BEARING SHIM D.L. OPG. 1/4" MAX. LOAD BEARING SHIM BY WOOD BUCK OD STRUCTUR D.L. OPG. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING PANEL WIDTH • • • • EX1DERIVIR4 9_ • • • • • • • • • • DOOR•FRAMBnWIDTII• • • • • •• • • •• ••• • • • ••• ••• • • • • • • • •• •• • • TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1BY WOOD BUCK SEE NOTE ON SHEET 1 L- CC 8 g ih CC In 0 o O o. 0 SECURITY LOCK' AT ASTRAGAL STILE SEE SHEET 1 FOR LOCATION ' SEE SHEET'6 FOR DESCRIPTION IIEVT6TD its eoepTYini whit tin Florid,. p, YuldbrB Cote �/ Eng, JAVAD AHMAD CN L FLA. PE i 70592 C.A.N. 6538 06 201. * uoa No tapir-611mDate fdrawing no. W09-17 sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRAME HEAD .258 d L- 8 INSERT ADAPTER 15 GLAZING STOP 1D PANEL TOP RAIL 11 LOCK STILE .875 1- ;5-6 • - .656' 1. 1.354 .-.999 2.460 062 FIXED PANEL BOTTOM RAIL 1- 2.062 1.546 • 1.000 LE'1-- � J .062 716 13 FIXED PANEL STILE r 1.062 O FRAME JAMB O MOVING PANEL BOTTOM RAIL 1 1 .078 1.591 1.343 -a - .094 1.185 .B29- ts 1.563-- - F .937 PANEL HEAVY INTERLOCK STILE HEAD COVER r.400i 0 II 193 • .210 GLAZING GASKET SCALE 1:1 17 FIXED PANEL CLIP 1.906 .125 3.625 2.188 .062 .499 1.156 1.656 - PANEL ASTRAGAL STILE 1.622 .100{ 0 1 1.000 �• • 011? F^-• • • • • • O • SILL CO•ER • • • • • • • .062 • •• ••• •• -1 1.000 1.010 •• • • •.081 • 1.022 • ©• • )L\•x!'71 • ASTRAGAL STILE. REINFORCING .375 INTERLOCK STEEL REINFORCING • • ♦ ' • • • • • • • • • • • 4.052 • ••• • • • • • • • •• 0 FRAME SILL 2.000 Engr: JAVAO AHMAD CML FLA. PE / 70592 C.A.N. 3530 FAX (305) 883-1309 fiODOCT kVVISED as 10111141ns with Me Foci•► samosas, N• 1" L•pir tin• DoN YM1d 0!d• 6 0 V 2- 8 0 s 8 drawing no. W09-17 sheet 5 of 6 •• • s • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • • • •• •• • • • ITEM PART 1 QUANTITY DESCRIPTION MATERIAL 1 YE -304 1 FRAME HEAD ALUM. (6063-T6) 2 YE -3010 1 'ASTRAGAL. REINF. (FULL LENGTH) ALUM. (6063-16) 3 YE 373 1 FRAME SILL ALUM. (6063-T6) 4 YE -309 1 HEAD COVER ALUM, (6063-76) 5 YE -3010 1 SILL COVER ALUM. (6063-16) 6 7 YE 303 YE -344 2 FRAME JAMB ALUM. (6063-T6) 1 PANEL HEAW ASTRAGAL STILE ALUM. (6063-16) 8 YE -379 2 PANEL BOTTOM RAIL (FIXED) ALUM, (6063-16) YE -306 1 PANEL BOTTOM RAIL (MOVING) ALUM. (6063-16) YE -307 . 3 PANEL TOP RAIL (FIXED & MOVING) ALUM. (6063-16) 11 YE -301 1 .PANEL LOCKING STILE ALUM. (6063-16) 12 YH-4044 1 SECURITY LOCK 0 48" FROM BOTTOM, FASTENED W/ (4) 18 X 1" PH SMS STEEL CHROME 13 YE 302 2 PANEL FIXED ENO STILE ALUM. (6063-16) ALUM. (6063-16) 14 YE -382 12 INSERT ADAPTER (7/16" GLASS) 15 YE -383 12 GLAZING STOP (7/16" CLASS) ALUM. (6063-76) 16 YE -325 2 PANEL HEAW INTERLOCK STILE ALUM. (6063-T6) 17 YE -377 2 FIXED PANEL CLIP (95" LONG) ALUM. (6063-T6) 18 YH-4003 1 KEEPER CAST (ZAMAK) YH-4016 1 EXTERIOR CONCEALED HANDLE CAST (ZAMA() r YH-40171 INTERIOR CONCEALED HANDLE CAST (ZAMAK) Y11-4022 1 DOOR HANDLE CAST (ZAMAK) YH-3023 2 ROLLER ASSEMBLY, FASTENED W/ (1) 110-24 X 7/8" PH MS STEEL Y11-4002 2 PANEL TOP SLIDE GUIDE 1,411.011 YH-4027 2 .. 1 x .375" REINF. BAR (FULL PANEL. LENGTH) STEEL (A36) 111-4010 AS REO.•D BULB VINYL WEATHERSTRIP VINYL Y11-4004 AS REO'D. .187 x .250" WEATHERSTRIP - Y1 1-6006 AS REVD.. .115"" x .500" WEATHERSTRIP - YH-4034 1 TYPE B CUP (2 x 2 x 1 x 1/8") ALUM. (6063-T6) • '01-4055 1 TYPE C CLIP (2 x 2 x 1 x 1/8") ALUM. (6063-16) u YH-4054 6 TYPE O CLIP (2 x 7/8.x 1/8 x 3") ALUM. (6063-T6) 31- 32 8 18_ x 3/4" PH. P.H: SMS. CAO PLATED - - AS REO '0 /8 x.1-1/2" FH. SMS. CAD PLATED 33 YF -2 46 110 x 1" PH. SMS. (PANELS/CUPS) CAD PLATED 34 YF -17 1/WHEEL 110-24 x 7/8" PHS.(WHEEL ADO) CAO PLATED 35 YF -10 4/FRAME 18 x 1" PH. SMS. (FRAME ASSY.) CAD PLATED 6 110 x 1-1/4" P.H. SMS. CAD PLATED YF -18 2 110 x 3/8" TRUSS HEAD 5M5. CAD PLATED YF 27 2 110-32 x 1" OVAL HEAD. SS. MS. STAINLESS STEEL 39 Y11-4013 4 PAD (INTRLK/ASTRAGAL (TOP/BOTTOM) - 40 69125375 AS REVD GLA2ING SPACER - 41 - AS REO.'0 110 x 1-1/4" FH. SMS. CAD PLATED 42 - 1 HOOK LOCK METALUC 43 Y1-624 AS REDD. GLAZING CASKET, DUROMETER 7035 SHORE A BY MELTPOINT PLASTICS (TEKNOR APEX COMPANY) _ VINYL _ • • • • • • •• ••• 2" WEEP NOTCH 0 EACH END • •• • PANEL CORNER DETAIL& • • FRAME CORNER DETAIL •• • • • •• • ••• • ••• ••• ••• • •• • • • • • • • • • • • • •• • • • • • • • •• • • •• • • •• ••• ••• • • • • • En94: JAVAD AHMAD CIVIL FLA. PE 1 70592 CAN. 3.38 6 2015 PRODUCT k8 V78Qp asomply* wit He Pled& Code A+Nptaate Na Innpir»la M47,1Yp¢r,oI Lel / ! / ye Pnd�t / SERIES 4100 ALUM SLD. GLASS DOOR (L.M.I.)J1 0 9 gow,.0 a o � rdrewiNg Da. l W09 -17i [sheet 6 of 6, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r Page 1 of 1 Summary of Products FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Window Series "300" Aluminum Fixed Window - LMI/SMI 74" x 122" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 Other: Installation Instructions FL15920 RI 11 Dwe.pdf Verified By: Frank Bennardo P.E. 46549 Created by Independent Third Party: Yes Evaluation Reports F1.15920 RI_AF F.val.pdf Created by Independent Third Party: Yes •• • • • • •• • • ••• • • • • • • • • • • • • • • • • • • •• •• •••• • • • •••• •••• • • • I • • • • •••• • • • • • • • •••• • • • • •• • • •• • • • •• • • •••• • • • •••• http s: //www. fl oridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgSDdF YerPIwH... 8/23/2015 H TM WINDOW & DOOR SERIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT •• • GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 202 / 203 & ASTM E1300-04 STANDARDS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. MULTIPLE UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER SEPARATE CERTIFICATION. 7, ALL EXTRUSIONS SHALL BE 6063-T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 8. EXTERIOR SEAM OF FRAME CORNERS, INSTALLATION SCREWS, AND GLAZING BEAD ENDS SHALL BE SEALED WITH SILICONE. 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 10. ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING CODE. 11. GLAZING DETAILS ILLUSTRATED HEREIN UTILIZE E.I. DUPONT DE NEMOURS & CO., INC. - BUTACITE PVB INTERLAYER N.O.A.# 13-0129.27 AND E.I. DUPONT DE NEMOURS & CO., INC. - SENTRYGLAS INTERLAYER N.O.A.# 11-0624.02 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS. SEE GLASS TYPES FOR ANY RESTRICTIONS. 13. WINDOW TO SUBSTRATE WATER PROOFING IS NOT INCLUDED IN THIS DOCUMENT AND MUST BE ADDRESSED ON A SITE SPECIFIC BASIS. NOT BY TM WINDOW & DOOR LLC. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL • • • • • •FABVIICMPION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, ST TE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. . • • 15. EPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE • • •I!TENDD }♦ 4�LLI�RATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND • • • • • • • •Iry LIDATE`THIS CERTIFICATION. • •• ••• • ••• • • • • • • • • • • • •• • ••• • • •• • • • • • • •• • •• •• • •• • • ••• •••• • • FL #15920.1 FRANK L. BENNARDO, P.E. W RRGKTBBt RI1pEPRWS 15-2370 •CALS: NTS 101 PAGE DESCRIPTION: COVER SHEET •• • • • • • 4 • • • • • •• • • • • • • • •• •• ••• •• •• • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• POSSIBLE ARCHITECTURAL SHAPES. O SHAPE MAY EXCEED SIZE OF TESTED RECTANGLE TRANSCRIBED AROUND UE SIDED TRAPEZOID HALF EYEBROW QUARTER SEGMENT TRIANGLE HALF -CIRCLE HALF ELLIPTICAL QUARTER CIRCLE TRAPEZOID FULL CIRCLE EYEBROW PENTAGON OCTAGON ARCH GOTHIC JOINT WELD POINTS TYP. (MAY VARY) EXTENDED FULL ELLIPSE HALF ARCH ELIPTICAL EQUAL LEG TRIANGLE FAN HALF FAN •• • • • • • ••• •• OVAL • • • • • • • • HEXAGON • •• • • • ALLOWABLE SIZES & LOADS MAY BE DETERMINED BY INSCRIBING ARCHITECTURAL SHAPES IN SQUARES OR RECTANGLES THAT DO NOT EXCEED SIZES ON PAGES 4/Ili v.• ARCHITECTURAL SHAPES ARE LIMITED TO ± 70 Psf. MAX. •• •• •• • ••• • • • • ••• • • • • • • • •• • • • • • • • HOTBOG • • • •• •• • • ••• SURFACE APPLIED FALSE MUNTINS OPTIONAL 12" MAX. FOR ANCHORS TYPE A & C OR 6" MAX. FOR ANCHORS TYPE 6 2" - 3" MAX FROM :IF 44. ANY JOINT OR CORNER 0 w1P* FRAME WIDTH ARpo, P.E` CEN 4:2 f� .Y WfdN11NN. DgNBR ry= AT • /Zr wui rva TYPICAL ELEVATION D.L.O. WIDTH = WINDOW WIDTH -4" D.L.O. LENGTH = x NOTE: Y T 1 J J a WINDOW LENGTH -4" ` ti FL #15920.1 hi. i 11E COPE RDIrt ela•hFANR DIPRFB! 15-2370 X WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. } PAG! DESCRIPTION! COVER SHEET 0f8 • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• EXISTING HOST STRUCTURE OPTIONAL SURFACE APPLIED MUNTINS FRAME 0 O O METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING BED OF ANCHORS PER ANCHOR SEALANT SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL). NOT BY T.M. ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION FOR SPACING SEE MULLION APPROVALS FOR MULLION TYPE AND SIZE. EDGE DIST 1/4" MAX SHIM WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EXISTING HOST STRUCTURE TYPICAL SECTION VERT SECT •• • • • • • ••• •• • • • • • • • • •• • • • •• ••• •• • • • •• • • • • •• •••• • • ••• • ••• • • • • • • • ••• • • • • • •• • •• •• •• •• •• • •• • • ••• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING EDGE DIST 2BY WOOD BUCK ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL PICAL ANCHORS' CHARTS FOR SPACING & QUANTITY TYPE 'A' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) THRU LAY INTO CONCRETE (2846 PSI MIN) OR GROUT FILLED BLOCK (ASTM C90) 1-3/4" MIN. EMBED INTO CONCRETE OR GROUT FILLED BLOCK. TYPE 'B' - 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (SYP#2 G=0.55 MIN) 1-1/2" MIN. PENETRATION INTO WOOD TYPE' C' - 1/4-20 DIA. SHEET METAL SCREW (GRADE 5 MIN) (Fu=120 KSI, Fy-90 KSI) INTO METAL STRUCTURES (5 PINCHES PASS THE THREAD PLANE MIN.) STEEL: Ye" THK. MIN. (Fy=36 KSI MIN) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE/GROUT FILLED BLOCK= 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. FL #15920.1 F' • NNARDO, P.E. «' , ./111.111tRipl,p V METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL: Fy= 36 KSI MIN. ALUMINUM: 6063-T5 MIN. 1/4" MAX SHIM ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING LEFtAME WIDTH --I 1BY OR 2BY 1/4" MAX SHIM WOOD BUCK r" ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING iO NOTE:t Y— I WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED HORIZONTALLY OR VERTICALLY AS SHOWN ABOVE. J } IL X EXAMPLE: A WINDOW WITH A FRAME HEIGHT OF 63" AND FRAME WIDTH OF 53%" HAS AN ALLOWABLE PRESSURE OF +/- 80 PSF FOR GLASS TYPE M4. THESE DIMENSIONS MAY BE REVERSED FOR AN ALLOWABLE FRAME HEIGHT OF 53%" AND AN ALLOWABLE FRAME WIDTH OF 63" FOR THE SAME GLASS TYPE AND ALLOWABLE DESIGN PRESSURE. SEE ( ) FOR EXAMPLE VALUE IN SCHEDULE "A." INTERIOR 1/4" MAX SHIM lx OR 2x WOOD BUCK (OPTIONAL) BED TYPICAL SECTION 6" = 1'-0" EXTERIOR D.L.O. FRAME WIDTH HORIZ SECT ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING XISTING HOST STRUCTURE IlAR FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TOO 70 Pel (SEE PAGE 2) DESIGN LOAD CAPACITY (All METHOD) FRAME DIMENSION (X) FRAME DIMENSION (Y) GLASS TYPE M1 GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE M5 GLASS TYPE M6 GLASS TYPE III GLASS TYPE 102 (+) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. +) P.S.F (-) P.S.F. +) P.S.F (-) P.S.F.(+) P.S.F (.) P.S.F,(+) P,S.F, (-) P.S.F. (+) P.S.F. (-) P.S.F. (+) P.S.F. (-) P.S.F. 28" 261/2 70 70 70 70 80 BO BO 80 80 80 80 130 130 70 70 80 80 37• 70 70 70 70 70 80 80 80 BO 80 BO 80 70 70 80 80 BO 80 53 1/8" 70 70 70 80 80 80 80 80 80 80 130 70 70 _ 74" 70 70 70 70 BO . 80 80 80 80 80 80 130 70 70 80 - 80 106 1/4" - - - - - - 80 80 80 80 80 130 - - 1111/4" - - - - 80 80 80 80 85 130 - - - - 38 3/8" 28 1/2" 70 70 70 70 BO BO 80 80 80 80 80 130 70 70 80 80 80 37' 70 70 70 7D 80 80 80 80 80 80 80 80 130 70 - - - 70 BO 63 1/8"- - 70 70 80 80 80 80 80 80 130 - BO 80 74"- - 70 70 BO 80 80 60 80 80 80 130 - 80 80 108 1/4" - - - 80 80 80 00 80 80 130 1111/4" - - - - - - BO 60 80 BO 130 - - - 60 SF' 26 1/2 70 70 70 70 80 80 80 80 80 80 80 80 80 130 130 70 70 80 80 37" 70 70 70 70 80 80 BO 80 BO 70 70 80 BO 531/8" - - - - - BO 80 80 80 80 - - - - • _ - - 74" - - - - - 80 80 80 80 80 80 - - - - 106 1(4" - - - - - - 80 80 - - - - - 1111/4" - - - - - - 80 80 80 - - - - - 83" 26 1/2 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 37' 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 531/8" - - - - - - (8o 80) ao 60 71' - - - - - 70 70 70 70 - - - - - - 108 1/4" - - - - - - 70 70 70 70 - - - - - - 1111/4" - - - - - - 70 70 70 70 - - - - - - • • • 741/4' • • • 20 1/2' 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 • 37• • 70 • 70 • S • 70 • BO . - 50 - - 80 80 80 80 60 130 70 70 80 80 •531•" • • • - • • - _ - BO 80 80 80 - - - - - - • 7} • • • • •_ - AI . 70 70 70 70 - - - - - - •IAA 114" • • • _ • •- • • 0 .. •-- • 0 • . - - - - - - - - - - - - •111 A. • • • 70 S 70 • 70 - 80 Bo BO . 80 . 80 . BO . 60 . 80 . 130 . 70 . 70 . 80 . 80 • 771l4 • • • • -26111' 37" 70 70 70 - 80 80 80 80 80 80 130 70 70 80 80 53118" - - - BO BO BO 80 - - . - . - 74" • - - - • - • - _ 70 70 70 70 - - - - - - • 1061(4 11-11-18 •.• • _ - - - . M 111/4" - • - •- • . • - - - - • • • • • • • • • • •• • • • • - • • • •• - FL #15920.1 J -J Ce 0 0 a<57 3 a a V 0-2 2z LL r e a � IIL QO gJ�G Cz t3 W5 ape g F tu 101 .8 nig pli 110 WPYRIOHTENOMEER ODO'RE88 15-2370 •CRLBI NTS 101 pAOB DESCRIPTION: COWS SHEET i • • • •• •• • ••• • • • • ••• • • •• •• •• • • •••• •• •• •• • •• • •• • • •• • • •••••• •• ••• • • • • ••• 1 • •• FOR SQUARE OR RECTANGLE OPTIONS - OTHER SHAPES ARE LIMITED TO 570 (SEE PAGE 2) 1 US4_ �, P.E., -�' NAS DESIGN LOAD CAPACITY (ASD METHOD) ! �, •TYgA•''. p "B" FOR SQUARE OR RECTANGLE OPTIONS- OTHER SHAPES ARE LIMITED TO 070 PS( PAGE 2) FRAME FRAME GLASS TYPE MI GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE 644 GLASS TYPE M5 GLASS TYPE MB GLASS TYPE 101 GLASS TYPE 102 • ` .' I�1p )L SCHEDULE DIM (X) DIM (V) (F) P.S.F (-) P.S.F. (+) P.S.F (-) P.S.F. (') P.S.F (.) P.SF. (.) P.S.F (-) PS F. (y P.S F (-) P.S.F.`(y P.S.F. (-) P.S.F. (') P.S.F. (-) P.S.F. (+) P.3.F (-) P.S.F. I.,'r� , fi y . DESIGN LOAD CAPACITY (ASD METHOD) 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 - - GLASS TYPE !GI GLASS TYPE IG2 30" 70 70 70 70 80 80 80 80 BO 80 80 130 70 70 80 80 FRAME FRAME GLASS TYPE M7 GLASS TYPE M2 GLASS TYPE M3 GLASS TYPE M4 GLASS TYPE M5 GLASS TYPE M8 P.S.F.(.)P.S.F (-) P.S.F.(o) P.S.F (-(P.E.F. 38" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 B0 80 DIM(X) DIM (Y) (4)P.S.F (-)P.S.F.(0)P.S.F (-) P.S.P.(5.)P.S.F (-) P.S.F.(.) P. .F (-)P.S.F.(+) P.S.F.(-)P.S.F.(«)P.S.F,(-) 80 42" - - 70 70 80 80 _ 80 80 80 80 80 130 - - 80 80 3 , F ENGIN IIVG EXPR „°n cn W 12th AVE.!!! ,E O FIELD BEACFS rt $84 1) 354-0660 FAX: g VWWW..E GEXT�g. % Awad . B@1NARD0. P.E. INCASINM• 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 70 70 80 80 80 _ 80 80 80 BO 130 - 80 80 7 b 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 8, 40 - - 80 BO 80 80 _30" 38• 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 54 - - - - - 80 80 _ al, 4Y 70 70 70 70 80 80 80 B0 80 80 80 130 70 70 80 BO 60 - - - 80 80 - 38" 48" 70 70 70 70 80 80 80 80 80 80 130 70 70 80 BO 66" - - -• 70 70 70 70 70 70 - - - .% 54" 70 70 70 70 80 80 80 80 _ 80 80 __80 80 130 70 70 80 80 72" - - - - - 70 70 70 70 TO 70 80" 70 70 70 70 80 80 80 80 80 80 _ 80 130 70 70 80 80 74' - - - 80 80 130 - - 80 80 68" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 24" - 70 70 80 80 80 80 80 _ 80 80 80 80 80 80 80 130 80 BO 72' 70 70 70 70 80 80 80 80 80 80 BO 130 70 70 80 BO 70 70 70 70 BO 80 80 80 80 80 80 130 80 BO 74" 70 70 70 70 80 80 80 80 80 80 BO 130 70 70 80 80 42. - - 70 70 80 80 80 80 80 80 80 130 80 80 24" 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 96" � _ _ 70 70 8070 80 80 80 80 80 eo 130 - - 80 _ 80 --- 30' 70 ---- — 70 70 70 80 80 80 80 80 BO 80 130 70 70 80 80 -----5q• - 80 80 80 80 _ _ - - 36" 70 70 70 70 BO 80 80 80 80 80 80 130 70 70 80 80 80" - - _ _ 80 80 80 80 - - - - - 80 80 B0 80 80 80 130 - - 80 80 88• _ - - - 70 70 70 70 - - - - - 42" - - 70 70 80 80 80 BO BO 80 130 - 80 80 12• - _ - _ 70 70 70 70 - - - - - 48" 4B" 70 70 70 70 80 80 B0 80 BO 80 80 BO 80 130 80 80 74" - 70 70 70 70 70 70 80 B0 80 80 80 80 80 130 - - 80 80 24• - - - - 80 80 80 BO 80 130 - - - - 80 80 80 130 - - 80 80 30"— - - - - - 80 80 80 80 80 130 - - - 72"_ - 70 70 80 BO 80 BO 80 80 80 00 80 130 80 BO 38' 00 80 BO 80 80 130 TM WINDOW AND DOOR, LLC 601 NW 12TH AVE. POMPANO BEACH, FL (954) 781-4430 3" PICTURE WINDOW TEST PROTOCOL - LARGE MISSILE IMPACT FBC STH EDITION (2014) PRODUCT APPROVAL FL#15920.1 72" 70 70 80 BO 80 80 42" 80 60 BO 80 80 130 74' 70 70 BO 80 80 80 80 00 80 130 80 80108.48' - - - - - 80 80 80 80 80 130 24" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 54•_ . - - - 80 80 00 BO - - 30" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 _-. 80 80 80 00 - - - - 36" 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 80" - 70 70 - - - - 47' 70 70 80 80 80 80 _,- 80 80 80 130 - - 80 80 68. - - - - - - 70 70 70 70 70 70 4H" - 70 70 BO 80 80 80 BO 8 0 80 130 - - BO 80 72" _ 70 70 70 70 - - - - - _ 60 5q" - - 80 80 60 80 74" - - - 80 80 80 BO 80 130 - - - - 80' _ - - - - - 80 80 80 80 - - - - 30" - - - 80 80 80 B0 80 130 • - 68" • - - - 80 80 80 80 - - - - -• I 80 80 80 80 B0 130 - - - _ _ - 80 80 80 80 - - - - 42• - - _ _ _ 80 80 80 80 BO 130 - _ _ - 74" -• - - 80 80 BO 80 - - - - 48. - _ - _ 80 80 80 80 80 130 - - - - 24'• 70 70 70 70 80 80 80 80 80 80 80 130 70 70 80 80 120 64. - - _ - 80 80 80 80 - - - - - 70 70 80 80 80 80 80 80 80 130 70 70 80 80 80" - - - _ 80 80 80 80- 30" 70 70 70 70 80 80 80 80 80 80 130 70 70 80 80 g5. _ - _ 70 70 70 70 - - - - - 38" 70 70 80 80 80 80 80 80 130 - - BO 80 72" 7 _ _ _ _ - 70 70 70 70 - - - - - 47' 48" - - - 70 70 70 70 80 80 80 80 80 80 80 80 80 130 - - BO 80_ 74" _ •- - - - - 70 70 70 70 - - - - - - 74' - 80 80 _ _ - _ 24" _ _ _ 70 70 70 70 80 80 80 80 - - - • - 30' - - - - - - 70 70 70 70 - - - - - 50" _ . . 80 70 80 70 70 70 _ - •_ 38" - - - _ _ 70 70 70 70 66^. - - __ '-._ 42' - - - - - 70 70 70 70 - 77'.; - - - _ 70 70 70 70 - - - - _ - _ - - 70 70 70 70 _ - - - - - 70 70 70 70 - - - - - 727 48" - - - - 1 70 70 70 70 - - - _ 20" 70 70 70 70 80 80 80 80 00 80 80 130 70 70 00 80 54" - - - - - _ - __ TO 70 70 70 _ - - - - 30" 70 70 70 70 80 80 80 80 BO 80 80 130 70 70 80 80 80" - - - - 70 70 70 70 - - - - - 36" 70 70 70 70 80 80 80 BO 80 80 80 130 70 70 80 80 80" - - - - 70 70 70 42' --- 7U 70 80 80 80 80 80 80 80 130 - - 80 80 72" - - - - - 70 70 70 70- - - - - - - - 80 80 80 80 130 - - 80 80 74" - - - - - • 70 771(" 48' -ri4^ _. _. - .. - __- 70 70 80 80 80 30' _ _ 70 - 70 70 70 - N IC WAD RWN ICS 54110115 E _ _ 80 80 80 BO 38"4Y - - - 70 70 70 70 `5` - :18 80" . - - 80 80 80 80 - - - - - - - • 70 70 70 70 - - - E e 680 - _ - 70 70 70 70 - - - - _ 48" - - - - - 70 70_ 70 70 - - - - 72" - - - - - _ 70 70 70 70 - - - - -• 128" 5P' - - - - - - 78- 70 _ - - -_loll _ _ - 70 70 70 70 - - - - _ 00" - - - - - - 70 70 - - - - - ( 24" 70 70 70 70 80 80 BO 80 80 80 80 130 70 70 80 80 �• - _ TO _ 70 _ _ _ - - - _—fill E 70 70 B0 80 80 80 80 80 80 130 70 70 80 80 72" . 10,....1111 ( 30" 38" 70 70 70 70 70 70 00 80 80 80 80 80 80 130 70 70 80 80 74" - - - - - - - - - - . 8 Fj 70 70 80 80 80 80 80 BO 80 130 - - 80 80 30" - - - . 70 70 70 70 _ - - - � 70 80 80 B0 80 80 80 80 130 - - 80 80 34" - - - - - - 70 70 70 70 _ _ 84" 48• 70 B0 80 80 80 - - - - - 42 TO 70 70 - g 1 54" _ _ _ - 80 80 80 80 • - • • - • - E • • •-� • • - - - - - - 70 70 . - - - 60" _ _ - - 70 70 70 70 - - • - • - • • - • • B • 1� 54' T - 70 70 _ - - i BBB folQi 6i gg. - - - - - - 70 70 I - • • - • • E • • 08" -T _ _ . _ e — COPIN01110W(E87UNODISESS 9� S 70 70 70 70 - - - - • _ • E • . • • I 4 • • 88. r _ _ _ _ _ - _ _ _ _ _ ' 74" - _ - - 70 70 _ - • • • w • • -.72. - _ - _ _ _ • • • • • • • • 4." • 7 _ _ - - 30' _ _ 70 70 70 70 - - - - - 15-2370 36" _ _ _ 70 70 - - - - WALE. NTS IGS 42" _ - 70 70 - - - - PAGE DESCRIPTION: R C �� • _ • • _ _ _ 70 70 . COVER SHEET • • • • • • • 144" 5* .__,•_ _ _ _ _ _ _ _ • • • • •• Bl� - •- Of • • • • • • • • - _ _ i • • • •- - F.12.#151920. sl •••••••• • • • • •• •• • • •• •••• •• • • • •• •• • •• • S. • • •• • •••• • • •••• • • • ••• • • • • ••• .090 BUTACITE PVB INTERLAYER Ye" ANN. '/e" ANN SEALANT Ye DEPTH MIN. (TYP.) SETTING BLOCK AT % POINTS 6" ANN SEALANT 1(1" DEPTH MIN. (TYP.) GLASS TYPES .090 BUTACITE PVB .090 BUTACITE PVB INTERLAYER INTERLAYER .090 SGP INTERLAYER 1(& ANN V." H.S. 1/4" H.S. 3/i6" H.S. )6' H.S. O 10 :n SETTING BLOTS 1+ �`. AT %s POINTS ' 0 o m LD SEALANT 318" DEPTH MIN. (TYP.) Q SETTING BLOCK ' d ATS POINTT©{ SEALANT 1/e" DEPTH MIN. (TYP.) • SETTING BLOCK AT 3/4 POINTS .090 SGP INTERLAYER 1/s" H.S. SEALANT VA" DEPTH MIN. (TYP.) %" TEMP SEALANT Si" DEPTH MIN. (TYP.) .090 SGP INTERLAYER /4" TEMP .090 BUTACITE PVB INTERLAYER %," ANN. /" ANN. �/6 AIR SPACE Y.," ANN. .090 BUTACITE PVB INTERLAYER v' H.S. 34.6" H.S. 36' AIR SPACE '/4" H.S. SEALANT 1/s" DEPTH MIN. (TYP.) SEALANT'/e" DEPTH MIN. (TYP.) SETTING BLOCK AT 1/4 POINTS SETTING BLOCK AT V. POINTS SETTING BLOCK AT V/4 POINTS SETTING BLOCK AT 1/s POINTS MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER/REMARKS ON3001 0.083" SILL/JAMB/HEADER EXTRUSION 8063-T6 0 TM -326 1/8" GLASS STOP FOR 1" GLASS 6063-T6 O011-327 1/e" GLASS STOP FOR B/16" GLASS 8063-16 ®n - 0.050" SNAP COVER 6063-18 - 0.370" HIGH D VINYLS BULB AND 0.187" T -SLOT TPE POLYPROPYLENE FOR 5/16" GLASS ULTRAFAB © 32001 VINYL BULB - 0.175"0 INSULATED GLASS GLAZING BEAD AMESBURY 7 32011 VINYL BULB - 0.270"0 7/16 AND 9/16 GLASS GLAZING BEAD AMESBURY B - (2) /B X 1 SMS SCREWS AT EACH FRAME CORNER SAE CR 2 916 FOR RECTANGULAR WINDOW SHAPES ONLY 0 - SEAM SEALER ACRYLIC SCHNEE-MOREHEAD 10 - - •• •• • a • • •••• •• 11 - SETTING BLOCK 1" LONG AT 1/4 POINTS HIGH DENSITY RUBBER •• • •• • •• •• • •• •• •• •• • 1 OPTIONAL SURFACE APPLIED MUNTINS • 6063-16 • • • • 6 • • •• • • •• • 1 - RAPID STRENOTH RG57700 STRUCTURAL SILICONE ELASTOMETRIC ADHEV • • • BY 611G IENTIW'EIIWORMARC! MATERIALS G- ALUMINUM "U" CHANNEL 2 LONG AT EVERY ANCHOR LOCATION (TYP.) 5052 H32 ALUMINUM 1 - 5/16" XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL 1 B — 7/16" XL EDGE GLASS SPACER STAINLESS ST�Lt • • • . • • 'ALL METS • • • • • • • Q - PRIMARY SEAL PR . • •• • P18 • • ••• • . • •• •• •• • • CO - SECONDARY SEAL • SILICONE • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• * ONLY APPROVED FOR LARGE MISSILE IMPACT 15-2370 ICALLI NTS (01 PAGE DESCRIPTION: COVER SHEET FL #15920.1 • • 0 0 0 g N 1.269 3.033 1.269 3.033 p NOTE: 1/1 PART #14 IS NOT REQUIRED WHEN USING THIS EXTRUSION 0.02 IlO'I �O V m • N O •- 0 •• • • • •• ••• •• 0.0224 y - 0- .080 }} 0.080 0.18 EXPOSED SURFACES EXPOSED SURFACES 0.270 01 N 0.129 0.080 0.031 0. 50 •• • • • 0.12 1.000 1.139 1 • • • • • • • ••• ••. •NOTE:: •:• ••• • •• •• XTQOSIQNS IIJOT•TdSCALE. • • •• • .. • • • • • •• • •.. • 0.570 Ln 0 BENNARDO, P.E. O Jn ' O G =; o O z 0`_"' 8x5 u Z— .t o .E� Ofig-F SN 0 o 1 0.813 0.090 FL #15920.1 111 COMIC/if SNONEERING EPEES!) 15-2370 • AL& NTS 101 pure DESCR1PTIONI COVER SHEET •••••••• •••• • • • • •• •• •• • • •• •• •••• • • • • • • • •• •• • •• • • • •••• •• • • ••••• •• • • •••• • • • • ••• FRAMES OF NON RECTANGULAR SHAPES SHALL BE WELDED TOGETHER IN LIEU OF SCREW SPLINE ASSEMBLY (TYP,), SEAM SEAL MAY HAVE TO BE REAPPLIED IN THE FIELD BEFORE INSTALLATION OF WINDOW, INSPECT ALL JOINTS TO ENSURE A PROPER SEAL •• • • • • • ••• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • ••• • • • • • • •• • •• • • • ••• FL #15920.1 #8x 1” GRADE 2 SMS (FOR 90° CORNERS ONLY) J —J 0 O JQQ M aas ZUmn 022 0 Z S cOP'mrorr NONEE GIMPRESR 15-2370 •uu NTs 101 PAGE DE•CRIP IONI COVER SHEET 0 O 8 l • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • • •• •• • ••• • • • • • • - Miami -Dade County Page 1 of 1 Miami -Dade Count' Building Product Information for N.O.A. 14-1014.14 NOA 14-101414 • tlibrary/productcontrol/noa/14101414.pdf) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Doors Subcategory Rollup Material Steel • Applicant DAB Door Company, Inc. (pc -result detail app.asp?appalias=101426 ) Expiration_Date January/22/2020 Impact_Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 60 Maximum_Design_Pressure_Negative Description Green Sustainable Attributes •• • 60 .. • •• i MIAMIDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 31175-2474 T (786) 315-2590 F (786) 315-2599 wilw.miamidade.gov/economy DAB Door Company, Inc. • 12195 NW 98th Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Steel Roll -up Door up to 14'-0" Wide APPROVAL DOCUMENT: Drawing No. 97-30, titled "Rolling Type Garage Doo:;'. shgets 1 and Li 2, dated 07/30/1997, with revision I dated 08/08/2014, prepared by Al-Farooq Corporation`, $rgned and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the NOt?Q'ie'of Acceptance number and expiration date by the Miami -Dade County Product Controtges4i+en.• •• • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Mme': :' . "' ;" •••w• •••••• ••••... •.••� LABELING: A permanent label with the manufacturer's name or logo, manufacture i l8ress, L'hodel • •• • •• number, the positive and negative design pressure rating, indicate impact rated if appleht, insti lWtlea •••••• instruction drawing reference number, approval number (NOA), the applicable test Astait�rtis, ancf ttiv • • • statement reading `Miami -Dade County Product Control Approved' is to be locatedrattvoloor'l %Mock, :•• bottom angle, or inner sutface of a panel. • ' •••••••• • LIMITATION: This door has not been tested for air infiltration. ' : DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 97-30, titled "Rolling Type Garage Door", sheets 1 and 2 of 2, dated 07/30/1997, with revision I dated 08/08/2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 09-1210.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Forced Entry Test, per SFBC 3603.2, Along with marked -up drawings and installation diagram of a Roll -up Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2637, dated 11/09/2009, signed and sealed by Candido F. Font, P.E. 2. 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 a Roll -up Garage Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2638, dated 11/09/2009, signed and sealed by Candido F. Font, P.E. 3. Test report on Tensile Test of 20 Gage Galvanized Steel per ASTM E 8-01, prepared by Hurricane Engineering & Testing, Inc, Test Report No. HETI-09-T140, dated on 11/09/2009, signed and sealed by Candido F. Font, P.E.• • •. • S. •• • ••• • • •• . C: CALCULATIONS • 1. Structural and anchor calculations prepared by Al-Farooq Corporatiot, dated • 08/07/2014, signed and sealed by Javad Ahmad, P.E.• • •• • •• • • • •.•••• •• • • • • • .ssss ••••• 2. Calculations of 14' Rolling Steel Door, prepared by Al-Farooq CorpoY�f (�J dated.l•0/17/2008, • •• • •• signed and sealed by Humayoun Farooq, P.E. "Submitted under NOMj1IP1106.j1151"•; •• •• • • • • .... • • •••••• • •••..• ••• D. QUALITY ASSURANCE •••• • •••• •••,••,, 1. Miami -Dade Department of Regulatory and Economic Resources (R • • • • • •• • •; • •• •••• •... ••••••• .• .•.• •••••• E. MATERIAL CERTIFICATIONS • • • • • • • . •• . . . 1. None. • •• . • • • ..• . . ... • . F. STATEMENTS • • • 1. Statement letter of code conformance to the 5'r' edition (2014) FBC and no financial. • interest issued by Al-Farooq Corporation, dated 08/07/2014, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 12-0110.10" 2. Statement letter of code conformance to 2010 FBC and no financial interest, prepared by Al- Farooq Corporation, dated 10/27/2011, signed and sealed by Javad Ahmad, P,1. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 14-1014.14 Expiration Date: January 22, 2020 Approval Date: December 31, 2014 E -1 5 -- SLAT - SLAT 20 GA. COLD FORMED STEEL (ASTM A446) MW. YIELD STRENGTH OF 50000 PSI GALVANIZED ACCORDING TO ASTM A-525 WITH A COATING DESIGNATION OF 0-90 EXTERIOR AND INTERIOR WIND LOCK MALLEABLE IRON WITH A GALVANIZED FINISH 20 GA. _ RIPPED FLAT SLAT 3/B" DIA. HFX HEAD BOLT 2/ BRACKET ® 4" O.C. 1-1/2" X 1-1/2" X 1/8" STEEL ANGLE e" LONG J� WEATHERSTRIPPING END BRACKET DETAIL 20 GA. _ RIPPED FIAT SLAT 2" X 3/16" STEEL BAR CONT. 3/8" DIA. HEX HEAD BOLT_ 0 12" O.C. CAST IRON WIND LOCK ON ALTERNATE SLATS 1/4" DIA. STEEL RIVETS 2/ LOCK WIND LOCK DETAIL WEATHERSTRIPPING BOTTOM BAR DETAIL • • •• •• •t• •AIV017Lf✓••S•R.L PE AS LISTEI SPACED AS SHOWN ON DETAILS. • • • •• • • WI(1•I • R.REOMERT TO BASE %I ATERIAL SHALL BE BEYOND WALL • •• • •••• .T R IHibR t1000s. • • • • • • • • • • •bur o 1Y .L•1I645 1441.6 CONFORM TO ASTM A-36. 4. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 5. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • • • • • • • • • •Sl18E•8•L• 4044 jHICI• IkitH) IIIINSTALLED AT EACH END BOTTOM, • • • • • • • • • AN SHALT BE•ENQjTGED •JRING•HURRICANF WINDS. • SLIDE LOCK DRUM ASSEMBLY MAX. DOOR WIDTH = 14'-0" END BRACKET BOTTOM BAR - INTERIOR ELEVATION GENERAL NOTES I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) FIFTH EDITION (2014) •• • •••• •• • INCtIJDIfj•NGI%440011• HUIR•ANE ZONE (HVHZ). • • • • • • • • • .. • • •U4I E70D) •F CT: OES JND O I6" FILLETRSIZEEGU�TIONS AND F.B.C. ••• • • • • • • # •-- ••• -- DOOR TES, ED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA BUILDING CODE, TAS -202. TAS -20I & TAS -203 FOR HVHZ. 0 0 0 MAXIMUM DESIGN LOAD RATING = + 60.0 PSF (FOR SIZES SHOWN OR SMALLER) - 60.0 PSF THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr. JAVA° AHMAD CML FLA PE / 70592 C.A.N. !3538 AUG 10 2014 J t Pk(WCT MITV13E•D ▪ OOeljfyizig with the Made B andies Cede Acoguesce No F.+4i^�)flsr0[ r 2 T 2070 Mim• i Product Control �I o WceI (2 S x 0.1 drowinq no. • 97-30 sheet j of 2 ' • • • • •• • •• • • •• • •• • • •• • •• • • • •• •• •• • •• •• ••i ••• • •• • •##• •• • •• • • • • •• •• • •• • • •• •4• • •• • • •• •• •• •• • • • •• ••,40 #t/ • • • •••• j h • ••• • • 1/2" DIA. KWIK BOLT II 2-1/4" MIN. EMBED. 4" MIN. EDGE 01ST. IN 3000 PSI CONC. A o n / TYP. EDGE DIST. Is a MAXIMUM DOOR WIDTH MAXIMUM I BOLT SPACING -INCHES DOOR WIDTH VITO 50 PSFjUPTO 60 PSF 10 FT. 12 2 12 FT. 12 14 FT. 12 9 ANCHOR SPACING -INCHES UPTO 40 PSF UPTO 50 PSF UPTO 60 PSF 10 FT. 12 12 B 12 FT. 12 7 5 14 FT. 8-1/2 r 5-1/2 4 1-1/2" H IYP. —a (4) 1/2" X 1-1/2" HH BOLTS 2" O.C. AT TOP OF TRACK ADDITIONAL 3/8" X 1-1/2" HEX HEAD DOLT O 12" O.C. TYP. ALTERNATE 3/16" X 2" WELDS AT 12" O.C. / / T CAST IRON WIND I MKS ON ALTERNATE SLATS —1" X 1/2" WINDLOCK BAR _3/16" WELD 2" LONG 8 12" O.C. BOTH SIDES _2" X 3" X 3/16" STEEL ANGLE DOORS IMPACTED ON OUTSIDE ONLY EXISTING STEEL— WIND LOCKS ATTACHED WITH (2) 1/4" DIA. STEEL RIVETS OUTSIDE 1/2" DM. MACHINE BOLTS TAPPED IN 1/4" LAIN. STEEL WELD OPTION: GUIDE ANGLE SECURED TO MIN. 1/4" THICK STEEL STRUCTURE 111TH 3/16" WELD O 12" O.C. 2 SLIP TYP. SEE SCHEDULE 'A' C! LL. /// // // // // // INSIDE 'Z' GUIDE DETAIL 'E' GUIDE DETAIL CONC. WALL STEEL STRUCTURE WELD OPTION SAME AS 'C' GUIDE / i GUIDE DETAILS CAN BE USED IN ANY COMBINATIONS. —CAST IRON WINO LOCKS ON ALTERNATE SLATS —I" X 1/2" WINDLOCK BAR 1-1/2" ANCHOR] SAME AS 'E' GUIDE (4) 1/2" X 1-1/2" HH BOLTS 2" O.C. AT TOP OF TRACK ADDITIONAL 3/8" X 1-1/2" HEX HEAD BOLT O 12" O.C. TYP. ALTERNATE 3/16" X 2" WELDS AT 12" 0.C. n _3/16" WELD 2" LONG 0 12" O.C. BOTH SIDES 2"X 3"X 3/16" r STEEL ANGLE • • • • • • ••I��al •• �• • • 0 • • i ' St i' • •• •• • • •••I S •• •0• •-• IV EDGE DISTANCE o MAXIMUM '.WELD LENGTH DOOR WIDTH INCHES 8-10 FT. 1" 12 FT. I 1" 14 FT. 1-1/4" SCHEDULE 'A' MAXIMUM SLIP DOOR WIDTH ' INCHES 8-10 FT. ' 1/4" 12 FT. 3/8" 14 FT. 5/8" 3/8" X 1-1/2" HEX HEAD BOLT O 12" O.C. TYP. AND FOUR ADDL. 1/2" X 1-1/2" H.H. BOLTS 0 2" O.C. AT TOP OF TRACK 3-1/2" X 3-1/2" X 1/4" STEEL ANGLE SHEAR SUPPORTING STRUCTURE MUST BE DESIGNED TO SUPPORT SHEAR & TENSION FORCES Al EACH JAMB. FOR DESIGN VALUES OF SHEAR & TENSION SEE SCHEDULE. I'S. SAMEANCHOR ARCH./ENGR. TO VERIFY ADEQUACY OF SUPPORTING STRUCTURE. IIN SAME AS 7 GUIDE FORCES ON GUIDE/FL MAXIMUM I 60 PSF DOOR WIDTH TENSION' SHEAR 10 FT. 1 320 I 744 a c 12 FT. I 380 (_1254 14 FT. I 440 1 1419 M e•• I f • •• • •01, 2" / .1/ // // // /7 /5 • • • • • • 4 • • • • •41115 k • • • • • •• • • • • • • • •• 50 •• • • • • •• • 55.00 • •• •• ••• • • • • • • 'Z' GUIDE DETAIL STEEL STRUCTURE ••• •••• • • • • • ••• 0 • • • • • •• •• •• • • • • • i6 •GUIDE DETAIL . ONC. WALL 3/8" X 1-1/2" HEX HEAD BOLT O 12" O.C. TYP. AND FOUR ADDL. 1/2" X 1-1/2" H.H. BOLTS 0 2" O.C. AT TOP OF TRACK Engr: JAVAD AHM,AO CML c PRODUCE REVISED FIA. PEE1 I/ 7§0592 �T ••part) g FloridaClwith the FIo1Aceeptinte Me t /0/4 14 Product C.on•ol 0 drowing no. 97-30 'sheet 2 of 2 , • • • • •• • M •a••• •• • •• • • • • 55 • •• •• M • y • • • •• • ••• •• ••• • 55 • • • • 5• N NO 0i • •• • • • • • • 5555 ti M M ♦ 55 I•••• • • • • • 5 •• •• •5555 •• • • • • • • • • • • • • • • • • • • • •• Drdered By: INDEPENDENT I M LE OF FORT LAUDERDALE 4 .187174) F.1.P.1/, 75.00'(PXM) 10.55' 0 9.27' 15:53' J 1.28' Accepted By: roperty Address: 1090 N.E. 105 STREET MIAMI SHORES, FL 33138 NOTES: NO NOTES SURVEYOR'S CERTIFICAt I 46$T/FY THAT THIS 'BOUNDARY SURVEY' IS A TRUE AND CORRECT REPRESENTATION OF A SU REPARED URGER MY DIRECTION. THIS COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS, ET FORTH BY THE STATE OF FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTE -17. FL(ORIDAAWINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. SIGNED ...�I , FOR THE FIRM MIGUEL Ir A a = P.S.M. No. 5101 NOT VALI�YNTR) AN ;,' 71C ELECTRON NATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHORrASEAC,44AP AND THE ORIGINAL RAISED SEAL OF A LICENSED SURVEYOR AND MAPPER. • ''''',.72, -VS' Survey:A-53770 Client File #: 214-452 M.E. Land Services, Inc. 10665 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740-3319 FAX: (305) 669-3190 LB#: 6463 Page 1 of 2 Not valid without all pages. 4 • • • • • • • • • • • • • • • • PROPERTY LINE STRUCTURE CONC. BLOCK WALL —X—X— CHAIN-LINK FENCE OR WIRE FENCE —//- //— WOOD FENCE IRON FENCE .................. ...... EASEMENT CENTER LINE WOOD DECK ...I CONCRETE /:/j//d ASPHALT • • • SS • ▪ ••m•, C.U.E. • i E.• I.F. BRICK / TILE WATER APPROXIMATE EDGE OF WATER COVERED AREA TREE POWER POLE (408 COUNT* NTIA TY BASEMENT INCRISS / CORES EASCAENT U-1 i'•r+ • END LB{ LS{ CALC SET • • KIEV P.T. P.C. P.R.M. P.C.C. P.R.C. P.0.8. P.O.C. P.C.P. M C.A.C. Surveyor's Legend FOUND IRON PIPE / PIN AS NOTED ON PUT LICENSE { - BUSINESS LICENSE { - SURVEYOR CALCULATED POINT SET PIN CONTROL POINT CONCRETE MONUMENT BENCHMARK ELEVATION POINT OF TANGENCY POINT OF CURVATURE PERMANENT REFERENCE MONUMENT POINT OF COMPOUND CURVATURE POINT OF REVERSE CURVATURE POINT OF BEGINNING POINT OF COMMENCEMENT PERMANENT CONTROL POINT FIELD MEASURED PLATTED MEASUREMENT DEED CALCULATED LAVE OR :.AN04;.APE AGIST. '_SMT. iRvXT OvERHAHG CASEMEN' B.R. R RAD. N.R. TYP. I.R. !.P. NAD PK NAIL D.H. IS ® M.N. O.H.L. TX CAN W.M. P/E CONC. ESM" O.E.. L.B.E. BEARING REFERENCE CENTRAL ANGLE OR DELTA RADIUS OR RADIAL RADIAL TIE NON RADIAL TYPICAL IRON ROD IRON PIPE NAIL A DISK PARKER-KALON NAIL DRILL HOLE WELL FIRE HYDRANT MANHOLE OVERHEAD LINES TRANSFORMER CABLE TV RISER WATER METER POOL EOUIPMENT CONCRETE SLAB E:. SCA ENT CRAIYAOr. EATTAENT LANJSCARC SUFFER EASENENI IiMETEO ACCEST EASCNENT TEL U.P. E,U.B. SEP. D.F. A/C 5/W DWY SCR. GAR ENCL N.T.S. F.F. T.0.8. E.O.W. E.O.P C.V.G. B.S.L S.T.L. R/W TILE. TELEPHONE FACILITIES UTILITY POLE ELECTRIC UTILITY BOX SEPTIC TANK DRAINFIELD AIR CONDITIONER SIDEWALK DRIVEWAY SCREEN GARAGE ENCLOSURE NOT TO SCALE FINNISHED FLOOR TOP OF BANK EDGE OF WATER EDGE OF PAVEMENT CONCRETE VALLEY GUTTER BUILDING SETBACK LINE SURVEY TIE LINE CENTER LINE RIGHT-OF-WAY PL�B:.EA OTIL,ITU f.A3E.h4FNT CANAL IAI'TEGAVCC EASE NT AI:TSIOO EASE3FENi' Property Addrss+ • • • •••• • : g NE. 105j4241" MIAMI SHOR ESi � L 3 3138 • . PPooa Informatiion• • • •• • • •• •€eltlmunity Number: • 120652 • Parfet Number: Suffix: Date of Firm Index: Flood Zone: Base Flood Elevation: Date of Field Work: Date of Completion: 12086C0306L L 9/11/2009 AE 8 11/11/2014 11/14/2014 General Notes; 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or is not to imply ownership. 2. This survey only shows above ground improvements. Underground utilities, footings, or encroachments are not located on this survey map. 3. If there is a septic tank, well, or drain field on this survey, the location of such items was shown to us by others and the information was not verified. 4. Examination of the abstract of title will have to be made to determine recorde instruments, if any, effect this property. The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wall ties are done to the face of the wall. 6. Fence ownership is not determined. 7. Bearings referenced to line noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. 9. No identification found on property comers unless noted. • 10. Not valid unless sealed with the signing surveyo4s embossed seal. ••••• 11. Boundary survey means a drawing and/or graptyc reppteptafion of The survey work performed in the field, could be drawn at asUown scale andQr not t4 scale. 12. Elevations if shown are based upon NGVD 1921 unTe:sofherwise rlbted. 13. This is a BOUNDARY SURVEY unless otherwise• stud• • 14. This survey is exclusive for the use of the parties to whom it is certified. Tgie certifications do not extend to any unnamed parties. • • • • • • • • 15. This survey shall not be used for construction/pesTittl r purposes rtlldl,f • written consent from Miguel Espinosa. • • • Legal Description: • • • • •••• LOT 10, BLOCK 1, OF SUBDIVISION MIAMI SHORES ESTATES, ACCORDING TO THE PLAT THEREOF ASRECORDEEL IN PLAT BOOK 47, PAGE 58, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA ; • ; • • • • • • • •• • • • •• • • •• • PRINTING INSTRUCTIONS: While viewing the survey in any Acrobat Reader, select the File Drop-down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected "None." Do not check the "AutoRotate and Center" button. Check the "Choose Paper size by PDF"checkbox. Click OK to Print. IIE mer Survey:A-53770 ,L ;I .-`END ITLEoF FORT LAUDERDALE, INC.; OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY; ANCHOR LOANS, INC., A CALIFORNIA CORPORATION ; . Its'successors and/or assigns as their interest may appear. Please Copy below for Policy Preparation Purposes only: This policy does not insure against loss or damage by reason of the following exceptions: Any rights, easements, interests or claims which may exist by reason of, or reflected by, the following facts shown on the survey prepared by MIGUEL ESPINOSA dated 11/14/2014 bearing Job # A-53770 : a) NO NOTES b) c) M.E. Land Services, Inc. 10665 SW 190TH Street, Suite 3110 MIAMI, FL 33157 PHONE:(305) 740-3319 FAX #:(305) 669-3190 LB # 6463 WWW.MELANDSERVICES.COM Client File #: 214-452 Page 2 of 2 Not valid without all pages. ••• • • • • •SSSS• •S • • • U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name First MB Property, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 OMB No. 1660-0008 Expires July 31, 2015 4A3. Property Description (Lot and Block numbers, Tax Parcel Number, Legal Description, etc.) Lot Number:10 Block Number:1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, Etc.) Residential A5. Lattitude/Longitude: Lat. N25°52'18" Long. W80°10'31" Horizontal Datum: [ ] NAD 1927 [X] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7. Building Diagram number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 Sq. Ft. b) No. of permanent flood openings in the 0 crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood opo d) Engineered flood opening A9. For a building with an attached garage: a) Square footage of attached garage b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b d) Engineered flood openings? Wings in A8.b 0 Sq. Ft. s? [ ] Yes [X] No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 400 Sq. Ft. 0 0 Sq. Ft. [ ] Yes [X] No B1. NFIP Community Name & Community Number 120652 B2. County Name MIAMI-DADE COUNTY B3. State B4. Map/Panel Number 12086C0306L B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) AE B9. Base Flood elevation(s) (Zone AO, use base flood depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. [ ] FIS Profile [X] FIRM [ ] Community Determined [ ] Other (Describe) B11. Indicate elevation datum used for BFE in Item B9 [X] NGVD 1929 [ ] NAVD 1988 [ ] Other (Describe) B12. Is the building locaed in a Costal Barrier Resources System (CBRS) area or Otherwise protected Area (OPA)? [ ] Yes [X] No Designation Date N/A [ ] CBRS [ ] OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) • • Cl. Building elevations are based on: [ ] Construction Drawings* I ] Building Under Construction* : .[±K,Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. • • • • . • • C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/A1-1. ikIRIA0. CotitlVeitems C2.a-h • below according to the building diagram specified in item A7. IN Puerto Rico only, enter meters. ' Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments N/A a)Top of bottom floor (Including basement, crawlspace, or enclosure floor) b)Top of the next highest floor c)Bottom of the lowest horizontal structural member (V Zones only) d)Attached Garage (top of slab) e)Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g)Highest adjacent (finished) grade next to building (HAG) h)Lowest adjacent grade at lowest elevation of deck or stairs including structural support • •••• • • • • • •Check the measurement used! • • • • 6.33 15.336 •IX]Set N/A ••[it}Feet 4.58 : [X Fe' t 0 • [X] Beet • • • •• • 4.39 [X] Feet 4.59 [X] Feet 0 [X] Feet • •[I 4rteters •[.] alders []jneters . []meters : • [•]1tteiters •' [ ]'rri ers • t] meters [ ] meters • •• �• • • • • SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to ire sipped and sealed bye land surveyor, engineer. a architect authorized by taw to certify elevation information. / oerafy that the inksmption ort this Certificate represents my best efforts to interpret the dale available I understand that any false statement may be punishable by fine or arrprisrrnment under 18 U.S. Code, Sectan 1001. I Check here if comments are provided on back at form. Were latitude and laigtude in Section A provided by a 0 Check hers if attachrnertts, licensed land surveyor? 1 Yes 0 No Cevtltierra Name MIGUEL ESPINOSA License Number 5101 Tlll* (wESSIONAL SURVEYOR & 1rtAPPERCon' ny Name Aditin SW 190 STTE UI 3110 MIAMI City Signature �u2 ori Date Stfe ZIP Cat/3157 Telephone 740-331p FEMA Form 0-86-0-33 (7/12) r.f4 :DEPENDENT TITLE - Elevation Certificate See reverse side for continuation Replaces all previous editions st IMPORTANT: In these spaces, copy the correspondln Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City MIAMI SHORES SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE LONGTITUDE PER GOOGLE, ATTACHMENTS = BUILDING PICTURES -Signature Date [X] Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E3. Attached garage (top of slab) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E4. Top of platform of machinery and/or equipment servicing the building is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [ ] Yes [ ] No [X] Unknown . The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Section A, B, and E for Zone A (without a FEMA -Issued or community -issued BFE) or Zone AO must sign here. The statements in sections A, 8, abd E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone • • • Comments • • • •• • • • • • ....•• •• SECTION G - COMMUNITY INFORMATION (OPTIONAL) ' • • The local official who is authorized by law or ordinance to administer the community's floodplain management ordinancecan complete SootippS4, B, C (%r E), • and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check measurement used in items G86 -9C1.0. In PueRo Rico only, enter: • • meters.. •••• ' G1. [ ] The information in Section C was taken from other documentation that has been signed and sealed by aliterf5t'd surveyoR e.gineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevelier.lata in the Comments area below.) • ' • • • A community official completed Section E for a building located in Zone A (without a FEMA -issued or colnmunjjy-issued E)er•lone AO. The following information (Items G4 -G8) is provided for community floodplain management purposes. ' •• : G2. [ G3. [ ] • ••• • G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Complicance/Occupancy Issued' • •' G7. This permit has been issued fo : [ ] New Construction [ I Substan ial Improvement G8. Elevation of as -built lowest floo (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation [X] Feet [X] Feet [X] Feet [ ] Meters Datum _ [ ] Meters Datum _ [ ] Meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments [ ] Check here if attachments. FEMA Form 0-86-0-33 (7/12) :of4 ,'.DEPENDENT TITLE - Elevation Certificate Replaces all previous editions Building Photographs Continuation Page Building Street Addres (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front „View" and "Rear View": and, if required, "Right Side View" and "Left Side View". O LL 3 of4 INDEPENDENT TITLE - Elevation Certificate • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • • • • • • I • • • • • •••• • • •••• • • • • • • • • • • •. • • • ••• • • • • • •• • Building Photographs Continuation Page Building Street Addres (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View". 4 of 4 INDEPENDENT TITLE - Elevation Certificate • • • • • •• • • • • • • • • • •••• • • • • • ••• • • . •••• • • •• •• • • • • • • • • • • • • • • •• • • • • • • • • • • • 00000 • •• • • • ••• • • • • • U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name First MB Property, LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 OMB No. 1660-0008 Expires July 31, 2015 A3. Property Description (Lot and Block numbers, Tax Parcel Number, Legal Description, etc.) 'r Lot Number:10 Block Number:1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, Etc.) Residential A5. Lattitude/Longitude: Lat. N25°52'18" Long. W80°10'31" Horizontal Datum: [ ] NAD 1927 [X] NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7. Building Diagram number 1B A8. For a building with a crawlspace a) Square footage of crawlspace b) No. of permanent flood op crawlspace or enclosure(s) above adjacent grade c) Total net area of flood openings d) Engineered flood opening or enclosure(s): A9. For a building with an attached garage: or enclosure(s) 0 Sq. Ft. a) Square footage of attached garage 400 Sq. Ft. openings in the 0 b) No. of permanent flood openings in the 0 )within 1.0 foot attached garage within 1.0 foot above adjacent grade in A8.b 0 Sq. Ft. c) Total net area of flood openings in A9.b s? [] Yes [X] No d) Engineered flood openings? SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 0 Sq. Ft. [] Yes [X] No B1. NFIP Community Name & Community Number 120652 B2. County Name MIAMI-DADE COUNTY B3. State B4. Map/Panel Number 12086C0306L 135. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) AE B9. Base Flood elevation(s) (Zone AO, use base flood depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. [ ] FIS Profile [X] FIRM [ ] Community Determined [ ] Other (Describe) _ B11. Indicate elevation datum used for BFE in Item B9 [X] NGVD 1929 11 NAVD 1988 [] Other (Describe) • • 612. Is the building locoed in a Costal Barrier Resources System (CBRS) area or Otherwise protected Area (OPA)711 ' b' 14 No Designation Date N/A [ ] CBRS [ ] OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRE); • • • • • • •• C1. Building elevations are based on: [ ] Construction Drawings* [] Building Under Construction* • • • 4X] Finished Cogstruction• *A new Elevation Certificate will be required when construction of the building is complete. • • C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH7R/AO. Complete items c3'. below according to the building diagram specified in item A7. IN Puerto Rico only, enter meters. . . • • Benchmark Utilized Vertical Datum NGVD 1929 •411 • • •••• Conversion/Comments N/A • a)Top of bottom floor (Including basement, crawlspace, or enclosure floor) b)Top of the next highest floor c)Bottom of the lowest horizontal structural member (V Zones only) d)Attached Garage (top of slab) e)Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4.39 g)Highest adjacent (finished) grade next to building (HAG) 4.59 h)Lowest adjacent grade at lowest elevation of deck or stairs including structural support 0 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION • • • • • Check the measurement used. 6.33 • [X] Fleet • • rj meters • 1 •[ Fret • [ Linters N/A [X] Feet• pmeters 4.58 [X] Feet • ] meters 0 [X] Feet [] meters [X] Feet [X] Feet [X] Feet [ ] meters [ ] meters [ ] meters • • • • • This certiftication is to be spied and sealed by a land surveyor, engineer. or architect authorized bylaw to certify elevation information, t certify that the informetson on this Certificate represents my best efforts to interpret the data available, I understand that any false statement rney be punishable by dne a irptsonment unokr NUS. Cade. Soden 1001.. [[j[ Check here it comments are prowled on beck of ken. Were latitude and kngitude in Section A provided by a 0 Check here if attachments, licensed land surveyor? ] Yes 0 No e UEL E NO 101 FEMA Form 0-86-0-33 (7/12) I of 4 :.4DEPENDENT TITLE - Elevation Certificate See reverse side for continuation Replaces all previous editions • • IMPORTANT: In these s • aces, co • the corres . ondin information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments LATITUDE LONGTITUDE PER GOOGLE, ATTACHMENTS = BUILDING PICTURES Signature Date [X] Check here if attachments - SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete items El -ES. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG b) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the LAG E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of instructions), the next higher floor (elevation C2.b in the diagrams) of the building is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E3. Attached garage (top of slab) is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E4. Top of platform of machinery and/or equipment servicing the building is N/A [X] Feet [ ] Meters [X] Above or [ ] Below the HAG E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [ ] Yes [ ] No [X] Unknown . The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Section A, B, and E for Zone A (without a FEMA -Issued or community -issued BFE) or Zone AO must sign here. The statements in sections A, B, abd E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name • • Address ZIP Code City State • • • • • •• • • • • Signature Date Telephone • • • • Comments •••• • • • • • • •••• • • • •.•.• • • ••••••••• SECTION G - COMMUNITY INFORMATION (OPTIONAL) •• • • • ell The local official who is authorized by law or ordinance to administer the community's floodplain management ordinancg�c�g complete Sections A, B, e(or t} and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check measurement used in itemssG8 44;0. In Puerto Mico only, enter• • • • • • meters.. 01. [ ] The information in Section C was taken from other documentation that has been signed and sealed byl licvf5gd surveyor, engineer, or • architect who is authorized by law to certify elevation information. (Indicate the source and date of the ela'fatiort data in t we ra•r.ments area below.) • • • A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. The following information (Items G4 -G8) is provided for community floodplain management purposes. G2. [1 ' G3. [] • G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Complicance/Occupancy Issued G7. This permit has been issued fo : [ ] New Construction [ ] Substan ial Improvement G8. Elevation of as -built lowest floo (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation [X] Feet [X] Feet [X] Feet [ ] Meters Datum _ [ ] Meters Datum [ ] Meters Datum _ Local Official's Name Title Community Name Telephone Signature Date Comments [ ] Check here if attachments. FEMA Form 0-86-0-33 (7/12) of 4 i'lIDEPENDENT TITLE - Elevation Certificate Replaces all previous editions Building Photographs Continuation Page Building Street Addres (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View". C 0 U >0110 MUM LEM 3 of 4 INDEPENDENT TITLE - Elevation Certificate • • • • • • • •• • • • • �• • • • •••• • • • • • • •••• • •••• • • • • •• •• •••• • • • • • • • • • • • •• • • • • • • • • S. • • ••• • • • • • • Building Photographs Continuation Page Building Street Addres (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1090 N.E. 105 STREET City State ZIP Code MIAMI SHORES 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View". • 4of4 INDEPENDENT TITLE - Elevation Certificate • • • • • • • • • • • • • • • •••• • • • • • ••• • •••• • • • • •• •• •••• �• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • •