Loading...
HomeMy WebLinkAboutNOASCANNED By MIAMIr DA DESt. Luce County �AMI WADE couNTY, FLORIDA • M PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eoWecoaomv PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "770—HP" Aluminum Sliding Glass Doors w / Reinforcements — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless 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. TEILNMATION 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 No.16-0629.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. FILE COPY Y� The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No.17-0420.13 niAMMAOE COUNTY Expiration Date: March 24, 2020 r � Z I2a i i, Approval Date: October 05, Z017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idabnis Ortega, P.E. (Submitted under previous NOA No.16-0629.07) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. (Submitted under previous NOA No.15-0106.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 Aluminum Sliding Glass Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. (Submitted under previous NOANo.13-1009.07) Jorge M. Plasencia, P. E. . d ue t Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 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 Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5998R, dated 12/29109, revised, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 5998, FTL-0005 and FTL-0012, dated 08/07/09, all signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51 Edition (2014) and FBC 6' Edition (2017), prepared by manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jorge M. Ptasenda, P. E. P oduet Control Unit Supervisor NOA No. 17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMPPTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SeutryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. 2. Statement letter of conformance to and complying with FBC 5" Edition (2014) and FBC 6" Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by Anthony Lynn Miller, P. E. 3. Statement letter of no financial interests, issued by manufacturer, dated 04,118/17, signed and sealed by Anthony Lynn Miller, P. E. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 5. Laboratory compliance letter for Test Report No. FTL -7825, issued by Fenestration Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idahnis Ortega, P. E. (Submitted under previous NOA No. 15-0106.08) 6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 01/13 I4, signed by Manny Sanchez, CEO. (Submitted underprevious NOA No. 13 1009.07) 7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E. (Submitted under previous NOA No. 13 1009.07) 8. Proposal, dated 06/04113, issued by the Product Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 13 1009.07) 9. Laboratory compliance letter for Test Reports No.'s FTL-5998, VU -6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales, P. E. (Submitted under previous NOA No. 09-0826.12) 10. Proposals No.'s 094177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 09-0826.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc: for their Series "770-HP Aluminum Sliding Glass Doors w / Reinforcements - L.M.I.", approved on 08/04/16 and expiring on 03/24/20. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No.17-0420.13 Expiration Date: March 24, 2020 Approval Date: October 05, 2017 E-3 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT pESIGN PRESSURE PAYING IMPACT RATING SEE TAYLE51 fl 1A QV RAT Ep FOR WtGE9S UL 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) .EET4 YSSIIEMPACTRESISTANCE GLASS STRENGTHS: T=TEMPERED HS-HEAT STRENGTHED INTERLAYER TYPES: SG F .090" SENTRYGLAS COOESISTANDAROS USED: G4.7116' LAMINATED: (2) LITES OF 3/16' HS WITH.090' SG INTERLAYER. •2017 RORIDA BUILDNG CODE (RC).6M EDIRO,N G4A-91160LAMINATED: (2)LRESOF 1/4-HS GLASS WRH.090-SG INTERLAYER, j*.E.Z'AF LDR�mA�BURDING COOS(FBC), bTH EDITION G6- V LAMINATED INSULATING GLASS: 3/16'T ENT. CAP +3/8'AIRSPACE+7118" LAMINATED! (2) LNES OF 3/16' HS GLASS WITH.080' SGINTERLAYER. ePA NDs2015 FOR WOOD CONSTRUCTION GIA. V LAMINATED INSULATING GLASS: 1/4'TEXT. CAP +5/16'AIRSPACE+ 7116'LAMINATED:(2) LRES OF 3/16' HS GLASS WITH.09W SG INTERLAYER .ALUMNUMDES1GN1N1ANUAS,ADW1IS 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. •AI5I511I B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. .AISC 360-10 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3)ANCHORAGE: THE 33.113% STRESS INCREASE RAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE GENERAL NOTES.............I DETAILS SEE SHEETS 4-0. ELEVATIONS ......... ............ 2 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE GLAZING DETAILS. ........... 3 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE ....................." 6) REFERENCES: TEST REPORTS FTL-6998, FTL-BOOS. FTL-7468, FTL-6012 S FTL-7825. DESIGN PRESSURES ....... 4 ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAS, ANSUAFBPA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL ELEVATIONS .....................7 7) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY CONFIGURATIONS ........... 7 HURRICANE ZONE (HVHZ). VERT. SECTIONS..............6 S) DOOR SIZES URA MUST BE STRAIGHTVERIFIED FOR COMPLIANCE WITH TRACKSBEGRESS REOU8') HI H WITH MAXIMUM 4FL. RJDA NOMINAL WIDE CODE AS PANELS. MAXIM HORIZ.S SECTIONS............ 9 9)CONFlGURATIONS: STRAIGHT DOORS -MAXIMUM 2TRACKS BY9 FT. (108')HIGM WITH MAXIMUM4FT. NOMINAL WIDE DOOR PANELS, MAXIMUM4 PANELS. SEE PARTS LIST.......................g EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 3 7. EXTRUSIONS .................... 10 D.L.O. WIDTH =NOM. PANEL WIDTH-7' D.LO. HEIGHT= DOOR UNIT HEIGHT -10.126• PANEL HEIGHT =DOOR UNIT HEIGHT - 1.868' 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEOMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BACKS DEPICTED AS 1X ARE LESS THAN 1-12' THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER IX AND ZX BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILI LY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4' THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SMEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY RAVING r JURISDICTION. TABLEA: Are., Ora, AmMaType Real Wee., total YIn. D10. a..- YIn a.O, moo. Yln. pnb0tlm.nlm Yehl T11` w A Otl1Bd5M9, 4t2 ran as ems, F012410i 6SMS, F,•altel.F.-HOkQ All Se. Plv(Sa•o.Y') &1C ]IB• 13•C BOkYTE AlljerStoll YL• wle.wir 1071' A54 slw x• vm• aa5r or 33 S..I sm SY mr PAISpBGa) V4' Co. A90mUator® Fys]k.k P,00 al At G .odz mm 2al"l) Inn• r 1Nd ,hmb Flat & XysiY®o1 r r Y Jaob Hobw,Rtrk(ASlY C90 r 1Ni' An soMWn Pw l4o.o 55 r 1' f.YC D 0128.1 SMS(Dr. 5) At • -0 ouE0!}Te A ANminum YE' klt0' 0.071' A s_ YG' Yfd' a(MV a,.. at9 iBad I rG' INt0' O,OIS• IB Ga a F� 155 kfI, F� 1]I YY At CarcmM(m. 2.05 kel 1' 4' 1dlY drab Pa...k (AIDA cal) 1' 0 1.1/4' V" Ebe UMCmi F, tillol.F, Vksl A ram min 1 kU -? 4• 1J'C drab Ford BbcY AS. CA) 2nlr a' O P Arab Holbx Blo S]M Cal 2n? 1 8• told• p 1N•4f059 Eke D.l.Poaa1 F� fll.4 bL F. 189Akal Potal Sul Caotmo- min a>s ka r 4• 1N4• .hmb O"'o' kh 1: mN.94 8mb H0 1l]S CfO NI SOmHYm PW so•o45 T 1• 1Nb• PRODUCT REVISED ea with with the Florida Bu11dInY C NOA-No. 17-0420.13 Expiration Daattee10312412020 DY MlamwTYo Pmaact contra 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWESTLETTERFORALL 51111I LII f( TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 0 .......,, ` 1 •1J 3)FORSTEEL STUDS, MIN. FU-45 KSL MIN FY=33 KSI. ' 8F' 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCKAPPLICATIONS. Nail 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND *; BEYOND METAL SUBSTRATE P4Y44ara00 FERT OFA ANEtl 1 • 10 RE MAX. UNIT MAX. UNIT 7� WIDTH 96" � � WIDTH 145 5/16" I MAX. MAX. DOOR a / / DOOR UNIT UNIT HEIGHT / / HEIGHT 108" 108" 1� 1� ---- xo, ox, xx oxx, xxo, oxo PRODUCT REVISED OuilEin9 Cr01,0YV�:n W P,04E0 Non -No. 17-0420.13 MAX. UNIT ftpl+Ucn 13a50312W2020 WIDTH 191 1/2" � By ter_—r j{�� NNm Con4o I MAX. DOOR a HEIGHT 108" oxxo pCENGb •,•(� Y FP * ; No.6ST05 ; APPROVED CONFIGURATIONS ,aTarE�mftwmrre °ew. ELEVATIONS t�`'•..Ration,: S n1o.ao-,uo �''.iS�ONAI. JR O 171 0.1 NOG GESTN/9S .. aEnT. mAM.. ezvN 770 H.P. ALUMINUM SGD-LMI SM O'1A509 at, ff9ERIES fAb n(IKP. NTS 2 / 10 � PGTp004 G '•'L"mfl I05 PE. 3/16' HS GLASS 3/16' HS GLASS ,090' SG 51UDONE .090' SG 7Z3116- HS GLASS sTRucn1RAL 3116"HS GLASS 74 3/8'AIR SPACE 74 POLYIS09urYlENE WWM, 3/16' T GLASS WITH DESICUM 52116'NOM. 1'NOM. Y11H I59 eo 4SGITPSCE _......,.. na ..,........ GLASS �g GLASS SD BITE 79 BITE E](IERNIR pRF.ggfl 54 7/16' LAMINATED GLASS TYPES G4 1' LAMINATED INSULATING GLASS TYPES G6 3118' HS GLASS 1lHS GLASS� .090' SG 3116' HS GLA$6 1/4'HE GlA55 74 SHB'AIR SPACE 1/4'TGLASS 9/16' NOM. — P NOM. 113 LASS BITE79 BITE � GLASS _ rIX EgIgY fZIL1L 54 9/i6' LAMINATED GLASS TYPES G4A 1' LAMINATED INSULATING GLASS TYPES G6A Part Damulp8on Material 58 KammetlUg 4SG TPS Spacer System 57 Ouenex Super Spacer nX7 with Hot Melt Butyl Sea this Sheet for58 Ouanex Dulaseal Spacer Materials 59 Oardinel %L Edge Spacer NertNenr;e iea l kr�nio: r 1w. n,.... a..lu GLAZING NOTES: 'HS' = HEAT STRENGTHENED T=TEMPERED +� . NYEl0.4,nxns 'SG'=.090"SENTRYGLAe BY KURARAY AMERICA INC. hl9+as.+aD t�T. oFAvnLismr JR a40Yf997 0 A'OCLRNGES MIS SNEET. a� s OBN5 art mwvureramom rw 'ER ,CERm NX r- PRODUyCtTnpREVISED AWMINUM 6alldl." a Ith Me Florida REINFORCEMENT N0A-Ne.O E 17.0420.13 WIV NOLL rhRiroeaa Date03r2412020 BIr1YLa By % a1CCANT mia aat Control LAss�M N DURASEAL® SPACER FOLYISO DESICCANr FILLAREA SU ENE N1e'NOM. SEAL SIDCDNESEAL ROLL+0WED STAINLESS STEE XL EDGE'" sc ttptuuDr, EXT. aAss SPACER IM. GLASS _ * No. 68705 LLUMINUM SGD -LMI o aa. A s .19 PGroaa G TABLE 1 Design Pressure (DP) and Anchor Quantities Required (Far all eppm d Conigumtlons, Sheet 2 and Glass Types, Sheet 3) Dow Unh Height Ralnbiced htaftle 80' 84' law N. 102- 108• Hbayduty Aetmgel 69-71V DLO 73-7/6' DLO 79-7/8' DLO 87-7/B' DLO 91.7/0' DLO 81-7ie• DLO Hea,y Wty St Anchw Group Axle Group AaahwGwp Anchor Coup Anchw Group Anchu Gmup A B C 7 D A B C O A B I C D A B C D A B C D A B C ❑ estae +wim +90=130 +86=130 +BfY-f30 +BN-130 +90•-f30 �' DLOlil C6+2 C5+2 C5t2 C6+2 C5+2 C6+2 05+2 CS-2 C5+2 C6+2 06+2 C5+2 C5+2 CSa2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 10 8 8 B 10 8 8 8 10 10 10 10 12 10 10 10 12 10 10 10 14 10 10 10 zv ssure +90%130 +90'-130 +9N-130 +gry.130 +6YY 130 +9w--130 30° DLOIB NHam&mS`— C5+2 CS+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 CB+2 C0+2 C8+2 C8+2 CB+2 �+2 C6+2 C0+2 C8+2 CS+2 C8+2 C6+2 12 10 8 8 12 10 8 6 12 10 10 10 14 12 10 10 14 12 10 10 10 12 10 10 saam +BN-f30 +90r-f30 +9M-130 +e0%130 +902130 +90<730 38' p C5+2 CS+2 C5+2 C5+2 06+2 C8+2 C5+2 C5+2 C8+2 C8+2 CBa2 C8+2 C7+2 C7+2 C6+2 C8+2 C7+2 C7+2 C7+2 C7+2 C7+2 C]+2 C7+2 C7+2 o. Jamb 12 1 10 1 B 1 8 14 1 12 1 B I B 14 1 12 1 10 1 10 18 1 16 1 10 1 10 IS 1 14 1 10 1 10 18 1 14 1 12 1 10 Desl9n Pressure +901-130 +9N-130 +Bd-730 +904430 +904-130 +9W.121,4 4Y O Head/919 C6+2 CS-2 C11+2 CB+2 C8+2 C6+2 CB+2 C8+2 C7+2 C7+2 08+2 CSa2 C7a2 C7+2 C7+2 1 C7+2 C8+2 1 C8+2 C7+2 1 07+2 C8+2 CB•2 C7+2 C7+2 Jamb 14 12 8 8 18 12 10 8 10 14 10 10 10 14 12 10 20 16 12 10 20 1 18 1 12 1 10 Datlgr Prasstae ♦90=130 +9w--/30 +80-030 +9W.130 +eN-1185 +901-110 4B' DL0 HeatllSill C8+3 C0+3 CB+9 C8+0 C7+9 C7+3 C8+3 CB+9 C7+3 C]+3 C7+3 C7+3 C0+3 Cie+3 C8+3 CB+3 CB+3 CB+3 C7+3 C7+3 C8+3 C8+3 7+ C7+2 Jamb 16 12 10 8 10 14 10 8 18 14 1 12 1 10 1 20 1 18 1 12 1 10 1 20 1 18 1 12 1 10 1 20 18 r,12A 10 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5 fit 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4- SILL, 2. WHEN USING THE 2 =' SILL. POSITIVE OF IS 46.67 PSF MAX AND WITH THE 3 114- SILL. POS MVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 119 3.2In', 3lie AND 4- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS ea THE 1 12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT HEAVY DUTY ASTRAGAL REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED HEAVY DUTY STILES WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4. SEE SHEETS 1, 5 S 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT 02 tt1 61 66 INFORMATION, S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. 06 D.L.O. WIDTH - NOM. PANEL WIDTH - 7° D.LO. HEIGHT - DOOR UNIT HEIGHT- 10.125- 61 PANEL HEIGHT = DOOR UNITHEIG FIT -1.866- ALL INTERLOCKS TO BE REINFORCED WITH THE 988 HEAVY-DUTY REINFORCEMENT HEAVY-0UTYSTILES caRr. o6wrxlmna 4 • 10 1 PGTD()04 TABLE IA: Sig Height to Max. (+) OP (Water IrSihaflon Rating) Sib Poser HeigH (+) Dmlgn PfCs616e,pat Flwh-IA- see note Luv-2.12' a46.67 Medium-31/4• +60.0 High-4- SEE NOTES 1-3 OH LENGTH OH OH HEIGHT ' OH RATIO HEIGHT La: EQUAL TO M OR GREATER SEE NOTE 3 PRODUCTREVISED ending Codo�IM 1ne nano. No"- 77-0620.13 Eaplmtlen Date 03/24i2020 ey Nita m as ntro * /, ,.NO.1U7,05 (3) PANEL, 48'. X 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE 108' MAX 24' MAX O.C. (ADD ADDITIONAL ANCHORMIDSPAN IF NEEDED) 48-NOM. PANEL WIDTH W MAX, TYP. 3 V2'MAX. INTERLOCK CENTERLINE 2.04' 4 05 - 8" MAX 24' MAX, O.C. (20) ANCHORS TOTAL @ EACH HEAD & SILL 2W MAX. O.C. DET., SHT.6 - 3.5' MAX C.L. ASTRAGAL ASTRAGAL CENTERLINE —'a CENTER OF PANEL EXTERIOR 145-5116' MAX 'ANCHORS PER PANEL' ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 21' (12) MAX. O.C. ANCHORS PER JAMB (SEE SHEET 6FOR CLUSTER O.C. SPACING) ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET I. 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTMES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD & SILL ................ W MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8- FROM CORNER ANCHORS CAN BE INCLUDED), ADDITIONAL ANCHORS 24- MAX ON CENTER SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 8. JAMBS ......................... W MAX. FROM BOTTOM AND 21' MAX. D.C. UTILIZING JAMB ANCHOR QUANTITIES FROM 1oroiEcxwLocyDsvE °'*'°' TABLE ON SHEET 4. xyravc aR d rf1 -L�� ANCHORAGE SPACING 6EXAMPLE PL PRODUCT REVISED Ba comply, with No FlON4a UD41nD code NOA-No. 17-0420.13 Baptntion Dam 03M4/2020 By Mia o tD act cammi No. 5870 '. JR ow3n7G No eNANCES TwssHEET. ewer. is"D"taA30° SERIES 770 H.P.ALUMINUM SGD-LMI M "1liiiiliu"` pmaF �" ® P. LYNY MILLFR,PP. nDrmxP. NTS 5 + 10 a.+. PGT0004 O p.ES sews NOTES: ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR 1. ALL DIMENSIONS DIMENSIONS SHOWN ARE BASED ON INL INTERLOCK IM' INTERLOCK IM' INTERLOCK MINIMUMALLOWED, 7' CENTERLINE CENTERLINE CENTERLINE 2. METAL SUBSTRATES SIMILARTO WOOD 3,5' 7' T' SUBSTRATES AS SHOWN. 3.6' 3.5' ' DIAGONAL, O.C. DIMENSION IS 4,061- IN THE 4.061' 3'S 3 5. 1.T5' — 3,5, 7' HEAD & SILL, 0' IN THE JAMB. -CIS 2118'• y1W00D BUCK TYR. 2.04' 4.051' 2.04' 2.04' I SHEET 1 EDGE DIST SEE ANCHOR NOTE q 061' 3.5' -,. n nrn e o T EE TABLE 3 SHEETI EM. �- EMBED.,SEE 5ANCHORCLUSTER-CS 6ANCHOR CLUB' L C —� _ TABLEA SHEETI 1' EMBED., SEE TABLE A, SHEET MAX I SHIM 114'MAX. SHIM EDGE 015T., WOOD ANCHOR TYP., SEE 1x WOOD SEE TABLE ANCHOR NOTE 2, SHEEi1BUCK TYP., SHEET DETAIL A.2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE3,SHEETI CONCRETE ANCHOR TYP.. EDGE DIST., SEE ANCHOR SEE TABLEA 2-0116" NOTE I, SHEET SHEETI CONCRETE EDGE DIST., EMBED., SEE IXT DETAIL D. 2-TRACK FRAME JAMB SEE TABLE A L _ TABLE A, SHEET CONCRETE INSTALLATION SHEETI Vr 1 2x WOOD BUCK TYP., SEE ix WOOD MAX J - ANCHOR NOTE 3, SHEET I BUCK TYP., SHIM WOOD A14CHOR TYP., SEE SEEANCHOR ANCHOR NOTE 2, SHEET 1 a EXTERIOR INTERIOR NOTE 3, SHEET 1 EXT. DETAIL B.2-TRACK FRAME HEAD (ALLVERT. SECTIONS) 1/4' I WOOD INSTALLATION EMBED.,SEE MAX, WOOD ANCHOR TYP., SEE TABLEA SHEE71� SHIM ANCHOR NOTE 2 SHEET I A4'MAX.HE 1 EDGE DISi., 2.06- 5.64' PRODUCT MEVINeSEDFledda EMBED., p. In IN emialop SEE NOw-Me. 1T•0420.13 TABLEA Explm6en Bate 03/24/2020 SHEETI Mal m ve enw SEE TABLE A SEE ANCHOR NOTE 1. SHEET 1 _ SHEET 1 DETAIL F. 2-TRACK FRAME HEAD 2x WOOD BUCK TYP., SEE CONCRETE INSTALLATION 1/4'MAX. ANCHOR NOTE 3, SHEET (SEE ANCHOR 6, SHEET 1) EMBED„SEE 1/q•MgX."27,NOTE TABLE A SHEETI 2-1116" (SEE ANCHORGROUT AS REQWOOD ANCHOR NOTE 5. SHEET CONCRETE EXT. .ti.1 :. _ TYP.. SEE ANCHOR - TE 2. SHEETI1 — - — s 2x WOOD BUCK TR. SEE r ' ' EMBED., SEE •I ` 2-1/16-- EDGE DIST.. EXT. ANCHOR NOTE 3, SHEET I ` .,.'S.�' TABLE A, SHEET ..:.: - ', 6 •�FP ... ,;: 1- SEETABLEA DETAILE.2-TRACK FRAMEJAM13 CONCRETE ANCHOR TYP., EDGE DIST.� SHEET 1 �� ,. * No. 5BT05 ; DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 SEETABLE WOOD INSTALLATION DETAIL G, 2-TRACK SILL FRAME _� �V ASHEETI CONCRETE INSTALLATION 0'.A 10mia 1>MrF�Oa°YSM1 ANCHORAGE EXAMPLE CLUSTERS 'TFS •''n0.p!ON, .%�2�� ��'Si�NALr JR o4nvn G cEOJavB oc rcW. Cal KAYIN(NN6' SERIES 770_H.P. ALUMINUM SGD-LMI ", b 1Np O,a' SMG OB'W"A9 A,M nAanTp M �Y Ik ae �' �S 300)IAKP. NTS 6 + 10 yY,a PGT0004 G A. LYIN MILIFA. P.E. p.EA54105 G,NG E K W7ERLOG( LOCKS nIE BMG E LOCKSTKE A INTERLDrAr EWG E D ,N7ERLOd( MLT4E EM RE L ASTRAGAL pmrovp OI,T LR ASTRAGAL SWGLE pmpp9 CI,T W B OL N ASTRAGAL SINGLE IN IMERI.00K mmY C ShGLE Tl AETRAGAL Wma"K W �,p FIXEDPL7ERLOGR PSWGW LG nLE FLYED 9NGLE R LDwmE UREW.00K TAs RAG4L FIXED amcvL/ 010 lOG(S10E T ASTRAGAL � FIXED LOtlTST/LE reA,w S FLTEO AS RAG4 LOLYTBTKE OUT S FIXED ASTRAGAL Lo=T&E .)_ r— IN NOTE, REINFORCEMENT (ITEM #66) REQUIRED ATALL INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) 15 EXTERIOR D.L.O. WIDTH = NOM. PANEL WIDTH -7- D,LO. HEIGHT DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' JAMB DETAIL W OR V. NOTE; BHT.8 & ANCHOR 1. MAXIMUM NOMINAL BETAILS'D' B'E. SHT.6 INTERLOCK DETAIL'V, PANEL WIDTH FOR ALL SHi.B PANEL CONFIGURATIONS EQUALS 48' ASTRAGAL DETAIL'M', SHT. S HEADER DETAILT. SHT.8 EXTERIOR &ANCHOR DETAILS'A"B' &'P, SHT. 6 7 191 yr MAX. UNU WID R1 di' MAX. NOMINAL D.LO. PANEL WIDTH r WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' L' D. 'P' B7 718' 1 A MAX fD.L.o. UN NT' SEE M TYP. TyREINF. NOTE REINF. 3 1' K. IR T SEE FRAMER OXXO f2 TRACK) SILL DETAIL'H, SHT.88 1 PANEL CORNER ANCHOR DETAILS 'C' & CONSTRUCTION 'G', SHT.6 DETAILS BELOW SILICONE BY OTHERS #8xr PH SMS 9oxl.50' PH SMS PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48'. SEE SHT.8 FOR SECTION DETAILS AND SHTS. 46 FOR ANCHORAGE DETAILS. 2. MAX DLO WIDTH =41'; MAX. DLO HEIGHT = 97 7/8', MAX PANEL HEIGHT =106118". 3. (1) LCCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103)AT FRAME JAMB OR ASTRAGAL Cmr.OfAN9t FYlNd 6GOTMN.p. I A7TS 17 a 10 1 PGT0004 PRODUCT REVISED Bulltlinglring 19, 1A=FloAda NOA-No. CCeetlE 17-0420.13 Ey4n9on Oaw C3Y14/2020 er1� MWmi-0 Vct Contra *, No. 68705 DETAIL'J' z 112 fit 61 53 DETAIL'N' SCREEN AT HEAD (2-TRACK SHOWN) SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE 1A, SHEET SEE SHEET 6 FOR FOR PART ILLUSTRATIONS (SEE SHEET S FOR FOR INSTALLATION DETAILS) WY UPIIUNALCLIP R4100 W/RETAINER 4123 DETAIL W (FIXED PANEL) DETAIL'O' SCREEN a=XTERIOR INTERIOR [� -- I AT SILL (ALL VERT. SECTIONS) DETAIL SCREEN (2-TRACK SHOWN) ATJAMB (2-TRACKSHOWN) INSTALLATION DETAILS) 2f 10 E%T. EXT. 2.55S 1.60T' I FLUSH BOX SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) 14 EXT. �I A 1.66T FLUSH FLAT SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) LOW BO%SILL RISER (2-12') LOW FLAT SILL RISER (2.12') 23 EXT. 3.306` MEDIUM BOX SILL RISER (3-1/4") zz f EXT. 3.905' MEDIUM FLAT SILL RISER (3-1/4') 24 4.065' EXT. HIGH BOX SILL RISER (4") zs 4A56` EXT. HIGH FLAT SILL RISER (4' MAX. 100- 97 71w DOOR UNIT HEIGHT DLO 3vv B • 10 INTERIOR (ALL HORIZ. SECTIONS) 1 1 EXTERIOR DETAIL'1' DETAIL'H' PGTWO4 ASTRAGAL DETAIL M' PRODUCTREVISED 6u1141ny Cedow(N,ho F`00tl NOA . 17-0420.13 Uplra,la4 D.W 03242D20 ey� NI mFUy�6 Y uew� I CenTier * N. 50705 ttem Owg.9 PGTC Description I 17308 817306 2-TRACK HEAD 2 17303 617M 2-TRACK HEAD WITH SCREEN MIL 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEADINMB ADDON 7 173D4 6173U 2-TRACK BILL 8 imol 617301 2-TRACK SILL WITH SCREEN MIL 11 17313 617313 FMME BILL TRACK INSERT 14 I7305 61m05 2-TRACK A iB 15 17302 I 81m 2-TRACK JAMB WITH SCREEN RAIL 10 17322 I 6173M SLLL RISER 19 IT319 Simla SLLLMER-HOLLOW 20 17MI 61=1 SURBER-LOIN FLAT 21 17318 817318 SILL RISER. LOW HOLLOW 22 17335 0173M SILL RISER -MEO FLAT 23 lm54 BlmST SILL RISER-MED HOLLOW 24 17320 617320 SLL RISER - HIGH HOLLOW 25 Inn Ginn SLLRISER-HGHR-XT ITEMS 4053 ARE SCREEN PARTS; 40 431D 612250 9CflEEN SIDE RALL-LOG<SIILE 41 7LOCKWGSK SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 49 8152 08152 SCREEN INTERLOCK ADAPTER _ 44 4426 84428 SCREEN DOUBLE INTERLOCK 45 4317 0122M SCREEN TOP RAC. 46 431B 01225T SCREEN BOTTOM RAIL 47 068 7SRAZ STANDARD ROLLER 46 860 78PAX STANDARD ROLLER -ST. STL 49 4M,% 64344 SCREENASTRAGAL 50 17.149 817UD OX3SCREENASTRA3ALADAPIER 61 1602 61692 SCREENSPLNE-.165 52 1694 01604 SCREEN SPLINE-.157 53 61816M SCREEN CLOTH 54 1725 12' X4' X111V SETTING BLOCK 55 1725 l' XP X 1119' SETTING BLOCK 81 17UG 817326 PANEL S74E(HEAVY OUP/) 82 17327 81730 84TERLOCKAMPTOR 83 1225 6TP248 VINYL BULB WSW. -MIN ONSIDE ODERLOCK) 64 1729 7129 SLLL END WEATHERSTRIP PAD 65 17328 017328 INTERLOCK SCREW COVER BB 17UB 617UR JINII ALUM RENF.(PANEL -T) Rem DPGT® PGTO Description 68 I7339 617339 HEAVY DUTY ASTRAGAL 69 Im24 017324 TOP S BOTTOM RAC. 70 17350 41m50 WEATHERSTRP EXTENSION MIECTION MOLDED) 71 1695 71695 1-10 X V X3'4' HIGH FIN SEAL DUST PINGS 72 8153 7815U TANDEM ST. BIL ROLLER ABBY. 73 elm 78153N TANDEM NYLON ROLLER ASSY. 74 SUCONE DOW4199. DOWE95 OR GE-7700 75 8185 mI65X GEMINI MORTICE 3FLY DUAL LOCK W/LONG TRAM PLATE 70 TIOMIFPFX ,410.32 X 1-FL S.S. SCREW W/TYPE 'F'TIP Tr 710323a 1032 STEEL ZNC IINUT 78 17WO (alm57 1-IG BEAD 80 17WO 617359 7118'BEADIFOEDPANELCP B7 17360 61730 D116-BEAD 82 1=4 6IP2A7K VINYL BULB WEATHERSTRIP 83 61745 1745 LAWS NC,tw x1/16' SOL SIDE ADH. TAPE, POLYETH. 100 W52 48052 ROLLSFI IKKE PLl1G 101 72087 JAMS BUMPER 102 1690 71890 DUSTPLUO 100 8186 781BOX I -KEEPER IN am 7SDKEEP SCREEN LOCK KEEPER 105 17W 617844 FOLD PANEL CLIP -W LONG IN 17315 817345 EXTERIOR FOED PANEL RETAINER - all V 107 1739 71739 HANDLE HIT - INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLEKR-RAISED EXT's "HA ID) Iml 78162SN HANDLE NIT-RECESSEDB7IERIORWTmNCI.E THUMBTURN 110 1732 M178 HANDLEKIT-RECESSEDEXTERiORPULL 111 710) 34PPSDAX 910 X314' PH. PH. TEK -B.S. 112 1Z56 67SI6 WSTP..270' X.17P-FIN SEAL 113 1712 64066 .18Y X.23P FINSEAL 114 71OXIISPPX 1110X1-10 115 71WPT 610XI' 116 720%1X p1420X 1185. 117 nOMIzx 81420X1-W5.9. 129 1 17352 1 6173W JFMD PANEL RETAINER 7M' NOTES: 1)ALL ALUMINUM =6083-T6 - 2) ITEMS N 3, 4, 9-10, 12,13, 16,17. 26-39, 60. 67. 78. 64-99 S 11B-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. PRODUCT REVISED Ba cemp1y n 9, with the Plorida ulHlne Cotlo No".. 17-0420.13 PaphaOonnDDate .003324MO20 By MIaMI-,4tl0 Product COMM[ *. No. 58705 10KwdcE OOYFLva PARTS LIST 1a04eor4m 7h �ONAL ENJ JR omv17 G NocNANGEs n+A96NEEr. rmr. oFAt1IHa9ad SERIES 770 H.P. ALUMINUM SGD-LMI NN erax. A. LYPw MLIER P.E. - ....... _.. 50C1lONP. NTS 8 • 10 POR1004 G P.Ea6BN4 1.303' 1.050' +{�0.778'� 1.050I' j� 7.003' 0.325' 0.062 0.817' 0.082' 0.534• 0,290��j°O 0,062- 0.162' J JJ 0.75/" 1.36' 0.264' FU(ED PANELL C 0.045" 0.050° INTERLOCK SCREW COVER FRAME SCREW COVER G NGI '1 GLAZING BFAD�) G VSING BEAD (1' I.G.) FIXED PANEL CL� (65) MATS: 8083-TB (5) MATS: 6063-T6 (BO) MAT9.: 6068-TB (81) MATS: 6083-T8 (79)MATL: 0003•TB (105)MATL: 6063T6 0.O81' 1.6" 0.8.788' 1i4.99' - - 0.01 6723° .557.162' 9' 1.8880' 5.061.3709• 08-43225- 2-TRACK HEAD W/SCREEN TRACK 2-TRACKSILL T0P/90TTOM BOTTOM RAIL (2) MATE 6063-T8 �"� �"` 0.232 ()) MATE 6083-T6 INTERLOCK ADAPTER (69)MAT'L•6069-TB 3.879' I-BIIVTII�I (62)MAT'L: 6063-TB 4' I 1.46T II1�p- 6.22(11- 0.07fi' 0.0621 �� l I� II6• 2-TRACK JAMB 0.133' ----- 1646" FLUSH FLAT SILL RISERI II u�l (14)MATL: 808&T6 HEAVY DUTY STILE (61) MATL' 6063T6 0.281- -1 HEAVY DUTY ASTRAGAL (68) MATL: 6063T3 0.250" J REINFORCEMENT fib11 MA L•6063- 6 0.760' ANELLENGTH-9') 0.080' -3 2-TRACK SILL W/ SCREEN TRACK ° (8) MA7'L' 606 T6 1.045" 0.080- ) SILLTRACK (11)MATL:6063-T6 0.062' FIXED PANEL RETAINER 9/16' (106) MAIL: 6063T6 0.232' al f "L=I-1 9L1_1 WLJu _j 0.062• -+1= 0.062, F. O.06z -il= HIGH BOX SILL RISER MEOIUMBO%SILLRISER LOWBOXSILLRISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FIAT SILL RISER (24) MATL: 6063T6 (23)MATL: 6063•T6 (21)MATL: 6063-T6 (19)MAT'L: 6063-T6 WMAT�: 6063T6 (221 MAIL: 6063-T6 (25)MAT1: 6063-T6 N V£NfE.0. Wl9 IPIt)Im/YO CENT.6AU71LIlyy96 NTS 110 + 10 1 PGT0004 2-TRACKJAMB W7 SCREEN TRACK (15) MAT'L' 6063-T6 PRODU�C���eeTggREVISED acmalty, Im t6P Flan. .N.. 17-0420.13 EaPIm4on DDatoy03242020 By Mlem oro ue ConTol * : No. 567p5 P.E. s= SCANNED BY St. Lucie County MIAMI-DADE - MIAMI-DADS COUNTY BE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone_ DESCRIPTION: Series "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09101105, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. FILE COPY NOA No. 17-0630.0008 talArtwaoe courrry ' p117 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. OS-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09101105, with revision G dated 06106117, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXT m 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.16-0714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo. 07-0322.06) ManuelQ P.E. Product Controfiner NOA No.630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT14645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 A) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic. Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single bung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL4646 and FTL4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 111 f 1VSanLe1 ere P.E. (� Product Contr 1 Exa finer NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'h Edition (2014) and FBC 6' Edition (2017), dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlavers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of confonnance, complying with FBC 5" 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. Laboratory compliance letter for Test Reports No. FTL4957, M 4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-032Z06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL4650, and FTIA723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted tinder NOA No. 05-1018.01) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. - (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. o r , P.E. Product Co rol E amiaer NOA-0630.OS Expiration Date: March 26,1021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5116'LAMI CONSISTING OF 12) LITES OR.090-SAFLEX'FVB INTERLAYER B. 5/16' LAMI CONSISTING OF (1) LITE C AD' KURARAY TROSIFOL *PVB(BY C. 6116' LAMI CONSISTING OF (2) LITES .090' KURARAY TROSIFOL *PVB (BY 1 D. 7/16' LAMI CONSISTING OF (2) LITES OR .D90' SAFLEX e PVB INTERLAYER E. 711W LAMI CONSISTING OF (1) LITE .09D' KURARAY TROSIFOL °PVB (BY F. 7/16' LAMI CONSISTING OF (2) LITES G. 13116-LAMI IS: (1) LITE OF 1/8' .090' KURARAY TROSIFOL *PV H. 13116' LAMI IS: (1) LITE OF V8' OF 1/8' HEAT STRENGTHENEI OR J)9 SAFLEX *PVB INTER I. 13116- LAM[ IS: (1) LITE OF 11W WITH A.09D- KURARAY TROSII J. 13116' LAMI IS: (1) LITE OF tb8' .090' KURARAY TROSIFOL M K. 13116' LAM) IS: (1) LITE OF 1/8' - UB' ANNEALED GLASS WITH A.090- KURARAY TROSIFOL" PVB (BY KURARAY AMERICA INC.) Y EASTMAN CHEMICAL COMPANY) 1/8' ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A IRARAY AMERICA INC.)OR.090-SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F 1/8' HEAT STRENGTHENED GLASS WITH A RARAY AMERICA, INC.) OR.090' SAFLEX' PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY) F 3/16' ANNEALED GLASS WITH A.090' KURARAY TROSIFOL* PVB (BY KURARAY AMERICA INC.) IY EASTMAN CHEMICAL COMPANY) 3116-ANNEALED GLASS AND (1) LITE OF 3/16-HEAT STRENGTHENED GLASS WITH A IRARAY AMERICA, INC.) OR.090' SAFLEX* PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) - 3116' HEAT STRENGTHENED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA INC.) Y EASTMAN CHEMICAL COMPANY) RED GLASS, AN AIR SPACE AND 6/16- LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A KARAT AMERICA, INC.) OR.090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) RED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE WITH A.090'KURARAYTROSIFOL^ PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX "PVB INTERLAYER (BY EAST L. 13116' LAMI IS: (1) LITE OF 1M" TEMPERED GU WITHA.09D'KURARAYTRDSIFOL BYKI M. 13116- LAMI IG: (1) LITE OF 1/8-ANNEALED GLF .090' KURARAY TROSIFOL °PVB (BY KURARAY NR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS AMERICA. INC.) OR.090' SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16-ANNEALED GLASS WITH A %A INC.) OR.090' SAFLEX* PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) AIR SPACE AND 7M6' LAM) CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE :URARAYTROSIFOE PVB (BY KURARAY AMERIC0. INC.) IEMICALCOMPANY) AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS AMERICA, INC.) OR .090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) AIR SPACE AND 5/1W LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A ;A, INC.) OR.090' SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) CODES I STANDARDS USED: :2017 FLORIDA BUILDING CODE (FSCX BTH EDITION 2014 FLORIDA BUILDING CODE (FEC). STH EDITION -ASM E130004 •ANSUAFWA N0. 2015 FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL. AD"15 �)US Sl Dl2 �AISC 36b10 NOA DRAWING MAP SHEET GENERAL NOTES.............I GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HOR¢. SECTIONS ............ 5 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... 8.11 Metaled Min. Fr Min. F. Steel Screw 82 Xsi 120 ksl Elco UtreCDn(D 410 SS Eloo CTBteFlaz® 155 ksi 127.4 ksl 177 ksi 189.7 ksi 6D63-T5AllerinlYn 16 ksi 22 ks1 A36 Steel 36 ksi 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksi 2. CONFIGURATIONS:'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13DD. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 4. ANCHORAGE: THE 331/3h STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTLA646, FTL4647, FTL-0648, FTL-4649, FTL4650, F71-4851, FTL-4723, FTL4957, FTL-4958 AND FTL.5063. ANSUAFSPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORI DA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-.) ARE ALLOWED. (.1)4NF16W CERL W AUMOM SNroe I NTS I 1 • 11 1 404020 q,e„g1Y�ry1wIN1M FlaHu nidipe Co6e ! xepsa. No •D iJ1J! Dal° 1 ism D.vix vlw�n 1N1n n1I J ♦��" VCENsp''y� N4sons D U �2- 15 "77S1ONAL E��`1 A. LYNN MILLER, P.E. FL P.E.# E8705 1/2' NOM. GLASS BITE 5/16" LAMINATED GLASS 80,81 or 82 1f2' NOM. GLASS BITE Part# Description Material 71 Kommeding 4SG TPS Spacer System 72 Cusses Super Spacer n%rwfth Hot Met Butyl See this 73 Cuanex Dumseal Spacer Steel for Maledals 74 Cardinal )L Edge Spacer 3H6' ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7116'LAMINATED 7116" LAMINATED GLASS 83,84 Or 85 71-74 /� 71-74 aEXTERIOR INTERIOR ( 1 )—An (ALL SECTIONS) �J ' KURARAY TROSIFOL 1r2'NOM. iR'NOM. PVBINTERLAYER GLASS SITE 46 GLASS BITE Or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 1/8'ANNFALED OR HE AT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER AM PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTH ENED GLASS 3(16' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 711W LAMINATED AIR SPACE AIR SPACE 118' ANNEALED OR TEMPERED GLASS 1/8' TEMPERED GLASS 13116' NOM. 13116' NOM. 13/16" LAMI IG GLASS W! 5/16" LAMI 86787,88 or 92 13l16" LAMI IG GLASS W/ 7116" LAMI 89,90 or 91 ALUMINUM SILICONE HDT�MELT BUM REINFORCEMENT POLYISo- DESICCANTFILLAREA STIiUCTI Elr�l BUTYLENE SIUCONE .—"u�xn.. S WNOMo SEAL S11VNOM WRH DESICCAM EXT. GLASS, o KODISPACE 4SG TPS WITH DESICOAM EXT.GLASSy WU �WT.GLASS n SUPER O SPACERG NXTTI' BUTYL S sICD FOAM C(U/ INT.GLASS DURASEALE) SPACER .TECMNCLcwoBIYE VENINU.CF E.F.SN2 (9A1)n Im (IRr.OFRUTN. FIFIDe r wrniw.ex„ rA}x"W�l"E4NC. EXT. "C!/ �INT.GLASS XL EDGE}" n SPACER xLC /1VIYL9 WIIVUVW, IMYAD a.w- Full 2 + 11 4040.20 NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3118' WITH NO CHANGE IN DESIGN PRESSURE. 58705 r A. LYNN'MILLER,F FL P.E.# 58705 III FLANGE OR INTEC BASED ON FLANGED GLASS 48" 50" STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP•TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 1 44" 6018" 63" 72" 76" TABLE 2. 76' 48" A,B,M +80.0 50.0 1 +80.0 -8DD +80.0 1 .80.0 1 +80.0 1 -BD.O 1 00 -70.00 +70.0 -70.0 60 A,B,M +80.0 -80.0 +80.0 -B.O +80.0 50.0 +]9.9 •70.9 + -7 +70.0 -70.0 5T A,B.M +80.0 .80.0 +80D -80.0 480.0 40.0 1 +76.9 -76.9 1 +70.0 -70.0 1 +68.8 -68.8 1 +67A .67.6 0 116" A,B,M +80.0 50D 1'+80.0 50.0 +90.0 410.0 1 +75.0 •75.0 1 +68.01 68.0 +66.7 E8.7 1 485.5 415.5 UPT053118" C,D,E,F,G,H,I,J,K,L +80.0 .80.0 +80.0 -80.0 +80.0 410.0 1 +80.0 1 .80.0 1 +70.0 -70.0 1 +70.0 -70.0 1 +70.0 40.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE: BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH • 76" FLANGED AND 76" INTEGRAL FIN) WIDTH I GLASS TYPE F 17118" 1 2211116" 1 283116' 1 3314" 1 396116" 1 441116" 5018" 651116' 63 US- D,E,F,J,K,L° +80.0 .80.0 +80.0 -80.0 +80.0 40.0 +80.0 -80.0 +70.0 -70D +70.0 -70.0 +70.0 •70.D +70.0 -70.1 GLASSTYPES: TEST REPORTS TABLE4. A. 5/1W LAMI -(1/8"A.090.1/8'A) FTL4547, 4648, 4723, 4957 B.5/18'LAMI - IIWA,.090,1/8'HS FTL4647, 4648 C.5/16-LAMI - 11WHS-09g1Ie"HS) FT-4647,4648 0. 7116' LAMI. 116-A,.090. 116'A FTL4645, 4885 E. 7/16"LAMI -(3/16"A..090, 116'HB) FTL4645 F. 7/16" LAMI- 16'HS,.090, 3/16'HS) F7 645 G. 1116' LAMI IG -1/8" T, AIR SPACE, 6fIW LAMI- 10A,.090,1/8"A) FTL4646, 4723 H. 111V LAMI IG-1/8"T. AIR SPACE, 5/16'LAMI - B-A,.090,1/8'HS FTL4646 L 1116' LAMI IG -1/8' T, AIR SPACE, 5116' LAMI - 1/8'HS,.090.1/8'HS FTL4846 J. 1116" LAMI IG-1/8" T. AIRSPACE. 7/16" LAMI-(3Jl VA,.090, 3/16'A) FTL4649, 4650 K. 1116" LAMI IG -118" T. AIR SPACE, 7116' LAMI - (116-A,.090, 116'HS) FTL4649. 4650, 4958 L 13116' LAMI IG-118" T. AIR SPACE, 7118' LAMI- 3/16'HS,.090, 118'HS) FIL4649, 4650 M. 13/16- LAMI IG-1/8"A, AIR SPACE, 5/18" LAMI. 1/8"A,.090, 1/8"A FTL5063 •0' MEETING RAIL HT. X IASH O HT. MEETING RAIL t � :1 'X" q H WIT. •O• MINUS SASH HT. HT. MEETING RAIL 1 "X•- It_-_H NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518-MINIMUM TO 38" MAXIMUM. 4. GLASS TYPES C, G. H. AND I MAY BE USED IN SASH ONLY 5. REFER TO ANCHOR QUANTITY TABLES 6.8 FOR ADDITIONAL DP +mo TecRDo�oCr nerve _ °"�"• LIMITATIONS, n.vENlcS,ftNTls DESIGN PRESSURES FNOuo-iNO URLCFAM.@ ALUM. SINGLE HUNG WINDOW, IMPACT Sro I NTS 1 3111 4040.20 No 58705 /; * _ 0. A. LYNN MILLER, P.E. FL P.E.A 58705 I SEE DLO TABLE SEE DLO TABLE (M 49 518' MAX. FIXED OLD (ALL) O X �/O vn. . n H-—- 521/8' MAX. I.F. WIDTH I D� 1 75'76' MAX. I I.F. HEI !fT AA STABOLD I.F. HEI HT per+ LE Q �% 76' MAX. 76' MAX. FLANGED �FLANGED 16- HEI HT HEI HT -- -' MAX SEE DLO jE HIASXT E TABLE = / NO E 4 48114' MAX.. _.. _ ... . VENT DLO (ALL) DETAIL B DETAIL A VIEW (STANDARD SASH) 1/1 B E `I - - 75' 75' MAX I I.F. I.F. SEE OLD I HEI HTQ�l E� HEI HT TABLE SEE DLO Q j TABLE 78'MAX. Tfi' FLANGED FLA I HT HE )LO TABLE X / SASH SEEDLOTABLESASH 1 HEIGHT HEIGHT a DETAIL D VIEW (CUSTOM SASH) DETAIL E RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4, SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT. N. WNICE. FL & 5 (W1)aB mo C T.OFMIMYA2a9 DETAIL C RADIUS TOP (STANDARD SASH). Na 58705 m.a. A. LVNN MILLER, P.E. 4 • 11 40,40,20 G 11 FL REA 58705 * =1 F MAX FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT 1-2.784' NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)fi'FROM EACH SIDE OF SASH. 26 27 NOTE: BALANCE PARTS USED INSIDE INSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT fix SECTION B-B (LOW SILL SHOWN) BOR OUTSIDE SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 2. 46 HIGH SI ekLOW 49HISILL GH HEAD v (LOWSILL) SEE NOTE ABOVE ULTRALIFT ,2 ONLY CERT.OFAIIM.IWZE SECTION C-C o. w' sxno Han s • itaDaoso 58705TEo FS''FfORIOP, ���: A. LVNN MILLER. P.E. FL P.E.k 58705 ITEM DWG# DESCRIPTION PG79 1 4002A FLANGE FRAME HEAD 612225 2 1155 08 X 1.000 QUAD PH. SMS 781POA 3 4003C FLANGE FRAME SILL (LOWSILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PADI 26 6 4004 FLANGE FRAME JAMB 612227 7 4026 SASH STOP 612244 8 4025 SASH STOP (EGRESS) 1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8". 6R', OR 1IM6' 10 1080 BALANCE COVER, 3/8"OR 5/8" 6BALCVRO16 11 #8 X.750 PH. PN. SNG 7834AA 12 BALANCE BOTTCM BRACKET 78ALTSKT 13 10851108E SASH TOP GUIDE 42604 15 #B X I PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080-1 BALANCE COVER, 11H6' 6BALCVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULSRKT 19 08-32 X 12' LG. PH. FH. TYPE F S. STL 7832XI2FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64005 25 1236 WSTP.,.170 X.270 BACK FIN SEAL 67S16G 28 1096 SWEEP LATCH 71098 27 101E 1#8 X.625 PH. FL. SMIS 7858 28 4007 1 SASH BOTTOM RAIL (LOWSILL) 612230 30 1226 WSTP., BULB VINYL BTP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3132"X 25114"X 1" 71622K 30 1052 LAM IG SETRNG BLOCK I-X3/4'X 1/16- 71052K 37 1224 VINYL GLA2. BEAD BULB (THICK) 6TP247W,K 36 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP240K 41 4039B GLAZING BEAD, SWIG LAM GLASS. 64039E 42 4044B GLAZING BEAD, 511E LAM WGRILL KIT U4703 44 4222A GLAZING BEAD, 7/16"LAMS 64222 45 986C GLAZING BEAD. 7/16'LAMY WGRILL KIT 8985 46 4067 GLAZING BEAD, 13116" LAN I.E. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 407413 FRAME, I.F. JAMH 64074 52 4009 SILL LATCH EGRESS (LOWSILL) 764009 53 1088 SPRING, SILL LATCH EGRESS 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREENFRMAE(HOR.BVER.) 81014 58 1830 SCREEN CORNER KEYWRINGS 71630 57 1631 SCREEN CORNER KEYW'OUT RINGS 71631 58 1073 SCR EEN SPRING 7CASP 59 1624 ISCREEN SPLINE-.135 DA. FOAM 61624K MVENICE,F W75 194114E 1600 CERLOFAMt4A109 REM DWG# I DESCRIPTION PGT# 60 1635 SCREEN SPLINE-.135 DIAHARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL(.688 X.500) 6533402 64 1161 #8 X 1.000 PH. BUGLE TEK 706XI 67 GLAZING TAPE, 1116 X 12-7116 LAM] 628VI510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW791,899,995OR GET700 80 AGLASS, 5/16' LAMI,(1/e'A.090 PVB,1/8"A) 81 B. GLASS, 5/16"LAVA. i/8'A.090 PVB,IR'HS) 82 C. GLASS, 5/16" LAN, 11WHS,.080 PVB,118-HS) 83 D. GLASS, 7116" LAM. (3116"A.090 PVB,3/IWA) 84 E. GLASS, 7/16'LAD, 3/16-A.090 PVB,3Ne'HS) 85 F. GLASS, 7116-LAMA, 3N8'HS,.090 PVB,3/16'HS) 86 G. GLASS. 13116"LAMI IG: IRT, AIRSPACE. 6/16- LAMN,(1/8W.090 PV13,1/8-) 87 H. GLASS, 13/16-LAM IG; 1/87. AIR SPACE, S/16"LAM, (1/8"A.090 PVB,1/6'HS) 88 L GLASS, 13/16' LAM IG; 1/8-T, AIRSPACE, 5/16- LAM, (118-115,.090 PV3,118'HS) 89 J. GLASS, 13116"LAM 10; IMT, AIRSPACE, 7116'LAM, 3116"A.090 PVB,3/16" 90 K GLASS, 13/16" LAM IG; 118T AIR SPACE, 7/16" LAM, (3/18FM.090 PVB.WI6'HS 91 L. GLA53, 13N6" LAND IG; 1/8T, AIR SPACE.7H6" LAM, (3N6'HS,.090 PVB,3116'HS 92 NL GLASS, 13/1fi"LAM IG; iR"A AIR SPACE, 5/16'LAh9, (1/8"A.090 PVB,1/e') 2.]B4 J30 D62 47 FRAME. I.F. HEAD N4071A, fi083T6 49 FRAME, I.F. HIGH SILL 04073A, 6083.76 46 FRAME, I.F. LOW SILL #4072A 6063-T6 I-2.374----{ 2.1I UI� 4062 NOM 7HICKNE55 50 FRAME. I.F. JAMB #40746,6063-T6 (USED AS RADIUS TOP HEAD) IUM. SINGLE HUNG WINDOW, IMPAC �m- 6H7m NTS 6 • 11 4000.20 "0%'i LYNN•"',� Q' N. U705 •'fly` D: pOq STA D FL P.E.# 58705 AR m 7I2m v om Ip $� j s� jl am M H $Qm m71 g �m Dm I $ o Z G) F^N l ~o wi fin I o y m O b (n F� y x r � D i p O c> � v O W >D DTI O CD O > a. T J N u o N m 9 O 0 n T N ZU '_�£ r qN!� I D m� gg x E m N N 75= gYe 1mT � �= r $ O -'it Y o� N op O N ! ao Mug �w CR rrl fg Nm m A rrl p w0 0.w n11 _ co f� Fwp�m NO�m gw c y flm N I �m S� _ m m �e--i� I T o r �$o gw $ ^�' w N'ac ' O I cmi 2 �I F �co �w I.Zo)0 rJ m gO ` !� 2 I0- rn rn F T ym 0 z z A" 0 0 g�Sma���� Z o 0 Hpal s N j ti —I o R rn 10i `p�wublll *p'e'.E pcG w D ��pp ng 7 m < -i gm r mFp•o o n< s 0 z 9_0^p}f I C T Z m OOS A m m �.f fn 19 Z /IIII11W ANCHOR QUANTITIES FOR'IN FLANGED WINDOWS TABLE S WINDOW HEIGHT SUBSTRATE: 28.603 34.603 40.603 46.603 SZ603 68.603 64.603 MOOD ANCHORTYPE: p NON���NON0 U UNoll- p o U 0NON0O p U U 0NON p O D�OHON U p U 0.- o ONpp p V NZO�20 U p U o p U o WINDOW GLASS U U U U U U U U U O Np ND H2O TON��p2p WIDTH TYPE S U U 2 U U O U 19.125 C,D,E,F,G, H,I,J K L 1 P2 1 iT1 1 __ 11t 1 1.2 1 _,.. 111 1 1 2 1 212 1 L2 1 2 2 1 T.._i.... 2 2 1 2 2 1 2 2 1 2 2 1 -2-!2 1 2 2 1 2f2 1 2 2 1 2 2 1 1 ..T..... 2;2 1 2 2 1 _. 2i2 t_ 2�3 1 ..- 2�2 1 3T3 AB,M 1 _T._ 1 ..._.. 1 _.r. 1 ___ 1 _.... _._ ....� . _� ..__ 1 _.__ 1 _._.. _. 1 1 1 1 1 1 1 1 1 1 1 1 1 1i2 iii f:1 112 1i1 1;2 2.2 112 212 2i2 2 2 212 ._;. 2,2 _.1 _ 2;2 ___ 212 21 2i2 _. 2 2 _.�_ 212 _.__.._,_ 2.2 22 _.�_..__ 2!2 2 3 2T2 _ 3i3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H.tJ,K,L 1 2 11' ij2 _1 iT2 1'2 112 2I2 1;2 2.2 212 212 212 2!2 2i2 2;2 2!3 212 2j2 2!3 212 2;3 3i3 212 9r3 �_ 1 1 1 1 AB,M if 1ii 112 112 112 112 2f2 1 2 2'12 212 2j2 212 212 2T2 212 213 2T2 242 2!3 2 2 23 313 212 313 32000 C,D,E,F,G, H,I,J,KL 1 ..._ 1 2 1 1�2 1 2�2 1 2�3 1 T 2 1 ..2113 212 1 _I._ 2 3 1 _.,- 112 1 2;3 1 ..... 2 31Y, 1 . 2 1 2 3 1 .._. 2 3 1 _1 2;2 1 2�3 2 3i3 1 212 1 ... 3!3 2 ...... 3i4 ... 1 3 2 1 -3' 3,3 2 ..... 3'4 1 .... 3L _ 1 4 4 ABM1 ._r_.. 1 ,_.__._ 1 t _.__..._._._. 1 t t .____..._...,._ 1 7 t __.. .. _.,_-�_._�.._. 1;2 1'2 2'2 2P3 1'2 2I2 2i3 12 213 213 212 2 3 213 2!2 213 ....___ 3 3 2 2 ...._ 33 _.,__.___._,_. 3'4 3'2 3!3 314 3 3 4 4 C,D,E,F,G, 1 1 ..__ 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L _. 212 1j2 _,... 2 2 _ 213 ._. 112 _5 213 ._, 23 _..._. 2j2 ._ 2;3 _.____ 2j3 2i2 23 T.._. 213 213 _.f.. 213 _,_. 3!4 .2._ 213 _ Ti__ 33 314 _ 3 3 _.T 314 .-__ 3i5 . _ 33 _.. 4j4 AB.M 1, 2;2 1 112 1 2.2 1 213 1 112 1 2 3 2 73 1 212 1 2!3 2 213 1 2.2 2 213 2 2,3 1 2S3 2 213 2 3i4 1 2 3 2 3 3 2 3i4 1 3i3 2 3,4 2 3'5 1 313 2 4 � 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.D00 H,I,J,K,L 2 2 P,2 2 21-il 213 212 2 3 213 2!2 2I3 2 3 213 2'3 2 4 2 3 3I3 314 2% 314 3�5 313 314 4j5 3 3 4i4 AB,N1 2 2 ..L__ 2 2 2 _.,._ 2 2 2 .........._ 2 2 2 _,. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 12 2.23 2,2 213 ,_. 2;3 2;2 2(3 213 213 213 7. 2,4 _2 213 313 ._r... 3;4 2T3 _ 314 315 if Is __�. 3i3 34 ___. 45 .._,-_ 3;3 ___ 4i4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,W,K,L 2 2 ..r,_ 212 2!2 ___ 2i3 2j2 ._f...._.._.T_.___ 213 2 3 2 2 3i3 :_ 2i4 _ 2r3 313 . ...__ 3 4 2I3 __._ 3f3 ___. -3i4 _ 2T-3 _.__ 3j4 _._ 3j5 _r.. 313 ___ 3:4 ___._�_ 4 5 3 4 _r 4i5 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 212 2j3 2,2 23 2 3 212 3 3 2'4 2'3 3.3 3i4 2i3 33 3j4 213 3 4 3,5 3i3 314 415 3;4 415 PSF 79 1 78 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.0D0 H.LJ,K,L Z 2 2'2 2 2 2j3 2'2 2'3 3 4 2;3 3;3 314 213 3T4 3;4 2!3 3 4 3!5 3;3 3 4 3 5 3;3 4�5 4 6 314 5,5 A,B,M 2 2 ..T_. 2 2 2 2 2 .,... 2 _.._ 2 2 _._. 2 .... 2 2 .._-.. 2 __. 2 2 ._. 2 2 3 2 2 3 2 2 2 2 2i2 Z 2 il....._..__ 213 212 2.3 31,4 2!3 3L3 3i4 2!3 3 4 3 4 213 3 4 35 _.... 313 _ 3,4 ,.. 3'S .. 3i3 415 _..._ 4i6 _....._.._... 3i4 5i5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2F23 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 353.125 H,LJ,K,L 2 2 2�2 2 2 Z 9 2�i2 3.4 2 3 3'4 3!4 2'3 34 3�4 3 3 3!4 3i5 3!3 4f 4;6 3'.4 4 5;6ABM2 2 ... Z 2 _ 2 2 _ 2 .__.__ 2 2 2 . 2 3 2 2 3 2 2 3 2 2..__.. 2 3 2 3. 2 2 2 2 2 2 3 2'.2 3r4 2'3 3 4 3i4 2'3 3 4 3!4 31 3 4 315 313 4 4 4!5 3,3 4 5 4'6 314 ..2 4'S N. VENICE. FL XO5 (&114wao CENT OF 11NX.22ING SHOW I NTS 1 8 - 11 1. ANCHORTYPES: 1-1/4-ELCOULTRACONSORt'12 SCREWS INTO METAL 2 -1/4" ELCO SS4 CRETE-FLEX 3-912SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 UT MAX FROM TOP CORNERS JAMBS -17In' MAX FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 6. DESIGN PRESSURE LIMITATIONS: S1ZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX PSF (OF LISTED) 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL (FUl DP) 11C�GC� HEAD 2 Mlwn' aJeRMUCi JAMB ABOVE 2j3 G. RAIL �,\`�ovkY LYNv ,, JAMB BELOW '� : • �cENse''. MTG. RAIL' +p'. SEE TABLE 1 FOR _ * ! N4. M705 FULL DP.# - ,I ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-lie ELCO ULTRACONS OR #12 W NDOW HEIGHT SCREWS INTO METAL SUBSTRATE: ANCHORTYPE. 3-14 CRETE-FLEX 125CREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD- 18112'MAX. FROM TOP CORNERS JAMBS- 1712'MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 6-MAX. BELOW MTG. RAIL SILL- ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1- LESS. 5. DESIGN PRESSURE LIMITATIONS. - SIZE BLOCKS OF THE ADJACENT TABLE WITHA BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET II FOR METAL SUBSTRATE 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ❑ NOQN S ❑ O�ONUQN U .o U ❑ $ U O'ONp❑NO U ❑ U ❑ $ U U o �ONpUNO�ONp❑pNOONp❑NOO U ❑ $ 0 U 0 U ❑ 5 o U U U ❑ $ ,,1- U 0 V ❑ NQ❑QNO'0 3 o U o U ❑ $ o `V OHO U 0 U WB•mOW WnTH GLASS TYPE 19.125 C,D,E,F,O, H,I,J, K,L 1 _ 1i1 1 1`-1 _ 1 1?1 i 2!2 1 _ 212T2 1 1 _I 2'2 1 I 211 1 _1 2,2 1 __,._ 2�2 1 _i._. 2�2 1 _r_ 2i2 +-2i 1 .. _ 212 1 —... 212 1 ,_1 __ 2i2 1 ___ 2i2 1 ___ 3!2 1 _.I . 2,2 1 _.,_ 3i2 1 _' 3,2 1 _�_ 2;2 1 _ 3 2 1 1T1 1 1�1 1 1!1 1 272 1 2�1 1 2t2 1 212 1 Y 1 1 212 i 2:2 1 22 1 212 1 212 i 212 1 2 2 1 22 1 312 1 2 2 1 3'2 1 3 2 1 22 1 312 24.000 PSF 79 Q,D,E,F,G, H.W.K,L 1 1 1 1 iTt 1 1i1 1 212 1 tit 1 2 2 1 2I2 1 2 2 1 2 2 1 2i2 1 2I2 1 212 1 2i2 1 2i2 _1 3�2 1 312 1 2�2 1 3 2 1 3;2 1 2I2 1 312 1 3;2 1 2�2 1 3i2 A,B,M 1 1 1 1 _. _ 1�1 1 ._,. ti1 1 ,_. 212 1 _., 1'1 1 2I- 1 2!2 1 -- 2!2 _ 1 2 1 _-. 21212 1 _ .. 2 2 1 212 1 212 1 2!2 1 ._,,__ 312 1 . t"-' 3i2 1 2r2 1 -'-'"'1 3,2 1 - 3,2 1 �-� 2i2 1 __ 3j2 1 -'- 3!2 1 r 2,2 1 -'- 3'2 32.000 PSF 68 77 C.D,E,F,O, H,I,J,K,L 1 1 1 1 1 1 1 1 1 1 2j2 1 2'2 1 I 2�2 1 2.3 _1 ,_ 2'i2 1, 2 2 , 2 3!3 _ 1__ 212 1 3T3 2 3r3 1 3'2 1 33 1 3i3 1_ 2�2 1- 3i3 1_ 413 1- 3 2 1 4!3 1 4'3 _1-1 - 32 1 T- 4,3 AAA 1 1 1 i -1-. L1 1 1 1 1 .-.. 2'2 1 _.r 2!2 1 ....-._ 22 1 ___ 213 1 _._._ 212 1 __ _ 2i2 2 .._ _... 3:3 1 _._. 2 2 1 �_ 3,3 . 2 3.3 1 _ 3,2 1 __ 313 1 _� 3,3 1 2�2 1 .- ...t.. 313 1 4;3 1 _. ,..,-..-.I_..__ 3i2 1 413 1 4,3 1 _ 3!2 1 _I 4 3 PSF 59 87 1 79 1 1 C,D,E,F,G, 1 1 1 2 1 1 _2 _1 2 -2 1 2.- 2 _1 2-- . 2. - 1 2• . 2. .._i. _Z_ 2..... �_... Z... 37.000 M,I,J,R,L 1 1 1I1 1 1 2 2 212 2 2 2;3 2;2 2'.3 313 2I2 3;3 313 3 3 4'3 313 3 2 313 4i3 3 2 4!3 414 3,2 4'3 REQUIREMENTS. TABLE KEY: MAX PSF {DP LIMITED) N7 3 JA3 3 jAE mromprMs ww.u-+rtr.w MTG. RAL n I�y;Pog 1 •O D.Ob m FULL DP Qr HEAD 2 `I aJe aruusl Como JAMB ABOVE 212 MTG. RAIL JAMB BELOW •�:'•�10ENSF MTG. RAIL SEE TABLE 2 FOR * : Na 58705 FULL DP �v? =A :O ST TEO , IMPACT �%`;cs'S�O'tAJo(R�l1D, A. L'YN1f A1IIjLEfi, P.E. /040.20 G FL P.E.#58705 A,B, M_. 1 1 1 1 t�j 1 1141212 2 1 212 1 2�2 _. 2 2�3 1 _._ 2I2 2 . 2T3 2 ___ 3i3 1 .._. 2�2 __ 2 3�3 2 ...._ 33 1 33 2 _,.__ 41.3 2 313 1 .._� 3i2 2 . 1. 313 2 .-.,_ 413 _ 1 312 2 ._r._... 4i3 2 �.. 414 1 ..___._.,_ 32 2 4i3 40.000 PSF 54 79 82 79 C,O,E.F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2. 2 2 2 21� 2 2r2 2 213 2 212 2 313 2 3!3 2 2 2 2 3I3 2 413 2 3I3 2 413 _2_ 313 2 3r3 2_. 4;3 ,2. 4!4 2 3T3 2. 413 .2. 414 2_., 33 2__ 5!3 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 __,_ 2:2 2 2 2 2 2 2.. 23 2 _._ 2 2 2 3i3 2 ___ 313 _ 2 212 2 _.___ 3'3 2 4i3 2 _ . 3�3 _ 2 4�3 _2_ 3i3 . 2 3 3 2 413 _2 414 - 2 3`3 2 413 2 4 4 2 3'3 2 5�3 PSF 49 79 58 78 79 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 21'2 2 2 2 2 _.._ 3i3 2 ._.___ 2'2 2 -13 2 3i4 2 213 2 313 2 C4 2 313 2 4:3 2 4!4 2 ,__.._T_.�_44.000 3i3 2 4{3 2 4;4 2 313 2 413 2 4'4 2 3t3 2 5;4 A,B,M 2 1 2 1 1 2 1 1 2 2 2 2 -_�_ 2�2 2 2 2 2 313 2 ._,._ 2:2 2 _ 3 3 2 .,,1._ 3!4 _ 2 2�3 2 .., 313 2 4!4 2 __ 3!3 2 _ 4 3 2 ._�_..._ 4'4 2 3 3 2 _ 4.3 2 _--.._ 4.4 2 3 3 2 _�_ 4,3 2 ._,_.. 414 2 .....,._1 3!3 2 514JW 48.000 PSF 45 74 51 74 79 79 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 2 .... 2!2 2 2 2 2 3 3 2 ._. 2i2 2 3,3 2 .,... 3'4 2 3�3 2 3!3 3-_ 4,4 _ 2 3 3 2 4 4 2., 4;4 ,. 2 3 3 2 4,4 3_ 414 2 413 2 5;4 3 ....... 4I4 2 ... 4 3 2 514 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2r2 2 2 2 2 3 3 2 2i2 2 3!3 2 3!4 2 313 2 3i3 3 4'1.4 '2 3'3 2 4'4 2 4 4 2 3.3 2 4 4 3 44 2 4T3 2 54 3 414 2 4:3 2 54 53.125 PSF of 87 46 67 76 79 C,D,E,F,G, H,I,J,K,L 2 1 1 2 1 1 2 1 1 2 2 2 .. 2 2'2 2 2 2 3 J 3 2 ,_._.___ 3'3 2 3�3 3 4`4 2 __T.. 313 3 4,4 3 T_�. 4 4 2 3,3 3 -_, 4 4 3 4 4 2 ,_.... 9 3 3 4�4 _ 3 5I5 2 _.. 4;3 3 ___.-_ 5'4 3 5'S 2 4r 3 5{4 A,B,M 2 1 1 2 1 1 2 1 1 2 2 2 2 2 2f2 2 2 3 2 2 3 3'1 33 3 4;4 2 3 3!3 4 4 Io1olEcrN01A0Y wRLO wumM rauarn 3 2 3 4';4 3'3 4.4 oarve ,remr sum 3 2 2 I."-6 4�4 3.3 4�4 °`~` rr.uae w 3 2 3 5�4 4'3 5 4 ANCHORAGEM.. 3 2_ 3- 5!4 d 3 5 4 SIINGLEHUNG WINDOW, JR 064Mi1 O NO CHANGES TM3 SNEEi. y#pp NTS 9 +il q. F.N. 7R8415 J.J. ors TlJS•Dl ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOMFLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 1 22.668 28.211 1 33.754 39.296 44A39 50.382 1 55.925 ANCHOR WINDOWGLASS"op WIDTH TYPE: TYPE ❑ 5 0 M-Oo70Op.❑`2Ngp❑� U ❑ 0 ❑ 3 O 0 0 U ❑ 3 0 U 0 -DNpp� 0 ❑ j 0 U 0 -OLV0�0-0 0 ❑ 3 0 0 0 U ❑ NO jp O eN�-ZO U 0 U ❑ ri 0 z U 0 zci0°+ppz U ❑ ❑ 0 0 .•Oz 0 10.125 DE,F,J, K.L 1 1 1 1 .1 7 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 3 2 1 3 3 2 3 ... 3 3- 8 24,000 D•E,F,J K.L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 .3._. 1 2 1 3_... 1 3... 1 ..Z . 1 3 1 ..9... 1 3. 1 3 1 9_..._3......4 1 1 320DO D.E.F,J, K,L 1 1 1 i 7 1 1 2 .. 1 2 1 .. Z. 2 3 _ 1 .2 . 3 . 8.. .3 3 3 2 3....4 . 1 8.. 7 ._4 1 .. 4. 1 9_ 1 4 1 1 .3. 7 5. PSF 79 37.000 D,E.F,J, K,L 1 i 1 1 1 1 2 2 1 -2 2 2 2 3 1 2 2 3 2 3 1 1 3 1 2 4 21 3 1 3 1 2 3 2 43.4--4 1 2 2 1 455 2 2 1 q 2 5 PSF TB 79 79 78 40.000 DRAJ, K,L 2 ._. 1 2 1 2 1 2 2 2 __ 2 2 2 2 ...... 3 2 _.._.. 9 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 ... 4 2 3 2 ._.. 6 _. 2 4 _ 2 4 2 5 2 2 2 PSF 79 1 76 79 77 79 79 79 44.000 0,E,F.J, K,L 2 1 2 ..1 2 1 2 2 2 Y 2 2 2 ._3. 2 3 2 ..4 2 _4. 2 4 2 _ 4.......3_ 2 2 . fi_ 2 _.4. 2 �... 2 _ 5_ 2 .5._ 2 _4 2 . 5 .. 2 5. 2 .. 2 . 2 e _ 2 3 PSF 78 78 70 79 M 71 78 73 76 48.000 D,E.F.A K.L 2 1 2__ -2_ 2 2 2 2 2 2 -9 2 ..3... 2 ,- 9 4... 2 A 2 2 5... 2 4 2 fi.. 3 _5. 2 .4. 2 ._8.. 3 5. 2 4 2 ... e. 3 2 2 4_ PSF 71 7 79 1 7/ 66 77 69 69 fi3.125 gE,F,J. K,L 2 m 2 2 3 2 3 2 3 3 4 2 Al 3 9 54_._6 2 3 3 ..e_...5 2 3 3 ..8.; 2 :fi 3 .T. 3 667 2 3 1 2 2 9 4 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAILF CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.77ff 24.778 27.778 30.776 31.106 CHOR -WIN OWE. WIDTH $❑ ry a3'LQ iel 000 `�5 Ni 8Z �nBD U n3 i n`w5 In popN z� 8 i 8 nG z mc4 619.125 ik3� 1 1 1 2 1 2 2 1 2 2 2 2 2 2 k431 24000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 37.000 2 1 2 2 2 2 3 2 3 2 3 3 2 3 37.000 7B 2 1 2 2 2 2 3 2 3 3 3 3 3 3 4 9 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2' 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 6 3 4 48.000 B3 72 78 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 fi 3 4 53.125 _73 58 BB 72 2 22 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4- ELCO ULTRACONS OR #12 SCREWS INTO METAL 2 -114' ELCO SS4 CRETE-FLEX 3-012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD - 181/2' MAX. FROM CORNERS JAMBS-17 In'MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL 8' MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8' MIN. TO 38- MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE P LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS. TABLE 7. KEY: MAX. PSF SEE TABLE 3 FOR (DP UMTJ 112 FULL DP ED HEAD 2 JAMB ABOVE 2 MTG. RAIL FU{ LL DPI HEAD 2 JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: rKUDncrn9vlstD MAX PSF un vvmClyiNy wiN du FMn4a AIdI��ap Owl (DP LUWTED) 112 -OG3OJ E'm-qpDae JAMB BELOW 2 r 01 MTG. RAIL MI. Bade 1 (FULL DP1 1':' VICENSF': JAMBELOW 2' MTG. RAIL ; 1H No. 58705 SEE TABLE 3 FOR FULL DP /���a 17- pp '•. _ATE NNCNICE.FLJ 75 ANCHORAGE SPACING, CUSTOM VIEWF40RIOA Iw111eo-tsoo 4 s +........ - csnl.aFnum.,alme ALUM. SINGLE HUNG WINDOW, IMPACT "'S�ONAL E7 camwmormr F�J® ..wee em o.yre r. A. LYNNM�L��`I uivani�mncN`o E17lOJ NTS 10 a 11 4040,28 G FL P.E.958705 1-3M' MIN. EDGE a EXTERIOR INTERIOR (ULTRACON ANCHOR) (ALL HEAD AND SILL DETAILS) WOOD ANCHOR 2-1/2* MIN. EDGE CONCRETEANCHOR (SEE NOTE 2&3) CRETEFLEX ANCHOR) (SEE NOTE 1 S 3) 2x WOOD BUCK (SEE NOTE 3)U 1•MIN EDGE 3.35 KSI MIN. _� CONCRETE •' •• IIlAr MIN. OPTIONAL ix WOOD BUCK _•- u � 13/B" `- MIN. (SEE NOTE 3) V4' MAX. 1/4' SHIM DETAIL A DETAIL B SHIM TYPICAL FLANGED HEAD ANCHORAGE 1-1/4' MIN. EDGE (CMU) 13/4- MIN. EDGE(ULTRACON INTO CONC.) 1.714' MIN. EDGE (CONC.) 2-1W MIN. EDGE (ULTJCRETEFLEX INTO CMU S CRETEFLEX INTO CONIC.) 1/4'MAX._I 1/4•MAK SHIM --�I�MIN. 13I6' CONCRETE ANCHOR, PH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CONCRETE ~— OR 1.5 KSI MIN. CMU Ltx BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED I/4'ELCO ULTRACONS OR I/4'854 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4' FOR ULTRACONS INTO CONIC., 2-1/2" E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO GONG. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS), 1/4• S54 CRETE-FLEX FOR DETAILS B S 0 OR 0.131'0 x 2-10 COMMON NAILS (F1667 NL CM S-07 Z (BE)) Bd PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED ONLY (SEE DETAILS E. F AND G THIS SHEET) 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 VI 1. WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 10 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/6° THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .W5" THICK THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE METAL. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED, S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. S. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE 012 TRIMFIT HEADS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. WOOD ANCHOR, PH BELOW MEETING RAIL. (SEE NOTE 2) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR v 1!4' S/B'MIN. EDGE 2-1f1' EMBEDMENT MAX SHIM WOOD FRAME O WOOD FRAME _ o � - --- .131'DIA. MIN. 2-1/2-EM EOMENT _ x21/2'NAIL. .131'DIA.MIN, AT CORNERS x211 NAIL, AND 5. O.C. AT CORNERS AND 5' O.C. 5/S' MIN. EDGE 4 .131'OW. MIN. NAIL, T ERS SHIM O AND 5' O . ;'.0. DETAIL F. (HEAD) DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE 107ONCHNowWDRNE a°6' N.VENICE,R34276 AN IB1114W-INA n eclnecnmuemu ucwm�srnneu-unoenc CERLOFAIRN.f79A6 ALI 114' _MAX. SHIM DETAIL G, (SILL) SIM) I NTS 111 a 11 FRAME *: Na.5R705 *_ vE =70o'.WA eOF I'4� IMPACT OIIN�AL11,E�;G�� 7r A LVNN IAILLER, P.E. 4040.20 G FL P.EJ f 58705 SCANNED BY MIAMI•DADE 4t. Lucie County DEPAR I IENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F(786) 315-2599 www.miamidade.Zav/econamv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the.accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HR-710" Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well approval document mentioned above. FILE L E C ®rl The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMMADE CD� : De No. er 2l, 2 .06 � � Expiration Date: December 21, 2021 Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision H dated 03/24/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXT M 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 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 ..4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) orge M. Plasencia, P.E. Prodbct Control Unit Supervisor NOA No. 17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (SubmWed under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) and FBC-6t6 Edition (2017), dated 03/31/17 and revised on 07/28/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014) and FBC- 6'h Edition (2017), dated 07/28/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11109116, signed by Manuel Perez, P.E. 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.13) rge M. Plasencia, P.E. Prod6t Control Unit Supervisor NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTEwm) 5. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07118/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815 09) 6. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) G. OTHERS 1. Notice of Acceptance No.16-0714.13, issued to PGT Industries for their Series "HR-710" Aluminum Horizontal Rolling Window— L.M.I., approved on 09/01/16 and expiring on 12/21/21. orge M. Plasencia, P.E. Ptrol Unit Supervisor ruct Conr NOA No.17-0411.06 Expiration Date: December 21, 2021 Approval Date: August 31, 2017 E-3 GENERAL NOTES: SERIES MR-710 IMPACT HORIZONTAL HULLER VLANULU ANU IN ItGKAL t-ITN VVINUUYV IMPACTM11NG DESIGN PREssuRE RAnNo 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). 11 tAR(EasNALLtNs91LE VARu:s PEROPTIONS A5/16' LAMI CONSISTING OF(2)LITES OF I/8' ANNEALED GLASS WITH A.090' PVB INTERLAYER u1PAcr RESISTaM SEE SKTETa B. 5116" LAMI CONSISTING OF (1) LITE OF 1/8'ANNEALED GLASS AND (1) LITE OF 116' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. C. 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. D. 7116' LAMI CONSISTING OF (2) LITES OF 3116• ANNEALED GLASS WITH A.090' PVB INTERLAYER. E. VI6' LAMI CONSISTING OF (1) LITE OF 3116• ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH A.080' PVB INTERLAYER. F. 711 6"LAMI CONSISTING OF (2) UTES OF 311S' HEAT STRENGTHENED GLASS WITH A.099' PVB INTERLAYER G. 13116- LAMI IG: (1) LITE OF 10 OR Will' ANNEALED (MIN.) GLASS, 6116' OR 3/6' AIR SPACE AND S/18' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A.090- PVB INTERLAYER H. 13116' LAMI IG: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 511 TOR 3/e' AIR SPACE AND 6/16- LAMI CONSISTING OF (1) LITE OF I18' ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. I. 13110' LAMI IG: (1) LITE OF 1/8' OR 3116' ANNEALED (MIN.) GLASS, 5116' OR 3/8' AIR SPACE AND 5/16' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' PVB INTERLAYER. J. iSH6' LAMI IG: (1) LITE OF 1/8' OR 3116- ANNEALED (MIN.) GLASS, 3/16OR 1/4' AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A.090' PVB INTERLAYER K 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16' ANNEALED (MIN.) GLASS, 3116' OR 1/4' AIR SPACE AND 71S' LAMI CONSISTING OF (1) LITE OF 3116' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A.090• PV13 INTERLAYER. L 1all 6- LAW 10: (1) L17E OF 1/8" OR 3116'ANNEALED (MIN.) GLASS, 3116. OR 1/4- AIR SPACE AND 7116• LAMI CONSISTING OF (2) LITES OF Wl6- HEAT STRENGTHENED GLASS WITH A.090" PVS INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E 13D0. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD, 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-0858, FTL-4859 AND FTL-5330. ELCO ULTRACON NONS ANSWILPA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. TABLE 1: Anchor Group Anchor Type From a Mombar Substrate Ulm Edge Distance Min. O.C. Distanw Min' mentor BnbedhIckne Metal ThId01am A 276tee S S Gr. (min. aT3 threads beyond metal subsBete) All out ern Ping 8 ) 9/10' 8" 8003-TS AlxWnum 31W silo' Val A38 Steel or Dr. 33 Steel Stud 318' 9/10' 0.2 18 Ga B 114' E6a UftmCorM Jamb Hdlow Block 87k1 C90 I T,1' B' 1-1/4' All Commit, min. 285 kei 1' 4' 1-3/4' All Southern Pine(SG -0.55 1' 1' I've, 1/4'41088 Eko CmteFlexV All Southern Pine SO=0.55 1' 1• C 1/4' 410 SS Eko CmteFlex ® .Iamb dbw Block, A9TA1 C90 2-1/2' o' 1-114• All Concmte Mn. 3.35 sl &112" 4' 1,4" TABLE 2: Mle. Fr Mo. Fa mw 62 kal 120 0 155 kW 177W1 ntallax 0 M'MaWdulul 12T.4Iol 18a.7kai um to Wntrum 25b1 30ed 3B bl SBM 61ud ISM Nkl 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OFTHE LOWEST LETTER FOR ALL SUBSEQUENT TABLES IN THIS APPROVAL 2) FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. CODES I STANDARDS USED: e2e1T FLORIDA BUIIJ)e10 CODE FRC), a1.1f1"l e2DURORIDABULDUI CODE ,fiRl®RIDN ASTM E130Ddd eANSVWWA NDS-2o15 FORN/OOD CONSTRUCTXIN .N.UN.INUM DESIGN MANUAL, ADN-A15 •AtW S10012 eNSC B6910 NOA DRAWING MAP SHEET GENERAL NOTES.............I GLAZING DETAILS ............ 2 ELEVATIONS ..................... 3 VERT. SECTIONS ............. 4 HORR. SECTIONS............ 4 CORNER DETAIL.............. 4 PARTS LIST...... ..... ............ 6 EXTRUSIONS .................. . 5 INSTALLATION ................ 7 DESIGN PRESSURES....... B ANCHOR QUANTITY......... 9-11 PRODUCT REVISED 6s =PINPD Mm Me F.M. e1141P9 Coo4A 110A . 17-0411.06 Eaplmmv Date 12121/2021 W. WIN A LYNN 1LLlER PE P.E46ar n W NOW GLASS BITE 1.--0 mrI10LL SMB' LAMINATED GLASS 7116' LAMINATED GLASS aEXTERIOR INTERIOR (ALL SECTIONS) 13/16' LAMI 10 GLASS W/ 6/18' LAMI GLASS TYPES: A 5/16- LAMI -(1/8' A.OBO' PVB. IIW A) B. 5116' LAMI - (11W A.090' PVB, 1/8-HS) C. 6fl6- LAMI -(118- HS,.090' PVB, 11W HS) D.7/1W LAMI -(3116-A OW PVB, 3118'A) E. 7/18' LAMI - (3/16-A„O80' PVB, 3/16- HS) F. 7/18" LAMI - (eh V HS,.080' PVB, 3/16- HS) G. 1311W LAMI 10. 118'OR WI A (MIN.), 5116- OR H. 13118' LAM] 10- 118" OR 3N6' A(MIN.). 511W O I. 13/IW LAMI IG -1/e' OR 3116' A (MIN.), SMS' OR J. 13/16- LAM] 10 -1/8" OR 3MG' A(MIN.). 3/16' OR K 13116- LAMI IG-118.OR 3/16' A (MIN.), 311 V 0 L 13116'LAMI IG- VWOR 3/16' A(MIN.). 3116'0 FOR INSTALLATION IN THE HVHZ ABOVE 30 Ff, GLASS TYPES G-L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 13/16- LAMI IG GLASS W/ 7H6- LAMI R 318- SPACE, 5/16- LAMI - (118- A.090' PVB, 1/8" A) 318" SPACE, 6116" LAMI -(1/8" A90'•OPVB,.lM' HS) 3/8' SPACE, S/16' LAMI -(1/e" HS,.090" PVB, 118' HS) 114' SPACE, 7/16' LAMI -(3M6' A.090" PVB, 3110' A) R 1/4' SPACE, 7/16' LAMI-(3116"A•090°, &10- HS) R 114" SPACE. 7/16' LAMI -(W16' HS490', 3116' HS) Is KODISPACE 4SG TPS FOAM WIT. GLASS--., r3;t STRUCTURAL SILICONE FOAM WRH DESICCANT SUPER SPACER®NXT1e POLYI90• T BUM V NC01 PRODUCT REVISED as coPtytyi1nnggIWI�gqggo vAth NO Fladda '1 Cod No". 17-0411.08 Exph tlea eato 1=112021 GLASS 9y / MIPprM.t C..tm NOM E SEAL �V `eir.GV.49 �v �LYT. GLA99 DURASEAL® XL EDGE' SPACER SPACER Panto Descrlp8on Mat riul 85 KommeNn04SG TPS Spacer System 86 Ouanex Super Spacer r1XfvM Hot Melt Butyl See this for 87 Ouanex Duraseal Spacer eri Mat ete as 88 Ceminal ri Edge Spacer rcEFlnGnGe mJr Kt MY a: rIW/l1,.. a.1. NYtI: NEW 6HEEi IIBF 27318" MAX. DLO -+ VENT 54 S116 MAX DLO FIXED - f O X f' 110- MAX. WIDTH I.F. FRAME —� I�--11P MAX. WIDTH FLANGE FRAME n DL FI LI DETAIL B -XOX (114-1/2-1/4) DLO FIXED � �— DLO VENT .r 6 67" M PA — — — F " F AL AX D ALL 56" MAX. DLO ALL CON XED / / VENfu 62'MAX TES I.F. FRAME O I X ALL CONING. I C 73" MAX. WIDTH I.F. FRAME �I F— 74' MAX. WIDTH FLANGE FRAME DETAIL A - OX OR XO 27318' 27318' MAX. DLO VENT MAX. DLO FIXED l_ 1!�'L 857/16' MAX. WIDTH I.F. FRAME—�I 4 78867/16'MAX. WIDTH FLANGE FRAME---�I DETAIL C -XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 4 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. �AX, SEALANT OR GASKET LANGE AT HEAD AND SILL RAME L 15 FIG. _ — — q3 I.F. FRAME 1 11 FLANGE FRAME VIEW D-D-DD (FRAME CORNER CONSTRUCTION) D D D i S PRODUCT REVISED w1151Fe FleMde Deiltlin6 DmpIgn.pe NDA.Na 17-0411.06 F.YPDotlen Deep 1212112021 By Nlem a ra4uct CenVol _ uemlr:No cneNass rnis MAX HEIGHT FLANGE FRAME MAX INTERIOR �i (--- MAX. FIXED DLO MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B (HORIZONTAL SECTION -XOX SHOWN WITH FLANGE FRAME) r MAX. FIXED DLO --I I-- MAX. VENT DLO MAX. WIDTH (I.F. FRAME) — EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) MAX. VENT DLO PRODUCT REVISED BucomPlNnDwlll, ma Florida ilding C EE ND .. 17-0411.06 _ FSPtranon Dam 12/21/2021 WW17.'WCx GFSnG 9HEEf. L J SECTION C-C u 0 SILL HEAD ; ONAL Ec (VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME) aL44AdAl�tos PElOBlUS Td01 C A. MN DWG DFSCR1P710N MAIL PGT# I 4102 1 A lriANcEFRAMP.BEAD 6063-T6 AL 612237 2 4075 1 ISASH STOP S1T3 (ANTIIIFT 6D63-73 AL 612244 3 1 16MAPAPANHEAD 7834AA 4 4053 1 ISASH STOP COVER ASH STOP) 6063-TSAL 6 4136 1 IFLANCEFRAMESILL 606346AL 64136 7 4137 1 ISMLADAproR 60046AL 64137 8 4133 IRO=TRACK 6063-TEAL 64131 10 71298 WEFPHOIECOVER POLYPROP. 71298 12 106 ADBESMONN(TLLFOAM PAD 7PAD1626 13 4002 A FL4NGEFRAMEJAMB 6063-TEAL 612225 14 4134 GAMWFORMAINFRAMESRLIOINT 74134W/K IS 1155 #SX1.00D UADPN.SMS 781PQA 16 4110 G SCREFNADAPIOR 6063-T5AL 641100 17 4054 B FDMMEEFINORAR. 6063HD-T6AL 64054A 19 4M6 WM 187 X230 FIN SPAL 64066G 21 4105 SASH TOP&BOTHIM RAIL 6063-73AL 612240 21 1 1683 1 WSTP.MOX270 RAM FIN SEAL 61683G 21 1223,11 ROLiERHOUSIN0&GUIDE 421121D L{ 1 226 1 13RASSRMERWHM BRASS 7BRWHI2 29 1 4128 1 HORMMALROIJPRSASHTOPGUIDE SASHNn=GRAIL POLYPROP. 441M 32 1 4006 1 D 6069HS-T6AL I 64W 33 1 1235 1 WSTP.170 X270RAM FIN SEAL I 67SI60 33 1 1096 i SWEEPLATCH DIS CAST 71096 36 1016 lib X.625 PIL FL SMS 7058 37 4126 SASHSIDERAIL 063-TSAL 64126 38 1653 WSTP.250 X270RAM IN SEAL 616930 39 70M BULB WEATIMSSIRIP.187X275 67070K 40 =RAD,COVERCAP 74078"C'LORR 41 4139 LF.FRAMEHPAD 6063-TEAL 64139 42 4140 IF.FRAMESI L 6063-TEAL 64140 43 4141 IF.FRAMEJAMB 6063-TEAL 64141 50 (RA23NGSIUCONEL DOW 791899995 GR(M7700 51 1224 VZM (RAZINGREADBULB CMIN I 61'P247W 52 1725 VD7YL(3 AZRNOBPADBUIB 61P248K 53 4039 B GIAZINGBEAD-5116' 6063-T5 AL 64039E 54 1 4044 1 H IGIAZINGBFAD-5116" W/GRHLKIT 6063-TSAL 644703 55 4222 1 A GIAZINGREAD-7/16" 6063-T5 AL 64222 56 985 1 C (3AZWGBEAD-7/16" W/GRI LKIT 6D63-T5AL 6985 59 4067 GLAZINOBB4D-I3/16` 6067-T5 AL 64067 60 (ZASS 5116' LAW /8' A .090 1/8" A 61 5116" LAMI Itr A .090 PVB, LB" 62 ' 5/16"lAMI 1/8" .090PVB 1/8" 63 7/16'IAMI 16"A.090P 3/16'A 64 7/16"LAMI /16'A .090Y 3/16" 65 7/16"LAMI 16'H A90PVB3136' ULM DWG/i Rom' Dl'SCRIP130N I MATL I PM 66 GLASS 1311W LAM11G119'A 3/8-AIR SPACE 5/16" LAW UB"A .MPVB, VB"A 67 13/16"IAMIIGU8'A(MIN. 3/e"ABtSPA 5/16.1AMI UB'A,.09DPVB UB"HS 68 13/16-LAM110-1/8'A IN. 3B'AIRSPA 5116• LAMI118"H5,.090P MRB 69 I.VI6'LAMIIG3ll6"A IN. 5116"AIRSPAM5/I6'IAM[ IXA,.098PVB.1/8"A 70 13116" tAMIIGN16'A IN., 5116 AIRSPA 5/16-IAM] 11e"A.090P I/S"IIS 71 13/16"LAMII13-3/1FA IN. 5/16 AIRSPACE $/1V IAMI UB" .090 M V8• 72 13/16"LAMIIC-V8"A IN. 1/4"AIRSPACR7/I6•IAMi I&A.090P 3/16"A 73 13116" LIMIIGI/8'A . U4" AIRSPA 7/16' IAMI /16'A .090 3/16"IIS 74 W16"LAMI261/8"A IN., 1W AIRSPA 7/16. 1AMI3/16'11S.WDP 3116"BS 75 13/16"LANHIG3/16"A IN. 3116•AIRSPA 7110'iAMI31I6"A.090PVB3116"A 76 13/I6"LAMIIG3116'A 3/16'AIRSPA 7/16LAMI IVA.090 3/1GH 77 1340 LAMlIG311VA DN,3/16'AIR SPA 7/16•LAMI 16" .090P 3/lPBS 90 1014 1 1SatEFNFRAME0M&VE1JL)310SH14AL 91 I630 SCREENCORNERK11YWBtIN6 POLYPROP. 92 1631 SCBffi400RNFRI(EYW OUTRINGS . POLYPROP. 93 1024 StRFF74SPRINO SF.6T. 99 1�1 SCRFENSPLB4E-.DS DIA. FOAM Psr.sr. 95 1637 SIRH•NSPLINB-.135 DIA. HARD FM PVC ' 96 SCREEN G:(HH 2.784 .OB2 1.988 43 I.F. FRAME JAMB 84141, 6063-TB Imo— 2.71 D 2.B24 .062 q� I.F. FRAME HEAD #4139, 6068-T6 qp I.F. FRAME SILL 94140, 6083-TB PRODUCT REVISED as oomplyying WIM the Flodda Building CWe NOA-No. 17-0411.06 P.Fplrallon Onto 12/21/2021 MQi7.'O1mGEDGIA0No SLICONE. U5' 99 w p � cyri a z�n ' OO a. N o 0 O N ww X o u t r = a ma >•d .a"s ,A- 5 ^ No. 0705 .082 1. 73 �� rTTr O FLANGE FRAME HEAD #4102A, 6063-T6 L--4 --.062 .490 O SASH STOP #4025, 6063-T5 062 �II�� .348�1 21 SASH TOP &BOTTOM RAIL 04105, 6063•T5 050-678 i T 54 GLAZING BEAD. 5116" #4044B, 6053-T5 (USED WI GRILL KIT) O FLANGE FRAME SILL 94136, 6063-TB L062 437 1.48 O HORIZ. ROLLER TRACK #4131, 6083-TB 2*��] 7 32 SASH MTG. RAIL #4006D, 6063HS-T6 ��I� O5� .878 T 55 GLAZING BEAD 7/16" 04222A, 6063•TS 52 +{ 1.187 .06 I 3190 O FRAME SILL ADAPTER #4137, 6063•TB 1. 67 ,InR162 �1.403y 17 FIXED MEETING RAIL #405413, 60B3HD-TB 2. 26 1. 9 P29i-4 37 SASH SIDE RAIL 94126. 6063•TS 060678 1.116 { f 56 GLAZING BEAD. 7/16' #985C, 6053•TG (USED W1 GRILL KIT) O SASH STOP COVER #4053. 6063-T5 f�-2.786�-I-I 062 13 FLANGE FRAME JAMB 04002A, 8083•T6 050 876 1.096-���{ T R63 GLAZING BEA , 5116' #40398,606345 .683 050 T— 1.097 Sy GLAZING BEAD, 13/16' 06087, 6083•TS PRODUCT REVISED 5ino�n -M , . Florldo emia'm NO4J10. 17.0411.08 eW.ftn nam 12,21=21 sawn r: xo crwNrEs rNls SHEET. q ffhh S aay 0C t N zIu zN s� w F2e �� a TM rwF IIaa aa � tltltl 0 RryB D FG� d K o 2 !q SEE ANCHOR TABLE, SHEET 1 2x WOOD BUCK, SEEANCHOR SEE ANCHOR#N�OTE1 1319- NOTES: TABLE, SHEET 1 TABLE, SHEET 11. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS '�'; SEEANCHOR MIN.a' . TABLE, SHEET 1WHOSE TOTAL THICKNES613 LESS THAN 112-. 1x WOOD BUCKS ARE OPTIONAL IF ixWOOD o• UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOODBUCKS BUCK, '� DEPICTED AS 2xARE I I/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE NOTE1 - OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1/4' Ur 2. FOR ATTACHMENT TO METAL• THE METAL STRUCTURAL MEMBER SHALL BE OFA MAX. ...JJJ AXISHIM HIM SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR & WOOD BUCKS. SEEANCHOR SEEANCHOR TABLE, SHEET DETAILA TABLE. SHEET DETAILS 3.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF TYPICAL FLANGE FRAME HEAD SECTIONS FLORIDA BUILDING CODE. 1 /4' 4. 0.131' DIA MIN. X 2 IR NAIL AT CORNERS AND 5' O.C. TYPICAL DETAILS G. H & I. SHAM Kn ' 1/4'MAX SHIM --'-I F'--' SEE ANCHOR TABLECHEETI 4 II INTERIOR •_v (JAMB DETAILS E, F&1) EXTERIOR 2-112' MIN. EMBEDMENT SEEANCHOR SEEANCHCR —T• (t'I EXTERIOR�TERIOR�TABLE, 9HEET1 TABLE, SHEETI } `�EE ANCHOR'SEEANCHOR (HEA &SILLDIOR INTERIO D. &H) BLE, SHEET �• �, TABLE, SHEET I 2x WOOD BUCK, NOTE 1 J ( IxWOOD BUCK, NOTE 11 SEE NOTE 4 DETAIL E DETAIL F TYPICAL FLANGE FRAME JAMB SECTIONS SEE ANCHORSEEANCHOR TABLE, SHEET 1 --1 \ p p p I /— TABLE, SHEET I 1I4'*SEE MAX. SHIMSHIM �� G SEE NOTE SEE ANCHOR 1 TABLE,SH OR3178 MIN. SEE ANCHOR�I/ I ` TABLE, I I SEEANCHOR 2KWOODR TABLE, SHEET SHEETI IIFhh------^^^IL TABLE, SHEETI BUCK 2-12'MIN. EMBED DETAIL C NOTE 1 DETAIL D DETAIL G (SILL) _ 518`MIN. EDGE 618-MIN. EDGE DETAIL H (HEAD) F ppp � I' 6/8° MIN. EDGE In U 2-U2-MIN. II SEE NOTE EMBED DETAIL I (JAMB) PRODUCT REVISED plaIne wIth the FW,id. NOA-No. 17-0411.06 laplm0on GUN 12/21/2021 =417: REVISED NOTES TO 7.'OM1 yV NEW AICHOMOE. ADDED NOTE 4. W y J O c Q o z D m. 6 w evw sZ Of w OO � r w 86Sf o € 3 z = 0 Re t� 0 0 TABLE 5: TABLE 6: TABLE 7: Maximum Design Pressure, DP (psi) Maximum Deo%n Pleasure, OF)(pef) Maximum DDalgn Prostrate, DP (pof) GLASS TYPES: XO0r0X XOX,113.113.111 XO11,114.% 114 0.6/16'LAMI-(1/8`A,.000'PVB,1/8'A) O,nMI meal Tio, Beres Dens 0.neaNw D.eiall OwNI mesa B. 6116'LAMI•(10&.090' PVB, 1/8"HS) INBN w'm A,B,G,H B,E.F,I.J,KL Wtlln I6WIA A6.mQl1.iRKF.AKL 4VmM1 WbOI A.0.0.H GI a F,AK C.SAW LAM I-(11W HS,A90-PVB, 1/8-HS) aI -Tao - . ae o D.7116`LAMI-(3/16`N.090• PVB, 3/16-A) 46• +78.olaao .0 +1&0/a&D fisva• .ea.D -0aa .79.0 a o em +caa l ffia +60.O1+A.o .7&01-76.o E. 7/16°LAM] - (XI W A..09T PVB, 3/16-HS) BMW •75.01.76.0 .75.0 •T5.0 ev +8c.0feca •TS.Dr-n 1Y wo.alffiD +6n0/4A.a +7A0 •lb.a F.7/18'LAMI-(&16•HS,.OgO"PVB, 3)18'HS) eo• 2e• .)s.a/as.0 .T. /•T5.0 ea• 2a` .eoalaD.o w6.olae.D an' 2a' +eo.01400 .eao/-0D.D +T&0/ae.D G. 13fie'LAMI IG- 11W ORN16' A(MIN.), 5116. OR 078' ae •i6. a 0 r10. a0.0 1Y •60.O1 d0.0 Nb.01-tt.0 BB' +ao.0/daa .W..0/-00.0 .76.01.76.0 SPACE, 6/16•LAMI-(1/8• A,.O90` PV8, 1/8' A) n' +7a.01-10.0 +15.OI afi.O M' +a0.D 1410.0 Nb.OI -14o B' +80.01 o r8n0/d0.0 +7 51-660 H.13/16'LAMI IG-VW OR 3f16" A(MIN.). 6/18' OR 3/8° PRODUCT REVISED In u• .1e.aasA H4a1 a5A e6] .eo. /ffi0 as. as.D ire• .fio.arw0 .aD.orffiD +760 a6A 3PACE,5/i6°LAMI-(1!8'A,.090"PVB, 1fe°HS) tra c0mpl w1IM1 euuaino �u� the Florid. 94 N6.Ol aflO «TS.OI-Te.a 471 .ba.0 anD +16.ofa .0 HP .a/ffio reap/m.D q& afi.o / 13/16`LAMIIG-1!e'OR 3l1fi'A (MIN.,5/16-OR 8/8" ) HOA-Ho. 77.0411.08 fi. {a' 5}im• +75AIa6A ."AI.75A fi11m' •fi0.01 -00.0 +so.01ea.0 31"f-TflD 6}t/8' +8ao/da0 r6n01ffio MQO -00.0 •ao.m aA.o +7101.7 0 .76.0/•55.0 SPACE. 6H6-LAMI-(1/8°HS,.O90"PVB, I/B°HS) expirefte Beer 12121/2021 +7a.O-76.0 a75.D/a6a ea• •76.a1a5A eo• 30, .75.01 -Ta.O +5.01 5..a em 2V aeO.Dl-0,0 ♦76A/-764 74- .ea01-0ao +60.01dno r7401-75.0 J. 13116•LAMI IG-11W OR3/16°A(MIN.), 3/16. OR 114' m' .76.01-76.0 +75.0/45.0 74 r60.0 d&0 H8.a a5A & •63.a d00 +BaO/80.0 Nfl0/a8.0 SPACE,?/18'LAM]- 3/16•q,090'PVB, 3/IVA) ( er n• •74.01-75.0 +TaW464 e4• +Bmo/do.a .79,0146,o ar r80.01-00.0 +M0 •) O A K.13/16'LAMI IG-118'OR 3/18°A(MIN.), yifi°OR 114' NIOm ro eel Pne., n• ga.al-]6.o w6.0l afi.D 86.7116• •wof.ao.g w&0/ab.o 1p8aIB' +ena/ffi0 reap so.D +xs.0laaA SPACE,7/16'LAMI-(3116'A•.090'PVB, 311WHS) 9P .19.0/->0.0 NSOI -1 .D /C +aa0/da0 •16,0/-16.a 105' .OI d0.0 •00.0 ffia .] D a6.0 L 13/i6'LAMI IG-1/8. OR 3116'A MIN.), 3/16'OR 1/4' ( =4117: UPBATEB TABLE 4a• •78.01a&0 rifl0 q 5} - y0.0 -00,0 N6.ON6,U 111• .60.61dmO •60.01 ffi0 .n,0/A6A SPACE,7/18`LAMI-(3r18'H5,.090'PVB, 311g'NS) 5}im• as.ola5.a a&olae.o eo• •eaa/ffio «TS.m e.o 6D4a' •Bnolffio .enolm.o •Tflola5.0 e0` 581�8' g6.ON0.a ♦T6.0/a6.0 BT 585/a` .tl.ol d0.0 +]B.O/a6.a BP .6a01 ffia +BnOf dO.O N401 a40 6a` •75,01-7&0 .A0 766A 74' •a0A d0A g5.0Id5.0 R` a8a0I80.0 -•6001A.0 A40176a 1T N&0 •760 +TaO • 6.0 fib' M0.0fd0.0 aa,Dr afi.o e4` 86am' +Ba0fda0 .60.01• 0 .7a01a6.0 ro x rb' •r9.0/a40 •)B. /a .0 6}1118' K0.01 0 +5,01a6 .BnD da0 +CQO/48.0 .i&01 JSA ey Q y 3T .75.01•T.0 .76.G/a&0 w •60.0 -00.a .t6A1a8.0 1o841B' .8a0Idn0 a6a01 -00.0 +ffio •im0 3 bB' H&01-n.0 a76A/•76A a1t1Y r60.0 40.0 • a5A im` .6a0 d0.0 +W.OI4B.0 ei&0 •i5.0 K B}1! r)&01-1a0 erSAl•76.0 80` *-a d0.0 .01 ale.0 aB. 2yry3 e0' /6' .]5.0 •8.0 + OI.16.0 89 Ia` +60.O1d0.0 +)40!•T6.0 &}1m' NAO0 r80.0/ffi0 •T0.0 afl0 bs• N5.01.5.0 q ue.a ]P re0.0IdD.0 .14of a8.0 6P •90.0/ffi0 +00.0120.0 N40/aS.O Op� kk m n' qa0/d6.0 +P10/a5.0 m' r8D.0 d0.0 .Ta,o/ae,a 1P +C0.01-00.0 r60.0/-0OA +1401 a5.O -I v W' + .a1-6.0 •T0.0 -T8.0 e}]/18' •80."'a'. • 5.01-T , bT •60.0 Bn01-0a,0 N&01-i6.0 2 a W 51• +]&01a&0 .M01.760 4B` +LG.O/d0.0 +Ta01. 5.0 W' O81°8' M6o1fi60 +BOA O rIaol.7,0 ��' {{-• /8 b8` a75.of-7&a ♦x&Ola o b}tlfi' .BmO/d0.0 •TB.o -16.0 )®- +W.1-00.o r00.D1ffio +ga,0 -00.0 •00.01-00.D .) -6a Na - .0 �- i O y 6}11C q.0 a0 +ffi0 a5.0 W +80.01 -00.0 .76.0 •75.0 flV ra0.01-00.0 r00 I-000 .i&0/a6.Coil BO• for 66BI6' •75A1.79.0 -to a5.o .)e.o -76.0 •T6. •4D. OS 4• 56 S'8' .e4 1d00 • r-0n0 +ta0l ae.o • -!A 4}1m• afiaalda0 NOOI-00.0 •rna-m0 '- T .0 +7a.01-T6.0 «7a0 •76.0 • 0 . .OI. 80 aa• 74• •00.0/dD.O •9a01ffi0 +80.0 ffi.0 90 000.0 .74,0 -6.0 +7101-76.0 Z u 1{` •16.01-7n0 +1a.01 aa0 1i B8a119' •W.0/-00.0 .n.0 A0.0 8Y .50.01-00.o r80.01d0.0 rT&0l•76A O 3r -75.01.76+0 +75.0 a&0 4A .610/d0.0 .70.0145.0 a6' 4a&e` M00 d0.0 +00.0 4A. a76,01-7&0 m 4V 9}VC •76,00,75.0 +/8.01•I5.0 H&01->SO •ia0l.]a0 6}1m" +9aa1-0D.a +W.01.00 Moi.Tao 10991C •ea0/d60 +60A ffi0 .B0.01 dQ0 .BD.Ol4B.0 +TaOI-T40 .)5.a 1•a0 ® II�... leea .7&0/-7aO lair fit• "AI-76.0 .l&01a40 BY Sb' re0.0/da0 +75A/•7a0 111• .80.0fffi0 M0.01-0 a •Mot -Tao D Z y 6C n' +I6.01 aB4O •i&0l-&0 7Y +80.Uf-00.a •hA.Of do.O •T6.0-no 86}Ve• eP +(LW40.0 •()41d0.0 •1a01a5.0 .BQO/-0n0 N F Z +9,O1 a6.0 a)&O!-]&0 8b' N8.0/-140 Ib' N6A1 a6,0 +&01-T8.0 0&1/19' +a0.01d0.0 •r40/-75.0 7{• +en0/ffi0 .e0.01 W,0 •6n0/MA'N&0175.0 +1a0/a6.0 w ¢ rleB SP &a +7&Of-7&0 48• +B0.0/-00.0 H6.01-75.0 6P •80.0 410.0 A ♦ 01-5.0 o S = p 4S &0 .ia01a&0 1/5' r8p,0 •BOA N&Ola A 9Y 64 .Bno ffi0. +60.0Iffi0 N5.01-/6.0 O, 5}11S 0.0 •1&01aa0 00' .e0.0 -00.0 *1d01 da0 I00.Y8• •m.0 -00.0 +e0.a14D.0 +T40fa5.a O N d'• 80`40 W71 N0.01 aa0 00' 60' .aQO/d0.a H a - o ter' +00.0 ffi0 K0.0/ffi0 N&0 /a6.0 IIl x efi• .2 +7aO/-]&0 >4' M0.0/d0.0 N40/a9.0 111• .SO.BIda.fi •8&0/JA.O •&0)a6.0 O n' .0 ♦ 01-7&D W •60.01E0A -•7a /a&0 5}Im' •80.o/dall +eaofab +740fas.a NOTES m �a nee >4' &1 N&0 a&G e}711 .eI Mo/-76.0 •a0.01456o +80.OId0.0 71aol-T •60.01 FOR WINDOW SIZES NOT SHOWN. GO TO NEXT LARGER 4e• Naol-6A .740/-7a.o 6 e• .eao/mA aflD!-m.D N• fix, 0/a>0 +eaoldoA 0&0/-75.a' WIN OW NTABLE +e•I6t�Y LYN 5}1m• r]5.0/45.0 +7&0/-T6.0 BP +00.0Id0.a •/40I.15.0 6T .Sfl /58.9 •80.0/-00.0 rM01-7&0 0• ,rO ........ *1 90• w N&OIa5.0 H&O1 a6.0 6T a9• gM01.8aa •75.01aaO 1"w +521M.2 r6a.l 0 .>fl0-T5.0 , i aa• -70.2 f-702 rT&old&a 7• +a0.0140.0 w&0 755.0 ter• .6ae1d4.6 •451-0a0 MOM.() 2) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN `�a�::'bICENQaT�/ ia• •BS2/-0&2 +T&o I-75A a6- sea0lama .7&0fa&a II • +sse axe +ma 4o.0 WINDOWS, SUBTRACT I'FROM TABLE SIZE DIMENSIONS. ;*; W,547p6 R` .WA/m.e •]&0I-T5.0 861/IB' N 0/410.0 N&0 A7S0 6Stm' •aD,OIffi0 0 N601 a&0 •• TF= FOR ANCHORAGE SEE SHEET 9. FORANCHORAGESEESHEETIO, te" +Mei dao a .fi.Dlaao3) FOR INSTALLATION IN THE HVHZABOVE 30 IFT,GLASS TV +e0.o nda0 o .T&of-is.o TYPES G- L SHALL HAVE A TEMPERED I.G. GLASS CAP. %A+Bno/ffi0 o A�D ♦r&or•Ts.OBOTH THE DP AND ANCHOR QUANTITY REMAIN �'- 6w .5421812 NaOI•T5.0UNCHANGED.10&Y8' +520/6m0 +i&OIa5.0 �+51.a/ffi0 '�1iS�ONAL a .i&0/•m.o 4) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. FOR ANCHORAGE SEE SHEET 11. AaVaauai�aPE REpaa>pa Anldw QLwmey XOIKOX WIDIQew Typa A, E,C,O, H e I Vu YAOaIYW Dual: two NtlI2 1R32j JwE PnNr(CwpO NeeEt54 JmD MNrtrn,pG IIwEIPI JmE 3r 20' 1•Q•1 2 1•CJ•1 2 1.Q.1 2 .r ]lvr 1•Q.f 2 1•Q•f 3 1•DNl 2 1 71 2 I.Q•I 2 7-Q•1 2 Ba" i.Q•1 2 41 2 1.12.1 2 -air-1•Q.1 2 1..2.1 2 1-D l 2 it ]f 2.Q•2 2 1M11 2 1•Q•1 2 2•0.2 2 ltNl 2 -. l 2 3r 3r I.Q•1 2 1M1.1 2 MQry 2 <r 53Vr 1•Q•1 2 UQ•1 2 1•Q•l 2 1•Q.i 2 1 Q0 2 I.C8l 2 fir b e. 2 1M2.3 2 1•Q•l 2 1.Q 2 1•Q•t 2 UQ.1 2 R if 2.Q•2 2 1•Q•1 2 NQH 2 2.Q•2 3 MI 2 I bCbt 2 3T JB3'd' 1•Q.1 2 1 1•Q.1 3 MQ•1 a >11T 1•Qq 2 I.Q.1 a UC2.1 2 I.QH 2 1•0•+ 2 1 HCNI 2 W I•Q.1 z 1 1•Q•1 2 1 1-Q.l 2 lV NQH a 1 •1 2 1 1.QN 2 iT if hQ•2 2 I•Q41 ] .Q.+ 2 hQa2 3 1H2.t 2 1q 1 2 >T 1.Q.1 3 1•Q•1 3 1.Q.1 3 @ 531(f 1.0.1 3 1•Q.1 3 UQ.1 3 1•Q.1 3 1•Q•1 3 1•QN 3 ar 1•Q•1 3 1.Q.1 3 l•Q•1 3 1•Q.1 3 1•Q•I 3 HC .l 3 7! Tf NQ.1 9 1.QH 3 1•Q•1 3 bQ z 3 1•QN a 1.Q-1 3 3r SMV 1•Q+1 J 1.Q•1 3 NQ.I 3 {r J1Lr 1.Q•1 3 1.Q•1 3 +•Q•1 3 NQ.I a 1.Q.1 3 1.Q•t 3 BD' Uf2.1 3 I•t2.t J f.Cbt 3 ar 7Y Tf .t 3 1.Q.1 9 1.Q.1 3 '0•2 3 1.Q•1 1 ] 1 !.Ql a N0.2 3 1Mt.1 1 3 1 1-Q•l 9 3T G• NQ•1 3 1•Q0 1 3 1 1.Q•l 3 . ]Sv f .thiN 3 ..1 J 1.1 3 MQ.1 3 I .Q.1 3 1•QH a 3r ar `..•.J•1 3 I.Q0 3 1 1.0 3 N©•1 3 NQN J 1.Q•l ] 71 if hCa.CNl 2 3 1.Q.1 3 1 3 9rd•2 3 1M-1 3 1•Q71 3 3r EI I•Q•1 3 I.Q.1 3 f.DNI 3 {r 63Vr 7p•1 3 NQ.1 3 UCbI 3 hd+ 3 1.Q.1 3 1. •l 3 BP 33' NO•t 3 /•Q•1 a 1-t l 3 1-0N 3 1.0.1 3 1•Q.1 3 iP if 2•0.2 3 NQ+1 3 t..l 3 PM.2 3 l•Q.l 3 (- .l 3 3r 81• 1•Q.1 9 NDNI 3 NQ.1 3 .a' I.Q•1 ] 1•Q.1 3 t•CNI 3 of tW LCMI 3 NQ.+ a n1a.1 s 1 I.Q•t 3 f•Q•f 9 b.2.1 3 Jr 1 J HQ•1 3 4Q.1 3 Ir T<• N 2 3 IH 3 1•CN1 3 NL 2 ] 1 1.0.1 3 1.Q•1 3 Anchor QusnVDJ],XG of OX WM Glan Typu D.E. F,J,K a d.oA 4VKW Moo WI2N Arcwr Ih.EteD A Jena I Andmt Wsat6111 R .IwW ACMUopD N.oJ tSD 31mb 3r 2J' 1. 1 2 1.Q.1 1 x 1 t.Q.1 2 .r J}1/d1 NQ.+ 2 1.DN1 1 I.Q.1 S 1t 1 x I•M+l 2 4Cl•1 2 Br 1.Q•1 2 1.Chl 2 I.Q.I 2 >r 2•DN2 2 aQN 2 1.Dbl z i{• h -2 2 I•Q•1 2 1•D2.1 x ar '.1l 2 bQ•1 2 1. .l 2 .r aY1/r t.D2.t z bee.+ 2 1.Dz.t 2 1•Q.1 2 +.Q.I 2 1.Q.1 2 2 i.tl.l 2 1. 0 2 M• TP R` t.13.1 3 1.Q•1 2 1•tl.l 2 NCba 2 t•Q•t 2 1• .l 2 2 M.2 ] 1.0.1 2 1• 1 2 ]r In, 1. •' 2 '. hl .r J}12' bQN a 2 .=.1 2 000 2 LQ.1 LtlM ] NQH 2 SO• 1.Q.1 2 1.2.1 2 I.Q.1 2 3a' 1. 1 2 1K .1 2 1.DN1 x >Y TP 2•tl.2 2 I.ml 2 1.Db1 1 S.Q.2 2 I.Q.I 2 1+t4.1 2 sr W 1. 1 ] 1.1Sb1 3 1•D3•l 3 .r Wm 1• 1 J 1. 1 3 1K1.1 a I. i 3 1•G•1 J I.GN 3 Jr f0• tQ l 3 l.Cvt 3 I.M.I 3 t.a.1 a I.CNI a 1•Q.+ a 7T TP 2 2 a 1.Q.1 a 1•Q.l 3 2.Q.3 J 1.tl a 1•Q•1 3 3r ab&J• 1•Q.1 J I.Q.l a 1•e2.1 a J>14• t.ebt 3 1•Q.I a HDN1 ] 1.QH 9 1•DNI a 0J' t.Q.t a 1. 1 a 1.Q.1 a A9• it if 1.DN1 ] I.Q.1 a 1. .l 3 z.O.z a 1K -1 a 1.Q.1 3 1 2. .2 3 1N9H J NQ.1 a 3r I 1. 0 3 i•tlN a NtlN 3 {r J311J• 1.Db1 3 1• 1 a t m.1 3 1M 1 a 1•tl•1 a b .l 3 1. 1 3 1 1• 1 3 >T A` 1.Cl.l 3 1.Q.1 3 z.b.2 3 1.Q.1 3 I.Q. ] 2 2 ] 1. 1 3 URN 3 ].` Ar 1. 1 3 1.Q.t a 1W 1 3 {a' 1.6 l a 1+ •l a I.Q•t a 1.LY.1 a I.tl.t 3 1.Q.1 3 N74'. +• l 3 PQ.1 3 1•DNl 3 1.0 l a 1.ml 3 1. f 3 NtD 2 JNQ.t J UeNt hf1H] 3 1.tl.1 3 %Gl a ar l4 1.II l a 1.Q•t 3 t.Q•t 3 {a• 33+2 1.DH1 3 1• 1 3 1.Q.1 ] b(aa 3 1M1M 3 bQ+t 3 w +•Dl.l ] 1.DN aA4• mal�-1 aM 3 Te z.a.a ] i.G.1 a TABLE KEY: O X 1+C2+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON THE MEETING RAIL PLUS (1) ANCHOR AT OPERABLE VENT AND FIXED SECTION. (4) ANCHORS TOTAL AT HEAD AND SILL. (4• MIN. O.C. ANCHOR SPACING) L +1 [--4- --4' MIN., 10-12' MAX. 9-�T}• X O 1 _ _ MTG. RAIL EXAMPLE CLUSTER W! QTY. OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP I ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEADS SILL: 10122• MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 18314• MAX FROM CORNERS. JAMBS: 0• MAX FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT t' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 6) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED Dc....I to , Wlth tho Flodaa BulldIn DOOEE IIDA-D.. 17-0411.08 Eaplrauoa Dote 1221/2021 3kMir UPDATEDTA t E £NATION C•nnl h. __- _ Anchor OunlNaa, XOX, 10.10. 113 wXh Gbm TYPU A B.C. G, H al C,rvaa wiaA O.nl ll°Aa At Gv A "WC B I ArchG C lYtlnnN I. Kw" 1Ln Nuann2 IJ 2 t•Q.1rGN1 2 1.¢+1+ 1 l x t•QN.C»t 2 1•Q.1•QH x 1 1•nM+Q.1 2 1.n+/.CN1] malt 2 1• 0.CN1 2 1a 0.CN1 2 1rRHrQa1 2 1+Qr1.CN1 2 1•Q+1aCS+1 ] 1+tl+UCNf 2 1•CN1•CNt 2 »R.1,Q+1 2 »CNt•CNI ] 1.cNIrR•1 2 1.G»tlN ] @ 5}Vr ar »Q.NQN 2 1.tlN•CNt 2 »Cbl.Q+l 2 f•QN+n+t x 1.Q.1.C2.1 ] I+CNI.C2N a 9a N¢+1.CN1 ] 1+CN1+CNi ] 1•Q•1•CN1 2 tT 1C+1•Q.t 2 1.R•1•Q+1 1 1.Q.1.ONI ] ry t+n.»tl.f ] I.QH.tlH - a 1+¢.I•CNt s G• &.•rHT t.tl•I+CN1 3 1+CNHC]•1 2 t+¢.1.nr1 2 »Q•1•CN1 ] »Q 1I 1 2 1,Qr1.C1H 2 l8' 5}1T 30. »Qrl•C!•1 x 1•n•1•CNt 2 1+Q 1I 1 2 »QrIrCNt 2 1•CNt.tl+1 2 1rQ.1+Q•1 2 I!P »Q.»Q•1 2 Ia I.Q.I 2 i.CN1+C2r1 2 2T T4' f.R.14Q•I 2 »CN1.Q.1 2 1•QN+CNI 2 1•RN•Q•1 2 »QH.CNI 2 1.CN»CN 2 &' 3}THa• NCNNC2N II »CN1+Q.1 2 UQN.¢H ] 14Q+1+C2.1 2 1K 1a t 2 1.4»CIN 3 la' 3}yT 4T t +.CNf 3 irC2N+Q.1 a +nN,CNt1 a »QN.CNt a 1C 1•CN1 3 »Q If ] aP aT »QH.CN1 a iKN1.QN a 1.R 14C t 3 »Q.t•Qr1 a zawt , 3 •Q•» l a Tr OP aNHT I.Q.l.CN1 3 1.CN1.¢.t 3 1•Qr»CNI 3 Ltl,»n+1 a 1•CN1Kia a PQ•»CNI 3 1.tlN.CN1 ! 1.CN1+n•1 3 1+Q.I.CNI 3 •r 3}fT 3OSA' t•an.°N+ a 1•nHK3r+ a 1•Q•Nil a f.tl.1.CN1 3 t• i, l 3 1.RN.¢+1 3 N, m• +4E,71 t 3 1rtl.irQN 3 1.Q.1.Q.t 3 NQN•Rq ] »¢H.GNI 3 1+QN.QN ] rr M a}n18' 1•Q•»°N1 a 1•C2•iKSN a »Q.Y°T•1 ] 1+Q.1•C'Al 3 f+C 1I 1 3 »tlH+R+1 3 1•tl4f•CNt 3 14Q•N¢d i 1 OH•¢H 3 4a' 331IC 41• 1•¢H•Q+1 3 »CN»QN a »QN+CNI a »R.1•QN a 1 C 1al a 1.Q.tWR•t 3 3P 1. 00 3 1*1 N1 R 1 3 .M0.0N 3 fL Tr 1.tl.1.GN1 3 HQ•1+C2N 3 1•571•n•1 a t.tl 11 l 3 1.CNIaR+1 3 1•R+N4Nt 3 &' eianr iWRN.n.I ] 1.R.1•Cx+1 3 I+tl+t+tl•1 ] 1• ON 1 3 1•QM•n+f 3 I. 1N 1 3 dp 611T B6rY I•Q.1.C1•1 3 1.CN1.Q•1 3 I.Q.1•CNt 2 f•Q•f.nrl 3 9CN1.Q•1 3 I. 1+1 a CP 1+Q+i+CN1 ] 1+CNtn•13 il ]a3!33 1i»»NNt1•r••QCQ¢QQtlC2h.H.N•H+1ItfI.+a+•++•C a3a3a3aa 9 fMNO3 aman}64aTielNTrdTtarari1n'•T'1 TT +l@t a ltlI.Q ] 1Q011 3 liuf5Nl a 3 1•NI 3 QCCQCCtl2NS11.a•+M••1t111t 1N1QN a 3 tNIQt a mNt 3 3 li N a 1l-N1 3NIn1 TABLE 11, AnchorOw.W 2,XOX,10-10.10 wMiGhulypn D,E,F,J,KaL Derma 3Y431 IrW32 NWN Arcl°Ot A ArclwQaryB I Am3nc IYWa411 15M NIaaAW = hWAt3] Jmw 4T SSVa' N• I.n.1+Q+1 2 »tl 11 2 »n+»QH 2 »¢.HQN 2 I•Ral• .l 2 HQH+Q•1 2 3c• »¢.1•C]H 2 »CN1+Q+1 2 ar 1+QH+tlH 2 1.Qv1+CNf 2 Tr 1. a}T/1T .cN»CN1 f 00+1.R•f 2 I.CNI• l 2 1aQ,1+CN1 2 »7M+NR•1 3 t•CNl•Q.t 2 NQM+Q•1 a 1rCNi•QM 2 1.nN•QN x 49 WIT I, w I 1• l 2 »QN.nN 2 1 C 1H H 2 1+GIatl.1 2 »¢+»¢•1 3 NCNf.tl,t 2 W ON 1 2 1+n tt N 2 1.CNI.nN 2 aT Tr i•¢•1• 0 2 1+Q•»CNt 2 »tl,I.tlN 2 »Q•»tl+t 1 »CN1+CN1 1 1.CN1.Q•1 2 U' a67f1T 1.Q•1•tl•1 a 1.Q.1+Qr1 2 1• 00 2 HCN»Q•1 ] »QN+Q+1 2 »QH•QH ] b' [SIT 33a1T NR.1.Q•1 3 »CN1KSr1 2 1Q.1.Qa1 2 t+tl•NQ•1 I4CNI+CN1 2 1. ON .1 2 Q' 3T IrQH+Q.t --L ] 1.tl+1.nN 3 HCN1rQ•1 2 1+QaHQN 2 1.¢a1+nN 2 l+CN/a¢+1 2 Tr Nn+NRH 2 1a 1. 0 2 »¢NM1M a av abT/la• »tlN•tlN 2 1rQq+¢H 2 I.nN+0+1 2 »CN»CNI 2 1,nM.na1 3 »nHaRH 2 4T 311R• la' »[A+NQ•t 3 »QN.¢N 3 »CSN.Q•1 a »n.waa 3 UCN»tla 3 IrC2•»na ! aa' »nH+QM 3tanf. l 3 aT I+n.1+nH ! 3 I.ONI.CN1 3 U. U. Bb711P 1•Q.LQa a .M i+¢•f l 3 »QH.Gt 3 LnH.R.1 ! IrCN1aRa1 3 .-m I 1•nrHQ.1 ] INQNIN2.1, 3 faC 1N1 3 I• I. +l 3 w NIT 6pwa' t.n.l•n•I a I.n.tKi•I 3 t.n.NR.I 3 »G1.Q.1 a 1•QN+Q•1 ) 1•Q+1•tl•1 3 3a` BT I+n.l•nr1 3 »GN1•Q+1 3 •n+1•CN1 a I+tl,1M1.1 a 1.R 11 3 .n,1+tl•1 a rr M' 3An1T 1•n.I.CNI a t•na.n.1 a¢.1•Ra a Irtl+1.RH a »41.41 3 1+Q..1 N1 3 1.Ci•»tlH ! NCN1rn+1 3 »QN-0.1 3 la• 3stT d• 1.tl.fa 3 1+CN»QH 3 »n.1+QH a .1 t+n.l.M.1 3 1•C3.»¢•t a t 3 IIP t a 1.CNNRq 3 ;U--' •t 3 a]' A• ; ff. 1+QH+QH 3 NQN.Qq 3 1.CN»Rrt iEFA 3 »CN1H3.1 a t•n0t 1 3 1• N 3 tor' 3}rnT 1.CN1K'1N 3 1.Q1 a N¢OMl•1 a 1•CN1aCN1 ! »QNr¢•I 3 I.C2N•QN ! {3' !}tn' Nn.1M3o a 1• 1N 1 3 NC.S.tMl.t 3 I+Q.1.¢H 3 1rQ.f•nM 3 I•CNIIQ•1 3 pI 1 n 1. 1 a Nn.1•n.i 3 NCNl.nrl 3 Tr 31• ISn1T NdrNQM 3 IrRN4Q 3 1rC3HrRH a NQM,tlH 3 I•QN+CN1 ] YCNI,QM a NCN»tlH 3 »tlNrCN1 1 HQNK3N a lr 311T O' 1+C INC l 3 I.Q-1 G1 a 1-P I+d•1 3 »tl•NGl 3 t+tl•1•CNi 3 tanrl+¢af ! 10' a3' 14G1+Q.1 3 1.Q•1.Q•1 a I+Ml+CNI a 1.n.1+d+1 a 1•n•1.n+1 3 I. 3 rr I.d.I.n.I 3 1.nN+Q•l s I1N .cx.NR.1 3 t.C»I.nrt a 1.tl.1. 3 1.nrNRN a F a6]I1T 1.Q.I+Q.i a Q+I 1•H7•1 3 f.Q+l•QN a TABLE KEY: x O x 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (S) ANCHORS TOTAL AT HEAD AND SILL. (4- MIN. O.C. ANCHOR SPACING) 25 S/4' MAX L_ 1--4' MIN., 1D MAX W MAX. X O X MTG.�, TYP. - - EXAMPLE CLUSTER W! QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD a SILL: 10 UT MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 25 3/4' MAX FROM CORNERS. JAMBS: IY MAX. FROM CORNERS AND 2212' MAX O.C. 2) FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT V FROM TABLE SIZE DIMENSIONS, 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G -L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. 5) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2 PRODUCT REVISED pl In rvIth t3° PI°NE° NO". 17-0411.06 UPI.N.. Oa1a51221/2021 a QI7.WOATEDTABLEa EIEVAMN. �y z s S 3N n � O aro 2 d Iry O E! o Z _ro W v O O (wa B o g C€ O O 2 x ^ Z u � � AndwrQlav�a, )IOi,1N-i@ -1N M0 aan rypa0. B, C, O,H AI w.] NYA Ltm3 Itlljl Nrlv6apA 2mru2nPe wmnmuwt,o t1v1i6B1 1n0 X,M{Be 1aW 1 1 CH1•C•11.-' au ..qa1 3 QN�iCti( l•n• 3 iH'�. C•Y 3 1. Mln.I.Q•+ a9r t.G» , 3 H•tlHI.W.lI•Q. n. a 1•C1H.CH.nHYar JUWI.W-1 u » CH a +.aH .§ 3 + »C.tx l• • .l.C»ta .1Ip• .iu 2 +•Q.I.a..I.Q.I 2 1a.I*tt1•CN],a.1 ] Itn•1.pH .C»I ] t t•pttM1.1l.n.t x +.I.Y.atQ• z It • 3 IR taC.»QH a I=• 1.n.Zt l 2 +•p.1• 3 I.G2.C»I 3 +.CNNCY•1 2 I.01. 0 2 »n.It 3 2 1• tl a 1C,Ia x 14MI•a•l NCt1.C.1x 1. 1 i.G»I.aH 1 dlli,ff� l t.CaNC.t 1 Na.1.Q•1 2 t• 2 I•tlglQrl 3 NCH.CH ] 1H 1 LC.1.. 1 x .l 2 I.QH 2 II ] _M_2 1• 3 1-0+12 1•n.HQa1 1 3 2. .l 1H3.3•Q.1 3 1•Qa•n.l ] .1nwx.QH lP v IT t•Qaf• a 1.w11C•l a 3 tl ML»itQH 3 »n•I.C.1 3 1.0.11=11 1.n.1.QH a r1• M' q' iTw 1.QH.QH 3 0a»1.CH i G1.p.1 a 1•n•2NiH ] H C.0 N.J 2 H n•1K21 ] 1 1.Q.Nn•f a It-n a 1M1.IK1H 3 nn.3tQH a I.ffnQ.1.Q•i 3 I.C1.1•C.1 3 IOr 111' I•aV]ta 3 1•Q.2. ] ItQ.1•CH J 1 ] Nn fI 9 1• ] au OY a],r 1tGj +l 1•n•l.na 3 ,1 laCa.nq i 1H 1 1•wNCH a »aa.QH a NQHIp.1 3 Ba•1.C'H a rr x• uaa.a• a twz.»cx.f 3 »aa-aa 3 1.a.:.C.+ ] 1.Q.1•p.1 3 i.a.1•C.1 J Or t0 w la' 11P 1.a•x.aa1 t.CN3•pet 3 a I•M-2 a-1 a 1•Q.2 a l.a•1.a•1 ] I•CNIHR.1 a 1*6»»aH a 1H +2» 1 a I.C»1.nH a PC»]IQ•1 3 1•aN.CL1 3 Laa»aH ] a31T N la4r J a HC1•C• 1 ] HaHla.1 a a a 1•aHaN ] I117M_ ] $14�3�, a 11.0 3 a t)baaftr i pmHao1 ]Lan•QH ] 1• a alm er ar M l.a•1.a•1 3 »wlMbl 3 0• 1 I •Qa 1.6»1.9N1 a 1.Q.I.a.1 a laa•t.aat a 1•ar tp.l 3 1• 3 1.a.].a.t J l•C.1Hi.1 J 0. 1 l.a.l.n.l a taWN• mr 11P »W.aW]H a 1.aazla.l 3 i t•C»t•aH J I. IQH 3 1•a.2larl 3 1.a»»aN1 3 1.(aN.CNt ] I•Q41a•1 ] NGNa•1 ] avr 11 lr a It 1 3 l•Q . a MCNHaH 3 I1H •a.+ 3 .i I a•• , 3 ] 1aItl.l 3 1;7a_ItG1 3 1a2n1 a a 3 II.t aH.Na•11 3 t•a 3a 1.QT.m .1•aH 3 IM1faWa13r1•''2' I 3 QIf 3 3 1,ZInl J ta.NWf J 3 Aea310rQ Typ D,P,F,J,X&1N waA cla.a Type D,R P, J,K s L c,..a YEN ab 14jjE 2awo-ewA .wwowo0 NvMdngC HMaaiO Yn0 Hw2a99 M4 Ib]a ]0 Jm.d Wm fP 2 aw4Q•I a .n•Hn•I ] • •.QH x 1• lan•]an, 2 aQaw .1 ] I.W+0 1 ] .G2•C. x »cx.»10. 1 1.a•I. • z a.a•I a 1.nmm1 .x I.n..cx. ] r 1 IfiN3H0. .cxx.c»l •a.I z .Q.. 2 x +.n.l.nH ] C• ] 1 ff .QH ] mve ar aQ•.mtt 2 1 H.nH x H 1 H 3 .p•»Q.1 a 1,nH.aH I.n.t a n laQ. .aa a t.a.nnH a I.Q. .l 2 1 IQH 2 t.a. •aH 2 1wH.Q. a IM41 1T IIi• .Ch»Q.1 •Q.t•QH 2 I.a,3.n. x l.ce.x. a +•n .1 2 t•G].CMI a l.Q.»QH ] 1.Q.1•n.l a 1•Q.]•G, 2 NQ.].QH 2 I.QgIQH x aw ar aWr II IIVC l a I-Ml -0-11 a l.nM.aH 2 1•D»I.pal a tla.OaH1 2 waHlaa a r w lfzla.t 2 11a.11nit 2 11 =,I 2 IM VMI 2 Lp.1.Q•11 1 faalla6»I a aT 1a9Na• tT Ilr IH.T Na l I+MRN 12 2 1• .]•nll IIG» l 1 a 2 I n I.Q11 anl»QH a a 11QIa l ] I.p.»na1 1 ] 1+(t2Q .1 a i+. , 1 2 1 n 21n.1 a 1•Q•2•Q.1 3 allr e2 1' �, IHD 11 3 11Q.IIQ.1 ] 1 Q 11 •I a IKI•Lgst a 11 01•1 3 NgHIQ•1 a 1•GNQH 3 »a.IIQN 3 I-M- al a M Po' tatl.2KN1 2 1• 1+1 Q+1 a 1•n•I.Ml 3 I.nN.Q.I a tlp.2a 1 a 14Q.t 11 3 toaarr ta' nr »a•»n•1 a Ilaa.n•1 ] 1.azln.1 ] IH3.]ta.l ] 11p131pH a f•nt2,Qr1 a va.a.aa 3 wcm.mt a La.x.nH a aN' ar TI• IaatlQq 3 1.nl1.0.1 3 I. OIC.I 1 a .GNn•I 3 IIC3.I.Q.I 2 tH3H.R11 a ]-C:H 33 •qH.a+f 3 3 Orxtz.nal a.2 3 »n.3an•I 3 l.a.»a.1 3 a ✓n+ba a Yn.NCH kl-ml�ll a 3 1•a.»a.l 3 1• l .1 3 aVr N• a 1 1 3 1•LL1.QH 3 1C 1 3 I•Q.tInN ] t.n.f.n.l a r1' e1• Or pFYr Itp Ot• Unr»Crt 3 1•QH•aH 3 .a.l•a,l 3 t.n. a f.a.1.Q.+ a 1.q.2 a l.n.altl•l a 1K3.»p•1 a IWYH•Q•1 a 1.CN3KN1 3 IMN2IGI a I.n.xln.l a I.n. t a 1.Q.x-n.1 3 an.]Iaa a IHD.»aH 1 3 IIQH•r»+ a +.aHHrl 3 3r w rr 4C.1.n.I a II H 3 nn.t•na 3 tta.l.a.1 ] I,Qa1.Q11 1 a f.ra.lw.f1 a t•aN l I a 11 0.ml 1 3 »a.+Ia•1 a N 2r Iro10- 1• 2M 1 a 1•n.l.n.l a l.a•1K1.1 a 1. .p.l x I.Q1»0.1 a I.n.3.CN1 a 1 Q 2] 0 ] NO3.»0.1 1 3 IIP »CMa.tlH ] 11C41C11 3 0a.2+00 3 1.q.aal l I 1.G2a.1 3 »Cq.aa ] avr ar »ngtp.l i 1KxH.tlH 3 HG1.aH a If6 i» i 3 »aH•QH 3 1.a.t.a.f a r1' M ar it6Y»nfl 3 !m+! Q.t 1 .a..CII 3 1•aN l J 11Q.1•Q.1 3 1.E»I•n.l 3 1•GHIKHI a HC.21Q.1 3 I. WH l a 4 Iw IaDN 3 1•nq.Qq 3 1n»l a 1SI»Cai a Ga ] yr tnna 3 fQn•+ a a TABLE KEY: X O X 1+02+2*C2v1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (2) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHCRAT EACH OPERABLE VENT PLUS (2) ANCHORS AT FIXED SECTION. (8)ANCHORS TOTAL AT HEAD AND SILL (4- MIN. O.C. ANCHOR SPACING) 28 3/4' MAX. J-4-MIN., 10.1Q'MAX e =. X O X I MTG. RAIL, TYP. EXAMPLE CLUSTER W/ OTY, ' OF (2) ANCHORS (SHOWN IN TABLE KEY ABOVE) NOTES 1) WINDOW DP /ANCHOR QUANTITIES ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD S SILL 10 10MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 263/4' MAX FROM CORNERS. JAMBS: WMAX. FROM CORNERS AND 2210 MAX O.C. 21 FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 3) OVERALL FLANGE DIMENSIONS SHOWN. FOR FIN WINDOWS, SUBTRACT i' FROM TABLE SIZE DIMENSIONS. 4) FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES 0 - L SHALL HAVE ATEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. S) SEE GLASS TYPE DESCRIPTIONS ON SHEET 2. PRODUCT REVISED a ompl�rin wltN No Florida UDllding `' NOA41o. 17-0411.06 LplQtlae Date 12/21/2021 By Mle� ro uc1 nen 1�161- I�M ��TAD EA I *. No.88705 SCANNED BY St. Lucie County MIAMIlAmll_DADEcotnvTr ® DADE rlPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economv PGT Industries, Inc. 1070 Technology Drive THESE PLANS AND ALL PROPOSED WORK North Venice, FL 34275 ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT SCOPE: gRMFIbNECESSARY- k r f8N�ABLE ODES. This NOA is beingIssued under the ppu e r ons govemtng 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 Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29111, 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. FILE T COPY / J I %2%AG-i"'t.0 (iA-C.- NOA No.17-WO.01 niAnwAnecourlrrAVV11EE%1Wh ¢¢ECOUNTYBUILDINGD ISION xpirationDate: May26,2021 tLI�FORCOMP1ANC valDate: November09,2017 Pagel SITE OR NO INSPECTION(S) WIWBE MADE CONCEALED FASTENERS OR ATTACHMENTS ARETHE RESPONSIBILITY OF THE CONTRACTOR OR RECORD 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. 6300J12titled "Impact=Resistant Aluminum Tube Mullions", sheets 1 through 25- of i5; dated • 08/29/1lp;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 5u' Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. 10 E. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. Jorge M. Plasencia, P.E. product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 •-'App'roval Date: November 09, 2017 E -.1 _ CJ PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-5fh Edition (2014) and FBC-601 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS MOUIRING GENERAL NOTES: 8D NON -IMPACT OR LARGE AND SMALL 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR WE y MISSILE IMPACT -RESISTANT PRODUCTS FENESTRATION PRODUCT INSTAUATION. TYPICAL APPLICATIONS ARE SHOWN. EACII SITUATION IS UNIQUE AND SHOULD BE tl $J EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERA. NOTES ...... --_._.._I MUST BE ANCHORED PROPERLYTO TRANSFER LOADS AND ARETO BE DESIGNED BYOTHERS. EIVATORGNS_._...__1 o EIEVATIfN6__....... —1 FIGUPE I: M1A1LLT02CW000...........__-.a pL MULTIPLE GPBnwO wOttl POnveItTICAL IAILL-- ARCHESID" 2) ME TYPE AND NUMBER OFANCHOM IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNf18.MUL11IXJ5 tiY fff--^ MVLLT07104NO0NgY.._...-.-.. a MULLIQJS -1 geeoET/ns IrAMBEDINSLE HAVE BEEN TESTED AS WE NOT NEED TO TO THE MULLION CLIPS, BUT SHALL I=TOlnoN NGTE]-.-...._.._a � RECTANouAR NOTHAVEAGAPOFMORETHAN 116•FROM THE UP. MULLT06usoNRY__�...__3 IN \ `1@�EAft SN,S MI0.l TO6TEEL6TUn____] 3)THEMICHOMGEMOHODSSHOWMHAVEBEMOESIGNMTORESISTTHEMNMOMSCORRESPOMINOMWEREQUIRFD DESIGN PRESSURE. MULLIONS ARE CALCULATEDTO DEFLECT NO MORE THAN L1180. WE 1/35TRE39 NCRF18E WASNOT USED ALTERNATATE CUPS..._._.._.... 4 9 N IX• G,�� IN THIS ANCHOR EVALUATION. THE IS LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS, eAY MULL 6LTTALLADW...._,.....4 5 1 ' 1XSX,135MULLBPECS_..-.--6 y°{ 1%2%.97e MULL SPECS_.-._8 ,� \\ 47 PROPER SPACING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS MIDIS BEYONOTHE SCOPE OF THESE LXZ76X.]T6A=SFEEt4.__-i ¢ Tq INSTRUCTIONS. IXvO%bS MIALspfLS-.._..._& �A 1 XS]7eX.M WLLSPEOS--8 2 88 sEEF6TML3 / T iii_ /_Lj1i eEe BEfia6 NICHOMGEUSE THE �ORTHE COMMON MULLION SEEMBINED WIDTH OR MIGHT OF NLE%AMPLE90NTi185HEET D51♦FEi 24 FOR MULTI PIEUNR6 CONSIDER PRESSURES �D 1 X4X.1a5MUU!KLLS..__....11 W O m AiHRU G: \1%4 %.315TUBBMLLL&PE69....11 ID o y ]I@ET93J I IATHN 6: 1X4%LOTS TNIAL 9PELS....11 Q m ED .s�I ONLYTWO ADJACENT UNTTSATATIME WHEN USING THEOESIGN PREWUREANOMCHORAOETMLES.WEWO STOE9IGN LTSX].163XIMMIJ.SPECS_12 W 2 --F EXISTS" PRESSUREOFMULTIPLEMULUONSORFENESTMTIONMR UCTSSHALLAPPLY. IMXM5X.IWMULSPE=._f3 U Q l / I / OVENIWEd I VE . \ HIIOM' 1.36X]SSX.6PLNLLSPEL8.... 14 Z &)WHEN ENDING YOUR BI2E IN MULLION TABLES, ALWAYS ROUND TO THE NEAT SIZE ON THE7MLE(S). ZXX3.N Wa4 MOLLfiPEC6--IS Z z � U M1NLL � FM 3%4%T6 WLLSPC{5... .. 18 � _n Zi Q SEe PE7NLE Muµ 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BIJN BY OTHERS, MUST 1S8X3 6 �^1e E J <B Z / BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 36'X3T68AYLIALSP9M...... 19 R a INWD � � eXEEn AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUIRED TO PREVENT 45' X 635 flan NULL SPECS......_. M i REACTIONS. MULWN&CLWONff.74810N5.._. Sf-v O Z pNM6PLES I nz..........._..___x n H' Z o 0 F[+IesiRnTp•I 8) REFERENCE TEST REPORTS: FTLfi443; ELCO U.TRACONIAGGRE-GATOR NOA•S LOAGIxG FJUNPIE&_.__.._a 03 m� r In ae�ulvme, 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED& TESTEDTO COMPLYWITH THE REQUIREMENTS OFWE FLORIDABUILOING Is W N SO morn CODE. AND ARE APPROVED FOR IMPACT AND NOWMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH NAMJF� PGTAPFROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U< LJ < 0 SO 10I MULLIONS ARE IN COMPLIANCE FOR USE IN WE HVHZ /9 ASETAILS XGnl2otrtu. HEFTS; QUANTITY OF EACH WITHINUAL MULLIONCOMPIES WITH T9 UNLINTED OF THIS NOHESPAN AND OPENING �+ II---- uLu BwEErs iJ WIDTFL'HEIGM OF EACHINDINOUAL MULLION COMPLIES WITH THE REQUIREMEM60F THIS NOA PRODUCT REVISED .Ira Pc comply B MtA tM MNEa NCgRRmN. Ba00ia9 COCu 17-0630.01 Leery INSTRUCTIONS, NI ADDITIONAL EXAMPLES OF MALL LONFlOUR11MDN5: 1) DETERMNETfiE DPe NPR SURE REQUIREMENT (URSIFT4 FOR THE OPENING USING THE ASCE•7 STANDARD. eaplrRUan Oaea 08/26@011 NVLL r^OPENINn WIYT4—I 1 xOq¢uULLLFN3M— 2)CHOOSEAMUWONTYPETHATWILLFRTHEDEPTHOFMIEFMESTRATIONPRODUCTSFRAWD TH. MYam m uct Cantml 3) REFERTO SHEET 25 TODETERMINE IFTHE WHO LOADING I5'PECTANGUTAR'ORRRIPNGULARRPAPEZOIOAL'. r XGP�Bin — 4) FIND THE CHOSEN MULN17NS MULLION CAPACITY(LBSM1T'O FROM TABLES IATHRGUGH I6A ON SHEETS E THROUGH 2O RESPECTIVELY. USING y THE MUWON TYPE, LENOTHANDOPENING WIDT/ORHEIDHF(DEPENDINGIFTHEMULLION UISPANNING VERTICPLLYOR HORIZONTALLY). THE FORH IGM LEN�U. .R HMULL— / r r �TM STEP MULLION CAPACITYILBS'FT'I OBTAINED 6HAL MEEF OR IXCEED THE DESIGN PRESSURE REOUIREINFNTfLBS1FT`I FOR THE OPENING OBTAINED IN L L I &)FROM THE SAME TABLE USED IN STEP 4) ABOVE, END THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED 91. THIS VALUE I - - REPRESENTS THE WINDLOAD TRANSFERREO TO THE SUBSTRATE BY THEANCHORS AND MUST BE MET TO ATTAIN THE FULL MUWON CAPACITY. SINGLEMULUON SINGLE MULLIONCHCAPACfTYlL8S1 ON ^PpxKQn*ICLL MOLL 6) FROM THEANORTABLE ON THE SAME SHEETAND USING YOUR ACTUALSUBSTRATE CONDITION I MULTIPLE 10�NY aPEUB4Owmill ANCMOfLSUBSTRATOMA OR•CI.IPPATTEMMAYAPPLY)SELSMMANCHORCUPPATTERNMDWMRTHATTHEMOUIR ANCHOR •�• LLGENSE; •:4-�� FORVFRTIW.WLL CAPACITY IS MET.' •,'fO -1sEEC0RR5SPONONGOETAILe MULTIPLE MULLIONS 7) IF THE MULLION CAPACITY (LSSIM OBTANED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (UBSIFT')FOR THE ]*;' No. 68705 '; �' `- FRGMROUREIAGGVE. OPENING, YOU MAY USETHE'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWERANCHOR CAPACITY REQUIRED. WITHTHIS CODES/STANDARMUSED VALUE A LOWERANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE •2011 FLORIDA OUILOWGCODE (FBC).801 EDITION 'iV „A1EOI r'•'•�� •2014 FLORIDA BUILDING CODE 09C), SIN EDITION 8) VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION .t� E!A` •ANSUAF&PANDS-2015FORWOODOONSTRUCTION CAP LI BSIFT'I OBTAINED FORTHEMUUUON SYSTEM.THELOWEROFTHETWO 61HMLLAWLYFORTHEENTIREMULLED FENESTRATION -ALUMINUM DESIGN MANUAL. ADM-2016 PRODUCTASSEMBLY, 01 -ANSI S100.12 A LOAN MIAL k,E. •MSC &8410 9) HIGHLIGHT OPTION USSOAND TABLE VALUES USED IN A SPECIFIC APPUCATION WHEN USINGTHIS NOATOAPPLY FORA PERMIT. FL P.E.058705 DETAILA: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) O1HwmE sTARDAPn r t tlf3ET la1LL a WPIMv 9E IIi5TAI1FO DY A , I Twsl.EmaD EXTERIOR FRONT VIEW MuuwR 319FOFOIRErs RIgIE LWAnau J{/ L.P6D'AWtiOR ALL MILYON9 SIDE VIEW DETAIL B: °R61iW MULLION ATTACHED TO IX eucRSTRP ^'P100. AN° ssEEU3nel s+e.ua WOOD BUCK AND MASONRY ARYMER% (STANDARD CLIP SHOWN) p�E1. 1. SHEET 1. C 4 ''I�.. n 1 1 mrnErewoAi �WTANCE u a 1.I SEEBEETABIE,I ' I ESSEg5TN10E Ib13B FOR WSOARY µOHOFS SIDE VIEW ° 4' a . EM AnE ST71- W z ' ae -IRE WVMATeE LL EXTERIOR � 1 sTAumev TIISAhl11W. EBce 0 - OR FOR WdCNRY dr x ID AIYIIOm P , ` TYP.µCX01 PER9IESIMIG 6EE TABIE916D0 B CN9DRP AND AlTAtl11ffiR eromeAs FMBEONFM am NOTE t.. .:• .... ,. SHEET I. MN1TR31COK.RERORCWI FRONTVIEW PRODUCT REVISED BolldplyyMy WIN Ne FIrMBe ing Copo NOA-No. 774630.07 DNp6oBOR Dab 0512612021 INSTALLATION NOTES: 1)ANCHOREMBEDMENTTOB EWWRW.SHALLBEBEYONOWALLORE NGCRSTUCCO. LI+11I rr 11 �S�pNN ,,..... 2) QUANTITY OFANCHORS AND MULLION SITE SHOWN ABOVEAREFOR PICTORIAL REPRESENTATION �: UCENS•G ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLYON THEAICUOR TO ANCHOR DISTANCE. THE P' CORRELTQUANTITYAND LOCATIONOFANCHORS MUST BEFOLIDWFD.REFERTOTHETABUE ONTHE FOLLOWING SHEETS. FOR DETAILS AD, OTHER THE STANDARD OR OFFSET CUP MAYBE USED. . 1 _ *: N. 58705 3) ANCHOR HEAD TYPE MAY BE PANHFAD. HE HEAD OR FLATHEAD. -V 4)WOODBUCHEAREOPTIONAL,SEEDETA1C,SHEET3. ��.C•'. A +�OR10P: 5) FOR MASONRYAPPUCATIONS W MIAMWAOECOUNTY, USECNLY MMI-DADS COUNTYAPPROVED �'OSA�NAL ELCO ULTRACON OR ELCO 114' B.S. AGGREGATOR MASONRY ANCHORS 1 lllllul.11� -- DETAIL E: ti 1xrHw MULLION TO MULLION DETAILC: INTERSECTION NOTES: u MULLION DIRECTLY ATTACHED TO Syyy.4,1 r L (UCLIP) MASONRY STRUCTURE 1)rMYBE INSTALLED N'TEe OR 'MOSS. (STANDARD CUP SHOWN) WTERSECTIONG t S YAxAs 2) HAY BE INSTALLED HORIZONTALLY �Y 1 (SHOWN) OR VERTICNIY. uTH FT1ff p"EPEU� TE, S) SEE UCLIP DRAWINGS, SHEET52123 e U SIANDRPD �6EETADLE410.1]4 so, P1� �• oFT4Erwuu / j, TOP VIEW FOR CORRESPONDING MULLION, e GLP W.YOF II/\\ I 1 DDGEp4xulcE uLLpN IZB 11:. TI1194CMC0 � I li ��. A�NOHWSCYAY VAi1F� u� � NII Ul EXTERRJOR uwvNHcaNDPEIEwoar FRONTVIEW � I Twval 'ArzDApu SIDEEVIEW INSTALLA�TPTION NONO 1) ANCHOR EMBEDMENT TO BASE MATERIALSHALLBESEYOND WALLORESBWG OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZESHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THEANCHOR CAPACOY IS BASED PARTLY ON THEANCHORTOANCHOR DISTANCE,THE CORRECT OUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED, REFENTO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS A.O. EITHERIHE STANDARD OROFFSETCUe MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAC, HEZHEAD OR FLATHEAD_ 4) WOOD BUCKS ARE OPT(ONAL. SEE DETAIL C, THIS SHEET, 5) FOR MASONRY APPLICATIONS IN MWMI-DARE COUNTY, USE ONLY MIAMFDADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1N' 8.5. AGGREGATOR MASONRYANCHORS. FaETdID 18NOFDFWiMMFL US. TOR JaErroEf. FRONTVIEW f� EXTERIOR mn Li V` SO, s�ff2T9xfaF- HOLELDGTW9 FRONT VIEW EDGE .TAAEE 6EE ipBLF9 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SH NOTES: 1) FOR 2X WOOO-BACKED STEEL STIRS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MLRLION TABLES, SHEETS 5�20, FOR CUANTITY OF SGTEEWS. SIDE VIEW PRODUCTREVISED -co-B CDYD_IN THA Fj.d1 HOA-Ho. 17-0030.01 * .. N. Sam s DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) C2 EXTERIOR SWDUAU". SHFS182.03 FOH WSTI T" TOSPKIFlOWUBDIMIF9. rl Y SIDE VIEW eHOWN WITH 1'%".1]G' N.NLIDN HNLoNUF DFRFUD MfOVR`CO. eTFEL KUMCW O0.NADWR� mm NOTES FOR WSTALLATION OPTIONS F. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.2VX 2.1V X.125 MILLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 2123 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O TOP VIEW DETAILH: BAY MULLION INSTALLATION (ANGLE CLIP) �- WO WOOD. 8TEE4 oWM ORNA .y PMBRIDR \EXTERIOR E0T'E OP OD,UCO.ORANS 0� r f NOTES FOR INSTALLATION OPINION OBH D O 1) USE 2ANGLE CLIPS PER MU WON END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 18-148 FOR ANCHOR QUANTITIES AND SHEETS 21-M FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES ISO OR 10 FOR ANCHOR GUMNTITIES AND SHEET 22 FOR HOLE LOCATIONS. PRODUCT REVISED q��..1u ue IRDHda DBI'iaDIDB NOA-No. 17-0630.07 i. ExpI.,I0D DOW 526/2031 M uroPTeFCe—In T I i No. 58705 r FAO ATE WT•.%�lu�: �"l,01VAL LNG'% P. L{'NNIMIEL, P.E. 8 FL P.E.N 65706 IABLt 1H — MDNm ce T.bl. eem . OmI LMd1hGN1.eN e*gMMY11Wm193o1a)or OpeRbBHetght(II mAtAO 1mb MA. tmhF xpF OeF AF bF mF ab lob Fx]mWhr L^6y ll MOW Im6t0 ItNQN` IMnp )1R�Tbq IcmLp Ibab�Wlpl La6i9 TrtP'xNS. IaadV MeelKll+ ICYV tIryMW troLia NN+9rR1 Im6np ➢VmlaR 4a4ie IFNa00aMimyV leAfu9IUOtlM )pFmWtf�rM ]uL9 ImdM 11LMMQ +°ATY TMIft 1®Bpl IXZX.lt! bump yygg $� yg� g gp $g Igaa I $�� �Rgg gg�Tt]T11 88 1� R y1 �L s� ab m.1 IN lad aII Wx ae INA as al Am Im.e In No W0 IMe av 9z1 ae INA aD NB 401114.01m. ab em Ida 319 INA 310 ss0 eR IIK9 va uF aA av eve zm Rl ]lz Taa m Ole an m.e N9 Ne an exx ae a.a mx .1.3 zu n.e av eW RM afa an MAY zu al.a xw mndb mA al me xN MA aI "A )a ad al n1) ae av at al ax ane x91 Wl Ra 31.0 201 In] IN MA a1 a>av lna zu A.0 at eax a9 9A xn a.9 w) a.e mz a7.e m u.e Ia ae a) aA Im ax xT al Iw AA xn NA Im aA RIr ant in a.I Im HA m and lm 5 mF ue Rm b.9 1A u0 m0 Al +m VA m0 ate Im VA )m a9 fm zi.a m0 n.l Im 112 Rm 9lv Wm 10.0 zoo 250 1m mb al In vla IN VA 1n aaa 1N xv) Ill ae w9 'Sa in xu Ne ml fw a.e 1d 16.e Ill 121.7110 a d6F ae Im MA la a0 1m aW +z9 20A Im at 1]e a0 IN zv0 n1 nF .2 139 as +m Im IE U0 111' 1n9 fm t?A lie Ab Inl tm 19.1 Im 16) Re lei 101 ab I7.9 Ila I Ila I IN TABLE 1 B AncharG Tdeb 6WpfA 11R WnW v9t Cdn Ww WV Fget [ER ebbs �V IN'R 6A E'w VINI M MOflM An 6M LIf FYOIabN� IN•FAO Wmm S'IPEkp Npam UP ERo UGeom :be A b A. A®RW,v dn. TOB sR..Ia) I.M aubmel Anchor Clp PaAema' f4.Nt R1? 11/9' 1' R-In' T tl? Y LIT T EmYII. 1NP f.W LW' ISV' T 4W IdN• 1-0N' LIIP 1-IN' IA/f T 13R' 1.M Na RMeIm Bl.a' OyII'. ]pOtla ]m IM ImW ea 1 RWb a0 n+ ]w ba N01pv a1 m mIIW d9b N10x N]IEa Y00a .O.C.I6bMmtlwNad lMtIm WLISNh O.t I6YMY01prCbpU ctlp ffn� Rl. INN To A WA WA WA ]mb WA WA WA NM WA wRb Mt. 1120. APrclva®YNn OC./(llb9Apb GNl wp. ]Y 1W Pa lmb tlOeA I]mb ICAb w01N bU. b WA Imb )ab Nb 1pl IPIDIIm Wb five Pa IIm Pa ]AItivR00.KWOC.IYCY WA WA WA WA A IW WA WA IW XM WA WA WP Rf]W NNIIFYI",IR 1 NnfYl Fifp6h.9x nI tm0a INb a]W .11da ]nna ta]b N0M INb 110b tFIIY Sll IM en0a 1106a atb 1m 01 2AR1 WA WA WA WA ILIb WA WA WA WP WA .LIb H2Na IiIDPa I NOTE Fun Ine Urr5u a 11, oae Inmrvncwn.nun rn, w. FIGURE I: FIOURE2: . 1111 • FIGURE 3: ANGLE CLIP MUST BE USED INPAIRS. FIGURER: FIGURES: FIGURES: TABLE NOTES t) SEE SHEET 1 FOR WSTRIICTIONS ON USING THETABLHEET ES AND S25 FOR INFORM)aDIXe ON LOADING. SEE SHEET92<FOR GENERAL INSTALLATION METHODS, 2) LINM INTERPOLATION DETNEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 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 21-23 FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. f) SUBSTRATES, CONCRETE SHALL CONFORM TO ACI SIM SPECIFICATIONS. HOLLOW AND GROUT-11I CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CBE. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WrTH AN SG OF 0.55, ALUMINUM SHALL BE SS&TS AND BE A MINIMUM 01 THICK STEEL STUDS TO BE MINIMUM GRADE 33AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.12V THICK AND MG. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL A10 A P12 ANCHORS INTO WOOD MAY BE STEEL 16S S.S. OR AID S.S. MN. NoA-No. 17-0630.01 EAPir.tl.e oat. 0512612021 By MIAm / RelUd nne * i No. 58706 * _ A LIT FL aysnufn aa' v 'l-33HS SIHI S3ONVHD ON Cba.-e90 w.- v DISMOs(�a f o" � S rosl-sr 0roJ o . o uiA3z/99 IXSMosoa r G[!K V iSW H 'vntl -i- %90oTafJ �Q �V af00E9 WN V!N m o 'u .wvs 'on .wa aans Ow 'i ° SO3dS llflW:SIE'XZXI v ° = SNOIII(1W 39N1 Wf1NIWflltl 17JV1SIS3a-lOtldWl t13na353tl Sll1A)M TIa 'ONIS31a1511ONILDd LAOZOLValaAd0'J � me e °qA g W��3G �orSw rc U zd3NY .�. 0 o, 0, n w •i. o3wm � Elog�s�amow 'j o. WW3 9as:g U �� �ZG OC'lCpp C FU ZUOU-U V 61 a W<.Ji<OU 1��-RR�aaRs�$ $ q IWvvma fi� a+m m�mm 3 0 F a p a. Ysgg LP�9� � � •i Al � i3 n � J Fi � Ai a 'e it �p LyvkJ WV% /,pp.¢j yyary n ®a $ $ a' k R9 pill - •r+b �w a 9 S tl � R tS = yob 3§$$kkRa1s LRW]�O�if 8 0 6 t % A R R a a `3q Ln 5 P m, /Y>mOVPN n R R e a A_ n s c a .. s¢ §§$$ AIR InR0 � c g ,'tiv°jhea�,,,,,,�a$kHk-akags eyye 9§$$5kR§R$ IW wW+y n n ^n ffi 9 6 9 C F RIit a �e ow9a gd$$kkRaRss /v oww+w °J 1 a� R P S 8 J n � animum � + $ M MIN N2SIM aaaaaa �t.�p�aa<aa LL} FIR 2 gYYYYry =zas�e< i e s g3aaa<es; "3 MoS 3� <�$ S�nl'33e. a a 333` a a` e 9 dR3�3S 3. �{ tl N S i+�saa�ga'i w T •aaa<ae -dR5�3ffiS 3fi,v un ns�� F �-F a s mfiS 6 g d 6 =gg�§ w .#........a3.4ti'", 2.y WW pay �y J I� ssaufn 10.na ---mod SIN1S3E)NV PJONLL/6L/90 IXSMOS(u'r W91. GW c o c E `�s�sl�l*11II��AAi W V51 O= a.a ill/6ZIB0 IXSMOS021 f� Lf0E S03dSllOWSLE'XSLZXZCS011f tl/N tl/N V. °rcW' �o W 3S1 fNINNtl1SIS3flOtldWl �sw�'��� Ia'c+d e q C 0. 03SL353tl g1HOro 4tl 'ONI'S3ro1S0ONIlJd L40Z0L191nAd00 t om rc'aw��ix� O U as LL�m��F L m Z 2 S z pQO Cy W_ Qp$dp$.F V �?ROz�IGO x N .. Z pt �GS LmRu zl �O 5��°pm3LL°3� m�au�z�00 x FQ2�2ZgQg040 Z Z gA .3ao�if6H H- rE Howl �x Qy Z 2 NQV� z OLL Q pp sOa Wm Jn{�ai uOI Z y- N 'J Wp2��p iu 3 �� �OoO 12�Om w zd rc -z amyw m m ay Bg K7yr FjZ��pW ~2 Q 2 �� QO�j6ru f0 f s w¢==ow999a �0 Owe zg zLL 3vu0fos- 0 2SSJm�zz ryp as O�Z � dLLQ SjZJ [)� WWW U ]W t6 KW ZFp 2 WUW ry 0 0 OK� wjzoQ_ pz g �� 0. 5:, q2m 3q E o¢w �o�Raay1 F wy FL_ zmx Sw�S OF ¢ O xw q ';O m wm i �f°¢ OVOYrS f y✓Wi N FOO m0 r F Fixti vV>u • Q • < • p • • n 52 a o m • I' W f V 6 U • � j o o 0 fR O C W • • i LL • LL LL � �� ANW' glmtl $ �� APy'JWNtl �^ 33 a 33 d A.�O�=a�9YR#A�R9 YS AWyV � 9 A � n � : ® � 3 F S $ 8� NmenJeWN � 6 6 S $ 'J F $ Ail p 1L y amww�u a e � B A R M1 a � : $. � itl` 8 Ism w4�n P fi AIi�m1Try g A� S� m� � X n S ^ e o'fill S g9 hW�m 9 9 t 0 5 €b Al�J+�pW p �n � S• €9 AysdUborn R£ R¢ 6 5 �$ � lwwa+n5a�"s?�ang3n�• AW+tr'JWmtl ryv nn 1 0 e F s E 8 & I A - A�rUmyw J5x �F twowwd �� B�& a s 3 .� _ 8 a SgaqS,g (aroomn .�,aW'A ? 3 3 g 3 3 m 3 3 3 "a �& 4� Aw.a� R n� m e 5 8 d B •.� � W R_ aF AlpebJugary Q a ^t m ��z WOnn ema F w I' yQ x x Ra98� aaaa y<�je9e as a§ ��I!x�y3aza3 a Z3� a33a<== g a�Xh a3ma3&3 bL A�g�? a� m3 9 tXb _gs ^?_a3g3g3 c•e a H Y 'yS a333g3 �•a aka a§fag?_s� 6a_ u ^ �§ii�3S13 5 e ¢ fi N•$aSsaa'a 8 x S a "�"s rreaaaaaa= Aamsa?yaw` m • �yg8m3gg BSA a a r S S$ &wngaa BgAE �S E o`0O d P �g0 5i r i o 'g Ni o ub I' f� xy ae0 :n9 NP+0 s I.6 w\a O w 8 mis Mf00EB tl/N sos tl/N OLL N N£ o H SO3dS llfIW OSS'X SL'ZXL� q h o SNOMMY 3S01 WfWlWrlltllM/1SIS3L-lOtldWl a f ti o° mnes3saa swpmlry rom�nusrmre � u�oLomwm � mo O E_z 0.=� E I ames 5 0 ° HH!HlgaFm na`n-M e � y fl� P�N � I �O OOF6W�W C OZS-QKWFT ZSG $g .ac�mww s Eli 2 $ n § `s "a w 5a ® wmw.ma§_Rego§§E3§ $ g yaepo g S A m N R 1 6 SIN R e 4Wea+-fur A 89 :. RIRIE O � a s� ucao m�mm k R Q�_ S R 6: V W!F g (W1 wYYM 8 $ 1 5ss§ �Rw�nr>uv ;9_gq9s9�qR � gig 8 § I+u7v.s�tl 4pmJ' +ef V `�? Bpi! ! ? 0 8�gr�W�cv�2�� Rk�� 4R 9 Hag acemo�m�n2�tl�`g `a� 9��Ra=� aF.eovwc," e a ffi $ 9. a 2 Y A @ MN�nwa � L u $ = s E a _C. I a i A m R @ �41ueYM R � R 5{ z xw°0"w1 93k1im'ac3^a§naR a a_ £ i � 2 a s a a9 ; 19 rgsm�aHo,. 8 ^ ta+•mo Wann .. y C �����ase�gaasaaa Q(➢ae'J w1n1 ���w.ab���1�11��e�seaayaaa � glwlOnPJ f y Zea$a _H as LL� j a PEI mY_a a a �3^33 Y =�4383�i E a -�S333C3 -aaa<aaL h�8883 a �� I= m _ e3a3�3s H a 5 H$'3a383: j $323• r•aaa as 5 a�RR$�fi# _$H aa$3HH B §€ot:neso. da �Eg $a°�flZS� HWgg'2aia b 'eA'E�Y 22 U St#� sFY# opV 3 �YOY "'w Eyy � !Y vTSz o d f 3o p3 zp z H e ZN y�CJuO t� Ti UU pVl��<y 3 a H WNP g 1 S 2 M 3 7 oo g04 y_27 a N H n obg q<gg*ooI �0 o1 w00 5 '3s � zoo ouo�oo p� 1�i 3 R p mpzz 9N '" y2a iapzd3�� ��' W 2: < < =W m pF p � Md'a 2l9 Y Oaf UZp pFOR OLL p E vi pUW uR I� ry � Cp+T 103o VIZ iK OXT r yNy .av W w i wi$� �'zujjO~W t • i 2 � 3 N • a 'a 'o • � w _ w L � U u W Z _ - d vcz¢ruury ab urj°v 133H5 SIH1 S30NtlH0 ON LL/6190 IXSMOS%.r m N Ll/6o IXSMOSOaf o s p� o e a as w z P s arooss tlrN _ viN >� S03dS llI1W S' 5LL'EXL �>z w o 2 L, � 'ZW�� �waa.°� nl\ a �,w wg•w SNOIIIOW 3901 Wf1NIW(1lV 1Ntl1S153a-lOtldWl� uri a o Y:j c o: 2aa a3naas3e suenarn�w's3irum°Hi �a L40Z®IHORAIAO �LL�e 3 \;y z S <?OSMU2 F W VV ZO FZLLFZ2FQ�GOE O �6W2 BOLL �,��-'• ijg z 3 805 �+3 ~ ! f3�aw�'� S x� ap pQ Zp %o U VO�•OO�yy W�WM_IWT<p� N 1 2'ZSM1¢CFT `�5� ��—•i xV OOVjJ2 `�jUVU a�3HMFFu�-i¢a - zd 's � °la'�' 3 ...r 3 p MYw KY }OV GZ O x fU ZCV aFV-O <O Z 9693Z6-a6 pFZ w $L `3 c3 <o5s32'a � Rq t5 �m 3 oio ��s2 •o N O VOQ Tri O, Z jY2 V Z >Qj > z� "000a55 OQ � 3�.C' �VVjSd2 gLLaM—s�$ F wF8sm�Q 6 zzm wry LL° E tea. 3W� N k3l M w z mw ¢a oo" m uyJN'u W 7w� ?p�'O VFS F �M ry 2LL • • d K 3 u LL • B LL w j f 7 3 o h � w G O rt � w uay LL i 0e`s���'c?6§ds�xyya�e� 6 9§� b� �a R S o C R R �, � mew= aR3am ° eg 8 a M pp =� tmo nmm=u w� a s a g Y P@ 8 awmmma M•�iawV = e a § � 3 � � F � S � 'mod .� F fi 2 kn�a+w /m�O N49 s �$ wewrcm�aasxa1Sfl3e9SRJR NPebJ aP+W n ';cl ge.m°mµp 9 R `9 5dG A �awi 3 8l RR e 9E Ery S-�g 9 9R I@W' �m1Y� p ?�aa =�aS���4an38n�w kFme'b mQn11 _ R _ 6 � s w $ � 4iHbo�umw = V zQ �gC1 m s §aaaan- ��a E� baaa<an b� �m�n ba3�3�3 b a_ G w LE<n�ag m�`Ly `a iyz^�z aao H H 6 yy1889<aa� a 5 d��.��398� o ��W tl $i�383�3� tltltltl e }} �3�3 p � s nLHHB<88� 8838a mQ SSS<SSrc a ��p�y°w �`�2"ew b 4py qag_ b E Jo C'-cJws p g a�' N m e m`t< 03flL3 aLOlx lid'OM all a-a0A aaa5� L L�w�rm���A@fee `aa"z a � k bww F a C C a a - C A alp g, •wn591e@a 9a6$ea s 3 k�eaacNw 4 E R: W� a i k m eN a C �$41saC9�aa�B8F�3aa�aAk3 s �m^•a •m•1 R R w k a a- a a® a x R a La @ .Wo a�P��xwn 89 "a "amS55n 99� k=�i�n �ekgR=gs"a�^a `u^dR 6 la wvx - a`saa? $-aa"a cgkl�a.°,"m"w+'x5E5a 5 q r@ � .ua.ew�o•v 2 E S F� S s a a e@^, a s R m a ,•P cmw+e•,agasaala85agaRJR k].s]nwv "a a F a "q 6 s Rvfan °; 6 i E 9 8 a K a W Qa$=aiIRa $ - ka a la..••an •mnW ann F I as a R o e g a Eli 5 T F sy awbro aIa31a 2aAa&55 a a a e W bi „ 5ea2a?0aaa85aaSa keens w�mv �� W a R 2 ^ e _ a 5 �• E S 9 s s H La Ss aS � E S W K L S R a S s e? L L a s a R K wr gVFW �:g^aa���aR A$�aR�aDaaEEEE 3@ *D��yMa?3 LLaaaaB< ag3 �9e.y :���xaaa�3xa aaaaa,aa y33 E^ °dtiF33�n3 s R az=ss�;3 `s a��3F339W3�3 '3 YYYY - � q _99�39�3^3 s g SSW A3T: a an29apll H § Mgat Y�33�a333� T n.l �A 90�a�3�3. � $ a3a5;�a3a�' s a i ° N S�aaEaa<aEi A-� RJRR3a8 rTl - 9e10�=39a, gieMWII Wd99 �� ea��s 000ea n aa�9xe 3 MW LanRN � D 3wg ;-1�;, a e 4 g3msavadaaRx�ss 3 S 4 4 3 3 4 4 4 T T Y S 3 4 e��� Y 3 p a g w� 8 m� e e e v o arc£"c£eea�a�mx"a&"s [g 5g� 4 sea � C� L£� G _ � lvwaGiMY 5ar A� � T ¢ p g y y o Ails f{etlry O � Su S £ ' E o� S��� x e m Atlu eeiamT •.yeas P•1 d� m e m b 0 6 p Y � mje e o m g e 0 yy�� o vwimoc..ry a »SS&e£&sl�S�m�faeR° mil a@ .m'. ��� r � P K e � v Y am§ F H � p a 5 d � 6�� b b�=eYoe9c�e cp oez ��/ H a: o 0 o g o GA�m g s"a:mimEoR"� e� € �{C "dm e e �4 �v b� e6�Sm S S� 9✓ Y Qee���R.na�" 9 G g s g =� w m O sa � rm •m P u�Ht >�[�® o m .. • Sp. HB9�y v cwp- N w 00[ 3 • y�YtlCi N ��§'s wgwgRac m • •� mCCa93§c31� 9 • sr �¢¢+rx LLs. 0 ¢@Dm�0�8% 9 • n > i � • m �gga3�8gm1.T 6 p. m P <gegKg- %e= �p o • � � f s?w3 y y • • v si y 2 Sq A> m2ev 2"D mYf>mwf>�GY 9 y Zino � m yy y 2,yY[[------? s ym�m9pm x-�°Z m mom.. o`iio hoc P8 q° ggsg�ggF=_ : O�-mi—O[Iz m s xP '['• m �O�! m o.g 0-p m rmi s�>Ssgosi"' my p om6,.'[['R MmrRI xp yCp A_ N O D.NO � y� w f'^O m..� crz z m �EFgFggF=Y �9 p y�RFmo mp m 0-I y �Jyy.� wm ov < g >> A 9�9 ME ' o�i ip N =_o��k pprn ozo 5 £ff§g£�£m�P3 Fibs � 9 Y[ [[[[R •�fl mf c y 3 eg S�z G o o2y gg F S� ¢ m� z m m m no `na'Q�.- I$ g �Qcn= x o ix _gp= aEga F x K` '.l o Qz coo gy �-tP�mm6m�o55g ?am6.op$o y msc'a�maPymoi! u -O ROP��`L c: b II <mySmgs i 1 d��Obd I....I ..........'4.jj,i� 3 80 COPYRIGHT O ]➢tT PGIINGU4TRIES,MG ALL RIGHTS RESER4ED y A o G 2 3y IMPACT -RESISTANT ALUMINUM TUBE MULLIONS m".= u e S� 1 X 4 X.375 MULL SPECS i3 q aw Svbe 49e Stet ?G1.J��: In w0m N1A _N/A 6300JR 1142 jR ;^/ "\"��� N O �O (B,/ mY Pev. rmltP lbYICR Jri l�`�� J ROSOWSKI 1 06/29111 C ryrp �w-raoo �rnn ml��� • JR6SOWSKI a6H9/17NOCHANGES THIS SHEET, n asn.. GP wrxssse °ez°°°wnrao'auJov '133NS SIHL S30NtlH�ON ilyd i/9Da,a INSMOS(ZUw °0°'°ro/ O t l/6Z/9D INSMOS02$ f 1vmaLtinvava°Ha1iIf e 00E9 tl.ai.a tl/N u � 5 03dS llfWS9Z'x9a'£XSZ't loot SNOT nvu auniw WIWnw Ntl1S1S321"lOtldWl �; 8 f o g O3/.a353tl S1H`Jm IN '�Nl'S31a15nMlllOd [tOZ m 1NOIaAdW j and o u9 e 6'o m➢°z vi 11 a txl°»a - �w e" e s' x _ p F � Ww➢�aann �� Q� e o o�� e A kxmJ.➢�nrvr q a @ q '� � .qS � R i J k�un�➢w ���¢ s j a a$ 0 9 q �9J s R A e 1 kw,no �n R p ry q � d R -�3� �3�s'RaR:Bt'aE:E � loci wm;w _ E y c+N°vw➢a k>ca %.tl `a E m E? a 8 m' E E E E g-a IMF wmwvmaSa Me•]aV'+N _Ex-g expmo�.� 0 a �� sicg NO rva o E 8 S F kmmo nw,e � S 0 R all § x S 31 3 1 9 R ggga ag Iw�➢➢,aEaaExo"s:RRe��d& kamrtf➢PH = _ e @ k>kn➢GPM 55 � eeWww:$ 6R�RooE3�9sHI H a s m n m 6 s e R S. e. A a k J➢,wv .9R �g�gg k si�➢�mn R F€ R C R e A 5 m S 9 R � F kaaeJ� ���ge_zRx"a_�a�"a aqa�� A �➢w„EA Raa5ERR"3EEER '� ry � ,OHabiBnM � o ooi5 o zw'l¢L ¢ TS ¢wflp s 9 u a f i:wrcwW��o 1 $o$ood2oioH t 00 �¢jtP�2UE x Hwwrc) �` . u s P�agg8HH8gH HI3g0 H"rA -.e3 a f. ��gaS e�'s"sEyea Hse<88 �g8"" g 3ggA3 4j< tlBggH<H{H< pS 'ate A��383A3 m a s s" = W s3$3E3 a < a �2Ri�{i�z s SjagB{g a� e i 92 y �0e38313'. "LB g g 6 9 a.HHg<Hg'. „'�88838A `�aas ass as F sa Sy NF 2 3 LFF p➢ �ttkCCC h � E. MAW pp %3bA��S BpE� b Oeaii a �ya9 45 _S bHay j ➢ i 3 <E3 w 3 3 • • • • C • A A m m c m N • • • • • ZTDD 2 j ccm • N ��m y '. zym yg my�+SvS oC� $o$z3 In OaT 4jp z'yE p2 O >z yxoFa z�-'z c yw; Sp m0 �DDC; am�I��TSpm v41� S m3 O OA °1mm .S5 PP mmP m c T� OpAz S�o jLm i. Zo pz aiy c .m-1a m<�Rfia Nlxii� > cOF$ m y O P ommNo cmv-o y z� m Pv �➢�m y spa op " Im o�N ~p m O ➢O p O>00>Z OO -4 9 O00 in XCTOQp u�zN�y8m m vpm;S� rm �m 7 z xg cF Fv sinm i3 3BY ;b �Yjmmi o�y � S gFp yym F ro ggc�varci. - t iaaFazca� x oonooia�gx x n �A$ 7g iFi�mpS �A� p (ya i D Mgo e f 5m➢vFcAmli �9 zoci.zD N.01 I _ �Cu. °i�30j �$ A X'e p m o Oiogm-� 6npx m'1a�"cxoso A c � pZ t yd ' A COP GN l M7 GGTINGUSMESJNC, P RIGHISRESE mZ2'aa IMPACT -RESISTANT ALUMINUM TUBE MULLIONS `� $ 0 MULL SPECS �� 1A 313 IFKIT � m r H ay.= ,°, N m m y ,Z ••- =yam I^ N ° m WA N(A 6300JR 13 2 NIA \vv fevwax y _O Pe.n B:. Mu G 4fM vft Res HLL`CE RNS)5 - 'iti '•���`� u � ° J ROSOWSKI 08129117 C J RGSOWSKI 06/191�7ND CHANGES THIS SHEEP. nceRr. orw\R°mae a` �R �eSo c i e�9n i w hp�L e�9=gg;gmg ,'.9:�tlwwv 6 c �6z88�p Y Y'YYS+ v m �8 8��'�. s }} �Kz£�ooy Y y 7 � @ aoa £ _g 9 a 4 C>CaY •'% s G� Y e•sssg @yLy§YySuB xciLge2e 3£ 2e 658anLmam a '-) S 5 S 9 S S S e w D _ 5_ G�- � 6� � B� !ml 6 � 9=pC� a sa veme§eb � �K �� G� �Y mwmma g ' o 0 0 � murti�f g'3� -gss:sa_ -a£c_�mw.33E v03p 9 %i�s8aL6o£d?9'Sa� �r eam �c'c-3's s NA�f �f S S L'6s_ 6�: e RY�iRa) 8 0 w L O t 9 r= b& gi g wmm�r 4fc� 6� � u e - rwvvz°v 8aR a = mmmma) �eSFSP=wc..�xf e e a'zflr 3 s ^LBEoEGEEG u v u i g b s s "e s E: B -i T m m m C m 1n • • m 0 A N • y C9p • yi 'enygmo" zm 0Y`i C m c zzeP om soiNm:m fm gN=ga y 3 P 000;mm fn m m_ yFR rD y�c3P�^�z0 TOw ~ I.1 mapmo -'a0 Ox-m13Km4 O I°02 A �Fco FYm-,m, c�io� Y� Oppl� 0�2 CAW -1 saco�z� AFm m nor i �"n Roin moo z ai m jwx$�z ozz c zz m�r-ii smna f,> w 2694 A -a�gS 5i C'nm m mOmzO c�y0 yz m R1m� tDl m00 try MA4vAn ON > ym goo 869 z zm y N A m o� $om ng S;A y�D�pA Ox TTTm zNa>n m�C'1 mmm u o>x��y3z Ho i a z H?p OZO 0 Gon=$p ���f� om4 m.0- nag o gF o mzm sr o �mr m z On n m I� any ?o��$�y n 3�u Szry !9 11ODrD 209° x �poz�z>nN x s c NAP. Y >1—'�oxypp 0 £50zA� yVxpoP mm ,I p �06yyoon�$iSQ mp IIIC3m*cA Y N �oN y oog�z�om g Szy c o �cnBm Azg x a �A I m�o{R3?ozo A 250 <X `"Oaa iJ*lllr2� 3.mv �° o Ek O Z�O:�y�j COPYWGHT6201) PGi INDUSiRiEG.INC. HLL WGXIS REHERVED 9 m o • = 2 \m ° £ A IMPACT -RESISTANT ALUMINUM TUBE MULLIONS '1.2SX 3.2S X.624 MULL SPECS c p.F'•' ` & a:2 � .%.y" ° m m err sue.. o 90 sam: ua,.wPRR 14.25 4 N/A N/A 6300JR 14a2 JmB rm°rPwr wsE �' 1,Fp.......`y� . `\ u Q O O J° a• J ROSOWSKI D GedeYBY Cerc Rev. M HM'E i1 N3r.1 08/29/'I'I C I�11111F ),,,,``` Y Ra'. hiC J RCSOWSKI 06/1o/1? NO CHANGES THIS SHEET. R CEe .Orwmlm y Fi ®a®® Im � 6 a Ssi °opn� 'a i� Na� na9u4'S � R S RZ886'[e ° ®gS66�q 9 L A ro b^$FSBl44N 8 H ; �e H 6sgNa 90 igSgSn' °+ a E g YS w�DH9N F+;g;sDeNe yS I F YSa8F S'v �W D� SD�sa 9� F �F pI>_�Ny�as er Q�� YYF�Exr �o __'a `a6 EA9 S�FG'cup -a $'A.Fzz RN Ew aDS�6w ��w1 61uYbn Lenptll 2 w n mp ` Wm . s e a LuatJ � e Mamrnwar e e� S� e _ MmwtapsaY . � _ _ v e _ _ s e ''e 'e wm°e.waY l6aMpJ g y q 3 tl C } p � � e � o � 1M. wfin AWa1 add'' 9 $ $ m � s Mab L.NaY MKme MI e m a '> E_ � e z 'z m wYn�wa� d �LNGr S9 �? a P.eka atil �� � e�� mR e NUSSLwa1 q MNxLyaY m o m o I-$ •�• 6 Y 3 .-�. n r li .". u Beed2tl P.1 tl$ 2 e eC y'b P.Wrm ma) --_ G G 3� w6i La>say 3 v a _ o f PZPvee@wl g 'wp# 0 0� =>%E-ea w°a coral e i _ _ o m R>.R'1 .� Y� �vrt �t�a1 4g � s� - a y NUPm CryaN1 y .$� d m 8 P m �. MaheLewm"Y G�� g P S _ o R.Wha (oral ' E§ ice. 9 p f p� A M w- n -J E q MMcyaay Pe°iN Ala) - _ b o e u n 0 p o� 0 o w@m Lyaay marry 8 A � m e t a(b� e E= RyXN fLa.S'1 R� FYsma$ -e e,a wYncwar s e Pev°ry s� $ E��r ° OHTp® m igSa °ngOnv ®x 9 3 s-aRa@ ndQB���E •' p f4B�08°'p Qg $@@•^I g p x S €@>@>HSN $ �>g>@ R e _ H$>@Q@15 S r 5 F >`�SE ory Q H H1M Ee F >$>H>$t�gRRR YIFSF�CV /R °g1 s��sFQ >$ >�H @>@4N Ra@ razes �� Qg>HHH'S��a Q@H@$ •12�u NWlanlenpm a - e�4 w D Iv K �nYa FbpS a Sao Wm•cwaY a � q x MtlaC4.d/ `eve a =syb� n eva ��cmar G _� mad2e3S'g3d W•acwmv eYEgs ec=:E-ReRm.r e Md Cpay RR Sy a c MI ° s �g Y S S Y S S 6 a S Y S a e S=� m Mdmcwdy hpa P.l L 's• b o x x e � s S MWC9udY WPea � L L _ C Ceve6S na -• eem.A9 WMCpeal � S e$ a Y S e C 8 m Y� a e L. ' e 'e P 0 Y MdwCmaY R.Caa Ml � s y a WeL•cmar m Mae.cmar �� a o?aa3xYaE§:�CeeER.Qam pa Y s� (y 6 b' `w u a F w u x W C •� 6 'J b L n u� Y b b Y e b b 2 WDboCNxU o p.� �� y e• S S Ga GG Mtiv Cwd> .• c - e Pe e x x n o OY.if $� €�xRe �5yfiY9=. �Pta R`�eln B �53do��3e� �cmar $� 4 A a tl S R c N Y S S wrma W.I e -= e Y �cwm 8 g u' '.•�. � ` x e 5 Q k y -'O' e y yy e Y e Q� Y Y .. � R.9me Po•) 4 L b L 1+ Y E b r e L m e»' Pa 6 e a a e e a Wa4cR•aY o MFN 5 q oy3 Q y?=S eos�"'e Se Pc?a4 wxa�m.la/ ' e o u s,� � C: e: e � pE Cgam1 && $ a^�$y EE?�Ie=cY�o��3egwa;eeS.i>' C tie � J� e e��� e ea �� r aEE?'Y9C:'n$$"s Eq R.µwE Ml„ pv q WRmCmaY a mw'1 p �yyG pop � X 24 ; y •,i p V Mx � � v � �C4tlY p ,v', ,'v S5 �€ _ R,�`w�.i' m 0 A • u • • c • C • • M • • • zmvac p Cy Vp • Pm3iR !/Oy p y �Pe L•gl$ql,�macm 3m; iy a i �99�uA�yy11Sy 2Ni �° yR � U =�a Smj y-1 M x0 m• 9 �;IR�qa 1��R1 o.(np.� {yf; mo py�Zy n2 z! E o =A £�pc���z z BF�oepp 0H. *� WA � O; P �oo oo Q �"z $ 55 �gR m�yn r.IyF,P wmm F rir •_ti6o~�~�RR9V p�-�RO p Nyo p 0Fm'S0 m(a f`n mpmp a ~ p o��a8� 6gp �r 'm0yr Nopap 3 3m 3Cr� pa PSI f CIpIPp DPN 2 A 1' 0 "�aFaz ay z o -p4o4z�^x ti y �yyyz�yzipFpAs�o�€g� 3=2Y;�AD�2ppQ3 b • yD NmpO rvS� mx ox iS �u�izrt—M Ayt j egog�3z :B 8m � OO Fri ;p z/;Iy oo Z p ' .gap111Pp(l p C mpm37 x C KA�STnA r° C 22 oz j `p q COPYRMWQ201'I PD WDUSTRIES•INC. A RIGNSRESERVEO 4IMPACT-RESISTANT ALUMINUM TUBE MULLIONS 125 X 3.94 X.624 MULL SPECS �Z'•.. N ° s� N/A NIA w 6300JR 15 a 2 /mn rtvonlocr cerr ry Ma' T' Pw' 'vr��RnIYY�p`� 'u � � JROSOWSKI �08/29Hi C _ JR6SOWSKI GW19H7NOCHANGES THIS SHEEP, n. eEler. ovram.navm 2 ti O m ° >r A c � m •c m A A �n m v m • _r N c v m • � m m C A• •C A • m A IAR 0 • • p cTD • T y D mAR • �C 4A mm m SAoy�c v • OF n= R. 9.aDz3 s= As1�3cm py C 2�°i. T N'�Cwy 200 A 2�n O Fpo v mg sa F� s €P a FSO O zm yN so z me p3 Yy �og om m GN x �yD O pF 3 w S TZpp mD r Z D O D p'm'Jo�n zy P ~ O NO ' � mb n IS �'•y a'm A�IS G g o _ glaR m A < OT AA v ro m pnym i z_ m a 3 m K Ir19 0 Im�l w °� m iw�y tiv S .'c» moyoF mcg It rNOFO a2) D O zm*S c F s R �O> �^ o ym8ocpi m p�3i0 6i _ril G m e mr�$ H z i mo v_ i 0 �zF m g �mFurn c2i a g�z �o m n pga $� m y co ga��ao D9m o i ix i N D pA 0(yy)Z y�y2�(J 2_ X A n JGIUZ mP mm Om A� FFaiAO 2S y Ini �g n xFa ccc o p S � amA ZA� 7pmwAcs g 0 Om > $$ �(n PRO e Bip "O3=t�io� °DS O gcDzm192-tiXZ2n i p $ mrO Fi�yyy3 9 8 0 3A Emg� ° �9 z S 0 O m o ':may OE'A COPYRIGHT N20fT PGT INOUSMES. INC. A RIGH SR SER m � j m S R. p m�I1 PACT -RESISTANT ALUMINUM TUBE MULLIONS o Sm G;wma 2 XQX.26 MULL SPECS N A Fro fes. sab: No. snw 'c^ : Gam' •VJ ;�� � ° °I w ° m N/A N!A 6300JR 16. 2 �• '� �i e o 3o er. me°r uv: R... 1pi°>mx rt°n J ROSOWSKI 08/29/11 rrrminn\\\\` • a wm: O ryn)wo-lm°' J R6SOWSKI 06/t9MZ OCHANGES THIS SHEET. acEnr.w nlms�asc g o DRH� C �8H"BR888'�� v I I�oF'�F V a� �x'aaa ; �{sspNSS'� e ;mom:@b e 3 I �a°os3nn° °n ap d0 30� T-111 �� '�EH�L_ 5 H 8f'SH.. i/8'''� a I3 HHaR�H^a s � E � a DDD�Ya �m 'aeaDHse"e 'a'a f fff6sff`{H�° z.6E�6•&E6F:x�P D'R DaIIHaHS9�s"e F�yy���y�NN as �en qoC egSaCRaggem �' 55aa88HRH`+ y� PoN��f;���i• HHS 6HHH8�8° 6fW LeeyN. e" can ' c u m r m i fi = i ffi ffi e�� ffi E g P� 5 0 S 4 T 9 S S S S 4 3 S 4 v N Y E�m 4 > a: e�voege en ve �uPYn k dP a m d n 9 c �& � d ij = � � � � 6 � � q.p•.e� B 9 e- e e' Numm mp3y o �^ S S R :P9ya mee° m e�e� o�NNar ce�y 6g m 3 6 d e e �4 � €'s a ."i � o m� o s s e s m� s� NMvgponEy R.gm•uR..) C$ a� S ffiI" M=nmcaern d 4 S c FW e e e�� e Kemr GV� I�IW s $� T g m C o MGVCvaI'Y u b a ' L m �4 e tl 8 0 u w � e e MbC®acd/ Re°e2e)m) m M°4C�cPy 3� � 's _ 3 a�� e A e e� e _ M� p�� 6 e p ttsvL.e�+)W a± L NW�CgRM A°+rn31 $ g5 s�� i3 m a m - - - McAVGprb �p L Pvn " u y$ A u �• ri Y* i K m 6 g L ffi u m e� xhv fNWdl'/ ReP/4v1 �) e e Y�� m N a e b ffi e �m o e� bud �eW feNR�1 6 : B e m Is � e Olt 0 0� 2�� NJCmuww aNmp `s -gy G E c 8$ Aw•°m 5 0 3 E= l�l e w e? e e N�Om QteOY gg a �..RgLelLbVomy it ��s v FegLmE M) TABLE 13A Maalan CE 0 TDbN Ib OpDNnp WIaN (TawRceSImpearMn eDF 1veFnPlr rnpinma llWlo )p10 onbm HDlpMlmr Win Re[irpSr NedmaePreParrlrgmUGom) 1Sam 50F Rrrripb bv0mBv11 PUpTON OON pWr TMI✓<^°no- mF Prlrpa0r iNdPlep. IW In II �3Fpa.2E IIOF 1mF wD D� 8 �d "a 3aoa� ggypy 3 9 p3p fag 9 $R�$ fi g$@ a" TI! $g 8$ 3 3 d ,,yy 3 i y�y 3 �� $ pp i$ gg 3� 260 $ 3 s8 am 1md aW tma us IR0 lu Ixia m +mn DM Imo sm 1m0 im 1m0 Me Imo Itle 11A0 mil 1m.0 ua Imo m+ na➢ lae E. nao m1 Im.O Ins Imo mt mD 1so nao m1 an Imo Im nn0 s1 Im.D l53 tm.D set DO.D em Ima am IR.O Ha Ina m1 1710 nn nno Sn Ina ta7 Iiaa ea 1m.0 nao la Imo 10n 1mD ea tmD 3ffi nao as •A.mIF IRO ]q IRO SA II0.0 Ntl nao ml 1100 IDtl IRa m1 G. 11W Ima n! n0A 1]a n o ]IT Imo INI IRO I'b +RO 70 n00 P2 ImA mm IRO lm I]0.0 H91 1R0 na NN 1R0 N/ Im0 a13 Ina WS 1m.0 Om OPO Ilia 17ca 1% 'MA HIS 1R0 em IRO IIL I1a0 a]l IRO I6% IRD 6a 1m0 1¢n L_ MI 1md iGl IRO IM IlaO 3SW 1M0 a!1 WF 71.0 k3 1m0 ml Im.O IW In.0 R} 1m.0 120 IRO a2 11P0 1417 1R0 ell 1710 ISM 1100 WD IAA Inl Imo ImJ 11D0 314 110.0 tml 1m0 LID IRO 1[Q IRO W]l 1710 If01 mN 110d PA IRO 115 I100 1118 Im.O OYI Im➢ LW IRO im 1m.0 Iim IRO 101a Ilad an Ii0.0 IBM IRO Im¢ IRa 11T! IRO II]1 110A 11W 1mO 3[9 IRO Itll 1iQ0 bM na0 tln mF 1IA0 nil Im.O me IRO ttm 110.0 &JS 1m0 IIDI Im.O IW 1m.0 ISV 1m0 1Lm fled 11m 1710 Ilb IR.O Ima nao INS tm0 m nO0 IM ImA DII Im.O n!B 1R0 ]ItT 1]AO 1]® 6 C nln ImA I0m 171O In 11a0 ISl! 1m.0 1[W 9a0 Ia5 Imo 1ISO 1R.0 1lm IRO na, 170.0 I013 HBO 13la IRA PE nao 1b] t]a0 WS, n0.0 N81 170.0 Won IIO.D IBM, +RO Ym IRO I - min II0.0 11n nP0 WI 1100 na 1m.O IM 170.0 Ian Ilb 1201 1. IM4 1R.0 1= IX0 A10 +IAD lal 1m.0 IIa IRO IM] t]0➢ ]!93 1Ia0 )m9 IRD Ma IRO I. Imo ]me 1I 1la! Y mM n0'a 1151 IRO ml Im0 1301 1m.0 1118 n0.0 1m1 I10.o nED 1R0 Ilm f]PO +]W IIDO 311R fi0.0 IIl1 1m.0 S. IRO 1551 1R.0 llm 1}a0 I m0 IRO !IIl Im.O tIn 1m.0 Yp 17A0 TIW Wln Bob nOd I10A 15'A 111] 910.0 MA tla n]3 1]U.0 1]0.0 1501 fm0 1m.0 170.0 1]:5 1W 1m.0 1W.O ISSA 1W3 1R0 110.0 NBa Imi 1m0 Imo b25 YA1 In' +Ra 16m 17m naa WILD W% 3530 1110 1m.o Itm 105: R0.0 IR,O 35m ]SV 130A IRO 1¢15 30n 110.0 1m.0 ]+m 310 Im.O 170.0 Stl6 035 IY.O 137.1 91H 31% 1M.0 Im.B Hl3 lIm +]A! iR0 ]Ili llW nno 95A1 3]OI 31ID 100N 17 15m no 110 IlaO 1913 17a0 1N1 1]a0 Si 1-- IOm V0.0 35W 1R0 Mm 161.e 2111 11a0 W71 IM9 Rail 161.0 $i3! 121.5 3751 110.1 L➢I 1W.9 iMt I'E.B 1b1 O27 2m1 11&0 990 II1N 1WN IIOA +m.0 IB]5 tnl IRO 1Ra 11M 15M 110.0 im0 1Wa 3H5 1mA Imd 1Tp 1L50 1m0 1511 LW Em 1R0 15fle H; 18A1 1R0 I511 'SOM SSSi 1R0 1H.1 310 IWI 151.9 TW.1 36II Hm Im.l 'MS iIa 10M I%A 1[nt WH ffiS IKI 1151 3IIa ImO 11]0 'WI 3N3 IIm n11 W.5 31PA +Sn m5 T).1 2a11 3N I13.I Ke SHS tdJa MA ala ]Bm 9R +m] 51.1 IDm IBW INN tbt ISm IRS Ia5 Im] 1'A1 IMI IM m.1 ,BOB al] iFR IS2 1564 Sai ISW 0¢5 IYI H] 1]a m.0 IA1 aS] IS:A ml 1591 Y.0 tim K7 Iml Iei IN0 ]O.f 15m NA lim TABLE 138 AncbrCa uelr anm.me a.xm� TabN LIMIT vnm M.m wm.r3eu Fe.nUalP.WA '1Aem mif YIR Eb¢YA¢m W'Eto Wm[r YICSt¢ wrcW Y1FFboNvcu 1l1'Eba.Nnom 1N'e6 Etle AW�y QW15-11<•66EW Ip� Amlrtiban) llilYd 6+1 low" 6.035) MNOICOP Pa@991a r 3Am SVY r alm r aVi- r s.l? z DAC 0.4- EEm LLlmaeRA 1• zl? 13'1• 11Y' T 1.11! 1.W' I.W' I IN' IIN' 1-1/1' T 19 bbe ErhJsml Ff 1+W' V'lV` IWb m3b IN1b 90b 2%+ne vls lie Pa ]Nm W Wnlb H31b .. IIArcM W1.19 O.CfblvlNNrYul Ciplry.l¢7I 9W Pr 9Wb 510b1 fimne )mb 1ILb Ia lb nn OC Im31la m!b 1Wb IAipMeplm'Wn 0.0 I61enEN bOxeo Py G4>Y lmb Imb maAn 1lWlt 333]4 WA WA WA aN¢hn .iO.G/BENLeN Ir anNtlCIi DV. 1} Ilaab WAIN 1%O me L'W I6 WA WA WDb WA Imib 4 A11a pYNIn OA.Ire95Anpb tlgl611. aY am, IWb I- 9m IE1 5%Ob Thal mO Ne M ND 1mWe 3alp WRe Im.f.01W SNOW. 1]1 FzS. IS, IS. 11Wb NU IOM Ib IaaM fMEe ]IW INITlab 'A511b6 1]MOW Jamb WA WA ISmm WA IEWIb ' WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA NN iNOoa AMY OE .ANCHOR CAP.- IAmONnAmD0.C1'MN.P, INo.10NpA WAWAWAWAWAWA1W1e9W Sman Im IWOW.1m8PeO3mWSNFInIb a]Bm WIM 6m Ra IAmMe 1,19'Mb.0.G/FILp b, 11k S00 En lm Be SOSIW IWtlW -WA WA Im R9 WA m11N WA NN WA m91De Sm lb 11]O roe 2::0• NOTE: FOR THE OFFSET CLIP, USE THE SAMEANCHORPATTEFIN AND ANCHOR VALUES AS THE STANDARD OIL P. TABLE NOTES: FlOURE I: FIGURE FIGURES: n FlG:RE4: n Ro�e: FlGIBEEB: ..G FIG 1) SEE LOADIMSHEET .SEE FOR SHEETSINSTRUCTIONS NER USING THETABLESMETHODS ET OSHEET 26 FOR INFORAMTGN ON EN MUM. LEI WABUL- 3)MUULLIONAND ULLI NNICUPS THEF�IEUJ�FOLL TOS ENSONfi MDISENSIRESTRICTIS91 SEE SH 5 21-23, HOLESin RGURE O: FIGUlEi: SHEETS 21-23. FIGURES SHOW SUGGESTED. APPROMI TE HOLE LOCATIONS (MURES CONCRETE BLOCK UNIT 5-7) YELLOW SOUTHERN SC OF O.W. ALUMINUM SHALL BE 60�T5 AND BE AM[NMW OFA 25" MST EE FIP I 10 [Ed H Ap1sm IN T ARFAO�OW THICK THE ANOHANALL ANCHOL93MO MET WOOD E)TAY E SAT LEAST S.9.LS O410 S.5. 2XWXMUUU r PRODUCT REVISED p on Wi0IN0 FI0r30a eldimmp NI.17-0630.01 ErpHatI. Dv1.05126/2021 * : NO. E5705 ' FL P.E.4 BOUTS TABLE 14A YWNon CaepcU Table 0165t' ' Opwling WMM (brleNmp/spmmirB 6BIn 61 ]ON sBN mWIeM) Br Opvnwg NBlghl (lorhollmNa*Sp.mm B]In 1W In mu9lvrs) 12010 Will 1WN 116'k2.t1" ReclvgYtr tw9M Tnpih]O Iwth9 PxnmOee In'NO Tnyinmg. Iu+IVV Retlmwtr Im91e Tnr/fRuq. luayyN RrlgpWrt TnylAmg lWW Reta19WII IrM1tlNp. Alone RttSvgWol 1.8]dm TyilOuip L 11`9O RahryWal Lsadae lnpv 6 Icwl, RlN'. ImEN9 ilapTlvq lm5gre -`,PG Im6N 1nyMep taaN9 XTube 6fe8�'� iI 3h aig 0� y@lus'd�$Nj 0 lf�� 11111gIll111ttillh11H1'11ifIgitHI yLil®0g9 0 g�'g 11 0a$ 12F 1142 Me 1Hr0 40 IM- 5% ta9 N9 1010 616 13 4 M4 MI T3 1]A6 dtt B41 6Y 1.1 d11 RI SB t3k1 411 601 6b 1341 BII 815 . 1341 all BSI SB 1.1 dit 49fi [dB W 108.0 ]]] 009 !.m WI ]SS 89.0 I. mB SO W4 Kd 91< 31] W,7 IM .1 316 N3 IM i86 314 40.3 W 28.8 all Y1.5 IM IS, 314 N] 4N XO 314 6].C351n 63a MR 9L0 .1 a i/ 39.D ]Y EaB A! 11.9 :G9 51.5 ]@, F2 RM 467 OM 6A8 391 <I.] ]@ elB 2D9 313 9® 63.8 R8l 84 XQ B.is 38] Sti2 em 635 ffi9 8tF we N5 ]41 'M 5&I ale MS 1a1 11 all I.7 Me 424 ]16 N6 13] 31.i ale ®.B R60 929 ]19 B96 R/B Rfle ]1B 89.1 Ne NS 310 481 2i0 213 ]1B 481 'NB q 6 mF B99 19 69.t 119 413 ]S 4S7 21d 883 358 4Q1 ]10 MB RS4 3IR 10/ 37.5 369 MB R04 'N7 238 38B 20D See RSB YJ.2 ffi 11..7 4. =2 101 165 2M Il2 i11 y6iN 12l 331 45.8 SO ]SB A4 ]B.1 tm D38 2f1 N7 1]] A7 2!t '31.s IW 2Y1 IIt ffiB 1Pd RIA ZM R80 tOB 17.8 13B ie.B 1W 14] 1]I 165 tm 164 3]I 'A] 1m W ln. 1,,3 213 See 1B] 11.0 11] 217 1la A.6 ]1] RB 1l0 23.2 R1] 2T.0 ll] -to- 2QD R19 2S1 1]0 168 ]13 19.] 1W 153 213 9.1 1s7 lA8 N3 ]20 1L8 21] IlB I. R'n 2&6 110 D11 ts9 2" 1N 258 1% FB IM 11a N9 179 174 269 16.9 IM 1&7 US T9M SA] as.ta0 .1 1B1 21.0 13/ 11B 161 19.0 IM I63 Is I)0 Iv RN Y18 1S '85 133 18D tR 189 131 1fl1 13 17.5 fR0 TABLE I4B Mcha Cavalry Table B�felrale R1RCxmn 99CY[. HOAow CMU FlkWCW Alec YI6'Eko 1/P 35 Eko NlYflcB V<'SS68 Ek0 XlOfl.ai M.MI518a 'VeMNar Y16^EYB Mrsm tM FICB Wram Mtam YICEko UPI tM I(4'Eko Ultlazm A9poCuln Ullrvtm PWCSOI 8nn (M)4cre•I➢q Scxv 079 McbOrCYp Pe3bme 1' ?t? Y ?l2 SIR' t' }yy 1'1•TIT 1' S1/B° 3 0.4i n5i' 04Y FOR W1]RB(M% NIP Z 1-1/f lAld" 1N. 4V0• I -I if 141P S •Y9' 13T YA24 FlnMlnmt n 13'1• 1914 tyf i®9t9 iNlb 6011e iNRlp (N 09 BBSW 1d916 ANCHORCPPACDYTABLE TABLE NOTES 1) SEE SHEET I FOR WSMUCTIONS ON USING THE TPELES AND SHEETS FOR INFORMATION ON LOADING. 'I SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. I . 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS I$ ALLOWABLE FIGURE 1: 21-23 3)MULLION AND MULLION CLIPS SHOWN NOTTO RESTRICTIONS SHOWN ONSHEET52t-T3 HOLES CRIULED IN DIMSCALE.FOREKACTDIMENSIONS, ON SHEETS THE FIELDFOLLOWINGLOCATIONS. 2'f a FIGURER CHOW SUGGES TEE, APPROXIMATEHOLE LOCATDNS. BUGGER ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPEDIRCATIONS. HOU.OW AND GROUTFILLSD ,125 CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM OBE. WOOD SHALLBE PRESSUR TREATEO 1 YELLOW SOUTHERN PINE WITH MSG OFO.55. ALUMINUM SHALL SESAMT5 AND SEA MINIMUM OF.12W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK (18 GAUGE), STRUCTURAL STEELTO BEAT 1M•X211'X.125MULUON LEAST.I2S THICK ANDA36. ALL ANCHORS INTO METALSHALL IDU ENDATLEAST3 SCREW THREADS BEYOND (INTEGRALFINMUWON) THE MATERIAL CIO S g12 ANCHOR$ INTO WOOD MAY BE STEEL, 1&8 S.S. OR410 S.S. PRODUCT REVISED plvin IN Ne llorldo Bunging ro a NOA-No. 77.0630.01 ERW.H.n Dave 05126/2021 by IfflamH1JAjWPMduct GontAll * f NO. 58705 A. CYM MILLER, P.E. FL PEA 58705 m � r o 4 � S t�eep_ns�axoe�ee�`'�tlry e g� a e ly d e 6�$ g p o a a a e e YiNm CmN" _ S e�-� o -d xt`a �8=E ��e u;amcamr =$o m £ � 5 Syy £ £ = e d � 8 & 0 9 u £ � £ $ n"e� camM• d �gg ` s � 8 ° � �@' � � e y E ri G� y v m g r r r m a CE � ' npn� c o YYv qc QQQf$ § 1�F OOp 0°riC yH"i ril £ff�{✓�. -IFVAN Ayy"F S" x z PPH • p �%yy�� �00 A ytM p �nOp 2 f � c yxo7ri Fyp a� saQ�� n$y� c o op PQ g N°O��° o75 y 02G'g YY ye�Y5+i �a*2mZ. �c PHP Y32 H� L N �ag g�fi (" N m zo ii3`S: 4 0. z � �oic � �QoFy Q WEEK 5z 8� 00S 2122 SD QP� Y S pOsf;� o 00o sy Zy >y y goys ;_ ;>$_ g�all g O N Oyyy QI. SQ" g �0 N N YLy3 y- o N e- g N4i p° O ,.gs'. P 4p[�Q yT A "HPP`a pt A° V g o -Did gg oa85 f --- Ho mo yQ 9 A $EREY�'Y !DNp'�0A0 SN y 2 QPP+� ,Np�mm� 000 y p s 9� 53a° m p E. z ZEE Ny�Bf Nv PQH �o �m5 6" w 9gg� o$ {3 0 c Fz a m I$ n 0`iFi�oso3 e'y (2Q�EAp+ 0 byop�o55� c °1 ge�o;�E, Mau � GOPtt31GHr091T PGT INDUSTRIES, INC. RLL RIGHTS RESERVED A— ga `N f m 0.MPAC7-RESISTANT ALUMINUM TUBE MULLIONS 2 •, y.l "` ,. v b BG 30 DEGREE BAY MULL SPECS ��J^ '0 em smle mm sn`m: 'i 'v '"••'"� A o 90 N/A WA 6300JR 19>2 IOTa rman�. �nr ro..oe ome ac a� Rx J ROSOWSKI 08/29lit L, n�wnx�i�n ulma�. n A«s. J ROSOWSKI O6A9/17 NO CHANGES THIS SR;)—_ nG�nr. oFwmsa>zae y v m g r r r m a CE � ' npn� c o YYv qc QQQf$ § 1�F OOp 0°riC yH"i ril £ff�{✓�. -IFVAN Ayy"F S" x z PPH • p �%yy�� �00 A ytM p �nOp 2 f � c yxo7ri Fyp a� saQ�� n$y� c o op PQ g N°O��° o75 y 02G'g YY ye�Y5+i �a*2mZ. �c PHP Y32 H� L N �ag g�fi (" N m zo ii3`S: 4 0. z � �oic � �QoFy Q WEEK 5z 8� 00S 2122 SD QP� Y S pOsf;� o 00o sy Zy >y y goys ;_ ;>$_ g�all g O N Oyyy QI. SQ" g �0 N N YLy3 y- o N e- g N4i p° O ,.gs'. P 4p[�Q yT A "HPP`a pt A° V g o -Did gg oa85 f --- Ho mo yQ 9 A $EREY�'Y !DNp'�0A0 SN y 2 QPP+� ,Np�mm� 000 y p s 9� 53a° m p E. z ZEE Ny�Bf Nv PQH �o �m5 6" w 9gg� o$ {3 0 c Fz a m I$ n 0`iFi�oso3 e'y (2Q�EAp+ 0 byop�o55� c °1 ge�o;�E, Mau � GOPtt31GHr091T PGT INDUSTRIES, INC. RLL RIGHTS RESERVED A— ga `N f m 0.MPAC7-RESISTANT ALUMINUM TUBE MULLIONS 2 •, y.l "` ,. v b BG 30 DEGREE BAY MULL SPECS ��J^ '0 em smle mm sn`m: 'i 'v '"••'"� A o 90 N/A WA 6300JR 19>2 IOTa rman�. �nr ro..oe ome ac a� Rx J ROSOWSKI 08/29lit L, n�wnx�i�n ulma�. n A«s. J ROSOWSKI O6A9/17 NO CHANGES THIS SR;)—_ nG�nr. oFwmsa>zae 'ONI'S3QLL MNI1Rd UMO0 VlWdW s F knanoo m•.mW R R R� G `._f � B R 8 R 13 Y asa 3 o 9 � r R IwmO a ti� F A_ ^ e a Ncomo+�v+w g A IiYRO AP•Oa�mnW R S 18 � m '! 8 s m w 6 3 f R R _ .d = 5 F Av�Jscn Ru m gG91a0 Y R Y C a S Y e Y R n 8 9 kn:e°n�r g9 �8fe&J maalo n�� � n� •$ �� n A L ,^W. R Q - Y I�mlco NPwOsn% Be S s s 4.-aM k?Wsa VlkT9 2 q 2 Y E y 9 4PedaMW � Aaeb uwmw e _ _ qq e g� (sL Yogmrd kWdc��rw 2 R n R n RjE g � 5 A 5 R a dF ApaPJ'+Nazd loe°n olas oy o ircwwt3 'F �gW��EQe �p��mp�gm�Jo t iag a<ms� z�Zsgat�� � O_OJJ J'L `2 UVV � ow¢'ni�3z zda x z � c, wa�wa�gagtu -"y LOST r ,' 200V L25126- V X TX.126'MUMULLION a0B1Ta AL XSECTmN .37T MIN. STANDARD Wp 2.760` .375 T 1'X2T6'X.37SMULLDN SCa}Ta ALUM %SECTION } (—.126' II 2125 UCLm 1 eoasTauuaL TT XSECRON Awl E —e•7As-� _CRFATEFHXIP.SEE I I MIN. 4 OETMLF 3HEET4 3%'MIN. A I ULLIP we YTB PWM. TOR IEW ¢ STANDARD UP eoaY`R ALUM. ANCHOR HOLE MAST LIE TOPNE'N DASHEDBOUNDARY.SEE IFORTHEANCHORO.C. 6.500'—I .376• MIN. j T 1 I I I I 1 1 I 1 I i 1 � I C OFFSEf CLP .125 BD6}TSPLUM I TOPVIEW CENTEROFANCHOR HOLE MUSTUS WITHIN THEDASHLD BOUNDARY. SEE SHEETS 617FORTHE ANCHORO.C. DISTANCE MAIOMUM ANCHORHOLE DAMETER:ANCHOR Dw4ETER-VIV.. TABLES l'X2.7VXRSRMUWDN III ALUM. XSECTION 1%l ANOLE WP 2.000' XSECNON tL F.12V I 3T6` MM. N --------------------- A ____-. YXSANOL 906YTe ALUM. TOPV EW CENTER OF BOUNDARY. HOUSEE SHEETLIEWITHIN FOR7 HE ANCHEO OR.DISTADISTANCE. SHEETS AN FORTHE ANGNORMETER: TPNCE.: DIAUM METER I V. HOLE DIAMETER: ANCHOR DIPMETER � 1/,S. Mull Dimension (sheetlg PGTPodf Mullion End. Clip ORxt Cllp USOp Angle Cllp 1' X2'X.126'(5) 66605 666113M 61101118M 666243M 6655111161 V X2 X.37b•(6) 666DO6 666114M 66B111EM 681244M B8MA2M 1'X2.7VX.376'(7) 686W 6WI15M 6661120M 658245M 866519M 1'X2.75•X.6W(8) IMAM SWIM 6661121M 666246M 666514M 1'X3.12SX.5D7(E) 66M7M 6861116M 6681114M 666242M 666516M 1.2V X3.16SX.26V(l2) SINIM BWII17M 6661113M M241M BBB51SM l.SX2.11'%.12V(7B) 69370 WA WA WA 6GS517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS I ON THIS SHEET. 2) SEE SHEETS 6-E, 12 & 18 FOR SUGGEETED. APPROAMATE HOLE LOCADONS B ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimendon Value on) For Mullion: A 1.05 B 2054 1' XT X.125• Allm unn lo Tube Mullion C 0.&ES D D74D A 1.125 B 2400 1' X2• X.375' aml Twoe uMUOon C 0.635 D 0.4E0 A 1.876 1-X2.7C'X .375 AluminU 1 Tarr Mum. e 3.000 C 0757 D 1.116 A 1.312 11X2.75" X .650' Aluminum Tuba Mullion 8 3AOO C 0.476 ❑ O.8T8 A 2.000 1-X3.12VX .600' Alum Tube MUB B 2e37 C a— D 1.137 A 2.B2b 1.26'X3ABV X.2B5•Alum Tube Mull B 3.262 C 0B6[ D 1.T82 L26• X2.11' FA 1.813 .121•Alum Tuba MMI PRODUCT REVISED as camplYlnp With the Flodda Sunni no Cootla 1101 e. 17-0630.01 * FNo. 587M 3• .3SY £ 3Y O6Y 13S' 2.626' 6' 63rL 56' S75' ON 6.E00' ^ T TOAL0N C 606SECTIW . ,37W 31RS %-SECTION mill. _D 250 I 1 I I I I I I I 2.BT6'E I I I 384• I I 1 I 1 I I .100' L J L I .624• £ ` CENTER OF MCHOR HOLE MUST LIE .820' f~ WOHINTHEDASHEDBOUNNNY. SE 1.26'X314'X.BM' SNEETS1M7FORTHEMICHORO.C. MULLION DISTANCE.LvUuafUMANCHORHOLE 600dTSALUM. DMMETER ANCHOROIAMETERF1n6', %-SECTION .3)6' f7� .125 MW. I 1 1 I I �.45 226P i i I I I I I H I 3.�2 0' I I I 12CX32SX.Iw 12SX3.2SX=r MULLION MULLION pW5.T6ALUM. ewS.T6ALUM XSECRON %SECTION 1 125' 30'Y ]0'BAY MULLION BOB}l6 ALUM. I %SECTION I n I -T NOTES: 1) HOIESTO BE DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICIIONS GIVEN ON THISSHEET. 2) SEE SHEETS 10. 11, 1}iS, 19 S 20 FOR SUGGESTED, APPR0X0MTE HOLELOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION MEMODS. T40' jy -.UY 2.126' R.�SLm I-76AL BO6UcUp 4 ,1R6• 1 1 %-SECTION L ,25•r C ENTER OF ANCHO R HOLE MUST LIE MIFUN THE DASHEOBOUNDARYSEESHETTS1d20F0FTHE ANCHOR O.C.DISTANCENA%IMET R-VI R HOLE OVV.IEIER ANCHOR OW4ETERe 1nS. Of IERQ TO CREATEFLLP, C BFE .�5. ETA4F. S(EEf4 .377 CENTEROF I ANCHORHOLE WRHIN MUSTUTHE DASHED TNEOASHED BOLNDSHEETS ISY. SEE F SHEETS 1d1] --- £ FOR THE ANCHOR O.C. F I DISTANCE. MAXIMUM ANCHOR HOLE R CIAIVETANCHOR J ANCHOR DwuETER•,ne'. MOM IP UCLN Opp}TBAWM. ew0 TB ALUM. E TOPMEV! TOFVIEW TAR) F C OFFSETCUP epe356 ALUM. .—a— TABLE C. CONT. Dimendon Value(In) Pw NWlbn: Dimenlan Value (in) Few Mellon: O 3687 1.= 1 4"% .120 Auninum Tube io" F G 1.630 0.500 1.25 X.02P A1.1. Tube MAiun H I T.fiW 3060 H 1.438 3.250 F 0 3107 0.757 I'XTX .9TS AINn0un Tubeam F 0 2025 1.125 125'%3,84• X.B24' AhnlNwn TWe u,O I R430 3D'A 1 .5m 3]50 F 2250 11SX3R5' X.100' A.3.R50 TLAe w, F 2a1] ]m Be Mu0 D H O750 1.600 F 2AIS 46'6e MIA Mu110..vuion (N�elpl POTPedg Mulilan BM. Clip OOeat0llp U43k, Angle Clip Mau, 6601117 66511= M-41M 6E0516M l'%4'X.3?r(1Q WHO 000112M 066112]M 006242M 66661oM 1' %C %.]T5 T 01) 1.W %12S %.10P (l3) 11SI132S.X.024'l14) Sam 20160A0312 2016IMH 666112M 6601121M 060112061 wall M 651 565112514 600242M MU410M 6002411M E60616M 6663115M 6661116M 1X194'%.52005) 20162 666111OA Valli" 660241M 68651711 OODeree (e) E0615 NA NA WA 66651101.1 4SOm.(N) 66160 WA NA WA 6686MM PRODUCTREVISED a. 9 h1eB BulidlnO .IN O Fludd. NO"..C17-0630.01 E1pim11on Date O512612021 * ! Ne. 567O5 P.F MUD Dimension (""a) PGT Pax9 Mullion sm. Clip UCDp An810 pip YXd°X.2S (1 B) Bfifi02 6fi6281M 6B82T1M W5112M Y XS %.2Y (17) fi8fi06 fi662fi2M fi66272M ON5113M NOTES, 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEF SHEETS 1&17 FOR SUGGESTED, MPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2•e FOR OENF INSTA IRON METHODS. 02.000• .3TT MIN. 6.0w' 4 2w• rX4'X.2r MULUON GW6 TSALUM X-SECTIDN .2w' G.000' r X6•X2T MULLION 60631b MUM. XSECnON ^C— f 6TMIWDCUP 1 UCLP 6WINTSALUM BOE3T8ALUM. %SECTION 2'i25' %SECTION I I-.125' r.125' CMTHERETO 9.600'—�i 27V 4 61a336 MIN. _______ ___I__ _______i I I I i L_ ______ __J___ _______J sTANOAROLIP cEN1EROFANGCRH01EMUSTUE !0 TMUM —W HINTHEOASNFO BOUNOMY.SEE TOFV9W 6HEET61&V FORTHEMICHIXt O.C. —DISTMCEMA MICHORMOLE � OUNEIEILMCHORO0. DIM&TERrI/I6'. r_\-••-• 1 9[E oeTAILF� .371 cWF A ( MIN. I I I 1 I 1 I I I I I I I I I I I I I I I I I 4806' 6A I -- 1. CUF 6 Ta ALUM TOPMEW r f 9T5' U.CLP 606STfi MUM. USED FOR 7 X W MULLION. SNEET 17 TOMEW m MOLE CUP 606}T6MUM. 2.1W XSECTDN L 1zs' A000 97T MIR !_____________________1, I � � I sane. L i 375• 1 I MIN. 2X5MOLECUP CEMFA OFANCNORHOLEMUSTLT N�T6 ALUM WITHIN THE DaSHEDBWNOMV. SEE TOPVn]v SHEETS HL17FORTHEANCHOROC. I F_____________________i I I I 1 I i 1 I 1 II 1 I 2XSMOLEOUP bmST6 P1UY. TOPVIEW tO H N y 3 O E Z O O PRODUCT REVISED plying with tha Florid. n 0m� Cad xoAl2o. 17.0630.01 Eapbanon Datn 5126/202H By MLpm o v�o�7taaioaT.er � * : No. SB705 .. 1A * _ A. LtlMNIMILCBR, P.E. FL P.E.# 58M EX SINGLE VOFIDCAL MULLION SEE 6FE PFHESIMnM IYHEM PROWVIS xHM A>.Rwu � x4 4 4 �/ OEINLS swEEn �3i L77WIYPffirY SILL LLmM EXAMPLE 2: MULTIPLE MULLIONS TE BUILDING SUBSTRATE IS KNOWN TO BE WOOO ON ALL FOUR SIDES. ME WINDOW FRAME DEPTH IS 241 THE OPENING REWIRES A OESIGN PRESSURE OF 4W.d40A PSF. �� 1)IN'RWIY ASSUMING THAT A VME MILLION 13 SUGABLE,THE MULLION LENGTH IS M AND THE OPENING WIDTH IS 32'432N• a . REFERENCING SHEET 25. THE COLUMN USING Q S RECTANWLAR LOADING MUST BE USED. SCAN THE MUWW TABLES FOR A MULLION THAT IS AT LEAST ME WINDOWFRANE DEPTH OF b1M'AND YALL MEET OR EXCEED THE REQUIRED G;- DESIGN PRESSURE OF+50.N-WA PSF. IFTHE TABLE DOES NOTSHOW THEEYACTSQ, USE THE NEM LWGERSUREAVARABIE. FROMTABLE DA,SME 7,THE1•X2)5'X.375-MULLION(LMN -7T,OPENINGWIDIH•]BUMEET6 TNEDFPM REWIRED,NOWEVERTHE OFBIGN PPE$$LIBELS+F509 PSF ANO WOVLO j-R^ NOT BE SUITABLE FOR THIS APPLICATION. EY FROM TABLE 4A SHEET S. THE 1-X2 75• X.AW MULLION (LENGTH • 72', OPENING WIDTH =)09 HAS DESIGN PRESSURE OF+ATL7 PSF WHICH EXCEEDS TIE REQUIREMENTS FOR THE H OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REWIRED OF WO LBS. 2) USE TABLE 49 TO FIND THE ANCHOR TYPE ANCHOR QUANTITY AND CUP TYPE REOUIHEDFORTHEWOOOSW$TRATE.BOTHTHE STNDARDWPWRH(4)812ANCHORSANDTHEUL6 O U Nz ANGLE CLIPS WRH(4) 012 ANCHORS HAVE ACAPACITY OF 885 LBS.TH000H EITHERONE COULD BE USED, THE STANDARD CLIP IS EASIERTO INSTALL. 2 3)VERIFYTHEDESIONPRESSUREOFTHEFMESTMnONPRODUCTSU6EOWRHTHISMULLIONSY6 .THELOVF DEBIGNPRESS M,OFxJMWMSMFME6 nONMMMTS,WILL MPLYTOTHEOVERALLA UBLY.FINALDESIGNPREWUREREQUInSTHATTHEBOMH EMUWONMDTHEFENESIMTIONPR000OTBEW6TALLEDWACCOMMCEWNT E INSTALLATION SPECIFICATIONS INTO RESPECTWE SUBSTRATESANDFENESTRATON PRODUCTS TO MULLION. K a 'o INTHISENMIPLE, THE DESIGN PRESSURE REQUWEO WA94f40A PSF.T9'OVEMLLMULUON SYSTEM WA50ETERMINEUTOBER)PSP VOTH PNPNCHORUPAGTYOF 6i0 LB9. PLTERNATNFIY, W i EMGHORCMACTTYADJUSTMEWFORMUI MMOMA BEENUSMTOCALCUUWMEMN ORCMACTIYREWIREDFORTIEMMOESIGNPREMMOFWPSF. m m m (6UPSF)X( CAMS =EM.9LSS (MAY BE USED TO OUAIhYp105TEELSCREWB FROM TABLEaB) i THE BUILDING SUBSTPATE 16 KNOWNTO BE CMU ON THE JAMBS AND USESACONCRETE HEADER AND SILL TILE WINDOWFRAMEDEPTH Is 2.918', THE OPENING REWIRES A _ j 1 DESIGN PRESSURE OF+50.W450 PSF. FORTHEVERMCALMULLION' N 1) INITIALLY ASSUMINGTHATA 1' WIDE MULLION IB SVITASLE, THE MU WON LENGTH IS 32YTYH'=105' AND THE OPENING WIDTH IB 3849RH�73. REFERENCING SHEET 25. ~O) THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORAMULLIONTHAT LSAT LFASTTHEVONDOWFRAMEDEPIH OF 2318'AND WILL J gop MEET OR EXCEEDTIE GOWNED DESIGN PRESSURE OF 4MAI.M.0 PSF. IFTHE TABLE DOES NOTSHOWTHE EXACTSIZE, USETHE NEXT W4GERSDE AVAMBLE. 4 tl d FROMTABLE 3A, SHEET 7, THE V X2.)6-X.37VMULLION(LENGTH-106'. OPENING VAOTI= SOISEETS THEOEPTH REOUIRED,HOWEVERTIE UESIGNFRESSUPE IS+f-15.1 PSF K Y N AND WOULD NOTSE SURASUE FORTHISA➢PUGTION. � FROM TABLE I2A SHEET 16.MEVX4-X 157 MULLION (IENGTH-10B'. OPENINGYMDTH- OnHASA DESIGN PRESSURE OF+J54.7 PSF YMICH EXCEEDS TIE REQUIREMENTS d Z O TYJ go, FORTHEOPENINOAND MAY BE USED IN THIS APPLICATION. NOTETIEANCHORCAPACI(Y REQUIRED OF971 MI BECAUSEITISNOWMOWNTHATTHEMULLWNWILLADDTTOTHEMV OFTHEMULLPDUNR,THEPAIMS O%NINOWIOMIS3S436'42+74',NOTTYASPREVIOUSLY ASSUMED.WRIFY THATTIIE DESIGN PRESSURE IS STILLAPPLICABLE FOR THE ADJUSTED OPENING. ALTERNATP&MTHEWNDOWWIDTHS MY BE REDUCED TO MAINTNN &�m THE TY DIMENSIONTI-IW+35-14112 7n) PRODUCTREVISED vcamprylne wIN@n Fl.d" 2) USE TABLE 128 TO FINOTHEANCHORTYPE,ANCHOR WANTTTY AND CLIP TYPE REQUIRED FOR ME WNCRETESUBSTRATE. IN TMISEXAMPLE,ASSUMETHE PWRED CONCRETE HEAOERAND SILL ARE VME. IF THE MULLION CLIP WERE TO BE CENTERED WPHIN THE V. CARE MUST BE TAXENTO MAINTAINTHE FASTENERS EDGE DISTANCE. Dulltline `oEu NOAN.. 17-0630.01 USING THE STANDARD CLIP WITI(6)3I16' ULTRAOON ANCHORS ATM EDGE DISTANCEOF 2-IXGIVESAN ANCHOR CMnnI OF 1050 LBS WHICH IS GREATER,AND 6PImUPn Dow 09126/2021 THEREFORE SUITABLE, FOR THE REWIRED ANCHOR CAPACITY OF 971 LBS. B FOR THE HORIZONTAL MULLIONS: umi MYom uct e DECAUSETNEVERTIMLMULLWLLLBEA2'X4'X.2%'MULLION,INTHISEXAMPLRWEWILLMATCHMEHOROANTaMDLkRTDALMUWONS,ALTETWATIVELY,ANOTHER a MULIONTYPE COULD SE CHOSEN 1)THEEIUWONLENGR11S30MDUEOPEWNGHEIGWIS32'.nlr=106'.REFEREMGWEET25.THEMLUNPIUSNGTRAPEZOIOAu MGULARLOADWGMAYSE '0- USED. FROMTABLE 1U. SHEETI6,THE2'X4-X.25VMULUON(19LENGTH=4T.OPEN'NOIICIGHT=120'IH/SADESIGN HtESSUREOF H-1]O.O PSFMICH EXCEEDGTHE -G1 REQUIREMENTS FORTHEOPENINGANO MAY BE USED IN THIS APPUCATON. NOTETHEANCHORCMACITY REQUIRED 01 M. 2) USE TABLElMTO FIND THEANCHOR TYPE, ANCHOR QUANTITYMDCUP TYPE REWIRED FOR THE CM SUBSTRATE INTHIS EXMRLEASSUMETHE CMU JANOLSARE e' 'MDE.IF THE MULLION CUP WERE TO BE CENTERED WRHIN THE V,, CARE MUSTSETAKEN TO MAINFAIN THE FASTENERS EDGE DISTANCE, USINGTHE 7XSANGIE CURS WRH (4)W16' ULTRACONANCHORS ATM EDGE DISTANCE OF V GIVES M4ANCHOR CMACTTY OF MOM WHICIA IS GREATER AND THEREFORE SUITABLE, FORTHEREWIRED IIII III ANCHOR CAPACITY OF 621 LBS. ,: aONY LYNN � •LIGEN6F '�/�C'�: 4) FORTHE LLCUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,CN USETHE SAME ANORCMAGIYOF DI UJS.TABLE I2B FORTHE U IP SHOWS TIE ANCHOR � �1� ?.•,� eL CI IS 1074 LBS MEN USING 3ANCHOR9. WHICH IS GREATER, ANDTHEREFORE SUITABLE, FOR TIE REQUIRED ANCHTHEORGAPACITYREOUIREMENT OF 521 LBS a ANCHORTYPEISAMSTEELSCREW. *0 NO. 587M FROM ME ABOW STEPS. OUR MULLION DESIGN PRESSURE IS: +fbITPSFFROMTHEVERTCM-Ml&UON; +1-170.0 PSF FROM THE 35' HORMONTALM.ULUON ATTACHING TO CMU: 'n �A� •.• AiE J!/� O �.11 41-170.0 PSF FROM ME3SNOR12ONTAL MUWWATTACHINGTOTHE VERTICALMULLJON VNTERSECTON) PRESSURE IS Hi4.T PSFANOriW)DAPPLY TOALLOFTHE MuuJONS •,-'-Y7/� � '�1C31 '•�ORIOP,;'G\?�� THE LOWESTDESIGN m Y� '))`iSxYIOt,Nl�AL1 THIS MULLION ESTHATSYETEM.MEBOTH E MULLION RATION DEESPE ESSUREREOUIRESTHATTHEBORITHE MUWONAOTH'e FENESTRATION FRWUCTBE INSTALLED IN PRODUTS.DESONPLY TOTHE OFTHE FENESTRATIONPRODUCTSU PRESSURE PROOUCTS,VALLMPLY TOTIEOVERASPECin 'S``;`1`A1 A. LYPllVE.# rrvM pF_ ACCORDANCE WITH THE 9ISTALLATONSPECIFlCATIONS INiO RESPECTNE&UB9TRATESAND FENESTRATXW PRODUCTS TO MUWON. � nONSII FL P.E.D 58705 � l IImm, Fwww-h' r i J�Hwolf LOADING OF VERTICAL MUWON SILL OF WINDOWS NOT ANCHORED limp I LOADING OF VERTICAL MULLION WRH IWERSECTNG HORIZONTAL MULLIONS LOADING OF VERTICAL MULLION LOADINGOFHORZONTALMULLION SILLOFWINDOWSNOTANCHOREO WI INTERSEGTINGVERTICALMUWON DR. OR. l T01111 /x PW FW —1 LOADING OF VERTICAL MULLION LOAOINGOFVERT10. MULL ION PANELOFIINGEDDOORISNOTCAFTURE00RANGHORED WRHINTERSECTINGHOREOWALMULLIONS aryl I, �• sI I•~ I �— — II LOADI NG OF HORZO W AL M U W ON LOADING OF �r - - - .i III / 10 / We LOAOINGOFVERTICAL MULLION I � I LOADING OF HOREOWAL MULLION LOADING OF VERRCAL MULLION PW > = ZOWZ O O O SHDH PRODUCT REVISED IPIN0 n NO".. 176 EAPimUon Date OS/2612021 LOADINOOFHORIZOWALMULUON LOADING OF HORIZONTAL MULL10N NOTES; DY Mia afro uE-2 tCun4ol— — _I 1)DFAWINGSARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY DE EXTRMOIATEO FROM THOSE SHOWN. - 2) IF THE LOADING TYPE CANNOT �``ONY LYN�y roe BE DETERMINED. USE PW RECTANGULAR LOADING. 3)SEEPR000M&AFPH0VALFOR No. 58]OS ACTUAL ANCHOR LOCATIONS.