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HomeMy WebLinkAboutNOAow MIAMI•DADE MIAMI-DADE COUNTY mmmmw PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-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., 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 Y11/126//7 FILE COPY Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MD-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, Durasea? spacer system, Super Spacer® NXTrMt 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 Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 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 Idahnis 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 by 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 5th Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (SubmittedunderNOA No.15- 9.05 / Manuel ex P.E. (/J Product Contro x finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (cohmNuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coN-riNuED) 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 No. 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 No. 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 09115116, 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 conformance, complying with FBC 51h Edition (2014) and FBC 6th 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. 15-0519.05) 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) � Y71 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 iring on 07/30/20. Man er P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 gigs alit Hip i•r of �z Ix 'lo a �z I 14 al Sly py RYA ie'e'o� ^^��JII ip$pPngH ��� G•�E2 <f Sm�c£1 �> ��"mil � _OT E a~ 9 a R 21€ e 5ig �m � .R 9 yy3 ppayey m—JULTA �I'�" 1 gy s Mills H Aus.SIIi y51 1 � ix 101 ' o`s figA. $ €� o1 fl OF yy 5s $ n EE 3� Hall 'mill $, -_ ix to sC�a�� M T 5 p O N i :g DOy m.�� F1 .� ti ag s� 0 o °f �p �a 1 IP g j N >l0 i 2 , MO G9 &&e 0 O F. a'vr irvne Fvenb Tyfev OpFmF LmdpE SNpvv In011pbpn OpFW anlmeYM�ae Ir]RO BI M.T.W. 1) MO Ry PI (re FID L) ...Ab A Wrttl Fmm/&rbNp-vlvd 1 gVCI t Fyp (� 0-18 EWMNe. QM/PMw B ['dly 6WmdRcI.. NCIFTpB Ra4u-Tap TBnA5P0n Fade dweNM�u.�..._wmW ._Dro fnstN'ON-FIM ]. 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AGAASS 1N•T GU56 aFZhPYJi a eEl GLASS TYPE 13 GLASS TYPE 14 T/18'N_A SG t/e'NR SPACE 3M8'TGLASS 3 f GLASS TYPE 16 G DETAILS J RD59WsrcI HUNG WMDOW INSTALLATION -LM 05115/15 4ofo ' W �' i500 MS 50F 13 MD-SHS500-01 6 eoA 6EEi.LL4P D. SMFCTDFpq AWIORCi1WPeM WAXTnv SECnON DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENTS GLASS TYPES 5, S. 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WIg X2 FVC ♦1 Y0n PPR FN 6M5 (Cm FMaBYam 6elep 66 B.5 ]G6PN Te1¢bO6phg se A2 6' Bafa¢a 81816GB Snm16w Fblpae N sp9 BeNrcs slm NyM B] 61 11a .1N'scrtenspoleIWc fUAe]l vhyl IMIIWII.PAzlwxinla-Prt FH 6LL41saL91 BaaMlfiem) I 41036 1 Part/ m.dp9g0 MaMrf•I 76 Kpmmmmg 46Q 1P86pacef6yatem �] Quarax Supef SpacerpM W311 Hm Mell Butyl 6ae NI9 6MM tr 78 amrex Deaeeai Spasm I. MaeaM T9 IS. Etlpa Spxm NDle. Na sm, .sS KODISPACE SUPER �4SG TPS �SPACER©NXT"' R mReN PFwFo6cweHr Pa9ao- oFP3cuXTFUABFA 9Y)YLENE Sry6 XOY L18'NM. 6FAL BUIYLB SEICgIESFAL p�w.WQ 0.g1fG0.MED Fpya 6TARYE55 Elc]. GLt55 EM. G1A55 w1.G1A99 IM.GI/Ss DURASEALO XL EDGE'" SPACER SPACER ROSOWSKI ISINGLE HUNG WINDOW INSTALLATION -LM 105/16/151 12 OF 13 FRAME ASSEMBLY DETAILS 1)SdE PM119PIpN5 HOl9WlMONDMN'IHO WRQMT'. TAOl41HFLFMMESMONN.PM15e1 es.amsn PPivaE,rws XPPLr. .IwnNEllffatcEMExIttPEv. s2 onwaox&rtE)sesr. IUSEFIfXE0.645MTOP LIX:ROP 60SNUOfIW LCfJfS OP,.6VhFPLW. ovr.wuwwiE PX vnmurzx s+ NSASIM DETAILS pt�Eaai iNY�LYNN,� n m eoms r w WINDOW INSTALLATION -LM NTS 130E 73 1 Ye LNS MDN: M1AMI•DADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww v.miamidade.eovleconumy PGT Industries, Inc. SCANNED 1070 Technology Drive BY North Venice, FL34275 St. Lucie County SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 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. NDSSILE 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 MIAMFDAD$ COUNTY Expiration Date: July 30, 2020 Y11/20//7 Approval Date: November 30,2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted underprevions NOA No. 15-0519.05) 2. Drawing No. MD-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, Durasealo spacer system, Super Spacer® NXTT"I spacer system and XL Edgc7''' 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 Idahnis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-9.4 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 a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11115114, signed and sealed by Idalmis 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 by 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 51" 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. 5- 9.05 Manuel erez P.E. Product Contro x liner NOA No.17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTmEn) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNrrmuED) 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 No. 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 No. 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 conformance, complying with FBC 51 Edition (2014) and FBC 6th 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.15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Cbanda, P.E. (Submitted underprevious NOA No. 16-0714.03) 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 expiring on 07/30/20. Mani ere ,P.E. Product on rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 L ANCHORAGE MUSUEFOR \ 2&W MAIL O.C. HEADER (SM. 12•MAX. FROM FORM. _�� FRAME SEAM WINCOWTYPES) // B,SEE­_-I�30-M O.C. 12'N GNEET3 1� T EWALLY SPACED ANCHORSFFA TABLES pl1 Q X EDUAULY SPACED ANCHORS PER TABLES&11 52• MAIL BUCK WOTH EQUALLY SPACED ANGIDRSPER TABLE5911 MAX 4 --LT -L O.C. BUCK HEIGHT X 4 //[. 11�MAX. O.C. EQUALLY / / SPACER / ANCHORSPER Al TABLES&11 54• MAX BUCK WIDTH ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINI 1) THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE 2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIINOBORNE DEBRIS I 3) FOR MASONRY APPLICATIONS IN MIAMI-OADE COUNTY. USE ONLY MV ASTM CSD CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI F 2) ALL WOOD BUCKS LESS THAN J.IW THICK ARE TO BE CONSIDERED 1 DEPICTED AS 2X ARE 1.1¢ THICK OR GREATER 1 X AND 2X BUCKS(WI AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR)C 6) ANCHOR EMBEDMENT TO BASE MATERIAL $HALL Be BEYOND WALL D SHOULD BE SEALED. OVERALL SENUNG/ HING STRATEGY FOR WA 6)114•M SHIMS ARE REQUIRED AT EACHANCHORLOCATIONYMERE )) DESIGN PRESSURES: ' A. NFGATW DESIGN LOADS BASED ON STRUCTURAL 8 CYCLE TESTINI C. DESIGN FIXED vis LIGHT HEIGHT LIGHT HEIGHT 12' MAX. 12' MAX ,(f jll B, SEE SHUT —� ASEE N.C. SNEET3f_. EQUALLY 91.'S. SPACED MAX. ANCHORS PER Q BUCK TABLES 3-11 — - HEIGHT — 10•MAX.O.C. f �1�MAX. O.C. EOUALLY J SPACE) ANCHORSPEfl 1 ABLES FH A �~ ANCHORAGE FOR ARCH -TO HERO-'-F / �INDOW TYF 1TMAX. FROM FRAME SEAM DESIGN PRESSURERATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL. 6EE SHEET56) LARGE&SMALLMISSILE IMPACTRESISTANT s21/8' MA%. BUCK WIDTH SEE SHUTS r 1.11C O. SEE _ .j�� r B89 j1 SHEET< - �2' Q 8MAX. 1o•MA%.o.c. BUCK 1 J_ HEIGHT �• I3 CMAX.O.C. _ SEE -` SHEETS lA 889 B-Im MAX / BUCK HEIGHT ASSHOWT 4 (et)a• I MAX) SASH VISIBLE —�1 1 NOTCH OETAM1S, I� 50'MAX.BUCKWIDTH +I \-NOTCHOETAIS. �NOTCHDETA LIGHTWIDTH SHFET3 SHEET3 SHEETd ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL+IN 75• HEIGHT SEE TABLES LI I (SIMILAR ANCHOR DIMENSIONS FOR OTHERCONFIGURATON51 iUNG WINDOW BREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (PAIZ). NS. FOR INSULATED GLASS INSTALLATIONS ABOVE 3D IN THE HN THE OUTBOARD LITE (CAP) MUSTTEMPERED. DE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, SUFFICIENTLENGTHTO INSMANCHORS GENERAL NOTES.............................. ............... .. 1 ELEVATIONS................... _........ _.__-_.-..-....... 1 FRAME, GLASS 5 ANCHOR OPTIONS............... 2 INSTALLATION, FLANGE 8 EQUAL LECMOK_.. 3 INSTALLATION, INTEGRAL FIN &!CHANNEL- A GI A VNG DETAILS ................................................ 5 DESIGN PRESSURES ......... ......... ........._...... 67 ANCHOR QUANTITIES.................. -_............ .._ 8-10 EXTRUSION PROFILES.._ ................................. 11 <GGMPI Y A PARTS LIST ___ __.. .12.13 PERASTM E1300. p • lull rwnlQAnmwlnu u Ireul.om^••;vl •414 FWRIDA BUILDING CODE (FBC), 6TH EDITION TO THE REQUIRED DESIGN PRESSURE. THE 33-lnb STRESS INCREASE HAS NOT BEEN •MW E130048 I OFANCHORSINTOY=D. ANCHORS THAT COME INTO CONTACTWGH OTHER •ANSVAFBPA NDS-nI5 FORWOOD CONSTRUCTION IRESISTANCE. •ALUMINUM DESIGN MANUAL MW2015 PRODUCTREW$ED ® plpgwLh ORPtudP WING CODE AND TO BE RENEWED BYTHE AUTHORITY HAVING JURISDICTION. •AISI S10612 BUMua Codc IEGATORNOA BNERGI WINDOW AND COOR PROFLES, LTDNHITEB BRON=&IGHTER •A(SC3WI0 AO.O nm TION.ANSVAF&PANDSBALUMINUM AL 0'O IYN, R By ��NY �`'''•. 'VCENSE UPDATEDTO FBC 2017. - JR - 06106117 e P>!/u7n• Mwi�"!, i) OMRMINE THE SITE SPECIFIC WNDOW OPENINGSS DESIGN PRESSURE REQUIREMENT FROM ASCE ). NO Same •• DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 20R3A000RMNG I. INSTALLATION CONDITIWS.*�• *' ® 3)KNOVANGYOURGLAONGOPTION(TABLE I).WWOOWCONFIGURATION AND SIZE, DETERMINEYOURWINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW C: ''77QQ�� D•veHPUx• arvn of PRESSURE FROM TABLES Sa. IT MUST EQUAL OR EXCEED THE DESIGN �yI- Z: 6 I" iDTOTELHNOLOGYDRIVE GENERAL NOTES & ELEVATION J ROSOWSKI OPENING OBTNNED IN STEP I. d) DETERMINE THE ANCHOR QUANTITY FROM TABLES FII. VEWFYTHEANCNORISUBSTRATE WILLMEET REQUIREMENTS FOR FROM THIS SHEETSET ARE MET. .' )[/. %V•••. S TE (O- '�•'RORID�•:' �`` N.WNICE,F1.34M (9A1}A0D1a00 OW: DPL• YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FOR THRUFR E INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '�S ••"• _`G SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 5) INSTALL AS PER SHEETS YY S/�NAL1 R` . PST NOTE:DESIGN PRESSURE RATING DETERMINATION ISTHE SAME PROCESS FORALL FRAMSTYPES(,CHANNELFLAIIGE. ALyN. I.IIilER`Ps. AF�eo s.n../NW=G• SH-5500 sw¢ NTS sn.e: 1 OF 13 Drv.+Iw Na MD-SH5500-01 Rac B INVEGRALFINOREOUALLEGIBOn RE.F5a105 CERT.OFAUTN. P392Ba Glatt Tops Deacentlon (Listed mom Exterior fo Intedor) Design Pressure, Tsets F Sheet/ 5 71W Laminsted l.G.:1/B'AEafador Cap +My Air Since +&IT Laminated; (2) Utee of 11V A Glatt Wth.0117 PVB htedayer 4,5 6 B 71W Larnimatacl LG--UX TExteMr (Cep +7/18' At, Spam+ 51IS' Lz b lad:(2) Was of VW A Goes WIh.097 PVB Marayer 4,6 6 7 7/8' Uominal d LG: LIB' A Exteror Up+&W Nr Space+ SMV I.aMnated; R1 Utes of 11W A Glass WN.090- WB huedayor 4,6 6 B 716'Laminated l.O.:We TExt4der C,-&B'Air Space+WIW Lardnstd;(2)Liss o/ illy A Gees WM.09I7 PVB Medeyer 4,6 6 9 TW wmhated I.D : 11W A Exteder Cep+7115' Air Space+ &16- Lnminmsd; (2) Lifes of UW H Glatt vnlh .0w SG kdedayer 7 7 10 NS'LaMne dI.Ot 11B'TEatedor Cap +My Air Spam+&18'wmimteq(2) Was of Ur H Gass Win .09P SG htsdaYar 7 7 11 71T LaminetedlIS-- WI'AEaster Cap +&8'A' Soon- -5116'LeMwtad;(2) Utes of IW H Gina WIh.(W SG Nledayer 7 7 12 71W Laminated l.G.:WHY TEatador Cap 4Wr Air Space +&10-Lantinstd;(2)Ulas of l/B' IN Mae 4ih.o9R SG Wedayor 7 7 13 71WUntanned l.0.: IIT A Extedor Can +5/1E Air Spsn+ 711T Laminslad; R) ❑tee of W16' A Gaea WM,09m SGlmedayer 8 7 14 T/0'Leminoled l.0.:11TTEatador Can+&18'All$pan..7115'Mmimlad:(2)Lit.. of Wl6' AGleso Wlh.00V SG hledayer S 7 15 HB'LoMneNd I.G.:&18'AExledor Cap +MP AV Spac$+My LAmineld;(2) Ulat ol3/16' A Gins Wth.W SG lmedayar 7 1& 718'wminl 4l.G.:WIW TEateMr Cap+1/4'Alr Space+7116-Laminatd;(2)Utes cfWIW A Gass WN.I191Y SG Madeyer 7 7 GLASS TYPES 5, ' 7, 9,11.13 If MAY NOT BE USEDW THE HVHZABOVE 30. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE VNGROUfEO CMU'VAUUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Clan Forme Frame Types Oadons ConfiOs Shape$ Installation Options Ml may be used (see Fig B) (s n Table 1) (na SU A) (an Fla C) ....Into D( Wood FremeM..ksMp-sheet 3, option 1 mon9e (#2) 5-18 Eaue % OdeVPW. &CoOaae BM pusRacl., AmMTop& Radw-Top tlm ThMoI 6eme mthe Wndow.—..,,-.Nmu0h .... Into CorwmlelGUU - Sheet 3, View IX Bucksldp Into Cmcnte'CMU-ehmt 3. Lgim3 ....inro Male] -$heat J, option 4 ....Into 2X Wood Frame/Buckaldp-sheet 3, option 1 B.I EWol-Leff (44) 5.16 Eeuelas, OdoVPmNew & Cottage SqueMRect., Amh-Top& Radius -Top ThmWh Ne hm &U,.Wrel...... ..,,Into ConolstelCMU- attest 3, option .... NVauoh IX Buckstdp Into ConcmtdCMU-sheet 3, optlon3 ....Iota Moral -wheel 3, cplion d Jr(di) (ell) S-S Eeu none, OdeCProAae B Co, SAmh-TW If.. Redlo-Top Aes,..Tn Thlwph the rental In...... ....Into 2%Wcool Frames ucMidp - ahem 4, option ,,,.Into Mete" -ahem 4, mW7 Thmu9h Ne fralm dNe Wrdow..........inro InN 2%Woal FmlrlNBucMidP-shoal d, opllonB MaNI • chest 1, ondon S N )Fin 5-a Equellile, Odcl?rWx &oMe,,, 9plem/Rect, Amh-TopB Red --Top Thmu9h UM IM MI W...... ....Imo 2 Wood Fmmd .ksMp-ehcet 4, option 5 ....Imo Maiel-ehoetd, opOmT ThsoUeh Ne I. of Ne MW ..........Nro Into]XWoad FmnaIBVCMMP-allam d, Lplb10 Male!-aheM 4. optionB FIGURE A: FRAME CONFIGURATIONS m � n EOUALiOE ORIEL COTTAGE —.-{BUCKWDTH a i BUCKVADTHf--- to +IBUCKVADTHj-- T M neE ne 14TOP TABLE I Group ALl .L. PNI: V Ancbor SubstraM im Edge DiaMine". kiln. EmbMin. ' E 2-11T K .131' Cunmc , Nall P.T. SoUlllem Pine (SG=.55) &B' 24116' 2AIr Rir ;HVmrk RWIM Neil P.T. Sauttnm Pine (SG -.SS) Sir 2-7/16' F 910TrIaMeadSMS (eteei l8.8 9.5. 410ss.) P.T. SOUthem Pine (SG -.SS) 1Y2' uye- 'MIN, Alummurn BOOTS' &8• DOSO' Steel Stud, Gf. 33' &B' 0.0451- (18 Ga.) Steal, A38' 318' 0.050' 012SMS (steel,im 0S.S.S. ond105.S.) P.T. Southernre Fine RH6' 1.&8' THRE BEY01 Atanln ' BSt. 318. 0.063' Steel Stud, Gr. 33• t 3 &B' 0.050' META SU85' Steel. A35• &8' 0.050' WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS &10. O O 3LHANNEL INTEGRAL FIN O & O FLANGE BO%OR EOUALIED 'A' a ANNEALED 'M= HEAT STRENGTHENED T-TEMPERED PVB' a,090-TROSIFOL®PVB BY KLIRARAY AMERICA. INC. 'SGe .090-SENTRYGIASS INTERLAYERSYKURARAY AMERICA, INC. PRODUGTREViSED m asL+pildy WN Na FbMa B�ild'ma Code .� Am.Plmro Na l r/ Dee B rom oaaePioacl - * No. 58705 * _ LJ \ \ 1 LLJ prose Ili/OTEGINOLOOYDRNE GJA33/ANCHORS/FRAME OPTIONS J ROSOWSKI )F3 %p�'. noIT; yVJ11 N.VEMOEFL34276 pdc IDTHE i�VCs•:�LORIDP :' \_ (B/1}1001800 An. NG SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 RATE. :22j,1 i01NI1AL1 tEss`x�` R� axe/wee see�ro: slat t*oa4w w R« P. LYNN MILLER, P.E. SH-5500 NTS 20F 13 MD-SH5500-01 B PEd Se795 CERT.OFAU7H. $262BB Meteds mnL F Min Fe Steel S;= 92 kal 120 k.I I"Scmw 60 k.1 NMI 410Screw went 1low Eka ie-GanA 57 w! NMI Eko UllmCu® 410 SS Elco CleteFlex® 155 ksl 127.I1tal 177 MI 1Bill lost B T5 Ann vas, l6k.1 22 MI A35 Stnl 38 tat 6B eel Or. ]- Steel Sid 33 ksi OS kal ANCHORS RE -GROUPED. - JR - 06/06/17 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETEMMU. OPTION EDGE DISTANCE SEE NOTE 2. THIS SHEET. EMBEDMENT ANCHOREOTHROUGH FRAME INTOi%NOOD EMBEDMENT 116'MAX SHBA 16 IN•MNtSHIM �i I-- 7 FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. a EMBEDMENT 16 SASH MSIBLE 17 UGHTWDTH r EDGE •� I EDGE 1 DISTANCE FLANGE FRAME Ji_.11 DISTANCE _ SHOWN 44 BALANCE _.... + TYPE VARIES o �sfflM % 42 WITH SASH SHIM TYP. ANDHORTAND EMBEOMENTANO WEIOHi 50 30 2 EMBTYPEDMENT AND E. EDGE EMBEDMENT PNO EDGE DISTANCEPER Jt ODISTANCE PER SUBSTRATE, SUBSTRATE, 8 V SEETABLE2,SHEET2. SEE TABLE 2, SHEET 2. -•": jEXT�ERIOR BT FL\ED VISIBLE 4 FI%ED iB 20 OPT.SASMTOP FLANGE LIGHT WIDTH I EQUAL EGIROX NSIBIE LIFT RNI FRAME 2 BUCKWIDTH IFRAME LIGHT FANCHOR NDOWS: NOTE3: SHOWN FRAME NL T �I �� FORALLRN3.SSI)USEMLY HORIZONTAL SECTION A -A GHDWN FROM END MID AT SUBSTRATEAPPROP0.IATE t d9 21 CENTER ANCHORS LISTED ON TABLE 2, 22 OVERMFORKNDOWS WIDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUI ]2 ODEDGE DISTANCE UMITS.PNY 0 AQO DADDADORIONPl MAYBE VERTICAL OR HORRONTAL SEE SUBSTRATE PROPERTIES TPBLE 2 SHEET 2. SCREWS®1B - INSTALLATION OPTION SHOWN MAY 14 45 48 47 O FROM END. BE USED ON ANY SIDE OFTHE FORWINDOWSWTTH WINDOW. 1/4'MAX. e SHIM 9100RC125TEEL 1/4•MAX BOTTOM ,I BUCK 50 IB A00 ADOITwNA 2) MASONRY ANCHORS MAY BE SELF-0RILLING I SHIM HEIGHT SCREWS®&3'B• USED INTO WOODASPERTABLE2, SMS IDS), SEE I BS T FROM END. SHEETZALLW000BUCKSLESS TABLE2 30 1 THAN 1-trz'THICKARE TO SE SHEET2. SASH CONSIDERED 1X INSTALLATIONS. IX E ERIOR VISIBLE WOOD BULKS ARE OPRONALIF LIGHT UNITIS INSTALLED DIRECTLYTO HEIGHT SUBSTRATEWTXXIBUCKS r\ OR GREATER. TER. AS 0 ARE 1-1Q•TI11CK r� L USE EITHER ER.IX AN02XBUCNS Q OPT. BB 18 DE 65 LATCH OR (MEN USED) SHALL BE DESIGNED L1 64 BOTTOMLOCIC TOPROPERLYTRANSFERLOADSTO FLANGE EQUAL INTERIOR 11'81 31 30 TESTED UNIT THE STRUCTURE. Ww00 BUCK FRAME LEGMOX Y�Ep LOCATION:SS/0' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT ea FROM SASH END. RESPONSIBILRY OF THE ENGINEER a SHOWN EACH ENO. ORARCHNECT OF RECORD. EXTERIOR B 3) VISIBLE UGHTWIDTH OR HEIGHT INSTALLATION Il INSTALLATION (ALSO REFERRED TO AG DAYUGHi OPTION4 OPTION 67 OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHOREDTHROUGH EQUAL{EG'BO% yr1/4'MAX SHIM BEADING TO BEADING. FRAME WTO METAL FRAME INTO METAL FRAMESHOWN \I`11111 \.. '. RMtlx 27'X1.23' ' NO PNCMORG WEEPNOLE - - REQUIRED IN VISIBLE LIGHT FORMULAS W20VFR ® 38 - - FLANGE OR yT ; N.. 58705 2.BT'FROM EOUAL{EG WIDTH - EACHENO. - FRAME SILLS (§GASH: BUCK WIDTH-0-In, ® FIXED LITE: BUCK'MDTH-4M0' �AO,�'.. GT TE OF HEIGIRTEQUAL-LTTEI VERTICAL SECTION B-B BUCK HEIGHTM-3-IWIU' %r`S/ONAL.... C, 0. LYNN l P.E. ' P.EF mlo 59T0.5 TYP. ANCHOR AND EDGE DISTAN"PER EDGE SUBSTRATE, ' DISTANCE SEETABIE2, 1 SHEET 2. OeeuylWP 1070TECHNOLOGY DRIVE FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI N,VENwX2T0 M. Deb: �1N�lwB00 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 mrrwr4rtomlT rorwUellae.Ne. y,mTN,e,e Rmm: ,RwE wa.uN Nq Rh: SH-550O NTS 3 OF 13 MO-SH55O0-01 B cERr.aAUTH.rmin • I 1 ' I 1 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FLZAMES INSTALLATION OPTION 6 INSTALLATION OPTION ANCHORED THROUGH FRAME INTO U ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE IWO U WOOD FRAME OR I..• —EDGE DISTANCE i--EMBEDMENT NOTE2.THISSHEET. BUCKSTRIP. SEE NOTE 2. THIS SHE ANCHORED THROUGH WTEGRPLET. FIN INTO2X WOOD FRAME OR 1/4' MAX $HIM 1/4-MAXSHIM BUCK -STRIP. SEE NOTE 2. THIS EDGE DISTANCE 18 SHEET. TYR ANCMORTYPE, SASHVISIBLE 17 JCHANNEL EMBEDMENT AND EDGE L� 1B LIGIO WIDTHSEE r ❑ DISTANCEABLE 2, SHEET 2. SHOWN ($CREW SHOWN) O 46 BALANCE —n FMREDMENT L1/4-MAX SHIM F ` 42 WITH SASH o L� 1 TYP. ANCHOR TYPE, EDGE �DISTANCE 30 WEIGHT B4 EMBEDMENT 31 DISTANCE 3.SHEER SUBSTRATE. SEE TABLE 3. SHEET 2. EXTERIOR I (NAIL SHOWN) � ST ` o FIXEDNSIBLE 3 FIXED iB 30 OPT.SASHTOP y ,A Na 'I LIGHTWIDTH WSIBLE LIFT RAIL FRAME 1 LIGHT FORALLWINDOWS: NOTES: SHOWN HEIGHT BUCK WIDTH J- I ANCHOR AND A1) USE ONLY dB 43 21 FROM END AND AT UBSTRATEAPPROPRIATE HORIZONTAL SECTION C-C 22 FORWEINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36'WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4•MAX DARE APPROVED MULLION, PEG COMPLIANT ALUMINUMST 72 0 ADOADDMONAL AND EDGE DISTANCE LIMITS. ANY MAY BE VERKCAL OR HORIZONTAL SEE SUBSTRATE PROF i SCREWS®1&JIB' INSTALLATION OPTION SHOWN MAY SHIM 16 47 O FROM END. BE USED ON ANY SIDE OF THE FORWINDOWSWRH 'WINDOW. BUCK D BOTTOM LOCT(S: #10 OR 012 STEEL 1M: MAX. HEIGHT ED OI O 18 ADDADDITIONAI 2)MASONRYANCHORSMAYSE SELF -DRILLING SHIM SCREWS 0&W USED INTO WOOD AS PER TABLE 2. SMS(G5), SEE 3HEET.2.ALLWOCOUCKSLESS TABLES 2&3. ❑� S5 3D -� FROM ENO. THAN 1.12' THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTNIATIONS. EXTERIOR WSIBLE 1%WOOD 0UCK5 ME OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USEEITIER SUSSTRATE.WOODUCKS LATCH (SHOWN) DEPICTED AS 2XARE I.IR-THICK 86 1 16 OR BOTTOM OR GREATER IX AND U BUCI(S OPT. L— LOCK(SHEU 3). (WHEN65 TESTED UNR TO PROPERLY HALL BEDESIGNEDLOADS FIN Ml010R 83 TO PROPERLYTRANSFER LOADG SLANG 19.FMOVED INTERIOR 81 31 U LOOMSAS END TO THE STRUCNRE. WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTAUATON IS THE INFIELD NOTCHES AT &D I RESPONSIBILTTYOFTHEENGINEER INTEGRALFIN Lam= EACH BAD. NOANCHORS ORARCHITECTOFRECORD. FRAME SHOWN I TYRANCHORTYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCEPERSUBSTRATE. FRAME SEE TABLE 3, SHEET SHOWN (NAIL SHOWN) ORSTEELSTUD. REOUIRED IN FRAME EXTERIOR INSTALLATION SILLSIFANCHORING 3)VISIBIEUGHTWIDTHORHEIGHT 'INSTALLATION fluff THROUGHFRAME (ALSO REFERRED TO PS DAYLIGHT OPTION7 15 OPTIONS PRODUCTREVLSM 1l4•MA% OPENING)ISMEASUREDFROMI pNLHORED THRWGN ANCHORED THROUGH FRAMEINTO METAL MwmJhIA2M'ilAlb Fbida INTEGRALFIN ,�I BEADING TO BEADING. INTEGFIN IDuildivg Cade FRAME SHOWN E o SHIM 1111111111/J/ RAL INTO METAL (INTEGRAL FINIFLANGE REMOVED) Aeavp �% O5 RMab2 rtion Duo 2T X ICO WEEPMOLE •'��0••. GEHg •'�i!: BY WICOVER®2.81' T U E'.CTA ANieni vP�vducl 3B FROM EACH END. � I VISIBLE LIGHT FORMULAS * No, 58705 ' TYP.ANCHORTYPE. EMBEDMENT AND EDGE EDGE DISTANCE IWpTH -'D CL ® Owable& De^e^Dl DISTANCE ABUE 3, STRATE, ®SASH: BU LITE:BUCK -DTH-:. C GEE TABLE 3, GHEET 2. -.T EMBEDMENT ®FIXED E: BUCK WIDTH-43r&• � Q ., STATE �-(!/� 1070 TECHNOLOGY DRIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) (Y/ ` N. VENICE, FL34Zi5 HEIGHTMQUN-lITE) 'i lCSt '•:e./,ORIDP,.�'��`� 1 INN Oafm INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTR-3-15115 SINGLE HUNG WINDOW INSTALLATION - LM 05/15115 ANCHORED THROUGH INTEGRAL FIN /NIT NAL11115 ` oml INTO]X W000 FRAME IX4 BUCK• Srrw/SMHM5500ISM' IMBALYNNMILLEf,PE M'MD-SH. S7RIP.SEENOTE2.THISSHEET. pE.I 58705 CERT.OFAUTH.f2 w , �-{ 71W NON, 7I3'NOM. 'NOM. I 5/16' A/A PVB 5/16' AIA PVB 5/16' AIA PVB 5/76' 51W H/H SG 7116' AIR SPACE 7116' AIR SPACE 318' AIR SPACE 3/8' 7116' AIR SPACE il8' A GLASS 1/8' T GLASS 3116' A GLASS 311 1/8' A GLASS aEMERKIR aE RIGR aEMERIOR < E] ERICR Mn GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 5 -�•{ iR'NOM. 1�-' I I -�{ ]IB'NOM. {�- I ' ]IB'NOM. --�{ 71B'NON, I i/B'NOM. 6/16'H!H SG 5H6'H/H SG 5/16' 7116'AIA SG 7/16'A/A SG 7/16' AIR SPACE 31W AIR SPACE 31W 5/16' AIR SPACE 5/16' AIR SPACE 1I8' T GLASS 3/i6' A GLASS 311 118' A GLASS 1/8' T GLASS aE%}ERIOR <3 RIGR Gj EMER10R aEMERIOR T6n 6n r&n bn GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 TIB-NOM. 7/16'A/ASG 7/16'A�ASG tTC NOM.GLTSS GLASS TYPESBTHROVGH 1/4' AIR SPACE 1/4' AIR SPACE T&T9 BRE TYP. 118 MAYNOT BEUSEO 3/16'AGLPS$ 3/16°TG WITH JCHPNNER OSM R10R RIO aE%TE0.10ft � 74 N1 •INTEGRAL Fix F0.AME3 GLASS TYPES 5. 7, 9.11' 13 bn ]bn 31 1 A15MAYNOTBEUSEDIN iRBVLSFD EMERIOR 75 THE HVH2 ABOVEM. GLASS TYPE 15 GLASS TYPE 16 �R pt `ldm,C°"'Nt°° ' 9�Id'mB Cod[ 9• a UtI UIL4 no-<v�Lm li 3B 30 `�pNV YsN,�i� Rn'IWn: Dee .'' -M i Padocl / o # ; W 58705 •, ' %' ••. GLAZING NOTES: - =A 72 I�: 7Z •�� t=TEDHNDLG ymD Ceviceipllav GLAZING DETAILS J ROSOWSKI TYP. GLAZING DETAIL H'=HEATTSSTRRENGTHENM :� i0 '• T-TEMPERED 9VB'=.M TROSIFOL® PVB BY KURARAYAMERICA INC. ��F '•.�l ORIDP�••'�C��� �� N.VENICE,FL34Ti5 (Mq 4Bb1550 LM per! 05/15/15 'SG'•.6W SENTRYGLASGBY KURARAY AMERICA INC. S G r'''S/pNAL ` SINGLE HUNG WINDOW INSTALLATION - FOR IAMINATEO GLAZING COMPONENTS, SEE TABLE I.SHEET 2. r11111t11,tt Imemlvmmc MAppRggigqEp Sw1m/Yodek ScaH: NTS Sl��t 5OF 13 Mualnq Ne. MD-SH5500-01 Bn< B A LYNNM MP.E PEAMM CERT.OFAUM gg819B SHS500 A/A PVB AIR SPACE B' T GLASS aEMERIOR mn HM SG AIR SPACE 6' T GLASS aFSTERIOR r&n ➢red Tw.e DolDn Pnuun, EaAli 441u 4➢DL FYd YwI M WmYK eeuOeG SECR n, 6 rUX ANCHOR GROUUPP AND QUANTITY. FTrI JAMB V SASH HESIGHIGH Y '�I T SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURESADOVE APPLY TO ALL FRAME TYPES 3 CONFIGURATIONS) NOTES, 1) USE THESETABLES FOR ALLWNDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BULK SASH HEIGHTIS AS PERTHE FIGURE 3) FOR SIBS NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON WE TABLE Y. T/M PaimleYn D�MbIbP•0 1bPG\Ynb IWOR�� WeIYV. MnPW DnMP\Fnulln,me/M1! 41s.1 q mY SLIE at Ey1Gv Itil .m0 -RO 81Ybe6Ylp laan. n.mo .mo -mo .mA .mo i EO•Wb Ily]-Y]I6 q10 .AO .YD RO ebYNslw1.. lun.m]a WO -m0 .YA .100 T. asn.aae .as0 -m0 .mo R0 a.u.aFdw ame.aale .mo R0 .ma Ro n,31e FgaNb n.3rt-amx .e50 .m0 M5.0 m ¢uu.a Rws 11511-17-0+e waa Ra .Y.o R0 uam-tun m .mv who Ra LY,m PI.Ye.l1AII M.0 .RO •%.0 .1A0 n•M6k. m611-a➢a .m 9 .%D RO Bu.Wft m611.m➢tl W10 .m0 . ¢5D EpYNN m311-a-0m .e10 ®MN4bY. 11.611.Aatl .RO -RO w39 .m0 o.m.l w. •nale .a0 -me �mA mo n.mne➢w ws .mo .mn .mo iirl %.mt.avn waa -m0 Ro si.Y.a a+w men-mDn who .Ro .me .mo mdv aln.mau ws mo .a.A R0 Y vbano.r n.en-mam wso .mo wa.a .ma pnOb la6n-na -AO •e!D Wda N. ,6f0 & a[n.l Il.m-naY w1 .m0 A iA0 r+.i ame-am mA -mv .m0 .ma abmuon4 aa% w¢A -mo .m0 aav -mam wao -mo .�Yc �^Orw -mD ww.am•r mmaeE. nan. wn.nam .no .aa0 -ma -m0 wu x¢a .m.D a..>suv nen-uam .eso -mo wm .Ro n.m-mm weo -Ro wm aaD iYN nen.alr. wsa .aa Ro ¢I.coe man.m3u .ao ano .mo .mo o Ea.uu a!n-%ale w¢o Ro wea aa0 am -mew w!D .lAo wsa Ro er �evow. eea men.aae w50 Ra .e6o .xaD o.osv. nan-msw .03.0 - a wLo am Luba 4. KI Onbn6E. .017.IlaY IS%r•Na10 .0 we 0 \I.RI-mAle Ki0 -RO w!D MO iYW nlll.al-0u wEo -R0 .%.0 -RO Oekm¢h. aAll-A e1! wA0 -m0 WD RO EA.w. man-asa .ee0 -mo wsD am R o.eY1sE. and-mea wao -mo w!A a.w.awol.. a.an-aae w¢¢ .ma waa .mo mmea. manaau waa -mo wea ma ane-mau waa .mo was me EyYY max- 1 W q10 - wS0 .RO N ovbsE. xen-sate i. .me .uo w] 9uTNrivlw male -sale -RO - Ae %.m T. -. YDY — .mD Ro wsA aaa TABLE 6. DIe. */ree 5F5e DevbnPmvun, 0vm! .fiS.OlA0.0 IYLLL YwI q Fd MMmnWMllllGe SEE TABLE ID,SXELI UtUX ANCHOR GROUPANO QUANTITY. MEETING FAIL SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5. 6. 7 8, 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRM9E T YPES S CONFIGURATIONS) FRODUCTREYISFD MIN. SASH HEIOHf•WINO Yilf rt8Mj�50.136 , .P - W. 58705 =v:Ll I'}'-`Or� 0 •. ST TE +�FS'•.RORIDP,:'G�C�� '"; S'ONAL S� ", 1j11111111111.1 A LVNN MILLElLPE RE 58705 1DroTEQHHaoor OwvE (GIHSLL16DD91TTS ��¢� CEF(f, OFAUTH. RIVlSS PRESSURETABLES J ROSOWSKI HUNG WINDOW INSTALLATION-LM 05/15/15 Sm1a 6 OD'0`L9 Nv Fx: 500 NTS F 13 MDSH5500.01 B D Em u>a mwa..,r.w. e.nl.gm D.abp v..E.Dm amovpKl..lu� n w w am u ne Ear«. xu. no .noD .rao .uno .mn .Ina ow.>Taoo MHl-uem •ma -noa .mA .naa noA .nao •m aao a ep.m namnaa+e •mo -noo ao.o .uno w4d amo •mo .Imo e.e.avm.. nan.vsM .noa •mD .nm •mp .una •m0 .noa iAYA ss5n.am •mD ama •no nine .m .noa •no am¢ nW.Y0fA4 mW-asm .no•no nmo •m0 am0 • o .ImO nJm Ear.M n}n.m05r •no .nno •mo .nn➢ .m0 -n0d •AO amo plw•ie]I[Y.w usn. nsm .no ain0 .AO .Ilao .m0 .vn0 .m0 a+ao n.m-xme •ma .uoA .no .vao •m0 am.o •Ao nmo .no Ilno •mo mD •ma me •Aa m0 bbn6L n5i?wm.all Aa11.n5]m •m➢ .I1a0 •AD .1+a0 •m -Ilad •Aa .Tao prtlN Wllq. ]>in-mafa 'md .1+a0 .RO .1 •AO -11a0 M EyiD. metl-Aptl .AO -11aD .m.0 -'no 'RO .11n0 •AO -11➢a E.c.ena].. nsn.mstl •md -nno •n..Imo .no .uno •mo .I+DO m.p3p. um). natl •rao .noa •mA .non wao .Imo •Ao .nno a.m. nm.xltlyoo.,wo no .noo •m0 nm.o •no ncoo T.Y m.Y].S.NI •AO -mD •ma m •m0 me •m0 m0 eWYa.]oYia 2F3n.m.1A • o -Iwd • nmo .r40 nnm .ma n Ep/@. min.maN .no axo n .ma .ao •no nm0 •me a w euae Swr aue . n ono .um .mo •una O�Nnep. xNl-11.O10 .ma .110A •mD a10.o •m0 Alpo .AO -1 g 6yW • TM 110.0 11.91.121w no.Ind a V. siu •AA -Im0 .A.O -IIaO •rn0 •AA -110A •)o➢ •)a0 mn .ma n -Ilpp •An mo •ma -Ilnp m0 puanmoa man.aaR •m.o mo.o .A.o .nno .mo a+w •mo .uno Erman aan"n5w •no•no -una •mn a100 .mp .IInO .mD n+w •rod .nno •mo .ued •no .uao w�man.aatl pbdaORW.•' Ir]+)-mate •A-0 -1100 •AA -1140 •m0 -1+40 •m0 -Imo 3$T m4.6.b x!n-Ir.i10 •Ad -IIpD •Aa -IIPO .RO .11a0 •R0 -IIaO m..5a m5n-I.. -uno •mo moo ... -nno om«I mno n.m."..mo Imd .no .nno •mo alao . Ino mml.aa..mo nmD .no .1100 nao .uno .rao a nma.ar ec. >un.msa •A➢ a+aD •no nmo naa .uoo -no nxio Eavau am)ane+e .md .uoA .m.o .uno •mo .+mo •mo .nno a➢e.ec... •md .nod •Ao amo •no .nao -una n mmaeo-. Ro".Aiu msn.asa a .noa •mA .uaa no .no.o •mo .nm mmnew R.a+l.ma+e •m0 .noa •m.o .Imo aw .nao .m0 n m�mni¢. x31e-n.510 •Ad -IIOD •A.0 .Ilaa nao M. •Ro -11no EIEVeiO• I1NI."Ion •Ad .I bA •AO -1 0 •m0 .11n0 •m0 .IInO yulw II.pY.I]ble •mA aloA •AO -IIQO .Ro .IIPO . .11n0 Ti1Y m511.•I.W .Ap .110.0 •md -11 a0 .ma .Ilpp •AO -tlpo OaneYly ]aall.maf0 •Ad .110.0 .mA -IInO •m0 -Ilpo •m0 -110.0 EOWI. aan)•9.>10 .md -11no •m0 -1 0 •m0 .IInO .m0 -IIaO m PaPnOI. Bamfi PaS•� Y.611-m31p •AD .11aD .A -11a0 alll-IlAIi •AD .nod •A.0 -I1 n0 •rno a1n0 np0 a1n0 .RO •m0 .Ina An0 mbnw. m5n.m.ele •m➢ .1100 •mA -Ilpp .Ra -IIPO • -1m0 pe1W ]>!le-Aax •md -Ilo➢ •AO -Ilno •RO -I1a0 -no .InO Epl4 Sun.n.MS •ma amA •me -I+nO •m0 nma •mo -nno u mm.ap. ssert.xe+e o .uoa .mo ma¢ •)no ama .mD amo ella 9tln'JVmI•� umsm a •AA -110D •Ao -11a0 - nlY •AD -Ina .Aa nlp0 npo .n o nno -nao .m0 •RO n1n0 .Ima "MlROIc++.NEIOancFST=..urvn . •v.v. •• MIN. SASN •WINDOW BUCK HflGHT - 50.136 mlllllll� ■! ■neon ■lllllll� NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3)FOR SITES NOT 54,10WN. ROUND UP TO THE NE AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHETABLE. wAp] IS..yn vnewn mall' RnT OS Eov B�4 WM5 NJ �. No. 587M HEADER MEETINGRAIL JAMB v SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT 61 & GLASS TYPES 9-16 GLL (REINFORCEMENTS SHOVIN INFI WNFIBURAAO S) TO ALL CONFIGURATONS) SASH HEIGHT Kx.oayuNvE DESIGN PRESSURE TABLES JJ ROSOWSKI Rap2T6 itt]m Bpy; °0 SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 vmxromll YpINEd NF 3•.xeSH- SttIO: '7 LMD Na RE•' � SH-5500 NTS 7 OF 13 MD-SH5500-01 B o o © o 0�a0��0��0��0�a0�a0�a0�o000000000000000D0oa00oa00oa00oo00��0m 0 0 o o p��E000GEUmGMH"E000Ba"B" "vH"HMO"E"aHUHGUGEGM"U""MEB""HBGGM"aM"HUGE ��8"oM"BOB"GvaBDBOO"oM"o"BB"MM""B"uM"BM"OooMu"oM"ooB"o""oHHn"BMMO ���""BB"n"vmn""o"o""""D"n"uB""HMDH"D""D""oovv"Bon"n"vaBHDo"Dn"MODo m�OBOBOnHGOOMMHBDOUGHOMv"oOHB"vDODODHOaO"mOuu"OOGBBDDaamuMOOBMDOo min"Bn"nnaaOO"oDaoOMOGoo"nnvoHB"M""MDBBoo"n"uHnoDDMvvOHMuuOOvvHMB m�m000n"BOB"o"Bn"""MDn"uv"oOOBOBmnHG"OUBDBUBMo""""Bn""MM"B"BOHHB"" mamoaHHDovv"oBBaov""""aBBD"MmvOD"o""B"HH"D"DVM"BH""""vv""u""DUMB ""noBi m�vomOBnmovomOovv"Mvvao"GUmaB"EavvvvvOBDBaaoounMaovva"vBamavvaoHHi v onnoMBO""""MOMOBo"BO"nMooOMB"BB""o"GG"Moo"MOBM"nno num""Munn" MMMmaBOHOuavvMOM"BOMMDvmuooHMHOGOHBmOMOaav"aM"oMOMMonMMmaav"nuum �3BMBHnoonno"HnnonMBnou"vounn"OBu""OHMvn"DonnMMavBOMBBnDa"OHMu"nn, mOOnMooaMmOOOOMOMMaMnnOoo"BMOmmoEOOa"aEOBmavooMaom""MOO""Hnn"von ��amvo"vBHB"""aMHu"""von""ouvon""GOvnHD"""MB"oaBOHOEMaH000BB""avuB m�amOOMMaaavvMMMOHOM"BMuaoMoo"oOommo"moaO"oMMaoMvo"a""avGOMMMmOOO, mov"HMMOMBMMmOnMMMVMGMMaoo"naaE"vOMMBaooGOHavoHMOMOaGOOBBBEMmvHB ® OMEMGnnavOMGOMvnovnMMovMoanGBunMOOHUMBMoaOMBOMoonBOMM000OMMURGEI -. f'.1RnI1• mOOOBMOOOO"MVHHMMaBMOo""MOHVMOOHHHasE"HBBuva"o"""MOB""DOOonHDn"O �M"Dv"Bnavn""D"aomH"va""nnou"HoavavvunH""aBB"oo"EUBD""D"MMB""avv �MEMaMBHBaoHBBM"HBDno"BDoaon"uDB""uBBOBOBOHB"oM"ou"OMHOOOon"D""M, BDo"aoOUDDHHDaavMMBo"OBB""BMMMuoD"MMOno"Dn"MnMMu"HMMnD"aGMMBEHH mMnBOooOOM"oMoovavOGHBOOOODUMmvOOOMO""aHEMMMOBMUSEUMmMaH"ammGHEO mmMB"ouv"M""nonvoovvMmaomMMv"mvmaMaMaMMBaaaMBMEMammBBD"maOGMOOHUM ®"OBBMBUBuoM"Boo"DOBo"Mao""n"GOOMH"OnOvooM"BBo"now"nBOMunMDOMMn"HOME m�M"B"OOHM"HOOD"DnM"Ho""DOH"BOMHDnD"MOB""nn"Mo"MBDUB"MOvnooMM m�"Monnovae"n"MUD"n""MBD"aBHn"nDvv""no"aouu""DOMun"navoaBn"vaovoD c=*��OMOM"OVHHM"OHMG"""HOnM"nano""MUMDM"uuBB"B"Mvnu"MMMVB"Dn""M"DODB �r�nvvvoMvovuB"a"oBavvv"""Havoavm"mDo"DBuuuDEoaBMBonDDHBOB"DnavmHB m�Munn" m�""aBumnvHon""Domanuuun"v"vnnvmaMuno"vvB oanoOOHBa"oMGOo"""""MOouo" BHBOM"oBMM"nuDMMnMnBBOvonHM"MMHo """aaouuon"m"""o"mvvvBuu m�BmOHOnav"OOBBMO0oO0DOGHnavvOOMMMGOOMM"mavvvaM"HOBBu"aOuoODDmoGO m�"nOBBBaH"DnaHBD""M"BB"OnBnn""aBn""naHnDDnHaHO"nEDHMBB""BaHBBDOD ma"BB"HauDvovH"DnmvGn"nmommu"H"u"DnnaMODnoovHo"no"aMun"DaH"mBno" m�BDBDoovuBMOOMM"OnMna"MBommu"UD"OBOOBaMMOOH"aoMMOGBDMMBMBBMMooOM �MnnBuonn"MOM"M"OGOB""OOmoMBBBBn""MOMnMMMMM"n"MMOOBH"M"MOOnoDDM" - ��Mm"HUMMaOO""aMHMmaGGHnGOOOnoa"HaMMMOOOOOvoaoonnoamOHOuov"aOOEMM mB"nnumn"B"B"B"unH""MHnDOBMno"BOOMMM"""OOMHnaOOHnn""""OODDMaOBBH m�BnMoon"EMOHUMMaoOMomvBEBM"nMmmOOOOOmomvuaMMva"vHB"momm"am"aOBnM m�BODD"BMBBMBBnBD""MBH"OnBDBnOuo"nOOOB"B"OBMn"""oBBBOBOOGOBMouOn" m�v"nOBMaMOOOMoovuoMOOOBMO"BOMMavooaMOOOOMovanMMOMmoOGuuaoOOomoov �MHMBaM"OmvvvBHUM"aBEMOOnoBM000ooaomooMMoao"BMBOovGmooOMooBBmoaa v"BOB"DM"DOB"Monom0000"MOODHB"Oo0"n""ono"onHavoHDo""BuuoB" lmlgm� n"M"uoMMMOM"MMMGoo"GOOBOMMOMoamMGnonoomv"nuonn"mo"naBMMMavvv000 nnaouuBMOOHooMaoOOOMOouoHaoBOmoOoonBHvmoovoaonuoo"unnno"onnonIN �m�OnoD"HGBBGOOooMMOB"MMHOBBBOOHD"oOGOBMOMMBUBooOBH"B"onouonoonoun mm�n""HBnOOOuovuovooD"BMOBo"Bnuvoo"um"mooOnmGGBn000BBMBnuomoBBBOMa s m�MomvMama"BMo"vOMoauvono"ovvMM"ouu"aOUOBMVM"voMMMOOooMMouOBOOMaa HVHuao"v"oavouaovvnBno""non"MoonDHHBDaa"av"noMvoHHDoavoouBvvDan SEE TABLE 4. SHEET 6 FOR OESGn YntJ6NHE6 worn wlnu IniP �no�c. ^ MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-60.136 NOTES: 1) USE THE A,OW -ANCHOR OUANnPES REOUJRM_....... TABX FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE 'MAX. ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH ME INTEGRAL FIN. B) FRAME OIMENSIONS ARE BUCK'MR' • MEETING IAL 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TASLES 2 S B. SHEET 2 FOR ANCHOR GROUP DESCRIPRONS. W�.4.lw,OG.Optlgw ryypC 6w,I TWYfh'I,nYhtlm PRODUCTREVISED m�aroa.,mlW FIoHdA Buildioq Code . E.i EmiM DAe�h] I 1DrD TEDHNOLom DRrvE ANCHOR QUANTITY TABLE J ROSOWSKI N.VBIK'E.ROI2T6 (Wtf-iB61600 AO' mob: _ SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 A. LVA(A ih1LE101.. i --T ^- T �— SH-5500 I NTS 1 8 OF 13 0 ® nnoonnnvnvov 0 © vv000nonn0000000nnn © on onn nun no" nu ©O"N'"'I oovnonn000vonv000nvvoonvvv0000nnnovnovvounnnv uoBunn n o u0000no v000000voovvonnvvnnonv000novonnovvnnnnnvool u �annannnonononouonnnnnonnnnunonnnnnnnnnnnn uuuuuuuuuuunn"noon 0BH0�8onovonovnnvvovnoonovnov000nv000vov000vnovv vvovvnv uunnuuunnouuuu on0000nnnoovvnoov000noonoonnoonoo n vnvounvnvvnvn000nuunv0000nnovnnoov0000unounnvuvnovovou0I HBO nuuunnuuuunnnoununuu noun 0nounnovoonnnnno mannumun nou"numm nnuunvnv won Onno vnov, , , ��ououuuunnvovouuonnounouounuounounouuoununvouuonoouuvnnuuuouuonv .. �ununnnnuunnuuuuunnuonunuunnnuuuunnunuunuunuuuouunnnnunnuouunnuu ���unuuoononuovounnonuunuonoouounouunnuonuou000uuunnuunnvuunonuou m©�oaoovovovoonoovoonvvnon0000vovvovoonovv0000v0000vov00000000nvon ��onvovovvvovnv000nnvnnonoov000nnvn0000vnoovonoov000novvoononovnn �lEnnuouounnounonnuoununuuunonunuonouunonuunnnnuuuuoouunuunounnnnv pE m�noovv000nvvvovonnonnvvoonoonn000vn000nnonnnnonnononnnvnnnnvvvvv ��vnonvovuunnnvvvnnuuununonuuuuunnvuuvnnnonvovnnoononvnononvuovno mla�ovonvoovnvn000nonvnovvn0000nv000nvvovnnnonnoonnovnnvnvnnnovvnov p minnonnuonnnnnnnonnnnoononnnnonnnnnonnnnnnnnn m EI canvonoovvnnvnvn000vonvvoovvonoovvvnvnvunvunuoouvonunnvunn000nnoo ��nnoovv000nnonnonnonoovvnonnnnoonoon©nvoovnnvoonvonnuvvvnvvnvovvn m�non ��noo©vonvvnvvunvunnnvnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnun r�onouuoonvvvnuvnunuuvnuuonnouvvonuuuvunnunvovonnonvunnnnunnvvvun m�ovonnovvnvonoon000nvvovoovonnoonnoonovnoonov00000vvonvvvnvonvno o NI D �unuunnnunuuuuuDuuuunnunnnnuununnnnuunuunonuOOnnuunuuuuunnuuunnu �crunn00000nnoonovnovovvoovvonoonn0000unovnvnoonoonovvvonnvoovvvvvo NI�LnonnnOnnnnnnnvnnnnnOn ���ononoovonoouvonuvovov000vvonovnvnunnnnnuonunouu000noonnovnonnov ��uoovnoonovvonoovonnon000000vovvoovnonnonoovovnovon000vnov000nvoo s�vasmonoovovvvnvvunnovunnunvovuonnuunnnunnoonovuunonunnnuunnonuuvnnu tnvoovoonnonvovnovnovu0000voounonvuunvuu00000non000nouvonnonnoun mnnoonoovvovoonv000nonv000noovnonononoonoov00000nn0000nonvnov000 ��onvonoov000nonvonvovnvoon000nnoononvonnnoov000vovvvonoovvoovovv »ouvunoounovnounoononvonv000vvoonnvvvoonuvnouvonoonnononvnonnonu �0000vonnonnovononvonnnnovvonnnovvonnoov00000n000vnvonnvnnovnonv l� �un �nnnnonnnnnunununnnnnnunnouunnnnnnnnnnnnnonnnnunnnnnnunnnonnnnnn cmononvononovnvvnnvoonovoovnovnnvovvon000vnvvoonoonovnvvonnonnvnv nnuunOnuunuu0uuunnunnuuunnnuunuuuuunuunuuu uunuunuuuuuuuuuuuuunHuman voonoonnononnovvvnnon nnunnOnunnnunnnununnovonvunnnunuunuunnnnnunnnununnnnuunnnnnoon" on0000vnoovvovoovnonn0000nonovnnoonnnvnvnnonoononvoovnvvvovn000 nnoononnnnvnnnnnnnNODOuunnnununnnuuunnunnnnnunnunnnOnnnuunnnODD nunvonuunnnn ovovnouonuuvnoov000nvuvnuuvnuovvnvvnvnvvvoonovvvovouvouvvvvunnovovvvnvvunnvnn00000vnouvnnu0000vnoovnvnvnvoovnuvnouvvnovnoovnno0ovNoun oun ammumunnumv uouuoounuvouuoBonn oonnoononvnonvnonvvvvoovv00000vnnvvnovvonnvvonnoovv000nvnnnn000 nnunnoouvouunnnvvunnnunovuunnunvvnunnnuuuunvonnvvnnvnnnnnunvnnu nnOoounnonnnnnnnononnnonoonnnnnnonnnnnnunnnnnnonnunnoonnnnonunn onov000voovovvoonvoovonoon0000vvnvv000vnnv0000voovoon000voonovv 000000vonnonovnnouuon000n0000vnovuonoounon000v000vvnonnonnonvnv ovoonoovvoononnovoovv000 BEEN. SASH HEIa,T. Ie OW UCXHIGHT. 50.138 nno�o•n.•o •.+•^••`. "MIN. SASH HEIGHT • WINDOW BUCK HEIGHT • 50.1 ]S NOTES: 1) USE THE MOVE -ANCHOR OVANPIIES REQUIRED......._' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE WM ANCHOR O.C.SPACING...._.._' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. ]) FRAME DIMENSIONS ARE BUICK.'MR' • MEETING RAIL !) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AV ULASLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5) REFER TO TABLES 2 8 ]. SHEET FOR ANCHOR GROUP DESCRIPTIONS. } ; No. U705 NY.Antiv oc.eF.:FP F. A 'FkpnliF' W6YIbn PRODUCT REVISED e-PIYIN-0 W Fb a BmIEgq CP6, % Q C, Ac TImr NO I I _•ID. Egdnlb: Dae.. eI v _ : /✓/GIAO/A." Y 1oTDTEQHNaowDRrvE ANCHOR QUANTITY TABLE J ROSOWSKI 2 N. VENN4,RSSTT6 Doh' (WTNBD1B00 �Te2PD SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 x�i MY9<nE4 W y:y �; N SILL• Lev n SIlx Rw: SH-5500 STS 9 OF 13 MDH5500-01 8 ABl• 1.483' }CHANNEL FRAME .015• 1315' OHEAD/JAM13 1 aAeS —�-I Y.446• FRAME OFLANGE HEAD/JAMB 3A53• �I —.-IFS .OBY n llll 0r35 }' OFRAMEVM �CHANNELFLANGE OO FRAMESILL T-Uul.3]5 III .e14• +, 1231• Imo' tow 1l MEETINGRAIL 10 SASH RAIL 1T COVER L 3.500' 1.403' 1A03' OEQUAL LEG FRAME HEAD/JAMB —�-IF•� .OBT 2.[C6' O z444• 1 �0001 OEQUAL LEG FRAME SILL ,15• OLIGHT SASH 33 REINFORCEMENT 070' 1 .701' 1.03r �i 1.331' ,STANDARD i0 MEElNORNL REINFORCEMENT 1 � 5 2.100 t.1>S 4]1• 1 3gp• 1 I �.mr 1 .uso• .OsV .mO• .osw EVELSO ,o SSCARE\VCOVER 1B INTERLOCK 30 IINTERLOCK COVER 31 IFT RAIL NTERLOCK O INTERLOCK COVER J1.1m. r- -1� 310' 15r OHO SASH 33 REINFORCEMENT 5,D• L .13P 1340• O3, RDMEETINGRAIL REINFORCEMENT .315 :YD LAJAI G AarEXTEXTRUDEROLLED I 9 • I lo)OTECNNaLoar DRlve WINDOW EXTRUSIONS ROSOWSKI OBEADING OSCREEN FPPAE B1 SCREEN FRAME 'O��s':F[ORIDP,:'•�C��` GO1H1600Un5 °°� SZ ..... log1 RIomR SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 llllllllll\\\\ plplpFgµG y AM�•1; Sc°la' ypE pim0y Mq Rs. A LVNN MILLER P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.E450105 CFJT,.OF AUTN. f[8388 .v, BIII e1 Material I Bill of MatetiaL cont. # Pena Description Material # Pan# Description Material 1 620 Ingle un9 Frame 8 lanne P C 72D197 AW kMachansm CSteel 2 620102 Single Hung Frame Head & Jambs - Flange PVC 46 720198&9 6Weep Lak Cast Lac 3 620103 Single Hung Frame Head&Jambs - Fin PVC 47 720195&6 Auto Lak Cowr Assembly Cast 2lac 4 620104 Single Hung Frame Head & Jamos - Equal Legne. PVC 48 76X11SOPTX #6 x 1.1/8' Ph. FH BOB (Alan and Sweep Lack Screw) SS 5 620105 SHIDH Fame Sill -J Uta lnel PVC 49 720200 Alan and Sweep Lak Keeper Cast Lnc 8 6MI06 TRH Fame 5111 • Flange PVC 60 776)34PPA #e x 314' PH. PH SDS (Keeper Sores) SS 7 M107 SWCH Frame Sill - Fin PVC 51 420181 UR Banded Tiff Latch Caner Key PVC 8 S201OB SWDH From Sill - Equal LeVBox PVC 52 4201B2 uR TullRail Tiff Latch Caner Key PVC 14 65131 Fixed Meaning R®I PVC 53 7634PHFL #6 x WePh. FH SDS (Gamer Key Screw) SS 16 620129 Sash Rail (Sides, Tap & Bar[=) PVC I 54 I 42DI83 Tilt Latch PVC 17 620134 Balance Cowr 65 4201M Tilt Latch Recaim .PVC 16 620133 Sash StoNSC"Cowr 56 7202D7 1'Tilt Latch Spring Ss 19 OM156 Pull Rail Interlock AI 57 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Reif hnedack Corer 58 720192 Metal Tiff Lerch Finger PUII Cas121rw 21 620157 Bowled lntedack Al SS 420180 That Bar Caner Key PVC 71 620W Beveled ode lwk Cover SO 720206 Plat Bar SB 23 820150 ught Sash Relnbmemem AI jFl=PVC 63 720191 Each Pull Handle Cesi Lnc 25 620152 HD sash RNnbcement AI 64 720194 Snch Pull Handle With Latch Assembly Cast one 26 620153 SI N Meeting RAI Reinforcement AI SR 7834FPT 08 x 34' Ph. FH SDS (Pull Handle Screw) SS 27 620154 HE, Meeting Rail RdrlMcemem AI 68 420160 Bdtan Lerch Stoke Plate Cast tine 30 61644 Weathenbla .18T x .270' Fin Pile B7 97858B fie x S6' PR FH EMS (Strike Plate Screw) as 31 603DO Weamenmp,.190' x .300' Foam Bulb C 72 720135 Lanni I.G. Bead PVC 32 61719 nld Weathep..187'x.22M PoiyPile 74 Baekleadding. BE HOD or Dow 791 Sillocre 35 81825 Weatherstrip Plugl , .220' Fira 75 71646N Sehirg Block (7/8' x V x 1/8'). BS+/-5 duro. EPDM 35 7MIMTR Mx 1' Ph. PH SDS (Interiack Mounting Som) 80 81012 ExtndN Screen Forma Alum m 7S7GTHPX #e x 3' Ph. PH SMS (Meeting RWI Seaw) 41O SS 61 81011 Roll -Formed Scam Fame Alum 37 Tl SP Meeiing Rail Screw Support Plate 6063 TBAI 62 7CKGLB21 Screen Caner Key for Extruded FNi;X4 PVC 3B 72D210 Weep Hate Corer PVC 83 47042 Screen Corner Keywith Pull Ring X2 PVC 40 720)WM Corstard Farce Balance 84 47041 Screen Caner Key Without PWI Hong X2 PVC 41 #8 x 3/4' Ph. FH EMS (Con. Fares Balance Be" SS 65 7CASPM Temlon sow SS 42 Spar Balance 86 61816C48 Screen Gam FlDaglaes 43 720205 stem l Balance Shoe Nylon 87 61635I878t4 .140' Screen Snge (MacMrmMard Failed) Virryl 44 j7EjCj4FpmIrax 1.7/4' Ph. FH SMS (Spkal Bdanca Serew) 41O SS Part# Description Material 76 Komme Ling 4SG TPS Spacer System 77 Guanax Super Spacer nXT with Hot Melt Butyl Sethls Satefo 78 Guenex Duaseal Spacer Materiels 79 Cardinal )L Edge Spacer NOTES'. 1) FIX BY ENERGI WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR A ETRUOEA CODE 2) ITEMS If 9-13,15, 24, 28, 29, M. 39, 61.62, 98.71. & 73 ARE NOT USED AND ARE NOT PARTOF THIS APPROVAL * . No.58705 A. OF stuCONE STRUCTURAL SILICONE STRUCURAL 1!4'NOM. FOAM JLYISOBUTYLENE WITH WITH DESICCANT awr DESICCANT EXT. GLAss,// V/// I EXT.GLASS- is KODISPACE SUPER 4SG TPS 0 SPACER& NXT" BDIYL6 5116'NOM7 rVu BPO E�gLE_ DESICCANT FILL AREA SILICONE SEAL EXT. �t/ —V4T. GLASS DURASEAL@ XLEDGETM OSPACER SPACER PRODUCT REVISED BwM'vig uir, Cm ren4w Fbdd+ Ode E?L%D n7 M+an; eaeBwrr 1g7OTECHNOLODy DRNB BILL OF MATERIAL (BOM) J ROSOWSKI rLLBIICE FLg1275 NN: (M1)4aa1400 1aN SINGLE HUNG WINDOW INSTALLATION - LM 05115/15 oarwwromn Par4mrRrD.wc yySH- Scow: sore Doug Nor Rn: SH-5500 NTS 120F13 MD-SH5500-01 B A OPT.PULLRML INTERLOCK S COVER MITERED FRAME WITH OPT.SWEEPLOCK OPT. AUTO LOCK eJ � OPT. r BEYE 21 INTEF ] CO' 16 OX4 I OPT.PMHANOLE Sq WITH LATCH ss \0".PPUULLL x 83 SASH ASSEMBLY DETAILS EXTERIOR L5; MITERED FRAME WITH INTERIOR ANO EXTERI FRM1E WEL0.5 UmFM" FRAME �� 1i ASSEMBLY ®' �...�� •�� ; .•�aDNY LYN,y,�i ��',' L10EN, •., (( DETAILS �� � • F` NO. 58705 EXTERIOR ;AO•:�y� i`y�. ry yroFl�j0.]�T15 ` EXPLODED ASSEMBLY J ROSOWSKI NOTES: .(. ST OF p.4 ' lC •••F20R..... •��� (BC1)480.1800 1)SOME PPRTSOPRONS NOTSHOWNONORAWINGFOft CLART'. , sS G`�� SINGLE HUNG WINDOWINSTALLATION -LM 05/15/15 2)J-0HANNELFRAMESHOWN• PARTS# 1&5.0THERFRAMETYPESAPPLY. 'Q �OrygL $N11 manpm0e2on ])FOR REWFORCEMENTTYPES. BEE OETPJLS ON SHEETSBBT. 11...I 11111111 �R¢°� Wyl"�' SeH®/1L�1K Smlc IS' ho.nq No. am. 4)USEEITHERSASHTOPLOCKSORSASHBOTTOMLOCKS. ALYNNAIU05 SH-5500 NTS 130F13 MD-SH5500-01 B P.N SBT05 CERT.OFAUM Y28N8 Fa M IAM FDADE MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy PGT Industries, Inc. SCANNED 1070 Technology Drive BY North Venice, FL34275 St. Lucie County .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.T. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19117, signed and scaled 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. 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# 16-0218.03 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 Jorge M. Plasencia, P.E. MIAMFDADE COUNTY 1 `'''1' NOA No.ay ,30.01 Expiration Date: May 26262021 Approval Date: NDVember 09, 2017 FILE COPY Pagel PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29111, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thin E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and with FBC 61h Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Prouct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5' Edition (2014) and FBC-6t, Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 URTASLE FOR ALL LOCATIONS REOUIRINI NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE D N13WONFONv IC. MU ARCHESTOBE MULLIONS / '� SQ DETAM19 N6WBEDWEE AL.G,11 RERPNGIMR 5 M24 SYIDE EEE�MA9 / AlXR11 G: SIE£TBN 1 VERI. M'LL t£N]M L \ EEEDETAIIS _ IATMUy r / SNEER iI WFMrU FW M ifP N PaRCMFAL 56¢DETAEE �' 611E£iB i STFATU`a FRDOUCfB M.Y BEK.WVTYPE U=UE YAN6ALMiED .'FGT. A�ILLI /SEE RNLS D I NaRALNTN� M.GJk II�� CULL SHFFTB]J—All {FLTN NORIZAL U 3H ADDITIONAL EXAMPLES OF MULL CONFlOURNPONS: ' �---or[NNawmTN—I '"I LMBIGTI r � „F r r r L SINGLEMULUON SINGLEMULLION F / III /1I BUCKS IF USED, MUST BE ANCHORED PROPERLYTO TRANSFER LOADS AND ARETO BEUESIOEO By M IKe HAVE BEENTHE EAND TESTED AS ER OF FREE- OAT ANCHORS DO NOT NEED 0 E DIRIS CRIMCAL TO THE ECTLYATTACHED TO THEMULLIFORIVIMMOFTHE ON CUPS, BUT MULLIONS NOT HAVE A GAP OF MORETHPN 1/4' FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS AE CALCULATED TO DEFLECT NO MORE THAN.V180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.B LOAD DURATION FACTOR WAS USED FOR THE EVALUATON ON WOOD SCREWS. 41 PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS, PRESSURE OF MULTIPLE MULLIONS UN rtxt�I IwII�n rnww•� �.�•�•�•- 0)WHEN FINDING YOUR SIZE IN THE MUUJON TABLES, ALWAYS ROUNDUP TO THE NEXTSIZESMOWN ON THETABLEM T) ANCHOR EMBEDMENTTO BASE BIATERW SHALL BE BEYONDWALL DRESSING OR STUCCO. WOOD BUCKS BYOTHERS, MUST BE ANCHORED PROFERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED ORCORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DWNILPIR MATERW S SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTLd Q ELM ULTRACONIAGGRE-GATOR NOA'S S) MULLIONS AND Win HAVE SEEN DESIGNED S TESTED TO COMPLY WITH THE REGUIREMENTS OF THE FLORIDA BUILDING WOE, AND AREAPPROVED FOR IMPACT, AND NOWIMPAGi APPLICATIONS. MUUJONSAREONLYTO BE USED WITH PGT-APPROVED FMMTpAMON PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE W THE HV 11) QUANTITY OF UNITS WITHIN AMULTILE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WOTHMEIGHT OF EACH INDIMOUAL MULLION COMPLIES WITH THE REQUWEMENTS OF THIS NOA M f uH �FDA.L ,a 11 '18FE CORREBWNaPHG�ALI1 MULTIPLE MULLIONS `, FROMFlOUREt A90VE CODESJSTANDARDS RAED: •2111] FLORDA BUILDING COLIE ((FCC), BTH EDITION •3014 FLORIOA BUROING CODE (PBC), 5RH EDITION •ANSUAFBPA NOS201SFOR WOODCOSTRUCRON •ALUMINUM DESIGN MANUAL AOM-2)15 •AISI s106u •AISC3 10 INSTRUCTIONS: 1) OETERMHETHE DESIGN PRESSURE REQUIREMENT (IRSIFPI FORTHE OPENING USING THE ASCE4 STANDARD. 2)CNO06EAMU wTYPET TWILLFITTHEDEPTHOFTHEFFNESTRATIONPRODUCT'SFRAMEDEPTH. 3)REFERTOSHEETMTODETERMNEIFTHE WWDLOADINOIS-RECTANGULAR'ORTPIANGUVJ+rtRME:AiD % 4) FIND THE CHOSEN MULLIONS MULLION CAFACITI'(ISStM FROM TABLES IATHROUGH SBA ON SHEETS 6 THROUGH 30 RESPECTIVELY, USING THE MUWON TYPE LENOTH AND OPENING WIDTH OR HEIGHT (DEPENDING F THEMULLION IS SPANNING VERTCALLY OR HORODNTALLY).THE MULLION CAFAOTIP M1BVM OBTAINED SHALL MEET OR E CEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THEOPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REWIRED DSSL THIS VALUE REPRESENTS THE W WOLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE PULL MULLION CAPACITY. B) FROM THE ANCHOR CAPACTY(LBS) TABLE ON THE SAME SHEETAND USING YOUR AOTUALSUBSTRATE CONDITION ( MULTIPLE ANCHOWSUBGTRATFJANCWR-CLIP PATTERN WYAPPLY) SELECTAN ANCHOR CLIP PATTERN ANDVEWFYTHATTHE REGUIREDANCHOR CAPACITY IS MET. IF THE MULLION CAPACT'RBSFT'1 OBTAINED W THE TABLE IB HIGHER THAN THE DESIGN PRESSURE REQUIREMENT RBGI I FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPALffY iREONRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 5) VERIFY THE DESIGN PRESSURE RATNO (LESIFTU FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY RS°J OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRWUCTASSWSLY. B) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. R ryryg4euuu� RY S PRODUCTREVISED asUEIn9ICed w11N llro Ploiltl• NOA-NaCed 17-0630.01 ERpimtlon Date 05/2612021 A LYP FL DETAILA: MULLION TO —2XWOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) M SIDE VIEW FRONT VIEW INSTALLATION NOTES: 11 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 21 QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAFACT' 19 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS bD, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HFNHEID OR FLATHEAD. 4) WOOD BUCKS ARE OPTICNbU., SEE OZTA C, SHEET & 5) FOR MASONRY ApFUC4TIONS IN MIWI-DADE COUNTY. USE ONLY MM�DADE COUNTY APIPRUVED aC, OR EjOG IW S.S. AGrREGIJOR MASONRY ANCHORS, DETAIL B: MULLION ATTACHED TO IX WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) SIDE VIEW 'p TAM Till um s ME wN,..y .0m TT. M4WR sloll j ISO PRODUCT REVISED 81. IPI gMUithoFicalda DISTANCE SEET.s '.In t AIA�.EW B.udi"e, mo� 17-0630.01 GEE.XEI. Bete o5r2 612021 By FRONT VIEW A. IT= DETAIL E:B MULLION TO MULLION y DETAIL C: r INTERSECTION NOTES, r d Hj MULLION DIRECTLY ATTACHED TO syll� I r (ULLIP) I)MAYSe INSTALUEDW E•OR•CROsS• Y 8 MASONRY STRUCTURE NIIW �r� INTERSEcnoN3. z (STANDARD CLIP SHOWN) Y \ sy 2) MAY BE INSTALLED HORITDNTALLY — C (SHOWN) ORVERTICALLY. 11 N I ro.AOM m I ER SuesnuTE B)56EURESPODINGM,LLION. 21-?aTOP VIEWMFORCORRESPONDWGML4LON. OSy .ORE I VMIE9Y�-1 y = Yl IN:M0R9 SaFR 15d1EW6 sEIFDRIWN40R FREULLI k� m I I I ```�MLWIXIgw U5E9M9 l'� 111 m� N ' e. a �` \lam i EXTERIOR a 1NEowsFrdnls \ H Z V¢ U moedsrwNce • REcw.Bw®iaE pp O FORMAewRv INFMN@ L rmRSFenw p ♦NCXdC '. _ WIM%IW6.WR WT UCLD If �. J EE Z arNwiERADM�ETmE9. EXTERIOR Z A im. NlawR ^ 4 Z Z Z Q LOYrn O) �i9I • d ~ Q OyZ`d / E$TOHI,&•95O T9.AXQg4 6FE 61C-Ef81, 3l idi d N �A / iEAsueslPAlE. HIXELOUATKN9 ul eua sEErAmFA ts,59 FROM VIEW Por H W Q Y Y AT1Afl4�EM O F m N 6YOTXER9. 6EET gOB 2 (J Z 3 ?0 6EEN021. 0 9 Q O EYHFOI MEM f .. HER'. . ... �!'. _ pTO 1— }• • ' F---~s erµie�iee s10E VIEW 0 d� C YW Sf YS6W61161F OlOW 6R1i>IfSI WJCFEiEdt CYU 1bIY � 11 FRONT VIEW SIDE VIEW DETAIL D: PRODUCT ux.uD MULLION ATTACHED TO 9Udi.g :r+1u No Flodda ,�I IfIy�I STEEL STUD el.ndlNY ly I (STANDARD CLIP SHOWN) ./I xoA-xw 17.0670.01 I ' I EIIPImOoe Data 052812027 NSTA TION NOTES, I)ANCHOR EMBEDMENT TO BASE MATERW. SHALL BE BEYOND WALLDRESING OR STUCCO. 2) QUANTITY OF ANCHORSAND MULLION SM SHOWN ABOVEARE FOR PICfORW. REPRESENTATION ONLY. BECAUSE THEAACHOR CAPACITY IB BASED PARTLY ON THEANCHOR TO MICI4OR DISTANCE THE CORRECT OUAMRYAND LOCATION OF ANCHORS MUST BE FOLLOWED. REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.D. EITHERTHE STANDARD OR OFFSETCU f MAY BE USED. B) ANCHOR HEAD TYPE MAY BE PANHEAD, HEKHEAD OR FLATHEAD. A) WOOD BUCKS ARE OPDONAL, SEE DETAIL C, THIS SHER, 5) FOR MASONRY APPLICATIONS IN MIMAIDADE COUNTY, USE ONLY MIAMIOADE COUNTY APPROVED MOO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. TYP,AXdOR PFR9VBSTPAIE ' A ;�9EETABIES,6,9B �` 9@6NEERi a n Fdi NME wunars ipR STEEL S W D5 TNIMi@ TUN FRONTVIEW ,e ONAw colw,ulNrwrtx TNErteMmNc MJSAS(W.Y.THERS. w6TUSSD. ATiP6X4frNTev OTHERS. EXTERIOR usE waao ANMIdNSXEa NOTES: 1)FOR 2K WOOD- MED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS5 , FOR QUANTTY OF SCREWS. SIDE VIEW * ; No,58705 DETAIL F: FIELD -MODIFIED MULLION CLIP (FCLIP) O O O O SIDE VIEW eHOMIWTIPX"X.12V MKIW .EXTERIOR IMO WOW. flTEEL HVY.GV ORWBCMN NOTES FOR INSTALLATION OPTIONS R 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26• X 2.1V X.12S MULLION. 2) SEE TABLES I&13B FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APFLIGITION. DETAIL G: ANGLE MULLION CLIP (ANGLE CUP) O O O O TOP VIEW DETAILH: BAY MULLION INSTALLATION (ANGLE CUP) aAj--ff ",cl y\as _ STEEL EXTERIOR ORMlSWM exleAlov R vn 4� F PRODUCT REVISED complCrilb ME FWddQ xOR-xe. 17.0630.01 Explmtion DA10 0512612021 e Mlom /p-rv�ucTZ'in mr' R i IMP YLYN `�A,Ot%Y L N NOTES FOR INSTALLATION OPTION G & H'. . CEN1) USE 2 ANGLE DIPS PER MUWON END. CLIPS MUST BE INSERTED INSIDE OF MULLION, i ,` •.F� i 2)DUMLG:SEETA LESIB10EFORANCHOROUANTRIF MID SHEETS21-MFORHOLE * No. 58705 i — LOCATIONS. MFORHOLE $ �A' Z ;Z. 3)DETAILH:SEETABLESISBOR16BFORANCHOROUANTITI MOSHE ® (p' 10•t�'., ATE A LOCATIONS. _ %aQ •.,A2ppnN :' cam.: A. TABLE 1A MulEonc c TFI0 . DPanln64YIET ibrwNmEy.Wa)iNmlMor.)aOPrnNO HagMilNlalimrleM°PaT11911xive) EpN R.t/.pY TnanW6 BOF fteOlvNU. RraNK mF P61mNn TnNnIN WF P.e1n6Yr TgT3ry WN PeeWpJ.r Rin,NN 1WN 4'M19 lob LyGgrr llf✓01wp. 1WF 1✓ �I. Tap'10� TMIafN nOF Imd9 112x.1]S "T. `� Lad•9 §lmM9 IM^p InellY lt'aN0 Iv9{N leNnp ImL§V 4+E^0 b.'FY L Np Jr p y § 8 ° $ § $ d aF Ml.a !ol tns m axx as Bee ]m m.v !N IE,e m ay.v we loaa >Iv Il+ loe +a.o as ma !W Tao nv u.e we lad nv s.e loe +as nv ma !m faa ae nd av eae xm ¢! ]n n! 2m Sis pn mo zY ue an mx zu ud nx eu w Il0 an n.e xu ]+� Mx nd xu M.. av Ill., xY ]u 312 el.. xu um IDe x Wx lel eld !a xi .p Y31.. n Ina p en > xe . !]e . 0 ]m MemF {� NF ma ml ]xd ]R Md xN t]p 'NI !ed 3R V. 2a Y.0 IW IlY iR Yd 1® a.x 3!) ]pA IN A.] Ef NI IN xll ]O 141 IW 10.e m) m.l Im 13! ]a YI ftl L WF Y! ;� a] Im Y0 A] A.1 lm aA 20 ]Id Im NA iW ]l0 1W 31] E.+ I'J f13 ]m mp tm mo m a- 19 mFRI n ]S] 1 E +n Re . wA.anYn0 101 ]1 IY 'mmelWd+aa a Mm mmfm1oIE1Y n d nF xu Rae m] fm 1. Iw lu. va IY +v nd ne nN u.t m 1n) la a. Its lee lah Nh 11 I+e le] IN FIGURE I: FIGURE2: FIGURES • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURES: • UE� • 0 TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING WE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG. SEE SHEETS 2.4 FOR GENERAL INSTAUATION METHODS. 2) UNEAR INTERPOLATION OETWEEN MULL LENOTNS AND/OR CWEWWG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DWEISIONAL RESWK;TIONS SHOWN CN SHEETS 21-M FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO A01301 SPECIFICATIONS HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTN C . WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W5 T5 AND BE A MINIMUM OF.12i THICK STEEL ETUDE TO BE MW IMUM GRADE n AND.015' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.l2T THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST3 SCREW THREADS BEYOND THE NATERIAL, 910 S,#12 ANCHORS INTO WOOD MAY BE STEEL I"SS. OR 410 S.S. MAY .ANCHORCAP.— THE-ANCHOR FROMTHE PRODUCY�Tn9REVISED BuilElnylCo0e "iN. Ptadd. .N.. 17-0630.01 GPlntmn Da. 0512612021 ey Mlum ry uc n ro *:- l N. 58705 A.L1F FL 's ° MU j LL � MUM. Elo$�9�omo� 3 I V'- a?uFa�y�>�iOM �°'ayay rc o x, o � wl ~ga�u'S gag Agag eu Swws�aeA�xAeIk=9`e 99 •sdR ? � � B Hr+.b aasw - a=.ao wsa 9 9 e 4 g F°: Y G of Pg 4ma+iwv R $ $ 1� A G .�Nxadaaaayaa 9 �+ cwm�v F 9 9 0 9 9 R R a s e K� INW vI+N a S�wunaeFa �m� m � � �p rysa a G e A!•�a w+mfl � 8 p a`i ii d d e D H�w�S A.•'.V k9A S5 Y ge. dw. 's'&npAx°$6 _ es�n�•mn g p m 3 O d A d a d y o 8 * : $ i9$ n. n 54 A va�r evmo� 9 6 G C% d X R C 6 E y I•broWm 4a�ej vrw e 3 `• ,•- R s - n E 6 R S s S ®G tt y F Fp E9 lougl Aaswu+�n $ g yy • '2 6 i2 jJ RC +® Dl '$ H N ®% yr� N N R € C A p s iw.do •vx - 9 9 a 6 p A P p o' � � �f@a$$AARflRa . i 3 m Y N 9 n 9 ate. s 9 �.eU�mw @�896:C9Fg9 G� 4�aw�wfl � � 9960eg q 9 P Mr�aw a 93�p9E apnea �u k�aaEaea 3- F3 Bi�=-i$$ iT =��g 6 i_a•<aa $:�M1M1a3�3�3 22 YYYY : E • a 8 G �fi .s,aaa< M1y�3g3^3 rya a E g g:aaa<aa g;,aEa<sa gy88H38� -a�$e$esl a � 5g•`pm:�:'. M1 mH� oa 'u 1'pg�a p• m •�• ®6®g !p! m� F ` b€•Y iSSn aB <8 i S �-H oFN o wy L41!1 o Z � 3 w°DNS LL C ii s uyyI�a G ZNNN p q w � �Gi (S-OwYd ° c _9 _uf mVNb i 99_0 qQ o�d 3 Sp33 2 NWa ��ZQ� Wy 6°N F0N�5 m° iu 9 �wawr'c wN u� z ���'mm�pNp OSV aNaW f NN n nS ri 0°�FJ� • • i • � � • • a p p a 5 u • u� • m i u � u TABLE 3A MualoO Ca c TanlO A6R1 Opening ma'am m161a1e) IYM60� IAn i[2T61 ]TS Alum OpenMp W WN Ka/IaNfeYY`➢9oMnp mlOiemJ or Tif, WN WfNtLMA. mn YNinap INMG TBN INM twi+➢V Wn It/n9 Iafr10 fa61 ] �N, Imdn9V lmn _ T i�N' M1 I4N I4 IL69 ImF ImNY} Nn NF m.AIN 61F mN NF y >]n a in r6n Wn tln 1)(la 1R.o IRA IRd 111.1 1]tA IYed ➢tl Eat nl La MI 6S ]N ]IT ]N Rf 6W m] 510 W W Wl IraO 1Ra IRO 1RD fll.! IRa 1111 N6 ;; mP ➢1 Sll alf m1 !A 61]a 6H SR Sz W WI 9m lO1d WS m.0 6]A m.! ffi] ® m] 510 W W Iffi13! 26] ] 111.5 RI RO 61.1 S6 R➢ IR Bn 6l1 mt 611 WI 311 NI ]➢S in 9m IRa POD 1➢1A P6] Ime m.0 Rl S] N.B NS 21.a 6BB an I' w R'1 6W M 1a Im W ➢] 2m pa0 1R0 I"' 1%] Ilfla W.➢ no M] N.1 ND ]. 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FIArlda ..Uzp NOA-al.. 17-0530.01 evpirloon Data 0512612021 By M il.1-0a reauct Confiral TABLE NOTES: --I I.0w r- 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I I I pA LYNp •� 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE pNY \a:'VLEN��Q�A�: �� 3)MUWON AND MULLION CLIPS SHOWN ARE NOTTO SCALE, FOR DIMENSIONS, SEE SHEETS 21-M THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEEi321.21 2.76F � *' NA. E8T0$'= HOLES TO BE DRILLED IN FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CONCRETE SHALL CONFORM TO AC a01 SPECIFICATIONS, HOLLOW AND GROUT -FILLED 3TS -*❑_ p0,� O �•.r� � 4) SUBSTRATES: UNR(CMU)SH WNFORMTOASTMGS.W00DSHALLBEPRFSSURETREATEO CONCRETEBLCI YELLOW SOUTHERN FINE WITHAN SG OF 0.55. ALUMINUM SWILL BE MO T5 AND SEA MINIMUM OF.126' STUDS TO SEA MINIMUM GRADE n AND.OWTHICK(IB GAUGE). 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Y }yp y" Qua Ea)s OJerceenk P WP Y Lvl• f-VP IdW bW' Lllf 4W' S LYY 13!' wn• Emmmua Mt 1 VI• lyl' bvl' AbbW qBnW YO wmmW3slAbWb UWNlNlWq %9Rm9b 3AM'en Ba/S'Wn0.41a1Y0fea6W YpIFh. 11 2mW 1 ]Wb 1 Imb AImb OybLue/ INFJMIMBvuwI,•Is®•MT0.W0n4.0/.46N/RLIWgl 2mIF I9WYWtA m5W o OnF!dbYp/lIIFFlFlI9pO...RaOF )ImOSWW esmaabe 1UrfA]bW IBmRWBAWb NnWOSAPCee SmYlAne1 WWAA )RW lUWe e bbWA WA IWAWA AR AWW ASIdmA ]An1v9a 193W 1 I. ]mlb lel lb Llae- ImW WA lmb NIb a1 Ne Ilslae a0b mOW 9ARbe1)I.ISYFP Ftl 6b et 2W me ]mW WA WA NIA WA IW ae WA mA WA M'A TO OBTAIN .ANCHOR CAP.— TABLE NOTES: 1.280' 1) SEEI—t.260"�i FIGURE I: FIGURE T. . e ON DING. IFOR EETS 24 ORGNERAL THE TABLES AND SHEET 25 FOR INFORMATDN . • ON LOPDING. SEE SHEETS N FOR GENERAL INSTALLATION ME7tH005. 2) LINEAR INTERPOLATION BEII0EEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURES: 3) MUWON AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS,SEE M50• 3.20' 5 ANGLE SHEE1S21-23. HOLESTOBEDRBIEDINTHEFIFLOFOLLOWINODUMSION MSTRIC)IONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - - L =*1oe F *ISEUSED d)SUBSTRATES: CONCRETE SHALL CONFORM TO AM W1 SPECIFKhTICNS. HOILDW AND U 3 IN PAIRS' GROM-FILLED CONCRETE BLOCK UNIT(WLI) SHALL CONFORM TO ASTM DSO. WOOD SHALL BE PRESSURE -TREATED YELLOW 90UMFAN PINE WITH AN SG OF0.55.ALUMNUM SHALLBE FIGURE A: FIGURES F—: FIGURE 8: W0 T5 AND BE A MINIMUM OF.100•THICK. STEEL STUDS TO BE A MINIMUM GRACE 32 AND . AWTHICK (18 GAUGE. STRUCTURALSTEELTO BEAT LEAST.I2STHICKAND AX ALL .I .100• ANCHORB INTO METAL SHALL EMEND AT LEAST 3 SCREN'THREADS BEYOND THE MATERIAL I.25X3.2VX.IW 1.2SXa]5"XAff #10It$12 ANCHORS IWO WOOD MAY BE STEEL IBA S.S. OR 410 S.S. MULLION FOR MULLION FOP Ee [E] FIENMULLBD UNITS FACTORYAMULLEDUNITS PRODUCT REVISED �empyl MM 0. Plodd xoN�weo�i 17-0870.01 E.pimuon o.t tQS2S/2021 * i N4 E8705 A. 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P�RJx P�x T�°YIRxq x �B l�Am R� maW °Tw• MNO gg g8 ppg $61o.LN ggJ pp a J $� gO ggg Pa gg�pg 8$ O g g i� gg g 0p �' g !1 g gg pp s S pg g 1$ J y !$� pd j�j y 1�g 7a' gbg g nF 4a] d0 +n.0 W tmz SB tme a9 +d0 Bm <Me ni ml 9E In. m m1 6)B +xf m nl BS +3ft 4" enl s2 +xl an el.e SM Ix.+ m m+ m Mt m aF me°u ]l) w) im >a\ ]1s e] iw >ae ]u M] YO >ae Tr xe 1w >Ga ]M xi] mt m0 ]11 m4Eb d.] m eto Sl eSe 7m m] ]H Sle m ]IP 99 w.9 YO. Br.] 3M m) ]W ete ix n.] ]4 6le >m xf 90 m.e 13] Il.i ]Tl ms m ]S) m d3 m] ,R xF mF w.e t43 i10 3'2 141 w.1 '&1 119 YS iV ]10 Sw &] ml M+ 3N m3 SS] S1B L9 6).) m] ]% ]10 Ai ]]e HO ]9 5]0 D3 ]d M e).l WJ ]IB ]m mB %8 89 ld Ile %) 9B ]Se i¢3 xi YA :i ]II] Ae 90 iID 'Al =2 ab Al ]i.] 17..7 ]+0 2W ia1 -1 ]le M ]1] M. 310 M1 ii.l :6] ]IB Al SH ®In 67 91 m3 m w,B iN ]9.1 ty mB TN x7 1R Ml 91 ]1.R Im 217 91 $1 IIB1 ali ZM :RO iN \1B ]M $.6 1w 11J S% $$ ® 1].4 91 wB Im g mF, 9] SI] x1 iw ]t0 ]1]-7 1)8 $3 ]1] $• 1l9 iSa m Si.O tW $e ]1] ]SI in YB ]1] $7 Im +SS ]1] 'Il] N) \a] ]I] $0 1m +1.8 31] IIO 1m nF 2. IA 11 165 $Y IR IlB ld $i 11B IIS 119 17.9 178 R] +R 10.D 1- 10, tm RF xi 311 Ib ]Yi M ]I.B 19 11A IBI 18A 1]° 132 1M \f.e 19 leN $0 1d 'Ile 1]] 1R• id 188 1B1 111 14 1).3 12B TABLE 14B Amboy C•DaH1Y TBbN iLLL BWtm( 2]RCvk¢le 59 CAI. INb WU F[b10N F1 Wtl0 MB° 915•Eko IK 99 Ekv MCEkO 1l1'94IXo •WSIm n2AM.Y n251¢I WknBTEP' Y18'Em14VEm 1I1 Ek000lSm mRm YfCEk0001nm 1.Y'Fkolieetm /{JnLIB UPsm Amefdm 9[In Im19[M 1.51 Suer WS) M ehor DlP Peeem• >1? T nz 1L2' 1' ?f? 1' ?VY 't SYB• : 6Y DY O.W EO WIWte 1' +S'! S VI/f I-V1' YI/1 4Vr N/i' 1N( : ISA' 139 vAR• 2 m I.Y1' lY! \dl( SWm ff4m WA 1w1M 1Nm 0!8m IBLb fdm �m M9m 0., Si0e 64/ bSA PA) $ )m l6 7mm ®oleo I:IDFe tEW'm THIS FORMULA TO ODTAW THE•ANCHOR 4 REOUIRED`CORRESPONOWGTOAN CAPACRYTASLE TABLE NOTES' ' 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F-1188•-•1 SEE SHEETS 24 FOP GENERAL INSTALLATION METH00& I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANONR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 31 MULLION AND MVILON CUPS SHOWN PAW NG SCALE. FOR IXACTIONS 1-23. DIM SHONS,WN ON SHEETS '� HOLES TO BE ORElED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SNOWN ON SHEETS 2,115• FIGURED SHOW SUGGESTED, APPROMMATEHOI-E LOCATIONS. ANGLE CLm MUST BE US®IN PAIT2E. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Ml SPECIFICATIONS. HOLLOW AND GROUTFllm .125• 1 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO MIN OEO. WOOD SHALL BE PRESSUR6TREATED r ' YE110WSOUTHERN PINEWTTHAN EG OFOSS.ALUMINUMSHALLBESO nMD BEAMINIMUM OFAW 1 THICK STEELSTUDSTO BEA MINIMUM GRADE n AND.045 THICK(18 CAUSE). STRUCTURAL STEELTO BEAT I1 X2.11•M.IWUMUON LEAST.125' THICKMDA05.ALLANCHORS INTOMU I_SNALLE ENDATLEASTS SCREWTHREAOSBEVOND pNTEGRPL FIN MULLION) THE MATERWL 810E M2 ANCHORS INTO WOOD MAY BE STEEL, 188 SS OR 410 E.S. PRODUCT REVISED S eomDl ywIN NB yIerlGe DPIItlIBO otl• NOA-Na 17.O630.01 ft,IrR1lBn CRIB 051262021 By IMBRUE No, 58705 FL TABLE ISA Mul9pn Ca"c'dyTmbW Bbem' OpeNa9 WISDI ryorwltloe/.spemil01N5am) arOpmF9 HeipM(TmIDAa➢IeMepRYJN We-) SOd WII Rx see, INq tfnp EON Imp IAN teIe.ONearwu "W51:1H a� 11 oil II I 11 +M.e Me nog ae 11A tN In. 41 R0.0 9 rsnO Se Imo In +m0 StE Imo nm Im.O QI ImA Ixw In. 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D.r asSit IW 3l1 4W x9.1 400 a.] NS m.e i01 11.0 IpJ x3.0 IN ]➢1 'IIA ID1 x]➢ ]01 YU Sls m0 ]91 al nl IiA >91 10.i ]xl 11.0 ]O1 tr,p ]15 IWx 11,1 'set as SN %e ]BI me ]N .8 N1 31.1 ]1x ffi1 111p 1R4 em 102 N'+ Ro RO sL0 >m x1! sr0 as m .0 RO 152 ]a 31A ]R s15 ]le le] TO x¢9 ]12 I10 )R 1e.1 N5 lap ]a1 slr ]a9 ]N Ss ]fr 460 Rel a] 177 TLS xN 19.0 ell I11 Te IRA 317 174 a] 1Nb n.5 m n.5 a1 TABLE 15B 0.nOporG 6umNM 1,rY CMLM. ].]Y Gap. tl Tebb ba c9c+CI.IU N. GN PTV2W MaW b1YEka I/Ca9EW YY'Noe 1N'63E4n ale 6MY an6W a1151a1 ANb�,. YIC ERNVsm lu'EYu1NrtN U�M YICEW Uhm'L I/]•EW V4l peTr.b UTAYsn AGTCM 9cM1�A 9uw IG11 Suw'Ial1 AncAor Wp Pam➢me I, AVP tSV' T Lllf 1.1ff 4111' 1.114' l.fll' 11/f S tST Idld' WYY Gmbaeal (q3 ty4' IYI' eNb nNb xr5b xNlm ]vb ram4 ]e4b 9mb aeb vIb suo. aim. x 1+�em.OrNp GcfmaSAMgrr /yq.n a5]b ]Toro Nola NOb lNlh W> IIa An ]N OY OLOf IN]b I.. I MIm®]S M'n0411i1allugb Qp./aY. l% TNA iNb rN lls 1010W 1]x!b WA 1]N rm WA IN Ne. x IM I]rl mY 'In 16'OW BNalM Q211'Nn DCfDJhl4CY /Pb.] IIRIm Ala lO. fib aNlb }1S1b WA NOIY W4 1059b FIGURE I: FKe R 1 FIGURE& ANGLEF-61CLIP URES 1mBE USED IN PAIRS. TABLENOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 2S FOR INFORMATION ON LOADING. SEE SHEETS FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO 564E FOR EXACT DIMENSIONS, SEE SHEETS 211 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2& FIGURES SHOW SUGGESTED. APPROKINIATE HOI-ELOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FRLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM GW. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN 56 OF 0.55. ALUMINUM SHP BETS AND BE A MINIMUM OF.127 THICK STEEL STUDS TO BE A MINIMUM GRADE b AND.045-THICK (19 GAUGE). STRl1CNRN. STEEL TO BEAT LEAST.I'W THICK AND ". ALL ANCHORS INTO METAL SHALL EXTEND AT UWT 3 SCREW WRFAOS BEYOND THE MATERIAL➢10 a D12 ANCHORS IWG %VOOD MAY BESTEEL IBB S.S.OH410 S.S. 30' BAT MULLION .ANCHOR W.- O TCBT OOBTNNTHE'ANCHOR T QUIRESEWFOG OM H5 REQUIREMENT FOR THE HIGH MAY BE USED TO QUALIFY ANCHOROPNONSFROMTHE PRODUCT REVISED prying wl0 be Flodda Bulltlln9 EoM N0A-Na 17-0630.01 ax,I.UYn Deb 05/26/2021 * : N0. W705 w,ae:ePo gyp, oa r„w o �usueo INsnnosoar ; S a r o'ip, "" To v Seonw :ma GC af00£9 moe.e Vsv S33 llnW AtlG 33aO3O S4� j§ SNOIIInW3SRivinN6NnlV1NV18IS3a-iovdWI, �y mna3s3a saHOWrn '�Ni's3ausnaM�e upeoixoiw.dw �=3 � R SO VV'KW Zj6� p 2U �ya��LL�W�p� w p 03q�y Z� I�O��ogj�w a �i S OFu ��y�jq Yp� �oo �ea �za3�ZU� Q VJJ �WVIZV 3Z 6Q °d zaf a°.p rc3�t3�� � '2�dtp�i�oe s x r•�6�<� o ,M M' s<QEu P awv & R 8 R 1J§ RJPIEIR i SA Qu,wp S§ G pp p C g {C-$Ig Nwdo�mai � a- G a E S N � k rz s N vOwH RM R C? _ �P Na•a+a •+a•r - - �� NwCq�ry � 8 R 9 "mod e n 6} S ft R L F9 NmdUNo�n R C 2 C-. R_ 8 w ® d d R yp R NP A7mwro ��� J S A R e 8 0�� S 9 pp$ }� NF�amaae/ E c' pp 3 Npba m�velp ? R R s a= A 9 8 6 a� q L Namo u'u�np R� 2� Q p R !4 8 S S� G fl R v E Nme.a,nwn 'c '^_ R € R^uma•a,oww IAn aw�eoa gEo : C 9 cwvwe.a$as_S8^„_s$g-s3$'s9i N®erorx+w s �y 3y3y lanep !an.anWmw��z.Fcwsaza3ad� e e a a fl`aiA'call "aRRi"o RJR i L F 99 m .NnW wi^H - e u R - - ° a_? - S g a w a 9 = 0 iatjE EsmEai§aaaa L iif lump NaN•a ua9,11 N: R R g S d p S N. n N Q ii C e iap.waa�$$l!_�'el63$"s"aia ma psmp R; R 2 R E R B qq 3 R ;li d= Nwm�wcn - - i p 9A L Raml Nab9imlN1 2 R 2 R R 3 y q X if HpH,]myyy dp NWasa�mtm R d R d � y 4= C d� a 7 x y X J F Boa m ,g0uelpHW g 2 E z t3, yin 5� o. Nw 0 3 wo U¢ aN g o O 0 a QjQ V� O� N �O 'yd o�do iS 7um� B AL Qag QO U' O m'V OF 0 of 5 �3s z8 ¢b 5 � �mz N 121 12 15 a -.125. a1.375. ME - I 2.125 OLLP I BBB}TS ALUM, %SECTION 25 r I —i .74¢0' F^ .a1u _1 _CIVEATEF4V, SEE MON. . 4 MW. F DEfAM1F,SMEET4 990'MW. A A I aGUTa ALUM. W OM TOPnEW .377 MIN. STANDARDuw 800.}TB ALUM. TCPYiEV .3TS MIN. I I I B i i OFFSET CLIP eL<}TgAWM. TOPVIEYJ ZNCE TINNTER OF ANCHOR LEMUSTLIE THE DASHED BOUNDARY, SEE SHEETSSIT FORTHE ANCHORO.C. DISTANCEM100MUII ANCHOR HOLE DIAMETER:ANCHOR DIAMETER • IMS. 2606 NTB E 8Xe M p ECTLUM. XSELTIDN � 125' � 3T6'MIN 4— 2%9 ANO ALUM 808}Te ALUM OFNEW F=HEDB F ANCHOR HOLE MU9i UE WITHIN THE WNDARY. SEE SHEETS 61B FDNTHE mown G C. DISTANCE. MAOMUMANCHOR HOLEOwMETER: ANCHOR dPMETER • 1ne'. Mull Olmonsl0n (s%Beta1 PGT Port 0 Mullion SM.CIip O0wt L11p U{gIP Angle Cllp 1'XZ'%.125 (5) 66G05 658113M 6HI1118M fiGWA3M 666611M I'X7 X.374(6) 6G60DS 556114M 656111910 6562"M 665.912M SX2.7SX.3757(7) 66607 666115M M1120M E6545M 6(W13M 1•X2.7SX.660'(9) Ism 686116M 6861131M 669246M 668514M 1'X3.125'X.50P(9)- 66637M BWII16M 6681114M 668242M 6665151A 1.25*X3.166'X.2%F(12) fi68/1M 6661117M WBII13M M6241M 668516M 1.W X21l' X.12S (16) 68370 WA WA WA W017M NOTES: 1) HOLES TO Be DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN CH THIS SHEET. 2) SEE SHEETS S9, 12618 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 6 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTA TICK METHE)D3, TART F A Dlmontlon V.I.. 0n) For Mullion: %2Xx8540.,Tub MuslimO7/D 1.125V X2' X.375Aun'Inm Tube Mullion EA O.6:i8 0.490 1.875 VX2T6^X ,375 AIUmin J.000 C 0.757 NEB Mullim D 1.118 A 1.312 1' X2.75' X .650' mu".. Tube Mu01m 6 300D C 0.476 D O.fiT6 A 2000 1• %3.125 X SOV Alum B 2637 C 0.663 Tube Mull D 1.137 A 1.261X3.196' X26S Alum B 3.282 . C 0.Bb2 Tube Mull D 1.762 126' %2.11' A 1.813 .121' Al. Tlbe MWI PRODUCT REVISED pl wltb tN F ."d. NOANOA1 Na 17-0630.01 lAPImt1.n 0.1. 05/26/2021 DF Mlpm m uc on m No. U705 U -i 1.000' r- -1 tow r 1'X4'%.lw' I•X4'XXT 1 1'%4'X.375- MUWON IIIIWON T-MUWON 6M TO ALUM. ZTSALUM. SM-TSALUM' 37Y . - %SECTION %SECTION %SECTION MIN. 1 �� 1.384' I Nimm �l r 1 l i i 2BTS F 1255 .100• 3 .100' 3.2W [Lf4' AW 834' 820' _ 11133P -{ 920 H L L13T.100' 136X,61' -MUIMULUOH 'MXULLION 2d' 6 -SECTION. YASECTION 000.STmum XSELDON XBECi10N %.SECTION a4w 2E61'� .125 MIN. . 375- 125 1.BT]' MIN. 1.3n' I ]4012 '126' STPNDARD CLR 2.OW' M3.T6 ALUM. I 2125' .. 2�I WANOLECl3P X.sfRON TLT B PUMS 125%SECTION ELTON 125 L .126'J CENTER OF ANCHOR HOLE MUST LIE WDHM THE DASHEDBOUNDARY.SEESHEETS 1S20FORTHE AN WOR O.GNCE . DISTA. MAWMUM ANCHOR HOLE DO&EfER: ANCHOR DIAMETER • VIT. 6.fi00'�1 5.000' 3.125 GIi HERETO ,J75' DETAL F.SHIXT4SIIfET4 I .3)S CEN(EROF I 1 I I I ANCHOR TT .1 I 1 1 1 I THEDAENTRIINSHED 1 I 1 I I BOUNDARY, SEE I I I I 1 I F SHEETSHEEi516t] I I I I 1 I I PNCHOR O.C. I 1 1 1 I I 1 F I DISTANCE 1 1 I 1 I MA%IMUM DIAMETER I I I I ANCHOR HOLE I I I I ANCHORH I ______� ANCHOR DIAMETER•InW. %5 NIG1 E 6ANOMOGUP DCLm SOBSTO. CENTEHCFANCHORHOLEMUSTLfc 00TOMEMIM. fi To ALUM. TOPM .WRM'W TIE OASHEDDWNDVt... . SEE TOWIEW TO YeaYAI l a C YARN F C. T:OMr. 3.250'45'BAY MUWON 934 1 W'BAY MULLION 1 O1}TSAWM 8003 ECTION . I X SECTION %�SECTON r I .2'26•J I-.0B1•-4 NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEET510, 11. WS. 10 6 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I I I I 1 I 1 H 0 - _ OFFSETCLP EO TOWS M, TowIEW Nmvna4n Vv10e (In) Ppv Mu1&IPn: I DlmanMtn V.IM. (In) F., MOIIIOm 0 1.10 X .121. A.I.I. Tube Muman F 0 1.038 O.6W I]S X3.2S X.624' AMnb Tutu MUlDvn H I z6W 10W H I 1.0. 1250 F 0 118T 4T3- 1•%C% .,, AIMNman Z&b F O 2025 1.115 1.23'%3.84' X.S21 AI.I.m The Muman H I 2.4W SOW H I I.500 U50 F 22W 136'%J.25' X.1W AMAvn Tube M mDn F 21113 SOB Muv 0 H OTW 1.SOD F 2875 45' BAY Mull 125D Mull Dimension Lbulp) PGTPeaR Mullion 6W.CIIp oftt Cup U411P An014CIIp lmXe X1125w(I0) GUM WSHIM 8W11YAI EW41M WHEN 1'X4'X.373'(H) MID NOI12.M E681123M fifi8242A1 fi Hom t'X4'%.]]ST01) 139'XS25'X.10O 1131 12T N3]3•X.026'Dq 003 201 / 312 WiB1M30 W(HUM WB112)M 66811RM W1123M S HINM NOI125M 8602GM 050241OA 0602AIIL1 85461BM Sfi65113M BBfiSHBM 1.25%1&'%.IWVS) W162 W1117M M1128M 890211M WBSUM 30DAD-09) MW WA WA WA BB45110M 45 DtDre. US) 058W WA WA WA MSW111M n� 2 is d 3 PRODUCT REVISED PF comp&In MHM UM1 Flodd. ... 17A630.01 3m AID. M705 o-�0, srATeo IN1AL ELJG. A. A. LVNN MILLER, P.E. U FL P,E.k 58705 TABLE E Mull Olant &On )ehagl#)I PST Part/ Mullion SM. clip U-0Ilp I Angle alp r X4' X.2S(i8) B8602 688281M 6682]1M 6855112M r X6'X.251 68604 666282M 666272M I 686S113M NOTES 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS WIT FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL NSTALLATION METHODS STANDARD CUP soi1TIIALUK xSECTNXI CUTHERETO 3.6D6• cnEATEFaw, .TS 2060' ,3TS _6EE DETAEF, MIN. MIN. C SHEET 4 a6Dm s5O•u rxrxa MULLION uwB T6ALUM. X-SECTION t--2005—� as W rx6-x zs MULLION 605 T"ALuM X-SECRON T______ _ ___ _______ � I I I I I I I I I I I I I I I I I I I STANDARD CLIP ENTER OF PNCHOR HOLE MUST LIE a T6 ALUM ZN THE DASHED BOUNDARY. SEE TOPMEW SHEETS 15-17 FORTHE ANCHOR 00. DI STAN CE LYW MUM ANCHOR HOUE DVMET61t ANCHOR DIAMETER • IMB'. s.50B• OUTIff.-TO J.600'--I CREATEf{Lw. .37V _SEEOETAIL:, MIN. f SHEET4 .375• rMIN. qh— __ I I I I I I ______ I _______i I I I I I I I I I I I I I I I I I I I I I I I L: s.4 —I I I I I I I __ BD6ST6ALU ST UALUMM. TOP VIEW c IT i „1 r—.1zs r1 r.tzs• UCLIP ] mot,ECLIP em3% LUM Be6XT3ALUM. 2125 XSECLION 2.000' XSECTION 125• 12S I—v46D•—I T .3T5' + 3.4se' I I F I 5438' I I utLw 60X I TB ALUN. USED FOR r X 6' MULINLOSHEET 17 TOPYIEYI WANGLECUP 6Le1TBALUM TOPVIEW E I S `a W O o F j mrrlool Z'A{, D M PRODUCT REVISED g CRyyintla lgg Igh the 11.0dR DNIldin MOA-N.. 77A830.07 Eap1Ta11ee Dag 5126/2021 By Mla a va 1Den To #: No. U705. A.ONN IdYUp: P.E. FL P.E.#56705 EPAMPI_EI,RINGLEVERTICALMUWON THE BLAMING SUBSTRATE IS KNOWN TOM WOOD ON ALL FOUR SIDES. THE WINDOWFRAME DEPTH IS 2-111.WE OPENING RECURESA DESIGN PRESSURE OF 180NL0.0 PSF. 1; RH -RI NOANGIDRSvl XFAO 1)WRIALLYASSUMINGTNATAI-WIDEMILLIONISSURABIE.THEMULLIONLENOTHISTSANDTHEDPENINGN1OR16E'.M.I'.BS.REFERENCWGSHEET25.THECOIUMNUSWG RECTPNWLAR LOADING MUST BE USED. SCAN THE MULUON TABLES FOR A MULLION VAT IS AT LEAST THE WINOOWFRAME DUN OF2.1WAND WILL MEET OR EXCEED THE REQUIRED L q �� 8 DESIGNPRESSUREOF1W.0LBOAPSF. IFTHETPBLEDOESNOTSHOWTHEIXA SITE.USETHENEXTIARGERSREAVAI AM- 3€ Y3 �.sEE .tE FROMTABLE3ASHEET7,THE1'XL75'X.375-MUWON(LENGTH-T.OPENINGWDT-70IMEETSTHEDEPTHREOUIRED.HOWEVERTIEE OFSIGN PRESSUREIS �ASBB PSFANO WOULD = O F@IESTRARW DETNLL NOT BE SUITABLE FOR THIS APPLICATION. R E' ^Y PRpLi%;x9 APPRO/N 9HElT9 xa FROM TABLE M SHEET &THE VX2.75•X.B50' MULLION (LENOW-722'. OPENING WIDTH a 701 HAS A DESIGN PRESSURE OF AM7 PSF MUCH E%LEEDS WE REQUIREMENTS OR THE - OPENING AND MAY BE USEO IN THIS APPLICATION. NOTETHE ANCHOR CAPACITY REWIRED OF 036I.M. N R. LENGTH 2) USE TABLE IBTO FIND THEANCHOR TYPEANCHOROUANTITYAND CLIP TYPE REQUIRED FORTHE WDOD SUBSTMI£BOTIH THE STAVDMDCAIPV.TfH (d)H2ANCHORSrWDTNE 9L4 DO y6V F lV IWL ANGLE CLIPS WITH (4)X12 ANCHORS HAWA CAPACITY OF 885 LBS.TH000H EITHER ONE COULD BE USED, THE STMIDAROCUP IS EASIER TO INSTALL. Z SIDE M 3)VERIFYWE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THELOWER DESIGN PRESSURE. OF MRLONS OR FENESTRATION PRODUCTS,WILL _ DO sHEEB APPLYTO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THATWE BOTH THE MULUCN AND THE FENESTRATION PROOUCTBE INSTALLED INACCORDANCEWITH THE j W INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. �➢ O�W� TIDY ITHEANCHORPCAPASO �d rvO.WfJIDW�NWINDOWN4 CT'PDJUSTMEHT FORMULA COULD HAVE BEENVE TOCAALCULATE THE ANRORCAPCITYRREEQURED ORTHE EXACTDEMONPRESSURE OF WPS w SO (wD Tz�l-LMLvnDTH (MAYBEUSEDTOQUAL olo STEELSCREYSFROMTAHLEAB) (WPSF)%(R OPEHHGmTH f)�52d.BLBS z m V� THE BUILDING SUBSTRATE IS KNOWN TO BE CIA! ON THEJAMMAND USESAC(MCFUTE HEADERAN'O SBY THE WNDOW FPAMEDEPM D 23I0•. THE OPENING REQUIRESA 7LLD DESIGN PRESSURE OF NOANSA PM- FORTNEVERTCALMULLIDN Q m C 1) INITIALLY ASSUMING THAT 1• WIG MULLION IS SUITABLE, THE MUWON LENOPI IS 3T17T'I-IW AND THE OPENING WIDTH IS Vr.3VlI'.73•. REFERENCING SHEET a. COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MIWON TABLES FORA MULLION THAT IS AT LEAST WE WINDOW FRAME DEPTH OF 23 AND WILL Z THE MEETOR EXCEED THEREQUIREDDESIGN PRESSURE CF-50.WM.0 PSF. IFTHETABLE ODESNWSHOWTHEFXCTSLMUSETHENWM GER512EAVRl UE d 8 _ EXAMPLE Y MUL7IPI MULLIONS 9Ee DIRN13, FROM TABLE 3 A. SHEET 7, THE 1'X2,75'X.37S MULLICN(LENGTHc10B', OPENING WIDTH -801 WETS THE DEPTH REQUIRED,HOWEVERTHE DESIGN PRESSURE IS-M&i FSF W 0. D: i N 4 LuulmmH-('- 9lacis xa AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE IM SHEET IB, THE 2- X A' X]W MULLION (LENGTH-108'.OPENING WIDTH -W) HAS A DESIGN PRESSURE OF+d.7 PSF WHICH EXCEEDS WE REQUIREMENTS 911 LBS. ayy,.W Z N 0 FOR WE OPENING AND MAY EE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF �3 O ST CESTR BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2' TO THE WOTH OF THE MULLED UNIT,THE ADJUSTED OPENINGWLDTH IS 3 .W.217R•, NOT 7TAS PREVIOUSLY dE S0 TM FFNESTW71Q1 DPI.M13. SHEFIS ASSUMED. VERFYTHAT THE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING. ALTERNATNELY.THE WINDOW WIOTH9 MAY BE PEOUCEO NMN NN PROT REVISED PPOdIGT9 APFRW M �- WE73• DIMENSION(BS12'F35.1R'1T•73T. .NA M. FII IL 2) USE TABLE I28 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR WE CONCRETE SUBSTRATE. W THIS EXAMPLE. ASSUME WE POURED BOt��T7-0630.07 daCONCRETE HEADER AND SILL ARE."AIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B', CARE MUST BE TAKEN TO MAINTAIN THE FASISHI EDGE DISTANCE.ND USING THE STANDPRD CLIP WTM(6)3l16•ULTRCWANRORSAT AN EDGE OISTANCE OF 2-tfl ONES PN MCHC,Q O5/'161202T H ME `SEETHEREFORE SUITABLE FORTHE REWIRED ANCHORCAPACITY OF 911 LBS.OF DUILE D NS.DETAL B. FOR THE HORIZONTAL MULLIONS: MIAa uc an OOPENNOMrtETS2.A BECAUSE THE VERTICAL MULLWILL BE A 2•X V X.2W MLRLON, IN THIS EXAMPLE WE VJRL MATCHTIHE HOR60NTALAND VERTICAL MUIMONS.ALTERWITNEIY,ANOTHER FOR HP L KLLYx tt MULUONTYPE COULD BE CHOSEN IS THE OPENING HEIGHT IS 5.12 THECOLUMN GN -IWLENGTH y FFE UE201DNJMA PsFWRLOADINGMAYBE REOF -A170A PSFWIIR IXCEEDSTHE TTIHE MOM TABLE SHEET 1D GREET I6, THE MULLION a 2'.OPEREFERENG HEIGHT- IN THIS PLENGM NOTE THNINOHEIGHT•1200H1EADEGIGV 621 LO REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THLPNCHOR LAPCITYREQVIPEO OF 621 LBS. nEQUIREOMTABLOR W MAY BE 9ff DETAIL., 2) USETABLE IMTO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ANTI CLIP TYPE REWIRED F00. THE CMU SUBSTRATE WTHI$EXA\pLE,ASGU�THE CMUJAM1+eB MEB' i SLEETS WIDE. IF THE MUWON CLIP WERE TO BE CENTERED WITHIN THE 8'. CARE MUST BETAKEN TO MNNTAWTHE FASTENERS EGGS DISTANCE. USINGTHE COS ANGLE OLIPS WITH 1I IIIIL T'T (A)SOS' UURAWN ANCHORS ATM EGGS DISTANCE OF V GIVES AN ANCHOR CAPACITY Of W LSS WHIR IS GREATER, AND THEREFORE SUITABLE. FOR THE REQUIRED ANCHOR CAPACRYOF 521 LBS ]F',HDA¢��,Se•.NONL �J 4)FORTHE U.CLN IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANOHORICA'AORY OF 521 LBS.TPBLE I2B FORTHEVLLPSHOWS THE ANCHOR REOUIREMENTOF 531189.THE Dt1S,+IIGEN@E'•��L- i Q,:• •:�jl uW.IFAgix WALIE SFN�I CAPACTtt IS 1074 LBS WHEN USING 3 ANCHORS. WHIR IS GREATER, AND THEREFORE SUITABLE. FGRTHE REQUIRED ANCHOR CAPG NO Sam OPNINC WIvrH F0.9vERnVLMIAL ANCHORTYPEISA012STEELSCREW. 6 _ #: PROMWEADI STEPS,WR MUWONDESIR PRESSURE IS: H41.7 PSF FROM THE VERT•CALMUWON; +4170.GPSF FROM THE 30- HORIZONTAL WWONATTACHINGTO CMU; 'a �13 :. C� ^ %O' ATE .I.TOD PSF FROM THE WHORIZONTAL MULLION ATTACHING TO THE WRGV T.MULLION(WIERSEOTONI. ® R'•. (y` ;��SS� THE LOWEST DESIGN PRESSURE IS a/443 p, AND WOULGAPPLYTO ALL OFTHE MILLIONS. Y!E!o?•{1�j��� L�0 / VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEOWITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE, Of MULLIONS OR FENESTRATION s )q NAL''ti`111A �, PROOUMS,WLLA PLYTOTHEOVERALLPS BLY.FWALDESIGNPRESSUREREQUIRESTHATTHEBMHTIEMUWONANDTHEFENESTRATONPROOUCTBENSTALLEOIN q. L(/{•)AIMI pE, ACCORDANCEWRHTHEINSTA MNSPECIPWTONSIMO SPECTVESUBSTRATEBANDFENE57M PR000CTSTOMULL . u FL P.E.Y 58705 EXAMPLEG OF RECTANGULAR LOADINb: LOADING OF VERROAL MULLION GILLOF WNDOWS NOT ANCHORED LMING OF VTiRTiCAi. MUWON SILL OF W INOOW5 NOT ANCH OMO t i AN LOADING OF VERTCAL MU W ON MH INTERSE(MMG HORIZONTAL MULL LOADMI30F HORZONTALMUWON MHINTERSECTINGVEFRIC NULLIOI LOADING OF WF=AL MULLION LOADING OF VERTICAL MUWON PMCLWHINGEODOOHISNOTC WREDORMN ORED WITHINTERSECTINGHORDONTALMUW LOADING OF (2) HORIZONTAL MULLIONG LOADINGOFVERTIDAL MULLION EXAMPLES OF TRAPEZOIOALTFAJGULAR LOADING' 100, DINGOFHORROMALMU HR nADING OF HORIZONTAL MULLION 00000, ail �i� I DINGOFVERTICALMUW N PN N 8 Z V O ¢ p O SMH 4 PRODUCT REVISED IN pryryII gg the PIoHJs BYI Codo w-Ne. 17-0630.01 HO" fpi.H.. Dutn 05/26/2021 LOADINGOFHORRONTAL MI'A a Product Control MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONSOFWPIGAL FW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN. MAY BE E)(TFUWOIATED FROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT ANY LY/yN r�r BE DETERMINED• USE RECTANGULARLOADING. a •• • M �` ''•VOE044.*.. 3)SEEPRODUCTVAPPROVALFOR 587W *� ACRINMA Oitwr IONG. p' 1 ���•.. TA J7 lVit,: .: ","ONAL 6 LOADING OF HORIZONTAL ,, A LATNNINIMIEA.' P.E. MULLION FL P.E.D 58]05 I If)-©a.ao MIAMI•DADE1' nIIANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Wwrii, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww i.miamidadc.mrvlccnnonty GAF I CampusDrive SCANNED Parsipanny, NJ 07054 BY SCOPE: St. Lucie County This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. 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: GAF Leak Barriers and Roof Deck Protection 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 revises NOA 13-1 104.11 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigcra. f NOA No.: 14-0915.02 MIAMI•DADE COUNTY ...� , E m[i Date: 02/21/18 l Date: CU Pagof • ROOFING COMPONENT APPROVAL Category: Rooting Sub -Category: Underlayment Material: SBS/Polypropylene/Asphalt PRODUCTS DESCRIPTION: - Test Product Product Dimensions Specification Description WeatherWatch" 36" x 50' rolls ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Mineral Surfaced Leak 36" x 66.7' rolls bituminous sheet material for use as aleak barrier Barrier underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rain shield. Location 92, 3 WeatherWatch`XT 36" x 50' rolls ASTM D 1970 Mat surfaced modified, fiberglass reinforced Mat Surfaced Leak 36" x 66.7' rolls bituminous sheet material for use as a leak barrier Barrier underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rain shield. Location #3 StormGuard' Film 36" x 66.7' rolls ASTM D 1970 Modified, fiberglass reinforced, bituminous sheet Surfaced Leak Barrier material for use as a high temperature leak barrier Manufacturing underlayment in sloped roof assemblies. Location #2 Designed as an ice & rain shield. LibertyT"' SBS Self- 39 %" x 66' rolls ASTM D 1970 Self -adhering SBS roof membrane. Adhering Base/Ply Sheet Manufctcnuring Location #2 UnderRoofr" 2 39 Na" x 67.8' rolls ASTM D 1970 Self -adhering reinforced membrane of SBS Polyester -Surfaced modified asphalt with polyester surfacing for use Leak Barrier with asphalt shingle roorassemblies. Roof slopes Manufacturing oft:12— 12:12 are acceptable as indicated by Location 111, 3 local codes and manufacturer's installation instructions. UnderRoof "HT High Temperature Leal: Barrier Manufacturing Location 43 MIAMMADE COUNTY 39= /s" x 61.0' rolls ASTM D 1970 Self -adhering reinforced membrane of SBS modified asphalt with polyester surfacing for use as a high temperature underlayment in sloped metal and asphalt shingle roof assemblies. Roof slopes of 2:12 — 12:12 are acceptable as indicated by local codes and manufacturer's installation instructions. NOA No.: 14-0915.02 Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Deck-ArmorT61 54" x 222' rolls ASTM D 226 A UV -stabilized polypropylene breathable Premium Breathable 48" x 100' rolls Type ll underlayment. To be used for roof deck Roof Deck Protection protection as an underlayment in sloped roof Manufacturing assemblies. Location #4 Tiger Pawl" Roof Deck 48" x 25W rolls ASTM D 226 A UV -stabilized polypropylene non -breathable Protection 48" x 100' rolls Type ll underlayment. To be used for roof deck protection Manufocturing as an underlayment in sloped roof assemblies. Location #5, 8, 9 FeltBuster'o High- 48" x 250' rolls ASTM D 226 A UV -stabilized polypropylene non -breathable Traction Synthetic Type i underlayment. To be used for roof deck protection Roofing Felt as an underlayment in sloped roof assemblies. Manufacturing Location #10 Shingle -Mate?' Roof 36" x 144' rolls ASTM D 226 Fibergass-rein forced asphalt felt underlayment. To Deck Protection Type 1 be used for roof deck protection as an Alantfac/uring underlayment in sloped roofassemblies. Location 116, 7 NOA No.: 14-0915.02 MIAMI-DADE COUNTY Expiration Date: 0221/18 ,..M Approval Date: 09/10/15 Page 3 of 8 MANUFACTURING LOCATION: 1. Fresno, CA 2. Mt. Vernon, IN 3. North Branch, NJ 4. North Bay, Ontario S. Mission, British Columbia 6. Pryor, OK 7. McGregor, TX -8. Qingdao, China 9. Charleston, SC 10. Spartanburg. SC EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Intertek "resting Services NA Ltd. 3077464-01 ASTM D 1970 08/23/06 3090131 Wind Uplift and Self Sealability 08/23/06 100258583COQ-OIOA ASTM D 226 "type II 01/11/11 100673818COQ-003 ASTM D 226 Type Il 06/13/13 10157289000Q-005 ASTM D 226 Type 11 04/17/14 PRI Construction Materials RGM-023-02-01 ASTM D 4798 05/16/07 Technologies, LLC. GAF-112-02-01 ASTM D 226 Type Il 03/15/06 GAF-238-02-01 ASTM D 1970 03/03/10 GAF-323-02-01 ASTM D 1970 11/30/11 GAF-324-02-01 ASTM D 1970 11130/11 GAF-325-02-01 ASTM D 1970 11/30/11 GAF-326-02-01 ASTM D 1970 11/30/11 GAF-275-02-01 ASTM D 1970 I1/11/10 GAF-344-02-01 ASTM D 1970 04/23/12 GAF-339-02-01 ASTM D 226 Type 1 03/14/12 ELK-311-02-01 ASTM D 1970 09/11/07 GAF-446-02-01 ASTM D 226 Type 1 09/26/13 GAF-518-02-01 ASTM D 226 Type 1 06/04/14 NOA No.: 14-0915.02 NIAMMADE COUNTY Expiration Date: 02/21/18 Approval Date: 09/10/I5 Page 4 of 8 K APPROVED ASSEM BLIES: Deck Type 1: Wood, non -insulated Deck Description: 1 62" or greater plywood or wood plank System E (1): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: Two plies of ASTM D 226 Type 1 or Shingle -Mate Roof Deck Protection OR one or more plies of ASTM D 226 Type 11, Deck -Armor" Premium Breathable Roof Deck Protection, FeltBuster'" High -Traction Synthetic Rooting Felt, or Tiger Pawl" Roof Deck Protection with a minimum 4" side lap and a 6" end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape (follow the tape's manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneneis. Membrane: One or more plies of WeatherWatchi 'Mineral Surfaced Leak Barrier, WeatherWatcha1XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, or LibertyTM SBS Self - Adhering Base/Ply Sheet membrane with a minimum 3" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with WeatherWatch" Mineral Surfaced Leak Barrier, WeatherWatch'XT Mat Surfaced Leak Barrier, or StormGuard�' Film Surfaced Leak Barrier is acceptable. Surfacing: Approved Roofing Assembly. Deck Type 1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(2): Membrane mechanically fastened to deck. Separator Sheet: One or more plies of GAP GAFGLAS' Ply 4, GAFGLAS' Flex-PlyT 6, Rosin Paper, ASTM D 226 Type I or Type II, Shingle -Mates' Roof Deck Protection, Deck-ArmorTM Premium Breathable Roof Deck Protection,PeltBuster9' High -Traction Synthetic Roofing Felt, or Tiger Paw' Roof Deck Protection loose laid. Membrane: One or more plies of WeatherWatch's' Mineral Surfaced Leak Barrier. WeatherWatch'eiXT Mat Surfaced Leak Barrier, StormGuard's' Film Surfaced Leak Barrier, or LibertyTM SBS Self. Adhering Base/Ply Sheet membrane mechanically fastened with a minimum 3" side lap and a 6" end lap to deck through the separator sheet with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. in the field of the roll. Surfacing: Approved Roofing Assembly. NOA No.: 14-0915.02 Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 5 of 8 Vol Deck Type 1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System E (3): Anchor sheet mechanically fastened to deck, membrane adhered. Secondary Water Install a minimum 4" wide WeatherWatchYMineral Surfaced Leak Barrier, WeatherWatch'XT Barrier: Mat Surfaced Leak Barrier, or StormGuardl'Film Surfaced Leak Barrier membrane over the (Optional) joints of the plywood roof deck prior to installation of the base sheet. Do not overlap end or side joints. All side and end laps should be butted firmly side by side, flush with each other but not overlapped. Do not leave the WeatherWatch i Mineral Surfaced Leak Barrier, WeatherWatch® XT Mat Surfaced Leak Barrier, or StormGuard't' 1 ilm Surfaced Leak Barrier membrane exposed for more than 30 days without a roof deck protection underlayment protecting the secondary water barrier. Base Sheet: Two plies of ASTM D 226 Type I or Shingle -Mate Roof Deck Protection OR one or more plies of ASTM D 226 Type II, Deck-Armorm Premium Breathable Roof Deck Protection, FeltBuster High -Traction Synthetic Roofing Felt, or Tiger Pawl" Roof Deck Protection with a minimum 4" side lap and a 6" end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rotes 12" o.c. in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based seam/cover tape or an approved waterproof cloth duct tape (follow the tape manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent min or snow from entering at the fasteners. Surfacing: Approved Roofing Assembly. Deck Type 1: Woad, non -insulated Deck Description: 19/2" or greater plywood or wood plank System E (4): Anchor sheet mechanically fastened to deck, membrane adhered. Base Sheet: Two plies of ASTM D 226 Type I or Shingle -Mate Roof Deck Protection OR one or more plies of ASTM D 226 Type 11, Deck-Armorn`lPremium Breathable Roof Deck Protection, FellBuster' High -Traction Synthetic Roofing Felt, or Tiger PaNW ' Roof Deck Protection with a minimum 4" side lap and a 6" end lap mechanically fastened to the deck with approved nails and tin caps 6" o.c. at the laps and four staggered rows 12" o.c. in the field of the roll. If roof is exposed to rain/snow, tape all end and side laps with approved butyl adhesive based scam/cover tape or an approved waterproof cloth duct tape (follow the tape's manufacturer's installation instructions). Always apply tape over all fasteners at the center of the roll or the end laps to help prevent rain or snow from entering at the fastneners. Membrane: One or more plies of StormGuard' Film Surfaced Leak Barrier, UnderRoofu`r 2 Polyester - Surfaced Leak Barrier or UnderRoofo" HT I figh Temperature Leak Barrier membrane with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Surfacing: Approved for Metal roofing (StonnGuard'x' Film Surfaced Leak Barrier, or UndcrRoofn'° HT High Temperature Leak Barrier). Slate, and Asphalt Shingle assemblies. MIAMFDADE COUNTY NOA No.: 14-0915.02 Expiration Date: 02/21/18 Approval Date: 09/10/15 Page 6 of 8 LIMITATIONS: 1. Fire classification is not pact of this acceptance. 2. WeatherWatch10 Mineral Surfaced Leak Barrier. WeatherWatch" XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, LibertyTM SBS Self -Adhering Base/Ply Sheet, UnderRoof" HT High Temperature Leak Barrier, Shingle -Mate'° Roof Deck Protection, Deck -Armor" Premium Breathable Roof Deck Protection, FeltBustee High -Traction Synthetic Roofing Felt, and Tiger PawT" Roof Deck Protection shall not be used as roof tile underlayment. 3. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch"XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, LibertyTM SBS Self -Adhering Base/Ply Sheet, UnderRoof` 2 Polyester -Surfaced Leak Barrier, UnderRoof" HT High Temperature Leak Barrier, Shingle -Mate' Roof Deck Protection, Deck -Armor" Premium Breathable Roof' Deck Protection, FeltBuster' High -Traction Synthetic Roofing Felt, and Tiger Paw"' Roof Deck Protection shall be installed in strict compliance with applicable Building Code. 4. WealherWatch' Mineral Surfaced Leak Barrier, WeatherWatch" XT Mal Surfaced Leak Barrier, StormGuard'w Film Surfaced Leak Barrier, LibertyTM SBS Self -Adhering Base/Ply Sheet, UnderRoof" 2 Polyester -Surfaced Leak Barrier, UnderRoof' HT High Temperature Leak Barrier. Shingle -Mate Roof Deck Protection, Deck - Armor" Premium Breathable Roof Deck Protection, FehBuster' High -Traction Synthetic Roofing Felt, and Tiger Pawl" Roof Deck Protection membranes shall be applied to a smooth, clean and dry surface with deck free of irregmlariti8. 5. WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced Leak Barrier, StormGuardO° Film Surfaced Leak Barrier, LibertyT"' SBS Self -Adhering Base/Ply Sheet, UnderRoofn" 2 Polyester -Surfaced Leak Barrier, UnderRoof"" HT High Temperature Leak Barrier, Shingle-MaleQO Roof Deck Protection, Deck - Armor"'. Premium Breathable Roof Deck Protection, FeltBuster''' High -Traction Synthetic Roofing Felt, and Tiger Paw"" Roof Deck Protection membranes shall not be applied over an existing roof membrane. 6. WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch" XT Mat Surfaced Leak Barrier, StormGuard' Film Surfaced Leak Barrier, LibertyTM SBS Self -Adhering Base/Ply Sheet, UnderRoof' 2 Polyester-Surlbeed Leak Barrier, UnderRoof" HT High Temperature Leak Barrier, Shingle -Mate"' Roof Deck Protection, Deck- ArmorT" Premium Breathable Roof Deck Protection, FeltBustet'v' High -Traction Synthetic Roofing Felt, and Tiger Pawl" Roof Deck Protection shall not be left exposed as a temporary roof for longer than 30 days of application. 7. WeatherWatch' Mineral Surfaced Leak Barrier, WeatherWatch" XT Mat Surfaced Leak Barrier, StormGuardx Film Surfaced Leak Barrier, LibertyTM SBS Self -Adhering Base/Ply Sheet, UnderRoof" 2 Polyester -Surfaced Leak Barrier, UnderRoof"" HT High Temperature Leak Barrier, Shingle -Mate Roof Deck Protection, Deck- Armor"M Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic Roofing Felt, and Tiger PawT" Roof Deck Protection may be used with any approved roof covering Notice of Acceptance listing WeatherWatch" Mineral Surfaced Leak Barrier, WeatherWatch' XT Mat Surfaced Leak Barrier, StormGuard" Film Surfaced Leak Barrier, LibertyT SBS Self -Adhering Base/Ply Sheet, UnderRoof" 2 Polyester -Surfaced Leak Barrier, UnderRoof"I HT High Temperature Leak Barrier, Shingle -Mate" Roof Deck Protection. Deck - Armor" Premium Breathable Roof Deck Protection, FeltBuster High -Traction Synthetic Roofing Fell, and Tiger Paw" Roof Deck Protection as a component part of an assembly in the Notice of Acceptance. If WeatherWatch`" Mineral Surfaced Leak Barrier, WeatherWatcVXT Mat Surfaced Leak Barrier, StormGuardo Film Surfaced Leak Barrier, Liberty""' SBS Self -Adhering Base/Ply Sheet, UnderRoof"' 2 Polyester -Surfaced Leak Barrier, UnderRoot" HT High Temperature Leak Barrier, Shingle -Mate" Roof Deck Protection, Deck -Armor"' Premium Breathable Roof Deck Protection, FeltBuster" High -Traction Synthetic Roofing Felt and Tiger Pawl" Roof Deck Protection are not listed; a request may be made to the Authority Having Jurisdiction (AI-IJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail NOA No.: 14-0915.02 MIAMI-DADECOUNTT Expiration Date: 02/21/18 r Approval Date: 09/10/I5 "" Page 7 of 8 LIMITATIONS: compatibility of the products, wind uplift resistance, and fire testing results. 8. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. Install when temperatures are 45' F and rising. 9. When applying the membrane in the valley, start at Ute low point and work to the high point, rolling the membrane from the center outward in both directions. -10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. Wherever the adhesive back of UnderRoof"' 2 Polyester -Surfaced Leak Barrier, or UnderRoofr' HT High Temperature Leak Barrier comes in contact with polyester surfacing such as end laps, penetrations, and flashing material, it must be set in a 1/8" troweling of an approved ASTM D 4586 Type I roofing cement. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturers name or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE MIAMI-DAMCOUNTY NOA No.: 14-0915.02 Expiration Date: 0221/18 Approval Date: 09/10/15 Page 8 of 8