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Home My WebLink AboutNOA'SSCANNLU M a MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND GIJLAfO ��011"tV 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/sera Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville, FL. 32218 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). i 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. PERA 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 of the Florida Building Code. DESCRIPTION: 5-V Crimp Metal Roofing Panel i System LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA #07-0815.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0714.08 Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 1 of 5 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Non -Structural Metal Roofing Material: Steel Maximum Design Pressure: -180 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Specifications Product Description 5V Crimp Metal Roof Length: various TAS 125 Corrosion resistant, galvalume or Panels Height: 7/16" galvanized performed, Kynar or Width: 251/2" SuperL II coated, pre -finished, (Coverage width: 24") metal panels. Thickness : 0.0217 Yield Strength: Min.53k'si MANUFACTURING LOCATION: 1. Jacksonville, FL. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials SEM-011-,02-05 TAS-125 11/23/10 Technologies PRI Construction Materials SEM-011-02-07 ASTM E 8 05/07/12 Technologies ' Farabaugh Engineering and T270-67 TAS-100 08/24/07 Testing, Inc. Farabaugh Engineering and T166-07 TAS-100 04/15/07 Testing, Inc. Force Engineering & Testing, 188-0331T-66A-C TAS-125 02/26/07 Inc. Hurricane Test Laboratory, LLC. 0041-0906-07 TAS-125 09/12/07 BASF Accelerated Weathering ASTM G 154 07/12/07 BASF Salt Spray ASTM B 117 07/12/07 NOA No.: 11-0714.08 Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 2 of 5 APPROVED ASSEMBLIES: System: 115V-Crimp" Metal Panels Deck Type: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank. Slope Range: 2": 12" or greater Maximum Uplift See Table A Below Pressure: Deck Attachment: In accordance with applicable building code, but in no case it shall be less than 8d annular ring shank nails spaced at 6" o.c. In re -roofing, where deck is less than 19/32" thick (minimum 15/32") the above attachment method must be in addition to existing attachment. Underlayment: Minimum underlayment shall be an ASTM D 226 Type II installed with a minimum 4" side - lap and 6" end -laps. Underlayment shall be fastened with corrosion resistant tin -caps and 12 gauge 1-'/4" annular ring -shank nails, spaced 6" o.c. at all laps and two staggered rows 12" o.c. in the field of the roll. Or, any approved underlayment having a current NOA. Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133 and with current published installation instructions and details in Southeastern Metal Manufacturing Metal Roofing Installation Manual. Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. See Limitation # 1. Metal Panels and Install the "5V-Crimp Panels" and accessories in compliance with the current published Accessories: installation instructions and details in Southeastern Metals Manufacturing Company's Installation Manual. Flashings, penetrations, valley construction and other details shall be constructed in compliance with Roofing Application Standard RAS 133. 1. At the eave, rake, and ridge, fasteners shall be located not more than 3" away from the panel end. 2. The leading side edge of the panel should be the side with the anti -siphon groove; each panel side will overlap this channel to provide a capillary brake. 3. The panels shall be fastened with metal roofing sealing washer screws with dimensions as listed below in Table A, in the crown of the inverted V ribs as shown in the details herein. 4. The panel's width fasteners shall be spaced at 11 %2" to the center rib, Then 12 %2" to the next, perpendicular to the, slope, through the overlapping panel. The flat area of the panel as shown in the details herein. 5. The panels fastening pattern at the interior of the panel, shall be in rows spaced as listed in Table A below, running parallel to the slope of the roof. Table A Maximum Design Pressure Field Perimeter and Corner Perimeter and Corner Maximum Design Pressure -67.25 psf, -154.75 psf -180 psf Fastener Type #9 x 2" #9 x 2" #10-14 x 2-1/2" Maximum Fastener Spacing 16" o.c. 8" ox. 8" o.c. 1. Extrapolation shall not be allowed NOA No.: 11-0714.08 MIAMI•DAD6 COUNTY Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 3 of 5 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). 3. Panels may be rolls formed in continuous lengths from eave to ridge. Maximum lengths shall be as described in Roofing Application Standard RAS 133 4. All panels shall be permanently labeled with the manufacturer's name and/or logo, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below. All clips shall be permanently labeledwith the manufacturer's name and/or logo, and/or model. MIAMI•DADE COUNTY 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code: NOA No.: 11-0714.08 Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 4 of 5 "5-V CRIMP" METAL ROOF PANELS 251/2" 11 1/2" 121/2" 7/16 FASTENING PATTERN FOR 5V-CRIMP AT EAVE & RIDGE SeeTable A END OF THIS ACCEPTANCE NOA No.: 11-0714.08 MIAMI-D►oe COUNTY Expiration Date: 11/08/16 Approval Date: 06/14/12 Page 5 of 5 DEPARTMENT OF REGULATORY AND EC( BOARD AND CODE ADMINISTRATION DIV NOTICE OF ACCEPTANCE James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 AHA11II-DADE COUNTY PRODUCT CONTROL SECTION If 805 SW 26 Street, Room 208 RESOURCES (RER) Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 -mvw.miamid ad e.Qov/economy 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 Miarni-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 ipurposes. 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. i 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: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffrt Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.1 Ogawa, 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, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1715.9.2 and 1715.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA # 12-0214.14 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. - The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 13-0311.07 Expiration Date: May 1, 2017 Approval Date: May 9, 2013 Page 1 510 f��t?!✓ James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. 'i B. TESTS 1. Test reports on: 1) U-niforrn Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up draryings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intel tek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. C. CALCULATIONS 1. None. 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 2010 FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 04/26/2012, signed and sealed by Ronald I. Ogawa, P.E. IS 1�10f o(113 Carlos M. Utrera, P.E. Product Control Examiner NOA No.13-0311.07 Expiration Date: May 1, 2017 Approval Date: May 9, 2013 E-I WALL LENGTH SEE PRODUCT DESCRIPTION HardiePanel®, CernpanelO, & Stud Spacing at 15' O.C. DETAIL A Prevail® Panel Siding materials are i I - I _I nonasbestos fiber -cement products -- _ B .mm _-- _--_: �r _ __• _ . __ ��_ :__.r ! �� 5!8" 6nick ! 5 ply APA rated tested in accordance with ASTM 9tpGAq ( plywood sheathing in C1186 Grade II, Type A and meeting ��•,. •��t•.•, accordance with Florida the requirements of the Florida i i ,\�+� ;.i •�� Buitd'mg Code Section Building Code. pltio. 23223 as w�rh� Io�eda t PANEL DIMENSION$ WALL �i/"��,%II.C" : Water -resistive Width Length Thickness ,/ barrier per Florida 4' 8,9,1 V 5/16" 1E1GHT 8uitdtng Code Vi ,F .. .` ®�� Section 1404.2 DES.LQN PRESSURE RATING Miami �•---„�•--' '� installation Design Pressure 2' X 4 S-P-F Wood Studs -76 psf Wood Studs �- -- - --i� - �= - t_ _ - ---- ---- I -.t Impact Resistant- - - •: -- r - --- -- -_ _. ' HardiePanet, B <-- , t _S_eC�B�13 Cempanel, Planks installed over 5/8" thick ! 5 ply Nails at 16" O.C. (t O ON Prevail Panel APA rated plywood sheathing 3/8" Minimum Edge Distance siding QUAU A Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wail and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. FIARDIEPANEL,=CEMPANEG, PREYAIL. PANE[. SIDIN INS�LLATIOPI DETAILS ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ [Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322-& ■ The siding panels shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of ITO.C. ■ [Note 21 The siding panel fastener shall be a 2" long, 0.=' head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. • Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fscm No--7 DWG NO I REV Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales Scar.E 1/2" =1'-0° Date: 4124=13 SHEET 1 OF 12 Cladding Fastener Spacing per Florida Building Code Section 2322.3 16.00in. • Framing Fastener Spacing per Florida Sheathing Building Code Section 2322.3 + 4`rorfifit vo ,�� I — PRODUCIr &Evr" ffi Wilk die iicxid� — `° II Proaoac7entroi -�ONCO l ��css......y '--� 4NA.. • • • • • • • • • • ♦ • • • • �/Yr 'igloo ERA_.AAING ■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH 3-1/2016d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 CLAP -DOG James Hardie Building Products, Inc. ■ THE; PANEL IS FASTENED WITH 2" LONG, 0.223 HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 sup FSCM NO DwG NO RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1 ° = 1-0" Date: 4/24/2013 SHEET 2 OF 12 i WALL B DETAtL}� WALL LENGTH Stud Spacing at 16" O.C. jrf--- tb 1-�—CPi1.07 i i ; i 1 Mri O'Av 7 end -O Distance Nails at 6" O.C. (typ.) aSTATE 318" Minimum :I 'pz Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 -�` 5/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-518" X 1-5/8" Metal C-stud _ The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. 15 SEE DETAIL A 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 AQU-0IV 1-6. Water -resistive barrier per Florida Building Code Section 1404.2 20ga, 3-5/8" X 1-5/8" Metal C-stud PRODUCT DESCRIPTION HardiePanelS, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements V the Florida Building Code. k s gi QVIENSIONS Width- Length Thickness 4' 8,9,10' 5/16" DESIG_N_P-RESSURE_K&I NG Installation Design Pressure Metal Studs -104 psf HardiePanel, Impact Resistant - Cempanel, Panel installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding HARDIEPANE�CEMPANEI�PRE1(/L PANEL SIDING fNSTALLATION DETAILS ■ All installation shall be done in conformance with.this.Not ee of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ [Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-114" long bugle head screw ■ The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. ■ [Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. Fax 909-427-0634 Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STIED CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE FSCAA NO DWG NO A PNL-PLK-SOFF SCALE 1/2" =1'-0" Date: 4/24/2013 sHEU 3 OF 12 Cladding —�{ 6.00in. [-- I I 6.00in. I I Framing • •I I • I I I• I• I Sheathing I I 6,00in. I I I I•I �- I ' I•I 6.00in. I I I I l I • I I I I I I 1d° '/ QGA PROiMJC.T$1�Y� I i . II lei S� � coagdyiing wilbtLeb7oeiiAs Bail�mg Qoee - - ' - I- I- - - ♦ - 121 AccepummNo ! auI . 13Y � i I•i � -o�= STATE OF '�� ProandCoeaot I • I i I — FCO R1�Q'- ,� t'��'� ON F�iAMITIG ■ NOMINAL 20 GAUGE 3-6/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AREA hLCi ■ NOMINAL 518" THICK] 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL HARDIEPANEL, CEMPANEL, PREVAIL. PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1W LONG BUGLE INSTALLATION DETAILS METAL STUD CONSTRUCTION HEAD SCREW CLADDING James Hardie Building Products, Inc. • THE PANEL IS FASTENED WITH NO. 848, 0.315' MEAD 10901 Elm Avenue DIAMETER X 1-5/8 " LONG CORROSION RESISTANT a Fontana, CA 92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT s Fsa�n No DwG NO LEAST 3 FULL THREADS PENETRATING THE METAL Phone: 909-356-6300 pNL-pLKZOFF FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES Fax 909-427-0834 A AND INTERMEDIATE STUDS Creator: E. Gonzales song 1" = 1'-0" Date: 412412013 sneer 4 OF 1 1 WALL LENGTH Stud Spacing at 16" O.C. - -- - -- ---- -- -- ------------- ; ; - --- jj it - - - - - -- -- - -- -- - - - -- - i ii eft � i as W&6' ymg wkb Eiones i VALL I:.' :... I : adoProdtt"C,oetrol Ell— II 4:as��- •�.hs.J:.� �,ii�'�� / � J --•- ' --••-L----------- .L................J1..---•..-.-...-L------.----L _r lON,A 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) QUA IL A Sheathing fastener, -as- - - - descxibed in Note 1 Siding fastener, as % described in Note 2 f 1; HardiePlank, Cemplank, Prevail Lap Siding / Water -resistive barrier �\ per Florida Building Code Section 1404.2 `1 5/8" thick 15 ply APA rated — plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A Stall thick 15 ply APA rated plywood sheathing in accordance with Florida Building Code PRODUCT DESC1ZlPT10N HardiePlank®, Cemplank®, & Prevail® Plank Lap Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. Section 2322.3 PANEL DIMENSLONS Water -resistive Width Length Thickness \ banrier per Florida 59-1/2" 12' 5116, Building Code Section 1404.2 DESIGN PRESSURLRAT -Ci 2" X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over 5/8" thick / 5 ply 14/4" tall X 5/16" APA rated plywood sheathing thick starter strip yBLiDIEP_LANK�C MP_I-ANK, P MA IkIAP_SIDII�kG,NS1`A4 1T10►UDlETA- the manufacturer's -- - ■ All installation shall be done in conformance with this Notice of Acceptance, the installation recommendations, and the applicable sections of the Florida Building Code. ■ Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ [Note 13 5/8 thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. ■ Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is 5 8-114, vertically. • [Note 21 The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092' shank diameter, corrosion -resistant siding nail; The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 6/8" thick / 5 ply APA rated plywood sheathing, fasteners 3W from the bottom edge of are placed in the overlapping area approximately the overlapping plank ■ Vertical joints shall be placed over studs. ■ The planks shall be installed over 5/8" thick /5 ply APA rated plywood sheathing supported by a minimum of Z%4" S-P-F wood studs spaced a maximum of 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/9'. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION ,lames Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF Creator. E. Gonzales I SCALE 112" =1'-0" I Date: 4/24/2013 5OF12 REV Fastener Spacing per Florida Building Code Section 2322.3 0.751n •. Fastener Spacing per Florida \ Building Code Section 2322.3 as aornpfyiogwadwE7o.ift BW 406 Ar..epmooet3o07 .ti'BYimra+ adePradvetCamdrai 58.25in. FRAM NG ■ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHF►T�NG ■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 _P_ JDJ)JNG- ■ PLANKS OVERLAP 1-1/4" ■ THE EXPOSURE IS s8-1/4" ■ THE PLANKS ARE FACE NAILED WITH 2-11T LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSIO1`4 RESISTANT SIDING NAILS, PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATIOr 6 in. OC Cladding Framing Sheathing .i - '-- --- - No. 121 '4 STATE OF r010NA1. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND�ta�Vl`EYr 0 ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) WNHARDIEPLANK, MAPLANK, PREVAIL. LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-&%-6W0 S+ZE Fscen No DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = I'-0" Date: 4/24/2013 sHEer 6 OF 12 B WALL 314" Minimum as Distance wiTh She Ebmida Nails at 16" O.C. (typ.) Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 1 HardiePlank, Cemplank, /! Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE )ETAIL A /" 5/8" thick / 5 ply APA r rated plywood sheathing fastened to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 1404.2 PRODUCT DESCRIP"EL HardiePlank®, CemplankG, and Prevail® Plank Lap Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PLgNK DIMENSIONS Width Length Thickness 5 9-1/20 12' 5/16" \20ga, 3-5/8" X 1-5/8" * DESIGN PRES$URD RATING Metal C-stud Installation Design Pressure HardiePlank, Metal Studs -92 psf emplank, Prevail -. CTIO Lap Siding Impact Resistant-- 10NAL ✓ — — Planks installed over 518" thick / 5 ply ,�,��g_g i-1l4" tall X 5l16° APA rated plywood sheathing thick starter strip HARDIEPLANK CEMPLAW PREVAIL LAP SIDINGJNSTALLATION Q-ET- 1L_S_ - ■ All -installation shall -be ddne in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Metal studs where HardiePlank, CemplanK Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ [Note 1] 5/8" thick 16 ply APA rated plywood sheathing shall be attached to metal studs at Woo at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter 1-1/4 long bugle head screw ■ Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is:5 8-1/4" vertically. ■ [Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long" bugle head screw over metal studs (*or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened 5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick /5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. ■ Vertical joints shall be placed over studs. ■ The planks shall be installed over 5/8" thick /5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" Q.C. ■ Fasteners shall have a minimum edge distance of 3/8". IMHARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. F 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 $11E FSOM NO DM NO Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1/2" -1'-0" Date- 4/24/2013 1 SHEET 7 OF 12 i6.00in. I � I 0.75in w C0aw4 q VA* dw 1Flarids BnV"C & AerepUmoe No f�-'77 s8.261n. FRA (Z ■ NOMINAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) ■ THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ■ NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 5' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLADDING ■ PLANKS OVERLAP 1-1/4' ■ THE EXPOSURE IS 5 8-1/4" ■ THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" HEAD DIAMETER X 2-1/4" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. Cladding • Framing • 6.00in.00 Sheathing gee OGAW, - - - '� - -- •� -- 121STATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) INHARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. N 10901 Elm Avenue JAI Fontana, CA 92337 'hone: 909-356-WOO s r scan No owo No REV Fax 909-427-W34 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1. =1'-0" Date: 4/24/2013 SHEET 8 OF 12 WALL QL-7AIL A WALL LENGTH Stud Spacing at 16" O.C. 0--- 1 1 1 B F- 1 �- Nails at 4" O.C. (typ.) 3/8" Minimum Edoe Distance offit fastener, as eseibed in Note 1 Hardie5offit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. SEE PRQD_UCT DESCRL— ON DETAIL A HardieSoffitO & CemsoffiS materials are nonasbestos fiber -cement products tested in /— accordance with ASTM C1186 Grade II, Type A l and meeting the requirements of the Florida Building Code. SOFFIT DIMENSION$ 2" X 4" S-P-F Width Length Thickness Wood Studs 4' 8' 114, ,QjF,S_iG_N_E8jF—SSVAiJE- RATING HardieSoM Installation Design Pressure Cemsoffit Wood Studs -70 psf FRODUCT REVISM Buitdins Cone - -- -- Acerprasoe No Z3 � ire )D&k —ftaldCM*W No. 4 21 -� '• STATE OF ? �� I,�0A,*'-. IORI�P- �P = ss`ONA1.E�[ HA�2DIESO��LT�CIRM_S_OF_F_li P}�IE,1,_I�ST�ALI.AJ�ON DEj�I�,S "" ■ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. ■ Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. ■ The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 15' O.C. ■ [Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O.C. ■ Fasteners shall have a minimum edge distance of 3/&' and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 9 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-5300 SIZE FSOM No DWG NO Fax 909427-0634 A PNL PLK-SOFF Creator: E. Gonzales SCALE 1/2" =1'-0" Date: 4/24/2013 1 SHEET 9 OF 12 FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-11T 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Creator. E. Gonzales HARDIESOFFTT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 NO A I I PNL-PLK SOFF 1"= V-0" I Date:4r2412013 'SHEET 10 OF 12 a WALL L DEtAII A WALL LENGTH Stud Spacing at 16" O.C. O I I 318" Minimum Edge Distance SEE PR_O_DUCT DESORR LONI HardieSoffit® & CemSOMO materials DETAIL A are nonasbestos fiber -cement products tested in accordance with ASTM C1186 j Grade II, Type A and meeting the J requirements of the Florida Building Code, 20ga, 3-5/8" X 1-518" SOFFIT DJMENSIONS Metal Gstud Width Length Thickness 4 8' /„ HardieSoffit, DESLGN PRESSURE r NG Cemsoffit Installation Design Pressure Metal Studs-55A8f__ . 019 q "0- 24121 STATE OF �`r44 -ORf HA_ RD(ES_O_FF.0 QEMSOF_FLT_P_ANELINSTALLATION DECAJ S �NAL EN,i,,,4►` ■ All installation shall be done in conformance with this Notice of Acxeptancturer's installation recommendations, and the applicable sections of the Florida Building Code. i fastener, as ■ Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Nbed in Note 1 Architect per the Florida Building Code and the requirements of this N.O.A. ■ The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. HardieSoffit Cemsoffit 0 [Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long* ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing);the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. It Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Nails at 6" O.C. (typ.) 20ga, 3-5/8" X 1-518" Metal C-stud j The wall and soffit frames are to be L— designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SECTION &B PRODUC,t.M as comptyim wltb the Fbxids yCate Acea No 1.34'0 l.01 aZ UF? mime", d.uum. Cladding Framing 6.00in. • I• pg�C'['itE� saoa�� teoiiorids --- _ t4li 1 By • ` y cw SM e ■ NOMINAL 20 GAUGE 3.618" X 1-5/8" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE. LOADS) AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL, STUD CONSTRUCTION (B DIAMETER X 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE a Fontana, CA 92337 STUDS Ovuc NO REV Phone: 909-356-6300 Sim M T40 Fax 909-427-0&*A A PNL-PLK SOFF 1 Creator: E. Gonzales SCALE 1" = 4'-0" Date: 4/24/2013 SHEET 12 OF 12 SCANNEU MIAMI-DiADE By MIAMI-DADE COUNTY staqu'rAwty PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.inittini(lad&gov/Rera/ Amarr Garage Doors 165 Carriage Court Winston-Salem, NC 27105 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 PERA -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. �lf 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. PERA 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: Model 1200 Heritage *Oak Summit 3000 Steel Sectional Garage Door up to 16'-0" Wide APPROVAL DOCUMENT: Drawing No 1 IRC-1216-175-26-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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, 3800 Greenway Circle, Lawrence, Kansas, 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07-0706.03 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 12-0228.02 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 ` 11 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC-1216-175-26-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2Q07, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by. Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation,of Painted or Coated Specimens Subjected to Corrosive Enviroxtmentsl:per. ASTM: D7�:1.654: &AS.T.M,B117.,. prepared. by,Architectural.,Testing, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced En* Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 07-0706.03" 3. Test report on Large Missile Impact Test per FBC TAS 201; Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 16' x 7' sectional- steel garage door; prepared by -American Test -Lab; -Inc., Test Report # ATLNC 0501.01=07, dated - 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test;for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & for Inc., Test Report # HETI-07-T709, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE .1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # RI 1812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions; PA., dated 04/18/2012, signed and sealed by TQnw L. Shelmerdine, P.E. Z3 1Z Carlos At U rera, P.E. Product Control Examiner NOA No.12-0228.02 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E -1 X 18 GA (V R-TRUSS) C W(B) L/4• X 3/4' C SCREWS AT ENDSTILES AND R EACH HINGE W13 BACK SKIN TYPICAL TDP FIXTURES N.T.S. 5/B' X 3 1/2' BACXERPLATE I UNDER SKIN AT DSTILE AN TYPICAL DURASAFE CENTER HINGE/ 7 N.T.S G TYPICAL DURASAFE END HINGE RTS P RCGA. STRUT ATTACHED LIFT CABLES Y/(Q 1/4• X 3/4' HEX NEA➢ SCREWS AT END DID OO) ACCROSS CENTEROTTOM SPAN AT AND BETWEEN3 BRACKET G0. THICK ATTACHED CENTER HINGE LOCATMNS INTO BACKSKINEX 1/4• X 3/4' READ SCREWS N1-14-GA DURASAFE 2. 10 HALL STEEL 9AROLLER CARRIER V/ (3) STEM HURRICANE ROLLERATTACHED % 3,14• HEX W/ 7/16• RETAINER FOR1/Y HON-THREADED SHAFTS*.EAD SCREWS TYPICAL BOTTOM BRACKET%1 N.TS LARGE MISSILE MPACT RESISTANT INSIDE ELEVATION INTERIOR OF GARAGE N.T.S. MAX WIDTH 16'0' SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE ODOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS JAMB DESIGN LOADS ® THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD +384.0 LBS/FT TRANSFERRED FROM THE DOOR. -418.0 LBS/Fi SEE NOTES 1 2. C LA/R &JA11� RECEIVES MAXIMUM DESIGN LOADS OR STOP MOULDING 3. DOOR AND HARDWARE WILL BE DESIGNED. MANUFACTURED 3 3/4' MIN V/ FLEXIBLE SEAL 2 X 6 SOUTHERN YELLOW PINE AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. SUIEROOH j` �(SIl'PLIE➢ BY DETALLER) (NO 2 OR BETTER) 4 DOOR SECTIONS SHALL BE 24 GA. (0216) MIN EXTERIOR SKIN ROLLED FORMED, W/ BAKED ON POLYESTER FINISH A DOORS UPTO 7'0' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 5.5' R-TRUSS PER SECTION AND (1) 3' 200A STRUT ON BM SECTION 6. DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED CNLIHISTEEL T 0&T' BY A REGISTRED PROFESSIONAL ENGINEER FOR.WIND LOADS INDICATED ON INS DRAWING IN ADDITION TO 07HER LOADINGS 13 IIGA. DURASAFE ROLLER B. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL CARRIER ATTACHED TO R-TRUSS COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOTICE OF W/ (3) 1/4• X 3/4• HEX READ SCREWS ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE OOUNTY S 1/2•H % IB GA APPROVED LAB SELECTED AND PAID BY THE MANUFACTURER EVERY 3 -(5• R-TRUSS) MONTHS 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED TROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH WELD STRENGTH OF 32,8DD PSI OR MORE SHALL BE USED TO MAKE DOCK PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE 1/4• S. 5Eam A -A (SIDE VIEW1 MtoDtx.7.QevTsa� Ib�)'14i N�{Ctk p�� Asaeplmloa Tb Z2 .0 17 BY P�{nd Orlpo{ 13 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO TRACK W/ (0 1/4'-20 x 5/8' TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION _ W/-(4) 1/4-20 TRACKSPLICE13OLTS 8, NUTS SECURE TO JAMB WITH (3) 5/161 DIA. x 1-5/8' LAG BOLTS (1) 5/16' DIA. x t-5/8' LAG BOLT ATTACHED TO -JAMB AT EA, JAMB BRACKET 12 GA. GALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/4-20 x 5/8' TRACK SPLICE BOLT 6 NUT SEE (TABLE 2> FOR JAMB BRACKET SPACING STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE 5/'6' X 3' LAG SCREWS STARTING 6' PROM ENDS THEN 12• QC. CI 1/2' EMHEDMENT) 2 % 6 VERTICAL JAMB ATTACHMENT TO 2.000 PSI CONCRETE HILTI KWIK BOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24' O.C. (2 1/2' EMBEDMENT) HILTI SLEEVE ANCFmR 3/8' X 2-3/4' STARTING 6' FRON ENDS THEN 10' O.C. (1 1/4' EMBEDMENT) ITW/RAMSET REDHEAD CTRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN ED' D.C. C2 1/2, EMBEDMENT) 2 % 6 VERT)CAL JAMB ATTACHMENT TO HOLLOW C-90 BLDCK SIMPSON I/4' % 'OX, ESCREWS STARTING 6• FRDM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8. O.C. Cl1 1/2' EMBEDMENT) HILT[ 1/4' X 2-3/4' KWIK-CON fI+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART> AT 8' O.C. CI 1/4' EMBEDMENT) iLTI SLIE ROUTED -90 ATTACH E14T TO 6 EEVE ANCHOR 3/8' X 2-3/4' STARTING 6' FROM 131 ENDS THPonEN 12. O.C. Cl 1/4' EMBEDMENT) (OR, USE FASTENERS FDR H13LLEIW C-90 BLOCK) ■LAGS AND BDLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. ■PREPARATION OF WOOD JAMBS.BY OTHERS VOOD CONCRETE STRUCTURE STRUCTURE 4 22-3 �6P JAMB HOLLOW BLOCK GROUTED BLDCK STRUCTURE STRUCTURE /2'IHIN fl I ONTO OF R:NSCNS JDATE IBY R:W NDTE 8 1/7/09 SBT UPDATE) l0 78C 2010 1215/1I JIM e8\\6\\1 FOBejle♦ MAX s14 vv'�QS L. SNF/��♦♦♦♦ 17ES SUBJECT TO ee�pg CENs�c',9�j6— RCHT LIMITATIONS o o Az No D04867 DESIGN LOADS2 +48.0 PSI: ,. -52.0 PSF :s •(1 �'ji 9 37'A7 L� OF LARGE MIS LEIMPACT ice• �'c� O 1OQ'�•`��`e RESISTANCE ♦R♦�SS%• •R •�'��,� 165 CARRIAGE COURT WINSTIIN-SALEH, N.C. 27105 VVWANARR.CDH MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 HORT• LONG. FLUSH & OAK SUMMIT PANE sa I DRAWL BY Sol DATE �/CB/07 MAW RNBER B I IN=BY BNC I DATE 5/co/or IRG1216-175-26 NM THOM L 911E N PS UC NA RIM 91RT 2 DF 3 ��.��'_-''7 �b�ls.�iL�+'=9�5°.�1�•N�.M','�C•eett�; 73��.1'R"F'�f.'�Ih'�'w�'' .t�3iE3w`��. �a�F�.4��.A 4k'�•l��ik'F7r:3'.dl'.T7��7 4~I�.-'91��4�"z�tx�1 y�.(,`�i ��[m`::��'X,�£��t.�i��s.wi 6.'.�'i'd'�:3•1��,I��t�' �i' �a}��v}n'c �om�ommo FREEFi� .. 11 iiiiiiiiiiiiiiiiiii■ ,v�� ' 11 pv��+SimR]ilA .�H�F��-��h�'�w �',}tb:��IV�iL�.^!tt.Jns:�il�iSi.'+"Sal��3y::r�• L Y!1:L".G i4 t� [t� .�.�'.'.QQ�y,�L'•k:IS+:.A° E �'! Io�l°Y�IIIdBfl.�S3Siatl .%i.: ',: 1• 1 ...' .� IBIS-�J��33111:FP3{i{1�g-^��y1�1 iEpV:�6£I�J' {. F'��il.Y ��fMF�Nu�IN! 4��3iG�ll :i.i��111 X4t5i+.i.�•. >ii�,�..{Fvnm��v1 ®M s:oi�p1 Y'�11',�yrv®��•��,`�.?yyy��,',r1'�a �w%�'tFiYttss:I]i�t1'KJ.:J14�E��t .4:?.-G�]C�"N+°�•'�..9 e��. ®iEmm mem�M Hum M�fflmammmm :Cwr` 11 kvf'. ::Pi�1�.'."om ICQ�� ISM: R'eF1:S/detid30 FEPd t9CW»'wm""Zhl""�'te�fal :�1• 1 lom ��i•�,iii �+i S.`{ .h "i,Y.' .%ram. '�"-fl4-. �.' ��`f�'i`Sd;iU��SC'.a�3.u5F3��4.,fi� �� •'} 1 . r• 1.1 1�F�fita�J°�; mom MMMEMMMMMM t�r>a 11 ®MANNI -a. ED MIAMI•DADE °3C AN FLORIDA mefina � �p� M PRODUCT CONTROL �SECTION DEPARTMENT OF REGULATORY AN R_40§ �i�( , RCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gotteconamv 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 -bade 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 revolve, 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 11FD-555 Vinyl" Outswing VE 2000 Tan 202 lighter shades (Non -White and White) Rigid Cellular PVC Door w/ Sidelites and iv/Transoms - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, Series titled "Vinyl French Door and SLT/ TR", sheets 01 through 12 of 12, dated 05/07/13 with the latest revision dated 11/27/13, prepared by manufacture, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval 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 otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to tine user by tine manufacturer or its distributors and shall be available for inspection at tine job site at the request of tine Building Official. This consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.03 Expiration Date: January 23, 2019 1q4 a Approval Date: January 23, 2014 Page I PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-555.1, Series titled "Vinyl French Door and SLT/ TR", sheets 01 through 12 of 12, dated 05/07/13 with the latest revision dated 11/27/13, prepared by manufacture, 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) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 2. 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. 3. 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. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94 2) Water Resistance Test, per FBC, TAS 202 94 3) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5. along with marked —up drawings and installation diagram of a PVC fixed window, 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. 6. 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 PVC fixed window, 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. 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Water Resistance Test, per FBC, TAS 202-94 3) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 8. along with marked —up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A, Naya, Jr., P. E. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.13-0815.03 Expiration Date: January 23, 2019 Approval Date: January 23, 2014 E-1 PGT Industries, Inc. NOTICE OF ACCIIPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUE, D) 9. 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 a Rigid PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A. Naya, Jr., P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture; dated 08/09/13, signed and sealed by Anthony Lynn Miller, P. E. 2. . Glazing complies with ASTM E1300-04109 D. QUALITY ASSURANCE 1. Miami —Dade Department -of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No., 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciie® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. � 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas a Interlayer" dated 08/25/11, expiring on 01/14/17. 3. 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. 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. 5. Quanex Part Super Spacer Standard complying with_ ASTM C518 Thermal Conductivity 0.881 BTU —in/ hr.—fF °F, ASTM F 1249 WVTR—Pass, ASTM D3985 Oxygen Pass, ASTM E 2190 I.G. Durability —No Fog —Pass. 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU —in/ hr.—W °F, ASTM F 1249 WVTR—Pass, ASTM D 1434 Argon Permeance— Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Development 20°F in 48 hrs. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 13-0815.03 Expiration Date: January 23, 2019 Approval Date: January 23, 2014 E-2 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 08/09/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 08/09/13, signed and sealed by Anthony Lynn Miller, P.E. ' 3. Proposal No. 13-0079R revised by Product Control, dated 04/04/13, signed by Jaime D. Gascon, P. E. 4. Laboratory compliance letter for Test Reports No.'s FTL-7370, FTL-7371, FTL-7338 and FT.L�-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. 5. ProposaI No. 13-0079 issued by Product Control, dated 01/31/13, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. E-3 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.13-0815.03 Expiration Date: January 23, 2019 Approval Date: January 23, 2014 GENERAL NOTES: SERIES 555, 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 C90 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, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.10 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. 8) 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, GRAS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH 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 SEALINGTLASHING 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 1.6 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 FOR CORROSION RESISTANCE. 10) ALL RIGID AND CELLULAR PVC 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 NOA'S: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; VISION EXTRUSIONS, LTD. WHITE, TAN & BROWN -COATED RIGID PVC NONS (10-0420.06.11.0902.10 & 12-1017.0t) VISION EXTRUSIONS, LTD. WHITE & NON -WHITE RIGID CELLULAR PVC NOAS (13-1121.01 & 13-1121.02), ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS4&5 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE TAR[ F V Group Anchor Substrate Min. Edge Min.Distance Embedment A 3/16" Elco Ultracon Ungrouted CMU, (ASTM C-90) V 1-114" Ungrouted CMU, ASTM C-90 2-1/7' 1-114" B #t0 Steal SMS (G5) #10 to S.S. SMS #101" S.S. SMS P.T. Southern Pine (SG=0.55) 1/7' 1.318" Aluminum, 6063-T5' 5118" 0.056" Steel, A361 5/16" 0.066" Steel Stud, A653 Gr. 33• 5116" 0.056" 16 Ga) 3118" Elco Ultracon P.T. Southern Pine (SG=0.55) 112" 1-318" Grouted CMU, (ASTM C-90) 2-1/2" 2-1/4" Concrete (min. 2.85 ksi) V 1-3/8" 114" Elco Ultracon Ungrouted CMU, (ASTM C-9D) 21/7' 1-1/4" Steel SMS (G5) #12 S #12 SteelS.S. SMS #12 18.8 S.S. SMS P.T. Southern Pine (SG=0.55) 9116" 1-318, Aluminum, 6063-T5' 316. 0.063" Steel, A36' 3/6' 0.058" Steel Stud, A653 Gr. 33• 3/8" 0.056" (16 Ga) C 114" Elco Ultracon P.T. Southern Pine (SG=0.55) i" 1. 0 Grouted CMU, (ASTM C-90) 2-1/7' 1-314, Concrete (min. 2.85 ksi) 1" 1.3/8" 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ks)i 1" 1-314" Ungrouted CMU. (ASTM C-90) 2-1/2' 1-1/4" 1/4" Elco 18.8 S.S. Aggre-Gator P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 3.27 kel) 1-117' 1-3/8" Ungrouted CMU, (ASTM C-90) 4" 1-114, D 114" Elco Ullracon Concrete (min. 2.85 kso 2-117' 1-3/8" 1/4" Elco410 S.S. CreteFlex Concrete min. 3.35 ksi) 2-1/7' 1.3/4" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. TABLE 2: Type # Description Where Used: 1 1-3116" Lam]. IG (1/6" T-11116" Air -1/8" An - .090" PVB -118" An) Door 2 1-3H6" Lami. IG (3/16" T- 5/8" Air-118" An - .09D" PVB -1/8" An 3 1-3116" Lami. IG (118" T- 9116" Air- 3116" An - .090" SG - 3116" An) Sidelft , & 4 1-3116" Leml. IG (3116" T-1/2' Air- 3/16" An - .090" SG - 3/16" An) Transom 5 1-WIV Leml. IG (1/8" T- 9/16" Air- 3/16" An -.090" PVB - 3/16" An) 6 1-3/16" Lami. IG (3(16" T -1 /7' Alr- 31%' An - .090 PVB - 3116" An) (SLTITR) 543 - DUPONT SENTRYGLAS W INTERLAYER BY E.I. DUPONT DENEMUUK5 tl, CO., INV. SEE TABLE 11 FOR SPACER INFORMATION. GUIDE TO SHEETS: GENERAL NOTES...........-............-1 ELEVATIONS ................................... 2 GLAZING DETAILS ..........................3 DESIGN PRESSURES ......... ........... 45 SIDELITE/rRANSOM ANCHORS.... 4-6 INSTALLATION ................................ 7-9 EXTRUSION PROFILES .................. 10 PARTS LIST ...................... -............. I I CORNER DETAILS ..- ...... .......... ..... 11 HARDWARE DETAILS ......... ........... 12 a a M " 5 M Y C0 -^ea In al"Q 0 CO 0 N N O K u�r T Q J � J O z LL 1L 'wuti,am .(g ❑ UU XT o :L Z 02 co F- m O 1 (� '"N 9610 O O 0 J o z 10z rn 0 z Q tL O ®2 00 ❑ CO iaa4S w V) Z O Z w Z "I"ag 0 M LL h: 5j w 7 U z LU � apl rosa0 ssuaS lift, I1ANF AfI44, 4�ri p�,........ ( .•'VCENSF'•;'P * No.5870055((_ 0 ST �i��'�S'. FLORIOP•'�G;� ONN- A. LYNN MILLER. P.E. P.E.058705 fly— 37-9116"MAX.S I I WIDTH (3) MAX. 96' i' MAX. SLAB 93-HEIGHT MAX. SLAB (ALL DOOR HEIGHT CONFIGS.) TYP. DOOR SLAB X DETAIL HEET# 76. MAX 40' i'AX MULL(X2) MYP. OlxxIo (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 1' M. HE] ORV EXAMPLE CONFIGURATIONS I r 76' MAX. 30.S FT' MAX. SEE SIZE RANGES FROM TABLE 7. SHEET 6 98-7/B' MAX DLO 11' GH GHT / VIDTH K4 30.8 FT' MAX. SEE SIZE RANGES FROM TABLE 7, SHEET 6 106-1/16" MAX. DLO 111' MAX. HEIGHT OR WIDTH 40" I -+—_MAX. J_ 363/4' TYP. I MAX 9 DIX (SHOWN) OR XIO 40' MAX. HORIZONTAL MULLION LENGTH I 40' MAX. TYP. 1" MULL 96' MAX VERTICAL MULLION LENGTH SINGLE O SINGLE O (WIDE STILES AND WIDE (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) NOTES' 1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD P 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 98' IN VERTICAL APPLICATIONS AND 40' IN HORIZONTAL APPLICATIONS. 5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. 6) ADDITIONAL CONFIGURATIONS USING THE 1' FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS A REFERENCE FOR SIZE LIMITATIONS. ►{I 40' 3MAX • _jL MAX. Ll 1'MULL —rl 1'MULL OfXIO (NARROW STILES AND WIDE RAILS SHOWN ON SIDELITES). _ r38-3/4• MAX. 1 1' MULL OIO (ADDITIONAL MULLED LITES ALLOWED) (DE STILES AND NARROW AND NARROW O/O WITH RAILS SHOWN ON SIDELITES) HORIZONTAL MULLION (WIDE STILES AND WIDE RAILSSHOWN ON SIDELITE & TRANSOM) O/X W ITH HORIZONTAL MULLION (NARROW STILES AND NARROW RAILS SHOWN ON TRANSOM LU >rt c7 Y '"aa � � O Bloa O ui O, N 'Q Z V- uNi LL to = W N uM° 0 UU x— 9A10 W m Y � C) n> OO v ti �Z O.Z (n Q Z O F LL O N O O O ] LJ leogs TLL Z U Z W 15 oloas O Of LL W N IL Z X LL > W a111 '�se0 setias ��': ' LICENSE •.'P �� '•. STA E O .�- :�.C� •.:RLORIO.. '0' IONA - A. LYNN MILLER• P.E. P.EA68705 DOOR SIDELITE & TRANSOM GLAZING DETAILS GLAZING DETAILS 13116" NOM. GLASS STACK �— LAMINATED 13116' NOM. GLASS STACK 1-3116" NOM. 'ASS STACK EO GLASS GLASS STACK GILASS S STACK GLASS STACK . /8' ANNEALED GLASS 3116" ANNEALED GLASS 3N6" ANNEALED GLASS 11118'NRSPACE .09D" DUPONT 9/18' AIRSPACE .090' DUPONT SG 1/2' AIRSPACE .090' DUPONT SG BUTACITE PVB 118" TEMPERED GLASS,,• M"ANNFALEO CLASS I 1/8" TEMPERED GLASS 3/16" ANNEALED GLASS 3116' TEMPERED GLASS 3/16'ANNEALED GLASS 14 14 lute• 14 DGIASnns• $BITE BrtE 3 DGLASS �XTERIOR M41 40 42 EXTERIOR 39 40 42 EXTERIOR 39 4039 �41 41 GLASS TYPE 1 I GLASS TYPE 3 GLASS TYPE 4 TYP. WIDE FRAME GLAZING TYP. NARROW FRAME GLAZING I DETAIL, NARROW FRAME SIMILAR DETAIL, WIDE FRAME SIMILAR. 13/16'NOM. GLASS STACK LAMINATED GLASS STACK GLASS 1-3H6'NOM.��JJ I GLASS STACK 7/16w LAMINATED 'ACK 1-3116'NOM. GLASS STACK Q16SS S STACK 18' ANNEALED GLASS 3/16'ANNEALED GLASS 3/16" ANNEALED GLASS 518'AIRSPACE ,090'DUPONT 9/16'AIf1SPACE .090'DUPONT 1Yl•AIRSPACE .090'DUPONT BUTACITE PVB BUTACITE PVB BUTACITE PVB 3116" TEMPERED GLASS,,,1/8• ANNEALED GLASS I 1W TEMPERED GLASS 3116" ANNEALED GLASS _ 7 I 3/16' TEMPERED GLASS",3116•ANNEALED GLASS 14 11110• D GLASS BITE 14 ta18• t Q GLA53 BITE 14 11/16• Q GLASS BITE 3 EXTERIOR 39 40 42 I EXTERIOR 39 40 ) �Q �J EXTERIOR 39 40 �t ' 42 41 42 41 41 I GLASS TYPE 2 GLASS TYPE 5 GLASS TYPE 6 TYP. NARROW FRAME GLAZING TYP. WIDE FRAME GLAZING DETAIL, WIDE FRAME SIMILAR. DETAIL, NARROW FRAME SIMILAR SG = DUPONT SENTRYGLASO INTERLAYER BY E.I. DUPONT DENEMOURS & CO., INC. w1 N I, eloa O �[j C7 M c to zLL wLL 8 as U U_ x c i Z 10 m0 0 Y t wa n ci v 1 �Z D Z z Q LL co Of ® O t»vs z W z WIt"s O K LL Z to Z � 0 e u hsea seusS a'��•'�•1GENSF' `'Q / Q' ••. -fit No. 58105 816 ��O'•.. STATE OF E A. LYNN MILLER, P.E. P.E.N68705 SINGLE DOOR DOUBLE DOOR INSTALLATION INSTALLATION XX 4" MAX 4"MAX.. I - CLUSTER ---,�— 8.112' 8MAX. MAX. MAX.. rI -- —/— CENTERED II I BETWEEN ANCHORS /—• `` /�/•/ BETWEEN CENTERED HINGES BETWEEN HINGES SEE NOTE 1O.C. N MAX -CENTERED CENTERED I I I BETWEEN 1 i BETWEEN I I HINGES I HINGES I I CENTERED `� BETWEEN I I /• I 1�" L 9"MAX CHORS 1• ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD X Teal c" XX, (USING ASTRAGAL) TABLE 3: DOOR DESIGN PRESSURE +150.0 PSF Glass Type 1 +/-70.0 PSF Glass Type 2 SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR MULLION INSTALLATION MULLION INSTALLATION 4-O.C.MIN., (010, 01010, ETC.) (XIO, OIX, AX, OIXIO, XIOIX, OIXXIO, ETC) SEE TABLE 4, SEE MULLION CLUSTER SEE MULLION CLUSTER -- THIS SHEET, ��^ N DETAILBELOW �� `I' DETAIL BELOW FOR QUANTITY, i �I i �7 SEE TABLE 1, I ATTACH DOORS AND 1 SHEET 1 FOR SIDELITES TO THE TYPE �MULLION AS PER �� ` / I I THE INSTRUCTION i I I OF THE INDIVIDUAL I I` i I t DOOR OR SIDELITE I I SEE NOTE XX Door: Astragal Cluster Anchora Required (10 Head & Sill Door Widlh (in) 48 aq} 60 aO3 neU(9 U 1 72 O l5 5C9 �0 76 80 4 4 4 5 4 5 4 4 96 4 5 4 8 4 8 5 4 TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (010 I I I I I I I ANCHORIIII RETA IiII 1iII1I • MULLION ERTICAL MULLION LENGTH IN VERTICAL DESIGN PRESSURE APPLICATION S +/-70.0 PSF SIDELITE SIDELITE SIDELITE DOOR TSQANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD MAX. MAX.- ``\ 1'MULLION 1"MULLION _r�' �� i AX{..� �� 4'0.C. MIN.6•/ 14'0.C.MW. 4"O.C. MIN./ , 4°I 14'0.C. MIN. 1 1 1 r' , I I j,'\SIOEi SEE TABLE 6, SEE TABLE 8,THIS SHEET, 1 --- / THISSHEET, SIDE- / FOR ANCHOR 1 SIDE- DOOR /FORANCHOR / QUANTITY, SEE / QUANTITY, SEE LITER/ TABLE 1, SHEET �`LITE "\ / TABLE 1, SHEET — 1 FOR TYPE — �'/ 1 FOR TYPE MULLION ATTACHMENT& INSTALLATION ATTACH DOORS, _ SIDELITES & TRANSOMS TO THE MULLION AS PER / THE INSTRUCTION / 1 HORIZONTAL OF THE INDIVIDUAL TRANSQI `�� MAX1 HORIZONTAL PRODUCT ---/ _ 1 I A1 TABLE 7: HORIZONTAL MULLION DESIGN PRESSURE +F7a0 PSF I MULLION I APPLICATIONS 1 9.1f2" ALWAYS REQUIRE M / TWO(2)ANCHORS (TYPE A-D) AT EACH MULLION END. 40" MAX. MULLION LENGTH IN HORIZONTAL APPLICATIONS. TRANSOMS WIDER THAN 40" WILL REQUIRE ADDITIONAL STRUCTURE OR DADE-APPROVED MULLION BETWEEN TRANSOM AND DOOR/81DELITE. Anchors Required for a Vertical Mullion (each mullion end) Door or SlderWThinsom Width Qn) 12 24 32 38-314 40 Mullion Hon' 1 m g U m o n o < cP5 m `g U o og. m gn U n m $ m $ n c O $ a o $ 2 L tie' Door WA 2 1 2 2 31N!A WA 8ITRR 1 2 1 2 2 �11 3 2 1 3 2 1 Door 96WA 2 1 3 2 3 3 2 N/A WA WA .T. 1 2 1 3 2 1 3 3 2 3 3 2 FOR "OP(XIO' AND SIMILAR CONFIGURATIONS CONTAINING A DOUBLE DOOR (XX). USE ONLY HALF OF THEFRAME WIDTH OFTHE DOUBLE DOOR WHEN USING THIS TABLE. 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 910 FLATHEAD SMS OR 3/16" 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'XIO' 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 BE LEFT OR RIGHT-HANDED. 2) MULLIONS SHOWN ARE STANDARD V 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 98" 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. -a N a1eG O O N C7 O; 0 J J Ol O z IL to LL C5 Ag uxw0 ❑ o LU ) X- oo d' F-2 CO oo C O a Y O �i �z J r D:z ❑ Q O st D' 0 O W � 1aa45 = U7 UL W rq z d 210as UL O LL �J Z (7 Lo In O z W LL i ❑ aA1 'osod sauas �`'C�(JN'.'`ENS'Mlze"� C F i R No.58705 ��•• ' sS�ONNL A. LYNN MILLER, P.E. P.E.968705 Bldellto/Transom Design Pressure (+/-, psi) for Glass Types & 4 Long Side (in) 633116 W-5/8 68 70 72 76 78 82 84 88 109412 96 98 104 108 111 24 +/-70 +1-70 +1-70 +1-70 +1.70 +1-70 +1-70 +1-70 +/.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 28 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 32 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/.70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 36 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/.70 +170 +1-70 +1.70 +1-70 38314 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/40 +/-70 +/ 70 +/-70 +/-70 +/-70 40 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 +/-70 +/70 +/-70 +/-70 +1-70 +1-70 +(-70 +/-70 42 +1.70 1 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/.70 +1-70 1 +1.70 +1-69.6 +1-88.5 44 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/69.6 +/68.6 +/67.7 +/.67.3 m 9 46 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-69.4 +/-68.7 +/-67.6 +/-W.5 +/85.8 Co 48 +/-70 +1-70 +/-70 +/-70 +/-70 t1$9.9 +/.89.1 +1.87.8 +/37 +135.8 +1.64.7 c 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/68.4 +/67.6 +1-65 +/65.4 +1-64.1 52 +1-70 +/-70 +1-70 +1-70 +/-69.1 +1.67,1 +/-66.2 +1.64.6 +1-63.9 54 +/-70 +/-70 +/-70 +/-69.2 +/-68 +/$5.9 +/-65 +/�63.4 66 +/-70 +1.70 +/.69.7 +168.3 +137.1 +1-e LS +/63.9 58 +/-70 +/-70 +/69 +/-67.6 +1.66.3 +/-64 60 +/-70 +/-69.8 +/68.5 +/-87 +l65.6 62 +/-70 +/69.2 +/-w +l68.5 633/16 +1-70 +/-69.1 +/67.9 6"18 +M9.1 +/.68.9 - - - - - Sidelite/Transom Design Pressure, psf for GlessTypes 6 & 6 Long Sfde (in) 633116 66{18 68R70 72 76 78 82 84 68 92 96 98 104 108 111 24 +/-70 +l-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +170 +/-70 +/-70 +Y70 +/70 28 +1-70 +/70 +/-70 +/-70 +/-70 +170 +/-70 +/-70 +/-70 0-70 +170 +170 +1.70 +1-70 +1-70 32 +/-70 +A70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +170 +1-70 +/-70 +/-70 +/70 +/-70 38 +170 +170 +I70 +170 +170 +1-70 +/-70 +170 +/-70 +/70 +/-70 +/-70 +(-70 +/-70 +l-70 38314 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-69.9 +1Fi9 +1.68.3 +/-67.9 40 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +M9.8 +1.69.3 +/-68.3 +/-67,4 +/-66.7 +/-66.3 42 +/.70 +/-70 +/-70 +/-70 +/-70 +1£9.5 +/-68.8 +/67.6 +/-67 W-0. +/65.1 �- 44 +/ 70 +/-70 +/-70 +/-70 ' +/-69.1 +/-67.5 +/.66.8 +I r.5.6 +/-65 +/-64 y 46 +/-70 +/-70 +169.4 468.4 467.4 +165.8 +/65.1 +163.8 +1.63.2 46 +1-70 +/-68.8 +/68 +/.66.9 +1-66 +I.K3 +/-615 +/f2.2 co 60 +/69.9 +/67.6 +/66.8 +/-65.7 +1-64.7 +/.62.9 +/-621 52 +/69 +/66.6 +/-65.7 +/64.6 063.6 +/-61.7 54 +168.3 +/65.7 +164.8 +/63.6 +162.6 66 +167.7 +165 +164.1 +162.8 58 +167.3 +164.5 +/63.5 60 +/67 F62 +I -mg 633/16 466.8 NOTES: 1) NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. 2) SIDELITE/TRANSOM MAYBE ASINGLE, STAND-ALONE UNIT. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORTOR LONG DIMENSION. SIDELITE/TRANSOM INSTALLATION (0) 28' O.C. MAX. IF SHORT SIDE IS 40" OR LESS 28' O.C. MAX. I IF LONG SIDE IS' 40-ORLESS 1 i I I 23-1l2' O.C. MAX. I IF LONG SIDE IS OVER 40' I 6" MAX. _ (SHORT SIDE) �7 28, O.C. MAX. IF SHORT SIDE IS 40' OR LESS 28" O.C. MAX. IF LONG SIDE IS 40' OR LESS 23.1/Y O.C. MAX. IF LONG SIDE IS OVER 40' --- (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES) 23-112" O.C. MAX. IF SHORT SIDE IS OVER 40' - I SEETABLE10, SHEET 6 FOR I ANCHOR I QUANTITY, SEE - I TABLE 1, SHEET 1 FORANCHOR TYPE. I I I I I I I 12' MAX (LONG SIDE) rc j Y '�a8 0 r-0 a Lo aa -O_ co 23-112' O.C. MAX IF SHORT SIDE IS OVER 40' I I SEE TABLE 10, I I SHEET FOR I I ANCHOR I i QUANTITY, SEE TABLE 1, SHEET 1 FORANCHOR I I I I TYPE.. I 1 } I -------------- 12- MAX (LONG SIDE) 6' MAX. _ I �1-------------- (SHORTSIDE) (NARROW STILES AND NARROW RAILS SHOWN ON SIDELITES) L7 c's 04 01 NAI. l O � m Z-1 O) '" O LL N LL cDtuui �(8 uMwO ❑ UU XN o to m F W O C Waa r`> Oo v �z az ❑ Z a 0 W N ® 00 ❑ W laaus U U) Z z Of o1o's o ky a LL Z 0 m N 0 Z W LL 5 ❑ qil 7sa0 sauas 1/ * (4o.58705 ��•� STA1�E F' • �� .�'•. FCOR40A.•' CO=� S/ONA1- �? /l/111i11111� A. LYNN MILLER, P.E. PZ#68705 EMBEDMENT - EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TOBETHROUGH SUBSTRATE. MIN.#10 FLATHEAD SMS, SEE TABLE 1, SHEET 1. 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER — TYP. ANCHOR TYPE, EMBEDMENT AND SUBSTRATE, SEE TABLE 1, SHEET 1. EDGE DISTANCE PER SUBSTRATE, SEE AVOID INTERFERENCE WITH TABLE 1, SHEET 1. OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR TYP. ANCHOR TYPE, EMBEDMENT 114' STAGGERING LOCATIONS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, S' 23 23 10 t8 SEE TABLE I, SHEET I. '� '.:. ,• '., HIM EDGE °' 16 DISTANCE _ 1 ANCHOR PER HINGE TO BE I THROUGH SUBSTRATE. MIN. IUD 010 FLATHEAD SMS WITH 1 MIN. 3 THREADS BEYOND INSTALLATION 1 .�'r. ,'. �' METAL SUBSTRATE. ij OPTION 2 28 41 52 INSTALLATION :.�', ^ 71 7 ANCHORS DIRECTLY •a. (�UII INTO MASONRY. 26 4 72 EXTERIOR 32 EXTERIOR 412 s • V 70 {j V FRENCH DOOR MULLION 18 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAIL) SUBSTRATE. MIN. 3/16' FLATHEAD DETAILQ ALSO SEE ABOVE ULTRACON, SEE TABLE 1, SHEET 1. V 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 1-1P2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELTTE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. DETAIL JQ TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1@c � co nap O A CD N n slop D to to Q C) rn _j o Z LL C14 LL CI rp molp 0 UU XN 00 F Z 0] Q ro D O n Op �z az ; U) 0 Qn LL O Of ® O 7aa45 O r = z z Walms 0 LL LL W } f¢ to N U Z > c z LL apt ro sayaS \ONV1I��'�i� LYNN AJ/� ��. 1.10ENSF''•�F� *' No.58705 O ''.• STA E OF ; • EAU` A. LYNN MILLER, P.E. P.E.# 58705 EXTERIOR 15 Y FRENCH DOOR MULLION INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EMBEDMENT .: •'.' :. 114' MAX. °.5.....':. t SHIM EDGE DISTANCE TYP. ANCHOR TYPE, i EMBEDMENT ';•q AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. CONCRETEICMU e• PER ANCHOR REQUIREMENT iX WOOD EXTERIOR BUCKSTRIP, SEE NOTE 2, THIS SHEET. INSTALLATION NOTES: TYP. ANCHOR TYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET I. SIDELITEITRANSOM FRAME WIDTH DETAILI F TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 1 ANCHOR PER HINGE TO BE THROUGH SUBSTRATE. MIN. 910 FLATHEAD SMS WITH MIN. 3 THREADS BEYOND METAL SUBSTRATE. DETAIL GQ DOOR VISIBLE LIGHT WIDTH (DLO) EXTERIOR ID DOOR FRAME WIDTH INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEET 1. AVOID INTERFERENCE WITH OPPOSING ANCHOR BY CHOOSING THE CORRECT LENGTH OR STAGGERING LOCATIONS. EXTERIOR EMBEDMENT DGE DISTANCE 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 1-112'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS'2X' ARE 1-112' 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 FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. DETAILQ PERANCHOR REQUIREMENT 1/4" MAX. SHIM EDGE DISTANCE 1 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S,THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1. 114" EXTERIOR 15 INSTALLATION DETAILQ OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. n N n - Y -0 �a 0 - - - - N ^ a1a0 (9 Oto Q to J ZJ O LL N LL 78 wnoup Q = dj o UU X_ LU F- Z m 0 0:0 17 oma Lu o > QO rn Fj 1 C4 Q Z D. Z �. co z z LL 0 0 �g 00 T-Fi s FN ® = C4 0 Z OF Z III alca5 O r K LL g U Z_ 0 apt •asap ssuas lill O� (`UNN 1411 ' No.58705 STATE OF <V` tORID N A. LYNN MILLER, P.E. P.E.#68705 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 SHEETAS -1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 141Y. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS `2X'ARE 1-112' 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 FRAME OF THE DOOR, SIDELITE OR TRANSOM. 4) IFAPPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. CONCRETE .a. PERANCHOR:, REQUIREMENT 1X WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET. _ ANCHORTYPE, :DMENT AND EDGE ONCE PER SUBSTRATE, TABLE 1, SHEET 1. AVOID 2FERENCE WITH )SING ANCHOR BY :)SING THE CORRECT ;TH OR STAGGERING MONS. EXTERIOR a INSTALLATION OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. - 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EDGE DISTANCE 2X WOOD BUCKSTRIP -..� OR FRAMING, ' EMBEDMENT SEE NOTE 2, t THISSHEET TYPR TYPE, EMBEDMENT AND EOGE 29 DISTANCE PER SUBSTRATE, SEE FLUSHBOLT TABLE 1, SHEET 1. NIL, SHEET 12 DETAIL IQ INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY, EDGE DISTANCE EMBEDMENT 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. 114' MAX SHIM DETAIL ICQ TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1, SHEET 1. T TRANM TRANSOM DOOR 14 15 WINDOW FRAME VISIBLE LIGHT ' HEIGHT(DLO) VISIBLE LIGHT HEIGHT(DLO) HEIGHT DOOR O 4� 33 FRAME HEIGHT EXTERIOR DETAILQ DETAILQ i INSTALLATION OPTION 2 rk INSTALLATION I ANCHORS DIRECTLY 2 I 22 TYP. ANCHOR INTO MASONRY. I TYPE, EMBEDMENT i I AND EDGE DISTANCE PER 1 SUBSTRATE ❑ TABLE 1, SHEET EET1 1. �1 \ E� NT CONCRETEPER —_�J—/ J ANCHOR REQUIREMENT EDGE DISTANCE EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1. SHEET 1. li--J 1/4' MAX. SHIM OR 3.4 KS1 NON- SHRINK. NON-METALLIC GROUT -FULL LENNG�GT7rrH'' a• EMBEDMENT w I,q Y a - 00 O alp C}9 N O jj N K u0'i T z� cli CD e uxw0 VU X� w O 1 OMa 2 o � �zazR J m Q LL O � 00 laagS FN U Z- o Z Q UU Od' u_ < N U z j Z ai11 •asad giag ,:0'* (ILYNNIM1��'�i CN , ....... Y4 i 140. 58705 o 3- a STA E O ,�''�is'S�ONAI; �� • PCORW A. LYNN MILLER, P.E. REA 58705 4.665- � I .600' L 1.000" OFRAME HEAD & JAMB #20000, Cellular PVC 1.503' .080' 3.664" -I 1.075- 5 HINGE STILE REINFORCEMENT #20013,6063-T6 4�z 1.es4• �{ 1.359• .062' INACTIVE 13 ASTRAGAL COVER #20004, Rigid PVC P.632'q .050' a.ezz• E7.3311 1.� . 1. 3.925' j [ 2.488• }+ 1.600• ►I � 2.146' -►{ 761' .278' 3.618• .080• 3.518, --� .888" �- --� 1.075" TOP & BOTTOM RAIL PANEL STILE ACTIVE REINFORCEMENT 7 REINFORCEMENT O ASTRAGAL #20014, 6063-T6 #20015, 6063-T6 #20016, 6063-T6 .076' � n ❑ 2 FRAME SILL #20001, Rigid PVC 1.14 281' I �060' BEVELED OGEE 14 BEAD 15 BEAD 920005, Rigid PVC #20006, Rigid PVC }►{.640•[- .935' .5�U U .082' .191• J SINGLE DOOR ANCHOR 20 ASTRAGAL COVER 22 SILL CAP 23 PLATE #20012, Rigid PVC #19009. Rigid PVC #19031, 6063-T6 ALL RIGID AND CELLULAR PVC BY VISION EXTRUSIONS, LTD. OPANEL RAIL &STILE #20002, Cellular PVC .610' 070• 16 FRAMESCRE COVER #20007, Rigid PVC 2285' -+-I .723' 24 THRESHOLD CAP #20020, 6063-T6 F- x.zer .5ar � Q4 1.457'.07� 6" J/ OSIDELITEADAPTER #20003, Rigid PVC 9 INSACTIVE ATRAGAL #20017, 6063 T6 .374' .100' 4.661- 1.000' - 10 1"FRENCH DOOR MULLION #20022, 6063-T6 076' 1 ��iir=4- 0 n .080' 1.258' ��,343. .3T75'II .773' .082' ADD•ON 1" MULLION � ACTIVE 17 FINlFLANGE 18 CAP 19 ASTRAGAL COVER #20008, Rigid PVC 20009, Rigid PVC #20011, Rigid PVC 1.012' .93D' 710tr I 25 DRIP CAP #20021, 6083-T6 .Ogp• J .200 26 HINGE TRIM COVER #20023, Rigid PVC UJI N ro z r Y V) •ne8 � N � aioQ O � O M N � N ZLL uNi� m UU XLY) f"• tZu 000 O � t -TaD � > O p �z n:z v p u. z O a ® � O ways � U Z J Z Z W.ag o a o ~ J 7 n a01 'asap sauas TAR[ F 11- p 1 PGTPartp I Description Material 1 20000 Door 8 SldebtelTransom a n Frame Cellular PVC 2 200D1 Door Frame Sill Rigid PVC 3 20002 Panel Side 8. Rail Cellular PVC 4 200D3 Sidefde Adapter Rigid PVC 5 20D13 Hinge SNe Reinforcement Alum., 6063-TO 6 20014 Panel Rail Reinforcement Alum., 0303-TB 7 20D15 Panel Stile Reinforcement Alum., 606346 8 20016 Active Astragal Rigid PVC 9 20017 Inactive Astragal Rigid PVC 101 20D22 1" French Door Mullin Alum., WW-TB 131 200D4 linactim Astragal Corer Rigid PVC 14 2W05 1-1110' Berri Bead Rigid PVC 15 20006 1-1/16" Ogee Bead Rigid PVC 16 20007 Screw Cover Rigid PVC 17 20008 Add-4n Fin/Flange Rigid PVC !8 20D09 1" Mullion Cap Rigid PVC 19 20011 Acthe Astragal Cover Rigid PVC 20 20012 Single Door Astragal Cover Rigid PVC 22 20018 Bill Screw Cover Rigid PVC 23 19D31 Anchor Plate Alum., 6083-T6 24 2OD20 Threshold Cover Alum., W63-TO 251 2OD21 IDrlp Cap Rigid PVC 201 20023 Hinge Trim Cover Rigid PVC 28 Fin Wealhersldp 29 31 167113 714FPT410XW Frame Weatherstrip Frame4o-Wide Slab Screw.. 814 X 1-VT Ph. FH 10.625' O.C. Stainless Steel 32 7S701X FremetaNar. Slab Screw_ B10XT Ph. FH, 2T O.C. Stainless Steel 33 78X1FPT410 Reinforcement Screen N8X 1" Ph. FH, 16" O.C. Stainless Steel 34 710)UFPAX FrameAssembly Screw. 910 XT Ptr. FH Stainless Steel 35 714FPT41OXW W-W Slab Assembly Screw: H14 X 1-112" Ph. FH Stainless Steel 37 71420)(2.25 N-W Slab Assembly Screw: 1114 X2.1/4"Ph. FH Slabiless Steel 39 Quanex DuraSeal Spacer, Composite Sealar0/Dessirant 40 62689 lQuanex SuperSpacer, Foam EPDM wl Desskcant 41 1 720028 iSelling Block, (Ouro.=85+1.5) EPUM 42 Backbedding: Dow-995 or GE-7700 Silicone 431 jArgon Gas 441 CHL5140 11,101 Melt Butyl 47. 73 see Hardware BOM, Table Q Sheet 12 90 20033 InactneAstragalCap Acelal 91 20035 Act[WAstragal Cap Acelal ALL RIGID AND CELLULAR PVC BY VISION EXTRUSIONS, LTD. ANCHOR O.C. DIMENSIONS SHOWN AS MAXIMUM. WHEN USING PART B 3: (WIDE RAILS OR STILES) X DOORFRAME HEIGHT-12.1 = DLO HEIGHT X ODOR FRAME WIDTH -12.3 = DLO WIDTH (XX DOOR FRAME HEIGHT) -12.1 = DLO HEIGHT (XX DOOR FRAME WIDTH 12) -11.5 = DLO WIDTH SLT/TR FRAME HEIGHT-12.1= DLO HEIGHT SLT/rR FRAME WIDTH -12.1 = DLO WIDTH WHEN USING PART 6 4: (NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH DOOR PANEL HEAD z w z ro c O d' VRF K �i � � N to J M -1 C3 ❑ zLL 03 LL � UMeld Uu X d F- Z m O r Sato ozzl' az LL to O � 0 m taa is z Q n °1°'S O LL� LL rn K Y z rh U > in O 0 enrt 'used aeues HARDWARE DETAILS & LOCATIONS 52,65 53,65 47-49 62, 63 80 88 87 70-73 • / 52,54 ApprovedWcoginOpp�llyiagwidt(ho Nlorida rdipppC3 Daro EOUAED / NOAU SPACED / LLY 6T t / 47.49 \ N EQUALLY- SPACED n \ O / O 44' a y EQUALLY- \ MAX / �' r ti O 6 W-- SPACED \ / J o Q j 1 Z LL UL uxouQ MAXU U X N o 8• \ AW t2u O 2 MAX. 70.73 70-73 > coco J N SN O "X" CONFIGURATION "XX" CONFIGURATION \ 61 z ° Z o W o SEE DETAIL, Q N TABLE 71: TOP LOCK SIMILAR 60 O W =aa4S HINGE DETAIL: ® U F.- t) z u W d aroas O OO, LL z � U W - t� QO i alrN. •asaQ saua 4• OO �� : ';GENsF O O �r ;' No. 56705 70 sPANEL� I I 0'• Ir a?3; �: �� STA E OF 80 FLUSH BOLT DETAIL: ��iC�''•., P(OR50P:•'• '�'�Ssi A. LYNN MILLER, P.E. P.E.V 6970.5 # PGT Part# Description / o CO \ O c\ Material 47 6680327D7 P3000 3-PT Rhino Lock (6'8"), Amesbury Inc. Stainless Steel 48 868092702 P3000 3-PT Rhino Lock (over 8'8" ,Amesbury Inc. Stainless Steel 49 71032X1FPFX 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 54 7S101X Stnke Plate Screw, ()q: #10 X 1" Phil. FH 410 S.S. 55 78X12PFHl1X Strike Plate Screw, (X>q: #8 X 1I2" PhB. FH 410 S.S. 60 7S81202 Flush Bolt ()Op 61 7803725 Flush Bolt Rod (Xlq 62 420D34 Flush Bolt Guide (X>Q 63 7832Xt2FP� Flush Bolt Guide Screw: 6-32 X1/2" Phil FH 64 48033N Guide Pin (X>9 85 78D36 Flush Bolt Strike Plate (XIq, Amesbury Inc, Stainless Steel 68 7832X12FPXP Flush Bolt Strike Plate Screw, (X>q: #8 X 3/4" Phil. FH 410 S.S. 87 cedes HendlelLeuer 88 vades Dummy HandleJle�er 70 20025 Buit Hinge, Amesbury inc. Stainless Steel 71 71032X1FPFX Hinge, Slab Screw. #10-32 X 1" Phil FH Stainless Steel 72 7S101X Hinge• Frame Screw: #10 X 1" Phil. FH Stainless Steel SCANNED MIAMI•D1ADE By MIAMI-DADE COUNTY fWA' St Ludaed""t l PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minrnidade.eov/pere� PGT Industries 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 PERA - 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. PERA 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 "DH-2760 and DH-2860g VVinyl" White PVC Double Hung Window -- L.M.T. APPROVAL DOCUMENT: Drawing No. 0840884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09 with revision "D" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-1103.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-1013.20 MIAMhDADE CODU Expiration Date: September 22, 2015 Approval Date: December O8, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No.10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance Nod! 10-1208.02'issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. NCTL 210 3637--1 issued by National Certified Testing Laboratories, Inc., dated 12/04/07, signed and sealed by Gerard J. Ferrara, P. E. 4. Laboratory compliance letter for Test Reports No. NCTL 210-3641-1, issued by National Certified Testing Laboratories, Inc., dated 05/28/08, signed and sealed by Gerard J. Ferrara, P. E. G. OTHER 1. Notice of Acceptance No. 09-1103.07, issued to PGT Industries for their Series "DH- 2760/2860" White PVC Double Hung Windows - L.M.I., approved on 09/22/10 and expiring on 09/22/15. Manuel rez, , Product Control Exa ine NOA No.11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 08-00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets I through 7 of 7, dated 10/27/09 with revision 1)", dated 10/12/11, 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 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 series DH-2760 and series DH-2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210 3637-1, dated 01/31/08, and addendum letter dated 04/66/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09-1103.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series DH-2760 and series DH-2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210-3641-1, dated 02/13/09, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09-1103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 10/28/09 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 Manuel ere , P. . Product Control Ex. in r NOA No. 11-1013.20 Expiration Date: September 22, 2015 Approval Date: December 08, 2011. E-1 53 1/4" MAX. FRAME WIDTH 44 1 /2" MAX. D.L.O. -- 6" MAX. 13 5/8" MI AX. O.C. 6" MAX. T III v 11" MAX. D.C. i 3" MAX. 3 MAX. 11" MAX C 6" MAX. WEEP SLOT .14" x 1.5" TYPICAL 6" SPRING LOADED LOCK (INSIDE) 6" MAX. TYP. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB 45 // ♦ 78" MAX. FRAME HEIGHT •2 7/8" 2 7/8"- -- 45 1 /2" MAX. D.L.O. —. DH2860 PVC ORIEL DOUBLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LARGEAND SMALL MISSILE IMPACT DH2860 WITH GLAZING TYPE BAND E TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 ELEVATION AND ANCHORING 3 BILL OF MATERIALS AND CROSS SECTIONS 4 - 6 INSTALLATION DETAILS 7 COMPONENTS AND GLAZING DETAILS SASH REINFORCEMENT REVISIONS REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. NOTES: D IF8C 201D CODE CHANGE 10/12/11 J.J. 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) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED GLASS TYPES. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND-BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7) FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" ITW TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 5/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO METAL FRAMING USE _#10 TEK SELF TAPPING SCREWS - WITH SUFFICIENT LENGTH -TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL FRAMING — 16GA (.060) MINIMUM THICKNESS 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 12) FRAME MATERIAL: EXTRUDED RIGID WHITE PVC .075" THICK. VERTICAL JAMBS UTILIZE ALUMINUM 6063—T5 REINFORCEMENT BARS/POCKET STIFFENERS. SASH MATERIAL: EXTRUDED RIGID WHITE PVC .10" THICK WITH REINFORCEMENT BARS. - 13) DH2760 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER. GLAZING TYPES A. C AND D. DH2860 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES B AND E. ALL OTHER COMPONENTS IN OH2760 AND DH2860 ARE E. `tt111iIIlrrrri PGT INDUSTRIES 1070 TECHNOLOGY DRIVE *; PRODUCTREVISRD NOKOMIS, FL 34275 No.687o5 as complying with Me Florida Buildiva Code AO�Qco1lo ID DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH28 60 PVC DOUBLE HUNG WINDOW IMPACT -�'. ko�I' x Date�15 EImtion ELEVATION, ANCHORING AND NOTES sTAT : (� ri Mimi edeFroduct DRAHN: DWO NO.G\�� ' �ONAL E,,` TJH 08-00884 D A / SCALE NTS DATE 10/27/09 SHEET 1 OF 7 FLa E.NXSR77 05E. 53 1/4" MAX. FRAME WIDTH 6" MAX. 10" MAX. O.C. 6" MAX. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB 6' MAX. x 78" MAX. MAX. O.C. —� 6" 6" 3" MAX. FIGH H T 0. SPRING 11" MAX. O.C. I LOCKED (INSIDE) I 31." MAX. D.L.O. 6" MAX. SASH REINFORCEMENT -41 WEEP SLOT 2 7/8" 2 7/8" .14" x 1.5" TYPICAL 45 1/2" MAX. D.L.O. DH2760 AND DH2860 PVC EQUAL DOUBLE HUNG WINDOW EXTERIOR VIEW REVISIONS REV DESCRIPTION DATE I APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. D FBC 2010 CODE CHANGE 10/12/11 J.J. DESIGN PRESSURE RATING IMPACT RATING + 65.0 PSF - 80.0 PSF LARGE AND SMALL MISSILEIMPACT DH2760 WITFI GLAZING TYPE A, C & D DH2860 WRH GLAZING TYPE B PGT INDUSTRIES:'' 1070 TECHNOLOGY DRIVE *: No.58705 PRODUCTREVISGD .s gamplyingwilhOWPladda BWIding Cudb NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT '• /y * j ' K. (- fill 4 ^mp181COI'10 10 DH2860 PVC DOUBLE HUNG WINDOW IMPACT � STATE�0 �;0�`�' E"D"`"I01D8`e 15 ELEVATION AND ANCHORING °LOR(OP,. •, G\? Miaml apmant0m DRAWN: DWO No. REV TJH 08-00884 D SCALE NT$ DATE 10/27 09 S71EET2 OF 7 A, Lynn Mlller, P.E. FL P.E 58708 PEI PARTS LIST REVISIONS 1 33 REV DESCRIPTION DATE APPROVED C ADDED HARDWARE TO SHEET 3 8/17/10 R.L. 13 D FBC 2010 CODE CHANGE 10/12/11 J.J. }� 1 29 16 19 17 5 7 10 26 7 10 30 36 1812 33 17 0 0 21 INTERIOR s tt 0 ❑ =❑ 0 23 7 10 D ❑ o D 26 �D p C3 28 ❑ 0 ❑� ��ll p ❑ 4 27 ❑D hull O �� 20 D o a ❑B a 22 ® 9 EXTERIOR n - MASONRY- 3 lyu-7 10 FLANGE �Q 36 29 15 19 21 24 23 26 5 17 I �D 26 HORIZONTAL CROSS SECTION 6 11 8 O CONSTRUCTION NOTES: EXTERIOR Q 19 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC 24 LINEALS. EACH VERTICAL UTILIZES (2) 6" LONG BALANCE POCKET STIFFENER, (4) PER WINDOW. ALL CORNERS ARE MITERED AND WELDE 14 BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE 2 ❑ 2) EXTRUDED RIGID WHITE PVC LINEALS AND UTILIZE A 16GA. HOT DIPPE INTERIOR 0 o GALVANIZED STEEL REINFORCING BAR MEASURING 1.04" x .80" x .06 THICK. ALL PVC CORNERS ARE MITERED AND WELDED. 17 ��a ITEM 34, FIN ADAPTER, IANON-STRUCTURAL ADD PART. WHE o IT IS NOT USED ITEM #18, BE RIGID FILLER .797", MUST BE INSTALLED I ❑ 3) FRAME POCKET. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY B MASONRY 12 18 SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-4. FLANGE 11I VERTICAL CROSS SECTION MIL A!��,,� PGT INDUSTRIES ��pa y`GENSE '' •, is ii PRODUCT REVISED 1070 TECHNOLOGY DRIVE ¢ :• 5$t05 na c°mplyil$witti @e Florida NOKOMIS, FL 34275 No• ? W Bmldn,gCoda DH2760 PVC DOUBLE HUNG WINDOW IMPACT * ' 11Lu Exp;�ti® NDx°e 15 DH2860 PVC DOUBLE HUNG WINDOW IMPACT ° r BILL OF MATERIALS AND CROSS SECTIONS ' .0 % StP� ADP,•' 1 By.,......... FLO�' Miami ada PraductC°n DRAWNi DWD ND. REV 'i, F TJH 08-00884 D '''FSSIIoTAp1 A. Lynn Millar, P.E. SCALE NTS DATE 10/27/09 SHEET OF 7 FL P.E. #58705 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8301 FRAME HEAD & JAMB LB PLASTICS INC. RIGID WHITE PVC 2 8302 FRAME SILL LB PLASTICS INC. RIGID WHITE PVC 3 8305 SASH HORIZONTAL LB PLASTICS INC. RIGID WHITE PVC 4 8307 OUTER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC 5 8306 SASH VERTICAL LB PLASTICS INC. RIGID WHITE PVC 6 8320 SASH 5/16" LIFT BEAD LB PLASTICS INC. RIGID WHITE PVC 7 8321 SASH 5/16" PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC 8 718610W BULB SEAL FRAME SILL ULTRA FAB 65A TPE 9 B308 INNER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC 10 8323 SASH 7/8" PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC 11 6324 SASH 7/8" LIFT BEAD LB PLASTICS INC. RIGID WHITE PVC 12 2NB-BK-038 RIGID FILLER 1.279" 85 DUROMETER FRANK LOWE NEOPRENE 13 8341 HEAD ADAPTER LB PLASTICS INC. RIGID WHITE PVC 14 8342 SILL ADAPTER LB PLASTICS INC. RIGID WHITE PVC 15 8340 OUTER BAASICE COVER LB PLASTICS INC. 16 8340 INNER BALANCE COVER LB PLASTICS INC. 17 ST10070 SASH REINFORCEMENT HYGRADE A653 GAW. STEEL 18 2NB- - 8K 018 RIGID FILLER .797' 85 DUROMETER FRANK LOWS NEOPRENE 19 023251NW WEATHERSTRIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 20 G23321NW WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 21 124 VB51F34F-3 SCREEN FRAME EASTERN METALS ALUMINUM 6063-T6 22 VB591FB5-3 SCREEN CROSS BAR EASTERN METALS ALUMINUM 6063-T6 23 18/16FGCCL SCREEN FIBERGLASS CLOTH PHIFER WIRE FIBERGLASS FP-59.160E SCREEN SPLINE PROTOTYPE PLASTICS 65A TPE 25 SIKAFLEX 552 GLAZING COMPOUND SIKA POLYURETHANE 26 IMPACT GLAZING SEE SHEET 7 27 SK01-3014-G2 SASH KEEPER INTERLOCK USA ZINC 28 5500-000-G2 SASH LOCK INTERLOCK USA ZINC 29 ULTRA LIFT BALANCER CALDWELL STEEL 30 NCRWDH-042 TILT LATCH IPS ZINC 31 WA2L WEEP COVER PREFERRED ENG. NYLON 32 FPSS03F PIVOT BAR CALDWELL STAINLESS STEEL 33 8343 FIN ADAPTER LB PLASTICS INC. RIGID WHITE PVC 34 SN8 IN INTERLOCK CLIP WIRCO STAINLESS STEEL 35 SNB OUT INTERLOCK CLIP WIRCO STAINLESS STEEL 36 61850BM BALANCE POCKET STIFFENER PGT ALUMINUM 6063-T5 ITEMS WHITE CODE, 34 AND 35 PVC EXTRUSIONS EXTRUDER NAME, ARE USED ONLY IN ORIEL UNITS. TO BE LABELED WITH AAMA CITY, STATE AND MDCA. EXTRUDER 2 5/8" MIN. EDGE DISTANCE d Q d• 1 1/4" a .•d d, MIN.�E-MB. v CONCREIEI / MASONRY BY OTHERS ❑� [� SHIM SPACE APPROVED SEALANT r� BY OTHERS 1X BUCK BY o cLJ RIGID FILLER OTHERS, 1X BUPK TO BE ROPERLY [7� 3/16" ITW TAPCON SECURED J I I EXTERIOR 111 INTERIOR HEAD & JAMB CONCRET&MASONRYFLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR 11-1 INTERIOR 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT - BY OTHERS REVISIONS REV DESCRIPTION C ADDED HARDWARE TO SHEET 3 D FBC 2D10 CODE CHANGE MIN, {EMB. METAL STUD 16GA MIN 1/4" MAX. j BY OTHERS SHIM SPACE APPROVED SEALANT E]=E:3 RIGID FILLER BY OTHERS #10 WOOD �� SCREW ��iV EXTERIOR III INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR INTERIOR DATE APPROVED ?/10 R.L. 12/11 J.J. 3-THREAD MIN. BEYOND SUBSTRATE 1/4" MAX. SHIM SPACE - RIGID FILLER -#10 TEK SCREW EXTERIOR Ill INTERIOR - HEAD &JAMB- - - - METAL FRAMING FLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR R1 INTERIOR 1X BUCK BY �I I u SCREW OD U W� OTHERS, 1X u RIGID FILLER a� o BUCK TO BE - PROPERLY 3/16" ITW TAPCON APPROVED SEALANT �� 1/4" MAX. SECURED o o BY OTHERS o I- SHIM SPACE RIGID FILLER APPROVE OTHERS PPROVED SEALANT BY HERS �� 1/4" MAX.MAX• ' J/8" BY OTHERS rSHIM SPACE MIN. EMB. 2X BUCK/WOOD FRAMING �— —7 BY OTHERS, 2X BUCK TO METAL FRAMING BE PROPERLY SECURED SILL 16GA MIN WOOD FRAMING OR 2X BUCK FLANGE BY OTHERS SILL 1 1 /4" p INSTALLATION METAL FRAMING FLANGE MIN. EMB. • a : a '�a ' a; CONCRETE/ PGT INDUSTRIES 4 4 MASONRY 1070 TECHNOLOGY DRIVE 2 5/8" MIN. BY OTHERS PRODUCT REVISED NOKOMIS, FL 34275 as wmplyiug with the Florida EDGE DISTANCE BuilddigOode OH2760 PVC DOUBLE HUNG WINDOW IMPACT Acceptancox'JI-10a.120 OH2860 PVC DOUBLE HUNG WINDOW IMPACT SILL Expirationw0 15 FLANGE INSTALLATION DETAILS CONCRETE/MASONRYFLANGE IAISTALLATION I3 Miam• Product DRAM: DWO 140. TJH 08-00884 SCALE NTS IAE 10/27/09 1 sNEEr4 OF 7 �- #10 TEK SCREW RIGID FILLER 1/4" MAX. SHIM SPACE I Ij 3-THREAD �IJI MIN. ,J BEYOND SUBSTRATE LA TIOAt�11 6$Zp5 * W. w: '-0 ' I ° � o' ' 2` 9SP £ i1PO'• FLOP��••�� '��' CS'SIOiSA�`�� A �i4hitl MIII : tP".E. 2 5/8" MIN. REVISIONS EDGE DISTANCE 2X BUCK/WOOD FRAMING REv OMCRIPIION DATE APPROVED Q G BY OTHERS, 2X BUCK TO C ADDED HARDWARE TO SHEET 3 8/l7/10 R.L. p BE PROPERLY SECURED 1 3/8" D F8C 2010 CODE CHANGE 10/12/11 J.J. 4 d , NT MIN. EMS. MIN. EMB. V 4 APPROVEDBY OTHERS METAL STUD 16GA MIN �— 1/4" MAX, BY OTHERS CONCRETE/ i❑�� SHIM SPACE MASONRY o 1/4" MAX RIGID FILLER APPROVED SEALANT v �� 3-THREAD BY OTHERS SHIM SPACE o o BY OTHERS MIN. APPROVEBD SEALANT '� o a #10 WOOD BEYOND o c RIGID FILLER �� SCREW SUBSTRATE 1/4" MAX. 1TTHERS, X BUCK BX p �� 3/16" ITW TAPCON SHIM SPACE BUCK TO BE ��0 O OD�a RIGID FILLER PROPERLYIJSECURED #10 TEK EXTERIOR INTERIOR SCREW HEAD & JAMB EXTERIORR EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCKBOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR HEAD & JAMB - HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION CONCRETE/MASONRY BOX FRAME INSTALLATION EXTERIOR INTERIOR HEAD SHOWN, JAMBS SIMILAR R: HEAD SHOWN, JAMBS SIMILAR O 0� E� EXTERIOR INTERIOR t EXTERIOR INTERIOR O o #10 WOOD SCREW 1X BUCK BY El #10 TEK RIGID FILLER a _ SCREW OTHERS, 1X LLII BUCK TO BE APPROVED SEALANT 1/4" MAX, RIGID FILLER PROPERLY o 0 3/16" ITW TAP ON BY OTHERS c F SHIM SPACE SECURED RIGID FILLER 1/4" MAX. --� APPROVED SEALANT o �� SHIM SPACE APPROVED SEALANT �� 1/4" MAX. 11 3/MB BY OTHERS BY OTHERS �� SHIM SPACE METAL FRAMING 3 16GA MIN -THREAD 2X BUCK/WOOD FRAMING L SILL BY OTHERS BEYOND BY OTHERS, 2X BUCK TO BE PROPERLY SECURED WOOD FRAMING OR 2X SUCK BOX FRAME SILL SUBSTRATE 1 1/4- l .4 INSTALLATION METAL FRAMING BOXFRAME INSTALLAT QIVI MIN. EMS. • IOUc d v ; 4' a CONCRETE/ PGT INDUSTRIES �.��gNSE *' MASONRY 1070 TECHNOLGY DRIVE BY OTHERS pRODUCTREVISED NOKOMIS, FL 34275 2 5/8" MIN. a comply, N INa FlOrldn EDGE DISTANCE EuildingCodo DH2760 PVC DOUBLE HUNG WINDOW IMPACT lL Acaptducc No - i5 DH2860 PVC DOUBLE HUNG WINDOW IMPACT - 4" " It 11 to SILL ExpimlionDetc BOX FRAME INSTALLATION DETAILS %0 s Pt6ow; ' �?\ CONCRETE/MASONRYBOX FRAME INSTALLATION Dy L� PLO1A0 l!C�� M ede product DRAWN: DWG N0. REV iFSSI ..... v♦ ___......... TJH 08-00884 A E SCALE NTS DATE 10/27/09 SNM75 OF 7 FL P.E 58587 2 5/8" MIN. REvlsloNs EDGE DISTANACE 2X BUCK/WOOD FRAMING REV DESCRD'fIDN DATE APPROVED BY OTHERS, 2X BUCK TO v BE PROPERLY SECURED C ADDED HARDWARE TO SHEET 3 6/17/10 R.L. 4 4-1 4. SHEATING 1 3/8" D FBC 2010 CODE CHANGE 10/12/11 J.J. 4, 1 1/4"" BY OTHERS MIN. EMB, MIN. EMB. FIN TO BE SET IN BED 0 1/4" MAX. CONCRETE/ OF APPROVED �� SHIM SPACE METAL STUD MASONRY SEALANT 160A MIN BY OTHERS o BY OTHERS �� 3-THREAD 1/4 MAX. o RIGID FILLER SHIM SPACE MIN. FIN TO BE � FIN TO BE � BEYOND SET IN BED I� SET IN BED SUBSTRATE a OF APPROVED � Uc o 1X BUCK BY p � #10 WOOD OF APPROVED � SEALANT a 5� OTHERS, 1 X ❑�❑ SCREW SEALANT o o� 0 o BUCK TO BE 1/4" MAX. PROPERLY❑0n❑ �j SECURED SHIM SPACE �I I RIGID FILLER O oD� �p RIGID FILLER lore 3/16" ITW TAPCON EXTERIOR INTERIOR O OCR #10 TEK HEAD & JAMB EXTERIOR INTERIOR SCREW EXTERIOR INTERIOR WOOD FRAMING OR2X BUCKFIN INSTALLATION JAMB HEAD & JAMB HEAD SHOWN, JAMBS SIMILAR HEAD METAL FRAMING & FIN INSTALLATION CONCRETE/MASONRYFIN INSTALLATION EXTERIOR INTERIOR HEAD SHOWN, JAMBS SIMILAR HEAD SHOWN JAMBS SIMILAR DO Q EXTERIOR INTERIOR EXTERIORq INTERIOR ❑0❑ #10 WOOD �J 3/16" ff1Y TAPCON a� o o SCREW LLII 10 TEK RIGID FILLER 1X BUCK BY SCREW LLJJ OTHERS, 1 X RIGID FILLER o c FIN TO BE 1/4" MAX. RIGID FILLER BUCK TO BE SET IN BED =� SHIM SPACE FIN TO BE a PROPERLY OF APPROVED ❑ 1/4" MAX. SET IN BED SECURED SEALANT FIN. TO BE o �� SHIM SPACE OF APPROVED 2X BUCK/WOOD FRAMING 1 3/8" SET IN BED SEALANT 1/4 BY OTHERS, 2X BUCK TO MIN. EMB. OF APPROVED p BE PROPERLY SECURED SEALANT SHEATING METAL FRAMING �3-MIND CONCRETE/ BY OTHERS SILL 16GA MIN SILL BEYOND BY OTHERS 1 1/4!' p MASONRY WOOD FRAMING OR 2G BUCKFIN INSTALLATION METAL FRAMING FIN INSTALLATION %0 t��$T m �E MIN. EMB. c '• © V ` BY OTHERS PGT INDUSTRIES �o�.•'�ENSE"' d 1070 TECHNOLOGY DRIVE ~ ' J weooucr11ev1ssp NOKOMIS, FL 34275 �: N" 5gT05 2 5/8" MIN. aaeenMYfnkvAthmoPtodaa; EDGE DISTANCE 8W1a1ugCode DH2760 PVC DOUBLE HUNG WINDOW IMPACT w Ac Imlio eNo DH2860 PVC DOUBLE HUNG WINDOW IMPACT Q l• 11 r- Lu FIN INSTALLATION DETAILS Imlion Ogle 15 SILL :'O.p ••. $zA'11iOP : � �: CONCRETFJMASONRYFININSTALLATION By O * •. FLOR%. �: Mime' aaeProduat TJHN' "wc NO. REV OB-00884 D �FS'SIONP�'�?� SCALE NTS "ATE 10/27/09 Ism-6 OF 7 AFL�PEI �#58705E• 7/16" -f-,3/16" HS .090" BUTACITE PVB BY DUPONT 3/16" HS EXTERIOR INTERIOR 5/8' GLASS O�r•-�t B E SIKAFLEX 552 552 �E ❑ GLASS TYPEA 7/8„ 1/8" HS 090" BUTACITE PVB BY DUPONT 1/8" HS 1/8" TEMP EXTERIOR INTERIOR 5/8' GLASS BI SIKAFLEX 552 GLASS TYPE C - 5/16" 1/8" HS 9" 7/B" 1/8" HS 090" SENTRY GLASPLUS BY DUPONT 1/8" HS 1/8" TEMP EXTERIOR INTERIOR 5/8' GLASS B E �G� SIKAFLEX 55z ��7� GLASS TYPE B 1.83" i 83" RE .224" .224" 1.276" < .33" l F-1- 1 O 2.2" O 2.196" -F- � 1.476" 1.13" �� 1.476"❑Q •83" ® OUTER SASH INTERLOCK 1 o INNER SASH INTERLOCK RIGID WHITE PVC.075"THICK RIGID WHITE PVC .075" THICK .224" O 2.2" 1.476" L __-L ❑moo 1.5" .224" T_ O 2.2" 1 1.476" L 21 O3 SASH HORIZONTAL OO SASH VERTICAL RIGID WHITE PVC.10" THICK .265" RIGID WHITEPVC.10"THICK �I ,985" 1.921 " -L 4.455" L Sul 1.19 a� o 5" co 2.56" 1.56" �3�3t3Ca HEAD ADAPTER .5" 0 0 RIGID WHITEPVC.08"THICK SENTRY GLASPLUS 4.455" BY DUPONT EXTERIOR 1/8" HS INTERIOR cn o 0 5/8 GLASSI I 0 �� F3a .06" �3 1.56" SIKAFLEX �21 2 552 5" GLASS.T.YPE E O FRAME HEAD & JAMB RIGID WHITE PVC.075"THICK 13 5/ 16" 1/8" HS 090" BUTACITE PVB BY DUPONT 1/B" HS EXTERIOR INTERIOR 5/8 GLASS OJT SIKAFLEX u 552 ❑ ❑ GLASS TYPE D 1.921' ^� 285" I T 5 14 . a SILL ADAPTER RIGID WHITE P110.08" THICK �1 7/B"PLAIN BEAD ID WHITE PVC ,08°THICK 1.052' .265" ' .985" O� 11 7/811LIFT BEAD (8324) RIGID WHITE PVC ,OB"THICK PRODUCT REVISED as campfyin%tvit6 the Flo[ida Building Coda Acccptaaca No E%pi[ation Date I MI5 BY j1�11C18dd Miam%Dade Product 1 J--1.7_8TB" I O FRAME SILL t RIGID WHITE PVC .075" THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT COMPONENTS AND GLAZING DETAILS DRAWN: I DWG NO. 08-00884 " RENSIDNS DESCRIPTIDN DATE APPROVED ADDED HARDWARE TO SHEET 3 8/17/10 R.L. FBC 2010 CODE CHANGE 10/12/11 J.J. -{ 1.04" I- © 8„ T_�� 1.378"�- 17 SASH REINFORCEMENT .797" 1 a RIGID FILLER 85 DUROMETER NEOPRENE ,15"THICK 1.279" O 12 RIGID FILLER 85 DUROMETER NEOPR\ AEI, Ali iTHICK * : No.58705 :'Q •' STATE OF " A: f:4hht MIRif� P.E. SCANNED ev Mli�►MI-DAM St�U�� 66 l`� MIAMI-DADE COUNTY ® - Stu U d" PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) ,l liami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamid ail e.aovlperal PGT Industries 1070 Technology Drive, Nolcomis, 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 PERA -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. PERA 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 tire, 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'1570/2770" Vinyl Sliding Glass Door (Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SGD570-01 Rev B, titled "Vinyl SGD", sheets 1 through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, signed and sealed by Anthony L. Miller, RE., 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 Limitations: 1. See table 2 (sheet 8), table 3 (sheet 9) and table 4 (sheet 9) of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements types, glass types, sill riser (detail sheet 6) and anchors requirements. See sheet (8) for various panels; configurations and limitations. 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Painted or Iaminated) white Rigid PVC to be labeled per referenced NOA9s) requirements, 3. Egress operable doors must comply with min clear width or height per FBC, as applicable. 4. Pocket walls under separate approval, to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and sliall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA # 11-1018.19 and consists of this page 1 and evidence pages E-1 R E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 13-1125.05 MIAMI-DADE COUNTYM Expiration Date: April 14, 2016 M Approval Date: February 13, 2014 vkI�� Page 1 us\E PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # 11-1018.19 /#11-0107.04). 2, Drawing No. MD-8GD570-01 Rev B, titled "Vinyl SGD", slieets I through 13 of 13, prepared by manufacturer, dated 10/11/11 and last revised on 02/04/14, signed and sealed by Lynn Miller, P.E. Note: This revision consists of series changes, addition of Tan & Brown coated PVC and non - sill riser water rating use and limitations. B. TESTS (Submitted under files # 11-1018.191911-0107.04) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforin Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638 (samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo, P. E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. (reviewing Engineer). 2 Additional test report No. FTL 6637 (samples A-1 tliiu A-5) per TAS 202-94, issued by Fenestration Testing Lab, Inc., slated 12/06/10, signed and sealed by Jorge A. Causo, P. E. C. CALCULATIONS (Submitted under files # 11-1018.19 /#11-0107.04) 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by PGT, dated 02/16/11 and last revised on 3-11-11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0420.06 issued to Vision Extrusion Ltd for their "White Rigid PVC", expiring on 09/30/14. 2. Notice of Acceptance No.11-0902.10 issued to Vision Extrusion Ltd for their "VE 1000 Tan (Non -White) Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No.12-1017.01 issued to Vision Extrusion Ltd for their `Brown Coated (Painted or Laminated) White Rigid PVC", expiring on. 09/30/14 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09, per ASTME-84, ASTMD 1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. G yy Islraq I. Chanda, P.E. Product Control Examiner NOA No 13.1125.05 Expiration Date: April 14, 2016 Approval Date: February 13, 2014 F-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue); 5. Notice of Acceptance No.11-0t24.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ©", expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer", expiring on 12-11-2016. F. STATEMENTS i 1. Statement letters dated NOV 14, 2013 of compliance to FBC 2010 and "No financial interest", prepared by POT, signed & sealed by Lynn Miller, P.E 2. Statement letters dated OCT 11,12011 of compliance to FBC 2007 & FBC 2010 and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. (Submitted under file #11-0107.04) 3. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises #E11-1018.19 (## 11-0107.04), expiring April 14, 2016. 2. PGT e-mail dated 02/04/2014 and 11/23/11 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal # 10-0767, dated 09/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10, prepared by PGT, Anthony L. Miller, P.E. shay I. Chanda, P.E. Product Control Examiner NOA No 13-1125.05 Expiration Date: April 14, 2016 Approval Date; February 13, 2014 E-2 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 2) GLAZING TYPE OPTIONS: (FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN -ANNEALED, SG=.090 DUPONT SENTRYGLAS (FORMERLY KNOWN AS SENTRYGLASO PLUS), PVB=.090" DUPONT BUTACITE PVB: GLASS TYPE A. 3/16" HS GLASS + .090" SG INTERLAYER + 3/16" HS GLASS + 7/16" AIR SPACE + 3/16" T CAP GLASS TYPE B: 3116" HS GLASS +.090" PVB INTERLAYER + 3/16" AN GLASS + 7/16" AIR SPACE + 3116" T CAP 3116-HS GLASS - GLASS TYPE C: 3116" HS GLASS + .090" PVB INTERLAYER+ 3/16"AN GLASS + 9/16" AIRSPACE WITH HEAT -MIRROR FILM + 3116" T CAP 311V HS GLASS -- APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY THE FOLLOWING MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS: DUPONT.09V4rxT. 1/4" ELCO ULTRACON OR 1/4" ELCO CRETEFLEX. SEE TABLE 1, SHEET6 FOR DETAILS. SENTRYGLASS 7/16' 4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, SHEET 6. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X NOM INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 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 71" i Q INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. GLASS i T. BI IL 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT) 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, 30t/ FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION, COMPLYING WITH FBC. 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1, SHEET 6. PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 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 FOR CORROSION RESISTANCE. 9) SHUTTERS ARE NOT REQUIRED. 10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. MAXIMUM OF (8) EIGHT PANEL CONFIGURATION FOR FRAME HEIGHTS UP TO 96" OR (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96" AND UP TO 120'. 11) REFERENCES: TEST REPORTS FTL-6337 & 6338; EXOVA-ID-002-792(A) & 10-006-10231; CAMBRIDGE 535753-09; ELCO ULTRACON PER CURRENT NOA; ELCO CRETEFLEX PER CURRENT NOA; VISION EXTRUSION, LTD: WHITE RIGID PVC PER CURRENT NOA, VE 10D0 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC PER CURRENT NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC PER CURRENT NOA; ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL 12) THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS, (SG) INTERLAYER. UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY KNOWN AS THE 2870 SERIES. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 8 & 9 LARGE & SMALL MISSILE IMPACT - 1-1/16' NOM. 1-1116' NOM. 7/16'AIRSPACE 7116'AIRSPACE NOTE: 3116' AN GLASS BACKBEDDING 3/16' HS GLASS SURFACES SHALLNOTBE PAINTED OR LAMINATED. INT> DUPONT AEXT. INT.). .090'PVB — 9I18'T GLASS �— 3/16'T GLASS 7/16' PAINTED/ LAMINATED SURFACE NOM (DASHED LINES) f PAINTED! GLASS TYPE "A" LAMINATED SG LAMINATE, SURFACE INSULATED GLASS (DASHED LINES) 3116' AN GLASS 3116' HS GLASS - DUPONr.090' PVB =��oir • �1:� 1,1 \ � d � C � j GLASSTYPE"B" PVB LAMINATE, INSULATED GLASS 9-3H8' NOM. 9116' AIRSPACE --HEAT-MIRROR FILM INT.1► — 3116' T GLASS 7/16' 7 PAINTED/LAMINATED NOM �� URFACE(DASHED 7/6' O ' 80 LINES) GLASS j BITE t I 3 I 71 2 ' 3 GLASS TYPE"C" PVB LAMINATE, INSULATED WITH HEAT -MIRROR FILM GLASS GENERAL NOTES .......... 1 GLAZING DETAILS.........1 ELEVATIONS .................. 2-4 HORIZ. SECTIONS ......... 5 VERT. SECTIONS...........6 ACCESSORIES ...............7 DESIGN PRESSURES .... 8-9 EXTRUSIONS .................10 PARTS LIST....................11 TYPES ................13 rHesucr kFV "0 0 e.ppying with thr Florida a.mincodc l3-(/ZSDi L,yhstR. Benda. rlmw4cww INSTRUCTIONS: KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE "' ��Y ..YNN.kl/ �i %1) RevlsWitr. J.J. Darn; 10/11/11 Revfs FBC 2010 CODE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES. FOR GLASS TYPES B ��T.. �GENSE . Fh' RevtseC61" Gate RerfsNn: OR C, USE TABLE 4, SHEET 9. FOR GLASS TYPE A, USE TABLE 3, SHEET 9 IF THE REQUIRED DESIGN \� Q :• % PRESSURE IS ABOVE 80 PSF, OTHERWISE USE TABLE 2, SHEET 8. ; x : ND, 58705 J.R. 11/05/13 RENAMED 2870 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL = __ ® °&S"p6" PANEL WIDTH. WHEN FINDING YOUR SIZE IN THE TABLE, ALWAYS ROUND UP TO THE NEXT LISTED SIZE. % 0 '�2 '� GENERAL NOTES & GLASS TYPES J ROSOWSKI 3) CHOSE WHICH ANCHOR OPTION (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE 1, SHEET 8, 1070TECHNOLOGYDRNE ml �Ln. ALONG WITH THE APPROPRIATE SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. ��p' . STATE '. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 2-4, SHEETS 8 & 9), VERIFY THAT THE REQUIRED DESIGN FLORLo?• �y;�� /��SS/\i N. VENICE, FL 34275 P.O. VINYL SGD INSTALLATION GUIDELINES 11/18/10 PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. �? �� goF1&2974 se /eaMOQ�0 570/2770 3h00Q NTS 1 OF 13 D°"r dl D' MD-SGD570-01 �" B 5) INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. /71/ 11 A LYIGfLrrhrLL1)t' P'E 6) ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. REN 68705 CERT OFA7l77! 029298 2-TRACK CONFIGURATIONS 8H MAX, MAX... DETAIL E ANCHOR ANCHOR LOCATIONS FOR DETAILA LOCATIONS FOR NEXT. BYPASS POCKET CONDITIONS. 4�' CONDITIONS. 21.6' ANCHORS INTO MAX 12-MAX. O.C. P-HOOK. O.C. ®1 ANCHOR L CENTER OF ® 1 ANCHOR L CENTER LE DETAIL BI EACH PANEL.SEE TABLES DETAIL G7 EACH PANEL. SEE TABLES EXT.� ON SHEETS 8&9.` ONSHEETS8&9. 3.21W MIN. O.C. 2 ANCHORS @ CENTER OF 2 ANCHORS @ CENTER OF DETAIL B2 EACH PANEL SEE TABLES ON DETAIL G2 EACH PANEL. SEE TABLES SHEETS 8 & S. ON SHEETS 8 & 9. EXiT EXi.� 4' MIN.O.C. 4' MIN.O.C. APPROX. 6'. ( NONSTRUCTURAL 1— (HEAD & SILL) 3219' MIN. O.C. — CLUSTER OF CLUSTEROF3 ANCHORS @ STILE ANCHORS @ STILE DETAIL C INTERSECTIONS. pEfAIL H1 INTERSECTIONS.SEE EXT� SEE TABLES ON TABLES ON SHEETS 8 & 9. SHEETS 8 & 9. EXT.T '•; • •. - - 4' MIN. O.C. 4' MIN. O.C. DETAIL C2 CLUSTER OF 5 CLUSTER OF S ANCHORS ANCHORS @STILE @ STILE INTERSECTIONS. 2.375'TYP. INTERSECTIONS. DETAIL H2 SEE TABLES ON SHEETS SEE TABLES ON 8 & S. EXT.v .: SHEETS8&9. EXT-T .- 3.219'MIN.O.C. — 4'MIN. O.C. W MAX. 6' MAX. O E (TND OF 41. (TO END OF ATTACHED JAMB ATTACHEDJAMB ANCHOR@ ANCHOR@ ILL ENDS. EXT.T HEAD ENDS. EM•� NOTE SEE TABLE 1, SHEETB FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. WEEPHOLE PATTERN @ 2,V O.C. WEEPHOLE PATTERN @ SILL ENDS DAYLIGHT OPENING (OLD) FORMULAS WIDTH: PANEL WIDTH-8-9116' HEIGHT: PANEL HEIGHT - 8-9116' PANEL HEIGHT - FRAME HEIGHT - 2.5' _ PANEL WIDTH �{ I• I+— DLO --� DAYLIGHT - -- --- - - OPENING' / DETAIL DAYLIGHT SHEET 6 OPENING • HEIGHT DETAIL E HIS SHEET • %' OR'O' X' PANELTYPE PANELTYPE POCKET DETAIL 1 ETAIL 2 BY SHEET 6 sHEEr OTHERS PANEL SEPARATE (UNDER DETA0. 3 F HEIGHT DLO sHEEr APPROVAL) / I tEL( INTERLOCK CeOANOEL ('MAX. (@ HEAD &SILL) W MAX. (HEAD&SILL) (HEAD(.. - (HEAD 8 SILL) DETAR G2 DETAIL G1 DETAIL H1 _ — HIS SHEE DETAIL F THISSHE ISSHEE IS SHE E PRODUCT kF' V ISED DETAIL H2 Y e*,.plylq with the FIOrldL THIS SHE E C5+2 ANCHOR Bowim Code ./ 03+I ANCHOR CONFIGURATION SHOWN; Am"" NO - f2 •0} CONFIGURATION SHOWN; ___---- (SEE APPLICABLE DP LlpInBoo Fate " (SEE APPLICABLE DP TABLES 2, 3OR 4) TABLES 2, 3 OR 4) NOTES: BAdi Cernefi 1) FOR CONFIGURATIONS. SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. SEE TABLE 1 SHEET 6. 3) DAYLIGHT OPENING (DLO) FORMULAS: WIDTH: PANEL WIDTH - 8.9MV HEIGHT: PANEL HEIGHT -8-WIV �� RovkW By. Date. Rovitim: �. .....s'4�� J.J. 10/11/11 FBC 2010 CODE ` P, F ••.� Re*.d8r. Data ReNsbn: NO.58705 * : J.R. 11/05/13 CORRECT DLO ® I7esalp8on °�"� Br. ANCHOR LOCATIONS (2 TRACKS) J ROSOWSKI %��•.• SAE F� !(7�: 1070TECHNOLOGYDRIVE Tros: oatO: :;c<ORIDP.••' A VENICE F134275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 ONAL E�``G`� NIA P.O. Ft. gMZ 4 sale�Al der smo: sneer aswgNo Rar. A.7L�NHM0.6E(t�P.E CERT. OFA(JrH. i➢29298 570/2770 NTS 2 OF 13 MD -SGD570-01 B P.E.iL 58705 3-TRACK CONFIGURATIONS 6' MAX. DETAILA ANCHOR LOCATIONS FOR POCKET ` CONDITIONS. ' ANCHORS INTO 12•MAX.O.C. ,, P-HOOK. 1 ANCHOR @ CENTER OF EACH DETAIL BI PANEL. SEE TABLES EXT.V ON SHEETS 8&9. 2 ANCHORS @ DETAIL 62 4.75' CENTER OF EACH O.C. PANEL.SEETABLES EXTv ONSHEETSS&9. 3.219' MIN.O.C. "- CLUSTER OF 3 ANCHORS @ STILE DETAIL C1 INTERSECTIONS. EXTv SEETABLESON SHEETS 8 & 9. 4' MIN.O.C. 4' MIN. D.C. ' CLUSTER OF ANCHORS @ 4.75' STILE O.C. INTERSECTIONS. SEE TABLES ON EXT� :: ,.;.'.,: SHEETS8&9. DETAIL CZ 3.219• MIN. O.C. 6' MAX. (TO END OF ATTACHEDJAMS DETAIL D 1 ANCHOR @ EXT ` HEAD ENDS. NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE 1 SHEET 8. 3) DAYLIGHT OPENING(DLO) FORMULAS: WIDTH: PANEL WIDTH - 8-9/1V HEIGHT: PANEL HEIGHT-8-9116• 4) PANEL HEIGHT= FRAME HEIGHT -2H APPROX. 8, NONSTRUCTURAL --.{ (HEAD&SILL) I I MAX. b£TNLE ANCHOR /EXT. LOCATIONS FOR L '�_ BYPASS CONDITIONS. 21.6' MAX. O.C. 1 ANCHOR@ DETAIL G1 CENTER OF EACH 0 PANEL. SEE TABLES EXT.y' ON SHEETS 8&9. 4'MIN. D.C. ANCHORS@ CENTER OF ACH PANEL. SEE TABLES EXT.YN SHEETS 8 & 9. 4' MIN. O.C. / L CLUSTER OF 3 DETAR H ANCHORS @ STILE INTERSECTIONS. SEE EXT.r TABLES ON SHEETS 8 & 9. 3.219' MIN.O.C. 4' MIN. O.C. DETM 2 CLUSTER OF 5 ANCHORS @STILE INTERSECTIONS. 2.375'TYP. SEE TABLES ON SHEETS 8&9. .. EXT.� .' 3.219• MIN. O.C. W MAX. — (TO END OF ATTACHE. JAMB DETA0. F - 1 ANCHOR @ SILL ENDS. EXT.V j I 0AYLiGH7 L_ J L__..._ ____J OPENING WIDTH / DETAIL SHEET 5 W OR'O' X' 'X' OR'O' PANEL TYPE PANELTYPE PANELTYPE POCKET DETAIL 1 BY SHEET BI OTHERS ETAIL 2 ETA L Z (UNDER SHEET 5 SHEET 5 r SEPARATE APPROVAL) ASTRAGAL INTERLOCK // SHOWN SHOWN /% / DETAIL 5 DAYLIGHT ppEH HEIGHT PANEL- . - __ ____ _ _ _ -__ .._ ____ . _ PAGEL. _ _ _— ___________8` MAX., (HEAD &SILL) 05.1 ANCHOR CONFIGURATION C3t2 ANCHOR ANCHOR CONFIOUJRATIO) SHOWN; (SEE APPLICABLE DP SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) TABLES 2, 3 OR 4) WE POLE PATTERN @ 24- O.C. - N M�Ze � � .• �10ENSF '' :�'1' No. 56705 — = 4 . � VEIRF' : _�� —;O 1070 T P NOh A M)LL�R`P.E. P.E.It58705 CERT. I (@ HEAD l &SILL) 6' MAX., (HEAD & SILL) . "yU�ial�wfUL1- rwri4 6+�irt.Nr«° Pea Br rmiw! c*&fta'1 VV..—L. — I — Lay — -- ECHNOLOGYDRWE vENrcE R.Ii dBY. J.J. Dale: 10/11/11 Revlw; FBC 2010 CODE RevkedBr. J.R. D.W 11/05/13 Re*W., DETAIL E ANCHOR LOCATIONS (3 TRACKS) FL 34 .....276 TNfe: VINYL SGD INSTALLATION GUIDELINES J ROSOWSKI 11/18/10 opatm1m929s 570/2770 NTS 1 3 OF 13 1 MD-SGD570-01 1 B 4-TRACK CONFIGURATIONS APPROX. B', NONSTRUCTURAL {•.— (HEAD & SILL) 6- I W MAX. MAX DETAIL E ANCHOR DETAIL A ANCHOR LOCATIONS FOR LOCATIONS FOR NEXT. _ BYPASS NEXT. POCKET CONDITIONS. CONDITIONS. 21.6' ANCHORS INTO MAX. 12' MAX.O.C. P-HOOK. O.C. DETAIL G1 1 ANCHOR Q 1 ANCHOR @ CENTER OF EXLV CENTER OF EACH DETAIL B1 EACH PANEL. SEE PANEL. SEE TABLES EXT.T TABLES ON SHEETS 8 & 9. ON SHEETS 8 & 9. 2 ANCHORS @ CENTER OF 4'MIN. O.C. &4.751. SEE TABLES DETAL G2 EACH PANEL. SEE TABLES ON SHEETS EXih'ON SHEETS 8&9. EXT.Y•8&9. 3219' MIN.O.C. 3.219' MIN. O.C. CLUSTER OF 3 DETNL V4'MIN.O.C. ANCHORS @STILE CLUSTER OF 3 EXINTERSECTIONS. ANCHORS@STILE SEETABLESON INTERSECTIONS. SEE SHEETS 8&9. DETAIL HI TABLES ON SHEETS 8&9. EXT.'I 3.219'MIN. O.C. 4' MIN, O.C. 4' MIN. O.C. CLUSTER OF 5 DETAL H2 ANCHORS @STILE CLUSTER OF 5 4.75 INTERSECTIONS. ANCHORS @ STILE p,p, SEE TABLES ON 2.375' TYP. INTERSECTIONS. SHEETS 8 & 9. SEE TABLES ON SHEETS 8 8 9. DETAIL C2ll!t--- EXT.EXT�3.219'MIN.O.C. 3.2W'MIN.O.C. W MAX. 6' MAX. To END OF END OF ATTACHED JAMB ATTACHEOJAMB DEiaL F EXT.V IANCHOR@ DETAIL D 1 ANCHOR@ SILL ENDS. HEAD ENDS. NOTES: 1) FOR CONFIGURATIONS, SEE SHEET 12. 2) FOR ANCHOR EDGE DISTANCE AND EMBEDMENT, SEE TABLE I SHEET 6. 3) DAYLIGHT OPENING (OLO) FORMULAS: WIDTH: PANEL WIDTH -"116' HEIGHT: PANEL HEIGHT- 8.9119' 4) PANEL HEIGHT= FRAME HEIGHT -2.V j I _ DAYLIGHT --� OPENING WIDTH I � � DETAIL 4 SHEET X OR V PANELTYPE PANEL TYPE PANEL TYPE POCKET DETAIL 1 ETaL 2 SHEETS SHEET S OTHERS (UNDER SEPARATE APPROVAL) INTERLOCK ASTRAGAL SHOWN SHOWN / � �L—�I✓�\/ DEraL 5 6- MAX., - (HEAD & SILL) 05.1 ANCHOR CONFIGURATIOP SHOWN; (SEE APPLICABLE OP TABLES 2, 3 OR 4) / DETAIL E THISSHEE 'X' OR'O' PANEL TYPE EraL 2 SHEET oETAIL 3 SHEET INTERLOCK SHOWN DAYLIGHT OPENING HEIGHT I �OF - PANEL S1 ((� HEAD &SILL) L' MAX., H1 DETAL G2 (HEAD &SILL) SHOWN; (SEE APPLICABLE DP TABLES 2, 3 OR 4) svmw w..p wIa *e wrI& ,a=.2 Il2«9' �t17/111� Qth( N/ { IM# Wt ,t F'AI I tKN (d L4" U.V. WttYKVLt k'AI I CKN ((all RILL CNUa `�,/' RevkedBy Dam: Re✓sfon 10/11 /11 FBC 2010 `� � •. ��pENSF '•.'P = No.58705 Z a` STA E F 10 1070 TECHNOLOGYDRNE B 1 &29 NAI``��G\? A t4)M MILLER P.E. NOHO. 4 P.EJ! 58705 CERT. OFAUTH. /129296 J.R. 1 11/05/13 1 DETAIL E I ANCHOR LOCATIONS (4 TRACKS) I J ROSOWSKI I Nle: VINYL SGD INSTALLATION GUIDELINES 11/18/10 S�MOROF. SLgie; SSeet DlaWbyJ NO. Rer. 570/2770 NTS 4 OF 13 MD-SGD570-01 B 1/4' DETAIL 1 DETAIL 2A INTO MASONRY ASTRAGAL CONICRETElCMU TYP•ANCHORTYPE, EMBEDMENT -AND EDGE PERANCHOR DISTANCE PER SUBSTRATE, SEE TABLE I, SHEET REQUIREMENT EDGE 36 A DISTANCE �I 1 e: a.•. :Q •. :h NONSTRUCTURAL 3 1 IIP�ANCHOR 40 EMBED:',! ; \ \ I I 20 OPTIONAL POCKET P-HOOK FOR LOCKSTILES, ASTRAGALS, FIXED STILES AND HORIZONTAL RAILS =1�i) SEENOTES FGR 386 BELOW Dqt INTERLOCKS ONLY 29 DIS 2X WOOD BUCKSTRIP ORFRAMING,SEE NOTE 4, SHEET 1 _ EDGE DISTANCE EMBED- MENT OF-HOOK 45 REINF. PLATE (12' LONG, @ PANEL MIDSPAN 4) P-HOOK REINF. PLATE SMS, #10 X 1414' (5) @ 2.518. O.C. IGALADD-0N REINF. #10X2-inrSMS 35 REINFORCEMENT SCREW; 6 PERASTRAGAL, EQUALLYSPACED AND 7' FROM ENDS (FACTORY INSTALLED). , IU --U6 EXTERIOR 5 7 ASTRAGAL LOCKSTILE PANEL WIDTH PANEL WIDTH DETAIL 2B DETAIL 3 IX OR 2X WOOD INTERLOCK INTO MASONRY BUCKSTRIP, SEE REQUIRED IF DOOR 1XBUCKSTRIP NOTE 4, SHEETI 24 HEIGHT IS OVER S6' CONCRETEICMU I 659 0 PERANCHOR 5 REQUIREMENT e q p EMBEDMENT DOOR FRAME WIDTH -- -DOOR FRAME WIDTH 114- MAX. —y -__ EDGE DISTANCE SJ� F I� #BX314'SMSREINFORGEMENT tititiJJJ SCREW; 3 PER RAIL, LOCATED eq AT CENTERLINE AND W FROM Tl_I ENDS (FACTORY INSTALLED) 2-318, ROW TYP.ANCHORTYPE, SPACING SPACING EMBEDMENT AND EDGE IANCEPERSUBSTRATE, SEE TABLE 1, SHEET 6 EDGE I DISTANCE EMBEOM TYP. ANCHOR TYPE, EMBEDMENT 2X WOOD BUCKSTRIP AND EDGE DISTANCE PER SUBSTRATE, OR FRAMING, SEE SEE TABLE 1, SHEET 6 NOTE 4, SHEET 1 FIXED PANEL CLIP AND ANCHORS, SEE ElDETAIL SHEET 7 FIXED STILE PANEL WIDTH DETAIL 3 INTO WOOD INTERLOCK I STANDARD EXTERIOR DETAIL 2Bl V INTERLOCK / ANCHOR IW' MAX. NOTES 1 I 1 1 ! ICONFIGIUR LS APPLYO ST02,3AN04TRACK `\oN.l LYNN Q111��i,� I OOPTIONAL 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION SPACING. �N.•''NCENSF F� 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 7� ! N0.58705 _ 4) CONTINUOUS ANCHOR PLATE, ITEM#8, IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. o 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR EXTERIOR ASTRAGALADD-ON. POCKET 6) ALL REINFORCEMENTS ARE APPROXIMATELY THE • tlE01 •��/� P-HOOK n FULL LENGTH OF THE EXTRUSION. REFER TO TEST •'• F(OR1DP,•-: �j\'�� C\/7 REPORTS FOR EXACT DIMENSIONS. ONAL` DETAIL 1 Ai. 44MLL�R P.E. INTO WOOD P.E,#58705 TYP. ANCHOR TYPE, EMBEDMENT 0 6 . • AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE i, SHEET 6 7 � In • 988flfl: ' :� EDGE � DISTANCE 103 105 16 e.•'-��v 100 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER 66 SUBSTRATE, SEE TABLE I, SHEET EDGE P • DISTANCE � .� �ItNlitAAlt.� 2318' ROW 8 SPACING IdAIIIAAIIII�IWk � tRLB>aUCT fr>aWN�W hB o� •• EMBED- E, MEN7 CONCRETEICMU Lwtw- PERANCHOR 44 yu REQUIREMENT C�r•1 26 —«i v4• MAX. DETAIL 3 INTO MASONRY J.J. 10/11/11 FBC 2010 CODE ReNsedBy. Dete: Romm: J.R. 11/05/13 N/A THIS SHEE perm By. g HORIZONTAL INSTALLATION DETAILS J ROSOWSKI f2 VENICE, FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BOX im NOXOMIB, FL 34274 38 N; Stay; 6heot Draxingm' Rer. CERT. OFAUTN.#292AI 570/2770 NTS 5 OF 13 MD-SGD570-01 B DETAIL 4 1N1'O MASONRY 1X BUCKSTRIP MIN. 2.7 KSI CONCRETE HEADPERANCHOR REQUIREMENT, SEE TABLE 1, SHEET 6 EMBED- .:.�•-• TYP. ANCHOR TYPE, EMBEDMENT ANC Q EDGE DISTANCE PER SUBSTRATE, SEE TABLE,. SHEET 6 2a18' ROW I EWE SPACING IF DISTANCE. �J I�L,14• MAX. 4AN t 1X OR 2X WOOD BUCKSTRIP, SEE UO NOTE 4, t3o SHEET EXTERIOR a FRAME < HEIGHT, a PANEL SEE < HEIGHT TABLES o = 2,3&4 FRAME a HEIGHT - I 2-U2• FOR LOCKSTILES, ASTRAGALS, FIXEDSTILES AND HORIZONTALAILS RAILS / SEE NOTE 3&6 n n BELOW A GROUTAS 114' r .... ;•-.. ; .... °•'::..:. ... NEEDED. MAX. ••EMBEDMEN!".° •' +... :•... 5.. SEE •. ... :.''. NOTE S. 1 d �: MIN. 2.7 K51 SHEE71 ` _ EDGE CONCRETE@ SILLPERANCHOR DISTANCE REQUIREMENT, TYP. ANCHOR TYPE, EMBEDMENT SEE TABLE I, AND EDGE DISTANCE PER SHEETS SUBSTRATE, SEE TABLE I. SHEET 6 DETAIL 5 INTO MASONRY DETAIL 4 INTO WOOD TYP. ANCHOR TYPE, EMSEDMENTAND \_�` DGE DISTANCE PER SUBSTRATE, EE TABLE 1, SHEET 6 EDGE23f8'DISTANCE- ROW SPACING EMBED- MENT MAX. p8X3/4'SMS REINFORCEMENT SCREW; 7 PERSTILE, LOCATED AT CENTERLINE AND 6% 9' & 12' FROM ENDS (FACTORY INSTALLED). SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN u PRESSURE, SEE TABLE 18 aSHEETS 8&9. 0 18 00 17 4518- 8 RISER 44118 RISER 3.1/2• Q � RISEF I I I 2X WOOD BUCKSTRIP OR FRAmiNG, SEE NOTE 4, SHEET 1 DETAIL 5 INTO WOOD 114' / EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1. SHEETS DETAIL 4 INTO MASONRY TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 6 2.318• EDGE ROW DISTANCE EI ACING � I� �,va• Ilr� r—l� MAX. TABLE 1, ANCHOR TYPES: DETAIL 4 7YP. ANCHOR TYPE, EMBEDMENT AND INTO ALUMINUM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 �t EDGE I DISTANCE 118' MIN. 60B3-T5 ALUMINUM SUBSTRATE f� e METAL SUBSTRATES TO BE PROPERLY DESIGNED TO TRANSFER LOAD IMPOSED ON THEM TYP. ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 8 1S GASTEEL STUD OR A38 STRUCTURAL STEEL Type Substrate Anchor Minimum Embedment Min. Edge I Distance - - P.T. Southern Pine (SG = .55) - N12 Sheet Metal Screw(G5) 13/8' 'IV, 1141 Eloo UILmOon 1-112' "4' 1141 Elm Crate -Flex SS4- - 1d12` 13/4' A Aluminum, 8083-T5 min. 012 Sheet Metal screw (G5) 0.126" 10 Steel Stud, Or. 33 min. Al2 Sheet Metal Screw (G5) 189a (0.0451') 1w A38 Steel 012 Shoal Metal Screw (G5) 189a (0.0451•) lw B P.T. Soulhem Pine (60, = .65) 912 Wood Screw (05) ta/e" 3/4' Concrete (min. 2.7 ksi) 1/4' Elco UTIraCon 1-3187 1• Concrete (min. 3.35 ksi) 114• Etco Crete -Flex 884 I-W4" 1' C Ungromed CMU, Jambs Only (ASTM C-90) 1!4' Elm UliraCon 1-114° 1' 1/4' Elea Crete -Flex 664 1-114" 1.3/4` Concrete (min. 2.7 kal) 114' Elco UIImCon 1316' 2-1/2 • D Concrete (min. 3.35 ksi) 1/4' Mao Crete -Flex SS4 ,alb• 2.1/2` UnBrouled CMU, Jambs Only (ASTM C-90) 1/4' Elm NlreCon 1-1/4' 2-1I2` 1/4• Elm Crele-Flex 664 1.114` 2-1/2' NOTES 1) DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2.4 FOR ANCHOR LOCATION & SPACING- S) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, REM 08. IS REQUIRED ATALL FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION. REFERTO TEST REPORTS FOR EXACT DIMENSIONS. LYNN /yjt7��i7i \� �� ••'4TOENSf ' �Fip t4o. 56705 * '- • STAT O A. LIINRIMILLE)i, P.E. P.E.O 68706 �1 EDGE I DISTANCE SUBSTRATE IF 8 O DETAIL 4 INTO STEEL METAL SUBSTRATE DETAILS SHOWN FOR HEAD (SIMILAR DETAILS APPLY TO FRAME JAMB AND SILL, EXCEPT POCKET JAMB) J.J. 1 10/11/11 117130 2010 CODE RarlsedBy: I Date: Redelan: J.R. 11/05/13 N/A THIS SHEE VERTICAL INSTALLATION DETAILS rx*) DUCT vs vttillh4` hAFlorid+ a..pt Ly4nYn 66r �OR J ROSOWSKI 1070 TECHNOLOGYDRIVE Tftla: N, VENICE, FL 34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 P.O. BQX 1529 NOKOMIS FL 34274 seds.%kcw SYeAa: 9lxret DleaUgAb. Rev: CERT. OFAUTH, N29296 570/2770 NTS 6 OF 13 MD-SGD570-01 B 9 o a w nAi fn' o n m� m m r m V R. '5. U t $. H� •O �' E,m 9�• °d. �m +��ma o�^gym a m 8 w m cy go S tc 2i B w 6 if B w ++ o• c v v 4 c v c In b m + + ° + + + + n Wood Substrate ncType bgoma o$m W o$ W v o$mcngma+ o$mm j Anchor A m m 0 o N O O N O p N O O N O O O C O p v 3 + ° + + ° + + + m + O Wood Substrate $m W o$mm+ ogmw o$ W w+ o$mrn+ + * Anchor Type 6 a 0 0 N O p z b 0 N O p N p+ p o W N+ ,00 + m w ,p 0 ,At�, m a m + + O + * �' + 0g$ m w 4 S$ W u. $ Mas. Substrate g amm gmv* S$--CW gmw+ + AnchorrypeC .17 p 0 N 0 0 N O p N O p + O C + o p O p + c �Da• n iogmtn �j o$mmN 0catc o o0m m0 w Mas. Substrate+ O+o+ Anchor Type c, o m Sl + + + ,+,, r + O Wood Substrate �gmm S$m W b$mw+ $mw+ AnehorT A m O O O N 0 0 N O O N O O N 0 0 + O O + O O Ype r D' > m>x+$ m$ Mod Substrate w m + om2' Anchor Type B+° a c, O p O O 'SCD +* O Mas. Substrate C C mO 8 . o$ ym+mmn + AnchorryC zN Op+b O p ,t, m +Mas. Substrate 0, oAnchor D O O O O + 4 z n m Wood Substrate ate C0 m 3Do O +v AnchorrYt»Ao GVJOe � 0 w a + o 000goo N+ooc+ N+o++ $m DmvN$m W °cAnchor?YPe B o m mo o mwxAymmvapT�{y{nVl 'ar�o`°co„�rg�D",jOo-zcySOmNmO1�r� mm-D�manzmO�pCA• na'mwmmxymgopzyw, OaDr-O-4c±+I z�mm OS/O,Aq>g poO h Qab+E'oo WKf�0�.'ov+ t mc*NNd mz96 octN ycOsO,.Z0000v4+,i�$pOp0go$+gb'm''oo'o�WWm eN°`N�' G0.�O,io0,�Vnn','' $O0Oo•$$�' m'0oo.'• vwmwvmmn++$jQ++n o00AA0001y,Lb�5+,',,',/i,, g0Qp$•$w$�+++' mo'po'� wcwmmWW� %m+Om:'' O,�mo•o,i'nn'i, Pgpo0$p.o.$p�+ MAanchoSruTbYstera tCe m� y mm+ o+ I. N N m + ° + ° Mas. Substrate + vv =3Ca 0+o0 Anchor Type m Wood Substrate°+cn 0 + AnchorTypeA++ Wood Substrate m" Anchor7ype + m y �> $o atN< o'2 Mas. trate z m Archor7ype0'Ov o0ov o + woMas. Subata +Anchor TypeD� o wS Y' w0$'w"zDo nn rn°Wood Substrate r +D 5m2?a, 0$ m o b 0 b o o Anchor Type A i A o Wood Substrate AnchorTYpe B n a W 3cWW°+p o . o z 0) �+ Mas. Substrate + 0 0 0 p Anchor Typo C On + o + co Ma. Substrate o 0 00 Achoriype0+ mAmmZ$ 0Omm0mc1 r„ pm TyPmxyzs z0 ��maa+OmpOm O zp;= m3m 0mm7 mA w .10 c� Amozc'oNz r zo o gm In za ° ° m^+mom-'��3.^C+.m� "� _ z a oczi m°8xo NCO��< mAm > mzzm vat y { mOW-6 cy-7�.mD O mb�a m -1 r asg S Z �C:m 7J .'99. Sr z oyAa Zm OH HEIGHT a Cxx oAz0 m�n m m� to m m z m"yDr a O i�� Rl _� .• yg��m ogXgo �zm •rC WIy O mm7Jm-I -10 ACmym° �iTpoD �nm 2 °rraoom° o " ono°� ^a p �3a gmcS2� w w3: ° x Pz i Ovm Dz a$ N �r xm mxm o� x OFti xOD O °-Im-n_O 24m Om� °gym Z. 9zc+ (mr�ZDO S�S� 2 O ''ay �m�my 010 xD Dm 9p }9 ` pr��0-0�-mIS ZO.r.. n mDm�ma3 = N S >Zmym �rm ,Z,i� �ffi 83 �ii pmmmc '^OC S O .+zW m wm� am ,�• F v m Z 2 O Ct?�Z 0a 2 O pm00 z20 Nx �y m D3'O Om 'O>2�m v ti 9y� D P n��]=��°r+SN C SS wm=0'a-I.1 ~,nO4l Zym-0 rm-OA�� ,�j6 zom 'm y 2°+ iomzyiy WAZ g U: a pmm�zm { ^x �l7z �Nm mat rim{nl Cb m m mimo N 's og - emtwdBr.. date: neVermr m 'r u t u t t 1r1j J.J. 10/11/11 FBC 2010 CODE I J ROSOWSKI rmvueaer• ome: aavrs« °ee ' \�c�...• qy�y J.R. 11/05/13 TABLE 1, REM 2870 11/18/10 WOVRat: m�z'p vN o �:x4 ® DDESIGN PRESSURE TABLE 2 B o at m z . 1070TECHAMOGYDANE 770a. a :Z •• `� N. VEIVI ;FL UM VINYL SGD INSTALLATION GUIDELINES m ;,�'� •-., PO.BOXIM ......... ... N OKOMIQFL3a2J4 �; swx S114" OmH49Na ,i� / .* COM.. OFAUTH==6 570/2770 NTS 8OF 13 MD-SGD570-01 ��rrrlllttt��` TABLE 3: Series 2770 Anchor Quantities and Design Pressures 3r1G' K GLA3a..09V FRAME HEIGHT SGatfe6AYER-SRS' KSOLASS.IHS`AR &PANEL MAXMUM CONFIGURATION SINwE+3nG' TNr. CAP 8D 84 98 FRAME �' 1" t= I- F= 8 8 r'' U �0 � h" N $ O � t= W $ Q �• �SPoE15 mTHN 24 P-hook Design Pressure Head & Sit Jamb 30 P-hook Design Pressure Head & SII Jamb 36 P-hook Design Pmssum Hand & SII Jamb 42 P-h0ok Design Pressure Head & SI Jamb 48 P-hook Design Pmssum Relnforaom ntaRequlred,(Sao PaftaonShootl0) Glass Type, Inledock LocklFixed Stile Astragal Astragal Addon ToplBollom Rall (Sea Shoot 1) Pad029 Pads26 Par1825 Pao 30 Partil 28 A TABLE 4: ��\O0 LYNN '111ze Series 670 & 2770 Anchor Quantities and Design Pressures 3n6' MGLASS ..090' P/e NTEMAWR+3n6• ANGLASS.7lIS•AR FRAME HEIGHT (M MCE+3116' TP7r. CAP 8-PANEL MA)OMUM CONFIGURATION 80 84 98 NOM. gg Q S$° m gg U t4$ $ m 6 m U �°$$ O Q ,a U g D $ PANEL FRAME N�^ B�'Ft B� gt- 'f N t-' WIDTH SIDE 24 P-hook Design Pressure Head & SII Jamb 30 P-hook Design Pressure 00001 Head & SII Jamb 30 P-hook Design Pmssum Head & SI Jamb 42 P hook Design Pressure Head & SI Jamb 48 P-hook Design Pressure No.58705 .a CA STNry ,•41., �NAI, �`y A. LYalf) (AILL�ryIP.E. P.E.& 58705 S+1 C3+1 C3+1 C3+1 C3+1 03+1 830 I30 Y m O 6 6 5 6 5 5 CO h 8 8 9 9 8 0 10.0 480.0 +60.0 +00.0 +00.0 +60.0 ' O � Lq 0.0 -60.0 -60.0 -60.0 -60.0 -60.0 3+1 C3+1 C3+1 C3+1 03+1 C3+1 a 0 5 5 5 6 5 5 0 8 9 9 9 9 LCJ z LV 10.0 +60.0 +60.0 .60.0 +60.0 .60.0 O J 0.0 -60.0 -60.0 -80.0 410.0 410.D A 06 Q M 3+1 03+1 03+1 C3+1 C3+1 C3+1 O (..5 a C'r) 5 5 5 5 5 5 5 6 8 9 9 9 0 O Cl) 0 LL O 30.0 .60.0 +60.0 .60.0 +60.0 +60.0 0 J Z O 10.0 4i0.0 •60.0 -60.0 4I0.0 4i0.0 N V J Q O ~ 3+1 C3+1 C5+1 03+1 C3+1 C3+t 5 6 5 LL m Q (- QJ 5 5 5 B 8 9 8 9 9 to F"' � ..1 Z fh $0.0 .60.0 +60.0 .60.0 460.0 460.0 10.0 .60.0 .00.0 -60.0 -60.0 .60.0 ` 3+1 C3+1 05+2 03+1 C3+t CS+1 ED Z 5 6 6 5 t- � 80.0 +80.0 +80.0 +60.0 +60.0 +60.0 a Z 30.0 -60.0 -00.0 410.0 41D.0 410.0 $0 � �p GlassTypo, ALfdon (See Sheetl) son ShWPdfl B B,C C NOTES tr} 1)DETAILS APPLYTO 2,3AND 4 TRACK CONFIGURATIONS. �4'r +-c! 2) SEE SHEETS 24 FOR ANCHOR LOCATION & SPACING. 3) SEE TABLES 2.4 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM its, IS REQUIREDAT ALL FRAME ANCHOR LOCATIONS. 'U 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON.. 6) SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. Relnfareemente Required, (See PaA Intedock Lak/Fixed Sllle Astragal Astragal Standard PadM28 PedI26 Pm1n28 Pad Tlrermel•Opllon Pag 28 Padq 27 Padd 27 Pad TABLE KEY: ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN TABLE A: LE PANEL FRAME NOM. WIDTH SIDE A 0N) 24 P-hook Design Pressure NOM. FRAME WIDTH PANEL= # PANELS WIDTH (PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TAB 1, SHEETS FOR COMPLETE ANCHOR LIMITATIONS. TOTAL ff OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C3+1, 3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). - TOTAL N OF ANCHORS THROUGH THE JAMB. -TOTAL tl OF ANCHORS THROUGH THE P-HOOK THE MAXIMUM POSITIVE DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, FIG 1: ..1 --THE MAXIMUM DP FORTHE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE 1)THE LESSERVALUE OF TABLE A AND TABLES TABLE A, THIS SHEET. 3AND 4 DETERMINES THE WATER LIMITED (+) OP, THE MAXIMUM NEGATIVE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. 2) THE 1-1111S' SILL MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +OP'S SHOWN IN TABLES 3 AND 4 MAY BE USED. Water -Limped (+) Design Pressure Nominal SIII Height Actual SIII Height Max. (+) OP Allinved 141116" 1.688" See 2) below 3-112' 3.404" +60.0 pal 4.1116" 4.D37" +80,0 psf 4518" 4.614" +100.0 psf DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH)RATIO IS EQUAL TO OR MORE THAN t IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. THE OVERHANG RATIO SHALL BE CALCULATED BY THE FOLLOWING EQUATION: OH RATIO - OH LENGTHIOH HEIGHT PR0DuCr k1;vLW0 ,a afop7ina with the FlodU % Ac» N►�� Ef�nao� Bag to I i ll�iBall� �- 6.876- o =C _T 1.8' ❑ .10D• ❑ 1 12 O2TRACK HEADMAMB RIGID PVC r 8.26V ❑ ❑ .100• ❑r O3 TRACK HEADMAMB [ 100` 1 'O � 1.688' O2 TRACK SILL RIGID PVC e.zso• -1 O .1DD' 0 8 1.888- 3.000' -►{ -�{ 1.670• �-- 1.430• ""'� 1.595• I+ 1b95' I+-- REINFORCEMENT I 7'r .125•COVER .,,o• 2.833• � .300• 2.708• .400• z.785• RIGID PVC 2.365, IIII III 1111 229 )_ -0� .125` 2.807• -rl T .121 --y 1.187 .12V - 1 H-- .182- N- Q PLATE EMENT © AND STILE © AND STILE REINFORCEMENT INTERLOCK NFO CEMENT 6005-T5ALUM. REINFORCEMENT REINFORCEMENT 005-T5ALUM. 66545ALUM. 6005-T5 ALUM. COMPOSITE RIGID PVC ® 3 TRACK SILL 10.625• RIGID PVC T .3os• 10.635' 3 483' L'�o�o o o� fl 0 -,�• 0 9-T .097 1.8i❑ ❑ ❑.100' ❑ 12' �C�LW�JL�L�L.f-1J� 1�01.689• .125• wu 1 I 2.710' 1 2.141'4 TRACK EAD II RIGID PVC r © RIGID PVC z.2a1• L - .1zs• 2.116' - 4 5r00' 640• j .930' JJ- I �I�f� .550• I .540' I 5'0►-0^'jftl^N11'�- I _►{I+- .06r .125• .301' �� .oar OFRAME COVERSCREW O ANCHOR PLATE Og TRACK INSERT 10 KEEPER ALUM. 6053-T6 ALUM. ALUM. RIGID PVC �11.435" 1 � '�It .062•i A60• i 12 OUTER SILL 13 SILL RACK COVER RIGID PVC RIGID PVC 1.435' 050' J D55' BOX SCREEN SILL OUTER SCREEN 14 ADD -ON 15 TRACK 6063-T6 ALUM. 6063-T6 ALUM. -j r- 1.000' .s49' m r--I- -our Ot1 BOTTOM RAIL SUPPORT 6063-T6 ALUM. --1 1.487• 1.510' ,080• L 16 BOX SCREEN HEAD AND JAMB ADD -ON RIGID PVC 782• �- 2A60• 1 4.041' 3.464• 2.887' 1.983• 6.178` .060' .060• .060, .08U• .10T --�1 080 77 SILLRISER SILL RISER SILL RISER @ 6 63-T6 ALUM. tB 063 T6 ALUM. 19 60 3 T6 ALUM. 063-OT6 ALUM.ADAP ® P60 -8006 ALUM. {� IM . ,. � 61' -I 1.600' 1 .210' .252' - .113• -� 126 ELED BEAD Og E BEAD @ /ID PVC EE BEAD ® P-HOOK REINFORCEMENT © RIGID PVC RIGID PVC RIGID 6063-TB ALUM. W30 RE N ORCEMENT STRAGAL 31 PLATERCEMENT 35 ADAPTER INTERLOCK 6005-T5 ALUM. 6063-TG ALUM. RIGID PVC -y1.020`r 1 .062• r �2• L.°az• .� 90 TOP RAILSCREEN g1 BOTTOM RAIL BOXSCREEN 92 SIDE RAIL EN 6063-T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. I 1.081• -T 1.081- Y-1 1.779' YM-T STD. SCREEN 110 TOP/BOT. RAIL STD.SCREEN �� SIDE RAIL 6063-TB ALUM. 6063-T6 ALUM. VYNN 4f/44 k No.58705 A LYF1<VtMILL�},, P.E REA 58705 2.511• �{ .08D' 4.835' N =o ASTRAGAL ADD -ON 36 RIGID PVC �11.343' I` 1.306•.050' T_ }T�Ia_u1,.5�93'`}^F+-- .320• J .055` J BOXSCREEN 93 ASTRAGAL BOX SCREEN OXO ADAPTER ADAPTER 6063-T6 ALUM. 6063-T6 ALUM. --I 094' 1-- .ass• �I1.202'�-• .87V � T .075- 045 L ffl- 85• .994• I I'..�.yl_ 1.0 STD. SCREEN a ASTRAGAL ADAPTER 6063-T6 ALUM. FIXED PANEL CLIP B0 6063-T6 ALUM. 1070 TECNNOLOGYDRI N. VENICE. FL 34276 CERT. OFAUTH. #29296 J.J. 1 10/11/11 IFBC2010 wkeCBy: Oe(a R6Nsbe: J,R. 11/05/13 /A THIS 'ART DETAILS 0 .10D• 4.279• 1.875• I --- QPANEL STILE, TOP AND BOTTOM RAIL RIGID PVC irHODUCTkgvL%W as mti* n kh roe rw;t6� �"na r -r Z • G2 J ROSOWSKI VINYL SGD INSTALLATION GUIDELINES l l/18/10 So/Ie9wol.. Scale: If; Dianfrg No. R-r. 570l2770 NTS 10 OF 13 MD-SGD570-01 B t ParON NOTES 1) SEE TYPE AND DETAILS. %0DVCr k9VLIM eaesopw Yvub11enome qF. �- L 6epinHoa tat+sr Dada t5e0.rol _� * ' No, 58705 _ —_ sty—; J1t� �LORXIA A.i. R MINWL P.E. P.E.p68T05 Y �' 0 � z Z J QM ? C9 Z O Q Z y) Z Ro t` LO Cn 0 z o N Q LIJ Q LL O Ica [- 00 U z t- Z o o CV 0] LL �— r 0 o CO rn o r ? fin 2 2 SHEET 10 FOR MATERIAL # PGT. # Description 1 619001 2 Track Head/Jamb 2 6190D2 2-Track Sill 3 619026 3-Track Head/Jamb 4 619026 3-Track Sill 5 619027 4 Track Head/Jamb e 619028 4 Treck SIII 7 618008 Frame Screw Cover 8 619031 Anchor Plate 9 619007 Track Insert 10 619029M Aluminum Keeper 11 619036 Bottom Ralf Support 12 619008 Outer Sill Coker 13 619011 Sill Track Corer 14 619039 Box Screen SIII Add -on 16 s19012 Outer Screen Track (Standard Screen) 16 619038 Box Screen Head end Jamb Add -on 17 618D22A Sill Riser-(DP60) 18 619023A Sill Riser-(DP80) 19 619024A Sill Riser-(DP100) 20 619032 P-Hook Adapter 21 619020 P-Hook 24 619D14 Reinforcement Cover 25 619030 Reinforcement Plate 26 619017M Top, Bottom and Stile Relnf. (Alum) 27 ]9046 Top, Bottom and Stile Relnf. (Comp.) 28 619018M Intedock .300 Reinforcement 29 619013M inledock .400 Reinforcement 30 619019M Astragal Reinforcement 31 619035 Reinforcement Plate 35 6190D6 Intedock Adaptor 36 819008 Astragal Add -on 37 619004 Panel Stile, Top/Bottom Rail 40 718609 .187 x .280 Finseal (Stile) 41 71695K 1-1l2" x 1" x 3/4" Fin Seal Dust Plug 42 419041 Interlock Clip Cover 43 78153X Tandem S.S. Ro1lerAssy. 44 781b3N TandemNylanRollerAssy. 45 619043 P-hook Reinforcement Plate 46 710X725FPSDX #10 x 1-114" FI PH SMS Part # PGT. # Description 50 419042 Frame Header Block 51 48052 RollerAdj.HolePlug 52 41735 SGD Panel Come -along 53 41736 SGD Pane[ Come -along Corer 55 71696 Dust Plug 56 44385 4 Hole Bumper Stop 58 619037M Fixed Panel Clip 71686G Sill Plug 78X38PPTX #8 x 3/6" Ph. Pn. 7EK Screw 78X34PPSDAX #6 x 3l4" FI. Ph. TEK - S.S. r 781PSTX #8 x 1" Quad - S.S.. 781 PQX #8 x 1" Pn Quad - S.S. 78X114PHPT410X #8 x 1-1/4" Ph. Pn. TEK 66 710X1PPSDAXX #10 x 1" Ph. Pn. TEK - S.S. 87 710X115PPX #10 x 1-1/2" Ph. Pn Keeper Screws 88 710X2PPX #10 x 2" Ph. FI S.S. Screw 69 710X212PPDAX #10 x 2-1/2" Pn Ph. Tek S.S. 70 712X112PP #]2 x 1-1/2" Ph. Pn. A 71 GE 7700 Silicone 72 Dow Coming 995 Silicone 73 71726K Neoprene Setting Block 1"x4"x1l16° 74 Metal Spacer- 9/32" 75 Urethane IG Sealer 76 Silicone•Foam Super Spacer- 7/16" 77 Hot -melt Butyl 78 619010 1-1/16" Beveled Bead 79 618015 1-1/16" Ogee Bead 80 618016 1-3l16" Ogee Bead 82 62139 Ogee Vinyl Muntin 83 63609 Insulated Glass Muntin - Horizontal 84 4CONN LG.Intersectlon 85 7558K I.G. Gridlock lip - 7116" 86 7580K I.G. Gridlock Clip - 5/18" Part # PGT. # Description Box Screen 9D 812256 Screen Top Rail 91 612257 Screen Bottom Rail 92 612258 Screen Side Raft - Lockstile 93 64344 Screen Astragal 94 617349 OXO Screen Astragal Adapter 85 64428 Screen Double Interlock 96 617347A Screen Bug Flap 97 41818K Screen Keeper Spacer Set 98 720X1X 1/4-20 x 1" S.S. 99 720X112X 114-20 x 1-1/2" S.S. 10D 71793G Wstp, .270" x .150" -Fin Seal 101 7SRAZ Standard Roller 102 7SRAX Standard Roller- S.S. 103 7LOCKWGS Screen Locksel 104 41818K Screen Lock Keeper Spacers 105 7SDKEEP Screen Lock Keeper Standard Screen 110 612033 Screen Frame - To /Bottom Rail _ 111 612026A Screen Frame -Side Rail (Latch) 112 612033 Screen Freme-Side Rail 113 617363 OXO Screen Astragal Adapter 114 64853K Vinyl Astragal 115 617356 Screen S01 Adapter 118 6FP95K Bug Flap 117 7R420K Rlwt 118 74X1PA #4 x 1" Ph. Pn. SMS 119 78X112PSATS #8 x 1-112" Ph. Pn. SMS A Z 120 41703N Screw Boss Bushing 121 712027 Comer Kay Wheel Assy. (Standard) 122 712027SS Comer Key Wheel Assy. (S.S. w/trearin8) 123 41805K Screen Handle 124 41806 Screen Handle Slide ]25 704/6B Screen Latch Assy. 126 7SNKPN Screen Keeper 127 61693K Serrated Screen Spline-.145" 128 61692K Screen Spline • .185" 129 61694K Screen Spline - .150" 130 61818C20 Screen Cloth TYPE STANDARD REVERSE 2P2T A M A M XX 2P2T M P R A xO Ox S D K T 3P2T P M R A OXO OXO 3P2T D K N NOT AVAILABLE x%X M A 3P3T D B A M Ds K F R 3D A o mM d XXX OXX 3P3T D 0 P M D.sD K F M A XXO X70C L D 4P2T R P NOTAVABABLE C M OXXO 4P2T L D Al A C M loaoc NOTAVAILABLE D K g B JA F F 4P4T J J M M A U U DS M SD SD A )0= XXXX D B K F 4P4T B P F R J J M A U U Ds DS M sD� a xxxo OXXX L D L D 6P3T R P OXX NO S CREENON Oxxxo L D L D F A M e 5P3T M A NO x%XXX SCREEN NO XX(b( SCREEN TYPE LEFT HAND POCKETS LEFT HAND POCKETS 1P2T x x 2P2T B A M F xx xx 3P3T B B A F F M XXX XXX 4P4T g B B A Xxxx F F F M X)o. 2P2T c M XX 4P2T B C M F XXXX 6P3T B F B F C M xxxxxx SP4T B F B F 0 F C M X1000 xx NOTES 1) MAXIMUM OF (8) EIGHT PANELS UP TO 98' FRAME HEIGHT. 2) MAXIMUM OF (4) FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 98' AND UP TO 120'. 3) MAXIMUM DOOR FRAME WIDTH (EXCLUDING POCKETS IF APPLICABLE) IS LIMITED TO 467-11116'. INTERIOR ��.• '�GENSE '' R �i 58705 EXTERIOR�'.(jt STA E ZF` 'i�iC` '••. FLOR\OP: •'``C�� 1070 TECHNOLOGYORNE N. VENfCE FL 34276 P.O. BOX16" IONA�-�\`�\ /off 111 A. LYt✓�I I,IIL,EIR,P.E. NOHOM0 FL 34274 P.E.6 b8705 CIERT. OFAUTH.#2B206 WL—>••�—� OR In � +x rwoucr klimw Y e*YAFWw wbb IRS ►lo" 9aNleg Cady 6sItlnNon Dris t.r/ tue.11aa .Oc.aa+ J.J. 1 10/11/11 IFBC 2010 CO RYvkedBy: Date: Revlskn: J.R. 11l05/13 !A THIS SHEE Dtavm ey, SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI TZIW I MIX IYL SGD INSTALLATION GUIDELINES 11/18/10 :Ilt/ocfd: Scala; Sheet• DrexfrgAb. Ror. 570/2770 NTS 12 OF 13 MD-SGD570-01 B P SINGLE FIXED INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK T ASTRAGAL FIXED (BOX OUT) OUT LOCKSTILE T ASTRAGAL FIXED (BOX IN) IN LOCKSTILE s FIXED ASTRAGAL (BOX OUT) LOCKSTILE OUT S FIXED ASTRAGAL (BOX IN) LOCKSTILE IN L SINGLE ASTRAGAL (BOX OUT) INTERLOCK OUT LR ASTRAGAL SINGLE (BOX OUT) OUT INTERLOCK N ASTRAGAL SINGLE (BOX IN) IN INTERLOCK C SINGLE ASTRAGAL (BOX IN) INTERLOCK IN B SINGLE SINGLE INTERLOCK INTERLOCK SINGLE M LOCKSTILE INTERLOCK F SINGLE SINGLE INTERLOCK INTERLOCK H SINGLE SINGLE INTERLOCK INTERLOCK K SINGLE LOCKSTILE INTERLOCK U AS AL (BOX OUT) OUT LOCKSTILE U ASTRAGAL LOCKSTILE (BOX IN) A SINGLE LOCKSTILE INTERLOCK p LOCKSTILE SINGLE INTERLOCK J ASTRAGAL LOCKSTILE OUT (BOX OUT) J ASTRAGAL LOCKSTILE IN (BOX IN) 1.YNN ,k"//,�/ INTERIOR N0.58705 EXTERIOR = -Q ': � y � )y Lu ' I' S7A E F • _�� i07O TECHNOLOGYORW '• ��`'••, . FLOR104;•' G�� N. VENICE, FL 34276 1ONAL �C`NOKOMIi ,, FL 342774 AL YILI�R P.E P.E.0CERT. OFAUTN. N2O2MO P.E.R 68705 G+ DOUBLE ASTRAGAL INTERLOCK M I LOCKSTILE DOUBLE INTERLOCK J I LOCKSTILE ASTRAGAL SD SINGLE DOUBLE INTERLOCK INTERLOCK A IDOUBLE F-"�M^M L] LOCKSTILE INTERLOCK U I ASTRAGAL LOCKSTILE DOU D`S I INTERLBLE SINGLE OCK INTERLOCK NOTES I) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 2-4 FORANCHOR LOCATION & SPACING. 3) SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 4)CONTIN000S ANCHOR PLATE, ITEM 118. 13 REQUIRED AT ALL FRAME ANCHOR LOCATIONS. rRoBlicr k6VISBb a.wNp L+lt With the FSD" moka - Brr 2./6 RaftWW. UaW. RBH4bn: J.J. 10/11/11 FBC 2010 CODE Re&Ww.. Uaw ftvw . J.R. 11/05/13 NIA THIS SHEE DW*d-'D 8M PANEL TYPES J ROSOWSKI TIV& Dela VINYL SGD INSTALLATION GUIDELINES 11/18/10 6WIesmadoh Srafe: eheeh �+M Nw Rer. 570/2770 NTS 13 OF 13 MD-SGD570-01 B