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HomeMy WebLinkAboutNOA'Sy �Y MIAMI•MDADE St Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) i BOARD AND CODE ADNIrMSTRATION DIVISION NOTICE OF ACCEPTANCE (NOIA) PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable r1 The documentation submitted has been reviewed Section to be used in Miami Dade County and o (AIM. This NOA shall not be valid after the expirati Section (In Miami Dade County) and/or the AHJ this product or material tested for. quality assur accepted manner, the manufacturer will incur t'i modify, or suspend the use of such product or m this acceptance, if it is determined by Miami-D, fails to meet the requirements of the applicable b This product is approved as described herein, anc including the High Velocity Hurricane Zone. DESCRIPTION: Series "5570/2770" Vinyl Sli MUNI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 ivtivw.mlamidade.Qov/economv les and regulations governing the use of construction materials. and accepted by Miami -Dade County RER -Product Control her areas where allowed by the Authority Having Jurisdiction on date stated below. The Miami -Dade County Product Control (in areas other than Miami Dade.County) reserve the right to have ance purposes: If this product or material fails to perform in the ie expense of such testing and the AHJ may immediately revoke, aterial within their jurisdiction. RER reserves the right to revoke ade County Product Control Section that this product or material wilding code. l has been designed to comply with the Florida Building Code, APPROVAL DOCUMENT: Drawing No. MD. through 21 of 21, prepared by manufacturer, date, A. Lynn Miller, P.E., bearing the Miami -Dade t Acceptance number and expiration date by the M AUSSILE IMPACT RATING: Large and Sm LABELING: Each unit shall bear a permanent l; and following statement: "Miami -Dade County A RENEWAL of this NOA shall be cohsidered aft change in the applicable building code negatively TERMINATION of this NOA will occur after tl materials, use, and/or manufacture of the prodrict product, for sales, advertising or any other purpos any section of this NOA shall be cause for termin ADVERTISEMENT: The NOA number precei the expiration date may be displayed in advertisia Glass Door (Reinforced)-L.M.I. 570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 10/05/15, with revision A dated 04/05/17, signed and sealed by >unty Product Control Revision stamp with the Notice of mi-Dade County Product Control Section. Missile Impact Resistant :1 with the manufacturer's name or logo, city, state and series luct Control Approved", noted herein. a renewal application has been filed and there has been no fecting the performance of this product. expiration date or if there has been a revision or change in the process. Misuse of this NOA as an endorsement of any shall automatically terminate this NOA. Failure to comply with on and removal of NOA. i by the words Miami -Dade County, Florida, and followed by 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 915-1210.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0420.06 MIAMt•DADECQUtdTY .�r? Expiration Date: April 14, 2021 Approval Date: September 28, 2017 age 1 r PGT Industries, Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings a d sections. (Submitted under NOA No. 11',-0107.04) 2. Drawing No. MD-5570.0, titled "Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 J of 21, prepared by manufacturer, dated 10/05/I5, with revision A dated 04/05/17, signed and sealed by A. Lynn Miller, P.E. B. TESTS 1. Test report on 1) Uniform StatIic Air Pressure Test, 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 vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15/16 and 02/24/16) 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile) impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-94 along with marked -up drawings aninstallation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test eportNo. FTL 8546, dated 11106115, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/1.1/2016) 3. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, 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 8547, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 02/15116) 4. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, 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 8548, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/16) orge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -1 If PGT Industries, Inc. CE: EVIDENCE S B. TESTS (continued) 5. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform StsYic 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 WindlPressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, 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 8549, dated 11/06/15, signed and sealed by Idalmis Ortega, P. E. (Test report revised on 12/04/15 and 02/11/16) 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile, Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P. E. (Test report rel ised on 02/15/2016) 7. Test report on 1) Uniform Static Air Pressure Test, 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 andl 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 I IA9/10, signed and sealed by Jorge A. Causo, P. E. (Submitted under NOA No. 11-0107.04) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic WindlPressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, 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 6337 (samples A-1 thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo, P. E. (Suhmitled under NOA No. 11-0107.09) C. CALCULATIONS , 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L. Miller, P.E. (Suhinitted under NOA No. 15-1210.01) ----� Jorge M. Plasencia, P.E.Pro ct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 ' E -2 PGT Industries, Inc. C. CALCULATIONS (cont.) 1 2. Glazing complies with AST -1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-6528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited for their "VE 1000 Tan 202 and lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19; 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their "TAN 3040 and Lighter Shades (Non -White) Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 091115116, expiring on 04/16/20. 6. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(4), 10-06-M0527, 535753-09, per ASTME-84, ASTNM1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Cleat- and White) Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB InterIayers", expiring on 07/08/19. Jorge M. Plasencia, P.E. P oduct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 I E -3 I I PGT Industries, Inc. EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-5(h Edition (2014) and FBC-6fh Edition (2017), issued by manufacturer, dated108/14/17, signed & sealed by Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance, part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-12110.01, issued to PGT Industries, for their Series "5570/2770" Vinyl Sliding Glass Door (Reinforced) — L.M.I.", approved on 03/03/16 and expiring on 04/14/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0420.06 Expiration Date: April 14, 2021 Approval Date: September 28, 2017 E -4 SERIES 5570 IMPACT RESISTANT SLIDING GLASS INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES: 1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10. 2) DESIGN PRESSURES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC), 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED (PAINTED OR LAMINATED) WHITE RIGID PVC NOA REFERENCES (TEST REPORTS): FTL-6337, 6338, 8645-8649, 8652 & 8717; EXOVA-10-002-792(A) & 10-006-10231: CAMBRIDGE 535753-09; 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THE RIGID WHITE, BROWN & TAN PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA, INC. OR VISION EXTRUSION, LTD. HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS, (COMPONENT REQUIREMENTS). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,.AS APPLICABLE, 9) DRAWINGS DEPICT EXTERIOR-GLAZING,.HOWEVER-INTERIOR-GLAZING-MAYBE-SUBSTITUTED. -10) THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. ANCHOR NOTES: 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX.1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF TABLE A: Group Amber Substrate Frame Member Min. Edge Dlshnes Embedment A OU. steel SMS (G5) at 410 S.S. SMS (mim ll trueadsM) P.T, Soulhem Pine (SG-0.85) ead15OVJamb 9118' "a, P4-k 9/16• 13/6' Aluminum, 606345- .125' min. thiOnoss Head/SOVJamb 3/0' 1/8' P41cok 319• 1/e` Steel, A36' (0.0'0" min. thickness) Mead/SOVJamb 318' 0.06T oo P-hk 318, 0.060' Steel Stud, A653 Gr. 33• 0.071' min. thickneea Head/SBgJamb 318' 0.071' (14 Ga.) P-hook 3/8' 0.071" 14 Ga. 114' Eico Ult-an P.T. $Whom Pine (SG=0.55) Jamb 1" 1.318" P•hcok 1" 1.318" 1/4' Elco 410 S.S. GreteBex P.T. Southern Pine SG"0,55 Head/SOVJamb 1' 1.3/8• ook 1' 1.318' B 912. steel rood screw (G5) P.T. Soulhem Plna (SG"0.56 gl/Jamb Bile" 1.3le' eck oils, 1318' 1W Eke Uibrbcon Concrete ndn. 2.85 ks 1ook jHaad-fSLVJ..b 1' 13/8, 13116" 13/8'Ungreuted CMU,mb ASTM C•80 1'1-114" k 1'1-1/4" C 114" Flea 410 S.S. Cletel9ez .,ubed CMU,mb C90 13/4' 1-1/4' P•hook 13/4' 1-1/4' Concrete min. 3.35 ks Head/SUVJamb 13116' 1-2/4" P-heok 1' 1.31V 114• Elca 184 S.S. Ag9re•Gatar Concrete min. 2.22 ks He ,1/5gVJamb 1-1/2' 13/8' P-hook 1-tlr "/8' Ungmubed CMU, ASTM C•90 _ Jamb 2" 1.1/4• .-P-hoek-- -r- -t=U4" P.T. Southem Plne MG-0.551 HeadlSlO/Jamb i' 1.3/6, P-lwok 1' 1.318• D 1/4' Eleo Uiheeon Concrete ndn. 2.86 ks Haad/SINJamb 2.1l2• 1318' P-hoek 2.112'M1!-l14' Un9reuted CMU, ASTM C-90 Jamb 2-1lr P-hook 2-1l2• 114' Elco 410 S.S. CreteFbx Cenbrele mh 3.36 ksl HoadISIIVJamb 2-112" P-hook 2-112• Wgreuted CMU, C•90 Jamb 2.112'ASTM IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1, 2 & B1, B2 ON SHEETS 7 & 8 GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DP/ANCHOR TABLES........7-8 GLAZING DETAILS ............ 10 ANCHOR LOCATIONS.......11-16 PANEL TYPES...................17 EXTRUSIONS .....................18 ACCESSORIES ..................19 SCREEN DETAILS.............20 PARTS LIST........................21 " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES/STANDARDS USED: SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. I•2917 FLORIDA BUILDING CODE (FBC), 5TH EDITION INSTRUCTIONS: 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS MAYBE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE GLASS/REINFORCEMENT. 2) LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENINGS REQUIRED DESIGN PRESSURE IS MET OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. . 5) INSTALL AS PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE THE EXAMPLE ON SHEET 9, •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 •AISC 360-10 IGHT02017 PR'T FL 34275 Material Min. Fy Min. Fa Steel Screw 92 ksl 120 ks1 410 Screw 90 kai 110 ksl Elco Aggre-GatorO 5T ksl 98 W Elco UltraConS 155 ksl 177 ksi 410 SS Elea CreleFlex9 127.4 ksl 189.7 ksl 5083-T5 Aluminum 15 kai 22 ksl A36 Steel 36 ksi 58 ksl Gr. 33 Steel Stud 33 ksl 45 ksl VINYL SLIDING GLASS DOOR NOA (LM) 1-1 10/0511( GENERAL NOTES J ROSOWSKI UPDATED TO FBC 2017, VINYL MFG. zp 04/06/17 3GD-5570, NTS 1OF21 T11 MD-5570.0 a$ A PRODUCT REVISED as complying with the Florida Building Code NGA-No. 17-0420.06 Expiration Date 04/14/2021 LYNN'I, // `%GENSF • ���� :� * J NG.58705 S /,7//y1�NAL 1%t��; A. LYNN MILLER, RE PXR 58705 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1 & 2 I MAX. UNIT ' / e I MAX. UNIT HEIGHT I^ HEIGHT PER TABLES I&2 I PER TABLES I&2 I � IN 1 1-PANELI— CONFIGURATIONS 2-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES I&2 I I- 11 MAX. UNIT ] ' 1^k HEIGHT 1= PER TABLES 1 & 2 Poor IN J 3-PANEL CONFIGURATIONS MAX, UNIT WIDTH NOM. PANEL WIDTH NOM. PAN PER TABLES 3 MAX. UNIT HEIGHT PER TAE D I ' ' 1 MA) ' ' HE al ER TABLES 1 & 2 - -P- — _ / _ _ /- -- /- - --/-- —� -' - 1 t - -- — PERTAI IN J 5-PANEL CONFIGURATIONS NOM. PAN PER TAE MA) HE PER TAI :L WIDTH -ES-ES I & 2& 2 MAR. UNIT vvIU ICI 3 UNIT ] 3 3 ] ] GHT ES� 1 & 2 7-PANEL CONFIGURATIONS NOM. PANEL WIDTH _ PER TABLES I�& 2 I MAX. UNIT �j I HEIGHT 1 PER TABLES 1 & 2 Pacler " NI � _J EL WIDTH MAX. UNIT WIUIH LES 1 & 2 UNIT IBGHT LES1 &2 //////Nr 6-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1 & 2 1 I� MAX. UNIT 1 HEIGHT Ig PER TABLES 1 &2 IN r. J MAX. UNIT WIDTH 3 I IN J 4-PANELC( 0kTIONS r MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES71 & 2& 2 MAX. UNIT HEIGHT 1� PER — TABLES 1 &', - J CORNER, TYP. OMIDE OORNERSHOWN, INSIDE OORNERSWLL v CONFIGURATIONS NOTES: CONFIGURATIONS NOTES: "X" =OPERABLE PANEL 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O" = INOPERABLE PANEL "p" LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN = POCKET POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DETAIL LETTER COP" GHrozonPGTImuDTFiEs,1 ALL RIGHTS RESERVED 4) FOR NOW. PANEL WIDTH, SEE TABLES 1 & 2. 1070 TECHNOLOGY DR 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 472.666 FT (—SHEET NUMBER ' N. VENICE, FL 34275 (941)-480-1600" 'PRODUCT REVISED --Plying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 3 I BY I to Miami- de Product Contro vacx=r I� 8-PANEL CONFIGURATIONS DLO WIDTH NOM. PANELWIDTH +1-3/16" ` �....... NOMPANEL WDHANELWIDTH . ''tCEF• DLO HEIGHT=DOOR HEIGHT- PANEL HEIGHT = DOOR HEIGHT - 2-1/2" = No. 58705 VINYL SLIDING GLASS, DOOR NO9 (LM) 10/05/15 --D ? /, �► S EXAMPLE CONFIGURATIONS m J ROSOWSKI �� NO CHANGES THIS SHEET, dg 04/05/17 A,ORIDA �',;,0/ ......•••.. �ONALISN��`` vSGD-5570, NTS s 2OF21 z MD-5570.0 lkl A A.LYoce',L-LE,RPI- DETAIL Al THRU 1X WOODI DETAIL B1 ASTRAGAL I DETAIL C1 DETAIL Dl METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 INTO MASONRY FACING FXi. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH TYP. ANCHOR TYPE, { REQUIRED IF DOOR HEIGHT la OVER SV f 21 19 EMBEDMENT AND DISTANCE PER � EDGE DISTANCE SUBSTRATE,SE. %MAX.c.etEDGE TABLE A, SHEET 1 &aoDAYLIGHTO INTERIOR NOTE 3, BELOW • -OPENINGS e�QQ I WIDTH I o I I q b a EMBEDMENT ..•� `,. � LI �L l I ,��, EDGE DISTANCES •• •. � �'; � � „n ea SEE NOTE 9,I;t!!!�" jL. 1XOR2XWOOD TwssHEET B BUCKSTRIP, SEE \ � SEE NOTE 6, THIS ANCHOR NOTE 3,SHEET I PLATE AT _ HORIZONT EVERY ANCHOR LOCATION \ i DETAIL A2 2X WOOD BUCKSTRIP OR INTO 2X WOOD FRAMING, SEE ANCHOR 18 DAYLIGHT NOTE 3, SHEET 1 j OPENING Jl� I WIDTH TYP. ANCHOR TYPE, - EMBEDMENTAND EDGE DISTANCE PER c7 SUBSTRATE,SEE e TABLE A, SHEET 1 & 3+ NOTE 3, BELOW fj EDGE L I— DISTANCE 4) THRU KEEPER @ MAX I I 9B 3.5' O.C., SEE SHEET 19 L--------L- — DETAIL C2 INTERLOCK REQUIRED IF DOOR 1EIGHT IS OVER 96' SEE NOTE 9, THIS SHEET (4) THRU KEEPER @ MAX II , (�5�p62 EXTERIOR 3.S O.C., SEE SHEET 19sa III \-/ 2a 27 '\J THIS SEE N OTE 6. SHEET 1/4°MAX. —+ SEE NOTE 6, THIS SHEET EMBEDMENT- 1 8 X 3/4' SMS REINFORCEMENT SCREW; 7 s3 PER -STILE, -LOCATED AT CENTERLINE AND 6, _ 9" & 12" FROM ENDS (FACTORY INSTALLED). DETAIL D2 1 DETAIL B2 INTO MASONRY � � EMBEDMENT ASTRAGAL FACWG INT. � � � — — 1/4" MAX. —►j I INN QoR EDGE 1 on DISTANCE I n 7 23 a TYP. ANCHOR TYPE, EMBEDMENT AND P q P ' EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET I d e d 1 & NOTE 3, BELOW BCRRNw I EXTERIOR L� J —, PANEL WIDTH CONCRETEICMU PER ASTRAGAL MAYBE — 1/4° MAX. ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION (XO SHOWN) FIXED PANEL CLIP & INTERIOR OR NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENTTYPES (SEE NOTE e, THIS SHEET) 2) REFER TO ANCHOR NOTES, SHEET-1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR FORALLLOCKSTILES, ASTRAGALS, FIXED O O ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) CONTINUOUS ANCHOR PLATE, ITEM 98, IS REQUIRED AT ALL STILES AND HORIZONTAL RAILS FRAME ANCHOR LOCATIONS. 5) PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD -ON. FOR 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS Q za REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY THE EXTRUSION, REFER TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD 7) SEE SHEET 20 FOR SCREEN DETAILS. ANCHORS, SEE EXTERIOR DIRECTION. DETAIL SHEET 19 ALL PARTS IDENTICAL. VINYL SLIDING GLASS DOOR NOA (LM) JAI 10/D5/15 INSTALLATION, HORIZONTAL X-SECT. 1m J ROSOWSKI D IQIT020+7 POTIN09STWE$INC. a NO CHANGES THIS SHEET. 4 ON05117 N. VENICE, FL 34275 941 80.1600 [Its NTS 3 OF 21 e 4 RT. OFAURt #n2" o i MD-5570.0 EDGE DISTANCE EMBEDMENTAND EDGE DISTANCE PER SUPSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PRODUCT REVISED as complying with the Florida BWlding Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 * : NO. 58705 AO ' ST � •. ATE OF �"','ONAL i0,G " A. LYNN MILLER, P.E. DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT INTO MASONRY AND EDGE DISTANCE PER 1XBUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET 1 $NOTE 3, THIS SHEET CONCRETE/CMU EDGE _ PERANCHOR DISTANCE REQUIREMENT S, EMBED- MENT 1/4" MAX. ANCHOR PLATE AT EVERY ANCHOR LOCATION DAYLIGHT OPENING HEIGHT EXTERIOR a. 114" MAX. GROUT AS NEEDED,SEE ANCHOR NOTE 5, SHEET 1 DETAIL E2 INTO WOOD 2X WOOD BUCKSTRIP OR TYP ANCHOR TYPE, EMBEDMENT FRAMING, SEE ANCHOR AND EDGE DISTANCE PER NOTE 3, SHEET 1 SUBSTRATE, SEE TABLE A, SHEET - EDGE I-.-- 1 & NOTE 3, THIS SHEET 1 DISTANCE I I 1/4" MAX. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 FOR LOCKSTILES, ASTRAGALS, FIXED STILES HORIZONTAL RAILS FRAME HEIGHTHTH'.-.EffrNm6. sEE ExrEl n 2s 8 EMBEDMENT DETAIL E3 INTO MASONRY CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE MENT 1/4" MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, THIS SHEET DETAIL E4 INTO METAL DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE A. SHEET 1 EDGE DISTANCE EMBEDMENT IW' MAX TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A,'SHEET 1 & NOTE 3, THIS SHEET DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. REFER TO ANCHOR NOTES. SHEET 1. _ _ —3)—SEE—SHEETS-1-1 & 12 FOR ANCHOR LOCATION & SPACING, #8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. (FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS. 6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT SILL RISER LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR , EXACT DIMENSIONS. DLO WIDTH = NOM. PANEL WIDTH -B-9/16" DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT - 2-1/2" 390 F� ,390 -7}—+i I I 2.9147 3.484 2.370 14.041 L L .060 .060 PRODUCT REVISED as complying with the Florida Building Code nIOA-No. 17-0420.06 Expiration Date 04/14/2021 SILL SER SILL SER as (4-1/16""ITOTAL as (4-518"�TOTAL LYNN�� SILL HEIGHT) SILL HEIGHT) EMBED- ' EMBEDMENT EDGE a DISTANCWTYPANCHI NG. 58705 MENT 4 VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 •EDGE f TYP•i4NCHORTYPE, RTYPE, c INSTALLATION, VERTICAL X-SECT.& JROSOWSKI ;phi yZ ;TQ DISTANCE EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEOMENTAND ® �0._ STATE OF tv�` EDGE DISTANCE FRAMING, SEE ANCHOR EDGE DISTANCE COPYRIGHTe2017 PGTINDUSTR1E!%WM a NO CHANGES THIS SHEET. OV05117 C�` c�0RIDP,.•' CONCRETE/CMU PER SUBSTRATE, NOTE 3, SHEET 1 PER SUBSTRATE, ALL RIGHTS RESERVED �',ss '""• G�.� PER ANCHOR DETAILF1 SEE TABLE A, DETAILF SEE TABLE A, 1070 TECHNOLOGY DR ��° ,,,0NAL{EN\\ REQUIREMENT INTO MASONRY SHEET 1 &NOTE 3, INTO WOOD SHEET 1 &NOTE 3, N. VENICE, )-48 FL 34275 0 THIS SHEET THIS SHEET (941}480-1600SGD-5570 NTS $ 40F21 c MD-5570.0 �$ A ALYNNeM�ER,P.E. 1/4" MAX. 1 L VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7 & 6. 390 r—'390 -, A2SHOWN 73 I LSO823 2.887 1.917 .060 2-1/2" = TOTAL .060 1 =— SILL HEIGHT SILL RISER az(2-1/2"TOTAL SILL RISER O(3-1/2"TOTAL SILL HEIGHT) SILL HEIGHT) L • WTID, 18.5. O.C. B \(4) THRU KEEPER Q MAX // 3.5.O.C.. SEE SHEET 19 EXT�E7RIOR \ \ v 135• DETAIL G1 135' I 2 Off® ODD .a DETAIL 135' OUTSIDE CORNER I-����If�^l ♦ ��` 1I iiiC�L"Ll�:f�Y7M t� I � r� �. F ® • 1 ■ NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES i & 2. ����•, 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. �.�`1L pNY.LYNN VINYL SLIDING GLASS DOOR NOA (LM) c 10/05/15 CORNER ASTRAGAL HORIZ. X�ECT.� J ROSOWSKI No.58705 •�'= - r u - ® . _1 lkf; . MPYRIGHT02017 PGTWMJU 6,INC NO CHANGES THIS SHEET. E a 04/05/17 C�` •'•s�<70RIDP,.•' • C� 107-ALL RIGHTS RESERVED 0 TECHNOLOGY DR aNAL N. VENICE, FL 34275 ING� (941 }480-1800 CERT. OF AM. K6296 SGD-5570 NTS 5 OF 21 o? MD-5570.0 �z A A. LYNN MILLER. P.E. P.E.f✓'•58705 DETAIL 11 OPTIONAL NON- „. iNro MAsoNRv STRUCTURAL ANCHORS FOR t 4 INTERIOR POCKET i R 21 22 JAMB ,. 91 28 RO. 33 INTERIOR POCKETS MUST SEE FIG 1. rHls SHEET 30 INCLUDE A NON-STRUCTURAL, 10 FRAME JAMB TO REDUCE THE + POSSIBILITY OF WATER INFILTRATION. 21 1W' MAX. 18 POCKET BY OTHERS, SEE NOTE 6 BELOW. DETAIL 12 IMO MASONRY EDGE TYP. ANCHOR TYPE, EMBEDMENT DISTANCE, - AND EDGE DISTANCE PER 1 SUBSTRATE, SEE TABLE A, SHEET & NOTE 3, BELOW • ° ,T EMBEDMENT I• t •i OPT. + . ANCHOR TYP. ANCHOR TYPE, EMBEDMENT°+ EXTERIOR CONCRETE/CMU PER ANCHOR AND EDGE DISTANCE PER EDGE — DISTANCE REQUIREMENT SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW INTERIOR POCKET—_'_ - METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; ANCHOR LENGTH TO BE A MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE DETAIL 13 INTO METAL EMBEDMEN1 EXTERIOR POCKET EXTERIOR 1/4” MAX. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET.1 & NOTE 3, BELOW 4CHOR NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEET 13 FOR ANCHOR LOCATION & SPACING, FORANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 5) INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 6) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EMBEDMENT 1/4" MAX. SEE FIG 1, THIS SHEET "E r - I �vk — �zr__ Iffiffill N. VENICE. FL 34276 CONCRETE/CMU PER ANCHOR REQUIREMENT FOR DOOR HEIGHTS 96" AND LESS: OPT. ANCHOR 31 q 17 OPT. c� FOR OR HEIGHTS OVER 96" 21.9" MAX. O.C. EDGE 2X WOOD BUCKSTRIP OR PRODUCT REVISED FRAMING, SEE ANCHOR as complying with the Florida DISTANCECNOTE SHEET 1 Building Code NOA-No. 17-0420.06 _<Z� ;T. ANCHOR I Ezpl--ion Date 04/14/2021 Qe L DETAIL 14 �q c INTO WOOD mu 20 27 EXTERIOR EXTERIOR POCKET ;`�\C�`.N�c .rvs��1! A• :: No. 58705 F VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 P-HOOK EXAMPLES, HORIZ XSECT. m J ROSOWSKI� O'. S o NO. NO CHANGES THIS SHEET. 04/06117 L� At o: //IIIII1+11 IJI.NN MILLER SGD-5570 NTS 6OF21 0$ MD-6570.0 q A ALYPE115 05PE 4. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height Glass Types 1, 1A, 3 or 3A 80. 84' 96" 68-15/18" DLO Height 72-15M V DLO Height 84-15116' DLO Height Astragal Reinforcement #29 Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 or #26 Sid. Interlock Reinforcement #27 A B I C I D A I B I C ED- A I B I C I D Design Pressure +60/-60psf +60/-60psf +60/-60psf 191/8" HeadfSiil C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 1 C3+1 C3+1 C3+1 C3+1 C3+1 24° DLO Width Jamb 5 5 5 5 5 5 5 5 ' 5 6 5 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60 / •60 psf +60 / -60 of +60/ -60 psf 25.118"lHead/SUI C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 30" DLO5 Width 5 5 5 5 5 5 5 5 5 5 5 t o 7 7 7 7 7 7 7 7 8 e 8 8 +60/-60psf +60/-60psf +60/-60psf c 31-1/e'C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 36' DLO6 Width-oo 5 5 5 5 5 55 5 5 5 5 7 7 1 7 7 7 7 1 7 7 8 8 8 8 0 Design Pressure +60/-60psf +60/-60psf +60/-60psf _ -- -42" 37-118° __ Head/Sill- C3+1 C3+1 I C3+1 C3+1 C3+1- C3+1 C3+1 1 C3+1 C3+1 C3+1 I C3+1 1 C3+1 DLO Width Jamb 5 5 5 5 1 5 5 5 5 5 5 5 b P-hook 7 1 7 1 7 7 7 7 7 1 7 8 181 8 8 DesfgnPressure +60/-60psf +60/-60psf +60/-60psf 43-1/8" HeadfSlll C3+2 a+1 M C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 46' DLO Width Jamb 5 5 5 5 5 6 5 5 5 5 6 5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 USED IN EXAMPLE ON SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 AND TABLE 131 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2, 3 AND 4.TRACK CONFIGURATIONS. 5) REFER TO ANCHOR NOTES, SHEET 1. 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A. �SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE / CONSIDERED, SEE TABLE B1, THIS SHEET. f # OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS — CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. TARI C R•I Water•Llmlted (+) Design Pressure Sill Riser Nom. Sill Height Max. (+) DP Allowed None 1-11/16' See Note 2 42 2-112" +38.7 psf 43 3-112" +60.0 psf 44 4-1116" +60.0 psf 1 45 14518° +60.0 psf j�T- IGHT02D77 PGTINDSIGTMES. FL 34275 FIG 1: = DOORASSEMBLIES O INSTALLED WHERE THE Lu OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN y 0 THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16' DLO HEIGHT = DOOR HEIGHT-11-1/16' PANEL HEIGHT = DOOR HEIGHT - 2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 DP & ANCHOR QUANTITY TABLE m J ROSOWSKI NO CHANGES THIS SHEET.3 04/05/17 SGD-5570111 NTS 111 7 OF 21 o f MD-5570.0 11z A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration onto 0411412021 `�tilnui/r/r ��•�` ANY IYNN/�''•,, O ' sTZE. 16NAL tE",;•�, A. LYNN MILLER, P.E. P.EC58705 Design Pressure (DP) and Anchor Quantities Required, (for a6 approied configurations on Sheet 2) Use this table for: Door Unit Height Glass Types 2 or 4 80" 84' 96" 108" 120' 68-15/16' DLO Height 72-15116' DLO Height 84-15/18' DLO Height 96-15/16° DLO Height 108-15116' DLO Height Astragal Reinforcement #29 Anchor Group . Anchor Group Anchor Group Anchor Group Anchor Group Lockstile Reinforcement #25 q I B I C D A I B C D A I B I C I D A 8 C D A B 1 C D HD Interlock Reinforcement #28 Design Pressure +100/-100psf +100/-100psf +100/400psf +601,-65psf +60/-65psf 19-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 05+1 C3+1 I C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 24° DLO Jamb 5 5 5 5 1 5 5 5 5 5 5 5 5 6 1 6 6 6 6 6 6 6 Width P-(took 7 7 7 7 1 7 7 7 7 8 18 8 1 B 9 1 9 1 9 9 10 10 10 10 Design Pressure +100/-100ps11 +100/-100psf +100/-100psf +60/-65ps1 +60/-65psf 251/8" Head/SIII C5+1 1 C3+1 C3+1 C3+1 I C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 I C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 30" DLO Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 to. 10 Design Pressure +100/400ps1 +100/-100psf t100/-loops( +60/-65PSI` +60/-65psf 31-1/8' Head/S➢I C5+2M711 C3+1 C5+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 CS+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 36" DLO Jamb 55 5 5 6 5 - 5 5 7 5 6 6 6 6 6 6 6 6 Width F P-hook 77 7 7 7 7 8 8 8 8 9 9 9 1 9 10 10 10 1 10 OesignPressure +100/-loopsf +100/400psf +f00/-f00psf +60/_ psf +01--65psf 37-1/B° Head/Sill -- C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5F2 C5+2 C5+2 C3+1 C5=16. C5+1 C5+1 C5+1 C3+1 i 42°- DLO Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 7 8 Widlh P-hook 7 7 7 7 7 7 7 7 B B 8 8 9 10 10 10 10 zDesign Pressure +100/-100psf +100/-100psf +92/-92psf' +60/_65psf +60/-65psf 431l8° Head/Sill C5+2 C5+2 C5+2 C3+2 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2M99 C3+1 CS+2 C5+1 CS+2 C3+1 48" DLO Jamb5 5 7 6 5 5 MC5+2C3+2C5+2 5 5 6 8 6 1 WidthP-hook 7 7 7 7 7 7 8 6 9 9 99 10 10 10 10 Design Pressure +80 /.60 psf +80/ -80 psf +80 /.80 psf +60 / 65 psf +54, f / -50.7 psf 49-1/8" Head/S01 C5+2 C3+2 CS+2 C3+2 C5+2 C3+2 C5+2 1 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 105+2 54" DLO Jamb 5 6 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width P-hook 7 7 7 7 7 7 7 7 8 1 8 8 8 9 9 9 9 .10 10 10 1 10 Design Pressure +80 / -80 psf +80/-60 psf +80 /-80 psf +59. f / -64 psf +49.6 / --IW3.7 psf 55-1/8" Head/SIII C5+3 C3+2 C5+3 I C3+2 C5+3 C3+2 CS+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 I C5+2 C5+2 C5+2 C5+2 C5+2 60. DLO Jamb 5 5 6 b b 5 7 5 5 5 8 5 6 6 8 6 6 6 8 8 Width P-hook 7 7 7 1 7 1 7 7 1 7 1 7 8 1 8 8 1 8 9 9 9 9 10 10 10 10 - +r-'I uu.0 YJI• ruff kuld"rium umuut•O O, u * u. TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 AND TABLE B2 DETERMINES THE WATER LIMITED (+) DP. 2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 2 MAY BE USED. COPYwcxrosm� ParlrrousrwEs, 3) SEE SILL RISER TYPES ON SHEET 4. 4) SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. atwolirsaESEavEo 1070TECHNOLOGY DR 5) REFER TO ANCHOR NOTES, SHEET 1. N. VENICE, FL 34275 6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING AU100 RT. O OF M /29298 CERT. ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, /SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUSTALSO BE ��CONSIDERED, SEE TABLE B2, THIS SHEET. -x OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK, PERPENDICULAR TO THE GLASS. FIG 1: DOOR ASSEMBLIES INSTALCED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. TART F R'j- Water.Limited (+) Design Pressure Sill Riser Nom. SIII Height Max. (+) DP Allowed None 1-11/16" See Note 2 42 2.1/T' +38.7lost 43 3.1/2' +60.0 psi 44 4-1/16 +80.0 psf 45 4-518" +100.0 psf DLO WIDTH = NOM. PANEL WIDTH - 8-9116' DLO HEIGHT = DOOR HEIGHT-11-1/16" PANEL HEIGHT = DOOR HEIGHT-2-1/2" VINYL SLIDING GLASS DOOR NOA (LM) DP & ANCHOR QUANTITY TABLE 1A all J ROSOWSKI NO CHANGES THIS SHEET. 04/05/17 SGD-5570111 NTS NI 8 OF 21 I'll MD-5570.0 16ll A PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04114/2021 NY LYNN,*.,,� �. ............ %CENS' . CIF` No.58705 *� ���� STA Eg �'•((�� SS, ...... 0NAL A. LYNN MILLER, P.E EXAMPLE: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - PXXX, INTERIOR MOUNT POCKET, 48" X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP A IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +48.21-58.6 PSF OPT. ANCHC TO AID ALIGNMEA EXTI C POCKET BY OTHERS.SEE NOTE 6, SHEET 6 _RIOR POCKETBY OTHERS;SEE NOTE 8, AME JAMB REQUIRED INTERIOR POCKETS SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED INFIELD AS NEEDED TO ALIGN THE HEAD OR SILL IF SPLICE OCCURS IMTHIN A POCKET. 4 ,D SPLICE INTERIOR CENTERLINE OFlNTERLOCK CENTERLINE MAX. [--OFPANELi •+2' (ANCHORAGE, SHEETI2 .03'CLUSTER, _/ SHEET 12 SEE POCKET JAMB INSTALLATION ON SHEET 6 4 L SPLICE INTERIOR 8' CENTERLINE MAX. �OFPANEL i CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK ANCHOR INFORMATION. CENTERLINE CENTERLINE OF PANEL �_OFPANEL3 z5.3l8' MAX 6• +2' ANCHORAGE, MAX. SHEET 12 END ANCHORAGE EXTERIOR (MIN. I ANCHOR) lu HEAD ANCHORAGE DETAILS PM (3-TRACK) CENTERLINE CENTERLNE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OFINTERLOCK ANCHORINFORMATION. CENTERLINE �L`CENTERLWE r �_ OFPANEL2 �`OFPANEL3 •+2- SHEET •42" ANCHORAGE, •425-31t1' MAX .-ANCHORAGE, SHEET"+2"ANCHORAGE, MAX. • SHEETII C3'CLUST SHEET II 'C3"CLUSTER, EXTERIOR 12'MAX 21.6" FRAME JAMB 11 SEE POCKET JAMB 11 SHEET 11 ENO ANCHORAGE (MIN.•1 ANCHOR) V MAX REQUIRED® INSTALLATION ON SILL ANCHORAGE DETAILS O.C. INTERIOR POCKETS SHEET6 PXXX (3-TRACK) PRODUCT REVISED 1) KNOWING THE PRODUCT'S REQUIREMENTS, SCAN THROUGH TABLES 1 & 2 ea complycing with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building ode +48.2t-58.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 1, SHEET 7, THE END PANEL ANCHOR EXCEPTION: NOA-No. 17-0420.06 DESIGN PRESSURE IS +60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date 04/14/2021 PRESSURE REQUIREMENTS. TO BE 25-3/8 D.C. OR LESS By FOR WOOD INSTALLATION USING ANY I Head/SQI "I C3+2 miamt-Da roduet control ANCHOR IN GROUP A (SEE TABLE A), TABLE I Jamb 5 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 7 2) ANCHOR LOCATION DETAILS, CAN BE FOUND ON: 6' MAX HEAD (CLUSTER ANCHORS): SHEET 12 FOR THE "C3" CLUSTER ANCHORS AT CENTERLINE OF END PANEL 1 11 6'tJAX_ THE INTERLOCK/ASTRAGAL. FOR SILL (SHOWN) AND HEAD, ANCHORS AT THE OPT. ANCHOR TO AID IN HEAD (INTERMEDIATE ANCHORS): SHEET 12 FOR THE "+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER t t I I I I I I I11j P-HOOK JAMB SILL (CLUSTER ANCHORS): SHEET 11 FOR THE "C3" CLUSTER ANCHORS AT 25-3/8", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: \111 ANCHORAGE ANCHORAGE THE INTERLOCKIASTRAGAL. "+2 �`ON�LENSNM SILL (INTERMEDIATE ANCHORS): SHEET 11 FOR THE ANCHORS AT THE DETAILS DETAILS MIDSPAN OF EACH PANEL. JAMB: 5 ANCHORS, SHEET 13 FOR GEN. LAYOUT. VINYL SLIDING GLASS DOOR NOA (LM) 10/06/15 , _ * ; No. 58705 _ FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT P-HOOK: 7 ANCHORS, SHEET 13 FOR GENERAL LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI ' ti 1 /$ G = �O /OF LOCATIONS OF CROSS-SECTION DRAWINGS. (441 '•• A ` B) SHEET 10 FOR SPECIFIC GLAZING TYPES. 3) INSTALLATION DETAILS INTO WOOD CAN co �Rlorriala rtPaeseAWv owes, INC. 0 c NO CHANGES THIS SHEET, 04/05/17 :���i4 ••!PLORiOP.•'"N C) SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: 1070 TECHNOLOGY DR �� S/ gill �NAI D SHEETS 4 & 18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD & SILL: SHEET 4 N. FL 275 1I 1 I I 1 E) SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB• SHEET 3 ( 941)- 80-16 0ENICE, SGD-5570 NTS 9 OF 21 MD-5570.0 ax" A A LYPNF-M587FB5 F) SHEET 21 FOR A BILL OF MATERIALS, p-HOOK: SHEET 6 CERT. OFAUiH.1121PBa 1-1/16" NOM. 3/16- HS GLASS 3116""/H GLASS 3116""/HS GLASS 3/16'/HS GLASS- 3/16" ANN GLASS 75 76 .090" PVB .ow PVB ,090" SG 7/16" AIR SPACE — 77 78 3/16" ANN GLASS PAINTED/ 3116' HS GLASS PAINTEDI 3116" H9 GLASS '3/16" T GLASS LAMINATED /�' LAMINATED PAINTED! PAINTED/ OBoo e1 SURFACE 80 0 et // SURFACE flo oR et //��LAMINATED 8z R a3 ///���'''LAMINATED O _ _ Y O _ _ SURFACE SURFACE a EXTERIOR I- - - a EXTERIOR I� a EXTERIOR I- (t'I EXTERIOR PRODUCT IS "EXTERIOR- I \ I PRODUCT IS "EXTERIOR I I PRODUCT IS "EXTERIOR- I \ I PRODUrrCT IS'EXTERIOR GLAZED" IF#80.81 IS 7/8" NOM. GLAZED•IF #80.81 IS 7/8' NCM. GLAZED' IF #80-61 IS 718" NOM. GLAZED° IF #82-831S I 7X' NOM. TOWARDS THE EXTERIOR. O GLASS TOWARDS THE EXTFJ210R I D I GAS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR I D I GLASS BITE I BITE I I BITE I BITE a INTERIOR I a INTEROR I a INTERIOR I a INTERIOR I PRODUCT IS °INTERIOR I PRODUCT IS -INTERIOR- I PRODUCT IS "INTERIOR- 'I I PRODUCT IS "INTERIOR- I I WARDS THE•81 ISINTERIOR. I 79 GLAZED* IF TOWARDS THE NITIERIOR I 78 TOWARDS GLAZED' IFTHEI INTERIOR I 79 TOWARDS THE INTGLAZED' IF #82-83 IERIOR I 76 - I I I 86 88 SEE 85 NOTE2, SEE NQTE2 SEE NOTE 2a5 . SEE NOTE 2, THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 -ANN" = ANNEALED "HS"= HEAT STRENGTHENED SILICONE Hor-MELT Burn- -r = TEMPERED STRUCTURAL 1-1l16" NOM. 1-1/16 NOM. "PVB" = .090" TROSIFOL® PVB INTERLAYER SILICONE 3/16' HS GLASS 3116' HS GLASS BY KURARAY AMERICA, INC. STRUCTURAL1/4' NamWITH FOAM 3l16' NOM. 'SG" _ .090" SENTRYGLAS® INTERLAYER POLYISOBUTYLENE .090'PVB .090"SG BY KURARAYAMERICA, INC. WITH: DESICCANT DESICCANT 3/16' HS GLASS 75 78 3116° HS GLASS 75 >e EXT. GLASS EXT. GLASS 7/16°AIR SPACE 77 78 7/1WAIR SPACE 77 76 3/16 T GLASS 3116' T GLASS PRODUCT REVISED as complying with the Florida PAINTED! PAINTED/ Building Code OO 83 LAMINATED e2 D 83 LAMINATED NOA-No. 17-0420.06 SURFACE SURFACE Expirati— Date 04/1412021 INT. GLASS INT. GLASS (7'7 EXTERIOR i Gj EXTERIOR PRODUCT IS 'EXTERIOR- I \ PRODUCT IS'EXTERIOR- \ By 76 KODISPACE 76 SUPER I Mlaml- ad induct Control GLAZED' IF #82-8315 7/8° NOM. GLAZED' IF #82-83I5 I 7/8' NOM. . TOWARDS THE EXTERIOR I O I GLASS TOWARDS THE EXTERIOR I O I GLASS 4SG TPS SPACERO NXT I I BITE I BITE a INTERIOR I a INTERIOR ALUMINUM PRODUCT IS'INTERIOR- I I PRODUCT IS'INTERIOR- REINFORCEMENT POLYISO- DESICCANT FILL AREA TOWARDS HE INTERIOR I 70 TOWARDS THE63IS I I 79 BUTYLENE a 5/16" NOM. I I 5/16' NOM. SEAL ee fla BUTYL$ SILICONESEAL SEE NOTE 2, SEE NOTE DESICCANT ROLL -FORMED THIS SHEET THIS SHEET FOAM STAINLESS STEM GLASS TYPE 3A GLASS TYPE 4 EXf, GLASS NOTES: EXT. GLASS 1) BACKBEDDING SURFACES SHALL : •.F� NOT BE PAINTED OR LAMINATED. ti VINYL SLIDING GLASS DOOR NOA (LM) 4 10/05/15 = No. 58705 ' INT. GLAss INT. GLASS 2) PRODUCT MAY BE EITHER § GLAZING DETAILS J ROSOWSKI = 0 ;U a` INTERIOR OR EXTERIOR GLAZED, ® '�Q sT T6 oF� ' ® TM PROVIDED THAT THE"HS"SURFACE COPYRGNf62f17PQTINWSTRE9,RJC NOCHANGESTHISSHEET. �0 04/05/17 %n+'•. 4/. 77 DURASEAL 78 XL EDGE OF A LAMINATED GLAZING UNIT IS Au.RloHrsRESERveo ' F '-.!'<OR10P.•'• \��` SPACER 0 SPACER ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY Dft N. VENICE, FL 34275 7//11 I I I1t� ERT.O A MI0200 SGD-5570 a NTS 10OF21 jz MD-5570,0 k A A LYNN �ILLER PE CERT. OF AU1H. H29tBfl h P.EJk 68705 SILL CLUSTER ANCHORS LAYOUT: ASTRAGAL OR INTERLOCK CENTERLINE 4n o EXTERIOR 2-TRACK CLUSTER"C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK 4" CENTERINE 0 EXTERIOR 3.22" ID 3-TRACKCLUSTER'C3' ANCHORLOCATIONS ASTRAGALOR- INTERLOCK — CENTERLINE 4° EXTERIOR 3.22" v 4-TRACK CLUSTER 'C3' ANCHOR LOCATIONS ASTRAGAL OR INTERLOCK CENTERLINE 4n o 0 EXTERIOR 2-TRACK CLUSTER"C5' ANCHOR LOCATIONS ASTRAGALOR INTERLOCK CENTERLINE 4s 0 o EXTERIOR 3.22" ID 3-TRACK CLUSTER "CT ANCHOR LOCATIONS -- ASTRAGAL"OR NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK -TO -TRACK F. DISTANCE IS 2.375" 8213,5" FOR ALL SILLS: FIGURES PERTAIN 70THE FOLLOWINGSILL CLUSTER ANCHOR LO CATIONS: 4-TRACK CLUSTER 'C5' ANCHOR LOCATIONS SILL "+" INTERMEDIATE ANCHORS LAYOUT: PANEL CENTERLINE P��- EXTERIOR 15 2-TRACK INTERMEDIATE '+1' ANCHOR LOCATION PANEL CENTERLINE WEERIOR v 3-TRACK INTERMENATE '-"ANCHOR LOCATION PANEL CENTERLINE 0 EXTTTE IIOR 4-TRACK INTERMEDIATE -+l' ANCHOR LOCATION PANEL CENTERLINE 4" EXTERIOR 15 2-TRACK INTERMEDIATE .+2'ANCHORLOCATIONS PANEL PANEL CENTERLINE ERI EXTOR 4-TRACK INTERMEDIATE ^+Y ANCHOR LOCATIONS CENTERLINE PANEL CENTERLINE 4" EXTERIOR v 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATIONS PALL CENTERLINE 4" EXTERIOR —►•'I 3.22" ID 3-TRACK INTERMEDIATE +3' ANCHOR LOCATIONS PANEL CENTERLINE 4„ EXTTER ID 3.22" `D 4-TRACK INTERMEDIATE "+3' ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BAS D ON MINIMUM ALLOWED. 2) TRACK -TO TRACK DISTANCE IS 2.375' 2.375 FORALLSILLS: � F� t VINYL SLIDING GLASS DOOR NOA (LM) Iml 1010511E ANCHOR LOCATIONS A J.- J ROSOWSKI -T0202r PGTINOUSTRIES. WG z NO CHANGES THIS SHEET: 1ai 1 04/05117 1070 TECHNOLOGY DR 11ki �� N. VENICE, FL 34275 (841)480-1600 8 SGD-5570 NTS s 11 OF 21 >3 MD-5570.0 PRODUCT REVISED as complying with the Florida 8.11ding Code NOA-No. 17-0420.06 Expiration Date 04/1412021 "t1111IIIII/1" `.`SON.. LYNN.jk" '� .•' �\CENSLc .1 No.5870.5 ;0�.• SATE OF Al S 'd' 1ONA t LENG A. LYNN MILLER, P.E. P.9-4 0705 HEAD CLUSTER ANCHORS LAYOUT: HEADY' INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL INTERLOCH 4'r INTERLOCK 4• CENTERLINE CENTERLINE 4" CENTERLINE 4- CENTERLINE CENTERLINE 7 /1-1 —1 . 2 EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22 EXTERIOR 3,22" EXTERIOR 3.22" ('j n 2-TRACKCLUSTER'C3' IG 2-TRACK CLUSTER'CS• 2-TRACK INTERMEDIATE V 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS '+1' ANCHOR LOCATION '-2'ANCHOR LOCATIONS '+3" ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK CENTERLINE 4" CENTERLINE 4' EXTERIOR 3.22" EXTERIOR —r+ 3.22" ID 3-TRACKCLUSTER'C3' 3-TRACK CLUSTER'CS' ANCHOR LOCATIONS ANCHOR LOCATIONS -' ASTRAGAL OR _ASTRAGAL"Oft INTERLOCK y INTERLOCK —� CENTERLINE / 4" CENTERLINE 4,/� EXT �tE -7R IOR 3,22• EXT�IE''Ryli �/ 4-TRACK CLUSTER •C3'ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCE IS 2.375" t2.375. FOR ALL HEADS: 4-TRACK CLUSTER -CS -ANCHOR LOCATIONS PANEL CENTERLINE EXTERIOR ! L 3 TRACK INTERMEDIATE �/ '+1• ANCHOR LOCATION PANEL CENTERLINE 4.75" EXTERIOR I -I 3-TRACK INTERMEDIATE IJ '+2- ANCHOR LOCATIONS PANEL CENTERLINE 4" EXTERIOR J-L 3-TRACK INTERMEDIATE v •+3• ANCHOR LOCATIONS CENIT, IZ ,NE - I / 4" EXTERIOR r y 4-TRACKINTERMEDIATE'+3' v ANCHOR LOCATIONS NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) TRACK TO -TRACK DISTANCE IS 2.375" t2.376, FOR ALL'HEADS: ascomplyingREVISED the Florida \,�`�`pNY,�YNIy'r'�•,,l Building Code 't�'•' `tCENs ''��� NOA-No. 17-0420.06 C� 6 '•.,1� Expiration Data 04/14/2021 _ * t No. 58705 VINYL SLIDING GLASS DOOR NOA (LM) A 10/05/15 By = 0 Mla -Da roduct Control ANCHOR LOCATIONS B� J ROSOWSKI�,� ., sT Eo RKGHTB2017 PGT INDUSTRIES, INC. C NO CHANGES THIS SHEET. �& 04/05/1T 'F�ORIor;, G�?� ALL RIGHTS RESERVED �NAL lE��.` \ )70TECHNOLOGYDR N. VENICE, FL 34275 (841)-480-1600 SGD-5570 a NTS 120F21 j� MD-5570.0 j A A.LYNNMILLER, P.E P.EB.705 4-TRACK INTERMEDIATE 1+1' ANCHOR LOCATION PANEL CENTERLINE EXTERIOR �+ y 4-TRACK INTERMEDIATE'+Y v ANCHOR LOCATIONS MGEMM0 P-HOOK ANCHORS LAYOUT: g" JAMB ANCHORS LAYOUT, (PARTIAL VIEW): FIGURES PERTAIN TO THE POLLOVANG IAMB ANCHORLOCATIONS: — 2.375° 4,76" 7,125" MAX. 21.6" 21.8" He'WS11 C3+1 OPT.ANCHC TO AID ALIGNMEP. NOTES: 1) SEE TABLES 1 $ 2 FOR EXACT QUANTITY OF ANCHORS REQUIRED IN THE P-HOOK. a a HeadlSiii C3+1 Jamb 5 P-hook 7 21,8° MAX. ' � 6" AX. I 2 TRACK FRAME - - -I - --- JAMB WEEP NOTCHES R END @ 1" X .500" (3) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190°; (1) WEEP NOTCH EVERY 24" @ 1.375° X .tiDO" JAMB JAMB (4) WEEP NOTCHES PER END @ 1"X .500" ( SILL SILL . (e) TRACK WEEP HOLES � \� EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375"X.600" SILL WEEP HOLE LAYOUT (2, 3 & 4 TRACKS):j�T- 11 01 VINYL SLIDING GLASS DOOR NOA (LM) ANCHOR LOCATIONS C IGMTO]017 POT WOUeTR1ES, WC. � NO CHANGES THIS SHEET. N. VENICE, FL DR (5) WEEP NOTCHES PER END @ 1° X .500" (10) TRACK WEEP HOLES EVERY 24" @ 1.125" X .190"; (1) WEEP NOTCH EVERY 24" @ 1.375"X .500" JROSOWSKI NTS ICI 13OF21 loll MD-5570.0 PRODUCT REVISED as complylny with the Florida Building Code NOA-No. 17-0420.08 Expiration Date 04/7412021 LYNN P�'C�:•'tiGENSF �i�C�` . No. 58705 • P _-u �' Gi-�f �' 1� • a S/0NAL i��G`• A LYNN MILLER, P.E. P.El{58705 HEAD 90° CORNER CLUSTER ANCHORS LAYOUT: 4" I EXTERIOR 2-TRACK90'CORNER 'COANCHOR LOCATIONS �J (USE WHERE'C3' IS SPECIFIED) —rERiOR 3-TRACK 97 CORNER - 'C4'ANCHORLOCATIONS v (USE WHERE'CW IS SPECIFIED) 4" 4-TRACK 90' CORNER °CA°ANCHOR LOCATIONS (USE WHERE -CT IS SPECIFIED) Aw TO THE FOLLOWING W CORNER 90° Head/sill C 1 Jamb 5 P-hook 1 7 EXTERIOR V I EXTERIOR 2-7RACK 90' CORNER TWANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) 3-TRACK 90' CORNER 'OS'ANCHOR LOCATIONS • (USE WHERE -05' IS SPECIFIED) SILL 90° CORNER CLUSTER ANCHORS LAYOUT: / R R 1 4 I 2-TRACK 1 COfLNER EXTERIOR TO ANCHOR LOCATIONS (USE WHERE -C3' IS SPECIFIED) 3-TRACK 90' CORNER EXTERIOR 'C4'A.NCHOR LOCATIONS (USE WHERE Tr IS SPECIFIED) H H Fl R 1 4' 0 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90'CORNER EXTERIOR 'C6'ANCHOR LOCATIONS 'C4• ANCHOR LOCATIONS (USE WHERE'CS IS SPECIFIED) (USE WHERE °C9' IS SPECIFIED) NOTES: . 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. 3) TRACK -TO -TRACK GOPra DISTANCE IS 2.375" 2.375"V2.375- 10 FOR ALL HEADS AND SILLS: 1w 4" I 2-TRACK 80'CORNER EXTERIOR 'C6' ANCHOR LOCATIONS (USE WHERE'CS' IS SPECIFIED) FTIM 3-TRACK90'CORNER EXTERIOR 'C6' ANCHOR LOCATIONS V (USE WHERE'C5- IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWNG 90- CCRNERSI L ANCHOR LOCATIONS 90° HeadlSill 1 Jamb 5 P-look 7 PRODUCT REVISED as complying With the Florida Expiration Data ey LYNti T} : No. 53705 14 IF F C7%N ;-A!Tllll � S NG 4" 22 EXTERIOR 1/011VAL 4•TRACK80•CO '06 ANCHOR LOCATIONS (USE WHERE'C6' IS SPECIFIED) A. LYNN MILLER, P,E MEN 69705 VINYL SLIDING GLASS DOOR NOA (LM) S 10/05/1E ANCHOR LOCATIONS D11i� J ROSOWSKI j�n-TIGHrozatr PGrwousmEs,INC. a NO CHANGES THIS SHEET. JAM 104/06/17 ALL RIGHTS RE6ERyE0 7O TECHNOLOGY DR o N. VENICE, FL 34275 NTS ICI 14OF21 I9z'I MD-5570.0 HEAD 135° CORNER CLUSTER ANCHORS LAYOUT: SILL 135° CORNER CLUSTER ANCHORS LAYOUT: LLOVAN 13 PERT" N THE FOLLA N ANCHOR LO CORNER SILL ANCHOR LOGTlIXJS: 135' 4" . ° 4" 4" 4' � o 4.. °9 HeadlS(II C3 1 P1iIOR 3 22„ EXTERIOR EXTERIOR EXTERIOR ' ERIOR Jamb 5 Cny 4^ �L, 4" P-hook 7 2-TRACK 135' CORNER 2-TRACK 135-CORNER 2-TRACK 135' CORNER V 2-TRACK 1351 CORNER �J -C4' ANCHOR LOCATIONS 'C6' ANCHOR LOCATIONS "C4' ANCHOR LOCATIONS 'CB' ANCHOR LOCATIONS (USE WHERE "C3- IS SPECIFIED) (USE WHERE •CS IS SPECIFIED) (USE WHERE'C3' IS SPECIFIED) (USE WHERE-CU' IS SPECIFIED) NA 4" 4^ 4.. 4^ PRODUCT REVISED • 4" as com Iying with the Florida rTrR _Building Code — _ --- - — NOA—No. 17=0420.06 4^Expiration Date 04/14/2021 R EXTERIOR EXTERIORBY v 3.22" 3 22" '�5 ullaml-Da roduct Control 3-TRACK 133* CORNER 3-TRACK 135• CORNER 3-TRACK 135• CORNER 3-TRACK 135• CORNER 'C4' ANCHOR LOCATIONS 'CS' ANCHOR LOCATIONS •C4• ANCHOR LOCATIONS "C6" ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) (USE WHERE -CS' IS SPECIFIED) (USE WHERE -Cr IS SPECIFIED) (USE WHERE'CS' IS SPECIFIED) >\4" 4 4" 4" NY LYMAyr� �. ���P��.••'' �1cENSF �/�� . �'v _ EXTERIOR EXTERIOR '0�� •, P. TE O t. 3.22= ���� EXTERIOR EXTERIOR I� S s •..ORIDA - •' ��`� lu 4-TRACK 135' CORNER 4-TRACK 135' CORNER 4-TRACK 135• CORNER v 4.7RACK 135' CORNER 'i i s • • G �\ 'C4'ANCHOR LOCATIONS 'OB'ANCHOR LOCATIONS 'C-r ANCHOR LOCATIONS 'CV ANCHOR LOCATIONS /�NALIEC``�� (USE WHERE'C3'SSPECIFIED) (USE WHERE 'CSSSPECIFIED) (USE WHERE'C3' IS SPECIFIED) (USE WHERE 'CS' IS SPECIFIED) A. LYNN MILLER P.E. NOTES: REV 58705 FIGURES PERTAIN TO THE FOLLOWNG 137 CORNER 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA (LM) 0 10/05/15 135' 2) DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE SIMILAR FOR OUTSIDE (SHOWN) AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS EJ ROSOWSKI HeedISW C31 Jamb 5 3) TRACK -TO -TRACK COPYRIOHTB7017 PGTINOUSTRES,NC. d NO CHANGES THIS SHEET. ao 04/05/17 P-hook 7 DISTANCE IS2.375° [2.375, 2.375° ALLRGFiTSRESERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR a'a �� N. VENICE, FL 34275 It (941}480-1600 8 SGD-5570 NTS ' 15 OF 21 1$ MD-5570.0 9L A CERT.OF AUTH. I12929a r� HEAD SPLICE ANCHORS LAYOUT @ INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" EXTERIOR 1 3.22" lu 2-TRACK SPLICE 'C4' ANCHOR LOCATIONS (USE WHERE'C3" IS SPECIFIED) SPLICE LocATION 4.75" EXTERIOR 4- 3-TRACK SPLICE -C4' ANCHOR LOCATIONS- --- ---_ (USE WHERE "C3' IS SPECIFIED) 4.75" 4-TRACKSPUCE -C4' ANCHOR LOCATIONS (USE WHERE -CT IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWINGSPUCED HEAD ANCHOR LOCATIONS: F .1 1 Head/Sill C31 Jamb 1 5 P-hook 7 SPLIC LOCATION 4' EXTERIOR — 3.2T' l% 2-TRACKSPUCE ANCHOR LOCATIONS (USE WHERE'C5' IS SPECIFIED) SPLICE *3-22' LOCATIO EXTERK)R TI 3-TRACKSPUCE =C5' ANCHOR LOCATIONS ---- (USE WHERE 'CV IS SPECIFIED) rERiOR 3,22 V 4-TRACKSPLICE ANCHOR LOCATIONS (USE WHERE'C6" IS SPECIFIED) SILL SPLICE ANCHORS LAYOUT A- INTERLOCK OR ASTRAGAL: SPLICE LOCATION 4" ]I o EXTERIOR �I 2-TRACK SPLICE 5 'C4"ANCHORLOCATIONS (USE WHERE'C3' IS SPECIFIED) SPLICE LOCATION -4" 0 EXTERIOR -- n SPLICE ` 'C4•ANCHOR LOCATIONS (USE WHERE'C3' IS SPECIFIED) SPLI LOCATION 0 0 0 EXTERIOR 3.22" 4•TRACKSPLICE ID 'C4'ANCHOR LOCATIONS (USE WHERE-C3' IS SPECIFIED) NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2) ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. FOR SPLICES OCCURRING INSIDE OF A POCKET, SEE THE EXAMPLE ON SHEET 9. 3) TRACK -TO -TRACK DISTANCE IS 2.375" t2.375.W255' FOR ALL HEADS AND SILLS: 4) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SPLICE LOCATION 4". o 0 EXTERIOR 2-TRACK SPLICE °W ANCHOR LOCATIONS (USE WHERE'C6- IS SPECIFIED) FIGURES PERTAIN TO THE FOLLOWING SPLICED SILL ANCHOR LOCATIONS: Head/Sill C31 Jamb 5 P-hook 7 SPLICE LOCATION 4" PRODUCT REVISED ERIOR 4" es comp)ying with the Florid 3-TRACKSPUCE �ding-Code 'CB' ANCHOR LOCATIONS NOA-No. 17-0420.06 (USE WHERE 'CS' IS SPECIFIED) Expiration Date 04/14/2021 SPLICE LOCATION 4„ 0 0 0 EXTIE'TRIOR 3.22' �.��NYILYNr��''• 1 y 4-TRACKSPLICE �� •`�0.,..• ..r�'�J�� i v-CB'ANCHOR LOCATIONS t,ICEN,ge •., (� �� (USE WHERE-05- IS SPECIFIED) Q•; y r No.58705 •'•NORIDP,. fit ON A. LYNN MILLER, P.E. P.E1l 58705 FL 34276 VINYL SLIDING GLASS DOOR NOA (LM) 10/0511( ANCHOR LOCATIONS F 118,11 ROSOWSKI 1�1 NO CHANGES THIS SHEET. 14N104105117 1 NITS 121 16 OF 21 1921 MO-5570.0 PANEL'S RIGHT STILE TYPE PANEL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL OASTRAGAL ASTRAGAL o�RRAGAL ASTRAGAL INTERIOR OR INTERLOCK OUT INTERLOCK IN STILE W/HANDLE BOX OUT BOX IN RECEIVER RECEIVER RECEIVER • RECEIVER EXTERIOR GLAZED SINGLE INTERLOCK E F PP K L L TC TA TV TIN OUT (I'm=1 moxu0 SINGLE IMERLOCK [,� H A C C SC SA C 1 � S C 1 /�7', LU IN O I IO=-M 0=" V V V Y FIXED STILE RR R Smoxom S FC / e D r C V F !/ w LOCKSTILE D J J -•� W/HANDLE (8azotrp (eox�ro f ASTRAGAL BOX OUT LR T I I �j � rearotn3 roaxo x ASTRAGAL 1V T U LU —I ----- _(n_ BOX IN — _____ ox ____ —(Sox —' °M G ASTRAGAL CT CS CF W RECEIVER Z ASTRAGAL AT A6�c DF a RECEIVER OITRAGAI AST � /T 1/ 1 /C SF V V 1, V RECEIVER IN. 135- ASTRAGAL 1 /I /T I/'/ V V I�/ S WF RECEIVER LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. PANEL NOTES: 1) SEE DP/ANCHOR TABLES 1 & 2, SHEETS 7-8 FOR PANEL SIZES & DESIGN PRESSURE. 2) PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. 3) MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60'. 4) PANEL TYPE MAYBE EITHER EXTERIOR (STANDARD) OR INTERIOR GLAZED, BOTH TYPES QUALIFIED BY THIS APPROVAL, SEE DETAILS SHEET 10. SCREEN PANEL TYPES DOUBLE DOUBLE C y— ASTRAGAL _INTERLOCK DOUBLE mLOCKSTILE .� INTERLOCK JLOCKSTILE ��••----�� ��----��-- �1`�/vw�.9__.L_ ASTRAGAL S® SINGLE 11- z1DOUBLE INTERLOCK INTERLOCK DOUBLE F r 1 A INTERLOCK N-•7Yi^^^^^l'L-J LOCKSTILE V ASTRAGAL LOCKSTILE DS DOUBLE SINGLE INTERLOCK INTERLOCK VINYL SLIDING GLASS DOOR NOA (LM) 10/05115 PANEL TYPES J ROSOWSKI Fff'.IGHT02017 PGTINDUSMES.0/G u� NO CHANGES THIS SHEET. M1 04/05/17 D70 TECHNOLOGY DR Ipj Idol N. VENICE, FL 34276 ICI �s (841)480-1600IIISGD-5570111 NTS 111 17OF21 €9MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date 04/14/2021 LYNN�i oc N0. 58705 O� STATE OF �s70lYAL 7//111111110 A LYNN MILLER, P.E. P." 58705 5.875 10.635 100 r 291 540 ,125 r - .550 1 061 � .762 0 16 1.812 B ZMESCREW J- ❑ 1 a®�®ram-�1® r� Il 1.681 os2 s3a ]jN�'TE 1.s2e I .- 100 6 7QCO ANCHOR PLATE Q9 TRACK INSERT 10 INTERLOCK POCKET 5.178 O1 2 TRACK HEADMAMB © 4 TRACK SILL 1.000 252 231 060 -` 2.060 .100 - , 8.250 1.613 7�- � ^j-7 8.250 -� � 1.435 �+---►•{ .082 � T .080 O�O �� 1 100 -1 949 � f r�v� 1.9I83 O .100 1.8i13 6 p oO 1.681 ]- ��.062 TRACK .060 _L �����- d BOTTOM SUPPO TAIL 1© CUTER SILL 13 COVER 1© P•HOOK ADAPTOR 18 P•HOOK Q3 3 TRACK HEAD/JAMB ® 3 TRACK SILL 125 0.625 5.875 - j 540 540 .2913.000 06 � 22076Ef6 �� 2.141 +i 1 626 .500 I-- 2.607 �-IT 06 IJ 0�300 oil o .100 0 8 • ram-.osz �--li--.os2 El 1.8113 p �0�77 01.681 7j'�EX .329 .100 �.__L dQ® Lal� 1S KEEPERED 0 KEEPER 0 BAR COVER BAR Q REINFORCEMENT ®3 FIXED PANEL CLIP (2J4 PLATE RCEMENT O5 4 TRACK HEAD/JAMB Q2 2 TRACK SILL 2.51� r� 2:838 -� - - - - 1 570 i-"----- --1.fi25. �_- _ _ 1 596 �_+_ - 1.59$ r- � .309 F t]IJ�I 1 3.483 7�' .125 2.696 � � .080 2.073rT-0E 9 ]2833 2.368 I 1 12.788 .400 2.768 T 4070 2.210 .090 75 4.835 4.279 .100 L ll 2.116 1 .300 2.025 1 IF 312 LIS 34 INTERIOR JAMB COVER .110 I-.- L•188-.I�,182 .120 I+-,182 �2.7 00 1.875 �- PRODUCT REVISED .120 2.291 I .100 as e..plyl.g with the Florida © AND STILE BOTTOM TIEOM © AND STILE TOP, BOTTOM TIEOM ©REINFORCEMENT, 8 REINFO CEMENT, REIN ORCEMENT NTERLOCK ADAPTER 31 ADA TER K Q ASTRAGAL ADD -ON QAND BOTTOM RAIL NOA-No. Cade 47-0420.06 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date04/1412021 REINFORCEMENT 3.328 3.345 ey - 3452 � NOTES: mlami-D o Product Control 1.472 - 919 1) SEE SHEET 4 FOR kM3.209 .060 3.713 -� 090 SILL RISERS. .125 3.345 2.175 .046 1.500 3.247 -�.060 2) SEE SHEET 20 .0709 .065 919 FOR SCREEN PARTS. .300 1.170 135° CORNER 135° CORNER 135" CORNER 135° CORNER 90° CORNER 90° CORNER 90° CORNER 3) ALL DIMENSIONS ASTRAGAL 38 PASSIVE MOUNT ASTRAGAL CAP, ®ERIOR NT ASTRAGAL CAP, ASTRAGAL 40 EXTERIOR CAP © INTERIOR CAP IN INCHES. ���`'`NYILYNlV .......... V1l ENSF' 912 210 .252 .173 •. �( I- VINYL SLIDING GLASS DOOR NOA (LM) 0.065 10/05115 Nn. 58705 1.281 .062 1.281 �1.261 e1261 1.281 EXTRUSIONS m JROSOWSKI fl �!` ®0 7116" 81 7/16' 62 83 1-1/16' I ®1-3116 COMB PGTINDU5TRIES, INC. NO CHANGES THIS SHEET. a 04/05/17 ��'• F<OR1OP. •' \�� SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ALL RIOM9 RESERVED i� S •..... C9`. 1N VENIHN,O 34275R fill ea ,'��S/ONgi 5� •\ (941)-480.1600 SGD5570 a NTS a 18 OF 21 3 d MD55700 g2 d A A LYNN MILLER,1 CERT, OF AUTN. P02" y ,� O� -.P•E1158705 (4) CLIP ANCHOR TYPE AS USED IN INSTALLATION, TABLE A, SHEET 1 93 (3) #10 X 1.5"SMS FIXED PANEI CLIP BAR COVER \ REINF. 8AR �B1 #8 X 1-1/4" SMS r. 1)INSTALL CLIP INTO PANEL STILE 2) INSTALL CLIP HEADER BLOCK TO AEADJAMB TO HEAD &SUBSINTO RATE,ME B ATTACHMENT & USING ATE, ASSEMBLY USING 4 INSTALL ONE BLOCK AADERINSTALLATION EACH INTERLOCK.00K ANCHORS, SEE AT ASTRAGAL, INSTALTABLE 1 ONE BLOCK THAT SPANS BOTH PANELS .Ioo;e 7 z3 FIXED PANEL CLIP INSTALL ONE CLIP AT THE 96 (2)1/4" h_J II II�Yf,' MIDSPAN OF EACH FIXED X 2-1/4" SMS PANEL -TO -FRAME JAMB LOCATION. #8 X 1" 90 \ SMS _ \\ JAMB TO / SILL ASSEMBLY \ / REINFORCEMENT PLATE ATTACH WITH #8 X 1-1/4" 4-PANEL, 2-TRACK n 9A-1n" RAAY n re - OXXX SHOWN .. X 2" (3) #8 X 1." SMS (4) THRU KEEPER @ MAX 3.5.O.C., SEE SHEET 19 LOCKING JAMB KEEPER TO JAMB ATTACHMENT PRODUCT REVISED as Complging with the Florida Building Code NOA-Mo. 17-0420.06 Expiration Date 04/14/2021 / INTERLOCK eo INTERLOCK CLIP COVER \ 11 1 INTERLOCK 24 REINF. PLATE (4) #10 X se "SMS INTERIOR NOTES EXTERIOR DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. r 2) SEE SHEETS 11 16 FOR ANCHOLOCATION & SPACING. %%1"',NY LYNN `. BOTTOM RAIL 9a #10X 11 2-1/2" SMS 3 S ) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED .` ��••• ....... 41j � SUPPORT AT ALL FRAME ANCHOR LOCATIONS. (2) #10 X 1"SMS VINYL SLIDING GLASS DOOR NOA (LM) 10/05/15 = •A. j• No. 5a705 - _ THROUGH SUPPORT, ez INTO PANELA PANEL #10 X ' ACCESSORIES INSTALLATION 4- J ROSOWSKI Z7. � � ' D �T S =Ao`• `- 93 ASSEMBLY INTERLOCK SILL RETAINER 1-1/2SMSaP PANEL CORNERS, c0pyA �GH7s sE�RVED Es, INC. e` CORRECTED #96 as 04/05/17 S� sTdTE dF ' �' • '��C�SS,�OR{DP,", R,% CLIP ATTACHMENT WELD 1070TECHNOLO INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N. VENICE, FL 342754275 (941)_480-1600 tSGD-5570 NTS1�1 19OF21 1991 MD-5570.0 �z A A.LYNNMILLER P.E, CERT. GP AUTH. p7'7BB P.E.A 58705 BOX SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE STANDARD SCREEN DETAILS: HORIZONTAL SECTION EXAMPLE 32 131 121 122 HORIZONTAL SECTION EXAMPLE toa HORIZONTAL SECTION Ll 1.081 �j I-.-1.081 taz EXAMPLE r- I I-j t 1.202 -r— - --- ------ - - ---- 1.778 1.778 ;935 - - - - - - - - - - - - - .875 p p --' -- .050 .045 875 r- 1.020 ^� FRAME SIDE RAIL, OSCREEN O t2o SCREEN t2t SCREEN 1z2 SCREEN OXO 1.993 1.993 1.874 J1— u� RAIL LATCH ADAPTER 062 L11 062 062 PRODUCT REVISED tDo BOX SCREEN tot BOX SCREEN toe BOX SCREEN as complying with the Florida TOP RAIL • BOTTOM RAIL SIDE RAIL Budding Code �L.-1 �,72$ NOA-No. 17-0420.06 127.765ill_43C5 Expiration Date 04/14/2021113 Na1.020 r- 1.593 1 373 tee 120 -��040 Miami -Da roduct Control lot � 123 SCREEN VIM'L 12a FRAME SILL SCREEN 0 2 oROor+Os 1.872 .055 1.�, 3 063 z �a ORO ADAPTER ADD -ON 0 11 tza ID? 062 I �- •372 i— o d0� 103 SCREEN 104SCREEN BOX BOX tos BOOXXOSCREEN d0� INTERLOCK SNAP -ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER VERTICAL SECTION ���`111p1YILY/y�7j'�/ EXAMPLE O, ..•••. N 1.306.055 EXAMPLE 1)ALLDIMENSIONSININCHES.ticerusF�?�<</% -y 1,487 P; �j 1.343 r- 1 487 F—f- � No. 58705 1.VINYL SLIDING GLASS DOOR NOA (LM) 10/OS/15 060 9 SCREEN DETAILS' J ROSOWSKI =7�0': _ BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® TOF tDo ASTRAGAL 107 SILL ADD -ON (BAND JAMB ADD -ON COPYRIOHT02017 PGTIN.SiWES,INC. ¢ NO CHANGES THIS SHEET. a 04105l17 i ��'••F(ORIDA,.•' ALL RIGHTS RESERVED // S '' • • • • G ADAPTER 1070 TECHNOLOGY DR N. VENICE, FL 34275 (941)480-1600 ggSGD-5570a NTS 20OF21 oz MD-5570.0 �x A A.LYpNMIL OSFE CERT,CFAU1N. a292)S 4 h u`} #` Part -# Description Material 1 19001 2-Track Head/Jamb Rigid PVC 2 19002 2-Track Sill Rigid PVC 3 r5 19025 3-Track Head/Jamb Rigid PVC 4 19026 3-Track Sill Rigid PVC 19027 4-Track Head/Jamb Rigid PVC 6 19025 4-Track Sill Rigid PVC 7 19009 Frame Screw Cover Rigid PVC 8 19031 Anchor Plate 6063-TBAlum. 9 19007 Thick Insert 6063-78Alum. 10 19064 Interlock Cap - Extended Pocket Rigid PVC 11 12036 Bottom Roll Support 6063 TS Alum. 12 16006A Outer Sill Cover 6063-TS Alum. 13 19011 Sill Track Cover Rigid PVC 17 19032 P•HockAdapter 6063-TS Alum. 18 19020 P-Hook 6063•T6 Alum. 19 1 19047M Extended Keeper 6063-TS Alum. 20 19029M Keeper 6063-75 Alum. 21 19014 Reinforcement Bar Cover Rigid PVC 22 19030 Reinforcement Bar 6005-TS Alum 23 19037M Fixed Panel Clip _6063_TSAlum. . --7R-- - 19035M Reinforcement Plate 8083-TSAIum. 25 19017M Top Rail, Bottom Rail and Lockstle Reinforcement 6005-TS Alum, 26 19046 Composite 27 19018M Interlock .300 Reinforcement; Std. 6005-T8 Alum. 28 19013M Interlock .400 Reinforcement, HO 6005•76 Alum. 29 19019M Astragal Reinforcement 6005-T5 Alum. 30 19083 Extended Pocket Interlock Adaptor 608-348 Alum. 31 19005 Interlock Adaptor Rigid PVC 32 1W08 Astragal Add -on Rigid PVC 33 19004 Panel Stile, TopfBottom Rail Rigid PVC 34 19040 Interior Jamb Cover 6063.76 Alum. 35 19076 135' Comer Astragal 6063-TB Alum. 36 18077 135' Comer Astragal Passive Mount 6063-TB Alum. 37 19079 135' Comer Astragal Cap - Ext. Rigid PVC 38 18080 135' Comer Astragal Cap - Int. Rigid PVC 39 19078 90' Corner Astragal 6083-T8 Alum. 40 19081 IST Corner Astragal Cap - Ext. Rigid PVC 41 19082 90" Corner Astragal Cap - Int. Rigid PVC # Part# Description Material 42 19085 SIB Riser - (2.1/2') 6063.76 Alum. 43 19022A Sill Riser-(3.1/2') 606346 Alum. 44 19023A SIB Riser - (4.1/15") 6063-76 Alum. 46 19024A Sill Riser - (4-5/8") 5063-T3 Alum. 50 718609W .187" x .329' Finseal (Stile) 51 7169SK 1.11Z' x V x 3W Fin Seal Dust Plug 52 71686 Dust Plug 60 419041 Interlock Clip Cover PVC 61 76153X Tandem Roller Assembly SS 62 78153N Tandem Roller Assembly Nylon 63 78X/5FPTX #8 x 3W' Ph, FH SMS @ Roller & ReInE SS 64 419042 Frame Header Block Nylon 65 48052 Railer Adj. Hole Plug PVC 66 44385 4 Hole Bumper Stop PVC 87 76X114FPTX #6 x 1-114" Ph. FH SMS @Bumper Stop SS 5B 7169BG Sill Plug PVC 69 781M Gemini Mortise Lock wilong Trim plate Stesl/SS 70 71032XIFPFX 1032 x 1" Ph. FH MS @ Lock SS 71 _ Z2_ varies 19054-- Handle Kit InterlockRetainerClip Cast Zinc —Nylon 75 Kommeding 4SG TPS Spacer System 76 Quanex Super Spacer n)Twith Hot Melt Butyl See Sheet 10 far Materials 77 Quanex Duraseal 78 Cardinal XL Edge Spacer 79 Dow Coming 995 or GE-7700 Beckbedding Silicone 80 19090 7/16" Square Bead Rigid PVC 81 7116" Beveled Bead Rigid PVC 82 19044 1-1116' Beveled Bead Rigid PVC 83 19045 1-1/16" Ogee Bead Rigid PVC 84 19016 13116" Ogee Bead Rigid PVC 85 71725K Setting Block 112" x 4" x 11161, 85 +/- 5 duro. Neoprene 86 71726K Seeing Block 1" x 4" x 1/18", 85+/-5 duro. Neoprene 90 781PSTX #8 x 1" Ph. PH SMS @ Frame Assembly SS 91 78XI14PHPT41OX 48 x 1.114" Ph. PH SMS @ ReInE Bar SS 92 7100PH12TWX #10 x V Ph. PH SMS @ Rol Support SS 93 71OXi16PPX #10 x 1-1/2" Ph. PH SMS @ Fxd. Pnl. Clip SS 94 710X2.5PHPTIMX #10 x 2.1/2" Ph. PH SMS @ ReInE Plate/Ast. SS 95 7142oX2.25FPFX #12 x 2-114" Ph. PH SMS @ Hdr. Block SS 96 710X1.75PPX #10 x 1-3/4" Ph. FH SMS @ Ast. Mount SS 97 710x14PPX #10 x 314" Ph. PH SMS @ ExL Pkt. Int. SS 98 710X2PPX ' #10 x 2" Ph. FH SMS @ Keeper SS NOTES: 1) ITEMS #14-16, 46-49, 53-59, 73, 74 & 87-89 & 99 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. TALI C n• Rr)y Cr:RFFrJ # Part# Description Material 100 12256 Box Screen Top Rail 6063 T6 AI 101 12257 Box Screen Bottom Rail 6063 T6 AI 102 12258 Box Screen Side Rail 6063 TS AI 103 64428 Box Screen Interlock 605376 AI 104 17347A Box Screen Snap -on Bug Flap 6063 TO At 105 64345 Box Screen ORJ Astragal Adapter 6063 76 Al 108 17349 Box Screen Astragal Adapter 6063 75 AI 107 19039 Box Screen Frame Sill Add -on 6083 TB AI 108 19038 Box Screen Head/Jamb Addwn 6063 76 AI 109 720XIX #14.20 x V MS @ Top Rail SS 110 72OXI12X #%20 x 1.1/Z' MS @ Bottom Rail SS 111 71793G . Wstp, .270" x .IST - Fin Seal 112 61805K Wstp, ,18T' x .60(r @ Bug Flap 113 7SRAZ Standard Roller Nylon 114 7SRAX HD Roller SS 115 varies Screen Locking HwcWare Steel lie 419053 Screen Keeper Steel 117 76X1PPA #6x V Ph. PH SMS Steel 118 1692/3/4 Screen Spline-.150"&.165" Vinyl —119- —1816C20— Screen Cloth Fiberglass TARI F F• f2TANr)ARr1 SCRFFN # Part# Description Material 120 12033 Screen Frame Rail 6063 TS AI 121 12026A Screen Frame -Side Rail (Latch) 6063 T5 AI 122 17363 Screen OXD Astragal Adapter 6063 T6 At 123 4853K Screen Vinyl Astragal Adapter Rigld PVC 124 19012E Frame SIII Screen Add -on 6063 T6 AI 125 6FP95K Bug Flap, 85 +1- 5 duro. Vinyl 126 78X112PSATS #8 x 1-1/2' Ph. PH SMS (Assembly) SS 127 712027 Comer Key Wheel Assembly (Standard) Nylon 128 712027SS Comer Key Wheel Assembly (HO) 68' 129 %odes Screen Locking Hardware Steel 130 710X34PPSDAX #10 x 314" Ph. PH SMS @ Screen Asl. 9S 131 78X12PPSMSX #8 x 1/2" Ph. PH SMS @ Door Ast. SS 132 1692/3/4 IScreen Spline-.145' Vinyl 133 1816C20 IScreen Cloth Fiberglass AlVINYL SLIDING GLASS DOOR NOA (LM) 191 10/05/15 PARTS LIST €& J ROSOWSKI a IeNT 02017 Par INDUSTRIES. ING NO CHANGES THIS SHEET. U 04/05/17 N. VENICE, FL 34275 (941)-480-1600 7-.SGD-5570ANTS 111 21OF21 09MD-5570.0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.06 Expiration Date)04/14/2021 %%tt t I I l l l r l r r rr ONY LY4 •'' LICENSE' :/C�tt` No. 58705�.)3 '•:c�ORIOP, //'ir�CNALtENG`♦♦ A LYNN MILLER, P.E. P.E.0 58705 r e u s MMIAMI-DADS DEPARTMENT OF REGULATORY AND ECONOMIC .RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Exclusive Wood Doors, Inc. 1950 N. W. 70th Ave. Miami, Florida 33126 SCOPE: This NOA is being issued under the applicable documentation submitted has been reviewed ai used in Miami Dade County and other areas w. This NOA shall not be valid after the expiratia Miami Dade County) and/or the AHJ (in area; material tested for quality assurance purposes manufacturer will incur the expense of such to such product or material within their jurisdicti by Miami -Dade County Product Control Sec applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EWD" Outswing APPROVAL DOCUMENT: Drawing No. E dated 11/17/10 and last revised on 06/25/14, pi by Emma T. Mellinger, P.E., bearing the Mian Acceptance number and expiration date by the 1121SSILE IMPACT RATING: Large and Limitations: 1. See double doors Standard Lock options (iti 14 &15) in sheets 213 & 4. See Single door surface bolts (items # 11, 12 & 16) in sheet -'. 2. Partial raised panels Are limited to max. 23' 3. Max DLO (day light opening) allowed = 24 4. Five cluster anchors at double door astragal MIANII-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street; Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.ndamidade.goy/economy rules and regulations governing the use of construction materials. The d accepted by Miami -Dade County RER -Product Control Section to be sere allowed by the Authority Having Jurisdiction (AHJ). i date stated below. The Miami -Dade County Product Control Section (In other than Miami Dade County) reserve the right to have this product or If this product or material fails to perform in the accepted manner, the ting and the AHJ may immediately revoke, modify, or suspend the use of )n. RER reserves the right to revoke this acceptance, if it is determined :ion that this product or material fails to meet the requirements of the has been designed to comply with the Florida Building Code, Wood Doors-L. M. Impact 3R3, titled "Outswing Opaque Wood Door", sheets 1 thm 13 of 13 1 by CATEGORY 5 Engineering Services, Inc., signed and sealed e County Product Control Revision stamp with the Notice of i-Dade County Product Control Section. all Missile Impact Resistant #11, 12 & 13) sheets 2, 3 & 4, See multi -point lock option (items #12, [dard Lock option, multi -point lock option and additional 3-point with N X 27" R. See glazing options in sheet 10. vide X 104" high. equired (see elevation sheets 2, 3 & 4). See strike screws note in sheet 12. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Santa Cruz, Bolivia and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered sifter 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 advertisingll 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 & renews NOA #13-1224.1 i and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 15-0413.12 MIAMIDADECOUNTY Expiration Date: August 11, 2021 }�\`r Approval Date: AfteO py. I Exclusive Wood Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drativiirgs (submitted under files #13-1224.10 /#10-1220.01) 2. Drawing No. EXD003R3, titled " OOutswing Opaque Wood Door", sheets 1 thru 13 of 13 dated. 11/17/13 and last revised on 06/25/14, prepared by CATEGORY 5 Engineering Services, inc., signed and sealed by Emma T. Mellinger, P.E. B. TESTS (submitted under files #13�1224110 /#10-1220.01) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced FntiylTest, per FBC 2411 3.2.1. and TAS 202-94 5) Large Missile impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Outswing Opaque Wood doors, prepared by Certified Testing Laboratories, Test ReportNo(s). CTLA 2016W, dated 11/15/10, signed & sealed by Ramesh Patel, P.E. (These test reports have been revised by an addendum letter dated April 02, 2010, issued by Certified Testing Lab, signed & sealed by Ramesh Patel, P.E. Additionally revised raised panel detail marked -up by Certified Testing lab dated 06/23/] 1 has been provided) C. CALCULATIONS (submitted under files 913-1224.10) 1. Anchor verification calculations, dated 12/21/13, 05/16/14, 06/06/14 and last revised on 06/12/14, prepared by CATEGORY 5 Engineering Services, Inc., signed & sealed by Emma T. Mellinger, 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 CERTIFICATIONSI 1. Notice of Acceptance No.12-1231.09 issued to Eastman Chemical Company (MA) former Solutia, for "Saflex clear or color glass interlayer", expiring'on 04/04/2018. F. STATEMENTS (except item #1, al other items submitted under file #13-1224.10) 1. Statement letters of conformance to FBC 2014 (5ti' Edition) and "No financial interest', both dated 03/30/15, signed & sealed by prepared by CATEGORY 5 Engineering Services, Inc., signed and sealed by .Emma T. Mellinger, P.E. 2. Statement letter of Successor Engineer adopting as her own the work of another Engineer per FAC chapter 61G15-27.001, dated 03/04/14, signed and sealed by Emma T. Mellinger, RE 3. Addendum letter dated 04/02/10. issued by Certified Testing Lab, signed by Ramesh Patel, P. E. 4. Statement of compliance, issued as part of the above referenced test report issued by Certified Testing Laboratories. 5. Distribution Agreement between Importadora y Exportadora Liguria SRL, Bolivia and Exclusive Wood Doors, USA, dated 04/02/14, signed by Andres Pucci and Fernando Nisenbaum, respectively G. OTHER 1. This NOA revises & renews NOA It 10-1220.01, expiring 08/11/16. 2. Test proposal # 09-1386 dated 11(1.9/09, approved by BCCO.(submitted under files 91.3-1224.1.0 1#10-1220.01) 3. The 2-1/2 mid rail photographic evidence from test video and raised panel detail marked -up drawing dated 06/23/11, issued by Certified Testing(subinitted under files #13-1224.1l0� /#`10-12 O101) 7�t& M 1. Chanda, P.E. Product Control Examiner NOA No.15-0413.12 Expiration Date: August 11, 2021 Approval Date; August 06, 2015 E-1 GENERAL NOTES: 1, the Product Shown Herein is Designed and Manufactured to Comply with the Florida Building Code (FBC) , including The High Velocity Hurricane Zone (I IVHC) and has been Tested and Evaluated in Accordance with the Following Standards • TAS 201-94 • TAS 202-94 • TAS 20a-94 2. Adequacy of the Existing Structural Concrete, Masonry, 2" x PT Wood, or Metal Stud Framing as o Main Wind Force Resisting System Capable of Withstanding and Transferring Applied Product Loads to the Foundation is the Responsibility of the Engineer or Architecl of Record for the Proiecf of Installation. 3. 1" x and 2" x PT Wood Bucks (when used) Shall be Designed and Anchored to Property Transfer all Loads /o the Supporting Structure. Buck Design and —Installation isihe-Responsioililyci iheEngineer-or Architect of Record for the Project of Installation. 4. The Installation Details Described Herein are Generic and May Not Reflect Actual Condilions for a Specific Site. It Site Conditions Cause installation to Deviate From the Requirements Detailed Herein, a Licensed Engineer or Architect Shall Prepare Site Specific Documents for Use wilh this Document in Non-HVHZ Areas Only. All Such Documents Shall be Reviewed by the Authority Raving Jurisdiction. S. Deviation from This NOA within the HVHZ Requires One -Time Approval from Miami -Dude County. 6. An Approved Impact Protective System is Not Required to Protect this Product in Areas Requiring Impact Resistance. 7. Allowable Materials for Door Frame and Panels: Brazilian Mahogany icc.&c9i9oeorenauomknt n.sg---o.ss/ Tropical Walnut teoriniora eslrelfcnsk rNn s�=0.69/ 8. Designation "X" Stands for a Single Operable Panel. Designation "XX" Stands for a Double Operable Panel [One Active, the Other Inactive]. 9. Compliance with Egress Requirements of this Door Shall be Reviewed by the Authority Having Jurisdiction. 10. Custom Sizes and Designs Outside the Scope of this NOA are Available by Request, and Must Follow the Procedures Oullined Above in Notes 4 and 5, as Applicable. INSTALLATION NOTES: 1. One (1) Installation Anchor is Required at Each Anchor Location Shown. Unless Otherwise Stated. 2, The Anchor Spacing Depicted is the Maximum Spacing Permitted for Product Installation. 3. Anchors Shall be Installed as Shown In the Appropriate Anchor Layout Drawing (Sheets 2, 3, 4, and 5). Anchors Shall be Located Either Beneath the Weatherstrip in the Thinner Part of the Jamb, or Through the Thicker Port of The Jamb. Anchors Shall be Spaced a Minimum of 3" on Center. 4. For Installation into 2" x PT Wood Buck use # 14 Hllti Kwik-Flux Self Drilling Screws of Sufficient Length to Achieve IYr" Minirnum Embedment into Wood Substrate, and %" Minimum Edge Distance in Wood. S. For Installation Through Properly Secured I"x PT Wood Buck to Concrete or Masonry, or Directly into Concrete or Masonry, use Y" Diameter ELCO Lturccon of SufRcienl Length to Achieve iVA" Minimum Embedment, and 2Ys' Minimum Edge Distance in Substrate. 6. For Installation Through 16 go Steel Stud or Ve Minimum Thickness Aluminum Mullion use P 14 Hlti Kwik-Flex Sell Drilling Screws of Sufficient Length to Achieve Minimum Penetration of 3 Threads Beyond Metal Structure. and y" Minimum Edge Distance in Metal. 7. Minimum Embedment and Edge Distance Exclude Wall Finishes, such as Stucco, Foam, Brick Veneer, and Siding, etc. 8, installation Anchors and Associated Hardware Must be Made of Corrosion Resistant Material or Have a Corrosion Resistant Coaling. 9. For Grout Filled Block, Do Not Install Installation Anchors into Mortar Joints. Edge Distance is Measured From Free Edge of Block or Edge of Mortar Joint into Face Shel at Block. 10, Installation Anchors Shall be Installed in Accordance With Anchor Manufacturer's lnslatiation Instructions. Anchors Shall not be Used In Substrates With Strengths m Less than the tvllnium Strength Specified by the Anchor Manufacturer, nor in Substrates with Properties Lower Than the Minimums Specified in Note 12 This Sheet, 11. Hinges Each Hinge Shall be Installed with (4) it12 Wood Screws from Hinge-lo-Door, (3) S 12 Wood Screws from Hinge -to -Frame, and (1) Installation Anchor from Hinge Through Frame into Substrate with Appropriate Embedment, Edge Distance, and Anchor Type. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 6 GENERAL and INSTALLATION NOTES 2 6 ELEVATIONS and ANCHOR LAYOUTS (1) 3 6 ATIONS and ANCHOR LAYOUTS (2) q 6 ATIONS and ANCtIUR LAYOUTS (3) E 5 6 ELEVATIONS and ANCHOR LAYOUTS (4) _ 6 6 VERTICALSECTIONS 7 6 HORIZONTAL SECTIONS 8 6 DOOR PANEL SECTIONS 9 5 COMPONENTS and BILL OF MATERIALS 10 6 CORNER SECTIONS and PANEL DETAIL 11 6 LOCKING HARDWARE DETAILS (1) 12 6 LOCKING HARDWARE DETAILS (2) 13 1 6 QUALIFIED PANEL CONFIGURATIONS DESIGN PRESSURE RATING Design Pressure - All Sires Missile Impact Rating W/ Water Intiltration Require Large and Small +70 psf, -70 psf 1 WHO Water Infiltration IMissile impact Rated 12. Installation Anchor Capacities are Based on Substrate Materials with The Following Properties: Wood minimum specific gravity of 0.55. Concrete minimum compressive strength of Z846 psi. Masonry conformance 10 ASTM C-90. Grade S or M. net f'c min = 1,924 psi. and Grout Conforming to ASTM C-476 with min Fg = 2000 psi. Steel min, yield strength of 33 kit. min. wall thickness at 60 mils. (16 go, or 0.060 in.) Aluminum min.6063-T6 min. wall thickness of 0.125 in. Product -Approved Structural Mullion Only 13. All Substrates Shall be Designed by Others to AdequateN'fronsfer Applied Loads and Shall be Reviewed by the Building Official. /RODUC r REVISED "a PFrlyektt►e M" r.wr•�coe. Amptaau No/if u elix Zt A. iyinelMo Uatt (,. c 14MIWAWhailedEfterd rRODUCT kit VISEO Mr PW.X.Till 010 Rot Id, R*Mim . A —Pao No /;-12Z4^/U psPlrntWt fhre drl� /6 R, o Z 'a 3. � �ww G w t--- d'm �i 8E— Uw L4 -, IX F— Z tN N t/f i - pNu"' CZ LU O=01— `LL a Z Q � .p Q � II W Q Q W J > o r' !-- UI Vf D Z W Z N Z W ,yk Sb0 O LL- JUN 2 6 2014 A0(1 rME(V�C��,, E NaF.' Fq No 50049 cc O 1rr: 9i. STATE OF OFt10p ��� C� � Max. Unit Width 74.50" — _ Max. Panel Width 36.W' A G . t}- I (3H i Max. Unit Height G 122.00" 33.50" / / DVRN - Max. Panel / Height 1 120.09' / INACIIVE ACTN 35.00" 6 DLO H f ^ R a o Max. Unit Width 74,50" V J Z cn 4.5u, Max. 1� c i3 2 0, from {Yl LL'e p Corner 6„ 6" 9.00" Max. a w STm•1 3" I t - — - 0 MPleaseSeeimpodant ........ a/c (TYp•) g C 2.00"MaxQt •� f; e m C from ci W a Comer Surface Bolt and (1YP) 1 Bell Details BelowCluster of Five IS) 9sr 9NrMax. UnitAnchors z c� a u .: u i. s uG Height7 122.00- O m W I 41 31.50" 11 �J // J 1 35.I5" 11010161 ELEVATION EXTERIOR VIEW (XX) STANDARD LOCK OPTION Please See Important Note on Sheet 12 Concerning Strike Plate Anchors DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Outswing Only. Inadive I Active l.t T Boll Engagement Into Prome SURFACE BOLT DETAIL Located at Top and Bottom of Each Active and Inactive Panel (Interfor Side of Panel) Is, CMU, Anchors, including Cluster Anchors Sholl be Spaced I+ No Closer Than 4-o/c. 12W Max. RT_ o/c (Typ.) 3.W' Typ _ ANCHOR LAYOUT T 122" Max. CUT -AWAY FLUSH BOLT DETAIL Located at Top and Bottom of Inactive Panel (at Stile Edge) See Delals on Sheol I 1 �--- 74.5"Max----{ Note on Sheet 12 LU= Concerning Strike Plate Anchors a 1• ,- r Cl Y v. N Cluster of —five (5) O Z ^ Anchors � <J_-N— 0 in u — installation Anchor p 0 u H O (see Installation tf • U Z �,,, Notes and o 0 Applicable Sections on Sheets 6 and 7)00 Q p 0 .J �W3a > O MLODLUREVISED Me C• plfl� f ril►1k FlatSb N >o CAIa W J U heedl.,` t .p / •/2. ActepUeet ti W Z � E�►kad•n 1>.te nf-s. N'A L X Z Ul C SL0C o �4�1 Q ELEVATION waao EXTERIOR VIEW (et MULTI•POINT LOCK OPTION See Details on Street 11, LIL, Including Shoot Bolt Engagement JUN 2 5 2014 P-I 1.ME�tiyc,�� ENg' /lleIUUCC M►vraEo u tenpiyl.x w11h the [+lorldI No 50049 * �� •': 9•WI�C•Ae Aentx••te tro�u4•/a - * - L.Mmti- o.0 ate//I /r [ :9 t STATE OF ' • hd h•d��•rt� ++'O�F•F� Rt�P0N Ma; He 12: Max Unit Wtdlh 74.50"----'---- Max. Panel Width 36.00" B C 11 _6_ 6 L 10 7.50" 13 33.59' / Unit ght Or / \ Max Panel / \ Height INACTIVE ACTIVE 120.00` H 35.-W. B -- -- - -� --12 -- 31.50" 8 — 12.50" I II 10 b 0 I=\/ ATI(lAI STANDARD LOCK OPTION DOUBLE OUTSWING DOOR. • Square -Top Panel Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Ether Right -Hand or Left -Hand Active Panel. • Oulswing On{y. See suite _e Boll and Flush Bolt Details Sheet 2 1 35.75" 41.25" r ^ Z 'a Max. Unit Width 74.50- ---_--- �•, Z MM 4.50' Mox o 'c from 3 0 Corner b"�6" �€ a.s�u w (Typ.) _Y.00"Max. � S � a � 2.00r Max. `t (,w from ! -- Comer `s $ $ IS (TYp•) Clusterol } _^:{=aobtit' - Fa u: Kt Five �+ 8s X. Max. Unit O 55 29 Anchors z A uisfJ<�u ux ,. Height A m 12100 When Installation Substrate Please See Important w u 2 - - Is Grout -filled Chit, Note on Sheet 12 Anchors, Including Cluster Concerning Strike Anchors Shall be Spaced Plate Anchors No Closerlhan 4" o/c. �Cluster of t2.00 Max.. �-Frve {St o z o/c (iyp.) / Anchors 0 I S l� I 1 � 12 I nactive 1 Active I— 74.5" Max 3.00 ITYp•) ANCHOR LAYOUT Installation Anchor ,see,installation Notes and Applicable Sections on Sheets 6 and 7) ►RODUCf REVISP.D tl ca•plyl•Q wily it. I-1 m. b4dlat Cade Aectprauce N• IS-o'fl3 / 2 oLAJ ��J O 3voo Z�- ao O Q W :CE O ai N G a > I"— OC d 7u < > O J > � (,N o Lu z —a w Z g�Z `$ W O tAl H 0 'Co' ad ^� y,`JY' Sbp :Da O -t EaPiruL• O•It %�/ Please See Important � s h Miiad r•i•e1Cub•1 Note on Sheet 12 JW262014 Concerning Strike Plate Anchors ` tss ,101 E rr, �P �4 .��GENSF.,d9'. 4 ELEVATION rltauuCl'kM�uy:e ".i pbbjj with the+rarld. No 50049 EXTERIOR VIEW (XX) A"-pt—N% * = MULTI -POINT LOCK OPTION D• '9 ; STATE or W.' See Details on Sheet 11, %O�• c: • rV; 4-2 ��i Including Shoot Bolt aI tc G. Engagement k • � 1 Max. Unif Width 74.5U' ---- {.. Max. Panel I Width 36.W' 3 See Surface Boll and Flush Boll Max. Unit Height Details Sheet 2 122.W' ��- _B \ N 10 \ M INACTIVE ACTIVE 10 Max. Panel P Height 31.50" )4 D _ F G 120.00 W - - - ---- — +- 31.59' ....... 41.25" 35.I 5' 1250' al a ELEVATION EXTERIOR VIEW (XX) 122 DOUBLE OUTSWING DOOR. • Round -Top Panels Configuration Shown. • Other Allowed Configurations are Shown on Sheet 13. • Either Right -Hand or Left -Hand Active Panel. • Oulswing Only. Max. Unit Height 122.09' I---- 12.00' Max. a/c (Typ.) I 2.CU' Max. from Corner (Typ•) Max. Unit Width 74.5W 6" 6' 3" &' When Installation Substrate Is Gmul-Filled CMU, Anchors. Including Cluster Anchors Shall be Spaced No Closer Than 4" o/c. /o ANCHOR LAYOUT Please See Important Note on Sheet 12 Concerning Strike Plate Anchors < ELEVATION EXTERIOR VIEW (XX) MULTI -POINT LOCK OPTION See Details on Sheet 11, Including Shoot Bolt �— 74.5' Mox —� Engagement sPill Zo a v Ad < 3QQ o L uU d w ✓i y � N 0 d_ 9.W' Max. Uri a_ --Clusierof Five (5) t? i i 1.8 F X t _o Anchors m 3.00' m o a a- e a a INN L N M ro Please See Important n Note on Sheet 12 ~ O z Concerning Strike -Plate-Anchors -Q N cw C-CjO7- - a h u a Cluster of 0IX W 5 -r H O Five (5) O Z y, Anchors ?� V O O O a Installation Anchor Installation 0 Q p J im / Isee N Notes and Sections Q a > 3 O AppGcoble on Sheels 6 and 7) < W N C > LU = zin -' U W -Z a PRODUCT ,r. 01 Fn 01 JYO REVISED uM:jx'1ylnlwtb CW-. V a IX lO ,•ylwln Vw lsti4 ti IlfuiF11r1r Tudor c.alrvF JU 22014 "p rl a urr,rrrr 1. MEW '�, • ,ISODUCT kW VI>£D u C..F1'14vilh the S.M. No 50049 ••: ` * ,• 9uIdlgCode � * t hll0•em` r 5 9 : STATE OF ONA%- E���£ Mox. Unil 4Ydlh 37.7Y Max. Ponal I I I Width36A0' See Surface Bolt Delail Below Max. Unit Max. Panel d_ 7.50" _ f ��, 33.50 7 ACTIVE 35.00" - - - -- - -- - - i 41.2S' 35.75' - 12 - - - - / ,4_ ,l - -G. 31.St7' -- & 12.50" ELEVATION EXTERIOR VIEW (X) ..�............. I -----•- .1 Please See Important Note on Sheet 12 I Concerning Strike 122' Max. 15 Plate Anchors j 4 ELEVATION SINGLE OUTSWING DOOR. • Single Square -Top Panel Configuro lion 12 EXTERIOR VIEW (X) Shown. MULTI -POINT LOCK OPTION A: • Other Allowed Configurations are 5•POI14T LOCK See Details on Sheet I I i Shown on Sheet 13. I I Including Shoot Boll • Ether Right-l-land or left-ITand. Engagement • Ouiswing Only. -- 137.75- Max r �` O Z W Max. Unit Width 37.76' sJ 1^ S Z 4.511•' Max. �y V _ c tram Comer a x L e � 3 X0 (TYp•) I _-4 I--+9.00"Max. w u.i o 1-- o/C (Typ.) g 2.ff Max.from V a ._ Comet a ti �S kk a'v,X$ Max. Unit When In inflation Substrate '^ - .: 6 . f � p t •+ a - P Is Gsoul-Filled CMU, m o 8 + - u 4 u S rr S 7. sr u o. u a u k Heigh) Anchor, Including Cluster O 122.DW Anchors Shall be Spaced pi w h w q No Closer Than 4' o/c. Please See Important .Noteonsheetl2 12.00-1Aax. Concerning Strike Plate Anchors a/c (Typ) 1.1............. 0 Z ^ 3.tx7' (Typ•) ANCHOR LAYOUT installation Anchor (see Installation Notes and AppBcable Sections on Shcels 6 and 7) I A T Bolt Er Into F 11 Please See Important T Nole on Sheet 12 Concerning Strike 12T Max. Plate Anchors ` 16 Gl ELEVATION l2 EXTERIOR VIEW (X) MULTI -POINT LOCK OPTION B: 3-POINT LOCK. 1 Is with SURFACE BOLTS 11 See Details on Sheet I I �I �- 37.75- Mox PNODUCENF.VISFD •x ftmfilyie6 Fhb Ilk Fbri6 biding Cate AccsPunse Na -r1 r •! Cx}irxty Date W I- " N M Q N V M 0 N e Q 8 a O V7 C ~ d N O Q Q laa-14rror.nc..a.r N > Q L1C �W¢ s >0 �_ at c� > o (07 'H r- W = U LU 11 Z> U) Z Q r> (D 0, t-• p( - q a C V;,�r 0 00 SINGLE DOOR SURFACE BOLT DETAIL Located of Top and Bottom of Aclive Panel pnitwia Side Or Pone!) JUN 2 b 2014 1 ! sM ELt/ C`6,�i .op 9 rlctlattCT Ki VISLD No 50049 *' '•�' u c•nplyeq Ny tbs ►iorld• _' �, AB•IEIrirwe scspooee N• STATE OF : Lspkltl•o Dots le4 l- `�13 �Q+ 'i���CS.,<Ogtap'a�=� rIj �'14, /ON Al, 0,,"� Concrete/Masonry Caulk Between _ '/."Minmum By Others •`^ Concrele/Mosonry d T x Edge Distance '•I O PI Wood Duck by Others t114 HIM Kwlk Flex Self -Tapping Z • •''° : Screw Installation Anchor O $ a 3 Cl 2X wood Duck BY Others (see '^ ,: , '; _...__._._.__..__ y .. Q� General Note 3, Shoot 11 r 1%2"Minmum Y"Maximumse— Exterior Finish u By Others Embedment Shim Space 4 -�� Steel Stud Fronting By Olhers U Oil o0 a �Q ............. .. ............ . 1 yp'Mlnimum V w $ $ q14 HIIII Kwik Flex Self -Tapping Edge Distanc(See Instaffolion Note 6 R t t e Screw Installation Anchor (0) and Gen. Nose 2, Sheet IJ c o Q B Sheathing n Pelineler Caulk eangy3 threads Min. Penetration ByOlhers 1"boll .••:;y BeyondSteelStruclure Z a u, `x ell 6 6 S 3 Engagement 6dor;orfinishItyOlhers V'"Moximum Peftelor Caulk � . Shtm Space u>i o Max. By Others °C Door 1 - Height INTERIOR Door Panel and Hordwore Omitted for 122.00" EXTERIOR Clarify (See Vertical Section B on This �� 17 Sheet IorAppricoble Delah) Ij 3 " I •'s 1) EXTERIOR INTERIOR 0 t - IY/ Q Z V: .!�__See.Appricable-Glaring — -- im rn M O _- - - - -- Detail I or2 (Sheet 10] C VERTICAL SECTION 6 HEAD -STEEL STUD FRAMESHOWN Q LL v O 12 - LU Max. �1 VERTICAL SECTION u o o v) Panel 6 HEAD - 2" X PT WOOD BUCK SHOWN d d 1 Height sL 120.00'"Minimum Edge 0 Distance In Concrete See Applicable Glaring . ELCO "Ultrocon" a Y Detail I or (Sheet 101 CaulkBehveen •:° ° Installation Anchor (' N 2 Concrolo/Mosoruy f, I" x Q N \ 11 PT Wood Buck by Others •• 1 • ' • U 3 Ill ::.' zgz > Conorele/Masonry """ ....... f nt !d ntmurn Ma. By Others .•.:..:•. °. '•• •,• Embedment Y'"Moximunt ate, ,a�. S00 •. •.. �° LU E Door EXTERIOR Ix wood Buck By Others ""'—�- Shim S o Height INTERIOR (see General Note 3, Sheet q - _ Q O 122.00" O -� J� ooR ........... ....... ... l Exterior finish By Others "•" "' d 8 4 I — ]"Boll Perimeter Caulk ( i"� Door Panel arid Hardware Omilled for y / Engagement By Others Street (See Vortical Section B on this EXTERIOR ,.-'�J INTERIOR Sheet for AppYcaWe UelaSst Y"MoxShims JUN 216 2014 r Shim Space PorimelerCaulk-� � °•; 1�'Mit. t ay Others . • •Embedment Concrete/MmonryBy Others A ' d •' . �" ELCO "UIIraCon" Min. Installation Anchor _. A VERTICALo�SECTIION EdgeDblonce 6 SILL g VERTICAL SECTION ___ ............"�,;E<<�,,,,, HEAD - 1" X PT WOOD DUCK SHOWN +` p' ••N fRDDUCT kf'VISED � �' L F '•'il /fLUDUCf NEV r Ns�IFtyrwill thr Fiorfd. Y�ldHfCode No 5004 ,^`, *?• ;* = asnapl w11k 1►e �r1d. 41ke FH AuupypNo�^I224.I0 C 'k ^ a Aenpbm.r NoI.C-0 �(j•IZ r,�k.w.o.lt_*�7 1 R�N°� D'te_R r///•� �4� '��•:. STATE OF :•�r� ` :o �o M LIVmi Orq d+M Conhol 'i,�F' .-� O R 'p P; �N tom' tcMftcmtm �'�SS�0NA� �%��` r t%'Minimum Embedment 2' x Wood NaWng— by ODsea #14 Hilt] Kwik Flex Self -Tapping Screw Installation Anchor Ye"Moxirnurn Shim Srxsce INTERIOR Sheallvng by Others EXTERIOR Fxleiror Finish 9 17 by Others�.�' Perimeter Caulk Y.'Minimum Max. From Width74.5T by0thers_ Edge Distance HORIZONTAL SECTION lk 7 JAMB 2" X PT WOOD FRAMING SHOWN I%"Minimum Embedment Y"Maximum Skins Space 131 INTERIOR Z' x Wood Froming by Others i114 Hill f Kwik flex Self -tapping Screw instaliotion Anchor INTERIOR See Applicable Glazing Detail I or (Sheet 10) See Applicable I Glazing Delw7 I or 2 EXTERIOR (Sheet 101 2 Mcm Frame Width 74,5 See Applicable Glazing Detail I or-2 (Sheet 10) Sheolhing— by Others 17 6ciorior Fusish .. .. ' EXTERIOR by Others PerimelorCaulk •Y.'M6sGnum Mar. FromeWidth 37.75' by Others Edge Distance HORIZONTAL SECTION 7 SINGLE DOOR (X) JAMB at LOCK STILE 7' X PT WOOD FRAMING SHOWN %,"Maximum /1 P, Z a Shins Space " r t n � Z_ g 1�"Maxmum t:}nbetlmenf 7 t uLu w �.� EaX CorscretelGrnul F,lled W � v 0 Masonry by Others [ r n e s— �� 4 1"kWood Buck byOthers 0°'' aI (see General Note 3, a Sheet 1) Caulk Between Concrele!G t6y 46 F' Grout Filled Masonry & 1" x 2 0u r xR 5 u a' PI Wood Buck by Others O is P < W'Minimum L'dge Distance a Exterior Finish Z By Others — Perimeter Caulk �' N By Others O Z -O—Q_,a —Z G HORIZONTAL SECTION JAMB I" x PT WOOD BUCK, and CONCRETE:/MASONRY SHOWN H_ o D O U OLU W ?,� U o a Q O � A IZ -O Q !•w Uj O m Z O W N O¢ � V► to O ^ Z Uz Q a o� 9 � o mDUc r NP.YISED of ewopsylnk n•1141be lluesda • y Iw411np CMe An ouw No /fay/3•/2 farkalian Dale_ �. 1!I/ JUN 2 5 2014 P S :......lvlEtN zj�i rlcaUUCT hF VmED u =DMax ws/Is the Plorld, No 50049 * ;• S DuldtegCode Aete*raaae Eapleatb�Dare�� �90: STATE OF •lu. �aai 4iyy �'c�•'cC O R 1 P, ,ONAXIrEt 0 I B ga. X 1.5T Brad Nails & Adhesive t- See Applicable Glazing EXTERIOR Detail I or2 (Sheet 10) See Applicable Glazing Detail lor2 (Sheet 10) HORIZONTAL SECTION -- ---- - - - -- - ASTRAGAL _ ly'`minrmum Embedment Tx Wood Framing by Others #14 HIM Kwtk Flex Self -Tapping Screw Installation Anchor Sheathing by Others Weiler finish by Others Perimeter Caulk 'Y,'Mlnlmwn _ byOlheis EdgeDisfance %'Mezimr,m Shiro Space 3 INTERIOR EXTERIOR Min. 1.750' INTERIOR See Applicable ��- Glazing Detail T 1 or2 (Sheet 10) Min 2.5= ^Y" See Panel Detail 1 (Sheet 10) V_E_RTICAL SECTIOI MIDRAIL GLAZED & PARTIAL RAISED PANEL 0 C1! I f perp'' � 0 �J 2E� A yT... ..., y Q Q 2 �! iQ 0 d w rO�1h� EXTERIOR INTERIORit �7 w See Applicable t� ° a° a \00�_' 17 7' �'Glozing Detail } --r I or2 (Sheet 10) N Min ? 89Gui u Min.1.750" 2.5W' X Q m J } I 5b See Applicable n° a a "s 3 a Glazing Detail o _.-. 1 or2 (Sheet 10) Z N "' See Panel Detail I (Sheet 10) 10 5 10 INTERIOR I EXTERIOR I See one See Detail 1 (Sheet 10) Detail 1 (Sheet 10) HORIZONTAL SECTION J RAISED PANEL/MIDSIILE (INACTIVE: PANEL) i- N �AL_SEC-TI-O-N o y-N -0 - MIDRAIL h U M FULLY GLAZED O c LL W 12 H raouticr REVISEL � U 0 a J Z `,lu r� n..u, p 0 no O a2 re / NAapu.. 0 > 3 Qra y. a) ►r,,�r.w. C.WW O� Z 11 8 H (UJI o' �y s�00 � Q a J: A HN2 r ... J 52014 �pEtisliyc�,. rµtluuCTMllVULD No 50049 fwldlgC.d� _ Z2 •/U ey %G4 9or� :9 STATE OF :�ut� 's0% a t Doiltfhfw �i F'•. 4 O R 1 O• �z"',OJONAi E `'�, BILL OF MATERIALS O O Mahogany 2 PANEL RAIL/STILE Mahogany STEP GLASS STOP 18 Butyl Rubber GLASS SPACER ITEM NO. DESCRIPTION MATERIAL (Sea Note) MANUFACTURER 0 tom. 1 PANEL RAIL/STILE Mahogany Exclusive wood Doors 1-750" 1.000 f-� —j 2 STEPPED GLASS STOP Mahogany Exclusive wood Doors 1.250' 3 HEAD & JAMB Mahogany Exclusive Wood Doors 0.500, 4 SILL (3-PIECE) Mahogany and At 6063-T5 Exclusive Woad Doors 5 (5a)(5b) MIDRAIL/MIDSTILE Mahogany Exclusive wood Doors 6.000" GLASS STOP SURFACE BOLTS 6 ASTRAGAL Mahogany Exclusive Wood Doors 1 % Mahogany 10, Stainless Steel 7 DOOR SWEEP Polyurethane Afco --{0.486' 8 COMPRESSION WEATHERSTRIP Urethane Foam Q-Lon I Side View 0.500" 9 4yq' x 4y�' BUTT HINGE 12 ga. Sleet Penrod T— Boll Retainer-- 10 RAISED PANEL Mahogany with Plywood Core Exclusive Wood Doors x 1%u d{ Wood ovvia ee d screws IkI I I SURFACE BOLTS W/ STRIKE. PLATE Stainless Steel Deltana `NOTE: All"Mahogany" al : one of the12 ENTRY LATCH & DEADBOLT Hardened Steel Kwiksei Following Materials:1. Mara Macho (cedrerrngo 13 INACTIVE STILE FLUSH BOLTS Hardened Steel Penrod cateneaformis);t21 1a24x 1f14- - TWO -POINT LOCKForINACTIVE. STILE Hardened Steel Trilennium s.g.=0.55; EmIn = 1,441 ksi: Sex eolls MOR =9,865 psi. Irecessed and15 FIVE -PT LOCK FOR ACTIVE STILE Hardened Steel Trilennium 2, Tropical Walnut IcarWano estreltenss): PAf99ed116 THRE PT LOCK For SINGLE DOOR I lardened Steel Trilennium s.g. =0.68: Emin = 1.520 ksi; 17 1/4-ROUND GLASS STOP Mahogany Exclusive Wood Doors MOR = 12,032 psi. Face Yew Data Referenced from CADEFOR. All s.g. 18 GLASS SPACER Bully Rubber data given of 12%moisture content. T-- u� 2.000 0.750" 1 � n HEAD AND JAMB O SILL (3 PIECES) �J Mahogany Mahogany/Al6063-T5 L 1--- 4.562' --{ --- 5.825" 0.720' 1.22Cr J 1.5w, —f 0.5I-6"- I COMPRESSION WEATHERSTRIP U5 MIDRAIL/MIDSTILE RAISED PANEL Mahogany I Mahogany with Plywood Core (Wood Panel Both Sides) (See Panel Detail 1. Sheet 10) -----}— Wn.2.500" r Urethane Foam O BUTT HINGE MIDRAIL/MIDSTILE 0.688" O.sSU 9 5a 12 ga Steel Mahogany - 1 (Glazing One Side, Wood Panel one Side) DOOR SWEEP O O 2-W' I'--'i— min.2s00 Polyurethane o O —L (% I 1.750" - IF 0.509" j�• 1.750" SEE SHEETS 1 i AND 12 FOR ITEMS 13-16 Surface Bolt Strike Plate F-- 3.000' --j I -{ 2.250' 0.7W' ' 0.500r' 0.625' 1.75' 0.625" 2.000" - -T /poDUcirNRwISr:D a ptylnq wile the R.Ma li"All cola Amprsnae No�OZ- 5b MIDRAIL/MIDSTILE Mahogany (Glazing Mh Sides) IT--f— Min. 2.500" ... 1.750' O ASTRAGAL Mahogany 1.750" 3.331" � r-** b. wrn 12E / GZa.F rt►t *w r d Coauol — CI;64t1CrFtf6VAYBV r3c att%by.lt► the norttts B dR" ) lla ZZ •LG Il4pinrrhrt nteu / / I-- 0.625" �+ C J o t/, 0 W c H Q' f.L�-w N W 1-- 8 E W Q r706C-0: 0.2 Z N L O> O O LIJ L 0 = C9y>o �H� Um Z� XZ v�LLj w i 04, S6i G 0 0 5 a O o� JUN 2 5 2014 STATE OF 0RV8 S;ONAL rrrrsuutss*s (3) S8 x 2.5( P.F.N. Scre\ (2) 5/8" x 5" Wood Dowels r[-� CORNER SECTION iITEL'OND II qW RECTANGULAR FRAME TOP ASSEMBLY (2) 5/8"x 5" Wood Glue Wood Dowels (3) 88 x 2..50' INTERIOR P F H Screw ' ^ N V J C N V a p w'a L �14 u ? QX � ul CD51 gmw p EXTERIOR d . TITEBONU II Wood Glue s $ a m-'QSeHF. Wood Dowels INTERIOR 0 3 R sw w W m N CORNER SECTION CURVED PANEL TOP ASSEMBLY, TYP. i-W --------- — INTERIOR O Z Q ° Q o C d_ -0-�- __ ° Wood Dowels O f 1 (3) 1"x 0.25" � Q � O V �n EXTERIOR /^ Corrugated Staples Q .O W V EXTERIOR' ° W c O N N Z !V G O > c TITEBOND II Wood Glue g W� W a Z -s (2) 3/8' x 5" CORNER SECTION � CORNER SECTION Wood Dowels O FRAME BOTTOM ASSEMBLY TOP/BOTTOM PANEL ASSEMBLY, TYP. EXTERIOR INTERIOR Z rh z O BRA NAIL CorINGATGLAZINGSTOPS CORNER SECTION_ o a U o CURVED FRAME TOP ASSEMBLY. TYP. •1.4 vO • 12' Max. o/c All Sides 1" O,A, Insulated Laminated Gloss 1Nollutf 1TEvlSEn 18 ConstslGig of.'1.75" O.A. Raised Panel e' �o.pU1°a wbM res FTn ■ 9/16" O.A. Laminated Glass 1/4^Tempered Gloss, Consisting of: A�gmc.N, .v I •/Z 17 Consisting of: 0.160" A'e SpaCe 5/8" Mahogany 6stint�w Dole 1.� LL-1- 1/4'AnnooladG 1/4"AnneoledGlass, IO �G L „JUN 262014 EXTERIOR 1/2"Plywood 1 B ga. x 125" 0.090' SoBex lnledayer by Eastman, 0.09T Sollex Inlerlayer by Eoslman 5/8" Maho an ` r 1/a'AnnealedGloss 2 �� `�� I/4"nnnealedGloss g y tslaau heActCo■ ssssusuq�n Brad Nails / 18 ga, x 125" �+ EXTERIOR �1 INTERIOR `��.`�P �G / 1 Brad Nails I INTERIOR �.•._.T. ! INTERIOR ;}_ ! 5/8" ` ��' �` SF•• �9 rKuueeT►XV&WD No 50049 0.50"Glass 0.50'Gloss i_ L ���fuiferfo,un =,t' DOW 995 / DOW 995 I �� Bite EXTERI012 Bite 0.50" `_"'� 22 •% •a ; _ . I Siicione rr -� 1 Silcione O.SU' �-- 1 R■gnNoa 0'r STATE OF : ru 9116JLA GLAZING DELED TAIL ED GLASS I" ANNEALED INSULATED DEMINT LIL AMINATED PANEL OPAQUEDETAIL PANEL tN� D■ee �eleaaoN ,,,o�'�SS�ONALE0.C`\?� ITEM C3) _.�__ r; —__-- _ �— IzITEM I�KI+,uoer_I FLUSH BOLT -_— lOealotlal Top pM floliom of lnoaovo Uoorlock sRle to BnCK VIEW, sew° Iw,ptwp nopr oRh,e Namal Ufa. Nor A $UBSIRI IE fa% SURFACE 601Is SIDE VIEW ITEM j ITEM ITEM @6 TRILENNIUMO TRILENNIUM@ TRILENNIUMOR ModeI30207wo-Po6d Lock Made13500 nvo-Poinitock Model 3'.IC0lty—Point Lock Iw Double Door Inactive Sloe for Double Doa Active stile torsvuw u— w a 2'•x Wood Buck by Others _ °+ " Z (see General Note 3, Sheet 1) ;H, c t; H Z o m Perimeter Caulk S 14 HB11-Kwik Flex Q T u 4 Q By Others Sell -Tapping Screw ul• $ C Installolion Anchor T 1" BOIL by"min embed.. LL c d o r x� -3/�' min. ED in Wood) Engagement U o a d �{P8 �q'G 4S` Shim Space 2 p v u 2 u z 3lS u'} 8z Shoot Bolt Pocket o (Mortised into Buck or I W Substrate as Necessary) t3 3 a a r 1" x 2144' x 0.06" Shoot Bolt Strike Plate O z ' `" Shoot Bolt with 1" Throw MULTI -POINT HARDWARE a 1— LU SHOOT BOLT DETAIL O z tx Q ° - ]"Wide Face Plate--� Installationlrlro2°x9uck and- -- Concrete Shown. Other Substrates Q N ondAppropr'aleInstallation Anchors to tj Eh Q Sholl Apply Aso. 0 OwG C LL N O r- o ' Q '� Please See Important 3 a a a 2 Note on Sheet 12 o., -0 � Vr LU 1"Wide Face Plate s� Concerning Strike tWd o > Z 0 Plate Anchors J Shoot Bolt with I" Throw -' m }he At i �h �o U 1"x2Y4'x0.06' N z O Shoot Bolt Strike Plate 4 z LU Shoot Bolt Pocket (Mortised 8 H a ~ a into Substrate as Necessary) rBouucrRFvtsED Q n coePl7lii rll►1M FV*d& O • LQ . �� • w Haar slut ertrd 1" Bolt ° JUN 2 6 2014 Engagement a1. ' . •' ,`��� rrlF`L,r��• Perimeter Caulk by Others / Concroto/Masoruy by Others •• / X" ELCo'Ultrocorr Inslollalion Anchor (1 %' min embed., 2Y' min. ED in Concrete) .� ..G E N S ►JIIrliUC7 Nl vuFD �rJ No 50049 n—pbi.ft Ilk the Flo"& udidl.2 Code _ 2 lei E'I,k.T4,p tkte :9 = STATE OF ' W Z 10, INTERIOR Mnnd:rsCl (NCWNC Pw�eq (ocadbdl • 3 Locafionsj 5 lsf8wptofd 15 (Sh-11,0) HwIWner (Acitvo Panefj EXTERIOR See Applicable Glazing Detail I or 2 (Sheet 101 HORIZONTAL SECTION MULTI-PONT-LOCK OPTION— -- — - —I I FYT "Maximum Shirr)Space INTFRIOR liondlesel See Applicable Glazing Detail I or 2 (Sheet 10) Sheol Bolt Pocket- I 17 (Mortised into Buck or115 S lshoolbal-210collon,) lUUU, Substrate as Necessary)5 ISI14eptole-3Larolionsj EXTERIOR j0wdboll-3Lacofions) HORIZONTAL SECTION SINGLE DOOR MULTIPOINT LOCK OPTION A See Detail 0 Sheol 7 Installation l.l'15' 4.000" DEADBOLT STRIKE PLATE Face View ^ 3.563" 0.967 0.438" ..... ..- 2.25(" c Z +— 3.000" - 0.438" 2 Mo Q 0.750" Qu..f Q u� V Y iY ® 0.625" H 2.000' We buy o i� 1.000" SURFACE BOLT STRIKE PLATE SHOOTBOLT STRIKE PLATEell $� N Exploded View Face View U . e fl-I IMPORTANT NOTE CONCERNING STRIKE PLATEINSTALLATIONa -u u e.u> At Each Frame-Mounled Strike Plate, Whether at the Head, the Sin. ON m B ii B W or the Lock Jamb for a Single Door, of Least ONE INSTALLATION g = ANCHOR.-oI_the Some Size and Type as Used 10 Anchor.lhe Frame a ........ SttQlt Also Secure the Strike Plate. Throughthe Frame and Embed a - the Required Distance into the Substrate Beneath. o r a h o In the Cose of Concrete or Masonry Substrate, ONE Such Anchor - Shall be So Employed. hT the Case of Wood or Metal Substrate, TWO Such Anchors Shot] be od I- LL! So Employed. O Z I= e S Lj e 0.625- -Q Q v- -a - ---- �— These ncho�s Moy 6e In Addition fo Those Caned -out for Frame 0 I,_M Installation. or. in Cases Where Spacing Considerations Allow, DOUBLE SHOOTBOLT STRIKE PLATE Anchors May be the Some Anchors as Those Called -out for Frame Installation. In W c O Face View lT= Ot—o'E Remaining Strike Plate Screw Holes Shall be Filled with #8 V O o = Q x 3/4' FHWS to Secure Strike Plates to Jambs. Cl a- -0 It— _._- ........... _...... _.................. _-----.............. ..... r-4 G °O Q Z in N.y^ V &Maximum Shim Space --I - 3 (' to,)b . z�u�Z Q B INTERIOR H o h`y� Sv°o s A P liandlesel M DUCfREVISEa Q t 4 T See Applicable �i �.rnht►ef7etNs C I2 Woo Glazing Delon) allo -D / •/2 ... .-.._ ............ .. or (Sheet 10) a/0 --- �^ JUN 252014 „p�urrrp,r z `� ME � Substrate as Necessary)ed Into Buck or�c E N S 16 ISIr.wPlole-3 Locallonsj EXTERIOR �rV�oot Boll Pocket . PNtt .116a 0 No 50049 16 (Deodbolf. 3 Locations) aswoW awN\tL PIodY *.' B+W[q Coda ep4mrs a eMop A 22 ./O r.t .�l..ta. Q HORIZONTAL SECTION ,� / �, F 90 STATE °V�� SINGLE DOOR MULTIPOINT LOCK OPTION 8 �� Ds %�t`st•5;' ( O FT t Sao Delci 0 Sheet 7 for Installation n 0 m n q Co O Q Q ti Ad.0 aG 3: O ,O0 O�Z >a o o � a A �= a� i; Iti Ds� �n en a �41 - s r� N F, I ii gym— ■ �101mzswl i I'I�lal:Ill�l lololololol l�lll®l Llll�l l �I .I®I12 1NMI 1m 1�{�I�I �loll:l�ll 19I00110112 Ism- r .�JI�I r � D �■ � 1�1�1111�1�1�1�1 . � � • �� 11111�1�191 oy.,-- OLITSWING GLAZED WOOD DOOR LARGE MISSILE IMPACT RESISTANT Exclusive Wood Doors, Inc. 1950 NW, 70th Ave, Miami, FL 33126 QUALIFIED PANE CONFIGURATION Des&pfon CATEGORYS acaae� cng;neenng Senngc s. Inc. CLrc' Mc 16005. Federol Hiohwpy. 9207 unnecvo Pompano 3eoch•F_33652 o-scm:ccce (9561764-699'-CA i2sa5: 'xlH�+�aro C�Ko�on Snee41,1:2 caT en!taa No. MeM=�oee N REM 1DRAWING EAD 003 R6 Prnl'Mcteev MiAMI•DADE DEPARTR4ENT OF REGULATORY AND E( BOARD AND CODE ADMINISTRATION DI NOTICE OF ACCEPTANCE Overhead Door Corporation 2501 South State Hwy.121, Suite 200 Lewisville, Texas 75067 ,SCOPE: This NOA is being issued under the materials. The documentation submitted has b Section to be used in Miami Dade County ant This NOA shall not be valid after the expirati( Miami Dade County) and/or the AHJ (in area material tested for quality assurance purpose, manufacturer will incur the expense of such to such product or material within their jurisdicl by Miami -Dade County Product Control Se, applicable building code. This product is approved as described herein, including the High Velocity Hurricane Zone. DESCRIPTION: Models 5745/5765/75 Wide with Optional Impact Resistant ( APP110VAL DOCUMENT: Drawing t through 4 of 4, dated 06/20/2014, prepare Sawicki, P.S. on 12/17/2015, bearing the Notice of Acceptance number and expirat MISSILE IMPACT RATING: Large LABELING: A permanent label with the n Mt. Hope, OH, model number, the positive an installation instruction drawing reference nurr statement reading `Miami -Dade County Prodi angle, or inner surface of a panel. LIMITATION: This door has not been RENEWAL of this NOA shall be consider in the applicable building code negatively af6 TERMINATION of this NOA will occur materials, use, and/or manufacture of the proc sales, advertising or any other purposes shall this NOA shall be cause for termination and r OMIC RESOURCES (RER) OA MIAR4I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.goy/econe my pplicable rules and regulations governing the use of construction en reviewed and accepted by Miami -Dade County RER-Product Control other areas where allowed by the Authority Having Jurisdiction (AHJ). i date stated below. The Miami -Dade County Product Control Section (In other than Miami Dade County) reserve the right to have this product or If this product or material fails to perform in the accepted manner, the ting and the AHJ may immediately revoke, modify, or suspend the use of on. RER reserves the right to revoke this acceptance, if it is determined Lion that this product or material fails to meet the requirements of the has been designed to comply with the Florida Building Code, 15/515/5Z5 Insulated Steel Sectional Garage Door up to 9'-2" lazing (DP +64.6, -72.0 PSF) o. 411343, titled "Series 5745/5765/7565/515/525", sheets 1 I by Overhead Door Corporation, signed and sealed by Mark A. Miami -Dade County Product Control revision stamp with the on date by the Miami -Dade County Product Control Section. tnd Small Missile Impact Resistant inufacturer's name or logo, manufacturing addresses in Pensacola, FL or I negative design pressure rating, indicate impact rated if applicable, )or, approval number (NOA), the applicable test standards, and the ct Control Approved' is to be located bn the door's side track, bottom for air infiltration. after a renewal application has been filed and there has been no change ing the performance of this product. er the expiration date or if there has been a revision or change in the ;t or process. Misuse of this NOA as:an endorsement of any product, for tomatically terminate this NOA. Failure to comply with any section of roval 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 gat the request of the Building Official. This NOA revises NOA # 14-0204.07 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 Carlos M. Utrera, P.E. NOA No. 15-1228.09 MIAM4DAD ALIM 7Y Expiration 1 Ii c 19 . . �jyy Approval a e: 016 Page 1 Overhead Door Corporation OF A. DRAWINGS 1. Drawing No. 411343, titled "Series 5745/5765/7565/515/525", sheets 1 through 4 of 4, dated 06/20/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 12/17/201.5, B. TESTS "Submitted under NOA # 14-0204.07" 1, Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large MMissile Impact Test per FBC, TAS 201-94 3) Cyclic, Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2207, 9'2"x 8' Sectional Garage Doors (issued to Overhead Door Corporation), prepared by Architectural Testing, Inc., Test Report No. C9367.02-801-18, dated 10/04/2013, revision 1 dated 02/21/2014, signed and sealed by Shawn G. Collins, P.E. 2. Addendum letter to Architectural Testing, Inc. Test Report # C9367.01-801-18, dated 07/07/2014, signed and sealed by Vinu J. Abraham, 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 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2207, 9'2"x 8', Sectionals Garage Doors (issued to Wayne Dalton), prepared by Architectural Testing, Inc., Test Report No. C9367.01-801-18, dated 10/04/2013, signed and sealed by Vinu J. Abraham, P.E. 4, Test report on Salt Fog Spray per ASTM B 117 prepared by Environmental Testing Laboratory, Inc., Test Report No. 12732, dated 06/22/2013, signed by Brady Richard. I , t8 yaX Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-1228.09 Expiration Date: December 4, 2019 i Approval Date: April 28, 2016 E-1 Overhead Door Corporation C. -CALCULATIONS "Submitted under NOA # 14-0204.07" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01/28/2014, signed and sealed by Mark A. Sawicki, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS Submitted under NOA # 14 0204 07" 1. Test report on flame spread and smoke developed of BASF polyurethane foam per ASTM. E84, Test Report # RJ1980-3, dated 07/20/2012, prepared by QAI Laboratories, signed by Greg Banasky. 2. Test report on ignition temperature of BASF polyurethane foam per ASTM D1929, Test Report # 01.17794.01.304, dated 12/20/2012, prepared by Southwest Research Institute, signed by Matthew S. Blais. 3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycaebonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017, F. STATEMENTS 1. Statement letter of code conformance to the 5ch edition (2014) FBC issued by Overhead Door Corporation, dated 12/15/2015, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 14-0204 07" 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/24%2014, signed and sealed by Mark A. Sawicki, P.E. 3. Statement letter of no financial interest issued by Overhead Door Corporation, dated 01/24/2014, signed and sealed by Mark A. Sawicki, P.E. O¢�to�Zo ll, CarlosM. Utrera,P.E. Product Control Examiner NOA No. 15-1228.09 Expiration Date: December 4, 2019 Approval Date: April 28, 2016 E -2 NOTES: 1. IMPACT RESISTANT GLAZING OP71ON - IMPACT 13 GA HORIZ ANGLE RESISTANT GLAZING SYSTEM MAY' BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS 13 GA FLAG ANGLE SHALL BE 14" x 46" CUTOUT, FASTENED WITH A MINIMUM #8 X 1" SMS: 3X ALONG THE HORIZONTAL 16 GA MIN HORIZ AND 3X ALONG THE VERTICAL THE MINIMUM BITE TRACK SHALL BE .375". SEE DETAIL E ON SHEET 3 FOR ASSEMBLY DETAILS. 5/160-.5/8" 2. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM LAG SCREW (MIN 4 OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF AS SHOWN) PANELS MINIMUM 7/16" TO MEET NEGATIVE (4) 1/4-20x9/16" LARGE PRESSURES. HEAD TRACK BOLTS OR 1/4-20 STUDS WITH, 3. KEY LOCKS, SLIDE LOCKS, OR OPERATOR 1/4-20 HEX NUTS REQUIRED. 15 GA MIN VERT 4. LOUVER OPT10N - LOUVERS MAY BE INSTALLED IN TRACK DOOR IF THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN2. DOOR VENTS LARGER THAN 60 IN2 1/4-20x9/16" TRACK MUST BE TESTED FOR IMPACT. BOLT AND 1/4-20 HEX NUT AT EACH JB-US 5. POLYURETHANE FOAM SHALL BE SANDWICHED JAMB BRACKET LOCATION_ -BETWEEN-FACER STEEL- HAVING=A-MINIMUM-26- GA - -- — -- THICKNESS G-40 WITH PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.8 KSI AND BACKER STEEL 5/16x1-5/8" LAG HAVING A MINIMUM 29 GA THICKNESS G-40 WITH SCREW AT EACH PRIME COAT. OVERALL SECTION THICKNESS SHALL BE JAMB BRACKET MINIMUM 1-5/16". 6. A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL 15 GA STIFFENED JAMB ELEMENTS SHALL BE THE RESPONSIBILITY OF THE BRACKETS PROFESSIONAL OF RECORD FOR THE BUILDING OR SEE SCHEDULE FOR STRUCTURE AND IN ACCORDANCE WITH CURRENT QUANTITY, LOCATION, BUILDING CODES FOR THE LOADS LISTED ON THIS AND TYPE .DRAWING. KEY LOCK OR SLIDE LOCK 8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL BOTH ENDS (NOT GRADE LUMBER. - REQUIRED WITH OPERATOR - SEE NOTE 3): SLIDE A Sir LOCK SHOWN FOR CLARITY *" NOTE: (4) SECTION S r 'rx� DOOR SHOWN. SEE NO' !F :�� THIS SHEET FOR GLAZIN OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) ALL +261.3/-294.0 ALL +293.3/-330.0 . . JAMB BRACKET SCHEDULE -DOOR--NO.—OF— NO. OF JAMB_ LOCATION_OF—CENTERLINE—OF—JAMB HEIGHT SECTIONS BRACKETS (EACH JAMB) BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 2" (JB—US), 10" (JB—US), 21-3/4" 6'-6" 4 7 (JB—US), 29-3/4" (JB—US), 39" (JB—US), 48" (JB—US), 57-1/4" (JB—US) 2" (JB—US), 10" (JB—US), 21-3/4" 7'-0" 4 7 (JB—US), 29-3/4" (JB—US), 42" (JB—US), 52-1/2" (JB—US), 63-1/4" (JB—US) 2" (JB—US), 10" (JB—US), 18-3/4" (JB—US), 7'-6" 4 OR 5 8 26-3/4" (JB US), 36" (JB—US), 45" (JB—US), 54-1/4" (JB—US); 74-1/2" (JB—US) 2" (JB—US), 10" (JS—US), 21-3/4" (JB—US), 8'-0" 4 OR 5 8 29-3/4" (JB—US), 39" (JB—US), 48" (JB—US), 57-1 2" JB—US), 75-1 2" (JB—US NOTE: (JB—US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SHEET 3 FOR DETAILS. DOORS MAY USE 3" TRACK IN LEIU OF 2" TRACK.E. PRODUCEREVISM nawgiyo withfee Fio" the GlDtilne.111eOdglneL 2b1 1ii iw,'L"" i6oiiR l00 uapN�250 5. STATE N11Y L•V MPACT CYCLIC RATED QW/NBk YES MAX SEC110N Na411P. 2C C DATE � TRA W � w sunr 2. SERIES 5745/5765/7565/515/525 sNEET 1 OF ' gp,ry,� fEWSYILE, MLAS 75M . DRAWND PART NO. 411343 4 4 (2) 12 GA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 1/4-200/8" SELF DRILLING SCREWS (2 THROUGH U—BAR AND TOP 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT & NUT IN THE CENTER SLOT ADD (2) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH INSIDE END HINGE) '2" STEEL ROLLER WITH 9" GRADE 1144 OR EQUIVALENT STEM AND 7/16" PUSH NUT AT EACH ROLLER LOCATION LOCATED BETWEEN THE BRACKET OR HINGE (EXCEPT PUCHNUT LOCATED ON THE TOP AND BOTTOM ROLLER IS LOACTED OUTSIDE OF BOTH BRACKETS)._1/4" — — MAX BETWEEN PUSH NUT AND OUTER HINGE. (2) 14 GA WIDE BODY END HINGES EACH ATTACHED WITH (4) 1/4—'14x7/8" SELF DRILLING CRIMPTITE SCREWS 14 GA WIDE BODY INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS — A. OF _A11mR ]IOI S IN NWW I]t PIII - �Il lY R IOIAI DETAIL C 12 GA EXTENSION BRACKET ATTACHED WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS (2 THROUGH U—BAR AND BRACKE 14 GA BOTTOM BRACKET ATTACHED WITH (2) • 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS THROUGH U—BAR AND BOTTOM BRACKET AND (1) 1/4-14x5/8" SELF DRILLING TAMPER RESISTANT '� SCREW HINGE & BACKER PLA7F LOCATIONS 9'-2" MAX 1 NOTE: IF 3" TRACK IS USED, THEN END HINGES TO BE 11 GA MODIFIED HINGES. ROLLERS TO BE 3" STEEL ROLLERS WITH 9/16" DIA. X 9" LONG SHAFT AT ALL LOCATIONS EXCEPT TOP AND BOTTOM. TOP AND BOTTOM ROLLERS TO BE 3" STEEL ROLLERS WITH 7/16" DIA. X 9" —LONG - SHAFT. -PUSH -NUTS -ONLY -USED — AT TOP AND BOTTOM ROLLER LOCATIONS. T-5 6063 ALUMINUM FRAME T-5 6063 ANTERIOR ALUMINUM i EXTERIOR FRAME I 1 SHEETMETAL SCREW \ 1/4" POLYCARBONATE DETAIL \ ® PR000Cr AEv(sED ' . comply'm wi1A 6e Rmi0i &jWmg G.& Th. Gen b&TLO 0sio-L 57AlIC PRE191RE RATINGS APPR— 9ZE5 '' oEscn Pss): +e..GG -nao MAX WIDTIL e•-x• TEST (PSh: +2&00/-10000 MAX KEGRT: 24C \ .. • . • ,O I MG'ACT/CY= RATED (YESMOY YES IWAX SECTION HEIGHT: 2 DETAIL D By f1dIM ' 2501 S�>EHWY 121e Mti 1twtSWRtE. TEXAS 75067 SERIES 5745/5765/7565/515/525 411343 e 0 6 TABLE THIS •-�T_--MINIMUM 2x SOUTHERN LUMBER. 3/8" SIMPSON TITEN HD, 2-3/4" MIN I EMBED INTO MIN 2000 PSI CONCRETE FOR EACH HOLE LOCATION 2 3/4" MIN EDGE I 5/16" LAG SCREW INTO 2 3 4" t1" MIN 2 x 6 LUMBER AT EDGE DIST EACH HOLE LOCATION --\ 1 CONTINUOUS WALL ANGLE—': 1/4-20x9/16" TRACK BOLT I AND 1/4-20 HEX NUTS TRACK CLIP' . . 13 GA MIN CONTINUOUS ° WALL ANGLE ° 1/4"-20 MIN 11 GA ,TRACK OR CARRIAGE BOLT ' CLIP WITH 1/4•'-20 NUT TYPICAL CLIP BOLTING DETAIL 1. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1° O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLEb CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. • PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN RSW TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS OR LAG SCREWS PER JAMB. SCREW ANCHORS OR LAO SCREWS 0.28" AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 2 / 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +293.3/-330.0 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE 13 GA MIN DESIGNED FOR THE LOADS LISTED IN NOTE 5. CONTINUOUS 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. WALL ANGLE MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8" SIMPSON TITEN 3/8" SIMPSON TITEN ' HD 3/8" X 3" LONG HD SCREW ANCHOR TO SCREW ANCHOR TO LAG SCREW` MINIMUM 2000 PSI MINIMUM 2000 PSI CONCRETEYO"' GROUT FILLED CMU"°"' 24 24 23 ua, .iarz u"o"e, s"�me xo ursvui"�i alp, t,"t K IM'AI PLICE PLATE N I T_ u• SEE CLIP DETAIL 1 THIS SHEET �r TRACK CLIPS TO BE EITHER BOLTED OR WELDED. SEE` DETAILS THIS PAGE. 0 \ .\ MIN 11 GA CLIP 1 (1) 1/4"-20 TRACK OR CARRIAGE BOLT PROnuRREWME WITH 1/4"-20 NUT .,cmmoy6vwilb6. TYPICAL CLIP F-V WELDING DETAIL ByC CONTINOUS WALL ANGLE DETAILS R701 SWTE S. SERIES 5745/5765/75.65/515/525 SHEET 4 0 IENISVUL TEXAS 7WC07 CRAWNC PART 411343 ON DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv 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). 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. 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 of the Florida Building Code. DESCRIPTION: Polyglass Polystick LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control ;Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Se`nino., �._--- �- File Copy NOA No.: 17-0614.22 MIAM4DADECOUNTY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 t ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS , APP Sel PRODUCTS DESCRIPTION: Product Polystick IR-Xe Manufacturing Location #1 & #2 Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location #1 & #2 Polystick TU P Manufacturing Location #2 Polystick TU Plus (Surface Printing) Manufacturing Location #1 & #2 Polystick NITS Manufacturing Location #2 Polystick NITS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location #2 Dimensions 65' x T33/8" Or65'x3' 60 mils thick 61' x 3'33/8" 60 mils thick 61' x 333/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick 32'10" x 3'3 3/a" - 130 mils thick 65' x 3'33/8" 80 mils thick 65'8" x 3'3 3/s" 60 mils thick 65'8" x 3'3 3/8" 60 mils thick 32'10".x 3'3 %" Modified Bitumen Test Product Mcation Description V4 D 1970 A fine granular/sand top surface self -adhering, APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt self -adhering, polyester reinforced ASTM D 1970 waterproofing membrane. Designed as a a roof tile underlayment. TAS 103 and A rubberized asphalt waterproofing membrane, glass- ASTM D 1970 fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TA 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 i TAS 103 I TAS 1 103 and ASTM D 6164 i A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polyester reinforced, SBS modified bitumen membrane with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL El SUBMITTED Test Aaency Test Identifier Test Name/Report Date Trinity ERD P10870.09.08-R1 TAS 103 12/04/08 P10870104.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360�06.10 ASTM D1970 07/01/10 P33370 P33370104.11 03.11 TAS 103 ASTM D 1623 03/02/11 04/26/11 P36900 09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300 .110.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.1110.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.110.14 ASTM D 1970 & TAS 110 10/17/14 PLYG-SC101130.06.16-3 TAS 103 & TAS 110 06/27/16 PLYG-10130.06.16-1 ASTM D1970 & TAS 110 06/27/16 PRI Asphalt Technologies 1 PUSA-035-02-01 TAS 103 09/29/06 PUSA-055-02-02 TAS 103 12/10/07 PUSA-089-02-01 TAS 103/ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20I 7A TAS 103/ASTM D4798 & G155 04/01/08 RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23138B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 LABELING: 1. All membranes or packaging shall bear the and state of manufacturing facility and the or the Miami -Dade County Product Control BUILDING PERMIT REQUIREMENTS: nt or identifiable marking of the manufacturer's name or logo, city ving statement: "Miami -Dade County Product Control Approved" as shown below. Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. i 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 INSTALLATION PROCEDURES: Deck Type 1: Deck Description: System Type E(1): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(2): Anchor/Base Sheet: Fastening: Membrane: Surfacing: Deck Type 1: Deck Description: System Type E(3): Anchor/Base Sheet: Fastening: Ply Sheet: Membrane: Surfacing: MIAMMADE COUNTY ...I 1 Wood, non -insulated Min. 19/32" plywood 4 Anchor sheet mechani, wood plank lly fastened to deck, membrane adhered One or more plies of ASTM D 226 Type H or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered. See General Limitations Below. Wood, non -insulated Min. 19/32" plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered One or more plies of ASTM D 226 Type H or ASTM D 2626. Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Elastoflex S6 G, hot asphalt applied See General Limitations Below. Wood, non -insulated Min. 19/32" plywood c Base sheet mechanic One or more plies of A Per FBC 1518.2 & 151 base sheet only) Polystick MTS Plus, vertical laps. Polystick TU Plus, sel See General Limitatior wood plank ly fastened to deck, subsequent cap membrane self- adhered. TM D 226 Type II or ASTM D 2626. 4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4"head lap. (for Below. with minimum 3" horizontal laps and minimum 6" NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully ch sweep the deck thoroughly to re move an 2. Place the underlayment over metal drip e 3. Place the first course of membrane parall Remove the release film as the membrane s be a minimum of 6". Roll the membrane roof with Polystick is acceptable. Memb :ked for protruding heads. Re -fasten any loose deck panels, and dust and debris prior to application. in accordance with RAS 111. I to the eave, rolling the membrane to obtain maximum contact. is applied. All side laps shall be a minimum of 3" and end laps shall nto place after removing the release strip. Vertical strapping of the ine shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1 1. Fire classification is not part of this acceptalnce. 2. Polystick Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G may be used in roof tile systems only. 3. Deck requirements shall be in compliance i ith applicable building code. 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Ex osure Limitations (Days) MTS IR-Xe Elastoflex S6 G TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL 180 90 180 180 180 180 180 180 180 Hazelton, PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the•Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61 G20-3 of the Florida )de. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus or Elastoflex S6 G may be used in both adhesive _ set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanical Ily fastened roof tile applications with the exception of mortar set tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) 1 Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (E3) Profile MTS S6 G BTU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens i The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall be utilized during loading and installation of tiles. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for all underlayments except Polystick MTS which shall be loaded onto battens. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 ti 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. =� If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS1 Plus or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. I POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data I Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1 %" metal disk as required in Miami -Dade County or simplexltype nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back -nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastiabetween the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed ;when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"/12", precautions should be taken, such as the use of battens to prevent the sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top,of all laps of the patch. MIAMI•DADE couNTY NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 11. All self -adhered membranes must be roller minimum of 401bs for a weighted roller fc rolling of patches or small areas of the roo All approved substrates should be dry, cle, membranes commences. An approved sub recommended to refer to applicable buildii The Polyglass Miami -Dade Notice of Ace( upon request by our Technical Services Dc Questions in regards to the application of I Department at 1 (800) 894-4563. Polyglass recommends that applicators foli the National Roofing Contractors Associat l to ensure full contact with approved substrates. Polyglass requires a r the rolling of the field membrane. Hand rollers are acceptable for Brooming may be used where slope prohibits rolling. n and properly prepared, before any application of Polystick 3trate technical bulletin can be furnished upon request. It is ig codes prior to installation to verify acceptable substrates. Iptance (NOA) approval for Polystick membranes can be furnished partment by calling 1 (800) 894-4563. olyglass products should be directed to our Technical Services good roofing practices and applicable procedures as outlined by (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF ACCEPTANCE NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the a. materials. The documentation submitted Product Control Section to be used in Iv Having Jurisdiction (AHJ). This NOA shall not be valid after the exI Section (In Miami Dade County) and/or to have this product or material tested perform in the accepted manner, the ma immediately revoke, modify, or suspend reserves the right to revoke this accept. Section that this product or material fails This product is approved as described h Code, including the High Velocity Hurric ]DESCRIPTION: Series "DH-5560" PI APPROVAL DOCUMENT: Drawing t LM", sheets 1 through 14 of 14, dated 05, signed and sealed by Anthony Lynn Millt stamp with the Notice of Acceptance nun Control Section. MISSILE IMPACT RATING: Large LABELING: Each unit shall bear a p, model/series, and following statement: noted herein. RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (7W 315-2590 F (786) 315-2599 www.miamidade gov/economv plicable rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER - ami Dade County and other areas where allowed by the Authority lion date stated below. The .Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right quality assurance purposes. If this product or material fails to °acturer will incur the expense of such testing and the AHJ may e use of such product or material within their jurisdiction. RER :e, if it is determined by Miami -Dade County Product Control meet the requirements of the applicable building code. ;in, and has been designed to comply with the Florida Building e Zone. Double Hung Window — L.M.I. ). MD-DH5560-01 titled "Double Hung Window Installation - 5/15, with revision B dated 06/06/17, prepared by manufacturer, , P.E., bearing the Miami -Dade County Product Control Revision ier and expiration date by the Miami -Dade County Product Small Missile Impact Resistant label with the manufacturer's name or logo, city, state, de County Product Control Approved", unless otherwise 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 NOAH 16-0714.09 and 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 Manuel Perez, P.E. NOA No. 17-0630.10 MIAMI-DADE COUNTY Expiration Date: September 17, 2020 j0 z J `� Approval Date: November 02, 2017 1 Page 1 File Copy, PGT Industries, Inc. ANCE: EVIDENCE A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0812.04) 2. Drawing No. MD-1)115560-01 titled "Double Hung Window Installation - LM", sheets 1 through 14 of 14, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) LargeIMissile 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 PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal j spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system ati insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.09) 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) WateriResistanceTest, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large 'Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5460 and series 5560 PVC double hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8006, dated 04/27/15, signed and sealed by Idalmis Ortega, P.E. d (Submitted under NOA No. 15-0812.04) 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) Cyclicl, Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5560 PVC double hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8007, dated 04/28/1'5, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA Xo. 15-0812.04) J Manuel P re P.E. �_ProductContro E miner NOA No. 17-0630.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-1 PGT Industries, Inc. C. CALCULATIONS 1. Anchor verification cah Edition (2014) and FB4 prepared by manufactur (Submitted under NOA 2. Glazing complies with 1 D. QUALITY ASSURANCE 1. Miami -Dade Depart E. MATERIAL CERTIFICATIC 1. Notice of Acceptance Nc "Trosifol® Ultraclear, 1 expiring on 07/08/19. 2. Notice of Acceptance Nc "SentryGlas® (Clear ai 07/04/18. 3. Notice of Acceptance Nc for their "White Rigid P 08110/17, expiring on 02, 4. Notice of Acceptance No Inc. for their "Bronze an Exterior Extrusions for 5. Notice of Acceptance No Inc. for their "Performai and Doors" dated 09/15/ F. STATEMENTS 1. Statement letter of confor 61t' Edition (2017), dated Anthony Lynn Miller, P.1 2. Statement letter of no fins signed and sealed by .Ant] lations and structural analysis, complying with FBC 5tn 61n Edition (2017), dated 07/30/15 and updated on 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. To. 15-0812.04) 3TM E1300-09 of Regulatory and Economic Resources (RER). V 1 (CONTINUED) 16-1117.01 issued to Kuraray America, Inc. for their [ear and Color PVB Glass InterIayers" dated 01/19/17, 14-0916.11 issued to Kuraray America, Inc. for their White) Glass Interlayers" dated 06/25/15, expiring on 16-0712.03 issued to ENERGI Fenestration Solutions' USA TC Exterior Extrusions for Windows and Doors" dated 16-0712.04 issued to ENERGI Fenestration Solutions USA, 1 Lighter Shades of Cap Coated White Rigid PVC Windows and Doors" dated 09/15/16, expiring on 04/16/20. 16-0712.05 issued to ENERGI Fenestration Solutions USA, ce Core Rigid PVC Exterior Extrusions for Windows .6, expiring on 04/16/20. lance, complying with FBC 5th Edition (2014) and FBC une 22, 2017, issued by manufacturer, signed and sealed by [ interest, dated June 22, 2017, issued by manufacturer, Lynn Miller, P.E. Manuel ref `021 P.E. Product Contr Exa iner NOA No. 17- 30.10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-2 PGT Industries, Inc. NOTICE F. STATEMENTS (CONTINUED) 3. Proposal issued by Product Control, dated 8/6/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0812.04) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16✓0714.09) G. OTHERS 1. Notice of Acceptance No. 16-0714.09, issued to PGT Industries, Inc. for their Series "DH-5560" PVC Double Hung Window - L.M.I." approved on 08/25/16 and expiring on 09/17/20. Manuel Per Product Control xamin r NOA No. 17 .10 Expiration Date: September 17, 2020 Approval Date: November 02, 2017 E-3 TABLE A: MAXIMUM O.C. SPACING DESIGN PRESSURE RATING IMPACT RATING -� 54' MAX. BUCK WIDTH VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS 6-7 IMPACT RESISTANT B, SEE 30' MAX O.C. 54' MAX. BUCK WIDTH SHEET3 tY 52-1/8' MAX. BUCK WIDTH A, SEE!-'- TOP SASH 12" MAX. SEE SHEET5 1-1/4• B. SEE �. _ �►- 30' MAX. O.C. SHEET 3++ 54" MAX. BUCK WIDTH D. SEE �,- 8 & 9 {r SHEETS 12'MAX• 1 VISIBLE SHEET4 1 _ LIGHT WIDTH 88 MAX B. SEE 30' MAX O.C. A. SEETTT 12' MAX C. SEE r �� SHEET3� it 12'MAX. EQUALLY I / SASH BUCK SHEETS+ - � SHEET4+ HEIGHT r I I / SPACED I VISIBLE T EET / 12° EQUALLY SEE TABLE ANCHORS I LIGHT SEETABLEA SHEETS SPACED II PERTABLES I - II _� HEIGHT �_ EQUALLY' I ANCHORS PER I &11 � II / SPACED I I / SEE TABLE A 1 TABLES B-11 I I /n I j ANCHORS PER X I 84' x I I V 84. x I ! 13 TABLES &11 - I MAX62 x I BUCK -� MAX �- HEIGHT 10° MAX. O.C. BUCK 10' MAX.O.C. 10" MAX O.0 BUCK AS SHOWN X •Q HEIGHT x I I Q X I Q , y HEIGHT X 4 (86.338- jI L_.-_.� SASOM I / 13.807' MAX. O.C. --.-_ __-•_ MAX ) EQUALLY i 13.807' MAX O.C. EQUALLY I SASH 3.60T MAX O.C. EQUALLY SPACED SPACED I VISIBLE SPACED ANCHORS PER I �— ANCHORS LIGHT ANCHORS PER I i I SHEETS SEE TABLES 8.11 I / 1 PER TABLES / HEIGHT A 1 TABLES 8-11 I / 1 A / C A l 1 1 8&9 t 1rz Max s-In MAX 6-10 MAX �1 _ Bt-=.JNO ANCHORS ATSILL (`\+-SEE SILL WEEP= -- B- --_- NO ANCHORS AT SILL-SEESILL WEER - B�--JNO ANC ORS ATSILL �-• } SEE SILL WEEP- D�--J1"1/4 T7 SEESILLWEEP- `� `NOTCH DETAILS, BOTTOM SASH VISIBLE NOTCH DETAILS, NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEETS SHEET4 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH D THROUGHUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5560 IMPACT RESISTANT DOUBLE HUNG WINDOW 75' HEIGHT SEE TABLES 6.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES- ............. ........... 1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LFTE (CAP) MUST BE TEMPERED. ................• - 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS._.................................NS................ 1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. FRAME, GLASS & ANCHOR OPTIONS ................. 2 4) ALL WOOD BUCKS LESS THAN 1-1n' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, FLANGE 8 EQUAL CHANNELLEGIBOX.. 3 DEPICTED AS 2X ARE 1-1/7 THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION, INTEGRAL FIN.. J-CHANNEL.. 4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER (EOR)OR ARCHITECT OF RECORD, (AOR). GLAZING DETAILSES........................................... 5 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. INST. ANCHORS DESIGN PRESSURES .......................................... 8-7 SHOULD BE SEALED. OVERALL SEALI N GIFLASH ING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AN IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES ......................................... 12 fi 1/4' MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES.. T.................................. 12 ASSEMBLY &PARTS LIST .............. ... ..... .......... 13-14 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. CODES / STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION C- DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3% STRESS INCREASE HAS NO -ASTM El 300-09 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 WIT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL, ADM-2015 PRODUCTREVISED 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. oAISI SIOD-12 m mnplying with the Florida 10) REFERENCES: TEST REPORTS FTL-8006 & 8007; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & •AISC 380-10 Building Code BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NOS &ALUMINUM DESIGN MANUAL Acceptance No/ - /)fQ 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ````L1 I,," Reclaim: i.d. Date ���ONY LYNNM� �.UPDATED TO FBC 2017. - JR - By USER INSTRUCTIONS: `.` t)DETERMINE THE SITE SPECIFlC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ��1•,' LICENSE '•�`� 06/06/17`���" 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No. 58705 c�- 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN •; PRESSURE FROM TABLES 4-7. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - VATEOF ��---�' 1070 TECHNOLOGY ORNE GENERAL NOTES &ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP I.�_^�` 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES B-11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR %� ••' N. VENICE, FL 34276 YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSET ARE MET. :0,� ••., <(/ (841 }4861800 Tilfa - �°' 5)IN TALL AS PER SHEET3FORTHRU-FRAMEINSTALATIONORSHEET4FORINTEGRALFININSTALLATION. %(C` '•-;tLOR1DP \?: DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 NAL EP3T ®ING set -/Made~ s�ala sneer D n o- g Na Re.. NOTE:DESIGN PRESSURE RATING DETERMINATION 15 THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, At,4 N MIi4BRyd . INTEGRAL FIN OR EQUAL LECMOX). p,E.N 68705 CERT. OF AUTH. #292se DH-5560 NTS 1 OF 14 MD-DH5560-01 B Glass Types Above Meeting Rail 5-8 15.112° 9-18 12' Glass Type Description (Listed from Exterior to Interior) Design Pressure Table# Sheet# 5 718' Laminated LG.: 1/8' A Exterior Cap + 7/16" Air Space + 5r16' Laminated; (2) Lites of 1/8° A Glass with .090" PVB Intedayer 4,5 6 6 7/8" Laminated I.G.: 1/8' T Exterior Cep + 7116" Air Space + 5/16' Laminated; (2) Utes of 1I8' A Glass with .090' PVB Intedayer 4,5 6 7 718" Laminated I.O.: 3116' A Exterior Cap + 3/8° Air Space + 6/16" Laminated; (2) Utes of 1/8' A Glass with .09D" PVB Intedayer 4,5 6 8 7/8' Laminated I.O.: 3116' T Exterior Cep + 318' Air Space + 5116' Laminated; (2) Utes of 1/8' A Glass with .090" PVB Intedayer 4,5 6 9 718" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 516' Laminated; (2) Utes of 1/8" H Glass with .090' SG Intedayer 6 7 10 171W Laminated I.G.: 1111' T Exterior Cap+ 7116' Air Space + 5116' Laminated; (2) Utes of 118' H Glass with .D90' SG Intedayer 6 1 7 11 718" Laminated I.G.: 3116' A Extedor Cap + 3/8' Air Space + 5/16" Laminated; (2) Chas of V8' H Glass with .090° SG Intedayer 6 7 12 718' Laminated I.G.: 3/16' T Exterior Cap + 3/8' Air Space + 5f16' Laminated; (2) Liles of 1/8° H Glass with .090' SG Intedayer 6 7 13 7/8' Laminated I.G.: 1/8' A Extedor Cap + 6116' Air Space + 7116" Laminated; (2) Lites of 3/18' A Glass with .090" SG Intedayer 7 7 14 7/8" Laminated I.G.: 1/8" T Exterior Cap+ 5116' Air Space + 7f16" Laminated; (2) Utes of 3116' A Glass with .09D" SG Intedayer 7 7 15 718" Laminated I.G.: 3116' A Exterior Cap + 1/4" Air Space + 7116' Laminated: (2) Utes of 3116' A Glass with .090' SG Intedayer 7 7 16 719' Laminated I.G.: 3f16' T Exledar Cap + 1/4' Airspace + 7116' Laminated; (2) Utes of3/16' A Glass with .090" SG Intedayer 7 7 1G 1 C "• .I 1 -.1 = EAIr`Yr1DC TYD/1111. TY= =D AF Group Anchor Substrate Min. Edge Distance' Min. Embedment' A #10 SMS (steel, 18-8 S.S. or 410 S.S.) Southern Pine (SG--0.55) 7/161 1-/e" Steel, A36' Steel, 318" 0.050, Steel Stud, A653 Gr. 33' 318" 0.0451" (18 Ga.) Aluminum, 6063-T5' 318' 0.050, - - 3116" steel Ultracon - P:T-SouthernPine (SG=0:55)- -7/16- Concrete (min. 285 ksi) 1°r0.04451' 8" Ungrouted CMU, (ASTM C-90) 2-1/2"4" #12 SMS (steel, 18 6 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9116,8" Steel, A36' 318"0° Steel Stud, A653 Gr: 33' 3/8 18 Ga.)g Aluminum, 6063-T5' 3f8"3'114" steel Ultracon P.T. Souther! Pine (SG=0.55) 1'8° 1/4" steel Cretellex P.T. Southem Pine (SG=0.55) 1" 13/8" 114" steel Aggre-Gator P.T. Southern Pine (SG=0.55) 1' 1-3/8" C 1/4" steel Ultracon Concrete (min. 2.85 ksl) 1" 13/4' Ungrouted CMU, (ASTM G90) 2-112" 1-1/4" 1/4 steel Cretellex Concrete (min. 3.35 ksi) 1" 13f4" 1/4' steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 13/4" D 1!4' steel Creteflez Concrete (min. 3.35 ksi) 2-117 13/4" Ungrouted CMU, (ASTM C30) 2-1/7 1-1/4' 1/4" steel Aggregator Concrete min. 3.276 kei 1-1/2" 1 8 Grouted CMU, (ASTM G90) 1 7 2" Group Anchor Substrate Min. Edge Distance Min. Embedment! E 2-1/7 x .131' Common Nail P.T. Southern Pine (SG=.55) 3f8' 2-7116' 2-112" Ring -shank Rooting Nall P.T. Southern Pine (SG=.55) 318" 2-7/16" F #10 Trusshead SMS (steel, 18$ S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2' 13/8" Aluminum, 6083-T5' 3I8' 0.050' Steel Stud, Gr. 33' 318' 0.0451' (18 Ga.) Steel, A36' 316' 0.050" #12 SMS (steel, I" S.S. or 410 S.S.) P.T. Southem Pine (SG=.65) 9/16" 1.3/8" Aluminum, 6063-T5' 318' 0.063- Steel Stud, Gr. 33' 318° 0.050' Steel, A36' 318" 0.050" GLASS TYPES 5, 7, 9, 11,13 8 15 MAY NOT BE USED IN THE HVHZABOVE 30'. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. MIN. OF 3 THREADSSEYOND THE METAL SUBSTRATE. Frame Glass Frame Types Options Contigs. Installation Options that may be used (see Fig 13) (see Table 1) (see Fig A) ....Into 2XWood Frame/Buckstdp -sheet 3, option 1 Flange 5 - 16 Equel4Jte, Onetlo Through the tame .. ..Into Concrete'CMU - sheet 3, option 2 ....through 1X Buckstrip Into CancretelCMU - sliest 3, option 3 (#2) 8 Cottage Cottage of the wmtlow...... ....Into Metal -sheet 3, option 4 ....Into 2X Wood FramAVBuckstdp - sheet 3, option 1 Box / Equal-Leg6 - 16 Equal-Lite, Oew Through the frame ....Into Concrete/CMU - sheet 3, option 2 ....thnwgh 1X Buckstdp Into Concreta/CMU -sheet 3, option 3 (#4)of 4) & 8 Cottage the window...... ....Into Metal - sheet 3, option 4 Through the into 2X Wood FremelBuckstdp - sheet 4, option 5 J-Channel 5-8 EeVPmAe, Ode Integral In ,•„IntoMetal - sheet 4,option 7 1 Cottage Cottage Through the creme , ,Into 2X Wood Frame/Suckstd sheet 4, option 6 P - P •,,,kilo Metal - sheet 4, option 8 of the window...... Through the _.Into 2X Wood Frante/Buckstdp - sheet 4, option 5 Irdegrel Fln 5-8 E el•Lte, On Integral ffn...... ,...Into Metal - sheet 4, option 7 Cottage 6 Cottage Through the frame 9 ....Into 2X Wood Frame/Suckstd sheet 4, option 6 P - P ..... Into Metal - sheet 4, option 8 ofthe window. ..... EQUAL-LITE ORIEL COTTAGE Matedal Min. Fr Min. F" Steel Screw 92 ksi 120 ksi 18.8 $crew 60 ksl 95 ksl 410 Screw 90 ksi 110 ksl Elco Aggre-GaterO 57 ksi 96 ksl Elco Ult!aCon® 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 kal 189.7 ksl 6063•Tb Aluminum 16 ksi 22 ksi FIGURE B:PRAME--TYPES 2 6 4 E.::3 BOX ORFLANGE EOUAL- LEGKI 1 0 J-CHANNEL q 3 0 INTEGRAL FIN C� q o 0 �o Q� 'A' = ANNEALED "H' = HEAT STRENGTHENED - T = TEMPERED "PVB" = .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG"- .090'SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. A. Steel 36 ksi 58 ksi ' Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as comp!yins wirh Lhe Florida 1111 111 / Bui!din� Cute ACcePtaaceLYN ;�\l�`�NcEnisN��l��'� vwm RANCHORSRE-GROUPED. Byp'rerwnDse �IWXLL� Q.�: F :�(n� Dliani Deder Pro3eu - No. 597os = - J R - 06/06/17 %p :, � ® Daacrfp6vn: GLASS/ANCHORS/FRAME OPTIONS Dm n or. J ROSOWSKI 1070TECHNOLOGY DRIvE sTh ��'•, TE 0 !V . -•,ELORIDP ••' \?: N. VENICE, FL 34275 (%++>-080-+� Date: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 PsaV °'m ML Wrens RESERVED/Model: sarrea seek. Sheatr Drarfng Nv. Rer. A. LYNN MILLER P.E. DH-5560 NTS 2 OF 14 MD-DH5560-01 B ' P.E.#56705 CERT. OF AUTH. 029295 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT T } 1 EDGE FLANGE FRAME SHOWN j II --1—L n DISTANCE L1w MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND TYP.ANCHORTYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2. THIS SHEET. EMBEDMENT 1/4' MAX SHIM 16 1W MAX SHIM •-�I r-- 18 , VISIBLE 17 LIGHT WIDTH EDGE Q BALANCE - - -- •� a DISTANCE 44 TYPE BOTTOM VARIES SASH -- TYP. ANCHOR Ijn�II 42 WITH SASH . ••. �q WEIGHT 54 o (� 30 31 I'LJII TYPE EMBEDMENT AND EDGE DISTANCE PER • • ' n I I D TOP SASH n � I IIIl EDGE DISTANCE SUBSTRATE, SEE TABLE 2, SHEET 2. JI II OCJo o VISIBLE o c �. 1 ll U FLANGE �� LIGHT WIDTH Da, EQUAL FRAME 10 87 12 LEG/BOX 19 NOTES: SHOWN FRAME EXTERIOR 72 V 20 OPT. SASH TOP BUCK WIDTH SHOWN LIFT v VISIBLE RAIL 1) USE ONLY LIGHT I HORIZONTAL SECTION A -A HEIGHT SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, — ---- -- - - - - — - SHEET 2 FOLLOW EMBEDMENT AND - - - " 48 DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. I 49 ' 4821 FOR ALL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES. TABLE 2, SHEET 2. 0 WINDOWS: 1 INSTALLATION OPTION SHOWN MAY ANCHOR Q BE USED ON ANY SIDE OF THE 15 3.55" FROM WINDOW. 114" MAX. END AND AT SHIM 1i10 OR #12 STEEL 114• MAX, 45 46 47 CENTER. 2) MASONRY ANCHORS MAY BE SELF•DRILLINO BUCK FOR USED INTO WOOD AS PER TABLE 2. SMS (GS), SEE SHIM —7 HEIGHT O WINDOWS SHEET 2. ALL WOOD BUCKS LESS 720 TABLE 2, 50 O 16 OVER 36' THAN 1.1@'THICKARETO BE SHEET2. D EXTERIOR WIDE: ADD CONSIDERED IX INSTALLATIONS. IX 30 ADDITIONAL WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO VISIBLE Cj16.3/6' SUBSTRATE. WOOD BUCKS FROM END. DEPICTED AS 2X ARE 1-Ire THICK 86 LIGHT OR GREATER. 1X AND 2X BUCKS q q HEIGHT (WHEN USED) SHALL BE DESIGNED 18 TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LEG/BOX (2)1" O 64 LOCATION: 6-M' DESIGN AND INSTALLATION IS THE SHOWN D FRAME ❑ 63 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN INTERIOR OR ARCHITECT OF RECORD, WEEP � EXTERIOR NOTCH31 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION EACH END. 30 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH +"ADDUCT REVISED as W"%Plying with the Florida BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Building Code 8 O l l l l 1 l I LYIV_ A—waaa No / �.1 D EQUAL-LEGIBOX 1/4'MAXSHIM �`'���.. �.... � l�'; RNO •CHANGES THIS SHEET. D,•q �� FRAME SHOWN �DOOF.'•.� o VISIBLE LIGHT FORMULAS Q : :F� '; DedePrcaiarCe * : N0. 58705� i 27' X 1.25' NO ANCHORS°T"////; . '� — WEEPHOLE REQUIRED IN @FU(EDLITE: BUWIDTH C WIDTH-7-12' "l - OesenDOon: Orcwn By: W/COVER® FLANGE OR 1� 1070 TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI 2.87' FROM 38 " • S ATE O N. VENICE, FL 34275 EQUAL -LEG HEIGHT(EOUAL-LITE) '� EACH END. FRAME SILLS c<` :c<ORIOP,.•��; (ea1}4eD-16w DOUBLE HUNG WINDOW INSTALLATION — LM 05/15/15 BUCKHEIGHTl2-4.9/8" %s �j �S�DNAL 0WMGHro2017 �1........11� Pw DDIUSRe%INC. Sertes/Model: Scale: Sheet Drawing No. Rer. VERTICAL SECTION B-B A LYNN MILLER P.E ALLRIGHra REGERVED P.EJ158705 CERT. OFAUTH.{l292S6 DH-5560 NTS 3 OF 14 MD-DH5560-01 B INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT ANCHORED THROUGH INTEGRAL )-- EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. . TYP. ANCHOR TYPE, J-CHANNEL FRAME j�j EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SHOWN II I SEE TABLE 2, SHEET 2. VISIBLE LIGHT _HEIGHT L--1/4' MAX SHIM TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE DISTANCE PER SUBSTRATE, _ L_ SEE TABLE 3. SHEET 2- (NAIL SHOWN) INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM BALANCE TYPE BOTTOI VARIES SASH VTTH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 18 1/4• MAX SHIM VISIBLE 17 LIGHT WIDTH ❑ I 64 30 0 31 TOP n(� SASH 111 —I VISIBLE / I— EDGE DISTANCE I I EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, SEE TABLE 3 SHEET 2 ••. J FA11 FRAME ,�BJ V ,� SHOWN (NAIL SHOWN) FRAME 87 NOTES: SHOWN 20 OPT. SASH TOP BUCK WIDTH EXTERIOR LIFT RAIL 1) USE ONLY SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 & 3 BUCK Lf U "(I HEIGHT 50 16 EXTERIOR 30 T a j VISIBLE B6 LIGHT HEIGHT (2)1- 16 INTERIOR WEEP 64 NOTCHES AT O 6' EACH END. 31 .27' X 1.25' WEEPHOLE 38 7 30 OF SHEET 2. FOLLOW EMBEDMENT 1/4• MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. FOR ALL AND EDGE DISTANCE LIMITS. ANY SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3 SHEET 2. WINDOWS: 1 INSTALLATION OPTION SHOWN MAY EDGE ANCHOR@ BE USED ON ANY SIDE OF THE DISTANCE 3.55• FROM WINDOW. END AND AT #10 OR #12 STEEL 1/4' MAX CENTER. 2) MASONRY ANCHORS MAYBE SELF -DRILLING SHIM 3�FOR USED INTO WOOD AS PER TABLE 2, SMS (G5), SEE Vy1rypOW5 SHEET 2. ALL WOOD BUCKS LESS TABLES 2&3. D� OVER 36' THAN 1-12• THICK ARE TO BE SHEET 2. WIDE: ADD CONSIDERED 1X INSTALLATIONS. ADDITIONAL 1X WOOD BUCKS ARE OPTIONAL IF SCREWS UNIT IS INSTALLED DIRECTLY TO @16y8• SUBSTRATE. WOOD BUCKS FROM END. DEPICTED AS 2X ARE 1-1f2'THICK GREATER IX BUCKS (W �q (WHEN USED) SHALL BE DESIGNED FIN ANDlOR TO PROPERLY TRANSFER LOADS TESTED UNIT TO THE STRUCTURE. WOOD BUCK FLANGE REMOVED LOCATION: 6-518' DESIGN AND INSTALLATION IS THE 0 IN -FIELD FROM SASH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �� ❑ o (� �� OR ARCHITECT OF RECORD. FRAMESHOWN u �J 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTAL [ON (ALSO REFERRED TO AS DAYLIGHT OPTION OPTIONS ?ROL7!JC'T REVISED OPENING) IS MEASURED FROM TYP. ANCHOR TYPE. EMBEDMENT AND aotaplying with the Florida W/COVER @ ANCHORED THROUGH ANCHORED THROUGH FRAME INTO c BEADING TO BEADING. building Code O D ),O 2.BT FROM EDGE DISTANCE PER SUBSTRATE, SEE INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGEREMOVED) / Acceptanm No EACH END. TABLE 3, SHEET 2. (SCREW SHOWN) INTEGRAL FIN IM sH� FRAME SHOWN ❑ T VISIBLE LIGHT FORMULAS' NO ANCHORS REQUIRED IN WIDTH FRAME SILL IF ANCHORING @SASH: BUCK WIDTH -6.1/2• THROUGH THE FRAME. Q @ FIXED LITE: BUCK WIDTH -7-12' EDGE DISTANCE INSTALLATION OPTION 5 HEIGHT(EQUAL-LTTE) ANCHORED THROUGH BUCKHEIGHT2-4-3/8• INTEGRAL FIN INTO 2X WOOD EMBEDMENT FRAME OR BUCK -STRIP. SEE VERTICAL SECTION D-D NOTE 2, THIS SHEET. 1 \\ / ``�.\aONY LYN/y�,/, ��.•'' 1.10ENSF'•. •. ; _ �• No. 58705 * �� : 6" f"7 �` O '• S ATE O i T-' % T '•. ',(�S ••F<ORIDP`.. 0�=� ��i LS�ONAL EN\\\ //llfl i11 `\ ALYNN ILLeN, PE P.E.058705 ® Revlslon: NO CHANGES THIS SHEET. c itation Date -P Llll�J By / Miami ade Pc DesoAptlon: J-CHANNEL & INTEGRAL FIN FRAMES Drown W. J ROSOWSKI 107p TECHNOLOGY DRIVE N. VENICE, FL 34275 (sa1)-080.1800 T ck: DOUBLE HUNG WINDOW INSTALLATION - LM Date: 05/15/15 W MMM tc4t117 µL FUGHTg RMUD Self-IModeh DH-5560 Seale: NTS Sheet: 4 OF 14 Omwing No. MD-DH5560-01 Rer. B CERT. OF AUTH.#29298 7/8' NOM. 718' NOM 718" NOM. I I 7/8" N I 7I8" NOM. �- 5/16• A/A 5/16" A/A P 5/16" A/A 5/16' A/A PVB 5/16"H/H 7/16" AIR 7/16" AIR SP 3/8" AIR 3/8" AIR SPACE 7/16" AIR 1 /8" 1/8" T G 3/16" _A 3/16" T GLASS 1/8" aa a EXTERIOR IMA7&79 n GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8" NOM. --�{ I 7/8• NOM. �+--• I 7/8' NOM. 7/8" NOM. �+-- I -�{ 71V NOM. I �•�- I 5/16" H/H SG 5/16" H/H SG 5/16' HM SG 7/16" A/A SG 7/16" A/A SG 7/16" AIR SPACE 3/8" AIR SPACE 318" AIR SPACE 5/16" AIR SPACE 5/16" AIR SPACE 1/8" T GLASS 3116" A GLASS 3/16" T GLASS 1/8" A GLASS 1/8" T GLASS - - - -- a EXTERIOR - - - - - - - - - -- - - - C] EXTERIOR - - - - -- - - - a EEXTERIOR -- - - - - a EXTERIOR - -� - — _ a EXTERIOR -------- ---- - 78-79 TB-79 7679 76-79 7679 PVB SPACE A GLASS aEXTERIOR 76-79 PVB SPACE GLASS EXTERIOR 7&79 H SG SPACE A GLASS a EXTERIOR 76-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�{ 7/8' NOM. I 7/8" NOM. 7/16" A/A SG 7116" A/I 1/2• NOM.GLASS GLASS TYPES 8 THROUGH 1/4" AIR SPACE 1/4" AIR 76-79 BITE TYP. 16 MAY NOT BE USED 3/16" A GLASS 3116" T 72 74 • INTEGRALWITH F FIN FRAMENEL OR S a EXTERIOR a GLASS TYPES 6, 7, 9,11. 13 31 815 MAY NOT BE USED IN 7&79 EXTERIOR 75 THE HVHZ ABOVE 301. PRODUCT REVISED <D GLASS TYPE 15 GLASS TYPE 16 s. complying with the Florida 38 30 Building Code Accepunra Expirat oa Date Re. lon: \\\\ �YlyN��%% 0� �( NO CHANGES THIS SHEET. By ` a�`.•'''\,ICENSF'•. MJaro' ado Ptodueh ' ' • GLAZING NOTES: "A"=ANNEALED TYP. GLAZING DETAIL 'H" = HEAT STRENGTHENED No. 58705 - (�` PT '�l/� 1070TECHNOLOGY DRIVE Deoalp*n: GLAZING DETAILS 0rorn By. J ROSOWSKI -i=TEMPERED �T I N. VENICE FL 34276 'PVB' =.09V TROSIFOLO PVB BY KURARAY AMERICA, INC. •SO•=.090'SENTRYGLAS® INTERLAYER BY KURARAY AMERICA INC. f '•;F�S••�oRloP••NG�?; (941}480.1600rium DOUBLE HUNG WINDOW INSTALLATION -LM 05/15/15 LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. ��i A/. \0 a CTfIry MIL4.'E o,�m�,7 copmFOR P• NO�TR®• wo• 7�t.Lalc"re Ra:s o Serks/Model: Scala st-L• Growing No. Rer. ,P.E DH-5560 NTS 5 OF 14 MD-DH5560 f B P.E.N58705 CERT.OFAUTH.#29298 STRUCTURAL POLYISOBUTYLENE 1/4• NOM. WITH DESICCANT ExT. GLASS 0 76 KODISPACE 4SG TPS INT.GLASS HOT -MELT BUM STRUCTURAL SILICONE FOAM 3/16' NOM. WITH DESICCANT Exr. GLASS SUPER SUPER SPACER'-P'NXTTm INT. GLASS BUTYL & DESICCANT FOAM DURASEALD EXT.GLASS 7e SPACER INT. GLASS • POLYISO-VINT.GLASS NT FILL AREA BUMENE5/16" NOM. SEAL LICONE SEAL ROLL-FORME STAINLESS STEP XL EDGE1" EXT. GLASSSPACER Part # Description Material 76 Kommerling 4SG TPS Spacer System 77 Quanex Super Spacer nXr With Hot Melt Butyl See this Sheet fir 78 Quanex Duraseal Spacer Materials 79 Cardinal X_ Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 5968 & 897U oleas7ypea: Design Pressure, Ibsne 5, S. 7 & 8 +50.0 rs0.0 Relnformment Level: R1 For 00 wbW w & each aim pm Table 8 M tnn.e o,N for ANCHOR GROUP AND QUANTITY. JFHE-ADER TOP SASH HEIGHT D D MEETINGRAIL 24 P — 24 0 D ExrEwoR BOTTOM a SASH HEIGHT 23 SILL TABLE 5: GlanTypm Design Pressure, Ibs/ft2 6, 6, 7&8 +65.0 /-70.0 Relnformment Level: R2 Ford window & eash sizes pa Table 8 SEE TABLE 9, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. TOP SASH HEIGHT HEADER NOTES: MEETING RAIL D 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH Q THE FRAME OR INTEGRAL FIN. — D 2) FRAME DIMENSIONS ARE BUCK. O SASH HEIGHT IS AS PER THE 6 FIGURE. EXTERgR BOTTOM a SASH 3) FOR SIZES NOT SHOWN. ROUND HEIGHT UP TO THE NExT AVAILABLE DTH OR HEIGHT ENSION 23 0 H I SHOWN OWN ON THE TABLE. SILL V %� _i V r q1111 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5-8 LEVEL R2 REINFORCEMENT & GLASS TYPES 5-8 (REINFORCEMENTS SHOWN IN FIGURES (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) CONFIGURATIONS) PRODUCT REVISED os complying with tht Fluids • Building Code Ac roptonm No 0 Expire' Date - tt // ��tttpNY LYN/y ''% � •' VCENSF •. �(�� � Rerrnlom NO CHANGES THIS SHEET. ny Miami' a uG Qa�,r. * : No. 58705 * _Dmwn Downpum �Q'•, �?A im-rECHNOLOGYDRNE N. VENICE. FL 34275 PACERS & DESIGN PRESSURE TABLES J ROSOWSKI - OF (` ��S '•. �ORIDP,.•'' (941}4aD•1600 Title: DOUBLE HUNG WINDOW INSTALLATION Dote: - LM 05/15/15 NAL E�G� PWINDUMMEeI Serfw/FfodeE Scafe Sheet: Orawlnq No. Rer. AiS't•INMIIII!d�`P.E A1LR1O1181�""F' DH-5560 NTS 6 OF 14 MD-DH5560-01 B P.E-958705 CERT.0FAUTH.Q9298 °ilery°'a` e,ta, 11412 toen tteBe nr�d,en itanpe®1MMVn NeipHSDan1 eenem Galin ikl04 R., Final Design Preeaure(Iba1R) rmmbeo:nle Yntw WOUY.al Busk W1e100n) 4e s2125 34 24 EquaNte 11.268 +mD -110.0 *110 -110.0 .T0.0 •109D ennaaaO crepe 1].61T•W.01B .Tait -11a0 +10A -1W.0 .T0.0 •1o4A 26 eqm to 1IAIT-13.51e +m0 410.0 +70.D •110.0 .70.0 •110A SWiaeN PxO il"-11318 a70.0 -110.0 470.0 4WA +T0.0 -110.0 TaOexl 23.61T-24.081 +T40 -110.0 +RO •itOD +70A •109jo 6taiWiOCANpe 2mfil?- 1516 +r0.0 .110.0 +740 -IICA +70.1 •1140 37.376 Eq�eLYte 1&B10.20.516 +T0.0 -110.0 470.0 -110.0 +70.0 -1IOA 6hn sel Pm 11d17-1i015 4110 410.0 -70.0 -1ImC .70.0 •110.0 6Mneet 11266•IIAIB +70.0 -110.0 . D -,Imo +70.0 •1104 md17-37516 .RO •11m. .10.0 •fa20 +70.0 -10/A ae 26.311-29.516 +7110 -110A .74D -110A N0.0 •110.0 Ofhpo 21517-26.516 +R0 410.0 .TOA 410.0 +70.0 4I A 44W 2D577.23.516 +T0.0 -110A +7DA -110.0 +700 •%i0A W 10.018-20518 .70.0 410.0 .70.0 -n6A +70.0 •110A NEW ¢e 11517-1i015 .70.0 -11D.0 -70.0 -110.0 .7DA •110A l Ills.-11.516 .70.0 -110.0 .70.0 -IIDQ*MA-110A 2fiB17-34f41 +TOD -110.0 170.0 -110.0 +7DA -110.0 lhpe 23317-211DIS .70.0 4t0.0 +Tap -110.0 .70.0 -110.0e 2mB17. WIG +7oA -1140 .70D •110D1700•1100 48 Stan Pmeew IU14-20.518 470.0 410.0 470.0 •110A .7ao •I10.o aetem SUa 14317-18015 -MA -110A +R. 1fOD .m0 4tOA potem Sue 11.517.14.SIS 470D 410A MO 410.0 .70.0 •110A Swwat 1126a•11.61e 470.0 -110.0 471.0 -110.D Nam •7f0.0 € T.Delt 3DSIT•30.768 +70D •110A .704 4104 +70.0 -IIOA 81 ICO pe 27A7.30316 .70.0 -110.0 .704 -110.0 +7DA -110A aelao sae 24.517-N.615 +70.0 -110.0 .760 •IiU +710 4IDA .+y1 m - - - --Egte - -2U17-24.510 ".a -110.0 .70.0 -110D +TOA AIDA -� stets Pmeew 1"15-21.615 .70.0 -110.0 .70.0 -110.0 +70.0 -IOTA aetan Sue 14.617-16015 +70.0 -110.0 +70.0 -1t" +710 -it" Costae Slta 11317-fA.618 4R0 •JlM0 +740 -110.0 +RO •i10A biveet 112e5-11.518 +740 -1t40 .Tmo •110D .RO -110A Slsm CAldpe 34517-XM 470D 4140 -70.0 410.0 +70A •110.o WMaln Sue 32311-N.516 170.0 -110.0 +7OA 410A +70A -1104 E"w lw 29.517:31516 .70.0 -110.0 .70.0 41H +70.0 2104 Oetan St. 263I7.2B318 +70D -110.0 +70.0 •114D +RD •110D 62 BbMak Hm+ 23317.26.515 .RO 410.0 +RO •11ma 1T40 -110D Oman elte 21.G15-23Ais .70.0 •110.0 +70.0 IAIoA +".a •110.0 Oetenl She 18.0IB2Le75 170A 4140 +R0 1 -110.0 40A •109A Milan Sue 14111-18015 +70.0 •110.0 +74D 1410.0 +70.0 -110A SWIM idle. 14415 +7o0 4140 +70.0 -110.0 170A 4m0 Taseet 385A-a12W .10.0 -Ilao "A •1104 +7a.0 •110.0 Egw.l. 38317.39516 -70.0 •1110 170.0 410.0 40.0 410A Mftnsue 11.517.36dt8 .70D -110.0 470.0 -110.0 +70.0 -110A Cuetan sue 32.517.MUM .70.0 -11GA +70.0 •110A 470.0 -110A T5 aatein Ste 30517-3ZBIS .70.0 -11LO .70.0 41DM +70A 410A Slen6n0 Pmke 28617-30.516 N0.0 41a0 .70.0 •110A +70A 410.0 Omem stie 2e317.25AM .70.0 -1140 N0.0 -110D +7a.0 -flab Wotan she 24.516-26.516 NOD 410.0 +10.0 4" 170.1 -110A EgONtO H.26B +7oA -110,0 +70.0 -110D +704 -11" C+elnn St..36a17-H.269 .760 -1f0.0 .RO -710.0 .70.0 -lima O01em Stm I 35At7.3851e .70.0 1 •11mo I T0.o 1 •110D +7no -1133 BhMara PW -=516 1 NOD -110.0 +70.0 -Ilmo *Ton .110A "MIN, BOTTOM SASH HEIGHT = WINDOW BUCK HEIGHT- 48.4134 NOTES: 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. olnelTT..'. 1114. 1.all ealerarunanl YwkO BeDa1ISn0 De p11en W gY 11-roa OiOpw Heignt8Me11 s_ een Waltloom0 naal Final Design Prea.Ture(IblfRT) 9 1e 1 24 32 38 40 ae am125 54 24 Equ no 1I.2ee .70.0 -ilma .7a0 •11Q0 .7011 -11" +740 -110A 4M. 41%. +TOD -11oD +10.0 -110.0 •RO .lwA 61eMr11 a-- 13At7.16A16 .RO -110A .70.0 •110A .m0 - ma N4A A'... .740 .11.0 170D -110A -Mo -t.7A .7ao -I- 28 Equaiee 11.617. WIG +R.O 41MG 47DA 4101 +70.0 -limit +T0.0 •110.0 +7m0 -110.0 NOD 410A .70.0 •119A .70.0 •1f0.0 51nkAe 14aeew 11168-11.518 4R0 -1140 +70.0 -1t0.0 +Tait -+1Q0 .70.0 -110.0 +RO -110.0 .iDA -710.0 +?DA •110.0 .RO •110.a Te l I:t.5t1.2&e3I NDA -IIMC +70A 410.0 1TOA •110A +70.0 41MG 47U 4%0 .TOA 41U .m0 -tlm0 .70.D -1040 SleeaN Caaape 20317-23Afa .70.0 410.0 170D -110.0 1m0 -110A 470.0 -110.0 +70A 41m0 +TOA -IIm0 +1a0 -110A +7V.0 410A 37.375 ewT oe 18Af1.2adle +T40 41DA +70A 41DA .70.0 -11OX .TVA -1I0.0 +744 -I1n0 4100 411XC +R0 410.0 +70A "I" staleaN f+muew 7tell -180fa +RO -110A .m0 .11Q0 No.O •110.0 .Tao -1f0.0 N0.0 -17n0 H0.D •110.0 +_ -It0.0 110.0 •110.0 Slemel 11.T56-11a15 +RO -I10.0 +70.0 •110A 110.0 -7f0.0 N0.0 •110.0 +70.0 -11n0 +T0.0 •710.0 +m.a -110.0 +RO •tiD.D Tebed 29.517.31516 .RO -11DA .RO 410A N0A -110.0 +70A 4140 Oma 4100 170.A •110D +m0 .102D .m0 -1DL0 Cutem St. 26-BU- 1% +70.0 AIDD 170.0 •11010 +T0.O -IIC.O 170.0 -1ICA -MO 41MO •70A 410D 47mG .110D ITS •1f0.0 6WAA0 C411ar 23.817. X616 +70.0 AIDA 470.0 410A 470A -ItaA 470.0 410X 470.0 4140 470.0 -IIm0 .RO 4ImG 470.0 •110.0 M EWAZW 20.617. 23.516 Nm0 41a0 .70A •110.0 .Tait -IIOA +TCA 410.0 +70.0 41a0 470A •110A +RO -11" .RO •110.0 Standen Pa 18o16-2a518 +70.0 41DD -XI) •1140 -70.0 -IIDA Na0 .1ICA +i0.0 410.0 .7UA -IIoA .70.0 410A .740 410.0 GAtamelte 11317.7a016 Nam 410.0 -70X 410A .70.0 -110A .7Q0 -1t0.0 .70.0 •ItaO 470A -110.0 +R.O -110D +'7D.0 •7f0.0 Shahll 11256.11.515 +RO -110.0 +70D -limit .70.0 -t10.0 ."A .110.0 47p,0 -1100 I -110A +704 -110.0 .7Djo 4%0 Teleat 28517.MI41 4m0 410A .70A 410A .710 AIDA .R0 .110.0 .70.0 -110.0 4140 -11DA +RO •110.0 +70.0 •It0.0 6hn MCollege 23BIT•285I0 +70A 410.0 +70D 41a0 +RO -110.0 .TOO -1140 +70.0 MIME +70A -110.0 .70.0 -I10.0 +RO -f1Q0 Eqt to 20.617.21.6lfi +me 410A .TAD •11m0 +T0A 410.0 +TOD -1f0.0 +70.0 41MD +70.0 -1140 +70.0 410M +RO 41MD 46 a-tecuew 1io16.2461e .me •1t0D 470A •IICA +70D •110.0 NOA 410.0 +RO 410M +70.0 -110A +R.O -IIDA .70.0 -110.0 Qe0a11alte 14517.1n015 .70.0 -110A .700 -110.0 +MA .110D +m0 -110A N0.0 4100 .111D -11. +7m0 -11..RO 410.0 CeOtem sm. IUIT-sidle[*7-Q.O D -il0.o N0D •1ID.0 To.. 410.0 +70.0 .110.0 +70.0 41an +TOD -110A .m0 410.0 4mO -110D SwInst 11266.11d1aA 410.0 +70A -noD +70.0 •110D +TOA -110.D 470.0 1-110A ODD 410.O +R.O • 10b +70.0 -I10.0 T-t 34617.787660 .1'0A 47U 410.0 +710 410.0 +710 -110.0 47010 A100 NG.O 410.0 +MA 410b .70.0 41U Gh Coup vAo-am6t6A -1140 470D •110A •70A 41n0 +70A 41DA .70.0 41a0 NOD -ifOA .70.0 -IloD .RO •110.0 C1mom BI. 24.517. 27AI6A -1f0.0 470A •11" .Tajo •11DA .RO •110.0 47aA -11D0 47" -IIOA +70.0 .110A +RO 410A S - 49.625 --Eq.W.- -21.51T=215i6'0 AI0A -N0A -110.0 47D.0 AID.9 .TOA 41m0 .70.0 •11QO .70A .110.0 +710 410.0 .70.0 -710.0 8Wgard- l&MG.21AI6D 410.0 4711.0 410A -7DA 41CA .TOA -110.0 NOD -nab +70.0 •110.0 .70.0 -IIDA +70.0 •10TA custom sue 14117•IBA15.0 -11" 470.0 -110.0 +70.0 4100 +70.0 410A .70.0 4100 NOD •11D.0 +70.0 .110.0 4R0 410.0 Cusece Sue 11.517. 14.5100 410D 4700 4140 .70A -II.A 170.0 -110D +70.0 41MG +70A 410A .RO -110D 4R0 410.0 SO f72s5. 1U16O 41CA +?AA 4100 .70.0 410.0 .T0.0 410A .70A -II00 .70A -1140 +?me 410.0 .70.V -110A Stall CMape 34A17. 38.787A 410A 470M 410.0 1R0 -110A 1113A -1ICA NOA 410.0 +70A •110A .RO -1o8.1 +m0 •1037 Oelam aRe 32617-3U16.0 •110.V .70A -1ICA +TOD 41a0 .70.0 -II0.0 .TDA -1140 .TDA -110.0 +71.0 -I065 *7110 -103.1 Equa$dR4 =517-U.515.0 -110D 470.0 •110A .7ao -110.0 .7DD 410.0 ODA -Imo NOD -110A .T0.0 -IOTA .mo •1D1.7 Cuat9m 6¢e 2i51T-29.6tao 4100 4m0 410.0 170.0 41m NOD 410A +7D.0 -11"TOM •,I" +T&D -IN2 .Tma •1M.6 B2 SYMeeI PmA- 23X17-26d16A 41QC +RO 410A +7oA -/10.0 .m0 •11a.0 ♦70.0 -11m0 Nam •1IDA +m0 4082 .70.0 4025Cue ni She 21.016-23.316m0 40.0 +IOA •110.0 -"A •IWA +TOA -im.6 .70A 89A .70A 41Bd .70.0 016 .RO i9.6 Oet-she t8016.21.M5UA 410.0 -7010 41OD +7DA •11n0 .70.0 416.9 •70.0 AM5 .TOA -106A .7DA 47.8 1R0 42.7 0.O Males 14517. 16.016 +RA .110.0 +TOA •110.0 .RO -la4fi 1T0.0 -e5A +70.0 42d 470.0 •001 +70.0 .8)A .70.0 SOatnl 1131a-14A16 +700 410D +70A 409.0 +70.0 81.5 1 +70.0 1 4e5 470.0 43.1 .70D 80.1 00A 8GA -MD 80A Teleel 38.317-41M +7ao 410.0 +70o 41a0 4104 JAB .T0.o 1 4LO .TDA 4D2 +TOD A01D .70.0 am +RO -91C Eq.w. 38517.3811e +Me -If0.0 170.1 •11m0J.j) 406A .70.0 403.6 .70.D .101.0 .70D •103A .70.0 4181 -TOD 43.3 Osten sue W.517-36at6 +7oD AIDD +T0.0 •110.0 -1054 +TOD 4MD +TDA •1011 470A •I021 +m0 -06.6 +mD 43.3 Oman 62. 32.617.11.516 +RO -110A +TOA -110A -0T.7 .70.0 842 .70.0 427 .70.0 4L6 .RO 42.6 470.0 81B 76 Qelam B¢e 30317-32315 Nam -lima +70D -110.0 •lima 1IDA -108.3 +70A AUS 470D d9.3 +740 88.7 470A -UA Steno+O7 Pm4ew 2351T-i0316 +TOD .110.0 N0.D -11'a -1032 +TOD a9D .70A Bit .RM -01.T emit 4Td .RO 8L7Cotten alto 28.6/T.2a.616 .70.41U .70D -110A 873 .Tajo -023 .70.0 49A +70D 88A .R0 86.0 .70.0 41T \1 II EXTERIOR SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT � GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO FLANGE & BOX/EQUAL-LEG FRAME TYPES ONLY. ALL CONFIGURATIONS APPLICABLE.) SASHHEIGHT aetemslte24.616-2B.618.7b-tto.o•7oA•1w.oDt.s•rA.D863No.oM.t•7oA.eo.t.Robo.o4moGLASS .ems.76AWITHJ-CHANNEL -0f.a1Taoaa.s+lo.04T.1 Nap•eo.t.Tao.ea.o.9.7-773INTEGRAL -0I.0 N0.0 eBd +RO -0.1.1 +70D 80.7 47V.V -0OD .RO 80.0 Q AN8.48 TYPES 9 THROUGH MAY NOT BE USEDsewnalto3istr-H.763.ro.o-tloA.roD-t1m.D4o3D.7o.D-0aD.To.omat.7oD-04.r.Ro4i2i OR FIN FRAMES PRODUCT REVISED u complying with the Fi0711jn Building CA& EguVNte 4I26e70.0-1+0.0.•lima-es.e+7a.00.roe.TOD.moo.7D.o•ao.o+Ro16 s¢.aibn-]HateOD-tloo.TOD-1o9A Saaerb Pmbw••-3i510+10,0-11Q0.70A-109D SEE TABLE SHEET 11 FOR ANCHOR GROUP AND O MIN. BOTTOM SASH HEIGHT c WINDOW BUCK HEIGHT •48.484 A0cepltmw Not �fQ LYNN�i,,�� ReAllDn: EXFiroi Data �/� • • • �� � NO CHANGES THIS SHEET. By Mie¢Tti o Prodler3 1,ICEN$F • C * - �' - DaScrlptiort: mimeo Bi: ROSOWSKI 1070TECHNOLOGY DRIVE /.•��` N. VENICE• FL 34275 ANCHOR QUANTITY TABLE J '• ATE O 4il .'tORIDN ' ���. (942482-1G00 r1dw Dots: DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 zONAL S\ G PDT MDUSDYF$INR Senev/l4adsl: Sheep A.i`�14NhNA.LEIiPE. ht`wOMfBfl Smfe DrDr t9 !b. Rer B . P.Ef158705 CERT.OFAUfM#29298 DH-5560 NTS 7 OF 14 MD-DH5560-01 L .625' }T I L .6255' I OFLANGE FRAME HEAD 3A83' 3.483' .082' ��- .062• � k 2.444° 2.444 aC �0 • FIN FRAME O EQUAL LEG .625' SILL FRAME SILL I 1.641' b .065' 1.375 1.00o" I - DH SASH 15 KEEPER RAIL 3500' j .063' 1.483' =�0 L OEQUAL LEG FRAME .625" 4 HEAD 3A83' 11 j 2.444• FF=E NEL .625' .375"SILL r L T 3.500' .062' 11 FIN FRAME JAMS 3.483' �{ 2.444" moo OFLANGE FRAME SILL 3.500" .or O ' 1.483" OEQUAL LEG FRAME 12 JAMB 1.641' 37 1215° 1.372.100• 2.176' 1.472" 1.565' 1 " .974• l-{ -�- 590' .471° 347' .355° .590• ,035" .07-0• J .050' � .050' I 1.000' .070• 6 SASH RAIL - 17 BALANCE CE 18 SCREW C0 INTERLOLIFT RAIL CK 20 INTERLOCK COVER 21 INTERLOCK O IBEVELED NTERLOCK COVER I-- 1.649" .316° .wrw B6o4' .175° PRODUCT REVISED V754' .5-- 1.185- .tL1.628• complying with Iho 4so TT Duildiw Code .035 --} Ampnuica tao i7•DiP�O.{� ^ \\1 /7 Revision: �r�e �e GiJLv OLAMIIG eo EXTRUDED SCREEN FRAME 1a TOP SASH PULL ��pNY LYlyN.,��� NO CHANGES THIS SHEET. MI®; ,de1,,,d ct BEADING `��'�`.•' VICENSF '•�C i 1 I 1.185° �}- --�{ 1.100• � - * No. 56705Orawn By: e1D 71S - a *- 1070TECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI 71'''° b / N. VENICE. FL 34275 .715" - �O ••. STATE '•• Dote: .060• (941}480-16)0 .060 60' % (� ' .�cORIDP,.•' �C�; DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 LIGHT SASH STANDARD SASH HD SASH �SS� • • • • • • N(j � cc I',' 23 24 25 '��, ONAL �0,� EpESEWM Sarfes/MH- Seale: Sheet• Dtowing No. Rer. REINFORCEMENT REINFORCEMENT REINFORCEMENT Ivt LYNNM \,P.E, ry P.Ek 58705 CERT. OF AUTH. M296 DH-5560 NTS 12 OF 14 MD-DH5560-01 B Bill of Materia I # Part # Description Material 1 620113 FrameHead-J-Channel PVC 2 620114 Frame Head - Flange PVC 3 620115 Frame Head - Fin PVC 4 620116 Frame Head - Equal LeWBOX PVC 5 620105 Frame Sill -J-Channel PVC 6 620106 Frame Sill - Flange PVC 7 620107 Frame Sill - Fin PVC 8 620108 . Frame Sill - Equal LeglBox PVC 9 620109 Frame Jamb -J-Channel PVC 10 620110 Frame Jamb - Flange PVC 11 62" Frame Jamb - Fin PVC 12 620112 Frame Jamb - Equal Leg/Box PVC 14 620171 Top Sash Pull (opL) PVC 15 62D140 Keeper Rall PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash StoplScnw Corer PVC 19 620156 Lift Rail Interlock 6005 T5 Al 20 620W Lift Rail Interlock Cover PVC 21 620157 Be%eled Interlock 6005 T5 Al _22 _ 820145_ Be%eled Interlock Cover _ _ _ _ _ PVC 23 620150 Light Sash Reinforcement 6063 T6 AI 24 620151 Standard Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6063 T6 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .19T x .300" Foam Bulb 32 61719 Weatherstrip, .187' x .220" PolyPile 33 61025 Weatherstrip Plug,.220' Fnseal 35 78XIMM #8 x 1" Ph. PH SDS (Interlock Mounting Screw) SS 38 720210 Weep Hole Corner PVC 39 720185 ITilt Latch Reinforcement Clip PVC 40 720X0000C IConstant Force Balance 41 78X34PPAX #8 x 314" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) SS NOTES: 1) GLASS AND SOME PARTS/OPTIONS NOTSHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # 1, 5 8 9. OTHER FRAME TYPES APPLY. 3) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 4) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 5) ITEMS # 13. 26-29, 34.36.37, 65-71, 73 & 84 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL I T. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS rill rlf '...PIVOT BAR. #60 NEXT SHEET NO CHANGES THIS SHEET.No 705 �•' �10ENSF'%�l!_ `\`` •.. 7t _ PRODUCT REVISE{] \. Dmertption: Drown Br �-O :� = m emrAyiag with dK Florida BILL OF MATERIAL A (BOM) J ROSOWSKI ' =70 G 'M �� �= Building code 0 . <u� Accapceno,No 06 lti Date: ' T '•• �/� Expiratiuo Datc DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 �.,5'S+j ........ By Sedee/Model: Saole: Shut Dmwing N. Rer. ''yI,�NAL1111E 11`` Miaai a DH-5560 NTS 13 OF 14 MD-DH5560-01 B A.LY.E.#58705,P.E P.E.# 58705 Bill of Material, conL # I Part# I Description Material 45 1 120197 JAUTO LOCK Mechanism CSteel 46 1 720198&9 Sweep Lock Cast Zinc 47 7195&6 Auto Lock Coder Assembly Cast Zinc 48 7206X118OPTX #6 x 1-1/8" Ph. FH SDS (Auto/Sweep Lock Screw) SS 49 1 720200 jAuto and Sweep Lock Keeper Cast Zinc 50 76X34PPTX 1#6 x 314" PH. PH SDS (Keeper Screw) SS 51 1 420181 UR Be%eled Tilt Latch Comer Key -PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL #6 x 3(4• Ph. FH SDS (PMt Bar & tift Latch Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Piwt Bar Comer Key (fop & Bottom Sash) PVC 60 . 720208 PW Bar (Top & Bottom Sash) SS 61 7101/7102 Top Sash -nit Latch (L&R) PVC 62 76X12FPTX #6 x 1/2" Ph. FH SDS (Top Sash Tilt Latch Screw) SS 63 720191 Sash Pull Handle (opt) Cast Zinc 64 78X34FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 72 --720135- - Laml. LG_ Bead — — -- — — -PVC — - 74 Backbedding, GE 7700 or Dow 791 Silicone 75 1 71684&5 Setting Block (7/8" x 2" x 1/8"), 85+/-5 duro. EPDM 801 61012 Extruded Screen Frame Alum 81 60775 Extruded Screen Spreader Bar Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 72045 Extruded Screen Spreader Bar Clip Alum 85 7CASPM Tension Spring SS 86 61816C4B Screen Cloth Fiberglass 87 61635/61624 .14D" Screen Spline (MacMne/Hand Rolled) Vinyl ATTACHES TO BALANCI OPT. PULL HANDLE ASSEMBLY -14` DETAILS EXTERIOR f1 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480.1500 00PYRIGHT02017 Par INDUSTRIES.INC. ALL RIGHTS RESERVED CERT. OF AUTH. 029298 OPT. SWEEP LOCK qg OPT. AUTO LOCK �^ a7 Revision \`�� aONY LYN/lr�� �`\\ NO CHANGES THIS SHEET. ; \,�;•' 1tCENSF' .�( 16 No.58705 = /� * =� . (, 22 ! • a =0�'' ATE ��� (C� ••.FCORIDP,: ' \C��� PaoDUCTRmsFD es complying wlib the Fkridn BOTTOM SASH °wing 1 30.10 ASSEMBLY _ re Due 207A DETAILS EXTERIOR 0—ripWn: BILL OF MATERIAL B (BOM) pra„p BY: J ROSOWSKI TUe: ante DOUBLE HUNG WINDOW INSTALLATION - LM 05/15/15 ''.ss/pNAL ENG�\1 � //TO lay i.3ilari adel'tvduc! . � •,ATTACHES BALANCE Scale: ShaeL• DrorrngNo. ��M560 A. LY�r--058705 P.E. NTS 14 OF 14 MD-DH5560-01 B P.E# 58705 MIAMPDADE � I DEPARTMENT OF REGULATORY AND ECiONOA BOARD AND CODE ADMINISTRATION DIVISIOr NOTICE OF.ACCEPTANCE ',(NO PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the al materials. The documentation submitted Product Control Section to be used in 1V Having Jurisdiction (AHJ). ' This NOA shall not be valid after the exp Section (In Miami Dade County) and/or to have this product or material tested perform in the accepted manner, -the mai immediately revoke, modify, or suspend reserves the right to revoke this accept. Section that this product or material fails This product is approved as described h Code, including the High Velocity Hurric DESCRIPTION: Series "SH-5500" PN RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy plicable rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER - ami Dade County and other areas where allowed by the Authority ition date stated below. The Miami -Dade County Product Control AHJ (in areas other than Miami Dade County) reserve the right quality assurance purposes. If this product or material fails to facturer will incur the expense of such testing and the AHJ may e use of such product or material within their jurisdiction. RER ,e, if it is determined by Miami -Dade County Product Control meet the requirements of the applicable building code. ;in, and has been designed to comply with the Florida Building .e Zone. Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05 15/15, with revision B dated 06/06/17, 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# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 Page 1 • ,1 �A� ®Py PGT Industries, Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519. 05) 2. Drawing No. AM-SH5500-01 titled "Single Hung Window installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal®II spacer system, Super Spacer® NXTT"x spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No, FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/.16 and 06/02/16 respectively, all signed and sealed by Idah- is Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1) Air It Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Wate� Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wend Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Ida lmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 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 a series 5500 PVC single hung window, prepared b Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel ]Kere4 P.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E - 1 PGT Industries, Inc. C. CALCULATIONS (coNm 2. Glazing complies with D. QUALITY ASSURANCE 1. Miami -Dade Depart E. MATERIAL CERTIFICATII 1. Notice of Acceptance N "Trosifol® Ultraclear, expiring on 07/08/19. 2. Notice of Acceptance N "SentryGlas® (Clear a 07/04/18. 3. Notice of Acceptance N for their "White Rigid 1 08/10/17, expiring on 0'e 4. Notice of Acceptance N Inc. for their "Bronze ar Exterior Extrusions foi 5. Notice of Acceptance N, Inc. for their "Performa and Doors" dated 09/15 F. G. E1300-09 of Regulatory and Economic Resources (RER). 1,N (CONTINUED) 16-1117.01 issued to Kuraray America, Inc. for their .ear and Color PVB Glass Interlayers" dated 01/19/17, . 14-0916.11 issued to Kuraray America, Inc. for their A White) Glass Interlayers" dated 06/25/15, .expiring on .16-0712.03 issued to ENERGI Fenestration Solutions USA VC Exterior Extrusions for Windows and. Doors" dated 28/18. . 16-0712.04 issued to ENERGI Fenestration Solutions USA, d Lighter Shades of Cap Coated White Rigid PVC Windows and Doors" dated 09/15/16, expiring on 04/16/20. .16-0712.05 issued to ENERGI Fenestration Solutions USA, tee Core Rigid PVC Exterior Extrusions for Windows 16, expiring on 04/16/20. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6m Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. i5-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 16-0714.03) OTHERS 1. Notice of Acceptance No,.16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on 07/3 0/20. Man Pere P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR 28.1/8" MAX. O.C. - RADIUS -TOP 54' MAX BUCK WIDTH HEADER (SIM. 12" MAX. FROM FOR ALL FRAME - SEAM 30' _ 12'MAX WINDOW TYPES) B. SEE SHEET3 '�1MAXO.C. A. SEE r' 'T � 12' MAX. B. SEE �,___ 30' MAX O.C. ^- 12" MAX SHEET 3t FIXED VISIBLE SHEETS I LIGHT WIDTH B. SEE ASEE FIXEDI1 12'MAX I I SHEET3 SHEET 3 II / + EQUALLY I I / VISIBLE T A, SEE SPUALLYACED I I 17-7/8' MAX. O.C. SPACED I LEIGHIGHT 17-7/8' MAX O.C. SHEE73I ANCHORS PER I I HT EQUALLY ANCHORS PER �- TABLES 9-11 I I / 91.78" SPACED TABLES 9-11 O I O I MIAX ANCHCK ORS 9 O ES PER 1 � € I - MAX r I - HEIGHT X j l 4 10' MAX. O.C. HEIGHT BUCK 10' MAX O.C. I ('--' EQUALLY I / 13.3/4" MAX. D.C. EQUALLY //y SASH 13.3/4" MAX. O.C. EQUALLY SPACED I I� SPACED I / VISIBLE �_ SPACED ANCHRS PER 1 -.--.- / LIGHT ANCHORS PER ANCHORS PER TABLES 9-11 i A TABLES 9-11 ( HEIGHT TABLES 9-11 11 A \ 6-12' MAX. 6.12' MAX. _ NO ANCHORS ATSILL `.. .,_ 1N0 ANCHORSAT SILL 8- J ---- - --�-SEE SICCWEEP- BE-- -t-SEE SILLWEEP--- �- 64" MAX BUCK WIDTH +-� NOTCH DETAILS, SASH VISIBE NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION '��" I ANCHORAGE EXAMPLE FOR ARCH -TOP HEADER (SIM. FOR ALL M30T"O.c. WINDOW TYPES) " MAX.FROM RAMESEAM D, SEE SHEET4 12' MAX C. SEE I1 / SHEET 4 12' MAX. 17-7/8" MAX. O.C. 0 I 62" MAX. X I I BUCK 10" MAX.IO.C. HEIGHT 13.3/4�' MAX. O.C. 521/8' MAX BUCK WIDTH SEE SHEETS 1-1/4' 8&9 F N AX L-- —� SEE t SHEETS J / _[A8&9 I SAW MAX 54' MAX BUCK WIDTH ­1 \--NOTCH DETAILS, SHEET3 BUCK HEIGHT AS SHOWN 4 (91.78' 1-717 MAX) 1 C SEESILLEE WP- —1-1/4'-=►-�- NOTCH DETAILS, SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). GENERAL NOTES_ ............................................... 1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ,THE OUTBOARD LITE (CAP) MUSTTEMPERED . ELEVATIONS .................................... 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, OPTIONS 1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. FRAME, GLASS & ANCHOR OPTIONS ................. 2 INSTALLATION, FLANGE 8 EQUAL LEGIBOX.... 3 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOOD BUCKS INSTALLATION, INTEGRAL FIN & J-CHANNEL.. 4 DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN GLA7JNG DETAILS .......... _......... ......... ....... 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). DESIGN PRESSURES ................ -...-................... 6-7 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHOR QUANTITIES ......................................... 8-10 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES...... -............ 11 6) 1/4" MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY 8 PARTS LIST .... _........_........-....._.. 12-13 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLETESTING AND GLASS PER ASTM E1300. CODES /STANDARDS USED: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. •2014 FLORIDA BUILDING CODE (FBC), STH EDITION 8) 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 -ASTM E130M9 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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL, ADM-2015 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. •AISI S100-12 10) REFERENCES: TEST REPORTS FTL-7964 S. 7966; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE(LIGHTER •AISC 360.10 SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS &ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL `I" N� LY'ol ReW = USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2OR 3ACCORDING TO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). 11 a]Q . ...... ...•• 11 VICIEN No. 58705 • r '>, ' it •ry 1070 TECHNOLOGY DRIVE :�Q •'• TE N. VENICE, FL 34275 0 srHT02,1? A LYNN MIS �R`P.E. PcC1�IrtoUO ALL RIGHTS RESERVED REA 68705 CERT. OF AUTH.#7-9296 UPDATED TO FBC 2017. - JR - 06/06/17 PRODUCT REVISED as complying with the Fbxma Buildn�g Cade AccepLv:x No 1?-0(a3a.oD By Mmni adaPradut2 Dexwtpum r: GENERAL NOTES & ELEVATION J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 1 NTS 11 OF 13 I MD-SH5500-01 I B DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL, SEE SHEETS 6.7 LARGE & SMALL MISSILE IMPACT RESISTANT Glass Type Description (Listed from Extedorto Interior) Design Pressure Table # Sheet# 5 7/8" Laminated I.G.: 1/B' A Exterior Cap + 7/16' Air Space + 5116" Laminated; (2) Lites of 1/8' A Glass with .090" PVB Intedayer 4,5 6 6 7/8' Laminated I.G.: 118' T Exterior Cap + 7/16" Airspace + 5116' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer 4,6 6 7 7/8' Laminated I.G.: 3118" A Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Utes of 1/8' A Glass with .090' PVB Intedayer 4,6 6 8 7/8' Laminated I.O.: 3/16' T ExtedorCep + 3/8' Air Space + 5/16' Laminated; (2) Utes of 118" A Glass with .090' PVB Intedayer 4,6 6 9 7/8" Laminated I.G.: 1/8" A Exterior Cap + 7/16" Air Space + 5/16' Laminated; (2) Utes of 1/8" H Glass with .09(" SG Intedayer 7 7 10 718" Laminated I.G.: 1/8" T Exterior Cep + 7/16' Airspace + 5116' Laminated; (2) Liles of 1/8' H Glass with .090" SG Intedayer 7 7 11 7/8' Laminated I.G.: 3/16" A Exterior Cap + 3/8' Air Space + 5/16' Laminated; (2) Utes of 119' H Glass with .090" SG Intedayer 7 7 12 716' Laminated I.G.: 3116" T Exterior Cap + 318" Air Space + 511V Laminated; (2) Utes of 1/8' H Glass wlh .090" SG Intedayer 7 7 13 718" Laminated I.G.: 1/8" A Exterior Cap + 5/16' Air Space + 711W Laminated; (2) Utes of 3/16' A Glass wlih .090' SG Intedayer 8 7 14 7/8' Laminated I.G.: 118' T Extedor Cap+ 5116' Airspace + 7116' Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedayer 8 7 15 718" Laminated I.G.: 3/16' A Exterior Cap+ 1/4" Air Space + 7/16" Laminated; (2) Utes of 3/16' A Glass with .09V SG Intedayer 7 7 16 7/0' Laminated I.G.: 3116' T Extedor Cap + 1/4' Alr Space + 7/16' Laminated; (2) Utes of3/16* A Glass with .090" SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. Embedment' A #10 SMS (steel, 18.8 S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 7/ 6' 13B' Steel, A38• 3/5, 0.050" Steel Stud, A653 Gr. 3W 3/8, 0.0451" (18 Ga.) Aluminum, 6083-T5• 3/6' 0.050" 3/16" steel Ultracon P.T.-Southem-Pine (SG=0.55)— — 7/16'--- -----13/8'-- — Concrete (min. 2.85 ksi) 1' 13/8' Ungrouted CMU, (ASTM C-90) 2-112" 1AW B #12 SMS (steel, SMS S.S. or 410 S.S.) P.T. Southem Pine (SG=0.55) 9/16' 13/8" Steel, A36• 3/9' 0.050' Steel Stud, A653 Gr. 33• 3/8" 0.0451' (18 Ga.) Aluminum, 6063451 318. 0.G63" 1/4' steel Ultracon P.T. Southem Pine (SG=0.55) 1" 13/8' 1/4" steel Creteflex P.T. Southem Pine (SG=0.55) 1' 1-3/8' 1/4" steel Aggre-Gator P.T. Southem Pine (SG=0.55) 1° 1318" C 114" steel Ultracon Concrete (min. 2.85 ksi) 1" 1314" Ungmuted CMU, (ASTM C-90) 2-11Y 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1' 13/4' 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2' 13/4' D 1/4' steel Creteflex Concrete (min. 3.35 ksi) 2-1/2. 1-3/4' Ungmuted CMU, (ASTM G90) 2-1/Y 1-1/4' 1/4° steel Aggro Gator Concrete min. 3.275 ksi 1-1 /Y 1-3/8" Grouted CMU, (ASTM C-90) 1 2' 2" Group Anchor SubstrataMin. Edge Distance Min. Embedment' E 2-1/2! x .131" Common Nail P.T. Southem Pine (SG=.55) 318' 2 7/16' 2-1/2' Ring -shank Roofing Nail P.T. Southem Pine (SG=.55) 318" 2-7/16' F #10 Tmsshead SMS (steel, 18-8 S.S. a 410 S.S.) P.T. Southem Pine (SG=.55) 1/2' 13/8" Aluminum, 6063.7W 318" 0.050" Steel Stud, Gr. 33' 318' 0.0451' (18 Ga.) Steel, A36' 318° 0.050' #12SMS (steal, 18-8 S.S. ar410 S.S.) P.T. Southem Pine (SG=.55) 9/16' 13/8" Aluminum,6063-T5' 3/8° 0.06T Steel Stud, Gr.. 3/8' 0.050' Steel, A36' 3/9" 0.050" GLASS TYPES 5, 7.9,11.13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. MIN. OF 3 THREADS BEYONDTHE METAL .SUBSTRATE. 'UNGROUTED CMU* VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Conllgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....Into 2X Wood FrameBuckstrip - sheet 3, option 1 Flange 5-16 Equal-Ute, OrieI/Prrniew Square/Rect., Arch -Top & Through the frame ....Into Concmte/CMU - sheet 3, option 2 ••••through 1XBuckstrip into ConcretelCMU -sheet 3, option 3 #2 ( ) & Cottage Radius Top of the window.—.-.. •••• ....into Metal - sheet 3, option 4 ....Into 2X Wood FrarnelBuckstdp -sheet 3, option 1 Box / Equal-Lite, Square/Rect.. Through the frame ....into ConcrotelCMU - sheet 3, option 2 Equa4) t/4) ( 5 -1B C 8 Prrniew & Cottage Arch -Top p Radius Top of the window ...... .... through 1X Buckstrip into Concrete/CMU - sheet 3, option 3 ....into Metal - sheet 3, option 4 • Through the ....Into 2XWood Frame/Buckstrip-sheet 4, option 5 J-Channel Equal-Ute, Square/Rect., integral In...... .,..Into Metal - sheet 4, option 7 (#1) 5-8 OdeUPFOAew & Cottage Arch -Top & Radlus Top Through the frame ••••into 2X Wood FremelBuckstdp -sheet 4, option 6 •,..Into Metal -sheet 4, option B of the window...... Through the ....Into 2X Wood FrameBuckstdp - sheet 4, option 5 Integral Fln Equal -Lice, Square/Rect., integral fin...... ,.,•—into Metal - sheet 4, option 7 5-8 OdeYPrcMew & Cottage Arch -Top & Radius Top Through the flame ••••into 2X Wood Frame/Buckslrip -sheet 4, option 6 into Metal -sheet 4, option 8 of the window...... nr_i roc e. coe"ec nnu —nnus EQUAL-LITE ORIEL COTTAGE —{BUCK x WIDTH --{BUCK x WIDTH w_Ne BUCK WIDTH x T x rs U 1 RECTANGULAR O cc LRADIUS-TOP i U �w 1 ARCH -TOP J-CHANNEL INTEGRAL FIN O O FLANGE BOX OR EQUAL -LEG Material Min. Fr Min. F� Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco Aggre-Gator® 57 kal 96 ksl Elco UltraCong 410 SS Elco CreteFlex® 155 ksi 127.4 ksi 177 ksi 189.7 ksi fiG63-T5 Aluminum 16 ksi 22 ksi A38 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi "A' = ANNEALED "H' = HEAT STRENGTHENED -r=TEMPERED "PVB" = .090" TROSIFOLO PVB BY KURARAY AMERICA, INC. "SG'= .090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA, INC. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED PRODUCT REVISED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES as complying with the Fiaride AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. Building Cude ) 7-C7(o.7D. '(�;ANCHORS ReHslom RE -GROUPED. Aye -,lance No Uatt /diLYNN"t,�•'�1oENs TMi=D.d.Products' 11 Q`.' ' �� - JR - 06/06/17 * :' No. 58705 •: � � DeserFptlon: Orvrn 8y: � ♦ =!� :, 6 1070TECHNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN.OF3 THREADS r: (V� �0'.•• S TEO ((/� N. VENICE. FL 34276 Ti°e: Date: BEYONDTHE i tC ' :F<ORIVI'- • \_: �'�SiS/ (841 o-7H00 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 METAL SUBSTRATE. E�G�\` //r/I/N1AL11.tttt0 coPmucHromn PDrlNduatRE9.laa Series/Nodeh. Swb: SAeetr nn-Ing No. Rer. A. LYNr ItILI_ER P.E A1fl1°Hf81D SH-5500 NTS 2OF 13 MD-SH5500-01 B P.E.958705 CERT.OFAUTH. #2929B INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT 114' MAX SHIM FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. 16 1/4• MAX SHIM I SAS18 WIDTH 17 a SEE NOTE 2, THIS SHEET. EMBEDMENT LIGHHT 0 EDGE FLANGE FRAME EDGE DISTANCE DISTANCE SHOWN 44 BALANCE ❑ �1/4• MAX TYPE VARIES - TYP. ANCHOR 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND E, EDGE R �Q 42 WITH SASH WEIGHT 54 o 30 TYPE, EMBEDMENT AND EDGE AND EMBEDMENT AND EMBEDMENT EDGE DISTANCE PER 31 a� DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, a �n EDGE SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET2. 18 (��j����/ EXTEnnRIOR 87 �7 I `al I-1\V\ IILII7 I' a . - DISTANCE SEE TABLE 2, SHEET2. •� C11J� V FIXED VISIBLE 4 FIXED 19 201 OPT. BASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE RAIL FRAME I 2 ILEGIBOX LIGHT JLIFT FORALLWINDOWS: NOTES: SHOWN I` BUCK WIDTH _ FRAME HEIGHT 1 ANCHOR @3.55° HORIZONTAL SECTION A -A SHOWN �— 49 ` FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE � _ 22 _ _____ ___FOR -WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36WIDE: SHEET 2. FOLLOW EMBEDMENT AND ' DARE APPROVED MULLION, FBC COMPLIANT ALUMINUMIBTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 2 SHEET 2. SCREWS @i63/8' INSTALLATION OPTION SHOWN MAY 14 45 46 47 O 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4° MAX• BUCK 50 O O 16 BOTTOM LOCKS: SHIM ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE #10 OR #12 STEEL SELF -DRILLING 1/4• MAX, SHIM HEIGHT SCREWS @ B-3/8° USED INTO WOOD AS PER TABLE Z SMS (GS), SEE 85 FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLE 2, Q� 30 THAN 1-12'THICK ARE TO BE SHEET2. SASH CONSIDERED 1X INSTALLATIONS. IX D EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE. WOOD BUCKS OPT. 86 yy � 1_ 16 65 DEPICTED AS 2X ARE 1-12'THICK USE EITHER OR GREATER. 1X AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED � /"�I L-� (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EOUALINTERIOR WEEP 'TESTED UNIT THE STRUCTURE, WOOD BUCK FRAME LOCATION: 6-5/8' DESIGN AND INSTALLATION IS THE SHOWN LFRAME FRAME NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER UL SHOWN �D� o EACH END. OR ARCHITECT OF RECORD. TIE EXTERIOR 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION Il INSTALLATION 8 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT IIEVIS'ED r tlu Flaic+d8 EQUAL-LEGIBOX 1/4' MAX SHIM OPENING) IS MEASURED FROM BEADING TO BEADING. ANCHORED THROUGH I III/j �E INTO METAL ANCHORED THROUGH FRAME INTO METAL + pIiNB>nth Buiidia8 Coda Aeceptm—Na� 'dj�O ��—�1QOO� FRAME SHOWN u o 1(II \N NA( ���' Fa 'rai Dale !�L ReNaloa: 27° X 125' WYlCOVER@ NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS = ` �1� 0• UCENSF �CC� ' No.58705� — By Dad: Product 38 .., ._• _ FLANGE OR _Z •• 2.87° FROM EACH END. -„ t EQUAL -LEG FRAME SILLS WIDTH @SASH: BUCK WIDTH - 6-12' @ FIXED LITE: BUCK WIDTH -4-3/8' — `� ^d - u �i3 '; 6 1070 TECHNOLOGY DRIVE Description: FLANGE & EQUAL-LEG/BOX FRAMES Dturn W. J ROSOWSKI HEIGHT (EQUAL-LITE) Si TE OF !v` ���` ':;°<ORIDP,.•' \�� N. VENICE, FL 34275 (841 }480.1600 �' �. VERTICAL SECTION B-B BUCK HEIGHT2-3-15/16' . S/ ""' NG.` DIVAL E SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 \\` mIM1loHre2017 PW MbSTRtES, IN¢ Serias/ModaL• Scale: Sheet: prtl.169 No. Rol. A. LYNN MILLER, P.E. RM SH-5500 NTS 3 OF 13 MD-SH5500-01 B ' P.EV be70.5 CERT. OF ALRH. #29296 RT.ALLOFrtaITH. 429 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL Ft EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME j� SHOWN II II FIXED VISIBLE LIGHT HEIGHT iEMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE. EMBEDMENT AND EDGE [ DISTANCE PER SUBSTRATE, U r SEE TABLE 2, SHEET 2. L (SCREW SHOWN) 11I4' MAX SHIM TYP.ANCHORTYPE, EMBEDMENT AND EDGE EDGE DISTANCE _ DISTANCE PER SUBSTRATE, L_ SEE TABLE SHEET 2. (NAIL SHOWNN) 2DJ OPT. SASH TOP LIFT RAIL `II o�l J-CHANNEL FRAME FORALLWINDOWS: NOTES: SHOWN \ J 47 35 1 ANCHOR ® 3.55' FROM END AND AT CENTER. "FOR -WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS Q16-3/B1 FROM END. FOR WINDOWS WITH 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3_ OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. BUCK BOTTOM LOCKS: HEIGHT 50 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS (d 8.3/8' USED INTO WOOD AS PER TABLE 2. 85 FROM END. SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1.1/21THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH (SHOWN) SUBSTRATE. WOOD BUCKS 86 16 OR BOTTOM DEPICTED AS 2X ARE 1-1/2' THICK OPT. LOCK (SHEET 3). OR GREATER. 1X AND 2X BUCKS 66 TESTED UNIT (WHEN USED) SHALL BE O (2)1' 81 31 30 63 LOCATION: 6-5/8' TOP PROPERLY TRANSFER LOADS INTERIOR FROM SASH END. TO THE STRUCTURE. WOOD BUCK WEEP DESIGN AND INSTALLATION IS THE INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114' MAX SHIM 1/4' MAX. SHIM BALANCE YPE VARIEI WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/41 MAX SHIM 16 SASH VISIBLE � 17 I -I LIGHT WIDTH EXTERIOR FIXED VISIBLE LIGHT WIDTH NOTCHES AT BD RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. F+- EDGE DISTANCE I I EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3, SHEET 2. SHOWN (NAIL SHOWN) #10 OR 412 STEEL (.� 114" MAX. -SELF-DRILLING I SHIM SMS (GS), SEE I TABLES 2 & 3, Ql� SHEET 2, FIN AND/OR FLANGE REMOVED IN -FIELD 7 D SILLS IF ANCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPENING) IS MEASURED FROM INTEGRAL IG FIN 114' MAX ANCHORED THROUGH � �Sf"""" BEADING TO BEADING. FRAME SHOWN o u0 27' X 1.25' WEEPHOLE �- 38 W/COVER @ 2.87' FROM EACH END. TYP.ANCHORTYPE, - EMBEDMENT AND EDGE EDGEL )ISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. -wy EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -6.1Q' Q FIXED LITE: BUCK WIDTH-4-3/8' HEIGHT (EQUAL -CITE) BUCK HEIGHT/2- 3-15116" `11111 I I f 111/1jINTEGRAL FIN INTO METAL '•UICENSF'��� * No.58705 ��•'�� I �� 107OTFCHNOLOGYDRNE T STATE O N. VENICE, FL 34275 ��SS�ONAL .\`�� (sat)aeo-teao A LYNN MILLER P.E. ALLPJGMFMSMZVED INSTALLATION OPTION 8 PRODUCT REVISLD ANCHORED THROUGH FRAME INTO METAL u wwPIYir,gw(tB Ik FAsidn (INTEGRAL FINIFLANGE REMOVED) Building Code A —pm- No *I200 I J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI ruc TINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SH-5500 I NTS 1 4 OF 13 1 MD-SH5500-01 I B 718" NOM. 5/16" A/A PVB 7/16" AIR SPACE 1/8" A GLASS a EXTERIOR 76-79 GLASS TYPE 5 7/8" NOM. 5/16"H/H SG 7/16" AIR SPACE 1/8" T GLASS --aEXTERIOR T&79 GLASS TYPE 10 �-{ 7/8' NOM. �-+— 5/16" A/A PVB 7/16" AIR SPACE 1/8" T GLASS a EXTERIOR e- I _F ; GLASS TYPE 6 718' NOM. �+- 5/16" H/H SG 3/8" AIR SPACE 3/16" A GLASS 0-EXTERIOR — — -- — — --- 7f:79 GLASS TYPE 11 !" NOM.GLASS 'GLASS TYPES 9 THROUGH fE TYP. 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES GLASS TYPES 5, 7, 9, �IN & 15 MAY NOT BE US THE HVRZ ABOVE 30'. GLAZING NOTES 'A" = ANNEALED —1 WS' NOM. I- 5H 6* A/A PVB 318" AIR SPACE 3/16" A GLASS aEXTERIOR E GLASS TYPE 7 5/16" H/H SG 3/8" AIR SPACE- 3/1 6'T GLASSY TYP. GLAZING DETAIL •H•= HEAT STRENGTHENED "T' = TEMPERED •PVB" = .090' TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG" =.090' SENTRYWISGBY KURARAY AMERICA. INC. FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1, SHEET 2. 718" NOM. r_ 5/16" H/H SG 7116" AIR SPACE 1/8" A GLASS aEXTERIOR E-79)_ Fm J_j GLASS TYPE 9 -- I 7/8" NOM. 1� 7/16" A/A S G 711 F AIA 5/16" AIR SPACE 5/16" AIR S 1/8" A GLASS •--, 1/8" T 7/8' NOM. 5/16" A/A PVB 3/8" AIR SPACE 3/16" T GLASS aEXTERIOR 8-79 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 71W NOM. —+{ 718' NOM. 7/16" A/A SG 7/16" A/A SG 1/4" AIR SPACE 1/4" AIR SPACE 3/16" A GLASS 3/16" T GLASS a EXTERIOR a EXTERIOR ' 7&79 76 79 PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 uycwnplYin3withtlrcFlnide Ruildioe Coder ,0 acxzPcanm No � 3 111IIrrr1 .x t1Y LYN /,� R."an: p;rm on Date �.. • LICENSE ;�Ct'� Mi i ade Product No. 58705 ' QD D—riptlan: Drawn By: AZC 1070TECHNOLoGYDRIVE GLAZING DETAILS J ROSOWSKI SiRTE OF �� ••.FP..••' ��� ...... N. VENICE, FL 34275 (at+>aeo •15oo TiOe: Dote: 701VAL ENG� CGPMGRTo20A SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 //1/111111111� uyy wESZD Serrea/Modeh. Saole: Sheet Wawfng No. Rer. A. LYNN MILLER, PZ SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.EJ159705 CERT. OFAUTH. iC19296 GI.. Types s,9 T&S Design Pressure,[ba R= H- 50.0 ReInE lnwl R1 FO7 a09Md59r&suh sbn ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) afe.TTP. 5 R.Int L.n1 I* B.DOm S.n Des.Aplknia9nen nm9. 699hOdo•H He1,jd SM Smh RoV4 1t.w 00 17esign Prasnure, Ibare2 Ntnd-x Burk u m4e Widln 57.175 235 Ege.t01. 11.304 M5.6 .70.0 M5.0 -70.D SleMud Mft.p 14.517-15 670-as0 •5&0 .70.0 .70.0 405.0 405.0 .70.0 •70.0 m Eq.19m E�RW I1.=-14.510 11.6.3-14.510 •e30 -V..0 M6.0 -MA sl wud Plmles 11.3T7.11.5m .e5.0 -Imo MA 70.0 T.5..1 21517-252B5 M&O -70.0 4 &Q 70.0 Slmdad Cdu➢e 20.0.SB•23518 M&0 .70.0 4610 .70.0 37.3T5 Equ.Wte Stan0.ld P.L- 17.517.20.957 14.517.1751& M&0 MS0 -70.0 .70.0 4650 +B5.0 70.0 70.0 SMnu1 11.377.14.51E M9.0 •70.G +65.0 70.0 T00es1 21.50-31.911 465.0 -70.0 4e5.0 -70.0 COStm.Ste 2EL517.27M M&o -70.0 48S0 70L0 61-1d" C-IMP Z1.517.2851e M50 1 -70.0 1 .0.0 1 .70.0 4 Equ40b Su.dmd PrpAw 20517.23518 17.517-'A.516 M&0 4e&O -MO .70.0 +040 MSA .70.0 •10.0 C.r Ste 14.517.17518 4e&0 .70.0 465.0 70.0 8W.1 11.377•1451B +5&0 •70.0 4e5.0 .70.0 T.3u1 31.SB.1.35Dt1 M&0 -Ta0 465.0 .70.0 Slatl.ld Cmlape 7&517-315&2 +OSO •70.0 405.0 70.0 46 Equ.101e 20.517-25518 +BSA .70.0 M5.0 .70.0 SWtl.N PmJew 17.517.20516 MSO .70.0 M5.0 70.0 C,vlan Ste /1517.1T.516 +e&0 •70.0 M5D •70.0 C-s Sbe 1251T•14S10 +5&0 .70.0 M5A -MO mn Slut 11.377.125% +610 .70.0 +e5A •70.0 P Wlem 3520E-37s36 M&0 -_O M5A 70.0 St-WdOa . 2&517.33277 .650 -T0.0 4Fb0 •7O0 Eq.WM 21517.MAIS +610 40.0 +05.0_ Ja0_ 40.825 0-tar,l Sbe 20111-21-10 +QiO -T0.0 +M.O 70.0 SWd.d ftV- 17.517-M.S1 M&0 -70.0 M54 -70.0 o-mmste usv-17ste +55.0 -7tp +85.0 -10.0 C.-St. lZ517.14510 M&0 .700 "SO •70.0 SMA.1 M.3TT-12.510 M&G .TOO MS.O 1 .70.0 T..., 5 .7.415 .=O -iP.O M A -MO SUMard C,da 31.517.36518 +BSO -70.0 465.0 70.0 Ege"w 2&517.3151e +SSD -70.0 465.0 70.0 Sb.tl dPm4- 21517.2&SIB +5&0 .70.0 465A .70.0 R Om- Sb. 24517-2551e +e&o .70.0 465A -MO 0.- Ste 11.517-20 le 4650 7O0 465.0 -70.0 Custom Sb. 14.517.17516 +&SO 40.0 45.0 a&1 G- Ste 11017.14515 +Bio •70.0 m.0 675 sw.I 11.854. 13.015 M30 .70.0 465A L0.5 Tew 30.517-41sN M&0 I -T0.0 1 M5.0 70.0 Ltsl.m St. 3&517.39516 4550 1 -70.0 1 .65.0 -70.D Equ.HM 35517.30516 4e&0 .70.0 1 465.0 70.D C w Sb. BL517.355M +e&0 .70.0 +65.0 -TOO L6491.78 Stegmd Pmdew 29.517.32516 +B&O -70.0 MSA -MO Cml Sb. 20.517. 29516 4S&O •T0.0 +&s.o m.3 SOod'sl 2&515-26614 -MO -70.0 a&5 Eq,.W. 30517.41.644 4eso .70.0 465.0 70.0 t9-t sbe3&sly.wsld +e50 -70.0 +BSA a7.3 S%ndmdPmiw 31Bi&.3SSIB +650 -7&0 166.0 a&5 T..T. - . 41.644 +&SO -70.D 465A a0.5 "MIN. SASH HEIGHT = V Gi..TyP.. s,7&e Design Pressure, Ib51R2 +05.0 t •70.0 R.Int LLwl R2 Fat aO vumwn,ld sesn .te9 DCC IH LC I ...... I tl r.M ANCHOR GROUP AND QUANTITY. SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISW m complying with the Floddfi 8lfiidisg Codc A-plallx Nb C " D3t6 By Mt-i &d6Psadsct * : No. 58705 D S GN PRESSURE TABLES J ROSOWSKI NOTES: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR W7EGRAL FIN. DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. O •'•.. S T'EO '•�' %�(��'•...........ORIOP,.•'G��� N " S/ONAL ��i�tE1�� � 11 11111 A. LYNN MILLER P.E. P.E.#68705 1070 TECHNOLOGY DRIVE (94,}18N. 1 aCE,3427b . T7tlu SINGLE HUNG WINDOW INSTALLATION - LM Dot. ..2)FRAME 05/15/15 1:oPmwxto2o,7 PUTINDUSTRIFA,01C. aLwa"ISREGERVEo Swf-IM dSb SH-5500 ScDI&: NTS 6Teel: 6 OF 13 DTorfng N5. MD-SH5500-01 Rer. B CERT.OFAUTH.t�9298 a.m 94Z 13A 6 Re1ntLW 3 DBuARfa0mrg7- Rtnea®weea' H6gm Stamm Sme Hegm R."ON 0¢91gh P7ce9ure,IbeM3 NnMOw Buck WbN up m40 1 48 52.125 1 54 23.5 Eq w. 11.39a .no .110.0 .70.0 •110.0 .M0 -110.0 +700 410.0 S-wd 0aee9e 14.617. man +70.0 1 .110A .70.0 .110.0 .70.0 1.110.01 +mm -110.0 28 Epd4he 11.585. 14ma .70.0 1 -110.0 -o -110.0 M. -tt00 •m. - - SmeAwdProlew 11=-11.502 .70.0 -110.0 .70.0 410. .m0 410.0 •70.0 .110.0 W9 t 23.517.2L280 +70A 410.0 .m0 410.0 •m0 -110.0 -m0 410.0 S..Wd CoOapa 20.059-20516 470.0 •110.0 +m0 -110.0 +m0 410A +m0 4100 37.375 Egud4la SmMvd Prove-w 17.517.2n.957 14.517 - 17.616 4ro.D 470.0 •110.0 -110A .m.0 470.0 .1104 •110.0 +70.0 +70.0 410.0 -110.0 +m0 +70.0 •1090 •110.0 slnrmR 11.377.14.518 .roA 410.0 +70.0 •110.0 +70.0 •101.0 +m0 .1010 Tn0es1 27-%3.31.011 +7o.0 •110A .m.0 -900 +70.0 no +m0 -90.0 Guian 6lze 28.617.27.682 +70.0 -11010 •70D -110.0 .70.0 -110.0 +m0 410.0 9lerdatd CA0a9a 23.517.2L518 .roA 410.0 470.0 -110.0 +70.0 -1100 +m0 410.0 44 EpmlJde 2657T-23.518 +79.0 4MO +70.0 •110.0 +70.0 -110.0 +70.0 -1140 Studad ProloY 17517-20.518 +70.0 .110.0 .roA -110,0 .7010 -1100 .m0 -110.0 Cuslan She 14.517.17.518 .mA .110.0 +70A .110.0 +70.0 •110.0 .m0 -110.0 '• eat 11.3T7-14.516 ' Xb •110.0 .m.0 •110.0 470.0 •t07.0 +700 •tm0 T46m1 31.583-35.911 +70A 410-0 .ro.0 -MO .70.0 -S6 .700 •90.0 Siaedwd CA0n0e 20.517-31.582 .70.0 •110.0 .70.0 -110.0 •70.0 •110.0 •m0 -t10.0 EgualJim 2D.317. 26.518 +70.0 •11" 470.0 •110.0 •70.0 •110A .ro.0 •1100 48 Standard Pmdew 17.517-20518 +roA •110A .ro.0 -110.0 470.0 410.0 +70.0 •110.0 Guinn she ItS17-17.519 .ro.0 •110.0 170.0 •1110 .70.0 410.0 .7o0 -itA0 Gumtn Sha 12517-14.516 +roA 410.0 .70.0 -110.0 -70.0 -110.0 .m0 -110.0 SWesl 11.377.12.510 .70.0 410A •70.0 -110.0 .70.0 •110.0 •70.0 410.0 p T last 332M-37.5M .ro.0 .110.0 .70.0 Ae.o +mo M0 470.0 A0.0 gP sHrdwd Gte� 2aS17-33237 •mA -110.0 1 47D.0 -110.0 -70.0 •110.0 •70.0 -11FO Egutldite 22577.245t8 •roA •110.0 •m.0 -110.0 .7oA •17aD .m0 •1la0 Gemin she 20.517-23518 +70.0 -110A 470.0 410.0 .70.0 •110.0 +ro.0 -1100 Studad Pn>vKW 1731T-A5/0 +roA •110.0 +m0 410.0 .70.0 -110.0 +70.0 -1100 C wShe %517. 17.51e +roA 410,0 +MO •110.0 +MO -110.0 .70.0 -115 Gistom she 12.517-14:16 .ro.0 410.0 .70.0 •110.0 +70.0 -1100 +70.0 -I1OA Slndol 11.377-12516 .70.0 410.0 .70.0 -11D.0 .ro.0 •110.0 .70.0 -11" Taerat 30.517-41.844 -MO -11a0 .m.0 -110.0 .70A -11U.0 .70.0 AiOA 5lardard Meme 31517.3&ala .mo •110.0 +70.0 -110.0 .70.0 -110.0 •70.0 •110.0 Egud4he 20.51T-31.510 470.0 .110.0 +70.0 -110.0 +70.0 •1100 .ro0 •110.0 9tvrdaN Prodew 2a517.28.ste .70.0 -110.0 .70.0 -110.0 •70.0 -110.0 .me _1100 62 cu i she 20.517. 23.516 +ro.0 •11" •70.0 •110.0 -0.0 -110.0 470.0 -71n0 puWns@e vsn•ms16 .m.0 -itOA .70.0 -11.0 .7a0 .ifo.o .70.0 _110.0 c-sh0 14.517. 17.516 +ro.0 .1loo .ro.0 .1100 .70.0 •110.0 +m.0 •110.0 Gnm.she 13. 17-14.610 +70.0 •11a.0 •m0 .110.0 .70.0 410.01.ma •1lao Shoueal 11AOd-13.016 +70.0 •110.0 .70.0 -110.0 -no 410.0 .70.0 41o0 Talltal 90.517-H.BM •70.0 •110.0 .m0 -110.0 N0.0 •1100 4roA -110.0 Gomm Slue 3a3/7.3a.ma +70.0 410.0 ODA 410.0 .70.0 -110.0 .m0 -110.0 Eguel6la =1?-3a616 .70.0 •110.0 .m0 .110.0 .70.0 410.0 •m0 -110.0 75 Gnlma She 32517-35516 .roA -110.0 .RO .110.0 +700 4100 .7a0 -1110 Sum.aAPW- 29517.32510 .70.0 410.0 .70.0 •110.0 .70.0 -110.0 •m0 •l too O.W. She 2a517. 29.5t6 .70.0 -110.0 +70.0 •H40 4700 -1100 +m0 -t100 SaOead 23516. 29516 •ro0 -110.0 •ro.0 -1100 +mo -110.0 *Too -110.0 Eq-W. U.517.41.SU •ro.o .13 .ro.0 •11a0 +m0 -1100 470.0 410.0 64 C.t she 36517.3aSie •70.0 •110.0 4m.0 -1100 .X0 410.0 -MD -110.0 3-1,d PMAl 30018-35518 .roD -110A N0.0 •110.0 .70.0 •110.0 +m0 •110.0 91.70 That - - 41AM .70.0 •110.0 +70.0 410.0 +740 -1100 •m0 -1/00 Stt I AbLt 77, JHCt l l u rum -num -ur rule 14 -. n •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.136 mm lm- . '�I�I�IW'4�II�'"-�I�®" I��II�I��IW'G✓III���IW'� ® ml MI mm HER E0031404 3s517-N.844 •m0 •110.0 •70.0 -1f0.o R0.0 -110.0 H0.0 -110.0 •m0 -110.0 •70.0 -1040 70.0 -08.7 •70.0 -01.1 er Cu5fOm 912e btandwd PWo 35.. -38516 33.a1e-3551e •ro.o •7no -110.0 •tt D.o .70.0 •ra.o -1t0.0 -ttD.o •70.0 •Ta0 -tO7.a •1o2e •70.0 •70.0 •1024 4n.o •70.0 •ro.o -09.9 -033 •70.0 •70.0 -08.4 -0e.1 •70.0 •�o.o -00.4 -0a.o .to.0 •7ao 91.6 -0o.o 91.79 Tl.l - 4Le40 N0.0 -110.0 N0.0 -110.0 N0.0 -1026 .70.0 -07.0 •70.0 -033 •70.0 -00.1 •70.0 -00.0 •70.0 ffi0 SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT i& GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL PRODUCT REVISED FIN FRAMES as caolpiying with the Flarida SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Blcldios Coda **MIN. SASH HEIGHT= WINDOW BUCK HEIGHT- 50.138 Attzptenw tdo I - •�C_ " Y LYN r� !� Ree7otom. R-0 ati Date 7� `\ pN .. N ' '`�: • ��GENSF ��(� Viioati ade Product QmCoi • No.58705 •� NOTES: - •9 / , - Dos-kUm Drown Br. WINDOWS INSTALLED THROUGH THE FRAME. p :i.�ir 4(�,; 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL 0� •.. STA Obi N. vErueE, FL 34276 Title. Date: 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. IC�`ss/"ZORIOP,.NG�i (941).004600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ��i� ygH702A17 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN /0/�N1AL ��E� ��N` i.�IiLER,P.E. P9T NOtL4tiUE8,NC. idLwctttsltEsrnvEo �HQ��� Sopb: `sh Drlar7rq No. Rer. ON THE TABLE. A. LYNN SH-5500 NTS 7 OF 13 MD-SH5500-01 B P.E.0 58705 - CERT. OF AUiH- 929298 r II I II 1.483' ( I-���� Lana' L Lt��oo❑ � .� lo�❑ � � .625' J-CHANNEL FRAME '�6" FLANGE FRAME 1.376" O HEAD/JAMB r O HEAD/JAMB 1.375' J- 1 3.500• 3.500' -��- .062" --Ij�11�- .062" 7� ��✓ 1.483° as � 1.4B3' moo❑ -1 OFIN FRAME O EQUAL LEG FRAME HEAD/JAMB HEADIJAMB .070' .71s --� 1.185' O23 LIGHT SASH REINFORCEMENT ,., 54• �-- 070' .810, F-71 r- .150' HD SASH 25 REINFORCEMENT 3.483' 3.483' 3.483' I .070" -+{ �•{ 1.182' .WO' 3.483' �{ iL �1--'F •--�iit- .062• .062° i --IF--- .062• D j� ��- .062' 791• 1.036 1.041° (III T 1 L .130" 2.444' 2.444• 2.444" D 2444' � 1.331• j+- -� 1.340' I~ STANDARD I'D MEETING RAIL 1 _ 26 MEETING RAIL 27 REINFORCEMENT �OQ❑ � as REINFORCEMENT - - -000 ��oo❑ .625° 1.375' O LLEG FRAME SILL .625' FLANGE Og FRAME SILL 1.375° O SILL FRAME O EFRAME SILL T1215° 1 I 2.100• -�-{ 2.176' �^ 1.472° �{ �+- 1.565' 1.376' 1.630" I I 1 �1--III I R � Elul .065° o o .065 1.375 .035' .974" 1" .590' .07" 0. J .050' .471" IrT7r-15• .590• .050' .347° 1231' 1.000' it .060 .070'p .J4� J� �-I F-- -- t -- ED BEVELED FT RAIL BEVEL 14 MEETING RAIL 16 SASH RAIL 17 FIXED BALANCE COVER 18 SCREW COSASH VER 19 INTERLOCK 20 ILIF RAIL INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED as complying with tln Florida 0uildiog Code `I I I I U I l l/ f 77v A,cip4+aco No 17• 11 •fag Cfpiretioo Dale QOQQ 864• .316' �•{ .300' 11 Q�' 1.10ENSF •.:!_ 9Y •o .17s I ��` P{b.�ai Rsidmt .754• .750" = : * ; /AATIE N0, 58705 _ .035'-�•IL�J .025' - "11 ' D-,IpNon: pbwn gy; ROLLED ^� 40, 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI LAMI IG EXTRUDE :0�'•.,F (V�N. VENICE, FL 34275 O BEADING 80 SCREEN FRAME 81 SCREEN FRAME ��(�s'•."40RIDP,.•'• 941}480.1600 Ti6e: Data �-",, TONAL StG%' _ SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 f7ff 111111111/ PQf2h TI IEf.'lL SerleelModel: Soele: Sheet: Draw7ng No. Rev: A. LYNN MILLER P.E. A11R""18f�O"'ED SH-5500 NTS 11 OF 13 MD-SH5500-01 1 B REA 58705 CERT. OF AUTH. #29298 TABLE 12. CONT.: Bill of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channell PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SWDHFrameSill -J-Channel PVC 6 620106 SH/DH Frame Sill - Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6005 T5 All 20 1 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 Al 22 620145 Beveled Intedock Co%er PVC 23 620150 Light Sash Reinforcement 6063 T6 Al 25 620152 HD Sash Reinforcement 6063 T6 All 26 620153 Standard Meeting Rail Reinforcement 6005 TS Al 27 620154 HD Meeting Rail Reinforcement 6005 T5 All -30 -- 6164,V- Weatherstrip, .187° x .270""Fin Pild-- 31 6Q300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPlle 33 61825 Weatherstrip Plug, .220" Finseal 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 All 38 720210 Weep Hole Cover PVC 40 720X0000( 1 Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX 1#8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommerling 4SG TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXr with Hot Melt Butyl 78 Quanex Dureseal Spacer Materials 79 Cardinal XL Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMAEXTRUDER CODE 2) ITEMS # 9-13, 15, 24, 28. 29. 34, 39. 61. 62. 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL SILICONE HOT -MELT BUM STRUCTURAL Bill of Material, cant STRUCTURAL SILICONE 3116' NOM. Description Material POLYISOBUTYLENE 1/4" NOM. FOAM WITH charism C St WfrH DESICCANT DESICCANT Cast Zinc. GLASS ExT. GLASS ,er Assembly Cast Znc L FH SDS (Auto and Sweep Lock Screw) SS ep Lock Keeper Cast Zinc PH SDS (Keeper Screw) SS etch Comer Key PVC INT. GLASS INT. GLASS etch Comer Key PVC 76 KODISPACE SUPER O FH SDS (Comer Key Screw) Ss 4SG TPS SPACER'DNXT"' u uu �tan nnum rue — I KWNFUKGEMhN1 OOLYISO-FNT FILL AREA BUTYLENE 5/16" NOM. SEAL5/16" NOM. BUTYL& LICONESEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEF4-'Ph. EXT• GLASSm EXT. GLASSVir INT. GLASS . GLASS DURASEAL® XL EDGET"" 7e 7e SPACER SPACER Ti@ Latch Finger Pull Cast Zinc Bar Comer Key PVC Bar SS Pull Handle Cast 71no Pull Handle With Latch Assembly Cast Zinc FH SDS (Pull Handle Screw) SS Latch Strike Plate Cast Znc Ph. FH SMS (Strike Plate Screw) SS ead PVC 0edding, GE 7700 or Dow 791 Silicone ig Block (7/8" x 1" x 118"), 85+/-5 duro. EPDM ded Screen Frame Alum ormed Screen Frame Alum PRODUCT REVISED ^ compfy�rtg with the Ftodda Build•,ng Code A—planeo hro 17 D630.0 ... �,��� •• t. Sic'•. �(� Rev elan m7D F. ti n DL�l eBy hSimW P?' ade * : No. 58705 f* _ ® =�` Oran BY•• (•�•^ �` 1070 TECHNOLOGY DRIVE BILLBOF MATERIAL (BOM) J ROSOWSKI '0�'•, STATE OF ��� i FS'•.;20RIDP„•' \��� N. VENICE, FL 34275 (s+1)+eal5oo TiW. to, SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 LIENGv�` PGTI'033 WF.e,GIM xrl-f8 � &A-I'lrodel: Seale: sheet OmKng No. Rer. A. LYNN MILLER, P.E. SH-5500 NTS 12 OF 13 MD-SH5500-01 B REX 58705 CERT. OFAUTH. #Y9298 OPT. PULL RAIL INTERLOCK 8 COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS FORCE OPT. SWEEP LOCK OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH %P OPT. PULL SASH ASSEMBLY DETAILS EXTERIOR OPT. BEVELED INTERLOCK 8 COVER SCREEN ASSEMBLY DETAILS (;;)OR 83 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS .Re 11 u �J '• _.--...._."--'._—"---�_.._.� 1 ''•� ?T:ODUC'T REVISED •\-)�AC�'1ES 7•p n —plying with dw Florida 5 53 '-• � 3ui[din3 Cods Acet,:tmw N4,2 r FRAME 1 �.` ``��LY7,RavWon. ir4tia _2 ASSEMBLY �.�'OCESFBtaa DETAILS' No. 58705 Divwn By., EXTERIOR _ �� •;�(� I ( 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: �• i0,n'r,• TE OF [(/ N. VENICE, FL 34275 •�" �i (� '••:�,[ORIDA„•'' _�� (941}-080-1600 Till., Date: 2) SOME PJ.CHANNELFiRAMESHOWN,, PARTS ON DRA5. WING ORCLARAME RITY. S APPLY. '''�S/O• NG���` copyku Tm�„ SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 3)FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS887. 7i NA'1L1 E`1� PCTINW3TRIE8, 41C. Series/Model: Saafe: STeat Drmdn4 No. Rev. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A. LYNN FILLER P.E. """�°"� PE RV S H-5500 NTS 13 OF 13 M D-S H5500-01 B PZ458705 CERT. OF AUTH.#2M6 MIAMI- _ :... Mulm DEPART1%IENT OF REGULATORY AND ECONOINI BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOS Entegra Roof Tile, LLC 1289 NE 916 Ave Okeechobee, FL 34972 RESOURCES (RER) MIANII-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w w1y.mi amid adexa-.,/eeon omv 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 (in Miami -Dade County) and/or the AHJ (in a product or material tested for quality assurance manner, the manufacturer will incur the expens suspend the use of such product or material with: if it is determined by Miami -Dade County Pro requirements of the applicable building code. ate stated below. The Miami -Dade County Product Control Section as other than Miami -Dade County) reserve the right to have this irposes. If this product or material fails to perform in the accepted of such testing and the AHJ may immediately revoke, modify, or their jurisdiction. RER reserves the right to revoke this acceptance, tct Control Section that this product or material fails to meet the 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: Plantation Roof Tile 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 afer 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. I 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 NOA #14-1120.04 and consists. of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. File `COPY QMMIAWMADEUNTY NOA No.:15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Concrete 1. PRODUCT DESCRIPTION _Manufactured by Dimensions • Applicant Plantation Tile Length: 16Y21' Width: 13" Trim Pieces L = varies W = varies Varying thickr 2.1. MANUFACTURING LOCATION 1. Okeechobee, FL 2.2 SUBMITTED EVIDENCE: Test Agency Test Id American Test Lab of South RT062 Florida Redland Technologies 716 Apper The Center for Applied 944 Engineering, Inc. 94- 05-14 WIN Test Product Specifications Description TAS 112 Flat concrete roof the for direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each file profile. Redland Technologies 7161'-03 Appendix II Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P063 i -01 Redland Technologies P0402 The Center -for Applied I Project No. 307025 Engineering, Inc. Test #MDC-76 Walker Engineering, Inc. Calculations Walker Engineering, Inc. Calculations MIAMMADE COUNTY Test Name/Report Date TAS 112 07/03/14 Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) May 1994 (Mortar Set) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Aerodynamic Multiplier March 1999 April 1999 25-7183 March 1995 25-7094 February 1996 25-7496 April 1996 NOA No.:15-0721'.04 Expiration Date:12/08/20 Approval Date: 11/05/15 Page 2of7 - 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Walker Engineering, Inc. Calculations 25-7584 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Farabaugh Engineering and T295-11 TAS-108 10/05/11 Testing Inc. Farabaugh Engineering and T30 '-11 TAS-108 10/04/11 Testing Inc. Farabaugh Engineering and T279-11 TAS-108 09/23/11 Testing Inc. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florid Administrative Code. NOA No.; 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 3 of 7 4. INSTALLATION 4.1 4.2 Plantation Roof Tile and its corn Standard RAS 118, RAS 119 and I Data For Attachment Calculations shall be installed in strict compliance with Roofing Application D. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W (Ibf) Length4 (ft) Width-w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft3) Batten Application X (ft3) Direct Deck Application Plantation Tile I 0.267 0.289 Table 3: Restoring Moments due to Gravity - M (ft-Ibf) Tile Greater than Profile 2". 42" 3":12" 4": 12" S"• 12" 6": 12" 7":12" Battens Direct Battens Direct attens Direct Battens Direct Battens Direct Battens Direct Deck Deck � Deck Deck Deck Deck Plantation 7.22 7.91 6.85 7.79 �6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04 Tile QMIAMMI-MADEOUNTY NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 4 of 7 Table 4: Attachment Resistance For Expressed as a Moment - Mr (ft-lbf) Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 16132" (Min. 19132" plywood) plywood) Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2 Nails 1-10d Smooth or 7.3 9.8 4.9 Screw Shank Nail 2-10d Smooth or 14.0 18.8 7.4 Screw Shank Nails 1#8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1-10d Smooth or 24.3 24.3 24.2 Screw Shank Nail Field Clip) 1-10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Eave Clip) 2-10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field Clip) 2-10d Smooth or 31.9 31.9 32.2 Screw Shank Nails Eave Clip) I 2-10d Ring Shank 50.3 65.5 48.3 Nails' 1 Installation with a 4'tile headlap and fasteners are located a minimum of 2W from the head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.33 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. 3M- 2-Component Foam Roof Tile Adhesive AH-160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) For Single P, atty Adhesive Set S stems Tile Profile Tile Ai lication Minimum Attachment Resistance Plantation Tile 31VI'" 2-Component Foam Roof Tile Adhesive AH-160 118.94 3M7 2-Component Foam Roof Tile Adhesive AH-160 40.46 4 Large paddy placement of 45 grams of 3W 2-Com�onent Foam Roof Tile Adhesive AH-160 5 Medium *paddy placement of 24 grams of 3M' 2-Component Foam Roof Tile Adhesive AH-160. MtAMI-DADE COUNTY ,..i rjvj NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 5 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-lbf) fo,F Mortar Set Systems Tile Profile Tile Application Attachment Resistance Seespecific mortar manufacturer's Notice of Acce tanc6. 5. LABELING All tiles shall bear the imprint or identifiable statement: "Miami -Dade County Product Corn PLANTATION ROOF 6. BUILDING PERMIT REQUIREmEN 6.1 Application for building permit shall bI 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required evaluate the installation of this MIAMI•DADE COUNTY irking of the manufacturer's name or logo as seen below or following Approved". OR EGRA- s��, LABEL (LOCATED ON UNDERSIDE OF TILE accompanied by copies of the following: Building Official or Applicable building code in order to properly i NOA No.: 15-0721,04 Expiration Date:12108/20 Approval Date: 11/05/8 Page 6 of 7 NOA No.: 15-0721.04 Expiration Date: 12/08/20 Approval Date: 11/05/15 Page 7 of 7 M DEPARTMENT OF REGULATORY AND BOARD AND CODE ADMINISTRATION NOTICE OF ACCEPTANC Overhead Door Corporation 2501 South State Hwy.121, Suite 200 Lewisville, Texas 75067 SCOPE: This NOA is being issued under th materials. The documentation submitted has Section to be used in Miami Dade County a. This NOA shall not be valid after the expiral Miami Dade County) and/or the AHJ (in arc material tested for quality assurance purpos manufacturer will incur the expense of such such product or material within their jurisdi by Miami -Dade County Product Control S applicable building code. This product is approved as described herein including the High Velocity Hurricane Zone DESCRIPTION: Models 5745/5765/7 Wide x 8'-0" High with Optional Imps APPROVAL DOCUMENT: Drawing through 7 of 7, dated 06/20/2014, prepat Sawicki, P.E. on 12/17/2015,. bearing thi Notice of Acceptance number and expir. MISSILE IMPACT RATING: Larg, LABELING: A permanent label with the Mt. Hope, OH, model number, the positive installation instruction drawing reference nu statement reading `Miami -Dade County Pro, angle, or inner surface of a panel. LIMITATION: This door has not bee RESOURCES (RER) -MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/econoin applicable rules and regulations governing the use of construction een reviewed and accepted by Miami -Dade County RER-Product Control i other areas where allowed by the Authority Having Jurisdiction (AHJ). )n date stated below. The Miami -Dade County Product Control Section (In s other than Miami Dade County) reserve the right to have this product or s. If this product or material fails to perform in the accepted manner, the ;sting and the AHJ may immediately revoke, modify, or suspend the use of ;ion. RER reserves the right to revoke this acceptance, if it is determined ation that this product or material fails to meet the requirements of the and has been designed to comply with the Florida Building Code, 65/515/525 Insulated Steel Sectional Garage Door up to 16'-2" A Resistant Glazing do. 411344, titled "Series 5745/576517565/515/525", sheets 1 d by Overhead Door Corporation, signed and sealed by Mark A. Miami -Dade County Product Control revision stamp with the :ion date by the Miami -Dade County Product Control Section. and Small Missile Impact Resistant ianufacturer's name or logo, manufacturing addresses in Pensacola, FL or A negative design pressure rating, indicate impact rated if applicable, fiber, approval number (NOA), the applicable test standards, and the ,ict Control Approved' is to be located on the door's side track, bottom tested for air infiltration. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or 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 sha111 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 # 14-0204.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. Fire cop", NOA No.15-1228.08 MIAMI•DADE COUNTY Expiration Date: December 4, 2019 Approval Date: April 28, 2016 WJ18'ZplG Page 1 Overhead Door G A. DRAWINGS 1. Drawing No. 411344, titled "Series 5745/5765/7565/515/525", sheets 1 through 7 of 7, dated 06/20/2014, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. on 12/17/2015. B. TESTS "Submitted under NOA # 14 0204.06" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram.of Series 8300, Option Code 2244, 16'2"x 8' Sectional Garage Doors (issued to Overhead Door Corporation), prepared by Architectural Testing, Inc., Test Report No. C9365.01-801-18, dated 09/17/2013, with revision 1 dated 10/10/2013, signed and sealed by Shawn G. Collins, P.E. 2. Addendum letter to Architectural Testing's test report # C9365.01-801-18, dated 07/07/2014, signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on� 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202794 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 along with marked -up drawings and installation diagram of Series 8300, Option Code 2244, 16'2"x 8', Sectional Garage Doors (issued to Wayne Dalton), prepared by Architectural Testing, Inc., Test Report No. C9365.01-801-18, dated 09/17/2013, with revision 1 dated 10/10/2013, signed and sealed by Vinu J. Abraham, P.E. 4. Test report on Salt Fog Spray per ASTM B117 prepared by Environmental Testing Laboratory, Inc., Test Report No.12732, dated 66/22/2013, signed by Brady Richard. 1L NO Car. trera, P.E. Product Control Examiner NOA No. 15-1228.08 Expiration Date: December 4, 2019 Approval Date: April 28, 2016 E-1 Overhead Door Corporation C. CALCULATIONS "Submitted under NOA # 14-0204.06" 1. Structural and anchor calculations prepared by Overhead Door Corporation, dated 06/26/2014, signed and sealed by Mark A. Sawicki, P.E. 2. Structural and anchor calculations prepared by Overhead Door Corporation, dated 01/28/2014, signed and sealed by Mark A. Sawicki, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 14 0204.06" 1. Test report on flame spriead and smoke developed of BASF polyurethane foam per ASTM E84, Test Report # RJ1980-3, dated 07/20/2012, prepared by QAI Laboratories, signed by Greg Banasky. 2. Test report on ignition temperature of BASF polyurethane foam per ASTM D 1929, Test Report # 01.17794,01.304, dated 12/20/2012, prepared by -Southwest Research Institute, signed by Matthew S. Blais. 3. Notice of Acceptance No. 12-0605.05 issued to Bayer MaterialScience LLC (MA) for its Makrolon Polycarbonate Sheets, approved on 12/06/2012 and expiring on 08/27/2017. 1 F. STATEMENTS 1. Statement letter of code conformance to the 50' edition (2014) FBC issued by Overhead Door Corporation, dated 12/15/2015, signed and sealed by Mark A. Sawicki, P.E. "Submitted under NOA # 14-0204.06" 2. Statement letter of code conformance to 2010 FBC issued by Overhead Door Corporation, dated 01/23/2014, signed and sealed by Mark A. Sawicki, P.E. 3. Statement letter of no financial interest issued by Overhead Door Corporation, dated 01/23/2014, signed and sealed by Mark A. Sawicki, P.E. l B��16 Utrera, P.E. Product Control Examiner NOA No. 15.-1228.08 Expiration Date: December 4, 2019 Approval Date: April 28, 2016 E -2 NOTES: 1. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" POLYCARBONATE. MAXIMUM GLAZING DIMENSIONS SHALL BE 14" x 46" CUTOUT. FASTENED WITH A MINIMUM #8 X 1" SMS: 3X ALONG THE HORIZONTAL AND 3X ALONG THE VERTICAL. THE MINIMUM BITE SHALL BE .375". SEE DETAIL J ON SHEET 4 FOR ASSEMBLY DETAILS. 2. VINYL OR WOOD DOOR STOP NAILED. A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. 3. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 4. LOUVER OPTION - LOUVERS MAY BE INSTALLED IN DOOR IF THE AREA OF EACH LOUVER DOES NOT EXCEED 60 IN'. DOOR VENTS LARGER THAN 60 IN' MUST BE TESTED FOR IMPACT. 5. POLYURETHANE FOAM SHALL BE SANDWICHED BETWEEN FACER STEEL HAVING A MINIMUM 26 GA THICKNESS G-40 WITH PRIME COAT WITH A MINIMUM YIELD STRENGTH OF 46.6 KSI AND BACKER STEEL HAVING A MINIMUM 29. GA THICKNESS G-40 WITH PRIME COAT. OVERALL SECTION THICKNESS SHALL BE MINIMUM 1-5/16% 6. A 4-1/2" x 6" x 22 GA BACKER PLATE IS TO BE LOCATED AT EVERY INTERMEDIATE AND OUTER END HINGE LOCATION. 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF. THE PROFESSIONAL OF RECORD FOR THE BUILDING -OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. I8. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER. 9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 10. DOOR WITHOUT POST SYSTEM HAS BEEN TESTED TO - WITHSTAND DESIGN PRESSURES CORRESPONDING TO A 75 MPH WIND SPEED (+/-14.40 PSF). POST SYSTEM SHALL BE INSTALLED WHEN WIND SPEEDS ARE EXPECTED TO EXCEED 75 MPH. 261 ' h b 79 17 1'7 u STATE OF 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 GA MIN HORIZ TRACK 5/16x1-5/8" LAG SCREW (MIN 3 AS SHOWN) (4) 1/4-20x9/16" LARGE HEAD TRACK BOLTS OR 1/4-20 STUDS WITH 1/4-20 HEX NUTS 15 GA MIN VERT TRACK 1/4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB-US 5/16x1-5/8" LAG SCREW AT EACH JAMB BRACKET 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR QUANTITY, LOCATION, AND TYPE KEY LOCK OR SLIDE - LOCK BOTH ENDS (NOT REQUIRED WITH OPERATOR - SEE NOTE 3). SLIDE LOCK SHOWN FOR CLARITY NOTE: (4) SECTION SOLID DOOR SHOWN. SEE NOTES 1 THIS SHEET FOR GLAZING OPTION. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB (PLF) LOCATION (LBS) 7'-0" +139.4/-157.6 +1684.9/-1904.6 16'-2° 8'-O" +139.4/-157.6 +1917.3/-2167.4 14'-2" 7'-0" +122.2/-138.1 +1476.4/-1669.0 8'-0" +122.2/-138.1 +1680.1/-1899.2 7'-0' +104.9/-118.6 +1277.0/-1433.4 12•-2" 8'-0" +104.9/-118.6 +1442.9/-1631.1 7'-0" +128.1 /-144.8 +1177.0/-1330.5 10'-2" 8'-0" +128.1/-144.8 +1339.4/-1514.0 JAMB BRACKET SCHEDULE . DOOR NO. OF NO. OF JAMB LOCATION OF CENTERLINE OF JAMB HEIGHT SECTIONS BRACKETS (EACH JAMB) BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2") 2" (JB-US), 10" (JB-US), 21-3/4" -6'-6"---4 48" (JB-US), 57-1/4" (JB-US) 2" (JB-US), 10" (JB-US), 21-3/4" 7'-0" 4 7 (JB-US), 29-3/4" (JB-US), 42" (JB-US), 52-1/2" (JB-US), 63-1/4" (JB-US) 2" (JB-US), 10" (JB-US), 18-3/4" (JB-US), 7'-6" 4 OR 5 8 26-3/4" (JB-US), 36" (JB-US), 45' (JB-US), 54-1/4" (JB-US), 74-1/2" (JB-US) 2" (JB-US), 10" (JB-US), 21-3/4" (JB-US), 8'-0" 4 OR'S 8 29-3/4" (JB-US), 39" (JB-US), 48" (JB-US), 57-1 2" (JB-US), 75-1 2" JB-US NOTE: (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. wuxwcrRMSED a.OMOYbe with The Fkwift BoUai" Co.* Aouytwoe No Roleet C'orr+t / `—'� q DOOR A. 7 613 !Yf l7f 1� ATE OF O R 1�✓'n: asai sirire`nii u4 am[ no lirsrur. n veer n ra ax�u II R IeeLl PROD r aEWSED n wwngyiy miN the F1orNe 9 R,or�1 1101 S. 121 I SERIES 5745/5765/7565/515/525 IEMSMLLE. MICA4 73067 411344 (2) 12 GA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 12 GA EXTENSION BRACKET 1/4-20x7/8" SELF DRILLING SCREWS ATTACHED WITH (3) 1/4-140/8" (2 THROUGH U-BAR AND TOP SELF DRILLING CRIMPTITE SCREWS BRACKET) ;9F (2 THROUGH STRUT AND BRACKET) ` 14 GA BOTTOM BRACKET ! ATTACHED WITH (2)13 GA ROLLER SLIDE ATTACHED 1/4-14x7/8" SELF DRILLINGTO BRACKET WITH 5/16-18 BOLT CRIMPTITE SCREWS THROUGHNUT IN THE CENTER SLOTU=BAR AND BOTTOM BRACKET AND (1) 1/4-14x5/8" SELF ADD (2) 1/4-14x7/8""—"� SCREW DRILLING TAMPER RESISTANT SELF DRILLING CRIMPTITE SCREWS DETAIL A (INSIDE OF EACH INSIDE END HINGE) �..� 2" STEEL ROLLER WITH 9" GRADE N HEADER 1144 OR EQUIVALENT STEM HEADER LOCK / I' o c BRACKET (2) 14 GA WIDE BODY END -HINGES-EACH--ATTACHED WITH - - — -I (4) 1/4-14x7/8" SELF —.. DRILLING CRIMPTITE SCREWS DETAIL B LAG SCREWS / 5/16-18x2-1/2" 40 HEX BOLT & NUT 14 GA. WIDE BODY INTERMEDIATE HINGE ` 00 ` DETAIL E ATTACHED WITH (4) 1/4-140/8" SELF DRILLING _ CRIMPTITE SCREWS' A. miMXn rcm& iAl1/ am 14 GA CENTER HING DETAIL C HITCH PIN / (4) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS ADDED TO EACH HINGE WITH A POST STRAP (2) 5/16-12x1" SELF DRILLING SCREWS EACH WITH (1) 5/16 FLAT WASHER DETAILF ,.-- NO. 2 HALF HINGE ALIGN BOTTOM OF HINGE WITH TOP OF, THE U-BAR • HITCH PIN_ (4) 1/4-140/8' SELF DRILLING ® CRIMPTITE SCREWS (2) THROUGH U-BAF;O • / AND HALF HINGE DETAIL D (2) 5/16-12x1" \ SELF DRILLING TOP PLATE SCREWS W/ 5/16 ' \ EXTENSION FLAT WASHERS TOP LOCK BOTTOM BRACKET-' PLATE DRILLING SCREW16-12xl" SES •�•._I._lf �.•\ _POST \ LOCKING ° STRAP 1/2-130-1/2 HEX BOLT 1/2-13 HEX NUT DETAIL G / (4) 5/16-12x1" 2500 PSI MIN \ SELF DRILLING CONCRETE o 0 SCREWS INNER POST ' &: •1 8"X8"MIN TURNDOWN SLAB. 8" MIN / (4) 1/4-14x7/8" AT EDGE EDGE SELF DRILLING \DISTANCE / CRIMPTITE SCREWS ' TAIL POST 2101 S STALE 0 11f 5ERIE5 U"SAd'UNCIRS 75057 PRADUCr RSvtsBD m unptrti wl4 to Fla" m. Adoceytane° W. .fig Ru+A [Sa.M�t 411344 •�•._I._lf �.•\ _POST \ LOCKING ° STRAP 1/2-130-1/2 HEX BOLT 1/2-13 HEX NUT DETAIL G / (4) 5/16-12x1" 2500 PSI MIN \ SELF DRILLING CONCRETE o 0 SCREWS INNER POST ' &: •1 8"X8"MIN TURNDOWN SLAB. 8" MIN / (4) 1/4-14x7/8" AT EDGE EDGE SELF DRILLING \DISTANCE / CRIMPTITE SCREWS ' TAIL POST 2101 S STALE 0 11f 5ERIE5 U"SAd'UNCIRS 75057 PRADUCr RSvtsBD m unptrti wl4 to Fla" m. Adoceytane° W. .fig Ru+A [Sa.M�t 411344 POST 2101 S STALE 0 11f 5ERIE5 U"SAd'UNCIRS 75057 PRADUCr RSvtsBD m unptrti wl4 to Fla" m. Adoceytane° W. .fig Ru+A [Sa.M�t 411344 I�qunuiq��� i�i T-5 6063 1 Cfi'y ALUMINUM i EXTERIOR , * : FRAME 1 STATE OF .4 O R 1 Q:'N,�� i°W S °LL1iA1 WL�R ]�09�Y�A !W alas°io�� T-5 6063 ALUMINUM INTERIOR FRAME SHEETMETAL SCREW 1/4" POLYCARBONATE DETAII-J HINGE & BACKER PLATE L 00A 110NS OESNT.1 Pg • ° • • . TFST PSF} • I�@ACT/C1AlC RA1 .,STATE."', SERIES LrMSV6lTE AS 7WG7 PRODUCT REVtS .. a$-mPtYbewithth.vkw& Bdldiq Code Aoeep�xe'e" Tb m i" V� by R.a.oN 411344 REVISIONS 7' a3s• O 00 0 O u u ➢— al9r mN .11/J3' ° 0 5r TOP LOCK PLATE 1020 CO G-60 H.D.G. HALF HINGE 1.1 L.S. HOT DIPPED GALVANIZED STEEL awr aN _ TOP PLATE EXTENSION ° 1020 CO G-60 H.D.G. r -- -- - — ----� -- -- - --- --- -- - -- — — — - HITCH -PIN - 1020 CO G-60 H.D.G.711 � •,. 7a• '• I{�. III III Imo• 1]9' .ea7• RW HEADER LOCK BRACKET 1 1 I � p .131• NN --�- " O O u u 1020 CQ G-60 H.D.G. �U1 BOTTOM LOCK PLATE 1020 CQ G-60 H.D.G. 3.7r asr INN � _ POST SYSTEM COMPONENT DETAILS (( +,` P.,,• : / ���, LOCK. STRAP Ear * 7 61 _ 1020 CQ G-60 H.D.G. ,� _ 51•ATE OF 4 6063 T-6 ALUMINUM INNER POST The PRODUCE REVISM ��i CC : R 10✓ m � YW w7Th Halide •,��SS�,�l.N..AL�'��,• Genuine.The0d&aL STATIC PREMIRE RATINGS APPROVED SIZES SCALE N.T.S 52E A "ME ��1 o • ,•• TEST (PSF} i 8.00/ 7400 4A% dpiT: 8'-DATE 0• RAYM . B� /11 CRT oa, s snn Nw tr 7 Lao 6063 T-6 ALUMINUM OUTER POST 3901 S STAIR • iuPAeT/cralc RATED Tts oh xs NA%SECItQV NEIGNT 24'p1ECKE0 DATE INITIALS MYY I21 SERIES 5745/5765/7565/515/525 SHEET $ OF ] to M PE n 75om t Pic ®evui °T SiAIE Y00 LEWsmur, TEXAS 75067 ORAWINO PART No. REV. 411344 A (5) SECTION DOORS WITH HEADER' LOCK BRACKET (8) 3" 18 GA 80 KSI U—BARS TO SECURE TOP OF LOCATED AS SHOWN POST FOR STORAGE—. (4) SECTION DOORS WITH (6) 3" 18 GA 80 KSI U—BARS LOCATED AS SHOWN CORROSION RESISTANT CHAINS, TYP. MAX SPACING OF ANCHORS/SCREWS PER JAMB (IN) 3/8" SIMPSON TITEN 3/8" SIMPSON TITEN HD SCREW ANCHOR TO 3/8" X 3" LONG HD SCREW ANCHOR TO LAG sCREw"° ' MINIMUM 2000 PSI MINIMUM 2000 PSI CONCRETEM011 GROUT FILLED CMU' 24 24 24 1. BASED ON 3/8" SIMPSON 11TEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8" SIMPSON TITEN HEAVY DUTY SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", i AND A MINIMUM END DISTANCE OF 4". _ -CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. I 3. BASED ON 3/8" DIAMETER x 3" LONG LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 4. PROVIDE QUANTITY OF SCREW ANCHORS OR LAG SCREWS, AS j REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH I I I Z.ALL U—BARS SHALL BE HALF HINGE .TO SECURE ATTACHED WITH (2) BOTTOM OF POST FOR 1/4-140/8" SELF STORAGE ♦O♦��A•"Sg'fifMPTITE DRILLING IEACH ��i,� SCREWS A THINGE 0 ♦'♦PQ.. OEN �C ���� LOCATION AND BETWEEN ♦ v� SF''.�� :� ALL END HINGES AND i * INTERMEDIATE HINGES. A MINIMUM OF (14)' gt� 1 FASTENERS ARE TO BE a %//� USED.. �9 ; STATE OF ♦ PRODUCI'R6VISfiD NA; ���♦♦ gA wNhmeFkrWu amply 7foe-l�Qy POST SYSTEM 'STORAGE uw � s.roy vc icwsu�i.''k. '°° p� NOTE; POST. SYSTEM SHALL BE STORED IN A A I.."flo�TeTF,arM CONVENIENT LOCATION AS CLOSE TO GARAGE DOOR AS POSSIBLE. JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 5. LOAD PER JAMB CALCULATED TO BE A MAXIMUM OF +139.4/-157.6 LBS PER FOOT. 6. CHART INCLUDES A SAFETY FACTOR OF 4. 7. DOOR JAMB TO BE MINIMUM 2x6 NO. 3 SOUTHERN PINE LUMBER (MIN) MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 8. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE LOADS LISTED IN NOTE 5. 9. SCREW ANCHORS OR LAG SCREWS SHALL BE INSTALLED PER' MANUFACTURER'S WRITTEN INSTRUCTIONS. The Genuhu.Thc Odd-L srAnc PRE57 DESCN TEST PSF): IMPACT YCUC ItA' 25a1 fi STATE HWY 1]Ir SERIES L MSV IEi IDS 76067 411344 I a • z r '--FASTENERS PER' TABLE SHEET 7 MINIMUM 2x6 #3 SOUTHERN PINE LUMBER. WADNC a WAX te'2' tuX WOTH 0" A. SA yyrrrr I 61 D'. STATE OF . <L >O�%N �� rSED �-r6'/ONA;,, as �c yCXXJ�Lr��v�NyhtSnP{oritlD BtTildily CNe vo, i r�R.¢ x+�. ui'v�irt Sao IErsv+TL rc 11aeT u eAe�,am QU�FnI SEE DETAILS 1, 2, AND 3 — REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. 5• Wx HDQN MINIMUM 2x6 #3 q HEADER LOCK MINIMUM 2x6 #3 LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET' LUMBER. LUMBER.4" 8" 4"(r,,HEADER " 8" 2(4) SIMPSON TITEN HD SCREW 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" O.D. WASHER ANCHOR WITH A 1-1/4" O.D. WASHER AND A MINIMUM EMBEDMENT DEPTH OF AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DISTANCE OF e. DETAIL 1 DETAIL 2 MINIMUM 2000 PSI CONCRETE MINIMUM 2000 PSI GROUT FILLED CMU MINIMUM 2x6 #3 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4" V(4) 3/8" DIA. x 3" LONG LAG SCREWS WITH 1-1/4" O.D. WASHERS. DETAIL 3 WOOD SUPPORT STRUCTURE 'ILOGcuu(ue The0demaL STAnC PRESSURE RATINGS APPROYFD SZES SCREE: N.TS. SIZE A DESIGN (PSFk 44&00 -3— WAX WD➢t IB'-2- DATE NAME TEST (P 459.00 -7600 MAX NEIM E'-0• DRAWN 5/20/14 GRT WPAtt C1TLC RATED (YES/ND} YES 1MAX 5WUGH HEIGHT. 2a• ICHEMED1 DATE I WInAts 9501 SLA 200 tat SERIES 5745/5765/7565/515/525 SHEET ^7 or 7 lLwL4NLLE. TEXAS 75057 OMIG PART N0. REV. 411344 PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the a materials. The documentation submitte( Product Control Section to be used in I\ Having Jurisdiction (AHJ). This'NOA shall not be valid after the exi Section (In Miami Dade County) and/or to have this product or material tested perform in the accepted manner; the ma immediately revoke, modify, or suspenc reserves the right to revoke this accept Section that this product or material fails This product is approved as described 1 Code, including the High Velocity Hur6 DESCRIPTION: Series "PW-5520 Vii RESOURCES (RER) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy plicable rules and regulations governing the use of construction has been reviewed and accepted by Miami -Dade County RER - .ami Dade County and other areas where allowed by the Authority iration date stated below. The Miami -Dade County Product Control :he AHD (in areas other than Miami Dade County) reserve the right or quality assurance purposes. If this product or material fails to mfacturer will incur the expense of such testing and the AHJ may the use of such product or material within their jurisdiction. RER .nce, if it is determined by Miami -Dade County Product Control ;o meet the requirements of the applicable building code. ;rein, and has been designed to comply with the Florida Building ane Zone. " PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing INo. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I I of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.El, 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# 16-0629.12 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. 17-0614.09 Expiration Date: April30, 2020 Approval Date: October 26, 2017 Page 1 File Co PGT Industries, Inc. NOTICE OF ACCEPTANCE: E A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under' No.14-0930.25) 2. Drawing No. MD-5520�09/09/14, 0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uri 2) Lar 3) Cy( along with marked -up a PVC fixed window spacer system, Durasea. EdgeTM spacer system a Inc., Test Reports N( 06/07/16 and 06/02/16 j (Submitted under previ 2. Test reports on: 1) Air I 2) Unif+ 3) Watt 4) Largi 5) Cycl: 6) Foret along with marked -up d prepared by Fenestratioi 08/01/14, signed and see (Submitted under NOA C. CALCULATIONS 1. Anchor verification cal( Edition (2014), dated 0 sealed by Anthony Lyra (Submitted under NOA 2. Glazing complies with 1 D. QUALITY ASSURANCE 1. Miami -Dade Depart rm Static Air Pressure Test, Loading per FBC, TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 awings and installation diagram of a PVC sliding glass door, 1 an aluminum sliding glass door, using: Kodispace 4SG TPS ' spacer system, Super Spacer® NXTTM spacer system and XL insulated glass, prepared by Fenestration Testing Laboratory, FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, spectively, all signed and sealed by Idalmis Ortega, P.E. us NOA No. 16-0629.12). filtration Test, per FBC, TAS 202-94 .-m Static Air Pressure Test, Loading per FBC, TAS 202-94 Resistance Test, per FBC, TAS 202-94 Missile Impact Test per FBC, TAS 201-94 Wind Pressure Loading per FBC, TAS 203-94 1 Entry Test, per FBC 2411.3.2.1, and TAS 202-94 swings and installation diagram of a PVC fixed window, Testing Laboratory, Inc., Test Report No. FTL-7897, dated ed by Idalmis Ortega, P.E. Vo.14-0930.25) ilations and structural analysis, complying with FBC-5th 118/14 and 04/07/15, prepared by manufacturer, signed and Miller, P.E. Vo. 14-0930.25) STM E1300-09 of Regulatory and Economic Resources (RER). 0 . Manuel P -e—Z .E. Product Control V-614.09 iner NOA No. 1 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers” dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear And White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance io. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance N�o. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15,/16, expiring on 04/16/20: F. STATEMENTS 1. Statement letter of conf, 61b Edition (2017), date by Anthony Lynn Mille 2. Statement letter of no fi signed and sealed by Ai 3. Proposal issued by Prod Supervisor, Product Col (Submitted under NOA 4. Proposal No. 16-0125 is signed by Ishaq Chanda (Submitted under previ G. OTHERS 1. Notice of Acceptance N "PW-5520 Vinyl" PVC on 04/30/20. nuance, complying with FBC 5ih Edition (2014) and FBC 1 August,29, 2017, issued by manufacturer, signed and sealed , P.E. uncial interest, dated June 9, 2017, issued by manufacturer, kony Lynn Miller, P.E. ict Control, dated 6/26/14, signed by Jaime Gascon, P.E. trol Section. NTo. 14-0930.25) med by the Product Control Section, dated March 09, 2016, P.E. NOA No.16-0629.12) 16-0629.12, issued to PGT Industries, Inc. for their Series xed Window — L.M.I. approved on 08/04/16 and expiring E-2 Manuel ete2, P.E. Product Coutr4paminer NOA No. 7-0614.09 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 , GENERAL NOTES: SERIES 5520 IMPACT RESISTANT VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). MAX BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD B. SEE MAX. O.C. SEE TABLES 4-13 r 6' MAX. D, SEE LITE (CAP) MUST TEMPERED. SHEET 3 _ _ SHEET 4 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 AND CONCRETE WITH MIN. KSI PER VISIBLE ANCHOR TYPE. LIGHT WIDTH MAX. BUCK HEIGHT, SEE 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. �- - TABLES 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD OR y(LONG BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER IX AND 2X BUCKS (WHEN USED) I i SHORT SIDE) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK 1 VISIBLE DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR A I / LIGHT A, SEE C ARCHITECT OF RECORD, (ACR). HEIGHT SHEET 3 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR USE ANCHORS OF -SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION STUCCO. ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX. O.C. SCOPE OF THESE INSTRUCTIONS. SEE TABLES MAX. O.C. 4-13 fi) MAX. 1/4- SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE TABLES IS NOT FLUSH TO THE SUBSTRATE. -USE SHIMSCAPABLEOF TRANSFERRING APPLIED— — — --- - - --- — - _ 4-9 LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS I IMPOSED ON THEM BY THE WINDOW. B --ft__ J 6" MAX. �. D 7) DESIGN PRESSURES: TYP. EQUAL-LEG/BOX & A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLETEST PRESSURE, FRAME FLANGE FRAME (90° CORNERS) ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 6° MAX 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS t+--• W MAX CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-lrJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR MAX. WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO SEE TABLES CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 4-13 ' FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER MAX. O.C. CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY RAVING VISIBLE SEE TABLES JURISDICTION. LIGHT j HEIGHT 4-13 - 10) REFERENCES: TEST REPORTS FTL-7697: ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; / ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, LTD WHITE & MAX BUCK BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS: NATIONAL DESIGN / HEIGHT, SEE SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NOS & ALUMINUM DESIGN MANUAL TABLES 4-9 11)'PVB' = .090" TROSIFOLB PVB BY KURARAY AMERICA. INC. VISIBLE LONG OR 'SG'=.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. LIGHT WIDTH SHORTSIDE) GENERAL NOTES.........................I ELEVATIONS ...................... FRAME. GLASS&ANCHOR OPTIONS ............................ 2 INSTALLATION. FLANGE & EQUAL LEG........_................3 INSTALLATION. INTEGRAL FIN & J-CHANNEL .......................... 4 GLALNG DETAILS .................... _..5 DESIGN PRESSURES ................ ..6.10 BOM & ASSEMBLY ................... ... 11 IMPACT RATING DESIGN PRESSURE RATING LARGE & SMALL MISSILE IMPACT RESISTANT VARIES PER GLASS TYPE. SEE TABLES 4-13. SHEETS 6.10 MAX. BUQK WIDTH SEE TABLES 4.9 (SHORT OR LONG SIDE) 1.25° MAX MAX. O.C. SEE TABLES 4-9 _ VISIBLE LIGHT WIDTH — - — - — --' - — - - VISIBLE / LIGHT C. SEE HEIGHT SHEET4 / MAX. BUCK HEIGHT, SEE TABLES 4-9 (LONG OR SHORT SIDE) 125' MAX. --►� �•�-- TYP. INTEGRAL FIN & J-CHANNEL FRAME (90° CORNERS) (ANCHORED THROUGH NAIL FIN). MAX O.C. SEE TABLES 4-9 / VISIBLE / LIGHT HEIGHT VISIBLE LIGHT WIDTH W MAX 1 VISIBLE LIGHT FORMULAS MAX O.C. 6' MAX 12S WIDTH: BUCK WIDTH-4-3/16' HEIGHT: BUCK HEIGHT-4-W16' SEE TABLES 4-13 L MAX. CODES / STANDARDS USED: MAX BUCK WIDTH SEE TABLES 4-13 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION (SHORT OR LONG SIDE) •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION TYP. EQUAL-LEG/BOX & -ASTM E1300-09 FLANGE FRAME (CURVED •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION OR ANGLED CORNERS) -ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 • AISC 360-10 MAX O.C. SEE TABLES 49 _ MAX BUCK WIDTH SEE TABLES 4.9 _ (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) 1.25' MAX MAX O.C. SEE TABLES 4-9 MAX BUCK HEIGHT, SEE TABLES 49 (LONG OR SHORT SIDE) �-.-- 1.25' MAX PRODUCT REVISED n w-mNyi-g with tic FPS 8.0d q, Code Acceptt,peM 4.oq Ezpin'twa Dd. JR - 06/06/17 - UPDATED o ANCHORAGE TO FBC 2017. C Y fn 0] . u3 •�-- 3 o O :.0 N _O _ O O m p IN u1 OJ O i Z LL V U L) d ®� 'JM0 W — Cc.°N Z � < (=g 0 �' Z o�:' .- Z m O _ U O Z j W O W ® N Q M Iaa4S t0 rc Z W OZ Z WZ TI..S O =� u Q R O N U Z W 5; O D- 1111 LYNfy,y�'�.,. No. 68705 S�ONAL I00 .�. A. LYNN MILLER P.E. P.E.#58705 Glass Type Description Table # 7 7/8" Laminated I.G.: 118" A Exterior Cap + 7/16" Air Space + 5/16" Laminated; (2) Utes of 1/8" A Glass with .090" PVB Intedayer 4 8 718" Laminated LG.: 1/8" T Extedor Cap + 7116" Air Space + 51W Laminated; (2) Utes of 118" A Glass with .090" PVB Intedayer 5 9 7/6" Laminated I.G.: 3/18" A Exterior Cap + 3/8' Air Space + 5/16" Laminated; (2) Lites of 1/8" A Glass with .09D' PVB Intedayer 6 10 7/8" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 5116" Laminated; (2) Lites of 1/8" A Glass with .090" PVB Intedayer 6 11 1" Laminated I.G.: 1/8' T Exterior Cap + 7116" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB Interlayer 7 12 1" Laminated I.G.: 3/16" A Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3116" A Glass with .090" PVB Intedayer 8 13 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" A Glass with .090" PVB IntedayH 14 V Laminated I.G.: 3116" A Exterior Cap + 3/8" Air Space + 7116' Laminated; (2) Utes of 3/16" A Glass with .090" SG Intedaye 15 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 711V Laminated; (2) Lites of 3/16" A Glass with .090" SG Intedaye 16 1" Laminated I.G.: 1113 T Exterior Cap + 7/16" Air Space + 7/16" Laminated; (2) Lites of 3f16" H Glass with .090" SG Intedaye 17 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" H Glass With .090" SG Intedaye Group Anchor Substrate Min. Edge Distance Min. Embedment' --A - MS #10 SS.S. (steel, 1 or 1, 1 S.S.) _-_ P.T. Southern Pine (SG=0.55) 7/16" 1-318. Steel, A36' 319, 0.050" Steel Stud, A653 Gr. 33• 3(8" 0.0451" (18 Ga.) --Aluminum,_6063_T5___ 3/16" steel Ultracon P.T. Southern Pine (S(3=0.55) 7116' 1-3/8" Concrete (min. 2.85 ksl) 1" 1-3/8" Ungrouted CMU, (ASTM C-90) 2-112" 1-114" 6 #12 SMS (steel, 18A S.S. or 41S.S.) P.T. Southern Pine (SG=0.55) 9116" 1318" Steel, A36' 318' 0.050" Steel Stud, A653 Gr. 33' 3/8' 0.0451' (18 Ga.) Aluminum, 6063-T5' 3/8" 0.063" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 1.3/8" 1/4" steel Creteflex P.T. Southern Pine (SG=0.55) 1" 1.318" lie steel Aggre-Gator P.T. Southern Pine (1313=0.55) 1" 1-3/8" C 1/4' steel Uhracon Concrete (min. 2.85 ksi) 1" 1-W4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-NIV, 114" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1.3/4" D 1!4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 1/4° steel AggreGator Concrete min. 3.275 ksi 1-1/2" 1-W8" Grouted CMU, (ASTM C-90) 7 1 2" Group Anchor Substrate istantx Di--bn a Min. Embedment E 2-1/2" x .13l' Ccmmon Nail P.T. Southern Pine (SG=.55) am* 2-7116" 2-1/7 Ping -shank Roofing Nall P.T. Southern Pine (SG=.55) 3/8' 2-7116' F #10 Trusshead SMS (steel, 18-8 S.S. ar 410 S.S.) P.T. Southern Pine (SG=.55) 1/2" 1-21/8" Aluminum, 6063-T5• 31W 0.050" Steel Stud, Gr. 33' 318, 0.0451" (18 Ga.) Steel, A36' 3I8' 0.050" #12 SMS (steel, 1S-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9116" 13/8" Aluminum, 6063-T5" 318' 0.063" Steel Stud, Gr. 33' 3/8' 0.05(" Steel, A36' 3/8' 0.050° 'MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED 'A" = ANNEALED 'H'=HEAT STRENGTHENED 'T" = TEMPERED 'PVB' = .090" TROSIFOL PVB BY KURARAY AMERICA, INC. 'SG'=.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL • FIN FRAMES. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: fl� OD BOX OR 0� EQUAL Q FLANGE = LEG oo� o� o� oa JLHANNEL INTEGRAL FI �Q a� D� ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW), AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13, SHEETS 6-10. LONG LONG LONG SHORT I"'-- SIDE �-- SIDE +{ (�--- SIDE +{ SIDE I-- - -- NN h yN LONG LONG LONG LONG LONG O SIDE "I I� SIDE �i I-- SIDE -i F-- SIDE +{ ,�'- SIDE -�{ zO P Tr--- i --- �r- - l �r--- } r- -1 rr -1 If - I I =N1 =N1 I oe °N j 1L MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. MaterW Mn. F. Mn. F° Steel Screw 92 ksi 120 ksi 1" Screw 60 ksi 95 kst 410 Screw 90 ksi 110 ksl Ek:o Agg"gorG 57 ksl 98 ksi Elco UltraCon® 165 ksi 177 ksi 410 SS Sco C•de]Flex® 127.4 ksi 1897 ksi 6063.175AWminum 16 ksl 22 ksi A36 Sled 36 ksi 58 ksi Gr. 33 Sted Stud 1 33 ksl 1 45 ksi 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT 02017 PGT INDUSTRIES, INC. CERT. OF AUTH, tl29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LMBSM) 0 9/9/14 GLASS/ANCHORS/FRAME OPTIONS a J ROSOWSKI PW-5520I-'I NTS IA 2OF11 Iszl MD-5520.0 PRODUCT REVISED w cnnVlying with tha Flcddn Building Code A.1taucc No /Ol4. Fxoiradon Date Vri YILY I N��` * ; No. 58705 11flit 1111 A. LYNN MILLER, P.E. P.E.A 58705 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES I INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EMBEDMENT SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHORED THROUGH �- EDGE DISTANCE 1/4" MAX 1/4" MAX FRAME INTO 2X WOOD SHIM FRAME OR BUCKSTRIP. 2 4 SHIM SEE NOTE 2, THIS SHEET. EDGE EDGE � EMBEDMENT DISTANCE 5 DISTANCE FLANGE FRAME n SHOWN II BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a EQUAL- LEGBOX FRAME SHOWN TY ANCHOR TYPE, EMBEDMENT AND EDGE -�1"THICK I.G. ^ �• TYP ANCHOR ES�1/4 EMBEDMENTAND SH°M ANCHOR TYPE, DISTANCE PER r EDGE DISTANCE PER SUBSTRATE, SEE TYP. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. TABLE 2, SHEET 2. SUBSTRATE, SEE 5 TABLE 2, SHEET 2.•Op�� 7/8"THICK I.G. LL-�EJXTTERIOR FLANGE VISIBLE LIGHT WIDTH �{ 7 EQUAL- . FRAME SHOWN LEG/BOX NOTES: 718" THICK I.G. BUCK WIDTH FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS --" -- -- ---- LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT E AND "EDGE -DISTANCLIMITS.. ANY INSTALLATION— _ _ __ HORIZONTAL_ SECTION A -A -- -- - OPTION-- SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 3, SHEET 2. PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-11T 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 #1D OR GI STEEL �•{ SMS 2. S SEE TABLE 2. SHEET 2. 114•IFRAME// 114" MAX. SHIM I� 1� PRODUCT RHVI.SEO , as cnn plying with tha:);}titafn Boi1dmg Codc Acocptw+ce No/�'� / ENGINEER OR ARCHITECT OF RECORD. wiiou Dme 1" THICK I.G. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. EQUAL LEGBOX FRAME SHOWN Jvtis» ado Product NO CHANGES THIS SHEE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 2, SHEET 2. —1/4" MAX. SHIM EMBEDMENT INSTALLATION OPTION 2 ANCHORED THROUGH EDGE DISTANCE FRAME DIRECTLY O CONCRETE/CMU. VERTICAL SECTION B-B /CMU. OOL,J� EXTERIOR O� INSTALLATION V INSTALLATION OPTION 4 OPTION 4 a ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL ``711 Y ILX 1070 TECHNOLOGY DRIVE ` `��` ��� ........NAg. a �1GEN • K' N. VENICE, FL 34275 �•` .F?> (941)-480-1600 No. 56705 •• *— ® COPMGKTID2017 PGTINDUSTRIES, INC. VISIBLE LIGHT FORMULAS CERT.OFAUTH. #29296 ALL RIGHTS RESERVED q WIDTH: BUCK WIDTH -4-3116• VINYL FIXED WINDOW NOA LM&SM) o 9/9114 HEIGHT:BUCKHEIGHT-43716' ( ��.c�•••- srA Q•`��� i,�s'•:�ORIDA,•'G\��� g FLANGE & EQUAL-LEG/BOX FRAMES om J ROSOWSKI u PW-5520 N NTS i 3 OF 11 a z MD-5520.0 B _ .. A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES I INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATIONOPTION5 +Ia MAX. SHIM 1ra•MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN EMBEDMENT FRAME INTO 2X WOOD Imo— EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAMEBUCKSTRIP. INTEGRAL FIN INTO 2X WOOD I-- EMBEDMENT O NOTE 2, THIS SHEET, SEE NOTE 2, THISS S SHEET. FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE—i J-CHANNEL FRAME SHOWN 1 1W MAX. SHIM TYP. ANCHOR TYPE, EMBEDMENT AND TYP. ANCHORTYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE, SEE g DISTANCE PER SUBSTRATE, TABLE2,SHEET2. a SEE TABLE 3, SHEET 2. (SCREW SHOWN) 5 (NAIL SHOWN) 718' THICK I.G. BUCK VISIBLE HEIGHT LIGHT HEIGHT 1' THICK I.G. EXTERIOR 3 I I O INTEGRAL LJ FIN E L FRAME SHOWN ❑ o INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WEMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. VERTICAL SECTION D-D NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3, SHEET 2. FOLLOWEMBEDMENTAND.EDGEDISTANCE _. LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-1R' 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. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) 1W MAX. SHIM a9E DISTANCE 1' THICK I.G. INTEGRAL 0 THICK I.G. o O FIN FRAME CHANNE011 EXTEEnRIOR VISIBLE LIGHT WIDTH ---�j 7 SHOWN FRAME SHOWN V BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION. FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 114" MAX. SHIM INTEGRAL FIN FRAMESHOWN ❑ INSTALLATION OPTION 7 INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL, SEE TABLE 3, SHEET 2. VISIBLE LIGHT FORMULAS WIDTH: BUCK WIDTH - 43116- HEIGHT: BUCK HEIGHT -4.3116" i0 OR #12 STEEL MAX' SHI SMS (GS), SEE SHIM TABLES 2 & 3, SHEET2. FIN AND/OR FLANGE MAYBE REMOVED IN -FIELD EXTERIOR _ v INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME, INTO METAL, SEE TABLE 2, SHEET 2. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 ® COPYRIGHT02017 PGTINDUSTRIEB.ING CERT. OF AUTH. #29296 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (LM&SM) 0 919/14 J-CHANNEL & INTEGRAL FIN FRAMES om J ROSOWSKI PW-5520 N NTS h 4OF11 oz° MD-5520.0 a B EMBEDMENT —i TYP. ANCHORTYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) PRODUCT REVISED us complying with dw Flor'libi Building Code ,, „, ,,, NO \\\111lllllrf _IC @F'•,'`F� * : No. 58705 O . STATE F LliltIE�.�. A. LYNN MILLER PE P.E# SB705 - 1 718 .NOM. [ - 5116" A/A PVB — 7/16" AIR SPACE- 1/8" A GLASS - aEXTERIOR 7/16" A/A PVB -7/16"AIRSPACE— 1/8" T GLASS - a EXTERIOR GLASS TYPE 7 1V' NOIIMII II-�•II� L_1C � SLE GLASS TYPE 11 1" NOM. 7/16" A/A SG 3/8" AIR SPACE 3/16" _T GLASS a EXTERIOR 80-83� I I GLASS TYPE 15 "A"=ANNEALED "H"- HEAT STRENGTHENED "T" = TEMPERED "PVB" _ .090" TROSIFOL® PVB BY KURARAY AMERICA, INC. 'SG'_.090"SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. 1 7/8 .NOM. [ - 5/16" A/A PVB 7/16" AIR SPACE- 1/8" T_ GLASS — a EXTERIOR GLASS TYPE 8 V NOM. 7/16" A/A PVB _- 3/8" AIRSPACE- - - - - - 3/16" A GLASS a EXTERIOR GLASS TYPE 12 �+- 1" NOM. -�-{ 7116" H/H SG I I 7H6" AIR SPACE 1/8" T GLASS aEXTERIOR 80-83 GLASS TYPE 16 GLASS TYPES 14 THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES �•{ 718' NOM. 5/16' A/A PVB 3/8" AIR SPACE 3/16" A_ GLASS a EXTERIOR 80-83 GLASS TYPE 9 �•�- 1" NOM. 7/16" A/A PVB I I 3/8"--AIR-SPACE- - — - 3/16" T GLASS aEXTERIOR GLASS TYPE 13 �-• 1"NOM. �••� 7/16" H/H SG I I 3/8" AIR SPACE 3/16" T_ GLASS a EXTERIOR aa83 GLASS TYPE 17 718' NOM. �••�- 5116" A/A PVB PRODUCT' REVISED 318" AIR SPACE 3/16" T_ G LASS - complying with the Building Code Fbwi& a EXTERIOR Accep(a*w No -04. Eap'uaiion Date /� B.Y 80-83 T9iani Dade Product Ca GLASS TYPE 10 is NO CHANGES THIS SHEET. 1" NOM. --�{ I W ? � Y m •nab 7/16" A/A SG w � o 3/8"-AIRSPACE- — _� h _--_.�� O N aloo 3116" A GLASS O - u�i a EXTERIOR Z IL a n� ---,a 2 Ui 80.83 U 2 o F z q �� GMG � W t7 .66 GLASS TYPE 14 z o g a o z° m ® o 7aaV5 Z J U) Q z Z Miawi Dad* Product (:mtwl TERIOR < LL W J W Z 04 to 112' NOM.GLASS U 2 �\ (- BITE TYP. 3 (9 D- TYP. GLAZING DETAIL 111111111111/jT ��.���NY•LYNN '�,,� *Q . No. 58705 ' xt *- v - ' T Sr rE� F ",7 /0NAIIIILIN��. A. LYNN MILLER. P.E. P.ES 58705 Short Side On) O 3 � i { m O m m m p p N O m O A N O E m A w + + + + + + + + + + + + O1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t`S�aa�aU��a�a$ 0 0 0 0 0 0 0 0 0 0 0 0 ao aaaaaaaaaat�m .a � 0 0 0 0 0+ 0 0+ 0 'O D_ O + + + + + + + + + + m 0 U2 O O O O O O F� 0 0 0 0 m •� 'O ` N D + o n Z O O O O O O O m O V It fi< m m 0 zs + + 0 0 io0 0 0 0 0 O + n0 T m N �• �$ a ? r„ y m m = o z 2 = �' �wz m A A iJ L� O m O s >0 bbb=+� N v = p N m N p z + tl oPn'm '-ia i i t+ $$ 0la 2 r y to F n m z T N z 9 A OJR _ A v Short Side Qn) o •v01 0 Off � N O m O A N O m m a N O m; E I a U a a 0 0 0 0 0 0 0 0 0 0 0 o to + + 0 + + 0 o + + + o 0 + 0 0 + + x' + + o m 7i o S 0� Zi D � m a aaaaaaaaaaaaaam 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D _ m of m � + + + I Oi C I 1 N m •D � I m � a v 0 � O O o o 0 0 0 0 o O m v p ^� o mn N m g n ti n m Gl O O o 0 0 '0' 0 0 b O N 9 m o a Z z= azt a o 0 0 0 o s o 0 F; �? a a a a a a R 0 0 0 0 0 0 ,7 O �ffR 9z yU A O A I m� mp SpD1D p n �Inr i'�� z� o ZpZ rn r p< o o c i Z Dyyr<<m p A > m z N p a j p N w m N-IO yi 5m m m m y r mZ y 2 Oi� m rrn0 O< Optmit0 m~ .DLO vl�iy ox m _ 7m .0� x yI T�mo ro z (z)c amzg 6(n Dsio Utx mx ? y N m m 0 m CAm z m 1 I m -�'I Imo- m N p d >f �1070TECHNOLOGYIDRIVE Rev1s— ° 8e �a?•'•gN�ti N. VENICE, FL 3427511 o d,s p •,o - (941)-490-1600 _� x :0 ,3m Z r:Z- >agm < -+ 61 0 [ = in z. =D •A m 'R - © TCOPYRIGHT®2017 PGT INDUSTRIES, INC. 0 �. E y }e 2 CERT. OF ALITH. #29296 ALL RIGHTS RESERVED N VINYLFIXEDWINDOWNOA(LM&SM) 0 9/9/14 x " DESIGN PRE "SSURE TABLES A o, J ROSOWSKI m `\ 0 2 o m PW-5520 NITS y 6 OF 11 oz° MD-5520.0 i B Short Side On) O W + + + + + + + + + + :t + + � � 0 °f P. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 o w 3 # + + 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + m -i 5 0 0 0 0 0 0 0 0 0 0 0 0 m a v � D v Z 4 � + v cp N 0 0 0 �1 V 0 0 V �l �I 0 0 L 0 0 L L 0 0 O - 0 1O � � 1 Z V C V z J J V V J V V V A D + 0 0 J z 0 0 V 0 0 0 z0 0 Z ti t m v �1 r O O J O O O O ^I .4 O O O m Q .0 cZi o 0 0 0 0 0 0 A o � g o tt�ttt W 2 J V J . .. � Fe cl A o 0 0 0 0 0 z z z to N po 0 O O O O O Z+ Z, z Zn O O O O J Ei SO > z z n _ T, b Short Side (in) 3 gf + + + + + + + ti J+ + J+^ + + J+J^^ + + + + + W W _ -rn9 -I D m d �Do O`i 1 1 �� Li d F5 ZS O `+ c 8 ADD O + + + + + t + + + g m tOn C C CDW v a p+� (7-+1 (+�1 O S C O O O O O O O O ryynl = i3 a ' m O m>O+ o r v > _ J z 20 �^ rp I7 O a O O O V 1�n rp A a? O 0 0 0 O O >n =_a El n a yDM p `-� zi a 6Ll y2 O P O 2 Z + + N S N 2 00 m� �'"}� mz �m O O r •DZi03 z F<2 O j= p D N N r m N p ^N� o o z rN� �• �N m I m m09 N y N F- O I Omy N° O I 1 Oo, pa m m zp N L oz o �mZ 21c: m0 m Nx ?2�m m�`v `"� I � c2�Nm Z-i zrm�+ zm mLn Z mo N 11 1/ Revision: N R 1070 TECHNOLOGY DRIVE .6 S. .- g .. N. VENICE, FL 34275 z a a ao g n Z.��: •'•• �yo (941)-480-1600 v Z ' O Dv l P f • •°� ® COPYRIGHT ®2017 PGT INDUSTRIES. INC.i. E y i G m ? CERT. OF AUTH. #29206 ALL RIGHTS RESERVED ti ap m �+VINYLFIXED WINDOWNOA(LM&SM) 0 9/9/14 N ...... •• ..•• ��^� ` d DESIGN PRESSURE TABLES B om J ROSOWSKI m 'R/ I I11 1111YYY N PW-5520 y NTS I I 7 OF 11 EU MD-5520.0 c B p A Sh011 Side Qn) o A ID m N A N O J Qbl > N O b T A N 0 0 ONI A N= F +4+ +z+3 J J V V 0 V 0 J 0 J J 0 0 V 0 0 Vz+++z TTH:++� 0 0 0 0 o b .++ .++ t—+++ 0 0 0 0 0 0 0 0 0 z+:t- 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + + . . . W J V V ^1 �1 J V V J =1 N V V V J �1 v V J N + + + + -+ + + + + + + + + + ` + = V V 0 V V` 0 0 0 V 0 V �1 0 0 v 0 V �I 0 0 V J 0 0 �l 0 z r 0 0 J 0 V 0 b D O !D N Z++z t+* t+ d: +z Z+ Z+ 4 d: Z++ J m •O V J 0 0 �l 0 �l 0 V V 0 0 V 0 �1 V 0 0 J V 0 0 Z 0 N V 0 0 V 0 �I 0 O = N C A D+ J M V V J J J J 0 J 0 J J 0 0 V �I O 6 O o 0 0 0 0 0 0 0 0 0 N ul .i t Z+ t z Z+ t Z+ Z+ Z+ Z+ Z+ z z Oa j 9 c J 0 V 0 J V. 0 0 0 J J 0 0 01 V 0 0 0 0 V J 0 0 J 0 �1 0 O v C P„ = O 1y n G z a p m N r r O v O v V O O V O O v O J J O O �1 O •J O OI O � D a ZJ=n Z N ; �1 0 J 0 V V 0 o V V 0 0 J 0 V J 0 0 J 0 0 )P A N ti t t t t 9 z o pp 0 J 0 J �I 0 0 V J 0 0 V 0 J J 0 0 J 0 J 0 b N a' D 2 Z+ Z+ Z+ Z+ Z Z+ Z S m o 0 0 0 0 0 0 0 ,706 _0 zz O i. m in V V 0 0 0 N J 0 0 N 0 �l 0 � CAA ' Shod Side Qn) m � 0 I I� O N A N�O1 O mL N> N 0 0V OVN) AJo NV �N + > *O b y� mA byN O J O z zk. OO V O T-th O 0 i 0 * + + + + + + ` + + + + + + + + + + m �r r v 0 V 0 J V 0 0 �1 0 0 0 J �1 0 0 N 0 V 0 a 0 0 J 0 0 0 �1 0 0 1 I + + + + + + + + + + + + + + W Iz J m o 0 0 0 0 0 0 0 0 0 00 0 0 0" 01 D g 1* * * + + + + + + 3 + + + + + + v f V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 b D m R. Ol � N N bl J O J V 0 0 J 0 0 0 0 0 0 J 0 J V 0 0 J J 0 0 m N (3) C I dl * Z �1 `I mm D m k & P° r o v J o 0 N J 0 0 J 0 0 r 0 r 0 0 v 0 0 O 6 N N g o � y y b y V V m ca ca y° [n p J V O O V O J O J O V J O O O o N C O J N m L Z m z o m 0 u .u�i m m o 0 0 0 0 0 0 0 o m O m D Y b OI = a = �nn S fzl RJ fl � N N b 0] b yA S 0 0 0 0 0 0 N +y G m a a b A + + * or Z �� '� IG b (T O O O O O m O or`o Izi 1�0 5n B0� o n' b� (�if � J �l �1 J J b N �A J �1 J V 0 0 0 0 0 Ii� N 0 �iI i1.� N00 2 y 1 m;u I I mA �O�ln 0m Ds�o O O �OM a 0 r�v_' to 0 { / 0 m m N N rpm N I � N m0 I I mz I "411, `\\Dlad 1 .* .7j7,� Re.i.;— 1070 TECHNOLOGY DRIVE ^D S o N. VENICE, FL 34275 I o o N y g (941)-480-1600 m i N C1 •: "� J COPYRIGHT ®2017 PGT INDUSTRIES, INC. O C 6 G k D : A m ,-.4 � m ; r CERT. OF AUTH. #29296 ALL RIGHTS RESERVED m ^ ' �+ "Za— DESIGN"�" 1 VINYL FIXED WINDOW NOA (LMBSMj o 9/9/14 w A PRESSURE TABLES C e J ROSOWSKInn 1````�� PW-5520 NTS 80F11z° MD-5520.0, B 11 Window Design Pressure, (+/- psfl we this r for Glass Tree: 14 3/16" A Cap -Airspace - 7/16" A/A with SG Window Long Side On) Dimensions 69.649 71 73 1 75 78 80 85 86 89 92 96 99 32 +801410 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801.110 +801-110 +801-110 +BO/-110 +801-110 +801-110 34 +80/-110 +80/410 +801-110 +801-110 +80/-110 +80/-110 +Sof-110 +80/410 +80J-110 +801-109.4 +80/-108.3 +80/-107.6 36 +80/-110 +80/410 +801-110 +80/410 +801-109.5 +BO%108.6 +801-106.8 +801-106.5 +80/-105.5 +801-104.7 +801-103.6 +801-102.9 38 +801-109.7 +801-108.9 +801-107.8 +801-106.8 +801-105.6 +80/-104.6 +801-102.7 +80/-102A +80/-101.4 +801-100.5 +80/-99.4 +801-98.7 40 +801-106.3 +80/-105,5 +801-104.4 +801-103.3 +80/-101.9 +801.101 +80/-99.1 +80/-9B,7 +801-97.7 +80/-96.8 +801-95.7 +801-95 42 +801-103.3 +SW-102.5 +801-101.3 +80/-1002 +80/-9&8 +80/-97.9 +80/-95.8 +801-95.5 +80/-94.5 +801-93.5 +501-92.4 +601-90.7 44 +801-100.7 +801-99.8 +80/-98.6 +801-97.5 +80/-96 +801-95 +801-929 +80/426 +80/-91.5 +80/-90.4 +80/-87.1 +801-84.7 46 +80/-98.4 +801-97.5 +80/-96.2 +80195 +601-93.4 +801925 +801-90.3 +80/-89.9 +801.88.1 +80/-W.5 +80/-83.1 +801-81.6 48 +801-96.3 +B0/-9&4 +801-94.1 +80/-929 +801.91.2 +80/-90.2 +801-88 +80/-87.6 +801.84.6 +80/-82.6 +801-&1.2 +/-78.6 v 50 +801-94.8 +801-9&6 +80/-922 +601-90.9 +801.89.2 +801-88.2 +SO/-85.4 +801-84.6 +80/•82.4 +BO/-W.2 +/-77.6 N Ta 52 +801-93 +8W-92 +SW-90.5 +801-89.2 +80/-87,4 +801.86.4 +801-83.3 +801-82.6 +801.80.2 +/-78 y 54 +80/-91.7 +80/A0.6 +80/-89.1 +80/-87.7 +80/-85.8 +801-84.7 +80/-81.3 +80/-80.4 +/-78.1 56 +801-90.5 +60F89.4 +801-87.8 +801.8&4 +80/-84.4 +80/-83.2 +/-79.3 +/-7&5 57 +80/-90 +W-88.8 +80/-87.2 +801-B5.B +801-8&4 +801-82 +/-78.4 60 +601-87.2 +80/-86 +80/-84 +60/-825 +801-80.1 +/-78.6 62 +60/-84.6 +80/•83.8 +80/-821 +S01-80.4 +/-78 MOUGHT SPACING PERIF SHEETS 3 THROUGHTHE FRAME PERSHEEf53&4 LANCHORING MAX.O.G INTEGRPACINGAL THROUGHTHE INTEGRALFIN PERSHEET4 64 +- 29 +80/-82 +80/-80.1 +/-78.4 APPLIES TO Br COf _ORDANORS- (SEETABLE2) - --.--- - - - - NOTAPPUCABLE 66 +80/-81,1 _+_80/-80.1 _ +_1-78.3_ +/-79.3 +/-78.4 �,2• 69.649 +l-77.7 - TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT SIDE J SHORT -'I SIDE -r-- �- LONG SIDE -- i I R SHORT LONG SIDE SIDE 'GLASS TYPES 14THROUGH 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 0 FIN FRAMES. Window Design Pressure, (+/- psf) UseBus table for Glass Types 15 3116" T Cap - Airspace - 7/16" A/A with SG Window Long Side (in) Dimensions 77.76 79 81 1 63 86 87 91 94 96 99 1 104 107 111 36 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/•110 +80/-110 +801-110 +80/-110 +80f-110 +801.110 +80/-110 +80!•110 40 +801-110 +801-110 +BO/-110 +801-110 +801.110 +801-109.9 +801-108.5 +80/-107.5 +80/-108.9 +80/-106.1 +110/-104.8 +801-104.1 +801-103.3 42 +80/-110 +80'-109.8 +801-108.8 +80/-107.9 +80/-106.7 +801-106.3 +801-104.8 +80/-103.8 +801-10&2 +80/-100.8 +80/-97.7 +801-96.4 +801-94.8 44 +801-107.3 +801-108.7 +BW-105.7 +80/-104.7 +80/-103.4 +80/403 +80/-101.4 +813/-98.6 +801-%.7 +801941 +80/-91.4 +601-90.3 +801-89.2 48 +801-102 +BO'-101.3 +801-100.3 +80/-99.2 +BW-07.3 +801-95.2 +801-925 +BD/-90.4 +801.89.2 +80/•87.3 +80/-84.4 +80/-827 +BW80.5 60 +80/-99.8 +80/99A +80/-98 +80/-96.9 +80193.9 +801-93.1 +801-89.9 +BD/-87.7 +80/41112 +801.843 +801.81.1 +/ 79.3 +/-77 51 +8D/-98.8 +801.98 +801.96.9 +80/-95.B +801928 +801-92 +B01-88.7 +801.86.4 +80/95 +80/-028 +/-79.6 +/ 77.7 +/-75.3 64 +80/96.1 +BW95.3 +801.94 +80/-921 +BW.89.4 +801-88.6 +801-85.1 +80/-B27 +6W-81.1 +/-78.9 +1.75.3 +/ 7&2 +/-70.8 c 56 +80/94 +60193.2 +801-91.6 +80f-90.1 +801$7.2 +801-85.3 +W-82B +80/-60.2 +/78.6 +/-76.3 +/-726 +/ 70.5 v 58 +801-91.4 +80190.6 +801-89 +8D1.87.5 +80/-5.1 +80/-84.2 +801-60.6 +/-78 +/ 78.3 +1-73.6 +/-70.2 0 61 +80/-87.8 +80/-87 +BDI.85.3 +8(/-83.6 +801-81.2 +801-80.6 +/-77.3 +/-74.6 +/ 72B +/-70.4 = 63 +801-85.5 +801-84.8 +BW-828 +80/-81.1 +/-78.8 +1-78 +/-74.8 +/-723 +/70.8 64 +80/-84.4 +80/-83.5 +801.81.7 +/-80 +1.77.5 +/-76.6 +/-73.5 +/-71.2 66 +0D1922 +801.81.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +1-71 68 +/•80 +/-79.1 +177.2 +/-75.4 +/-727 +/-71.9 70 +/78 +/-71.1 +/-75 +/-7&2 +1-70.5 MOUGHTAX THE PACING PERIF SHEETS 3 THROUGH THE FRAME PER SHEETS MA%.HTHEINC. QNGIFANCHORING THROUGH THEINTEGRALFIN PER SHEET4 72 +/-76 +/-75 +1-73 +/-71.1 APPLIES TO B, C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABLE 74 +1-74.1 +/-73 +1-71 78 +/-722 +/71.1 y3.2• 77.76 +170.5 SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2). FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. NO CHANGES THIS SHEET. z" � Y m w_ W . ala0 CD 0 N 2 w N O ce) 0. -, 0JO a0 LL 2 n re umaO O z = o c� U U_ ®� `JMQ c,n m o z _3 L' ¢ F o0i i'n O W Iaayg z 'a w 0:aII's u O X O- Z O N J (9 to 0 Z 55 W > ❑ 1 CL 1AYI�'NN �/��'�. 0•.........• .y, '. v. * : No. 58705 .(,1(� E F (V . G '/L/S,',ONAL 00' 1 A. LYNN MILLER, P.E P.E.# 58705 TABLE 12: Window Design Pressure, (+l- psf use IAk taNe for Gtass 18 1/8" TCep -Airspace - 7/16" WH With SG Type: Window Long Side On) Dimensions 60.926 64 66 68 1 70 1 74 T7 80 64 87 92 97 99 32 +80h110 +801-110 +801-110 +801.110 +801-110 +B0/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +a0/-110 +B01-110 34 +801-110 +801-110 +801-110 +801.110 +80/-110 +80/-110 +601.110 +80'-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 36 +80/-110 +80/-110 +80/-110 +801-110 +801.110 +801.110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 4801410 38 +80/-110 +801-110 +60/-110 +80/-110 +80/410 +801.110 +80/-110 +eat-110 +80/-110 +801-110-+90/-110 +ao/-l10 40 +801-110 +801-110 +e0/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +80/-110 +80/-110 42 +80/-110 +901-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80%110 +80/-110 m 44 +801.110 +80/-110 +801-110 +80/410 +80/-110 +80/-110 +Sol-110 +80/•110 4801.110 D u—, 46 +e0i-110 +80/•110 +e0/•1110 +80/-110 +e01•110 +801-110 +e0/410 +aa-tto 0 48 +a0/-110 +aol•1to +801-110 +80/-010 +801-110 +801-110 +e01-110 rn 50 +80/-110 +80/-110 +801--110 +801-110 +801-110 +801-110 S2 +80/-110 +80/-110 +801-110 +80/410 +801-110 MAX. O.C. SPACING IF ANCHORING mAxo.C. SPACING IF ANCHORING 54 +80/-110 +801-110 +801-110 +801-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 56 +60/-170 +80/-170 +80/-110 APPLIES TO B, C OR D ANCHORS 58 +80/-110 +801-110 (SEE TABlE 2) NOT APPLICABLE u s° 60.926 +801-110 TABLE 13: Window Dimensions 36 40 42 44 48 50 51 54 c i co m 72 74 +801410 76 +801410 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE SHORT SIDE J SHORT L '-I SIDE �-- LONG SIDE �i I T SHORT LONG SIDE SIDE GLASS TYPES 14 THROUGH I 17 MAY NOT BE USED WITH _ I SHORT J-CHANNEL OR INTEGRAL _ _ -�_l —_SIDE-- — -- — ---- -- - - - - -- -- - — - - --- •-FIN FRAMES. - WlndowDeslgn Pressure, (+!-psf) use the Mble for Olean 17 3116" TCap -Airspace -7116" H/H with SG Type: Long Side (in) 7736 79 81 83 a6 87 91 94 96 99 104 107 111 118 120 125 136 144 +801-110 +80/-110 +e0/410 +801-110 +801-110 +80/410 +e0/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +4101-110 +e0/-110 +801-110 +e0%110 +801-110 +80'-110 +801-110 +801-110 +80/410 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +80%110 +801-110 +801-110 +801-110 +80/A 10 +80/410 +801-110 +801.110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/410 +801.110 +801-110 +80/-110 +80%110 +801-110 +60/-110 +801-110 +801-110 +80/-110 +80/410 +801.110 +80/.110 +80/-110 +801-110 +801.110 +801-110 +80/-110 +ea-llo +somlo +80/-110 +aomio +eo/-110 +eomio +80/410 +801-110 +80/410 +801-110 +801-110 +801-110 +801.110 +80/410 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +801-110 480/-110 +BW-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80%110 +801-110 +801-110 +80/-110 +801-110 +801.110 +80/410 +80/-110 +801-110 +801-110 +801-110 +801-110+801-110 +80t-110 +901-110 +801-110 +aoallo +e01-110 +ear-110 +6o1-110 +8omlo +eo/-110 +ao/-t10 T +eo/-110 +801-110 1 +eo1-110 +80/-11 D +801-110 +80/410 +801-110 +801-110 +e0/-110 +801-110 +80/-110 +807110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/410 +801-110 +e0/-110 +801-110 +801-110 +801-110 +80a110 +80/410 +801-110 +801-110 +801-110 +80/410 +801-110 +801-110 1 +801-110 +80/-110 +80/-110 4MI-110 +801-110 1 +801.110 +801-110 +80/-110 +80/410 +80/-110 +80/410 +80/-110 +801-110 +001-110 +80/-110 +8 0/-110 +801-110 +8N-110 +801-110 +901-110 +601-110 +801-110 +e01-110 MAX. O.C. SPACING IFANCHORING MAX. O.C.SPAONG IFANCHORING THROUGHTHEFRAMEPERSHEETS3&4 THROUGHTHEINTEGRALFINPERSHEET4 APPLIESTO B, CORD ANCHORS (SEE TABLE 2) NOT APPLICABLE 9° NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S) ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. PRODUCTREVISED a rnmplyia2 with the Florida B.ildieB Code A=ptan-No i -0. 1 Expiration Date NO CHANGES THIS SHEET. a` 00 W = r Y y > ,aa -t9— - r - 1.� a1W U, N O uu� 2 w N ,O � = LL w w0 cW o� Lu W I— ¢ .6 -"N LU Obi a 2 JMO W c) ' Q 0 -1 !L O Z m p HQ- O LL1 1aa45 ® Z co Z W� a1OOs o X LL D- Z O N V Z W j 0. %%%%%I1111 /l! �CNY L..... ,,��� :.•'� LICENSE •., ��� i * ; No. 58705 o ITA 7 �0NAL IEN A. LYNN MILLER, P.E. P.E.058705 FRAME ASSEMBLY DETI ---�{ 1.376" W .060° ANCHOR COVER I 301° 07;6� 3.500° yilf— .082' 1.483' uuL-i .625' 0 T 1.375 i' O J-CHANNEL FRAME f L uuuL .625" OFLANGE FRAME 1.375'�I O INTEGRAL FIN FRAME SILICONE HOT-MELTBUTYL REINFORCEMENT POLYISO- STRUCTURAL BUTYLENE SILICONE SEAL STRUCTURAL 1!4" NOM. FU3116"NOM. 5l16 NOM.POLYISOBUTYLEN BUM & ROLL-FORMEDWfiH DESICCANT DESICCDESKOAM STAINLESS STEEL O1"BEADEXT.GLASS EXT.GLASEXT.GLASS EXT. GLASS MITERED CORNERS WITH INTERIOR AND EXTERIOR WELDS EXTERIOR !1 Part # Description Material 80 Kommeding 4SG TPS Spacer System 61 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 82 Quanex Duraseal Spacer Materials 83 Cardinal )L Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 3.500' ---��— .062' 1.483' O OEQUAL LEGIBOX FRAME DESICCANT FILL AREA —5N6" NOM. SILICONE SEAL INT. GLASS INT. GLASS INT. GLASS INT. GLASS Ba aKODISPACE SUPER ODURASEAL@ 92 OXL EDGETM 4SG TPS SPACERDNXTTm TARI F 1A- SPACER SPACER # Part# Description Material 1 620117 J-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor CoNer PVC 6 7 720136 720135 718" Glazing Bead 1" Glazing Bead PVC 74 1 18ackbedding, GE 7700 0 78 1 71646N jSettlng Block (7/8" x 1" x NOTES: 1) SOME PARTS NOT SHOWN FOR CLARrIY. 2) J-CHANNEL FRAME SHOWN. PART #1. OTHER FRAME TYPES APPLY. 3) ITEMS # 8-73. 75.77 & 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDER CODE. . •0LODUCT REVISED as. mP11in8withthe Fktka Building O& I" i. i_ to PVC r Dow 791 Silicone -_ - 1!8"), 85 5 duro. EPDM i 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 _ * No.5B705 ® CERT. OF At #29298 COPYRIGHT02017 PGTINDUSTRIES, INC. ALL RIGHTS RESERVED A 1, VINYL FIXED WINDOW NOA (LM&SM) c 9/9/14 C) . ST TE dF %t�`s'%F<ORIDP.•�G�=� BOM &ASSEMBLY am J ROSOWSKI IONALIEI�``� PW-5520 NTS 11 OF 11 0? MD-5520.0 B A. LYNN MILLER, P.E. P.E.958705