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IMPACT WINDOW INFORMATION
SCANNED C Doti nisi By Impact Windows & St. Lucie County 6402 SE Federal Highway Stuart FL34997 - Property Information Owner: Robert Fontana Address: 9490 SE Ocean Drive 214 Jensen Beach, FL Storm Protection Vc E: CRC1331273 RECEIVED MAR 14 2010 Pe S . Lucle CounDeatnent PH:772-40e-010o q4o US Highway i FAx:888-833-o167 Stuart' FL 34994 ] Building Information Wind Zone: 170 MPH. Exposure Category: D Minimum Building Dimension: 6 fr. Mean Roof Height: 90 ft. Risk Category: III Design Pressure Calculations Opening Number Location Zone Device Width (in) Device Height (m) Device Elevation (fr) Max Positive Pressure (psf) Max Negative Pressure (psf) I Int 26 50 30 49.0 -57.3 2 Int 59 50 30 48.9 -57.2 3 Int 26 50 30 49.0 -57.3 4 Int 7 49.0 -57.3 5 Int 7 49.0 -57.3 / %p�pP14 P Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code. Page 1 of 1 0— y `Don nc7 l Impact Windows & Storm Protection Llca CRCt331273 64o2 SE Federal Highv y Sbmrp FL34997 PH:772408- 200 FAX: 8888;;-oi67 Izi-GL4 1740 U5 Hlghway t Property Information F Building Information Owner: Address: Robert Fontana 9490 SE Ocean Drive 214 Jensen Beach, FL Wind Zone: 170 MPH. Exposure Category: D Minimum Building Dimension: 6 ft. Mean Roof Height: 90 ft. Risk Category: III Design Pressure Calculations Opening P g Number Location Device Zone Width (in) Device Height (in) j Device Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 2 - Int 26 Int 59 --- — 50 50 30 30 49.0 48.9 -57.3 -57.2 3 Int 26 50 — 30 --- 49.0 --- - - .—._-_57.3 - - - 4 Int - 7 49.0 -57.3 5 Int — 7 49.0 -- -57.3 ga:�O/uv--r> z-�e-le Prepared in accord=e wlrk: ASCE 7.10, Chaprer30. Wind Loads - Componenu and Cladding. Sth Edition (2014) Florida Building Code. Page 1 of 1 I Fal - oayg to`Dori reel i Impact Windows & Storm Protection Lk6: CRCt33t=73 6402 SE Federal Highway Stuart, FL34997 Information Owner: Robert Fontana Address: 9490 SE Ocean Drive 214 Jensen Beach, FL PH:772y08-0200 FAX: 888-833-ot67 MAR 141010 �uel Pe�taLu �cunr ent St. e t74o US Highway t Stuart, FL 34994 Information Wind Zone: 170 MPH. Exposure Category: D Minimum Building Dimension: 6 ft. Mean Roof Height: 90 ft. Risk Category: IB Design Pressure Calculations Opening P g Number Location Zone Device Width (in) Device Height (in) Device Elevation (ft) Max Positive Pressure (psf) Max Negative g Pressure (psf) 1 Int 26 50 30 49.0 -57.3 2 Int 59 50 30 48.9 -57.2 3 Int 26 50 30 49.0 -57.3 4 Int 7 49.0 -57.3 5 Int 7 49.0 -57.3 1001-oz9 ST. LITCI£ COVN REVIEWED FOR DATE 3126/1R lTT- PLANS AND PERMIT MUSBE KEPT ON JOB OR NO INSPECTION WILL' BE AIADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO l COMPLY WITH ALL APPWCA RIA CASES, CONCEALED FASTENERS OR ATTACHMM ARE THE RESPONSISIM OF THE CONTRACTOR OF RECORD y+ a. 11 t 'J t• 3z / <� Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 6th Edition (2017) Florida Building Code. Page 1 of 1 Page 1 of 2 Of i '. .. ? r(nInd I Nt x: .. x1= NFRC Report - . � •- Sales Ostler # 1120SSS e_,.. PO Number. Fontana: Robert Job Name: Fontana, Robert w ,.pabnduseneseam Job Address. Line # Item Description Quantity Location l 0001 MULTII10.X4 PART MU, ART UNITS Ordered: 1, 2, 3 �1.001 N0.X4925X.,5400,TR,MTCH COL.B.NJ,.625FLANGE,V4.12.1/4 COL 1.00 .0,TRTI- BEGIN MODEL SET 001 Seder: 5400D000 Combination Configuration: TR Unit i (Bottom Lest Unit): SH5400 i Unit 2-PW5420 L Continuous Shape Multi -Part: N Unit 3. SH5400 Frame Type:.525-FLANGE t - - Assembly Options_ MTCHCOL dth Equal or Iii2. V4 WWidth: 3* a...,x - Send MNUs): Y Mull Pan Seiamm MULUCVPiCLPS Sae Slactien: ACTUAL Widih: 110.0000 Heigh: 49.2500 Veniral Mull: 1 25X3.25X 625 • Vertical Mull (2): 125X325X.625 Frame Color. Stones ExuariorMfiite Interior Glass Cdw.. CL Bwung Options N 0001 SH5400 VINYL SINGLE HUNG 5400 Ordered: 1, 2,3 12.00) MULL EXTANT COVERS &CLIP SET,., 26.675X49,25X..STD.5l6' 1,00 FLBN$EQUALIG,CL,ARG,ES Max,NO GRID.DBL,SVtrEP1816K- INSTALLED,CMFRT LFT HNDL,.x. CeArf.caucri Type: MIAMI NOA Selection: 18A714.04 Frame Tym:.625FLANGE Vert: Configuration: EQUAL Window Style: STD Size Selection: CUSTOM Size Ref: ACTUAL Actual Size: 25 718 X 49 114 Rough Masonry.20 518 X 50 114 Wood Frame: 27 118 X 49 V2 Egress: 22 518 X 19111 (3.137 SOFT) Frame Color. Bronze Exte,mrMd:he Interior Does unit need to meet Turtle Code: NO Glass Family; Insulating Glass:314' IG (118 AN- 112 ARG-118 AN) Argon Gas: ARGON Glass Color. CLEAR tax E: ENERGY SHIELD MAX Privacy Glass, NONE Grid Type: NO Grid Sprees Type: 1816 Charcoal Screen Frame Type: ROLLFORI.1 Another Group: C.SH5400 Boxing Options: None Vent Latch: N - Contort LI t: Y Lift Rod: N WOCO. N Lock Type: Sweep Latch Reird. Upgrade; None Ac. Glass Breakage: N Upgrade Hardware Finish: N • Vent Ht; 24.2680 CARM 16.0714.04 PosdiveDesign?,essure: 50.O000 NegattwDesignPressure: 100.0000 PANumber. FL-239 EnergyStar. 1230000 CondensaOonResisianw: 60.0000 OF 0.2900 SolwHealGalnCcett: 0.2100 VT: 0.4900 VrCOG; 0.6400 0001 PW5420 PP15420 VINYL PICTURE WINDOW Ordered: 1, 2, S (3.00) MULL EXT/INT COVERS & CLIP SET... 53,75X49.25,518' 1.00 FL,B/W.IG.CL,ARG.ES Max,OUTSIDE GLZ.NO GRID, x. Certificalion Type: MIAMI NOA Selection: 17-0614.08 Frame Type; .625FLANGE Sae Selection: CUSTOM Size Ref: ACTUAL Actual Size: 53214 X 49 1/4 Rough Masonry Opening: 55 12 X 50 1/4 Wood Frame Opening: 54 X 49 12 Frame Colon.. Brome ExteriorMTSe Intoner Does unit need to meet Turtle Code; NO Glass Family. Insulating Argon Gas: ARGON Glass: 718'IG(3116 AN-12 ARG-W16 AN) Gass Color. CLEAR Low E: ENERGY SHIELD MAX Privacy Glass NONE Grid Type: NO Grid Boxing Options:. None Ace Gass Breakage: N CARM 17-0614-08 Postiv DesignPressuri 52.1000 NegadveDesign?ressute: 69.1000 - - PANumber. FL 243 EnergyStar. 123-4.0000 CondensationResisance: 62.0000 UF: O.2500 SolarHeatGainCoeft: 0.2300 Vr: 0.5300 VTCOG: 0.6300 0001 SH5400 VINYL SINGLE HUNG 5400 Ordered: 1, 2, 3 (4.00) 1.00 http://xv-.v2.exoquote.com/exoquote2/Reporting/(S(zdpbuht3pw3xl kut0e3gzt4o))/ExoRep... 12/16/2017 Page 2 of) MULL EXTANT COVERS & CLIP SET... 26.875X49.25X.,STD.518" FLB+W.EQUAL.IG,CLARG.ES Mac,NO GRiD.DBLSV1cEP,t 816K- INSTALLED.CMFRT LFT HNDL,.x. Cead¢aton Type: MIAMI From Type; ,625FLANGE Witilm Style: STD Size Ref: ACTUAL Rough Masonry: 28 518 X 50 114 Egress: 22 5/B X 19 Vl (3.137 SOFT) Does unit need to we' Turtle Cade: NO Glass: 314' IG (118 AN- 112 ARG-118 AN) Glass Color. Cl EAR Privacy Glass: NONE Sctesn Type: 181E Charcoal Anchor Group: C.SH5400 Vern Latch: N Uft Rail; N Lock Type: Sweep Latch Acc Glass Breakage: N Vern Ht 24.2680 PosdiveDeslgnPressure: 60.0000 PANumber: FL-239 CondensabonResistance: 60. D000 SoladleatGainCoeH: 0.2100 VTCOG: 0.E400 0001 MULL MULL BARS Ordered: (5.00) ,49.25,B/W.-625FLANGF,SERIES 1.00 5400,MTCHCOL,MULLICVRICLPS.2 Product Farndy Series: 5400,0000 NOA Sele t on: 17-0630.01 Frame Typw .625FLANGE Mug Clip Oty: 2,0000 Size Selection CUSTOM Assembly Options: VTCHCOL cool MULLMULL BARS Ordered: (6.00) 49.25,BNd,.625FLANGE,SERIES 1.00 6400,MTCHCOL.MULLICVRICLPS,2 Product Famity, Senes: 5400,0000 NOA Selection: 17-0630.01 Frame Type .625FLANGE Mull Clip Cry: 2.0000 Size Sel.ccon: CUSTOM Assembly Options: MTCHCOL PO Number. NOA Selection 16.0714:04 Vert Configuration: EQUAL Ste Selection: CUSTOM Actual Size: 26 718 X 49 114 Wood Frame: 27 118 X 49 112. Frame Color: Bronze ExtenorfWnite manor Gras Famly: insulating Argon Gas: ARGON Low E: ENERGY SHIELD MAX Grid Type. NO Gnd Screen Frame Type: ROLLFORM Boxing Options: None Condon Lift Y WOCD: N Reird. Upgrade: None Upgade Hardware Finish: N CARM 16.0714,04 NegatioeDesignPressure: 100,0000 EnergyStar: 123,0000 UF: 0.2900 VT: 0.4900 1,2,3 Certification Type: MIAMI Pan Selection: MULLICVRICLPS Mull Bar Type: 1.25Y,3.25X.625 M.I. Gip Type: T-CLIPIT-CLIP Frame Color BAN Packaging Options: N 1.2.3 Certification Type: MIAMI Pan Selection. MULLICVRICLPS Mug Bar Type: 1.25X3 25X.625 Mull Clip Type T-CUP,-CLIP Frame Cola,. BnN Packaging Options: N Print Cate 12/16/2617 Page 1 at 1 http:/hyw2.exoquote.com/exoquote2/Reporting/(S(zdpbuht3pw3xl kutOv3gzt4o))/ExoRep... 12116/2017 t � Date: April 11.2017 f1[c•t,ul'i-13-,7 „,. Impact Windows & Prepared By: PatrickNrolfe 772-332-3396 Storm Protection To: Robert Fontana 9490 SE Ocean Drive #214 Jensen Beach, FL 3N % %— QD / ProposaL•1 rProvide and 1nStoll all Impact Products for ( 1 mtlows Includes Nat mate _---------------.Estid rime fore .._-_.__.__.... R [ Stae !Detcdpffon (SH/HR/CASE/FIXED/AWN/SG 6402 SE Federal Hwy, Stuart, FL 34997 1740 NW Federal HAvyb Stuart, FL 34994 PH: 772-40&0200 FAX: 888-S33-0167 Email: servicegodonnelLstorntpmtection.com Customer understands that O'Donnell Impact Windows Does not paint Does not handle alarm systems Does not move furniture or window treatments away of als Debris. j — ---- ..._..._._.._._. _ _,_,.,._._.._ ..__...__.............. 14 16 17 23 24 25 100 , Mull Bar LnstcNal Instal:ofion of t3ew Praducf Acceptance: ,% Aacipted.By: /�/ ���1., a� rl13 / ] raw Date Accepted By S Deposit $1,725_50 'DonnellImvact Windows l Date Terms and Conditions: This estimate is for completing thejob described above, based on our evaluation. Any unforseen condiffons such as: mold, mildew, wood rot, major stucco 8• drywall repair, replacement of marble silk and/or inferior trim. any painting THANK YOU FOR YOUR BUSINESS E-It3AL- it :�� MIAMIDDADE MIAMI-DADE 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 www.miumidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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. SCRIPTION: Series "SH-5400"PVC Single Hung Window —N.h APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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. SIZE IMPACT RATING: Non 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 NOAtr 16-0714.04 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. 90 NOA No. 17-0630.06 rtwnroAoe courrrr Expiration Date: July 30, 2020 Approval Date: November 30, 2017 I Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Ne.15-0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, 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 Au 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® NXTTM 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. 16-0714.04) 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 Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t6 Edition (2014). dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 WTI j lm Inv wirmY.Yll:7:�`►r 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Pere Product Control Eyaminek NOA No. 17- 63 6 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (co, TiwuED) 1. 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. 2. 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 04,116,20. 3. 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 61 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. 15-0519.06) 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.17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400" PVC Single Hung Window - N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel �506 E. Product Controer NOA No. Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 ANCHORAGE EXAMPLE FOR ,L 28-1/0'MAX. O.C. RADAIS-TOP / \ 12'MA%. FROM HEADER(SIM. FORALI) ORALL FRAME SEAM WIHW // I B. SEE SHEET3 3P MAX O.C. _1TM EQUALLY I SPACED / ANCHORS PER TABLES Ai / G x 44/% ESPA / AL ED /ANCHORSPER TABlES657 I / 21.W /~ ANCHORAGEEKAMPLE DESIGN PRESSURE RATING IMPACT RATING 52-1/8-MAKBUCKWEITH MAX O.C. FOR ARCH -TOP VARIESPERREINFORCEMENT NOT RATEWOR HEADER(SIM. FOR ALL �L SEE SHEETS&t IMPACT RESISTANCE 30' 12' MAX. / / _ WIND)WTYFES) TH IV MAX. FROM 62 1/0' MALL SEE SHEETS M1-114• t2•MPIC / FRAME SEAM D. SEE 08B I j FLCE°VISD T SHEET LIGHT WIDTH B. SEE I-F 30' MAX. D.C. +-L12'NI C,SEEr- FIXED SHEET3 —mil SHEET4, /VISIBLE —r A,SEE - Ip MAX LIGHT 17-T/B'MAX. O.C. sxEfT3� / / HEIGHT �_ EQUALLY / 71W MAX.O.C. / 81.7 SPACED MqX ANCHORSPEII O ea' 0 / BUCK TABLES 6IS7 82' O BULK - HEIGHT MAX HEIGHT WN x -- /� 10 O.C. X ^ 10' Mq%.IO.C. HEIGHT X Q pl 1 ]6 ISASH 134IM'MAX. O.C. EQUALLY I t3-Ld•MAX. O C. �F y//T VISIBLE T SPACED L--- --� SEE } / LIGHT ANCXGR9 PFA /y/ 11 SHEETS J L NSIGHT A l TABLESBBT i 1 A 888 G &1Q' MAX 8-11? MAK. B \� a NOANCHORSATSILL SEESLL WEEP- B NO gNCXORSATSIU_ --I SfE51LL WEEP Of-- 1-1/4' SEESILLWEEP- 62-0IB'MA%. BUCK WIDTH I�1-NOTC DETWAIIUS, UGHTWDTH NOTCH DETAILS, 52-IlWMAX.BUCKWDTH r�NOTOHDETALS. NOTCH DETAILS, SHEET3 LGHI'NA°1H SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN TV HEIGHT SEE TABLES 4-7HEIGHT SEE TABLES 4-7 {SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DE51UNEP A TESTED TO COMPLY WITH WE QUIUIRWEWS OF THE FLORIDABUILDING CODE. INCLUOINGTIEHIGHVELOCITYHURRICMEZONEQM IL GENERALNOTES............... ..........................1 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND BORNE DEBRIS REGIONS. 3) FOR MASONRY APPLICATIONS IN MIAMIDMI. ADE COUNTY, USE ONLY MUOABE COUNTY APPROVED MASONRY ANCHORS MATERMLS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS ............._...................._....................Z 1 ASTM CRB CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. MI PER ANCHOR TYPE. FRAME, GLASS 8 ANCHOR OPTIONS.__.__.._ 4)ALL WOOD BUCKS LESS THAN I-I/2' THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, FLANGES FIN ALGHMNEL_4 DEPICTED AB ZXARE I-IR- THICK OR GREATER IX AND 2X BUCKS (MEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO WE STRUCTURE NOW BUCK DESIGN INSTALLATION,INTEGRALFINBJ-CHANNEL...5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (ECR)OR ARCHITECT OF RECORD. (AGRI. DESI Np DETAILSES..................__..............._...5 S ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN. EMBEDMENT. INST.ANCHORS OESIGNPRESSUITNESL....................................... 8.7 ANCHOR QUANTITIES ..............._.._................... BA ND IS SHOULD RESEALED. OVEMLREQUIRED ATE AC IANCHO LOCATION FORMERE RESISTANCE OFT FLUSH TO THSHMLBE TE. USE SHIMSCAABUEBETONDTHE RINGAPCOPE FTHESENDE. INSTRUCTIONS. EXTIEMBLY&PROFILES RTSLI T.........._....-..._._.___. 10 6)1A'MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTIE SUBSTRATE. USE SNIMSCAPABLE Of TRANSFERRINOMPLIED L°ADS. ASSEMBLY 6PART5 LIST.. 7) DESIGN PRESSURES: A NEGATIVE DESIGNLOADS BASED ON WATER TESTA ESSURAND .STGLASS TESTING GAND CODES 017 FLORIDAARDSUSED: B. POSITIVEDESIGNLOADSEASED LL WATER TEST PRESSURE. Si0.UCNRPITESTNO AND OLA955 PER ASTM E1300. -2014 FLORIBUILDING CODE(MC), SW EDITION C. DESIGN OPLAG ARE BASED ON OWN HAW A B STRESS DESIGN, TO RE e2014 FLORIDA BUILDING CODE (MC), 5TH EDITION BI THE ANCHORAGE METHODS SHOWN IS PRODUCT.EEN THE 1.6 LOAD DURATION THE WINTORW S UCORRESPONDINGEDFOR TO WE EVALUATION OF AN DESIHORS INTOPRESSURE.ANIS I3GIJ3% HORSTHAT ESS COMEIWOCO CONTACT -MSVAF&PAN WIT OTHER, IS IN THE MAGNOFTHM LL MEETT. EREQ IREMENRATIONEFLOR WASWING R EFORCORROSIORESIST N INTD WOOD.ANCHORS THATCOMEINTOCONTACT eANSVAFBM DESIG MANUAWOOD CONSTRUCTION WITHHLSUR DISSIMILAR MEE MIN. N WEREQUIREMENTSFLORIDA FLORIDA FORCORROSIONCODE RESISTANCE. eALUMiNUM DESIGN MANUAL. ADM-2015 PRODUBTREVTSFD B) METAL SUBSTMTE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENTFLORIDBUILDING CODE AM TO BE REVIEWED BYTNE AUD10RItt HAVING JURISDICTION. es mmgp,e.:lAlHa FIrsMA 10)REFERENCES: TEST REPORTS F7t,7864; ELCO ULTRACON NOq ELCO CRETEFLEXNOA; ELCO AGGRE-GATOR NOA; ENERGI WINDOW MID DOOR PROFILES, LTD WHITE A BRONZELIGWER 'AISI 510-10 Dui P..Ne SNADESOFCAPCOATEDPVCEXIRUSIONNONS;NATIONAL°ESIGNSPECIFICATIONFORWOODCONSMUCTION•ANSVMBPANDS B ALUMINU HSIGR AL eAISC 36010 Aarnbnw No- D. O(o�O 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. t ONY NN 7 RMAm: Ib Dne 7 .`'1jcEruS"��! ''; UPDATED TO FBC 2017. - JR - By Mi USER INSTRUCTIONS: F•''.! MImU aleP.04Pn 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGNPRESSURE REOUIREMENTFROMMCE7. ` *• ND. SKIDS 05IO5I17 2) DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3A000RDINGTOTHE INSTALLATION CONDITIONS. _ #;*- 3) KNOWING YOUR GLMINO OPTION (TABLE I), WINDOWCONFIGURATION AND SIZE DETERMINE YOUR WINDOWS DESIGN _�: = MxHPIIwr: D:Pen by: PRESSURE FROM TABLES A OR S. IT MUST EQUAL OR EXCEED WE DESIGN PRESSURE REQUIREMENT FORTHEWINDOW / �` 1070TECHNOLOG(DRNE GENERAL NOTES & ELEVATION JROSOWSKI OPENING OBTAINED IN STEP 1. p 6 �' 7 4) DETERMWETHE ANCHOR QUANTITY FROM TABLES B OR 7. VERIFY TIEANWOR/BUBSTRAM WILL MEET REQUIREMENTS TEO FV�� NVENILE FL34275 FOR YOUR OPENINGS CONDITION FROM TABLES Y OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -BETAKE MET. il`s''•�60RI°!,.1v(�N�� (B11H80-1800 DI/a' DIY 5)INSTALL AS PER SHEET 3 FOR WRIJ-FRAME INSTALLATION OR SHEET 4 FOR IN1ECfW. FIN INSTALLUTION. '�SAONAL E" ```�� LYsrmGxiomn SINGLE HUNG WINDOW IN - NI 05/15/15 NOTEOESIGN PRESSURE RATING DETERMINATION 15 WE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL, FLANGE, 77317I111111t1L %Ym Be3, D Senea/Modal: Smle: ShesD Omm'np No. Far. INTEGRAL FlN OR EQVALLEDrBOX). ALYNNMILLER P.E SH-5400 NTS 1 OF 12 MD-SH5400-01 B P.E.058705 CERT.OFAUTH.f10208 B.SFE SHEET3 12' MAX - + EQUALLY 17-71W MAX- O.C. SPACED ANCHORS PER -� TABLES6A1 84' - -T— MAX. IVMAX.O.C. BUCK HEIGHT �I 11314'MAX.O.C. EQUALLY) SPACED ANCHORS PER 1 TABLES 067 Glass^ Type VDexdpdon(Ltsted from Exmdorto Interior) Design Pressure TebleW ShaelW 1 3/4' I.G.: 118' A Extedor Cap + 1/2' Air Space+ 11W A Extedor Cap 4 6 2 V4' I.G.: 1/8' T Exledor Cap+ 1/2' Air Space + 118' T Exterior Wp 3 y4'I.G.:3116'A Exledor Cap+31WAlr Space+ 3116' A Extellor Cap 4 3r4'I.G.:3/16'TExterior Cap +318'Alr Space+ 3116' TExtedor Cap TABLE 3: ALLOWAaLE AN1 M VNe I XM1V VU Min. Edge Min. Croup Anchor Substrate Distance Embadmenr E 2.117 X.131-Common Nall P.T.Scud-- Fire (SG=.55) 3/w 2416' 2.12' fb O halt Reeling Net P.T. Sodhem Pire (SG=.55) wv 2-7/10' P.T. Southampton (SG-.55) 1/7 I -No" W10Tnenhutl SMS Aluminum, 60 XW 319' 0.050' (steel, I" S.S. Sled Stud, Gr. 3T 3/B" 0.0451- (10 Ga.) a 410 S.S.) Steel, A36' 3'8' 0.050' F P.T. Southern FIre (SG=.55) g/10' 139' W125M5 Aluminum, 6083-T5' XT 0.00T (.met, 1" S.S. Sled Slued, Gr. 33' 96" 0.050" o 410 S.S.) Steel, A36' 3r0" a 05V From Type. (.a Flit B) Glau Option. (.a Table 1) Frame ContiOa (.oe Rg A) Frame Shapes (ua FIO C) Installation Options mat may be used Flange (K) 1-4 Equal4Jte, O&Code4Cotlege ew & Squre/Rect., An:h-TopB Radlua-Top Thrwph the home ofIhexindow. ....into 2X Wood Frerne/BucksUlp -sheet 3, apitm 1 ....Into Concrate/GMU-aheel3, aplbn 2 .-,.thrwgl lXBuckst4p Into ConceteICMU- sheet 3, cptim3 ....Into Meld -sheet 3, option 4 Bon/ Equa W (W4) 1-4 Equd-tlte, OdeUPmAew BCohaga SquemlRecL., AmbTcp& RaGus-Tap .gfl the aome ollhew.dow...... ....Into 2X Weed FmmdBeckeldp -sheet 3, option 1 .... ire, ConcretelCMU..beet 3, op0on2 ... Ahrctih IXBuckemp Into Corc2tefMI)-aheel 3, DAUM3 ....Into Meted -ehaN 3, option 4 JChannel (WI) 1.4 Equal4lte, SquarNRecl., Thmgh6n WNW In...... ....onto MWeod FrorelBuckemp- sheet 4, option5 ....Into Metal -sheet 4, option OneVPNn!.. &Caste.. Aeh-TaP& Radius Top Through in. ,ma otthawindow...... .,,,n 2%Wood FmnelBuck.IdP-aMd 4, op5on8 ,,..Into Meted -ahest 4, opit.6 Integral Fin 1.4 ew Equal-Ute, Odel/Plmt &Cottage Squsre/Recl., AmN`TOP& Radus-Top Through in. integral In...... ....into 2x Wood FrmneSuckabip-fleet 4, option ,,,,Into Meted- once! 4. oPtIon7 Th,nme tame.. olthewindow...... ..Into 2XWa.d F.WBuCIUNp-.heal 4, opaon0 .... into Mole) -sheet 4, opUwB FIGURE A: FRAMECONRGURATIONS E � n EOUALiRE ORIEL COTTAGE _ w Y Z U O re �/� Jon �/ 0 /// J 1 9� 1 I//// 1 1 /14�'/ _ WINDOW SHAPES AS ABOVE OR SIMIIAR ARE APPROVED. SHAPES MAI BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6-e. .k No. Sa706 mllililiffrim 101FIA O I' DEG / ANCHORS RE -GROUPED. - JR - 06/06/17 1WOTECHNOLOGYDRNE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI OF I )r(V�7� N.VEMCE, FL34375 nx.: fie' A20..... •' ���� (941}180.1800 Sey'Z��-�-•�'S mmwrrroIon SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 "'of, Lj111.�` FpreLlAll@%g s.nea/No4.t sc.m 9,wn aa.tng Na. Rar. A LYNRMILLER. P.E �"o SH-5400 NTS 20F 12 MD-SH5400-01 B PE 658705 CHiT. OFAVIH.rTlBbM INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDOCTHROUGH NCRFRAME ANCHOREDTHRO CONCRME AND.% DIRECTLYINTO CONCRETEILMU, BUC SEEN INTOCONCRETPT. OPTION EDGE DISTANCE SEENOTE2THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAMEINT02XWOOD 114'MAX SHIM 1B 1/4•MA%SHIM +I -�- FRAME00.BUCNSTRIP. O BASH VISIBLE IJ- 1T SEE NOTE 2. THIS SHEET. EMBEDMENT D� 18 LIGHT - DISTANCE EDGE EDGE FLANGE FRAME pIBTANCE SHOWN 44 BALANCE SHIM • TYPE IED - TYPE. 42 WITH SPSH SHIM TW.ANCHOR TYPE' WEIGHT yp O EMBEDMENT TYP. ANCHOR TYPE EMBEDMEN EDGEAND 30 AND EDGE y EDGE EMBEDME PER SUBSTRATE. DISTANCEPER 31 DISTANCEPER a I� DISTANCE PER SUBSTRATE, SUBSTRATE, • EDGE SUBSTRATE. III SEE TABLE 2. SHEET 2. SEETABLE2.SHEET2. nEXTERIOR - DISTANCE SEE TABLE 2. 1B V 87 L\ SHEET 2. FIXED WS IBIS 4 U 18 NOT EQUAL FIXED 20 OPT. SASH TOP D 1 FLANGE VISIBLE JLIFT RAIL FRAME I 2 _ IL LGGM SHOWN f" BUCK WIOM FRAME FRAME FOR ALL WINDOWS: NOTES: HEIGHT 1ANWOR®3.55- 1USE ONLY HORIZONTAL SECTION A -A SHOWN 49 21 48 FRAMEND CENTEDAND AT SUBSTRATE -APPROPRIATE O OI ANCHORSUSTEDONTAEL 2. 22 FOR WINDOWS SHEET 2 FOLLOW EMBEDMENT AND T3 OVEN 38'WIDE: EDGE DISTANCE LIMITS. PNY DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. D ADDAOUMONAL EDGE (STANCEION LIMITS.TION MY NIMY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE2SHEET2. INSTASCREWS ®18318' d5 48 d] WENDED ON ANY SIDE OF THE 14 38 FROMO. WINDOW. FORORWINDOWS WITH 114•MNL �..I O SHIM 410 OR 012 STEEL 1/4•MAX. a O BOTTOMADOADDS USEDI O ANCHORS MAY BE --..{ HEIGHT W 16 SCREWS@MIT SELF-DRILLING5),SEE SHIM USED INTO W000 AS PER 2, MOM END. SMT (BLE BEE BHEET 2.-1 ALL WOOD ME 88 FROM ENO. p TABLE 2, D� SO THAN DERED 1XI ARETOBE SHEET2. DASH CONSIDERED RE OPTON LIF 1% E%IERIOR VISIBLE WOOD BUCKSAREOPTIONALIF LIGHT SUBSTRATE. UB ID INSTALLED BUCK LYTO HEIGHT SUBICTEDA MOD BUCKS L 18 OR GREATER I ARE1 XBUC CK OPT 89 USE TCH O ER (W GREATER. HAll-B XBUCKS /1 LATCOML (WHENUSED) ERLY TALL BER SIONED LOADS T L_S (2)1' 81 30 65 84 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FIANGE EQUAL INTERIOR 31 TESTELOCATION N & WE DESIGN AND URE.INSTALLATION WOOD BUCK FRAME LEGIBOX MME WEEP LOCATION:END RESPONSIBILITY IITY OF ATONGINEE SHOWN FRAME NOTCHES AT pD FROM BASH ENO. RESPONUTEUYOFTHEENGINEER _ SHOWN EACH ENO. OR ARCHITECTOF RECORD. EXTERIOR 8 3) VISIBLE LIGHT NOW OR HEIGHT INSTALLATION fvl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION PRODUCTR6VIBFU 67 OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH m mplyi�with dw Pbida EOUALAEG/80% ry—IQ �1/4'MAX SHIM BEADING TO BEPDIN0. 111111../.. INTO METAL FRAME INTO METAL BWIdvy Code FRAME SHOWN o Areepus, / r262n NY N RmNmx e. h.ro. Deft f��jj -P o......... ' BY .2r X1.25' } `�.15' •UGENSFV(�4� NO CHANGES THIS SHEET. Mlaml FrvdPe1 INS PHOLE NO ANCHORS QQ'' we vER® - REQUIRED IN VISIBLE LIGHT FORMULAS :*: '.:P FIANGEOR ND'SB7� 28T'FROM END. - • • EQUAL -LEG WIDTH - *- EACHENO. FRAME SILLS ®SASH: BUCK WIDTH-&1/l 9'� = 0.eNPBan: Orom Br ® FIXED LITE: BUCK NOW -!)'.��i';��= 10RITECHNOLOGYDRME FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI • :O,LS'.• BT lEO ]��� N. VENICE. Fl Dd2T6 �!•: HEIGHT EQUAL-LRE) "!!` '+"]ORIOP,.�' §�� (B41F400.1600 ittM VERTICAL SECTION B-B BUCK HEIGHTQ-3.15Hr �'�>,&/O gNG.`�� L�,rl,lolResorT SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 I'll .... W11L FOTIX5II4RUFAIHC. s.H.Wadd: sa. sn«e wv.+AV No. Rw: A-LYNNMIUERPE. "`"'"""��`""T° SH-5400 NTS 30F12 MD-SH5400-04 B P.E.550705 CERT. OF AVTH.Rd S INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 1 EMBEDMENT ANCHORED THROUGH INTEGRAL — EMBEOMMM FIN INTO 2K WOOD FRAME OR SUCK. STRIP. SEE NOTE 2. THIS SHEET. }CHANNEL FRAME In] SHOWN FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO a WOOD FRAME OR BUCKSHLIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. /.1 1/4- MM SHIM EDGE DISTANCE ' TYP. ANCHOR TYPE, DISTANCEBEE DPERSUB M� D v I�I I'T� SASH NSIBLE 17EMSE 18 LIGHT WIDTH r ❑ I } U Illy�ull (SCREW SHOVM)��BALVARE — EMBEDMENT jT MAXSHIM TYP. ANCHOR TYPE. EDGE TYPE VARIES - 92 WITH SASH WEIGf1T 30 EMBEDMENT MD EDGE DISTANCE PER SUBSTRATE. DISTANCE L. a 31 SEE TABOWN SHEET 2. EXTERIOR 15 INTEGRAL TYP.ANCHORTYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. O "l FIN FIXEOV151BLE 3 SHOWN 3. SHEET 2. BEE TABLE 3.SHEET 2. I�OPT, SASH TOP J-CHANNEL LIGWWIDTH SHOWN (NAIL BROWN) // LIFT RAIL FRAME 1 FORALLWINDOWS: NOTES: SHOWN' 1 ANCHOR ®3.65- - BUCKWIDTH FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C CENTER. SUBSTRATE -APPROPRIATE FORWINDOWS ANCHORS LISTED ON TABLES 263 OVER36-WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4-MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDRIONAL ANDEDGEDISTANCEUMITS.ANY SHIM L..� MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 283 SHEET2. SCREWS; @16w INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE J 35 FROM END. WINDOW. FOR WINDOWS WITH BOTTOM LOCKE: C10 OR 012 STEEL. .....1 1/d• MAX. ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SELF -DRILLING SHIM SCREWS IIJ&3n' USED INTO WOOD AS PER TABLE 2, SMS (GS), BEE FROM END. SHEET 2. ALL WOOD BUCKS LESS TABLES263. ❑Cr�— THAN 1-tn•THICKARETO SE SHEET2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1XWOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT UTCISE I(SHOTHER SUBSTRATE. WOOD RUCKS y OR BOTTOM DEPICTEDAS2XARE1-In'THICK 86 -T_ 16 LOCK(SOM OR GREATER, IX AND 2X RUCKS OPT. TESTED UNIT 3). Q 05 TESTED UNIT (MENUSED)SHALL BEDESIGNEDLOADS FIN PNDIOR (2)1' 81 30 S3 iO PROPERLY TRANSFER LOMS INTERIOR 91 LOCATION: ESIB' TO THE STRUCTURE. WOOD BUCK FLAN'.'lE. VED ,WEEP FROM SASH ENO. DESIGN AND INSTALLATION IS THE INFIELD NOTCHESAT 00 RESPONSIBILITY OF THE ENGINEER INTEGRALFIN p EACH END. I' NOANCHORS ORARCHITECTOF RECOftO. FRAME BROWN (I11 REQUIRED IN FRAME EXTERIOR INSTALLATION T SILLS IFAHCHORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTIONT15 OPTION PRODUCT RBVISED OPENING) IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO BwmNrP�3wINUe FIwm.. z% VPMAX BEADING TO BEADING. Building rude INTEORALFIN rSHIM INTEGRAL RN INTO METAL METAL (IMEGRAL FINIFIANGE REMOVED) q .Np/ - 0.�� FRAMESHOWN 1 1111111 Bamimrian rX135'wEEPHOLE o .:`pNY LY1,11v 2; Reww�: Br 3e MOVER tin 2.aT• T 'A�'1jNO CHANGES THIS SHEET. Mlmn� melmmem Cnrbd O FROMEACHEND. VISIBLE LIGHT FORMULAS- -.P TYP. AICHDRIYPE, O No. 58705 EDGE DISTANCE WIDTH � *; //� Deeelipfron: Omm 6Y' DISTANCE PER SUSSTRAT.' EMBEDMENTANDEDGE ®SASH: RUCK WIDTH•61m!..A SEETABLE3,5HEET2. —�I EMBEDMENT ® FIXED LATE: RUCK WIDTH -4w ^pq SAID /"�.; W, t1TVDEI�4M FOL13215 RIVE J-CHANNEL &INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) :.(, ., :' 40 Rpr WM: HEIGHTIEGUAL-LATE) ' --4ZORIOP;: �C(tN1}180.1800 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTn-3.1M16• ' NG om11 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ANCHORED THROUGH INTEGRAL FlN rYYI�NAL E,IVyHef�mel, SmI.: smee 3Ao.rnp Ne. RK. INT02X WOOD FRAME OR BUCX- 0.LYNNMRLEIt,P.E SH-5400 NTS 40F12 1 MD-SH5400-01 B STFUR SEE NOTE 2, THIS SHEET. P.E.g6BT06 CERT.OF AUTH.WN2B6 VVNOM. r 1/8' A GLASS- 12' AIR SPACE- 1/8' A GLASS— aEXTERIOR GLASS TYPE 1 L4•NOM I— —{ 3M-NOM. 1/8' T GLASS 3/16' A GLASS- 1/2" AIR SPACE 3/8" AIR SPACE- 1/8' T_ GLASB 3116' A GLASS- 0E RIGR aEM R10R NOM.GLASS MM 3/4-NOM. I-�- 3/16' T GLASS — 3/8' AIR SPACE- 3116- T GLASS- aUTERIOR GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 NO CHANGES THIS SHEET. TYP. GLAZING DETAIL 1 *,'� No. 66i0S *' I�� I (� k/ =AO'• �AraEo l�i[��� two TECHNOLOGYDRrve GLAZING DETAILS JROSOWSKI S AE0 'G\6- N.VENICE,R342iS OOM: RI GLAZING NOTES: i//:NAL Ea\`renHeDleao SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 'A=PNNEALEO iillf llllll\\\ CMWdRO]Ofi T=TEMPERED y�yapMS y S^�IMMMH- Sums SB5 WM87 Na 'B A LYREA som.e.e SH-5400 NTS 5 OF.12 MD-SH5400-01 B P.EMSOMS CERT.OFAl1TH. MlSL08 TABLE m•vryp• h[Ywl p RI ewmn evn nvnm.ea.yr. IVPmMI•M •A•®•^ aen mn P.P PO De.IDn Pm..um l0elllrl vN•4w&dNIdtM1 IN n-tma Y n efi tl Y 4.RS mA 1pnn• II.A• rWA ImO BIpSO WIp r-II.eM rmo aW.O IWA ®.0 ima •60➢ AWO •m0 •mA i1.0 m -1•bla Wx0 •n0 nmA rWD -1W0 LI.1 6bpq ppY. •m0 .IWA Ime •m0 dWa .m0 .Imo •xie HOa nmD •m.0 .xio •mD Imb .mn .IWo Ima .eoo aeD .nD .Ra m.m mammals .no •ma .uoW. •mn nmo .Wn Epa1Pa Ir.Mmr IWA •m0 rW0 rma eIN•tl RmM' •IrAn •m.0 -IWe rmo .ImA rmo •mA Y] rmo -xe] ebinl 1.I+an •m.0 -IW➢ •xna .Im.O •W.D 9 rma -Im0 •m0 . .m.e .Imo 0 wa .mA au ana AID axaolo �.Nbm •xiD -Imn mA .Ima ..IDo .>v n•aa.ecmtl. m. v. rxio .mo .xa.o 4 mal .Ima -Im➢ nrtmCPn+n n n .n4.. WCe61v 1<]n-IIDIe dma •m➢ amA amD -Im0 •NA •m.0 l+a mm�+sn .mA Imo .mo .mn du .mD Au �luw. �r.xlam nm .naA...m.o mA Em.lm •mo nma .mo au .ma •mo my no+l. �rY)-mala -Imo nW.o .mo du .eao au .mo YA nmo .mo .xiD a.o wmlem nmT-rule .soo -Imo .mA -Imo .m ANT axa �u mo w.e g .ua.e�me o •».e re .wc • al.e 2 cumamv.v. raen.aum Imo rmo nmo rmD Ave -n.l rmo wa eR.l4 ]]an.mma -IWn mD .]W.e .xio amD nmo •nD as •mo � Y m n. nme .na .m nme au u rmo av { some nnn-mns I. en-n"e .mn •m.e me no .mD -mo nma nmo mD .m0 .Im.D Ne .mo nn a0A .eao rme as p ma ar.l weeln IxnD-unle nme .mD Au .no .m.o e.•n.a nan.lxals .mD .Imo •no •mD aar .mD W,-j au •mD ma .m.D a< m. -xa rmo me .na •mD m+ •no elwenma. n.nmle .DAo ae ma .mo au •mD eae•m men.aule •mo nmo •ma •m.D nmo m] m] .mD eweaiae. nen.men .mn nW.e me .mA m+ Y.e n mmoele n.mele xran-aasu .nD .mo mp dxo .mo ma .nD as .ma me •mAl..rmo •mD as •mo cee ma Nbn.11dle #A •nU •mA mA r-nAla m0 •m0 ma •mn m-vne ere axo me .mD ceo •ma mD mei mmo-a .IWr ma .m.a .mo .u�� rmo OADv6a• evn. ms0 .mo .mo •ma .D. .mo ce] .mn ]ran. rnD .no �m] .mD .mn au m n-auu waa rmA rmo ew aan. man .]o.D ab rmA •xiD rmo ma .xiD .eo.o ma axa Wlenal 0 •m. ilA rW➢ amlml male.m.ela .mo rmD .no •xiD mD Set a n c HT a U HEI w rv "MIN.SASHgMEIOHT = WINDOW SUCK HEIGHT-50.138 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK, SASH HEIGHT IS AS PER ME FIGURE 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB HT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-0 (REINFORCEMENTS SHOWN IN FIGURES ABOV E APP LY TO ALLFRAME T W ES N CONFIGURATIONS) NO CHANGES THIS SHEET. * INo. U705 PRODUCTREWSED omplyinp will• 1!m FITMn ^uildiv8 4�Dft ivfi Ivy11, e I :'tu Iwo NaOOYDRNE DESIGN PRESSURE TABLE J ROSOWSKI ttA� N.VEMCE,R51226 �: d�G\`'`1�°➢m,I SINGLE HUNG WINDOW INSTALLATION -NI 05/15/15 xl+ PT eIOUB]mFs.NG SeMs/YadY: yny: Saa• pDMrq Na Rev. PE. SH-5400 NTS 6 OF 12 1 MD-SH5400-01 I B CEI OFAURL/JBD3 T 9BLES: . iYP. &MBnarn L.n pe.gn PNeBIJrt IIDBm/ O.elaYnbdri Ne%e pnDap.emvnemm B.w1 P.vovmN. .N. Y-IWp JD Y 53115 Mpieran 11n1 )B EplHlb I1dM N0.0 •mn rm.pB In.O •OSB HIe NB. w5.0 IRD rm➢ Im0 amA •m.D .Imo n3+.0 rb.0 -110.0 Se hVMmpxby EyNM1 N. 11.W-Ia6N NSD IHI0 MIN .1]0.0 -I n.O rm,p tID.O eSD .110.0 -El 6e0 .t)0.D •mA .I m.° pleW<PmYw It all-11]Y -1]OA -1]0.0 .I mO •m,0 -ImA •eSp 1 D •B9.° �1]0.p •B0.° -NS° Ulm ozum n.ero.xele mA -w.0 •mA +R0 .m.D o weo -Imo m nvp 6e.0 nub elwtlwap.w .DSA ma ua .mp imn •mA .mA Nz] n.ne 6ynw+ nOH.m.m1 D m.o •ao Imo mp nme .°)° ua eeo awd sba.6Pm.M HBn. n.file +mo nm➢ -1Ro .exo nxip •YA -fmo N6D -Iva .m0 .nm .mmurl-Bo Nf0 Z. �m0 mp n0 •m.0 NSe .Ilw •m.D flm zID 1111 D •610 -Ino .Yo I60 •mD Nn •mA b].0 Whn-m.em ImA 9mn woe n5.0 -0xi0 •m.D -tlxa •mA -mxB 61um04WP -Iw➢ nm.D W.0 o HID.O w0.D -Imo •mp .Ime N]A ma H ev.NN ol-wIe mnn-male m5p an. wxo -Imo •RD nm0 x0 emo .mo Ina KBA elmeanvlw. n,0n.mmD n0 w5A WD •mo Imo mA -mo .ex0 wxa nmv .ebp cNb6au. N.el•!ele w5.0 nmo m.D nmo .m.D .IAn .m.o -tnp •Beo .uu •exo ebinl Itm.nTI .eLL0 -Iwo •mn ImA W ° .eSD o L9.o lY IEm. -El wxo am.D Imp •N.o A= Wa m6n.T.5ea El SD Be0 15 -fm0 m amn •m.a HBo NeD <21 a EpWB9 mAll-m.01B •m0 mp m0 .immz nWMpm.M 1611-abate Nx° •e30 ImA •mA .IAA •el° 1A0 •ebp vw0 gym. a.c wb.elN ie.hn-n�fi .R.D wu nm0 m w5n a0 .eo N90 Dubmnln 1201/-1•AIB '-I m.O -Im0 rm0 rmA Im.p •00.0 .IHIo •FR .110.9 whA g eeA -In° •NSD nbinl Am ]l mo tnp mA m0 •m.D NO 0 -110.1 fui mWO ., Nv.O e1p a]n g F mvbNCp11Y AaN-i)allr w10 -ImA rp0.0 -190d •M° 1m° •m.0 -IRO w30 M.0 MB •61° dBb Nfi, -m. le -la➢ .mD .mD Inn w°,o Im.D .BBo tl.p o "�o 1SB •030 NSe -Ime • 5lI 11IabIB we0 .IR-0 w1.0 -IJPp ] •BBn 116 Nx0 A NBA -Illi m0 1mA T.•1 mnr.uDH NB.O .mp N°n iY.r •R.D .rox w,mmwl.D. a inl.v.tle m.o .Iwn 650 �inA o We •u0 ema ea0 nA •mA �z ERra w-l-Im.O I ..5.p Imvne mA a.. Y.em Pqr.. m I -sale •mA -1 D ex amo •m0 -IaDn •u0 •mo Nm tln al° W 10 -Id00 •mA -19d rn➢ 1R.1 �.0 iL rmp ffiA I.DeM EU.. T Ifl �a0 •m.0 Imo -111.e R �Inl •OA iat e.0 M6 w Om6W •afJ-f1A16 •m.0 rm.0 -102Y •RO -0x1 irA NS° 6] •e}0 "lea IeLt+-Male •R.p -ImA •WA NA 91B A NSD iSb NBD lle x0 -lal BM.IIN IIAe-I101B Ir.f •mA r030 -lab NSD i0A 5 ° -.To- ° fa-Ulm -mA S fm-T1WxBAaBa A - OWLb 5611 nw ••K••ww6mm63xxe5.A.00°000 n]1D10O1 •••mRmmmaxADp0e �.-MNiWINR..e]Be --AI1lme1aA.1lO •W•NmAO°0 D I. EWlbenp NABYpTl• dL1Rmeaa➢.aS91IN1n1e1.----.-a90mmd160.6za..baaee0111l1lBeeB.6e R --II1I w•••wmW0...D000D •NeBe0.e-0p0D aal )6 -11° A .1 n . mn B. menm m0 . w3 J•e EpN. .1. d1l ffiY1d.•BJ1 w0 xp w0 0NA SEE TABLET, 5Htt1 x ronNncnola -- rvm ml-... �. "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50,136 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. JAMB IT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) CENY!V��C �1 SFN.. } NO CHANGES THIS SHEET. Br Mlmni n&B Pro 68705 .G 71 ;-2-1%i �y ® p DESIGN PRESSURE TABLE J 1mBTEGHNoLoOYDRw )'.;`YORIOP,.• G\ : (Bltyde6l&00 SINGLE HUNG WINDOW INSTALLATION - NI S�ONAL1EN.a��` POTBeml� Sahs/MpEN. Sevb: &MI: pa.IM ND. NLBIBNIBpE9FR✓✓HI A. LYNNMILLEP. P.E. SH-540O NTS 70F 12 1 MD-SH 05/15/15 B Gh �O 0BO��O�gO��D�OB�0�0��DaO��Da0��0�0��0��0�B0a�00 Uuououou0u©uuuuDuuuuutluuuuuu uo00000uou0ouu00000uuoo0u0uuuo0uouuuuu0uuu00uuuo oououoouuu000uoou00000uuo0u0uouuo Juan e�uo©o©00000©©o©ou©©ou©oot0i Ntluuuuuuuuu0u©[iutluuu©F1otl ��0� mmlo0oo0o0o00ou0o000uoo0oo0000oo0oouuoo0oouoouou0000o00000000000000 �u�00000000000000000000uo0000000u000000o00o0u000000000000000000000 ���ououoouoouu0u0000uuouuu000uuuuuou0uoouoouuo0uuuoouuuuuuouuuuuuo m�uoouu00000uunu0uuouuuuuou0ouuo00uuouuouuu0o0ou0000uouu000uuuuoo 0oo00u0000ou0000aou0000u00000uu0ououu0uo00oo00o00o0uoou000000ouo 0�o00uo0uu0uonuuuou0uuoou0uuouoouo0ououo0uuuu0ouuou0ouuuu0ouuunun �o�0000u0000uuuuuoou0oouuuoIIIRUM ®u�ou0o0ouou0000000000uuouoouuMuu0ouou0ouuouou0oou00000uu0ououo00o a�ouuuea000u00000000uuo0ouuu000uouuoou000uuuouuouuuoouuuoououuouou «+��T'•Q�uOououu"RAN �uuouu0oouuououuuuuouuuuoououuoouuououuuuoouuouuouoouuuuouuuouou 0�uuuuuouuuuuuuo0u0oouuuuo00o0uou00uoouu000uu000uou0uuuoou0uuu0o0 s mo0uu00000u00uouuuoouuuuoo0oouo0oo0ouuoouo00u00uuuuouuoouuuo00uu � 0000r0i0000n000000000n00000©000©ooMUM ouoo0oou0ouuuu000u00000uu000uouoo00o0uoouoou00uouoo0uuuuoouuuou 0u0uoo00000Ulu 000000©nnoonnnoonnnnonn0000nnoouo�oEi�u000©u©osuio©ouu0©©ouu0o�©nooroi uoou0ou0uuouououuoou0uou0ouu0uo0uuuouo0oouuo0oouoouuuuuoouuo0o uouo0uu0uu0uouuuuouuuuouuuuuuuuuuuuuuu0oo0uuuoouuoouoo0ouoo0u0 uouoouuuuoouuuoouuu©o0uouoou0uuuu0uuuu0ouuouu0uuuuuouuuouu0ou ���0oouou00000uouuouuouuu00uuuuoouuuoouuuuu00u0uuoouuuuuou0uu000o mmmmmg=s�o0o00000000u00000u00000000000000u00000uoo0oo000000uoo0o00000000 m�ouMuuo0oouuu000uuouuu0u00oo0o0oou0o00uuuouu000u000uuuoouuuu000u ®ouoouo00000u0o0oououueauouuu0uuuoouuouoouoouuouuouuoou0o0oo0 o�uuouuu0ouo0ou0u0oouuuu000uRuuouo0uou0u0uuoououuou00ou000u0uouuu �u�uu0000uu0uouuuuuuuuuuuu0ouuuoouuuuuu0000uoou0uuoouo0oouoo00u0oo mo�000000000uu000oouoouuo0oou000uuuo0uouuoo0oouou0ouuuuuuuuuu000uu �u�uo0u00000u000000uo00000ouoououuo00ou0000ou0oo00ou000ouu0u0ouu0u llllllmluuuoou000uuuuouuuuouuu0ouuuuuouuououuu0ouuuuoououuuuuuouuuuoouu a�ouo0000uoou000uouuouuu000000uuoououuuuuuououoou00000uuouuoououu mu�0u00000uo0u000000u0000u0000000000000000000000o0oouu0000000uu0u0 rigm�000000000000u0000uuu0uoou00ouoo0ou0uuouo0ou0000uu0oo0uu0ououuou WZUIM�111 u�Emuuoououu000uuuouu moon0000nn000n000nn000nn00000n000n0000nn0000nnn0000000000000n000 auoamuuuuoo �ouMunn �,.� muuuuuououuoouuununuuoo0ouoououuuuuuuu0uuIE�0Ei�iiuouuouoouuu000uouuuu �0o0uo00ou0o0uoouo0u0uuoouoouoououuoouououu0000oouoouoouoo0ouuoo �0000uo0uuouoo0uoo0ouo0uoouoou000uouoo00oou00000000000u0000000uu 0u0uuoo0u0000uuuouuoouuunouu uouoo0ououuuouuoououuoo0uuouuuuuouu000uuuuouoo0uuuouuuuuuu0ouuu uuouuououuuuu0ououu0ouuouu00o0uu0uuouuuoouuu0000uuuuouu0oouoauu Muumuu uoo0ouoouuu00ouoo0ouo0oo0o0ouuuo0ouuo000o00000000uuouuoououuuuo MUOuu 00u0ouoouoo ouuouounuo0ouuuuuuuuoouuouuouuoouuuuoououu00000uuuuouuuuuu0uu ouuuuoumuuuouuouuouuu0uuouuou000uououuu0ou0uouuuuuoouuuuuouoo OuuuuuuuuuuuuuSUN uuouuouoMuuu000000uuouuouuuuu0uuuuu0uuouoououu000uu0000uo u0uuuouuuuouuuu000uuoouoouoouuuuoou MUUMUU 00000000R000uo�u0000uuoo0000oouoou00000000uu0uo0000 ouu000000uuoou nun uMunn Huouuu© unun III oououo0uoouou0ouuuou0000uo0o0u0uuouo nun uu0ou0uu00000uuouuouuuuuuo0ououuu0 Wuuuu©uuu Vo©uuu oouuo0ouuouuouuouoou ulluuu©uuuuuuuuuuma see .SAS HEIGHT -WNDOWBUCK HEIGHT-5..no.00n.v -' MIN. BASH HEIGHT=YANDDW SUCH HEIGHT-50.135 NOTES: 1) USETHE ABOVE -ANCHOR QUANTITIES REQUIRED.......... TABLE FOR ANCHORS INSTALLED THROUGHTHE FRAME. 3)USE THE MOWS ..ANCHOR O.C.SPACING.........- TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. WW- MEETING RAIL 4)FOR SITES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 5) REFER TO TABLES 2 If 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. * : N-.58705 D n 71 '•��;' 1070TECHNOLODYI O SB A ��` N. VENICE. FL m"S i�s �.20RIDP.:.fn�`� (D11HBD1600 �".MT mrPoN]IR®.1T. NL ninmlaamm M...AMnoraa symgdr o,,,p. -mnpnlrlir u.numn � NO CHANGES THIS SHEET. D. Mmol .a, Froam fama� w.rIoan: Dann By. 4NCHOR QUANTITY TABLE J ROSOWSKI TW: 7- --TINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 Mn/Lad.4 SCWc SMM: pvMnO Na. Mr. SH-5400 NTS 8 OF 12 MD-SH5400-01 B �D� EMO��OAMEN �pusun ®rev � �p�u00000000000000uoo r�ovoovoovvovvovvovvovvouoovoovvovvnvoovvovu0000voouvouvovuovvovv �uvuovuvuuvuuvuvunvvvuuvuouuovvvvvvvuvuuuuvvuvouuuvuuvvvuvuuuvuov m�uuouuoouuoououuoouuoo ®�Una r ivs�vvoovoouuvvvvouuvvuuuuuouuuvvuvvvvvvvvvoouvvovvoouvvuuvvvvuvvvv p�oouoouuoouoouuouuuuuu yr a� m ��ovoououuuouvvovvovvvvovoouoouvovvvouovvuvoovoovvvvvvvvovvovuoou 00 rm-rl<+�uoouuoouoou000uoouuoo crcuuoouuuuuuvvu©vuvvvouvuouvvuvuuvvvouuvvvuuuvovuoovvvvuvvuouvuuu ��vu0000vvuvvouvvvvovuvgunuuvvouuvouuvovuvuvvvovvouvuououvvuvuvuo mu�*mvuo ��uvvuoovuvoouvoovoouvvvvouuovovvvvvovvvvuvvvvovouvovuoovvvvovuuo p:L mnnonnun©nnnruin©nnnnnnnovononnnnnovn©®on ��uvovoovvvvvouvovvuvvvvvovvoouuuvvvvuvvvuvouov000uvvvoovvuoouvov ��oouu0000000u000000uoouononoo0o m�+vuoouuuvuuuuvuuuuuuvvuuuuvvvuvuuvuvvvuvvouuvuvuuvvvoovvvvuvvvvv 7E�wuoououuvouvvvvvuvovm r �ovoovouvvouvouvovoovvovoovoovvovvoovovvovuvvoouvvuuvvovvuovvovv uuvovvouvvuvvuuvouvvuuunouvouvovuvnuv©uuuuuuuvuuvuuvvou000uvoouu ouoouuvovovvoovov000uovvuvvovvovvoovoovoovouoovoovvovvuvuvvuouv ov000vvovovvonovvvvuvovuvuoouuvuuvvvuvvouv luuuuuuouounououu000000u00000uuvouuAll 0000voovvouvouvouuuuoov000vouvovvoovoou0000voouuovuuvvouvouv ovovvovovvvvvoovoovvvvvovoovvuvovvnouvvvuvvoovovuvvvvvvvvvoovvv ..uuouuouuuuuuouuuou00000uvuouuuouuuuuuuuuuuuuuou0uouuu0000000000 uouuuouuvoovoouvovvvuvuvvvvuvvouvuuuvvvvuovuovuuvvuuvvuouuuvuuv wouuuoouvuvuvvuvvuuvvvuouvovuvvvvvvvuvuvuvovuvovovvvvuuuvvouvvu muumuu vuvvoouvvuuuuvvuuvvvvuvovuouuvvovuuvvouvouuvouvovvvvouvvvvvvvuv vuouuuoHu©vuvvvvovvovvoouuouoovuuuuuvvuuvvuvvuuovvuuuvuuvouuvvu ....vvovuovvuuvnovouvvuvovuuuvvvuvvvuvvvuvvovvvvvvvoovvuuvvuovuuovv Q�orlur7©ouuouuorlrluouur7rrrl r:IIluuu uuuuuuouu o3�ouu ouou0000uuuvuvvuuvvuov0000uuvuvvvvvvuvvuuovvovvvuvvvuuvvuvvv rvvovoouvvuuvvvvvvvvuuvvovvovovvvvouvvvuvouuvouvovvvuvvvvvuvvuuv uuoououvouovoouuvuuovvuppuuUSwon ouuuuuuuuuuuuuouuouuuouOouuu13uuu noun wuouu000uouuoouvuvvoouuoRi0000vvovoovvovuvv EdLIIluuuuuuuuuuuuuu000u000000uoouuuuuuuuuuuuuouuuouuuuuuuuuuuoouvvou vuvouvouvvvuvvouuuvvuvvuuuuovvvuuvovvv©vuvuvuuuuvuvvvvuvovvvvuuuv �vuuuuouvvuvvovoovvouvv000vovvvvvvovvvuoovuovovvovvvouuvouuuvouu �uuuouoouuouuounoouuuu ouvvvoovuuvvovvouvouvou0000vovvvoouuuouuouuuouuuouuuuuuuouuuouu uu0uouuuouuoouoouoouu MUM uuuoououuur�l Emsvu00000vvvu ouuvuouvuuvvuvvuvvouuouu000vvuuvvvuvoovooum13 uuo nuuoouoououuuoKIM oovvvovvouvovouovvvv00000000vvvuvovovoouvvoovoovvvvvvovuvuvvov H13uuuuOouuouuouu000uoo©OonO vuuuovvv000vouvovovvovouvvuvouovvoovovouvouuvovvovvuvvuvv uuovuvouvvuvvu uuuuuu ou000000u vvvvvuuuvouoouovuvvvvvoa uuu uou uuuuuuuuuuuuuuuouuuuu OrLrOrlprlrlr]IUHHMUUU urJuuouu000prEuuuouuuu oonououuoouuoouuoouuo vouuovuuvouvovouvouvvuvuvoouvvvuvvvuvoouv nouuuuouuuoAN 000000u0000©u0ouuuouu uumuuunouuou000uuuoa ovoov000uovvoov�ovovuovoovoovvuvvovvovvovv ou000000u000000uuoouo u©oouuouu non nououuouuouu000uuoouuoouuoouu000uuoo ou000©rloouuu ovuoouoov000n uuoou000uu0000uouuoouuouuouuuoo no0N000000uouuuouuuouuuouu000 nun traouUr�O©OElrlr]Ir1��Orll©oF]rJElorlrlrlo uuuoouuoouuoouuoouvoouuouuu u000uoouu0ouuoouuuuuuouuuvo a uoouuoouuoouu000uu0000n mum uuouuuoouuouuuoouuuuu man oo0oouu000u000uoouuou ovoovvovvouvuvoouu ouuuuuuurruuouraouorau uoovuovuvvouuovoouvuu, OOnnnnonnonnnn©vouvvv©nnnn vvvuuvouovovuvouuouuvvvvuv uouuuouuuuouuuuuuuuuu ovuvouuouuuuuuuuuuuuu oouuoouoouuoouuuouuuo ouuUSEUM Uuuuvvvovvouuouu noun uouuuuuuu OUR "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 NOTES: 1)USE THE ABOVE 'ANCHOR QUANTITIES REQUIRED.........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME, 2) USE THE MOVE 'MAX ANCHOR O.C. SPACING.........' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL RN. 3) FRAME DIMENSIONS ME BUCK. T-MEETING RNL 4) FOR SIZES NOT SHOWN. ROUND UP TOTHE NEKTAVAILABLE WIDTH OR HEIGHTDIMENSION SHOWN ONTHETABLE. 5) REFERTO TABLES 2 & 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. N. 58705 NO CHANGES THIS SHEET. 16..AmAa 4E. ep.r3pM �� 'NhO�.VFF• Wh0.4m 1DTDTEcHNOLOGTDNrvE ANCHOR QUANTITY TABLE N.VENICE.F]-MVS SINGLE HUNG WINDOW INSTALLATION - NI mFrwmrtemlT PTF6tIE11aE8K �SH-5400 Smm: NTS 9ro9 OF 12 MDsL 'Ra SH--SH 05/15/15 II 062• 1A83' .625• OkCRANNELFRAME r1ai5" 1 HEAD/JAMB 1 3.483' —+ .062• 625' r 5 J HANNEL FRAME SILL I T. I IT 14FIXED MEETING RAIL 18 SASHflM .1 } .062' �500•— .06;�lAaW JJ �� t4ar .835' FLANGE FRAME r O HEAD/JAMB 3ACF �I 11 3 FIN FRAME HEAD/JAMB 3AW --I 3.500' 1AM" OEQUAL LEG FRAME HEAD/JAMS 3AB3" —� .062' O�� z.444• OF-1 OEQUAL LEG FRAME SILL .mo- —'11-� .afio• .]15' OLIGHT SASH 23 REINFORCEMENT 070• � ---1 1.105 I+— 0] 0' II 03 1—'1. FAIT U —•�—�— 130' 1.331• I~ ---j 1.340- STANDARU 26 MEETING RAIL HD MEETING RAIL 2T REINFORCEMENT REINFORCEMENT 472 .03 1.215• .BT4' tl� Pff 21)0' qt .0)0. 1J — —� 1.565" �5 590' 050• .050• EVELED iT BALANCE 18 5 qEW CO� t9 INNTERLOCK 2D INTERLOCKCOVEfl 21 INTERLOCK O� BNIFRLEOCK COVER a16• auo• .035' )3 IG BEAD RUD ROLLED 80 SC EEN FRAME B1 SCN EN FRAME jAY LVNry��,, � •�'P '� NO CHANGES THIS SHEET. Mign' 1yo4mYu!'ryYj No. 58705 WINDOW EXTRUSIONS J ROSOWSKI AO '•. NICFa3042]soRnJE ' srA]eo T 4J `, (� "•.;`Y ORIOP, • #�: G N (B41}4B0.1600 TiO. SINGLE HUNG WINDOW INSTALLATION - NI Odle: 05/15/15 �",,'ONI1A1LI EN oc. ' .. 710 oro.lm No. Re.: A LYNN MILLER.RE SH-5400 NTS 100E 12 MD-SH5400-01 I B BIII of Material Bill of Material, coot 0 pall Description Mafadal II part Description Material 1 62DID1 Single Hung lame Head & am - henna C 5 720197 Auto Lack Mr n era C Steel 2 620102 Single Hung Frame Head & Jambs - Flange PVC Olt 72g19B&B Sweep Lock Coal Zinc 3 4 620103 620104 Single Hung France Head & Jambs - Pin Single Hung Fmme Head & Jambs - Equal LegrBox PVC PVC 47 48 720195&8 76X116OPTX Auto Lek Cane Assembly e6 x 1-116' Ph. FH SUS (Auto and Sweep Lock Screw) Coal Zinc SS 5 U0105 SWDH Frame Sill-J-Channcl PVC 48 720LID Auto and Sweep Lock Keeper Coal Lnc 6 620106 SWDH Fmme Sig -Flange PVC 60 T6X14PPA W. 3/4"PH. PH 50.R (Keeper Scmw) SS 7 6MI07 SWDH Fmme S111-Pin PVC 61 420181 UR Bawled Tlt latch Camr Key PVC B 620108 SWDH Fmme Sill - Equal Le9l00x PVC fit 420182UR Pan Rell Tift Latch Cancer Key PVC 14 620731 FktM Meelirg Flail PVC 67 T634PHFL 9 x 874" Ph. FH SOS (Ornr Kay Screw) SS 16 62012D Sash Rail (Bases, Top & Bottom) PVC 64 420183 Tdt Latch PVC 17 620134 Balance Wier PVC 65 1 420184 Tdt Latch Retainer PVC 16 620133 Sash Stap/Scraw Corer PVC 56 720237 1"Titt Latch Spring SS 19 020156 PMI Rail Interlock 6005 T6 AI 57 420188 PMetic Tilt Lekh Flnger PUB PVC 20 620144 Pill Rail Interlock Ccmx PVC 66 720192 MMeI Tilt Latch Eloper Pao Cast Lnc 21 620157 Gaveled Interlock 6005T5AI 69 420180 Phol Bar Caner Key PVC 22 620145 Baited Insedock Cover PVC 80 T202De Plwi Bar SS 23 620160 Ughl Each Reinforcement 6D63 T6 AI 63 720191 EarthPull Handle Ceal Lnc 28 620153 Standard Meeting R211 Reinforcement 6005 T5 All 64 72U194 Sash Pull Headle With Latch Assembly Cast Lnc 27 620154 HD Meeting Rail Reinforcement 6605 TS AI 66 7834FPT N x We Ph. FH SDS (Pull Hand]. Screw) SS 30 61644 Weathsmtrlp, .187- x .27m Fin Pile 66 420188 BaKan Latch Strka Plate Coal Zinc 31 60300 Weatherstrip, .190- x .300 Foam Bulb 67 785BB gB x 61W Ph. FH EMS Slnke Plate Screw SS 32 61719 Wealherslrlp,.187- x.220" PolyPlle 73 720136 I.G. Bead PVC 33 61825 Weathemlrlp Plug, .22m Finseal 74 BeckberMing, GE 77DO or Dow 791 Sutton. 35 78X1MTIT 98 x 1' Ph. PH SDS (Imedock Mantling Screw)75 71B46N Sehi Bieck (716" x 1"x 118-L S5 t1-5 card. EPDM 36 78X3TFPX 08 x 3' Ph. PH EMS (Meeting Ra8 Sarew) BO 61012 ExWdad Screen Fmme Alum 37 71669SP Meeting Roll Screw Support Plate At pull. 61 61011 Rdl-Fanned Screen Fame Ahan 38 720210 Weep Hole Cover 62 7CKGLB21 Screen Can:Keylr Exbudad Fmme PVC 40 720)0= Constant Force ES12MO 63 47842 Screen Cam :Key with Pull Ring PVC 41 lax 314' Ph. FH SMS (Con. Fome Balance Screw)64 47041 Scrosn Cann Key without Pull Ring PVC 42 Bplial Balance 85 7CASPM Tension Spdng SS 43 720205 Spiral Selene Shae 86 61816C46 IScaminGloth Fibrglaea 44 78XI14FPAX gB x 1AW Ph. FH EMS (Splml Balance Screw) 410 SS 67 61836I87814 .140" Serean S Ine (Machine/Hand Rolled) I vinyl Part Description Material 76 Kommeding 43G TPS Spacer System 77 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 78 Cuanez Dumaeal Spacer Materials 79 Cardinal )L Edge Spacer NOTES: 1) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTO., TO BE LABELED FORAAMA EXTRUDER CODE. 1) REMSa &13.15.24, 25, 2e, 26, 34, 39, 61.62. & W?2 ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL.. WITH DESICCANT 6 KODISPACE 4SG TPS ONE HOT -MELT BUTYL STRUCTURAL SILI9,w 3H 6'NOM. Ir NOM. DESIC EXT. GLASS GLASSLASS SUPER 0 SPACER®N)Cr A" 5116•NDM. SBUITYLEAL DESICCANT no FORME w FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS DURASEA0 XL EDGE'" TaSPACER SPACER * N0.68706 Li 1070 —0: CHNOL :M ORNE KvENI Ceti N.VENICF. FL31Tr6 A. LTNN MILIER, PE. P.EA58705 NO CHANGES THIS SHEET. FILL AREA B" NOM. THE SEAL MATERIAL (BOM) J ROSOWSKI Dou. HUNG WINDOW INSTALLATION - NI 05/16/15 SrnH: SMN: dwlrq Ne. Ron 400 NTS 11 OF 12 MD-SH5400-01 B OPT.PULLRAIL INTERLOCK& COVER MITERED FRAME WRH INTERIORANDEXLERIOR FRAME ASSEMBLY DETAILS OPT. SWEEP LOCI( OPT. AUTO LOCK OPT. PULL HANDLE WITH LATCH SASH ASSEMBLY DETAILS PULL EXTERIOR L'1 OPT. 8 MITERED FRAME WTH INTERIOR AND EXTERIOR NO CHANGES THIS SHEET. Ih FbAiCv •...\ _ * No. 58705 ':. * _ LJ i LLB EXTERIOR �� -7) '. I ;' �= EXPLODED ASSEMBLY J ROSOWSKI moTECNNa0 ymB NOTES: ;O�� Am T �. ' (LS '•. �,LORIDP,." ��� N.VEMCE. FL 381T6 (oEt}40b1800 SHOWN FOR �`` '�sS'ONAL em SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 21,CiMEfANPNEL FRAMEOSHOWN PARTSO N860THERFRAMETYPESAPPLT. E�G ,A T[iT NyWOKRRFET.0.ND bHvSH- SN SWrt 'M'D Ne. 'B 3) FOR REINFORCEMENTTYPES, SEE DETAILS ON SHEETS 88 T. Lhi�UU_MPE. SH-540O NTS 120E 12 MD-SH5400-01 B L) USE ERHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.Etl 691a5 CERT.OF AUM.N]9zBe MIAMNMIAMI-DADS COUNTY o DADE 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 ww .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 3427! 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 Fixed Window — APPROVAL DOCUMENT: Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (Nr)", sheets 1 through 9 of 9, dated 09/09114, 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 date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None. ABELING: 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 shallbe 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 thejob site at the request of the Building Official. This NOA revises NOA# 16-0629.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above.' The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0614.08 I p�l$ 17 CAEpprpovatlil)a aonDte: Apri130, 2020te: October 26, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.14-0930.24) 2. Drawing No. MD-5420.0 titled "Vinyl Fixed Window NOA (NI)", sheets 1 through 9 of 9, dated 09/09/14, 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® NXTTM 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.16-0629.11) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega, P.E. (Submitted trader NOA No. 14-093 0.24) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with F13C-5t6 Edition (2014), dated 09/18/14 and 04/07/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted underNOA No.14-0930.24) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). anuel ei ez, P.E. Product Contr I E aminer NOA No.-0614.08 Expiration Date: AprU 30, 2020 Approval Date: October 26, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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. 2. 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. 3. 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 61 Edition (2017), dated August 29, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26114, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No. 14-0930.24) 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. 16-0629.11) G. OTHERS 1. Notice of Acceptance No. 16-0629.11, issued to PGT Industries, Inc, for their Series "PW-5420 Vinyl' PVC Fixed Window -N.I. approved on 08/04/16 and expiring on 04/30/20. Manuel Pe�ezP. E. Product Control er NOA No. 1 08 Expiration Date: April 30, 2020 Approval Date: October 26, 2017 E-2 GENERAL NOTES: SERIES 6420 NON -IMPACT RESISTANT VINYL FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B. SEE 3) FOR MASONRYAPPLICATIONS IN MUNII-DADE COUNTY, USE ONLY MWMI-DADE SHEETS COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-12 THICK ME TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2 ARE TAM THICK OR GREATER. IX AND 2J( BUCKS MHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE MOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING?LASHING L STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. MAX. O.C. SEE TABLES 6)MAX. 114' SHIMS ME REQUIRED AT EACH ANCHOR LOCATION WHERE THE 4-9 PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF T TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE I SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. g T) DESIGN PRESSURES: 0. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLABB PER MTM E130G. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE. FRAME ANALYSIS MD GLASS PER ASTM E1300, C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN. ASD. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAR USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING NRISDICTION. 10) REFERENCES: TEST REPORTS FTL-7897: ELCO ULTRACON NOA BUM CRETEFLEX NO& ELM AGGRE-GATOR NOA: ENERGI WINDOW MD DOOR PROFILES, LTD WHITE & SRONI IGHTER SHADES OF CAP COATED PVC EXTRUSION NDAS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ANSIIAF&PA NDS &ALUMINUM DESIGN MANUAL MAX. BUCK WIDTH SEE TABLES 4 0 (SHORT OR LONG SIDE) _ MM.O.C.SEE r TABLES 4.9 VISIBLE UGHWTDTH LIGHT LIGHT HEIGHT J e•MAx. --{ TYP. EQUAL-LEG/BOX & FLANGE FRAME(90' CORNERS) SEE TABLES b9 &-MAX VISIBLE LIGHT HEIGHT VISIBLE I UGHTWIDTH, VISIBLE LIGHT FORMULAS L GENERALNOTES......-..._..___t mDT1:BUCKmOTH-"IV 6'MAX HEIGHT: BUCK HEIGHT-43118• r ELEVATIONS ........... FRAME. GLASS& ANCHOR f I I �,. MAX. D.C. OPTIONS ............................. 2 CODES/STANDARDS USED: ff"'^�� SEE TABLES bB INSTALLATION, FLANGE & •2017 FLORIDA BUILDING CODE (FBC), M EDITION MAX. BUCK WIDTH SEE TABLES 4-9 EQUAL LEG .......................... 3 •2014 FLORIDA BUILDING CODE IFBC), STH EDITION (SHORT OR LONG SIDE) INSTALLATION,INTEGRALFIN& •ASTM E130009 TYP. EQUAL-LEG/BOX& J4CHANNEL......................... 4 •ANSUAFVA NDS-2015 FOR WOOD CONSTRUCTION GLAANG DETAILS._._._._..........5 -ALUMINUM DESIGN MANUAL MWO15 FLANGE FRAME (CURVED DESIGN PRESSURES ....... -._....... GS •NSISIDD-12 OR ANGLED CORNERS) ROM & ASSEMBLY ...... _.............. 9 •AISC 360.10 r -MAX D. SHE TMAX. BUCK HEIGHT. SEE TABLES49 (LONGOR SHDRTSIDE) 1 0. SEE SHEETS MAX. O.C. SEE TABLES LB o 6' MAX SEETABLES 49 MAX. BUCK HEIGHT.SEE TABLES49 (LONG OR SHORTSIDE) . 1.28 J I MPX IMPACTRATING DESIGN PRESSURE RATING NOT RATED FOR IMPACT RESISTANCE VARIES PER GLASS TYPE SEE TABLES 4-9, SHEETS 6A MAX. BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) —� +I Imo— 135 MM. O.C. SEE TABLE84-0 I— VISIBLE T ucHrmorH VISIBLE LIGHT C. SEE / HEIGHT SHEET4 MAX. BUCK HEIGHT.SEE TABLES. (LONG OR SHORTSIDE) '-_I LGSMAX. — TYP. INTEGRAL FIN & J-CHANNEL FRAME (90°CORNERS) (ANCHORED THROUGH NAIL FIN) MrGWWM _t MAX.O.C. SEETABLES4-B MAX, BUCK WIDTH SEE TABLES b9 1 (SHORT OR LONG SIDE) TYP. INTEGRAL FIN & J-CHANNEL FRAME (CURVED OR ANGLED. CORNERS) (ANCHORED THROUGH NAIL FIN) L 1I5'MAX MAX. O.C. SEE TABLES 49 MAX. BUCK HEIGHT.SEE TABLES49 (LONG OR SHORT SIDE) r 1.25•MAX ` O" , 'E'A ` P . A LYNN MlLUm P.E P£ASBTGS Glaze Typo Description Table 0 1 INS' I.G.: 118" A Exterior Cap+ 5/W Air Space + 11W A - 4 2 7/8'I.G.: 1/8'TExledw Cep+518-Air Space +118"T 5 3 7/8'I.G.: 311V A Exterior Cap+V2'Air Space+3/16'A 6 4 7/8' I.G.: 311 On TENtedor Cap+112-Air Space+W16"T 7 6 1" I,G.: 11V A Exterior Cep+ 1/2' Air Space + 1/4' A 8 B V LG.: 1/4' T Exterior Cap +1/2' Air Space+ 1W T 9 "A"=ANNEALED T.TEMPERED Anchor Substrate Edge Min.Group 19anee Distance Min. F_mbetlmenf A 010 SMS (steel, S.S. w410 S. S.S.) P.T. Southern Pine =D. 6' 1418" Steal, A36' 318" 0.050" Steel Stud, AM Or. 33' ww 0.0451- (18 GE.) Aluminum, 6063-T5' 16" 4050' 3/16-steel Ul(mcon P.T. Southern Pine (SG=0.55) 7116" 1318" Conciete(min. 2.35 ksl) 1" 13/6" Urlgrouted CMU, (ASTM GSO) 2-1/7 1-1/4" S g125M5 l, 1S6 S.S. (steel,1 -8S.S,) P.T. Southern Pine(SG=D.65) 9/16" 14W Steel, A36' SAY 0.050" Steel Stud, A653 Or. 33- 31W 0.0451" (18 Ga) Aluminum, 6061 S76' 0.0137 1/4" at Ultmoen RT. Southern Puce (SG=0.55) t" 13I6" 1/4' steel Cmloil" P.T. Southern Pule ($G=0.55) 1' 13/8' 107 steel A re-Gator P,T. Sauham PIa (SG=O 551 1,14/S' C 1/4' steel Walloon 2.85 ksi) 1" 13/ U r ucmte(min. �g 114* steel CmteAex Concrete min. 3.35 ksi 1" 13/4" 1/4' steel Ultmcen Concede (min. 2.85 kal) 2-117 1J4" D 1/4" steel CmteAex Coxmle (min. 3.35 ks0 2-i/7 1314" UngAlmd CMU, (ASTM G90) 2-1/2" 1-7/4' 1/4' steel Aggra-Gator Concrete min.3.275ksI 1-1/2" 1 1-18" Grouletl CMU, (ASTM G90) 7 I 2' Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/2- x.131' Common Neil P.T. SouOem Pine(8G=.55) 318- 2-711F 2.1/2' Ringahenk Rooting Nell P.T. Bocci Pine (SG-.55) 3I8- 2-711W F 010 Tmeeheatl SMS (steel, 1S 9.5. w 610 3.3.) P.T. Southern Pine (SG-.55) 117 1-318' Aluminum, 601 318' Goo Steel Stud, Or. 31" 18' 0.0451' (18 Ga.) Steel, A36' 18' 0.050' N12 SMS (steel. l"S.S. a4108.8.) P.T. Southern Pine (SG=.%) 9/16" 1318" Aluminum 6063-TY 16" 0063" S[eM 9lud, Gn. 3i' 16' 0.050' $leeLA36- 18" D.050' MIN. OF 37HREADS BEYONOTHEMETAL SUBSTRATE. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: 0 BOXOR EQUAL Q FLANGE LEG J-CHANNEL O 0 INTEGRAL Q FIN oLJ ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED, COMMON EXAMPLES SHOWN. INSCRIBE THE SHAPE IN A BLOCK (SEE EXAMPLES BELOW). AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4 9. SHEETS fi41. I-- SIDE I NG SIDE --{ I-� 610E - �I SHOW SIDE T r.__Owe __.1 Tr__ __-1 Tr___ Gill 1� LONG LONG LONG LONG TyI;l —/ i ✓�,ff � rn�LONG 310E 'ISIDE SIDESIDE Tjv SIUE TTTh1 p owo3hOwo o 1 1 1 1L_ J 1L J ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. Mmetlal Min Fr MN. F. Steel Some 92 ksi in W1 imso. 60ke1 95 MI 4108amv Wild lioled Eko 1e4alwb 57 kM NMI Elco UI.Cxl® 165kd 177 MI 41GSSEIco OdeRa® 127.0s1 18971al 60611SANmlean 18kd 22kd A36 wed 38kd Mulct G1. 33Sted Stud 33kd 451ad 107UTECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-080-16000-1600 par COPYRmMO3m) PGTINDUSnUES,INC CE0.T.OF AUTH. H29286 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA(NI) IG e/9/14 GLASS/ANCHORS/FRAME OPTIONS jgoJJROSOWSKI PW-5420 ,k NTS s 20F9 az MD-5420.0 p B .! a Y LYAI aO........... `. PZ1• .UCENsI�cPP NO. 58705 �•. 6 T d�-: 4� 'riY70NAL EN ``�" 1j1,mil1I1�` A. LYNN MILLER, PE. P.E.p587P5 INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EMBEDMENT ANCHORED THROUGH .-- EDOEDISTANCE FRAME IWO0 WOOD L FRAMEORBUGKSTRN. SEE NOTE 2, THIS SHEET. EDGE DISTANCE STANCE FLANGE FRAME SHOWN r III J1-11- BUCK VISIBLE HEIGHT LIONT HE[GH EXTERIOR O a 4 LEGSO% ���L FRAME IrrI SHOWN 0 T-THIOK I.G. INSTALLATION OPTION 2 ANCHORED THROUGH F EDIRECTLYINTD VERTICAL SECTION B-B CONCRETE/CMU. TYP.ANCHORTYPE, L1/q-MAN. EMBEDMENT AND EDGE SHIM DISTANCE PER TYP. ANCHOR TYPE, SUBSTRATE, EMBEDMENTAND BEE TABLE 2, SHEET 2. EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. 1/4'MA%, I�SHIM , �2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/V MAX. � ` I 2jG q SHIM i EDGE OISTPNCE 111111111 �! oil jam_ ��_) 11 �� FLANGE E%TER'oH I VISIBLE LIGHT WIDTH `�� EQUAL - FRAME f� F'-- LEGIBOX NOTES: SHOWN �5 III_ BU XWIGTH FRAME FRAME F SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS' SECTION A LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT HORIZONTAL -A AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY S1DE OF THE WHOA- DADE APPROVED WWON. FCC COMPLIANT ALUMINUMSTEEL FRAMNG OR STEEL STUD. MAY BE VERTICAL OR HORQONTAL SEE SUBSTRATE PROPERTIES TABLE 2, SHEET2. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1/4-MAX I-1R' THICK ARE TO BE CONSIDERED IX SHIM 010 OR 012 STEEL +{ IW MA)(. SHIM INSTALLATIONS. IX MOD BUCKS ME OPTONA IF Ems (GS), SEE UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD TABLE 2. SHEET 2. 14 BUCKS DEPICTED AS 2X ME 1.1R' THICK OR GREATER. IX AND 2X BUCKS (MEN USED) SMALL BE u DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. �Q �Q 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERREDJF�GS TO AS DAYLIGHT OPENING) IS MEASURED FROM EQUAL BEADING TO BEADING. LSGISOX II—JI1 FRAME F SHOWN TYP.ANCHORTYPE 00 E-7 EMBEDMENT AND EDGE DISTANCEPERSUBSTRATE, INSTALLATION SEE TABLE 2, SHEET 2. OPTION 4 ANCHORED THROUGH FRAME INTO AET& —1/4'MAX.SHIM y VISIBLE LIGHT FORMULAS —L- WIDTH: BUCK WIDTH -4-146' HEIGHT: BUCK HEIGHT - "IV EDGE DISTANCE EXTERIOR v INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL 1070 TECHNOLOGY DRIVE pff. N. VENICE, FL 34275 (941 (sal)-a3o-1500 COPYRIGHT02011 PGTINDIRTRIES,WC. CERT.OF AUTH. M29208 ALL RIGMS RF3E(1VED VINYL FIXED WINDOW NOA(NI)g 9/9/14 FLANGE & EQUAL-LEGBOX FRAMES eb' J ROSOWSKI ' PW-5420 N NTS 30F9 Ez MD-5420.0 S TYP.ANCHORTYPE, EMBEDMENTAND p"ONV LYNN "',e * : No. 58705 ATE F�••���: '1 0 INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 5 OPTION 5 1/4'MAX. SHIM ANCHOREDTHROUGH ANCHOREDTHROUGH 1/4'MAX. SHIM EMBEDMENT FRAMEINT02XWOOD INTEGRAL FIN INTO 2XWOOD Ir- EDGEOISTANCE INSTALLATION OPTION 5 RAMFRAMEORBUCKSTRIP.SEE FRAME OR BUCKSTRIP. SEE ANCHORED THROUGH EMBEDMENT O NOTE2,THISSHEET. NOTE 2, THIS SHEET. INTEGRAL FIN INTO _ FRAME OR BUDMI BUCKSD(TRIP. SEE EDGE 1 3 NOTE 2, THIS SHEET. EDGE DISTANCE DISTANCE SHOWN BUCK VISIBLE HEIGHT LIGHT HEIGHT EXTERIOR a INTEGRAL FIN FRAME SHOWN SILIidMIINRNflA TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) TYP. ANCHOR TYPE, EMBEDMENT AND TABLE 2, SHEET 2. (SCREWSHOWN) dCHANNEL FRAME SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE AB'THICK LG. ANCHORS LISTED ON TABLES 2 S 3, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, ANY INSTALLATION OPDON SHOWN MAY BE USED ON ANY S10E OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-In' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IS WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IX THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF I-W[CK I.G THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. INSTALLATION OPTION 5 ANCHOREDTHROUGH INTEGRAL FIN WOOD FRAMEFOR OB -EMBEDMENT BUCKSTRIP. SEE NOTE 2, THIS SHEET. VERTICAL SECTION D-D 1'THIGK LO. INTEGRAL TYP.ANCHORTYPE, EMBEDMENT AND EDGE 718. THICK) G. D FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3, SHEET 2. EXTTETRIOR VISIBLE UWTWI.W 7 (NAIL SHOWN) V BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED A180Rp12STEEL 1/4-MO. SHIM SM9 (G5), SEE_ —` TABLES SHHEET 2. 2., INTEGRAL FIN TYP. ANCHOR TYPE, EMBEDMENT FRAME SHOWN D AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2 INSTALLATION OPTION 7 (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, I/T MAX INTO METAL, SEE TABLE 3, SHEET 2. SHIM EDGE DIBTANCE LIGHT FORMULAS IDTH:BE H-4-3 W HEIGHT: BUCK HEIGHT-0.Y16' HEIGHT: BUCK HEIGHT FINANDIOR FLANGE MAY BE REMOVED IN-RELD EXTETRIOR V I� 1/4'MO.. SHIM INSTALLATION OPTION 8 INSTALLATION THROUGH THE FRAME INTO METAL, SEE TABLE 2, SHEET 2. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 (941)-480-1000 ® WMIGM02017 PGTINDUSTRIES, INC. CERT.OF AUTH. p2B2B6 ALL RIGHTS RESERVED VINYL FIXED WINDOW NOA (N[) ifl 9/9H4 J-CHANNEL & INTEGRAL FIN FRAME em J ROSOWSK PW-5420 x�NTS 40F9 92 MD-5420.0 � E 11111....•,IIIT/ '2S�.�N GEN.. . ,! i * : No. 587D5 A. LYNN MILLER P.E. P.ERSB705 NOM. 7IR'NOM. A'NOM. 118"A GLASS 1/8"T GLASS 3/18'A_GLASB 5/8'AIR SPACE 5/8'AIR SPACE 12"AIRSPACE 1fB" A GLASS 1/B" _T GLASS 3/16' A GLASS aEXTERIOR a EXTERIOR a EXTERIOR 1/4"A 12" AI 1/4" GLASS TYPE 1 I� 1'NOM. +I GLASS I R SPACE A GLASS a EXTERIOR 80.83 GLASS TYPE 6 GLASS TYPE 2 Imo. 1•NOM. I T GLASS I AIR SPACE /4" T GLASS-, aEXTERIOR 80.83 GLASS TYPE 6 GLASS TYPE 3 12" AIR SPACE- 3/16" _T GLASS - aEMERIOR EXTERIOR a W NOM. r - GLASS TYPE 4 WNOM.GLASS BITE TYP. TYP. GLAZING DETAIL _ ``T\Illll NIV E1GEN �11 * : NO. 58705 *_ A'. 6 i I �,'4�; GLAZING NOTES: ��T STATE F (V T=TE PM FAEEO �ss/ORIOP,.NG��� 777 0NAL 0. L"N MILLER P£ P.u%lm NO CHANGES THIS SHEET. a b �-� Window Design Pressure, (+l-pso w. uM e5H ro. case 1 - 1/8"ACap -Airspace-1/e"A TYPR� Windrw LOGS Side (jr) D ammalmB kl.05 54 $e 58 62 84 88 72 78 SD 84 87 18 +80/-92.8 +BW81.9 +80491.3 +801-90.3 +80189.8 +80/-88S +50/88,2 +801A7.5 +801-86.9 +80/88.4 a801-M I 20 -80/46.2 aB0184.5 -80143.5 +80/80.8 +/-79.4 +l-T7 +/-75.2 a/-74 +/.73.1 +/-72.2 +/-71.5 22 +/-75.2 +/-73.3 +/-71.5 +/58.4 +/47 -1.64A +1,62.5 +/-60.7 +/-59.2 +/58 +A57.1 24 +/-71.3 +p68.2 +1-65.7 +14K)J +/58.5+/-55.3 +/53.1 +l-51.1 +/49.7 +/48.2 +/47.3 29 F-1-75.6 +/-70.2 +/-67 +/.83.5 +158.7 +/54.7 +/-50.9 +147.7 +145.5 +/437 +/42.3 +F41.2 +/87 +/88,1 +/83S +/56.3 +/-54 +/49.5 -145.5 +/-42.8 +/40.3 +/-3B +/37A 30 -11PIA +/83.2 +182.4 +/5 G, a/G44 +149.7 4145.4 +/42.1 +P38.9 +/38.4 32 +181.7 +/80.8 +/59S +/-57.8 a/54.9 +1-50.2 +145.9 +142.5 +/-389 h 34 +/59.6 +/SB.B +/5 S .1-58.3 +/55.1 +/-50.8 +/48.4 +/43.2 g 36 +/59.6 +/-57.9 +/58.8 +/-55.9 +/54.4 41.53.7 +/-508 +/48.6 N 38 +/-58.2 +1I9.4 +/55.3 +/5 S +/-527 +1-52 +/49.5 40 +/57.1 +/55.1 +/54 Ww +/-51.3 +/-50.5 MOUGH THC. FRAMEACING IFANCHORING THROUGH THE FRAME PERSHfET53&4 MA%.O.HEC. INTEGRALPACING IF ANCHORING SHG THROWHTNEINTEGPALFIN PERSHEFFd 42 +/56.2 +/54.1 a/b2S +/-51.8 a/5G 44 +/-55.5 +/53.3 +1-52 +/-50.8 APPU S TO A, B, C OR D ANCHORS iSEETABLE2) APPUFSTOEORFANCHORS (SEETABLE3) 46 +1-54,9 +/52S +/-51.1 48 +/53.5 H50.8 ss' d' SIM 4/-SOS Window Design Pressure, (+l-paQ wA IIM ebb Io, ON- 2 1/8" TCap -Airspace -118" T ryPa: W dow LOn9 Sim (in) Dimnnelola 60.928 64 E8 BE 1 70 74 1 77 1 80 84 1 87 1 .92 97 1 99 32 +BW-98.2 +BW-96.8 +801-05.6 +841-96.7 +801-93.9 d80/-92.4 +80/-91.4 +804e0.5 +80I89.5 +80/88.7 +0-67,7 +80188.7 +80188.4 34 +80-94.5 +801-928 +801-91.8 +BW-90.9 +HW80 +8W88.5 +eW8T.5 +ear sao +80/85.5 +80/-84.7 +BQI +80/82.6 +80/82.3 38 +801-91.4 +60149.6 +80188.5 +80187.6 ♦80186.7 +80/85.1 +80/84 +80/83.1 +80/-81.9 +80/51.2 N8D +/_79 +/-78.7 38 +80/88.6 +801-86.7 +e1185.e +80/84,8 +80/83.7 +80/82.1 +80181 +/8D +A78S +l-76 +/-76.9 +PSA 40 -80/86.3 +801-84.3 +80483.1 +8W821 +80181.1 +/-79.4 +/-TBS +/-77.3 +/-76 +05.2 +1-74 42 +BW84.2 +80/-821 +80/-80.9 +/a9.8 +1-78.8 +I-77 +/a5.9 +/-74.8 +/-73.0 +1-72.7 44 +801824 +80/80.3 +/-79 +1-77.9 +1J8.9 +A75 +/-73.7 +1J2.7 +A71.4 Rl 48 +SW8D9 +A78S +1-77.3 +/-70.1 +/-75 +/-73.1 +/-71.8 +1-70.7 rd 48 +l-79.7 +/-77.3 +/-75.9 +/-74.8 +/-73.5 +1-71.5 a/-70.1 50 6 •/-78*GD.9261-m. +/-76.1 +/-74.0 +/-73.3 +/-72.1 +/-70 4/-]$,1 h/-]3,5 +1-72.2 +1-7Q9 WK. O.C. SPACING IF ANCHORING THROUGHTHEfRAMEPFASHEET53&d "CO.GSPAGNGIFANCHORING THROUGH THE INTEGRAL FIN PER SHEET H-1d.2 0-73,6 +/-72.6 tl-71.2 APPLIESTOB,CORDANCHORS (SEETABI£2I APPLES TO F ANCHORS (SEETABIE 3) +/.720 +/-731 15.5' 4• TABLE DI MENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE r- LONGSIDE SHORT 1 SIDE L SHORTI�- �- LONG SIDE _..{ SHORT SIDE L fl j LONE SIDE SHORT SIDE NOTES: 1) BUCK DIMENSIONS SHOWN. 2) FOR SIZES NOT SHOWN, ROUNO UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARGMITEGT11RtA1 WINDOWS (SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SEE IN THE TABLE(S) ABOVE WHICH THE ARGHREMRAL WINDOW WILL COMPLETELY FIT WRTHIN. NO CHANGES THIS SHEET, S L g E , m Y w 3 m ">N O OR co,o (7 N W al^G Of N CZ) Li p U w ONn m FZ �- u` o z z ¢ D) ¢ O Z Q w O b ® 0 wof Ia>ys Z_ D 0 N Z a o ww X of a w [L } Z CJ N D z w 3 a e111 oaa0 caua5 LN 11 1/,1 e: �ONV LYNN� 'L10ENSF''. .P Tor � NO. W705 A. LYNN MILLER, ME. Shod sme 4� N S;lm N���%WRis�i" W tS�Sy�' �� m�Jmmmomm$g�UggN +u iu m'm iu G'W W A a a u '� • 2��mm�mmbm�Q�QEE'` N N? J + m Y � � V ..+t, IJ IJ + a + v 70 O u O H N 'A u aco A 9 J In 0 j m `+ t •+ • Ii2 ry n N m A N N J V V J��� m�� u V �p 1p 41 C « « p o a m�� W mm$ a N tam"g� may. . y � E ♦ 1 F o ! 4 « n O Noma m � a O a� a mm � M �1 W n E k s s all Aa m mm yy O me oS A smn sloe on) s� F s m ifs&W,B9�fi n 89; a; S v 6'w 8 k' Wog 1 + a /,♦, JJF..,, eft 'h4 !,♦, h JF� ♦ i ♦ ♦ ♦ ♦ m P J+ + 0 W N A Y � 6 F m a m m a � �rL Jam a yua'sa a m � w c ++k+IgOIs m a Y' a 'u l y a Iam G"nn •b0 g$ : 13—; pikk5c . ++a♦ e�gP� y C .8§ N+ N A N N N N N m 41 W aaaaaa`ra,$$$g j U A U a N J J+ O f a♦♦ a♦ a t D N $p y n W tIN N 41 + 0 ff�� m J� 41 6 mo a 11N a U N Rpri]' �'0 018a 11 �Ft ���i, N. VENICE FLL 3442750RNE ➢ z r .�...gryry,,, (941)-480-1600 0 5' O yZ 02 ����� ® COPYPoAxf0I017PGtIIIDIATPIES, MC.m CFRT. OF AUI}I. b29296 ,ui mGH)s Pfef0.VED y m�D:B R7—Q is<_ Nor ;yr_ m ,�.;_` VINYL FIXED WINDOW NOA (NI) $ 919/14 m DESIGN PRESSURE TABLES B a� J ROSOWSKI m PW-5420 NTS 7OF9 oz MD-5420.0 B ~ Window Design Pressure, (+I- psf) u.e1nB I.Bb m, w.. 5 1/4" A Cep -Airspace -1/4" A Type: V6Roo , Long Side (in) Dimensions 81.52 83 85 87 89 92 94 W 99 103 107 110 111 46 +1-87.1 +146.7 4/86.1 +185.3 +/53.3 +/80.1 +/SB +/-55.1 +/-53.8 +/.51.3 .148.8 +/-08.8 .46.4 48 +AWA +1-65 +/84.3 +/-0.B 462.8 +/-59.8 +157.6 +/_64,9 +/-53.5 +150.6 +IA7.9 +/A6.3 -145.7 50 +/53.9 +/43.4 +1528 +/-622 +181.6 +/5&4 +/-57.2 +F54.9 H-53.5 +1-50.6 +/47.3 -145.9 +145.4 52 +bMG +/82.1 +/41.4 M-60.8 +140.2 +/-59.2 +/-57.1 +/-5,1.7 +/5&5 +/-50.6 d-07.5 +/-45.7 +145.4 54 +141.4 r140.B +/502 +/-%5 +1-58.9 +/-58.1 4150.E +/-54.7 +/-53.3 +1-50.6 +IA7.5 +145.9 +/45.4 Be +/80.3 +/59.7 +/59 +P58A +/-57.7 r/56.9 +/5 A +/-54.5 +/53.3 •+1.50.4 -147.5 +1.45.9 +145.5 58 +/59.3 +/-58.7 +1-58 +/-57.3 +156.7 +/-5&B +/55.3 +/-54.4 +/53.1 +/-60.4 -147.7 +/-45.9 +IA5.5 60 +758.5 +/-57.8 +/-57.1 +1-56.4 +155.7 +/-54.8 +/-64.3 +1-53.5 +152.7 4/-50.4 4147.7 +145.0 62 H577 +1-57.1 a1.56.3 +/-55.5 +F54.9 +1-5&9 +/-53.3 +152.5 +/.52 -+149.9 +/-47.7 in 64 +I5 +1.56.4 +1-55.5 +/-548 +/54.1 +/-511 +/52.5 +/51.7 +/51.2 +/AG.3 w +/562 4145.5 +/54.8 +/53.8 +153 +/52 +14ilA +/-50.5 +/50 w 68 +/55.9 +/552 +/54.3 +/53.5 +/527 +/.51.7 a/51.1 4/-50.2 70 +/55.5 +/54.8 +/53.8 +/-53 H82.2 +/51.1 +140.4 72 +1-55.1 +1-54.4 +/-53.4 +/.525 +151.7 +/508 74 +/54.8 +/54 4153 +/521 +/51.3 MA%.O.GSPACING "ANCHORING TX0.0UGHmIF FRAMEPERSHFER 364 M4%.O.GSPACGRAL FIN0ER SHSE TNRDWNINEINIEGMLfIN PERSHEEi0 76 W-54.6 +/-53.8 +/-52.7 +/-51.8 APRIFS IOA, B,CGR DPNCNORS (SEETARLE2) APPDFSTGFOR f ANCHORS (SFFTABLE 3) 76 4/53.8 +/-$29 4$1.0 80 H52B +/-51.8 15" ZriOREANCHORZ41-FORFANCHORS 81.52 +/51.5 TABLE DIMENSIONS MAYBE T ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �- LONGSIOE SHORT 1 SIDE SHORT _ L SIDE F� F- LONG SIDE �{ LONG SHORT � � SIOE SIDE 1 L 1 NOTES: SHORT 1) BUCK DIMENSIONS SHOWN. 51DE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS (SEE SHEET 2), FIND THE SMALLEST SDUABE WINDOW SIZE IN THE TABLE(5) ABOVE WHICH THE AACHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. Window Design PressuIS, (+/--psi) Use Nb leek ml 6 1/4"TCe -Airs ace-114"T lypc Wind. Lon981ds 9n) ' Dimensl9m 84.85 BB 0 92 94 97 100 102 105 109 1 112 116 120 124 in 133 In I" 46 +801-96.2 +80143.7 +W-51.2 +80143.5 +MY-92.8 +6O1-91.9 +W.91.1 +801-90.6 +W419.8 +80/-80.9 +80158.2 +BW-87.5 +8014 .7 +89A6.1 +8W%86.5 +BO/d .B +BW-84.1 -W/43.5 48 +80/-93.7 480F83.2 +BW-91.6 +80140.9 +Bd-90.2 +80/593 +BW88.4 +00/57.9 +=47.1 +80/56.2 +80145.5 QW84.7 +80/-84 +80'd3.3 +80142.7 +90/52 +801E1.3 +80/A0.6 50 +00/-91.5 +80141 +801-0.3 QW88.6 +BW-U.9 +BW-86.9 +BW416 +8GF855 +80F44.7 +00I.W.7 +5O/83 +8W-82.2 +00/-81.6 +8980.8 +80140.2 H-79.4 +/-78.8 +/-78.1 52 +0/49.4 +0/48.9 +6W47.2 +80/46.6 +801-55.7 +BD184.7 +811143.8 +80/83.3 +00/42.4 +60/81.5 +W/80.8 +140 +/-79.2 ♦/-78.5 +1-7.8 +1-77.1 +/-76.4 64 +80/-87.6 460/47.1 +BW55.3 +80/84.6 +80143.8 +801528 +BW81.3 +801-81.2 +W4ICI4 +/-79.4 N-78.7 +1-77.9 +/-77A +1-76.4 4/-76.7 +/44.9 56 Hlw8 +0/45.4 +801-0.6 +80182.8 +89-82 +80/81 +1-00 +I-79.4 +/-78.6 +/-77.6 +/-76.8 +/-75.9 +/-76.1 4144.4 +/-13.7 58 +80144.5 40143.9 +80PS2.1 +80141.2 +BW80.4 +/-79.3 +/-]8.3 +/-77.7 ♦1-76.8 +/-7G8 +/-76 +/.74.2 4/-73.3 +/-72.6 60 +801-83.2 40/82.6 +80%80.6 +/-79.8 +/-79 +I-rA +/d6.8 H46.2 N45.3 +/-74.2 +/-73.4 +/-72.6 +/-71.7 62 +01-82 +0181.3 +149.4 +1-78.6 +/-77.6 +/-76.5 +/-75A +/-74.7 4/-73.8 +1-727 N-71.9 +I-71 04 480/-80.9 +0/40.3 +1-78.2 +/-77.3 H-76.4 +/-75.2 +I-74.1 +1-73.4 +1-71.5 +/-71.3 +/-70.6 m 0 +140 +/-79.3 +1-77.2 +/-76.2 405.3 4/-74.1 +/-72.9 H92.2 Nd1.3 +/-70.1 y88 +/-79.2 N-78.5 +/-76.2 H-75.2 0d4.3 +1d3 +/-71.9 H-71.2 +1-10.2 70 +/-58A +1.77.7 +/-75.4 +/d4.4 4/-73.4 +/-72.1 +/-IOS +/-70.2 72 +/-77.8 +1-77.1 +1-74.7 +I-73.8 +1-726 `41-71.2 +/-70 74 +1.77.3 +/-76.5 474 +/-72.9 +/-71.9 +/-]0.5 iM iMROWM (SEEiARLE3) %.0.0.5TNFvACING IF ANCHORING FRAME PER5HEE133&4 IHEINTFGMLFINPFRSNEET4 THRONGH MAIL D.C. SPACING If ANCHORING AFFIRMED B,CORDAN[NORR APPUEBTD iANCHOR3 (SEETARLET) 1S5" 3.2" NO CHANGES THIS SHEET. m 0 o � � N o aloe O 0 U' lyN7 I�, K y O J O X e =Wn QS ozm 3 < w LL O � O ® '44A!! O W Haiti z O N a3 0 z w CC I°JG o x LL o IL z N w T n z Lu a > L1 \\\1\11111111// NV LYNIV N9. 58705 'A •. yl I a� 0,�•. STA E F %FS.....ORLDP..•.C�� NO CHANGES THIS SHEET. m 0 o � � N o aloe O 0 U' lyN7 I�, K y O J O X e =Wn QS ozm 3 < w LL O � O ® '44A!! O W Haiti z O N a3 0 z w CC I°JG o x LL o IL z N w T n z Lu a > L1 \\\1\11111111// NV LYNIV N9. 58705 'A •. yl I a� 0,�•. STA E F %FS.....ORLDP..•.C�� --�{ 13)B' Imo- J 3.500 3590' 3.SOB' - 1 �� our T - .062' �r- .063' �~ .862' .355' 5 .C60• LCI000_ a� �aooa� 0o I O ANCHOIR CCO,VER 1.483' 1.483' tA83' 1.48J' b84' r .301' .835' OJT0I-CHANNELFRAMEB35• O2 FLANGE FRAME 1.3)5' O o O o O III-yI, IJTG• 3 INTEGRAL FW FRAME 4 EOUAL LEGIBO%FRMIE O8 7I8� ALUMINUM SILICONE NNEE HOT MELT BUIYL REINFORCEMENT POLYISP DESICCANTFILLAREA SHP �Ij- STRUCTURAL BUTYLENE e�L 1T5' POLYISORUIYLENE SLICOAM 5116'NOM. STRUCTURAL Yt6'NOM. WWNONI SEAL 1/4'NOM. FOAM BUTVL,a SILICONE SEAL WRH DESICCANT WITH DESIC= ROLL -FORMED /� DESICCANT FOAM STAINLESS STEEL 1'/1� EM. GlA55-1 EXT. GLASS EXT. GLASS INT. GLASS FRAME ASSEMBLY DETAILS Part Description Materal 60 Kommerting 48G TIPS Spacer System 81 Ouanex Super Spacer nwith Hot Melt Butyl JR See this Sheet or 82 Duane%Duraseel Spacer Materials 83 Ca101ne17L Edge Spacer FERWIC ES REPORTS: L 717, 896868970 RE KODISPACE 4SG TPS SUaPER aSPACER'VNXT'" U, INT.GLASS DURASEAL® 3: SPACER 0 Partp Description Materialm 1 620117 .-channel Frame PVC 2 620118 Flange Frame PVC 3 620119 Integral Fin Frame PVC 4 820120 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 71W Glazing Bead PVC 7 720135 V Glazing Bead PVC 74 Backoedding, GE 770D or Dow 791 Silicone 78 71646N Setting Black (7/8' x 1' x 11W), 85 •r- 6 dum. EPDM NOTES: 1) SOME PARTS NOT SHOWN FOR GLARY. 2) J-CHANNEL FRAME SHOWN, PARTS #1. OTHER FRAME TYPES APPLY. R4 3) ITEMS a 6-M. 75�n. 79 B 89 ME NOT USED AND ARE NOT PART OF THIS APPROVAL 4) ENERGI PVC TO BE LABELED FOR AAMA EXTRUDERCODE XL EDGE"' SPACER `p1tV LYN r/�'' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34276 (941)-480-1600 L * No. 56705 ® COPYRIGNT0.11 PCTIINIISTWES,MC. �9 CERT.OF AUlH. A2B298 ALL RIGHTS RES.. '73 6 G: m; ,= VINYL FIXED WINDOW NOA (NI) 'g 919/14 8 BOM BASSEMBLY JROSOWSKI NALIE�T`` Ifl PW-5420 N MS 2 9OF9 2 MD-5420.9 y S ALYNNMILLERPE. Al P.E.B W105 M IAMI•DADE M1AMI-DADE COUNTY • 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMR-USTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOT O n ACCEPTANCE (NOA) w .miamidade.eov/eeonomv PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations goveming 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 I I)ESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. 1 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 06/19/17, 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. 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. nianwaoE couNTr NOA No.17-0630.01 f Expiration Date: May 26, 2021 Approval Date: November 09, 2017 Page I 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 08/29/11, 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 thru 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 50` Edition (2014) and with FBC 6t, Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 l� Jorge M. Plasencia, P.E. - Product 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-S' Edition (2014) and FBC-6th 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. - i Jorge M. Plasencia,l?.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SFPOE.I / ATHRUO; SNFETB iJ /sFA.11 3 �HORI)LNTK T R=: MIRL --III-- SHEEI&24 LENOIM HGA "'LL MALL LExcm ADDOIONAL SNAMPLES OF MULL CONFIGURATIONS: I—OPENRM WmTH� —1 l£piH l— I I � r �HG MBLL r r MEIGR LFA�m r L SINGLEMULLION SINGLE MULLION ', SEE CORR'=SPoNpNOOETM9 `- FItOMFIOUREIA9OVE CODES/STANDARDSUSED: .201] FLOROA BOLONG CODE(FBC), SH EDITION e2014 FLORIOA BUILDNG CODE (EGO). EH EDITION .ANSVAF&PA ND&2015 FOR WOODCONSTRUCRON .ALUMNUM DESIGN MANUAL. AOM-2015 •ANSI SHB-12 .AISC35D10 f—HO612Nuu.LENam—I MULTIPLE MULLIONS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE INADDITION TO ANY ANCHORS REQUIRED FORHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUEAND SHOULD BE EVALUATED BYAN EXPERIENCED INSTALLER FOR HE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOTH8RS, HAVE BEENE ESTED AS FREE-FLOAMNG-MID DO NOT NEED TO BE D RECTLYYATTACHE) TO HEMULLIOONNDCLIPS, BUT AND NUMBER OFANCHORS IS CRITICAL TOME STRUCTURAL PERFORMANCE OFTHE MULLET) UNITS. SHN.L NOTHAVE A GAP OF MORETHPN IW FROM HE CLIP. 3)HEANCHORACE METHODS SOWN HAVE BEEN DESIGNED TO RESISTTHE WINOLOACSCORRESPONDOJG TOME REQUIRED W HIS ANCHOR EVALUATIONS HRE 1.6 LOAD DURATION FACTOR WAS USED OR THE EVALUATION OFWOORSCREWS NOT USED 4) PROPER SEA NG OF ENTIRE ASSEMBLY IS HE RESPONSIBILITY OF OTHERS AND 0 BEYOND WE SCOPE OF THESE INSTRUCTIONS. B) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE E)"PLES ON HIS SHEET AND SHEET 24. FOR MULTIPLE UNITS. CONSIDER ONLY TWO ADJACENT UNITSATA TIME WHEN USING HE DESIGN PRESSUREAND ANCHORAOETABLES. HELOWEST DESIGN PRESSURE OF MULTIPLE MMUONS OR FENESTRATION PRODUCTS SHALLAPMY. S) WHEN FINDING YOUR SIZE IN HE MULLION TABLES, ALWAYS ROUND Up TO THE NEXT SIZESHOWN ON HETABLE(S) AS APPROPT REACTIONS. DISSIMILAR &) REFERENCE: TEST REPORTS: M-6443: FLOG ULTRAMNIAGGRE-GATOR NONE 0) MULLIONS AND CLIPS HAVE BEEN DESIGNED &TESTED TO COMPLY WITH THE REDUIREMENTS OF THE FLORIDA BUILDING CODE AND AREAPPROVED FCR IMPACT AND NON -IMPACT APPUCATMNS. MUWONSAREONLY TO BE USED WITH PGT MOVEDFEDNEST VONPRODUCTSHAVINGCURRE PROVALS 10) MMUONS ARE IN COMPLIANCE FOR USE W HEH 11) QUANTITY OF UNITS WITIIM A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED TRATHESPAN AND OPENING WIDTHMEIGHT OF EACH INDIMDUALMOLLION COMPUES WITHTHE REQUIREMENTS OFHIS NOA INSTRUCTIONS: I) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFPI FOR HE OPENING USING HE ASOE•T STANDARD. 2) CHOOBE A MULLION TYPE THAT WILL FIT THEDEPTH OF TIE FENESTRATON PRODUCTS FRAME DEPTH. 3) REPEATS SHEET 25 TO DETERMINE IF THE WIND LOADING IS'BCTANGUTAR' DR TRIANGULARRRAREZOIDAL'. _.___......................... r.enrnvn RAn•m cane TABLE& tATNPOUGH iBA ON SHEETS 5 HR! 9STRUCTNO)E.........._...__._ -I y1 EN WTION:......._.....____ 1 Illkkk555 f6Y' ELEVATIONS............._................1 MULLTOTXWOOD...... .2 PY NULL TO 1K 6 MASONRY..._._ 2 INSTALIAIWN NOTES.___.._.__2 NIM1LTO LVSONRY .__..._.3 N MULL TO 6TEEL SIUD._.___ 3 H V MULL TO LOJLL_._........... ....._] yv tt iLTFANATATEWPS._.__-4 ✓1 .5�y+ 5) FROM HE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN HE NEXT COLUMN ANCHOR CAPACITY REQUIRED (UBS). THIS VALUE REPRESENTS WE WNOLCAD TRANSFERRED TO HE SUBSTRATE BY HEANCHORS AND MUST BE METTO ATTAIN HE FULL MLLLON G AGITY. 6) FROM THE ANCHOR CAPACITY ILBS) TABLE ON HE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORMUBSTRATEIANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT HE REQUIRED ANCHOR CAPACITYISMET. T)IFTHEMULLIONCAPACRYILBSIFPI OBTANED IN HETABLE IS HIGHERTH4NTHE DESIGN PRESSUREREQUIREMENT(LDS" Tr 9FORHE OPENING, YOU MAY USEHE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACM REQUIRED. WITH THIB VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR HE SAME SUBSTRATE 8) VERIFY HE DESIGN PRESSURE RATING "SIM FOR HE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH HE FINAL MULLION CAPACITY LBSIM OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR HE ENTIRE MULLED FENESTRATION PROOUCTASS99BLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING HIS NOA TO APPLY FOR A PERMIT PRODUCT REVISED Begepl Ie with Me Medea t 11Oda NOR -No. 17.0630.01 B.Po-soe Bate 05/26/2021 t ' w( LYNN '/,, `GEN'.. M/ *; NO. W705 o.. ATEO I.k,Q,. FL DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) S ME 1=01 CO'BOTWIl OUP MAY BE `%TAU.ED.1 4 4 EXTERIOR 4,1 DETAIL 13: MULLION ATTACKED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) 4 LOCATIONS EDGE m p I IVANOR FOR SCRONS FOR ..u.ONE EXTERIOR EDGE BIST .4 FOR I ATTAGIMEM Arvp FRONT VIEW SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS EASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST HE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETNUS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PMHEAB, HExHEWD OR FILKTHEAD. 4) WOOD BUCKS ME OPTIONAL, SEE DEfM 0, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MMT-DAGE COUNTY. USE ONLY MIANIFDADE COUNTY APPROVED SLOO ULTRVWN OR SLOO IM S.S. AGGREGATOR MASCNRY ANCHORS SIDE VIEW ' z , w 0 C) O.ER HE z STAWAPOOR OFFSET... CUPMAYEE OfI, L Ro z 6a �S z o z S2 2 z 0 0 z 0 0 90 0 ' Ir RE VISED IS E D PRODUCT jnEwM the Florida .u�=jpeo 17-0630.01NGA-NO. NO. 587GS P.E. DETAIL E: ti aslnN MULLION TO MULLION S INTERSECTION DETAIL C: ERSECTION NOTES: A MULLION DIRECTLY ATTACHED TO ulxLlrn (U-CLIP) 1) MAY BE INSTALLED IN'TEE'OR'CROSS' Y MASONRY STRUCTURE INTERSECTIONS. d g (STANDARD CLIP SHOWN V IEe / \ 2) MAYBE INSTALLED HORIZONTALLY 1 (BHOWN)OR VFATICPIIY. N 1 s U s1AuoARo 1 I f91bVB91MTE, FOR URE DRAWINGS SHEETS 21-23 H; FEE TANE9 testae TOPMEW NON iO1t CORRESPONDING MIlLLIOR 0 d W o se wu QIP IMYBE p e EWE019ENRY _ INBTALLEOBY I� I FWitMS@INY VtalE9i-4 ? m THI9 METNW pNLHORe 11 A1351EI-NO OR %NmUON1WN00R PPEDRtI. E, � FFF1 MRDUNANO USE S. V. W O a ///���✓✓\ g In N w EXTERIOR e•• e ��IRnHw O e uwnFNcoNCRETe a+Fwu FRONT VIEW uwvlalcwcNEreaacw SIDE VIEW INSTALLATION NOTES: I)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO. 2) OUANTDYOFANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICIOR AL REPRESENTATION ONLY. BECAUSE THEANCHOR CAPACTTY IS BASED PARRY ON THEANCHORTO ANCHOR DISTANCE. THE CORRECT DUANTRYAND LOCATION OF ANCHORS MIST BE FOLLOWED, REFERTO THETASL ON THE FOLLOWING SHEETS. FOR DETAILS A-D. OTAERTHE STANDARD OROFFSETCLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OWIONA4 SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPUCATIONS IN MWAI-DARE COUNTY. USE ONLY MIAWDADE COUNTYAPPROVED ELCO ULTRACON OR EL00 Ne' S.S. AGGREGATOR MASONRY ANCHORS. EXTERIOR FRONT VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) TYR ANLNOR M WESTRATE. 9EETABIF916198 A` bEE6HEET5 ft.9 Fm HIXE Lounws FORSTEEi�e11N NNER�NNER. FRONT VIEW tS BAANO cwewnuraTTx ME"o"ENJ Cm E.ASFW0.'OBAf.1RNM USED. j TASRNEN,.YORR. EXTERIOR usE W000Auwo9sPErs NOTES: 1) FORV WOOMACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES. SHEETS 5-20. FOR QUANTITY OF SCREWS. SIDE VIEW PRODUCT REVISED as...,Igg MiN Ne Flatida BuBd1AB OR NoA .. 170630.OT te.taB � '�'+"LICENSE �i No. M705 SIDE VIEW `TF DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) sEEOETMLSA BREETBi NIo 3f oo`TµI x TOSPECwc6l� %M .EXTERIOR women STEEL. NLM.GNORAVEONFY SIDE VIEW BHJWN WIIX 1'%1'X.13G'� MULLgN sseTwlcs lo-ue sTu+oARoaP TOee MMIFlEp p1iR1D. NOTES FOR INSTALLATION OP IONS F: 1) DETAIL IS NOT APPLICABLE FOR WEB" OR 1.2T X2.11' X.12EMLUION. 2) SEE TABLES 10-138 FOR ANCHOR QUANTITIES AND SHEER 21-M FOR HOLE LOCATIONS. 3) THEW CUP 15 NOT SURABLEFORTHM APPLICATION. DETAILG: DETAILH: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) tV O O TOP VIEW PRO13UCTgREVISED w& -IN 1Ne Flarlaa 6oIpq CaE NOA-No. 17-0630.01 e pl.a:lon Daeo 5(2612021 BY mlumfi J P.oaMe r NOTES FOR INSTAIIATION OPTION G A H N oaGN'! .. . 1)USE2ANGLE CLB'S PER MUWON ENO. CLIPS MUSTDE INSERTED WSIOEOFMULDON. aa'��'�1GENSF � Y•� 2)DETAIL G: SEETABLES IB-140 FOR ANCHOR OUANTITIESMID SHEETS 21.23 FOR HOLE S ' *j No. 587M LOCATIONS. SHEET 22 FOR HOLE ). / 3)DETAIL H: SEE TABLES 15D OR 16B FORANCHOR QUANTITIES AND U �AQT:• qTE LOCATIONS. tCs'•-�ORIDP, �''iSAONAL Es A LNJNIM1Lto FL P.E.B 587 M211 TABLE 1A MUM.. Ca ... I TAM. elR Opening WId01 Paired wR/5pe10np muNare)Or Opanlrlg Helght((alvlail, I" pm]Jlg"A5aa) tiON 160E BON Pecb9iilar lmdnB TNMm¢ LDe®q 1WF Ben-wo IaNNO Trar Mal LUMO I:OF We..w trad., Tratalenp. Led" R-iolea Uol, 1RPRM0. Iadee .' Firm Laed]V Tlo[Ifllanp. laete rnmO. RaC+^BNv MI, TnWplmp RmdngYV ]ON Tn(Tlerq. Rev'IonWlarJ�1. Ne 1122.126t" AIum.Tlat r0l _�_f.MOT!ukk� WVAip ]mLq 8 ImdnO 1reZ loWnB gi � I xtlln � g� pp$� s g�g� 5as3 111.0 4M 131A ]L WS WB 119.6n..p WB 10].B ]H BBB LOB 621 bB 1d, 319 "A 40! INA ]IB -a 4WINA 319 NO 400 ]13 IWO 319 81.0 2N 3L0 4PJ ]].4 512 IWA 51910N 01.0 2N AA ]R 010 2d' 024 ]12 1].a R4 630 i1] 0].0 . b0 ]I2 41.0 ]13 111 201 61.1 SM W.1 3ID ]].9 J13 31.0 91 81.0 RN 19] RIO TS 3@ 36.0 301 NPRN KS 119 '0.0 21.0 211 49.3 210 rt.0 301 441 310WF .1 ]GB ]N 6]] Mt 11.O 'd0 45H ]01 f3.] E1 ]0.B ]19 MI 11] 09R 34] 35A 1N RS RI] 10.4 18J 11B 24] ]tl ttl t!e 30 30.1 IM 10A M N.1 tea b Win #A X.1 30 2m 0i9 I1.2 2D 1]0 9.9 3t0 Nl AO ABA ]5.4 2W "I. 1>A V, 3q 2(G HA 31.9 199 IBS 2l0 2W 2A0 1DO 21.i N ZI.1 199 IDS ]W ]SB 1!] 1.. 200 35.0 1=A p WF 3J1 IN 164 W.0 \N M] 1Yt ]1T I01 LIB 2B.T 131 I1.0 146 IBA 1B1 E.0 1N 160 101 21.7 N] 2 90F AA 180 30A 143 "A 1.5 "1 1]9 10.B 109 RY1 1a. 100 163 21A iN RF 224 1]e ]3.] 13a 1B.B 19.8 1p- 19.8 133 1].9 118 T9b 1B-0 12] 19.] 1N 11.7 10 I -A I., ]Bp Od 110 162 1N nurunn -aaf`m an Illy 6utelM'. Anp11e9(:Ip PaXem9 NatrcTym Etp.a.." Emttever D 1M[Mn GAR'MT. O.G/ o."or W#IQU(a'¢Ik MmNn0 L1S4h 8.G/8leida00rORx0Gq 610- ]ll 1PMMn ®1'MM1O.G/(R)ia9Argb C1y 11Fq. Zk 1AnDm®B.IS'Mn. o.c ILLGMIMD.12SAIi..(Fd 1 AmXlIF.Gry lR3. lF 3AlI0AM®1.19' No O.fJ'_N Fief 1.]Y IYAerale 9IIC OEOUhecm P 1�4' h3N' ]9ZIte 3WM 4W Im TBOYn ZWIN TBO. WA WA IWA 105A 340 be ]'A Re AnG 1/1'EkD Ullrsm WN' I+lll• IWb 6001fe WA Wp 0B0Na IWORe WA Nlp EA NI Rs WA WA ... U. ].SRIkM. at0'Floo UnmM P 1N qa WA 1N9b WA 'BIIb WA D laov Ga. alw0r.m.a, 141P 1.1/1` 210 W] 2W Ib NIA SW lee %Olb 5W Rf WA WA 1]]2a IIOb WA 1W 6e HaeQe G]'U 1M'Eb01tra' 1-tll' 41/4' 1N Na Nplb NIA Nla NIA ]Wb WA H/A Iilb 910 Ca WA N/A lu'n9 Ekv Apl=G 1-111' 9ZIIDa WA lb lta WA t611M NIP LI9'Eko IIVaeOn I+I/P 694 be WA 990be Nlp lltlte WA FIPW CMU IN'99 Elce AWreC (w P B Ib NIA 1N3Ne WA IZJBs BT OIDE4V 90nV FT "Yr NI16c tail to 603b WA WOM allied a.-pe 13ry' NIM 0890] W9Ma WA MVeI it 6Dm11n5) WMY `.b01W 1130 Pa 11ZGIb i19b tN Na 3211b 390M IUA J11 Ra N11d EB9Ps Nmm roP Inc Vmatt uir,... (OP )X /nnw�n ).ANCHORCAP.- `MULUON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION, RWILL Y B O A MINIMUM ANCHOR GAPACR`/ WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 9 t X PRODUCT REVISED' lt.g. WIM Me Florida BU..ma, E 0n NOA-No. 17-0630.01 Expiration Date 05/2612021 a'- D Pr e0 ognt]o FIGURE I: FIGURE2: TASLENOTES: ® O 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. G SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. -j 1.000- )-- 1) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-22. 2.GOT • • FIGURES SHOW SUGGESTED; APPROXIMATE HOLE LOCATONS. AA A J YLYN N ANGLE CLIP MUST BE USED IN PAIRS. 4) SUESTRATESt CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANO GROUFF LLEO PRESSURE .its aO- EN "L3CENse CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TOASTM CBO.WGGD SHALL BE -TREATED AN SG OF O.M. ALUMINUM SHALL BE 6033T5 ANO BEAMINIMUM OF.12s I' No. FIGURE4: jI�I FIGURES: FIGURES: YELLOW SOUTHERN PINE WITH THICK STEEL STUDS TO BE A M INIMUM GRADE 33 ANDS45'TMCK(18 GAUGE), STRUCTURAL STEEL TO BE AT AND O. ALL ANCHOR INTO SHALL JIM S.S. LEAST 35CREW THREADS BEYOND IZV EKTEDATA A06.5. i-xrX.126-MULLI04LEA 5ST05 © WOOD METALSH AL kK WOODMAYBESTEE. THE MATERIALC10 NCH RS INTO THE MATERIAL STATE F' A. TABLE 2A MAIB0.n Ca ea TBbla .Tt' 1 A 2 a.075 W MUNonFa3@ wenlnp WIAIM1 (kfleNrdN-9pBMl9 rtAYla915) oellpenln9 Wln imyiAery. 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In3 ]1 38 O T 19.] 5l11 Sf ib 3f0 171 tM 182 Bl9 Y1 v-oZ4480N90 71 ie] m I3A 1nA 161 R IR 0W me B1] !] WWi.0a B33WY1 95a NB 0Bfl.0B JJ AI A9 MB 0a 16! 411 91.] 19.8 1flB 261 Af M9 11B 183 1fla fl6 11J J]1 3N ]89 YA la! 111 W.1 186 ]SJ WB 2A 116 IW Ba IV 1ga 150 169 19 B.B iW 163 1611 W 41 1&8 IN 1p.0 IR 1S1 IN 1fl1 1A WM 96] tW tba 11] , aucunn cePGCRY GM1JH3 TABLE 25 Mello]Ca a TgbH nel IIUILwCW Ma11]1N Pi NGtl Wd 6lmaam. 1T CaWrtfe ].64 CPe.e VI'BSEIoo Yl6•F40 VI•9S EYe le. SW 0els. pl]6M1tl ImMT]¢ YI6•EM Nmm� 1/f Em4pmi b�� YIS Ekp114cm IM FeoI®sm AWeCem me. ApWC+y 1F51 6m..pa1MC6a1COpPavam9 SA? }IR' iDt7 1• 1' 0.]NT 01ehima 6nf 1' ?V[' rE4 vM+Spm1ve09i5'APe 6e M-A 11Mbift 1MIn QG/SIm6W 1a gAY1 OIp1p]F S} 410M 1W Pa WA WA WAAA m 1tMMWA 3f 1Wb 70. BR Ee 1tNRe 18900v ROb YA Re WA WA AA HBPet35b WA WA HIA NIA WA WA WA WA IM 3W 0eIW SW Fe •.•nce na 2uc cilrJnaCn 3IP VU G: hVll II1C Vrvcacr Vuc•-,n -...-...................... .. WHEN R =ANGHORCAP.d PRODUCT REVISED mphlnp WIN Ne FlarlAa co BUIImp CCPJJ NOA-NB. 17-0630.01 FIGURE I: FIGURE2 TABLE NOTES: ® 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. tw SEE EHEEf32A FOR GENERAL INSTALLATION METHODS. 2) LWEAR INIEXPOUTION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: J) MULLION ANO MIALON SHOWN ARE NGT IM SCALE FOR EtACf DIMENSIONS, SFESHEEIS2133. FIELD FOLLOWING DIMENSIONAL RESTRICHONS SHOWN ON SHEETS 21-23. FIELD 2000 ` 11P II nl//p A`aON,,..... Al . • • ® HE HOLESTOBEDRIf1ED IN THE FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L J ��} • JSF '<<�% ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTRATES: CONCRETE 9HALLCONFORMTOACIMISPECIFIf TIONS.HOLLMMDGROUF-FILLED SMALL CONFORM TO ASTM D-W. WOOD SHALL BEPRESSURE-TRFATI]J No. 53705 ' *j/� : *_ FIGURE B: CONCRETEBLOCK UNIT(CMU) YELLOW SOUTHERN PINE WITH AN GO OFO.55. ALUMINUM SHALL BE BOBAUGE) DBEATURALS 1'XYX.3)5'MUWON 'O IL(a FIGURE4: • IR'�II'��`T I� FIGURE 1I 5: p I EL TO THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE), STRUCTURAL STEEL TO BEAT LMST.125• THICK AND AW ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCHEW THREADS BEYOND THEMATERIPL k10d N12 ANCHOR9INTO W00D MAY BE GTEE41&p S.G.OR di05.5. .A. Ll V{ ^O� •' A<ORIDPN��` A REA 6 P¢sc°wnr ao ia3av '133HS SIH.L S3PJNVHOQNLL/6V90 DISMOSC,?jr oral-w�O�sJ O LN6Zno INSMOSOilf uluc v�a.'+mw wn r..r vw :Aa wran moo aewm ° C IV ` �R.......... 21f00E9 Bdsi. V/N VIN :.ws uwi= m n ;����.,,..y SO3dS llfIW SGE'XSG'ZXL >c l c 2.G �'•2pf1� J� W SNOIllf1W 38fll Wf1NIW(1N 1NV1SIS.2--LOVdWI ;. ° = m ° UZ k'o 2�a 03/�N3SMS1 IM1 'ONCS3R MNIMdU OMEN e0 � d e ° =yO• (Dm 03� E S•�''. .gy�`d oem'i mE �i ab iI 'Q �011 \.. 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PLLMI REHERVEP a �D:a m _ a 3 !mIMPACT-RESISTANT ALUMINUM TUBE MULLIONS cA my.°� 1.25 X 3.25 X.624 MULL SPECS "r;2 r3 m 'm smm smiz sneer o N/A NIA 6300JR 14 d 2 tmc ,Etiwmar oovE ` p N aeu.e N Cm: ur N 1£VR'E a X!)J J ROSOWSKI 06/29111 C Re l .m-soc IWO%, J ROSOWSKI Ofi/19117 NO CHANGES THIS SHEET. ncsRr.aFwiRurnm Z. -I •®•� 9 c • a m "A' s H m u • • • e C A • • • N • O • jaSm Q POE y N mi C, cpp $o Pm1 yppcc �zn Om NpnnPyTy 2'!~/!C y ym CZm y �t2�—� 2�2 A 1s y mTp �n x. z y+ �00 m DA (t y 0C3 T, X(J ymC p yp �4�n5 2$�nn 'moo y N g'"myy py•i3pmym� 2 yA OCOmy �09 o pnoo Ay 6 z$$x Eta= A° y mx mnmyyi?z of C�4 'l aliSStp fop F A>>N T�FMfy`c C �Tm r6 Pozyo ��� m mp~ mfmllym➢D [� !0.yyryFr� �pm y ym m g=8o op z >� rayry� Azr A 3g mp3T33oaa 9 �p na M� 9, DiS Q 0 m—Y_1 �-i m'z' m c1 3 a2 i0� `Gyy ian z boo g�N �mypi yAH A Ri§H p- o yw�i y mF Z tyl y ; 2 C OTm y p py;QOn91Cii L 5y 5 p `O 0 0Z FzEmA on b �cf m=pacs z p p � 9 O�ODOp X �p c Ev my�mZinn2� �. 3 2% P n '1� 'y y Ty p m'1a5SP�o Q Btg g a o=°p O0'90 rQ() �^ o •.y Ten CCPVitIGHr03Ct] PGrINGUGTRIES, ING ALL fUGH15 RESERVED Im zD IMPACT -RESISTANT ALUMINUM TUBE MULLIONS :B E,m oeemoaert `9�pm'. 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SEE SHEETB 2A FOR GENETUL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION HIPS SHOWN ARE NOT IM SCALE. FOR EXACTIONS SHOWN ON SHEEETG 1-n • 0 HOLESTOH DRILLEDWSUGG STD. MELD PROXIMFOLLOWING ELOCA10NAL RESTRICTIONS SHOWN ON SHEET521-23 FIGURES SHOW SUGOESTEO, PPPRO%IMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUSSTPATE6: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS HOU.OW AND GROUTFILLED CONCRETE BLOCK UNIT (CMII) SHALL CONFORM TO ASTM O . WOOD SHALL BE PRESSURETREATED Y OWSOU0IERNPINEWOHANSGOF0.55.ALUMINUMSHALLBEM09 ANOBEAMINIMUM OF12S THICK STEE1 STUDS TO BE A MINIMUM GRADE 33 AND.04T THICK (18 GAUGE). STRUCTURAL STEELTO BE AT LEAST.12Y THICK ANUASB, ALLANCHORS INTO METAL SHALL EXTENDATLEAST 3 SCREW THREADS BEYOND THE MATERIAL 9106 012 ANCHORS INTO WOODMAYBE STEEL, I&B S.S. OR4105.S. a ANCHORCAP._ FORMULA TO OBTAIN THE -ANCHOR REQUIRED' CORRESPONDINGTO AN RESSURE REQUIREMENT FORTHE PRO13UyCT9REVISED DullElnp LltlewltII tho FIIJda NQA-Ne. 17-0630.01 Erplv6vn Dete 052612021 e Mlwm o4RPre uet Lav m *,� No. 58T05 7 •°�a°w^e ao'iaaov '133HS awr v'avxuH ..us SaHf0S0E39ONV°HweZm) wONn LI/6W9.D:Dsmosma, No O 9DImoowwr Z tlftl/NNfa ....j, >: ZW%°ac S03ds.IifWAve g3vO°SNOlW39(1WfNIW11V 1NV1rct +w n�u aw Fg °3Gtl3S3tl SLt°Itl lltl '°NI'S3M1500N11°d GLOZOL19RIDd00 BSc d = 0.., ( z o ti �dop�w°zQ�� k �o8g NN, �°�GrG°WWrcy S9�o� C 2 JKKtI-Y o a �5° sy66'. �+ w a°-- 99 <'s oSH 33i3 °Jrmti�z�oW o x �Q�zggg�gQgEx o� �' �cgaov3a d�'a Ps �B�b EaA ]MASS <z �e�d_Sg� u nww z ._ry wgvl'i'•Fm aEEE o w K �vyy Es Wiii 1Z1W s H= =`p�8se" 3 yy wm jwmmwm 6�hTR$� LL F Ez zmzd fu'w'v xm myt ^^^ ° O -1 V ULl h?EF OO W a <jO$ ySJg�gN ^ VNpF oF7$�0 s wZpo TH o" <o ~f ° 22 OFO W0° iZ Z s W99 OO €b"EE ?Q Kok' of=d-3 M 5 M wo�oo a p f °Z £ og2o 9 6 Ee`3 Qz �wKZ¢O ° T SFF 0 0LLZ 2`a jS -W mJtUO €WR. 3EE �� ��wm�� Y z 3 mg ;vFB RS 3� 4 o-u °in-°i° 5�as wal Wo o �wO o� On E3 oLL saw u6�P6! om- �g^p �m z zdmi wm3"1� z mFwFn ap E_a 2 NN SOW mffSV1� __ �sa�w s 'off "iG aUTrjr e 3EE§ � 3 F�3�mw b •^E 2 ^ce$R w 6wp )pp see V JUJ GCod • m A x®gF �� m❑ ILL • • U V ®S F¢®¢ tl LL m• Q J Q Z w F r LL— rc cwwnN.e s �� NPb wmomww 4 � a p - `p tmdwu• e e � "a c � `a_ 9 lau.av - 0 v ¢ - Ism w+mcau �� 3 � F FIR �� F� A ��`� NP�J mmgy A G 9 2 k SI 8 ti .Y F F I� wn.wa p S s fmo wmwtl � g g a � R g � fln � � ® � G p � 4VwtlewN S - _ ¢ lwlwAw.tl 5 G y tt¢ 8 2sE'Nrnm�2eeea�m ? 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LL 'd Ae z uWK' S O a9h O tin 4 `AC NNaC3 3- VjZ �5� 66 Oii E§< o a °i oam SO DO qG o O<q N U06 rc rr b_apa Q 6 Ohm WB.f W wz° and m'ur� -=� O- NO W a � --- 3- �� am o.91 �O�d 6Coro L' n3H2a mD j 38 OZmCm �+ s _$Ry LLE zs00ao V `a ip ma j� awa�3w�0 tR £ P. d BNs "NBA�F ?� �ao �zavizn c .{.1L OLL O �BN HUWJYO a y hy�g s^g a.0 wOSN=@ yF w µ Z yw � m w3N^¢ m a n 0 m2 U% N 5 N�aag ME od - n ° ES z b a 'a�$8 W Espn m m F Ll m444 m I dU� 4 m E �go = m ElV ® m LL LLm €€b§g@ Naem-inv+�v Ell a! 8i n B d F a: � A 3 n s F 9S NPwt>�p�w �� F a G R R es Nmeb>�mla�q �9 NPemil nynry c 9�- = m ® A e; m m e� R e� F m R 9 Nt»� m g E �9 Nmemamww R 4 R_ q k_ gg q M� 4 A- k a Pr � � � Nrnm>nwuv x 8 e � R 9 u e lwow✓°•u a � s �a Namomemmu R F°� t S _ g A R N. b 8 2xR NI�>+°uodmw �� ffi C A A 5 29 k�meo ml�R-� ^ � Aa' lead wmaro Nmmmv>nv+w � � � � � $ � C � 9 � F A s � N�iwam z _ e 3 Iwlvneay�9�m`__'ee3�35a a,�anwx p tt e �- O 6 h 1•mlw�me � � � � ® _ = _ � Bt � � 3 � � r mIIW4 Navd>uoovsv m � R R E .'- R R x= q 4 8 ffi 5Y t Hpma�nomt - 8 5 E 49 2YIpp 9 4 q q mry � % m WT � yeemn emw � ^ � m F--1.25B'-i g p -� 1.000' r -� ,.BBB• r � b r IIr V-lAV--I ^ y "I 1.DI10" )- -y 1.000" 1-- I I .125' a & I >>Y .125' 3.IIS .t25' 3.1W' 2TW 2.750-air 26' ,1A. N .125 .125 2.116' LD00' 2B00' 185' a 9 ttU .125' it ZN2 w L 12V L 3I5 375 100" p = -T r BBB• r m 1'XY%J3b•MILLAH 1'X2'%.JT5'MUWON 1'%2is'%ai6'MULLDN 1'X2]5-X.BSRLIIILIION VX8,2S%.SMUWON 1.2SX3.186'XS551MUON 1Y2VX .11'%.1264N"D y pp W ol 5063TBALUM. 6CB1T6 ALUM. 606ST8ALUM 6061WAWIA. 6C8}TB ALUM. fif8SEETIO M. 6X-Se WM ;❑A Q �6 %-SECTION %SECTION %SECTION %SECTION %SECTION %SECTION %3ECIICN p m Z p41 W 1 j r.12S ll' 20 UcMu Ell, f MIN. I I l _J 6[63-jm BALM OUNDARY. LIE TOpVIEW SEE :ANCHOR OO.C. DIAMETER • Inc.. 5.600'� aIN, .ffi5• rN,IN. MIN. I I I I r -L • ED I 178/ I I I I I I i I I I O OFFSET ELM 12Y TOPIsEIN VIEW rY -.126' II T.136' U16LIP 606�16 ALUM rr XSECTIQY 125'J � F- E 3W'MM. A U-0LIP BC61T6 ALUM. TOPVIM Z'.:-TEROF ANCHORLE MUST UE .. THE OABHED BOUNDARY. SEE SHEEt6117FDHTHE ANCHOR QC. DIBTANCEhWCMUM ANCHORHOLE DIAMETER:ANCHOR DIAMETER 4Itil'. 2xs AND1E c,IP 8 %SECTION X4ECTIWM. qD� L 12s �5.000'-i a- MIN. V� 2XSANGLEELP ALUM. BO61T6ALUM. TO"M VDMZHED F ANCHOR HOLE MUST LIE IVITH IN THE OUNDARY.BEE SHEET6618 FORTHE ANCHOR O.C. DISTANCE. M4%IMUM ANCHOR HOLE DLAMETER: ANCHOR DIAMETER' VI V. Mull Olmenslon(sheat/l) PGT Pert A Mullion Sid. Clip OOsbt Clip UClip An61e Clip 1"X2"X.126'(5) 66605 666113M W61118M W6243M 6BIS11M 1'%Y'X.37Y(6) 66W06 MI14M E66111BM 66B344M 6W512M 1'X2.A7X.377(7) 666D7 666115M 6661120M 666246M 656513M 1'X2.7SX.660"(6) 68W8 A 1W6M 6661121M Sell 651 1'X3425' X.WO'(9) 6W37M Mel IBM 6601114M W6242M (imism 1.2S X3ABr X.AV(12) 66641M 6661117M WOII13M W241M GW516M 1.2 X211'X.125'(18) 693I WA NIA NIA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOWOPANG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS ".12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-44 FOR GENERAL INSTALLATION METHODS. TART F A Dimension Value On) For Mulllon: A 1.625 1- XZ X.12S Aluminum Tube Mulllon B 2654 C 0,895 D 0.740 A 1.125 1'X7 X.37E Aluminum Tope Mullion B 2.401 0 0BOB D OADO A 1.875 1' %276^ X ,375 Aluncrearr B 3.000 C BTU Tube Mulllon D 1.118 A 1.312 1-X2.75'% .BST Aluminum B 3.000 C 0.476 0 5W6 Tuba Mullion A L000 1'X3./25'% B 2637 .500'Alum C 0'653 Tide Mug D 1,137 A 2.82S 1.25'X3.1W B 3.262 X.285' Alum C 0.862 TUBE Mull D 1762 1.26'X2.11'X A 1.813 .121' Alum Tube Mull PRODUCT REVISED as plil. w11A the Florida Bantling ei No"o. 17-0630.01 End-fleo Data 06/26/2021 *: No. 58T05 FL 125'X3.25'X.lW-- 125' X 3.217%.624' MULLION MULLION ED]STS ALUM. W0 TSALUM XSECTION X-SECTION i 3D' BAY MULUDN 806}111 ALUM. %-SECTION 22s•J {—,eer-I 3T6 MIN. .3T6' MIN. DIALI ER NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, MIS. 1e 820 FOR SUGGESTED, APPROXWiATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, ZB00• '12s BTpNDAROC 600}16 pLU %SECTION I 12 3EATF,BHEE6EE '3T� :TM.F,BNEET4 1 I I I I I I F I I STANDARD CUP 00,HTSALUM. TOPMEY2 .3]5' I I I I I I I OFFSET CLIP 6003-16ALUM. TOPVIEW ]40- }{ .12F Ir--II—,125• 2126• 2.000' ecsars ADIJP UCUP BXSSCALUM. 5 XSECTIlUM. %SECTION ,@6' %�sECTION L .,25•r CENIEROF ANCHOR HOLEMUSTGE WITHIN THE DASHED BOUNDARY. SEE SHEETS 1020 FOR THE ANCHOR 0.C, DICTANCE. MAXIMUMANCHOR HOLE DIAMETER ANCHOR DIAMETER• t216'. SAW 3ry MIN. __________t MM. I I p 1—_—_—___� f I I I ---------------- I 1 V 3]5' CENTEROF ANCHHOLE HOLE I TMUST HE DASHED BOUNDARY. THE DAARY. SHEETS RY.3EE SHEETS 1617 { FORTHE ANCHOR DI - mmum MAXIMUM I rWCHOR NOLE UCUP 6061T6ALUM. TOPVIEW TAru C. n TARI P (1 mrvT' Dlmenoon Value (in) For Mulllon: Dimension Value (in) For Miller! F G 3697 1.000 1' 4•X .125' Tote NOT. F G 1.938 0.500 1.25 X3. V X.62T Alunirmn Tube Mulllon H 1 ZooAlomle. 3AOD H 1 1.I38 3.250 F 113T PX4'X .3IS X.T. Tube A'T' F G 2025 L125 1.25-X104" X.824' Aural. Tube MSone G H I 0775T 2430 1000 H 1 1.500 32E0 F 1250 125' 326' %.iw Aluninun TO. MuMeer F 2,813 W Bay Mull G H I O.TEO 1.500 3.2W F 2.876 4S Day Mull 2X6 ANGLE CLIP GOEHTSALUM. _Null DlmenSan pneetoi PGTp.do Mucun SN. CIIp offeelcupl UCUP Mole Cup 1'X4'X.125,00) m3m WHIM NSI12RM OW41M BWMBM 1'X4'X.3]Y(11) 6W010 WIR12M 061123M 668242M 666519M 1' X4' X.374 T(11) I X12T X.ISP(13) 1.26• X MY X.024.(14) 0653 2010020312 20181=318 U811W 660119M 66B10MM WH23M 8881124M BBB1126M 688242M M2410M OWN11M MuCHOM 6665115M 660HUM 1. X3941X.624.(16) 20162 BB011ITM M1126M 661NIM M17M w Dole.(19) Goods WA WA WA BB051IM 40 Depne(4) 65650 WA WA WA BM81GM PRO DUCT REVISED ca-P'j1� AJWH'WeF ]do 6VIIHIne oe NOA-Ne. 'IT-0630.01 EXpUatlen Dale US26M2021 uc By enlrol No. 68]05 LE C MullO n.won {5hoct#) PST Part# Mulllon SW CUPI U-CITp ARpla Clip 2'X4'X.25'(1B) 86802 666RB1M 6662]iM 6865112M TX6'X.2S'(17)1 66804 1 666262M 1 %6272M W5113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOYANO DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2)SEE SHEETS 16-17 MR SUGGESTED, PPPROXIMATE HOLE LOCATIONS. 3) SEESHEETS 24 FOR GENERAL INSTALLATION METHODS r-20Dr--{ 6.00' 2'X6•XMF MUWCN 608}TS ALUM. XSECPON -� .12Y-11--.12V-�Ir-.12Y a0 LL STANPARD CUP UCLIP MANGLECuP g BW1TBNUM. I 8053TBALUM T8 NUM . XO-2.13S XSECNON 2A� XSECFON .l2L1Rr2T Nff Zv°'idU LU I—,.4EDJ T CIRHERETO 3.5(10' SEE6AreFulp, .3Tr _SEE DETAL F. MIN. MIN. F 9HEEf1 �_______ ___I __ _______-_ I � � I I I j I I I I I I 1 I I I I I L_ ______ __J___ I sT TII pCLN/C�MR�.P ORrx4-M ALUM. CENIEROFAASHED BOLEMUST DE BTO ALUM ORM%i'MUT-AL bHEETt WIiXIN THE 00.RHEO BOUNDARY. SFF TOPVIEW TOpYIEW 6HEFT616-17FOR THE ANCHOR O.C. OISTANMMAKJMUMANCHORHOIE ANCHOR HOlEMU6rUS SpIPMETE0. pNCHORpWAETFA•lllfl'.EOASHEOSWINMY.SE£ SHEER W17 FORTHE ANCHOR O.C. , S.SOr� DLttANC 'ANCHOR DIAMETER OLE CUf IffR¢TD pU1.4TER:ANCHOR OIAMEFEft•1/I6'. .3]6' 3.50r—�' cfEATEFCUP. AN !' SHEEtA FMIN. £'- I I 1 1 1 -I - 1 I I I I I 1 I I I I I 1 1 1 I I I I I I I I 6.4 4.888' SFMDMOUM. BOTOPMEUM. TOPMEW UG p 6063.T6 NUM. USED FOR T X 8' MULLION SHEET T TOWIEW SHEETS 2X5ANGLECUP 6MYl6ALUN. TGPNEW 2%S ANGLE CLIP 606}TB ALUM. TOPMM z Z PRODUCT REVISED BaOEplYin9 ith the Plerido In# cafe NOA-Ne. 17-0630.01 Expiration va5 W2012021 Dy mla�n vrp vnero A. LYMMl.VIL'L'ER, P.E. FL P.E.# 56705 EXAMPLE 1'SINGE oRRGLMN 0� THE BUILDING SUBSTRATE IS MOM TO BE WOOD ON ALL FOUR SIOS. THE WINDOWFRAME DEPTH IS 2-IA-. THE OPNINO REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. I) INiTmLLYASSUMINGTIAT A I -WIDE MULLION IS SUITABLE.THEMULLION LENGTH IS 72'AND THEOPENINGWOTHIS3 32+1'-W'.REFSENONGSHEET25.THE COLUMN USING IuII'^ 'I'Ly,=alll YS I� ,1 n DESIGN PRESSURE OF=BDO%W OING MUST EPSF. USED. TAK TABLENOTHE MUUJON T SHOWTHEUS FOR AMULLION EXACTSUE, USEIS AT LEMTTHE WE NEXTIARGERSRERVmIPBLEMAME EPRI0F2-1b'AND WILLMEETOR FXCEEOTHEPEpU REO NO.WLXW9 M W1MTY 61Ll ar —I�3r --IF-uuuwlmx EXAMPLE 2: MULTIPLE MULLIONS FROM TABLE 3A SHEET 7. THE P XZ75' X.375' MOUTON (LENGTH -72', OPENING W DTH.70T MEETS THE DEPTH REQUIRED, NOT BE SUITABLE FORTHIS APPUUATION. IS458.31PSFANDWOULD FROM TABLE 4A SHEET S. THE V X 2.75' X.55V MULLION (LENGTH= 72', OPENING WIDTH a 701 HASA DESIGN PRESSURE OF 11-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FORME OPENING AND MAY REUSED INTHISAPVUCATION. NOIETHEANOIORCAPACILY REQUIRED OF US ES 2) USE TABLE 4B TO FINDTHE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE WOOD SUBSTRATE SOMME STANDARD CUP WITH (4)#12 ANCHORSAND THE M ANGLE CLIPS WITH (4) 912 ANCHORS HAVE A CAPACITY OF 085 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY WE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSI UA. WE LOWER DESIGN PRESSURE, OF MULLINS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WTH THE INSTALLATION SPECIRCATIONS INTO RESPECTVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN MIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAR+/50.0 PSF. THE OVERALL MULUON SYSTEM WAS DETERMINED TO BE #] FSF WITH AN ANCHOR CAPACITY OF US LBS.ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR ME EXACT DESIGN PRESSURE OF PSF: (GOPSF)X( OUR LEE U4.9LB5 (MAYBEUSEDTOQUALIFY#10ST aSCREWSFROMTABLE4B) THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBBAND USESACONCRETE HEADER AND SILL THE WINDOW MAMEUEPTH IS 2-318'. THE OPENING REQUIRESA DESIGN PRESSURE OF+50B/S5O PSF. 1) INTI6LLYASUMING THAT A P WIDE MULLION IS SURMI-E,TNE MULLION LENGTHIS 32'+7T+1'=105' AND THE OPENING WIDTH 1536'+36-+l.-M REFERENCING SHEET25. BE USED. SCAN THE MULLION TABLES FORAMULLIONWAT IS AT LELSi THEWINDOWARAME DEPTH OF 23' MDWILL < c goi THE COLUMN USING RECTANGULAR LOADING SHALL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01.55.0 PSF. IF THE TABLE DOES NOTOHOWTHE EXACT SIZE, USETHE NEXT LARGER SIZEAVARABLE. N W# FROM TABLE M, SHEET 7, THE VX 2,75- X.91S MULLION(LENGM 100'. OPENING WIDTH = 801 MEETSTHE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+I-101 PSF Wr 'ANOWOULDNOTBESUMMEFONTHISAPPUCATION. U Q 3 FROMTABLE I2A SHEET 18. THE 2'X4-X250'MULLION (LENOTH=10r. OPENING WIDTH=80) HASA DESIGN PRESSURE OF+IHJ PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE OPENING AND MAY BE USED IN TINS APPLICATION, NDTETHEANCHOR WACITYREQUIRED OF mt LB3. BECAUSE MIS NOWMOWN WATTHE MULUON W U-MD2-TOTHE WIDTH OFTHE MULLED UNIFTHEADJUSTFO OPEMNGWDTH 1S 36'+33-+T=N', NOT 73'ASPREMOUSLY ASSUMED. VERIFYWATWE DESIGN PRESSURE IS SELL APPLICABLE FOR THE ADJUSTED OPERNO.ALTERNATNUMMEWNDOWWOMS MAY BE REDUCED TO MAJNTmN PRODUCT REVISED THE 73-0IM.ENSION(3 WQ 35-VY+T=73`} as Inn99 with the Florida AN 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTRYD CLIP TYPE REQUIRED FOR THE CONCRETE SUBSIRAIE. IN THIS EXAMPLE, ASSUMETHE POURED Noiltl nB ea OAJIo. 17-0630.01 CONCRETE HEADERAND SILL PRE B'WOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE B'. CARE MUSTBE TAKENTO MARITAINTHEFASTENER5 EDGE DISTANCE USING THE STANDARD CLIP WITH (6)3J1B' ULTRACON ANCHORSATAN EDGE DISTANCEOF 24Q-011ESANANOHOR CAPACNY OF 1050 US WHICH IS GREATER. MD EW-UP. Darn 05/2(M2021 THEREFORE SUITABLE. FOR THEREGUIRED ANCHORCAPACITY OF971 USE. B FOR THE HORIZONTAL MULUCITS:Is miam ee neum cen BECAUSE THE VERTICAL MULL WILL BE A2'X4-X.25)' MULLION, IN THIS EXAMPLE WE WILL MATCH ME HORIZONTALAND VERTICAL MULLIONS, ALTERNATVELY. ANOTHER MULLION TYPE COLD BE CHOSEN. Is ¢¢ 1) THE MULLION LENGTH IS M' AND THE OPENING HEIGHT 1532'+72'+T=IOW. REFERENCING SHEET 25, THE COLUMN USINGTRHPE201DAIOAWiGUUR LOADING MY BE 3 USED, FROM TABLE Its, SHEET 10, ME 2- X 4- X.25T MULLION (®ENGIM=CT, OPENING HEIGHT'= 1201 HAS A DESIGN PRESSURE OF+I-I 711D PSF WHICH EXCEEDS TIE a REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REOUIRED OF 621 LBS. 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR ME CMU SUBSTRATE. IN MIS EXAMPLE, ASSUME THE CMU JAMES ARE W d WOE IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE M. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING WE 2X5 ANGLE CUPS WITH K (4)SHIP ULMACON ANCHORS AT AN EDGE DISTANCE OF I- GIVES AN ANCHOR CAPACITY OF 54O LBS WHICH IS GREATS. AND THEREFORE SURASLE FOR ME REQUIRED dIIHIn ANCHOR CAPACIIY OF 521 LBS. �.�aONY LYNJV,y„�'' 4)FORTHE U-CUP IN ME HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANWCR CAPACITY OF 521 LBS. TABLE M FOR THE U-01JP SHOUTS THE ANCHORIICENFF �: i ?.: CAPACITT'IS 1074 IRS WHEN USING 3 ANCHORS. WHICH IS GREATER, AND THEREFORE SURABLE,FORTHE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 53f LBS.THE . ,pS ANCHORTYPEISA0I2STEELSCREW. NO.58705' ' FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/-641 PSF FROM THE VERTICAL MMUON; _ TO CMU: //l it I -.. {� (LIB +1d10.0 PSF FROM THE 36' HORROMALMULLIONATTACHING 41-17D.OPSF FROM THE 35- HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON(INTERSECTION} `� %pO BATE , G �.0 F": IOC THE LOWEST DESIGN PT,,,EWE IS+M4.7 PSF ARB wGHTDAPPLYTOALL OFTHE MUWONS. 4/",,S7/ONAL WRIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USEDWIIIHTHIG MULLION BY^TEBLWE LOWSDESINPREWURE.OFMUWOMORFENES rON E`NIT�� PRODUCTS, WLL APPLYTO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWONAND THE FENESTRATION PRODUCT BE INSTALLED IN A. LiYP4MIKAJIW}, P.E. ACCORDANCE WTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUSSTRATESAND FENESTRATION PRODUCTSTO MULUON. FL P.E.# 58MS EXAMPLES OF RELTANGUWtLOADOAD NG,. r' '"II NOR I LOADING OFVERTION. MULLION LOAOINGOFVERTIMMLUJON SRL OF WINDOWS NOTANLHOPFD WRN INTERSELTNG HORIZONTAL MULLIONS EXAMPLESOFTRAPEZOIDPLIRMNGVULR LOADING: I SIP M—MM-A ���� fi 4►�iiiiilI NOOFHORIZONTALMUWON PW, LOADING OFVERROALMUWON LOADINRSEUINI RTILMM-U I SUL OFWMOOWS NOTANCHOPED � WNHINTERSECTING VERTCALMtRUON I I PW PW I I LOADINGOF(2)HOMMINTALMUWON$ FHINGEV I I I I I I I Pw PW I LOADING OF VERTOAL MULLION LOADIAGOFVERTICALMUWON I PANELOFHINGEODOORISNOTCAFNREDORANCHOREO WTH(NTERSECRNGHORQONTALNULUONS j F l LOADINGOf MTIALMUWON 3 n WE $ 8Z LOADING OF HORWNTAL MULLION Iz $$Q~ Q N O) F Z 0 p � 1 OAOING OF HORIZONTAL MU W ON / I , •/ � II Ii r LOADINGOFV FTICAL MULLION PW M.{.g_i—I_ N (7 8 3 N VYi a ¢'1 a! N Soto o SwoH rc 4 PRODUCT REVISED as liPI 1N No FIorICa aame NOA-Na 97.0630.0'I E ,dasMan Data 05/26/2021 LOADING Of HORRONTAL MUWON ^ A uc on ro NOTES: 1) DRAWINGS ARE RERESENTATIONSOFTYPICAL PA, CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAYBEEXTRAPOLATEDFROM THOSESHOWN. 2) IF THE LOADING TYPE CANNOT 30 N PW BE DETERMINED. USE RECTANGUTARLOACNG. •AON...... ,� ?�� LiCEN@E:';�C�� \yTQ�' 3)SEEPRCWCTS'APPROVALFOR No. 5ST05 'P AORIALANCHORLOGIIION3. 0O TA .f� ;RLORIOA..•G�t'� LOADING OF HORIZONTAL A�LhNNIM1�3ES2, P.E. MULLION FL P.E.# 58705