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HomeMy WebLinkAboutNotice of Acceptance/Product Approvals • :tea, 4 B•DAJDE MIAMI—DADE COUNTY, RIDA PRODUCT CONTROL SECTIONO DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomv 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(?n Miami-Dade County) and/or the ART(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 ii ediately 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 1vli t i=Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product _S Florida Building u5v;"111dil dnig the High Velocity Hurricane Zone. DESC 'TION: Series "Ell-5455" Outswing PVC French Door w/&w/o Sidelite and Transom-N.J. Pit ..vz 4 Fri ivy• n,a�a,i g 455.1;_cerse�tiJlerlr-nyl-"Rx. z-'.5-ov a� T/TR", r..� sheets 1 through 12 of 12,dated 05/07/13,with revision C dated 04/10/17,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 ( MISSILE IMPACT RATING: None_) s _ LABELING: Each-unit shall bear a pennanent label with tb.e manufacturer's nacre or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and • • followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done ha 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 INA No. 16-0126.06 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. • • - NOA No. 17-0504.06 MiAh4FDADE COUNTY Expiration Date: January 23,2019 • / 10511 Approval Date:December 14,2017 • • Page I .•" . f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 13-0815.04) 2. Drawing No.MD-455.1, titled"Vinyl French Door and SLT/fR", sheets 1 through 12 of 12, dated 05/07/13, with revision C dated 04/10/17, 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) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per. FE C, TAS 201-94 • 6) Cyclic Wind Pressure Loading per FEC, TAS 203-94 along with marked-up drawings and installation r,;iagyarr, of a Series-D-5570/FD- 27 70 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-8717, dated 111/16/15, signed and sealed by ldahnis Ortega,P.E. (Subniitted wider previous NO.4 No. 16-0126.06) 2. Test reports on:-1) Air Infiltration Test,per FBC, TAS 202-94 2) Unifoun Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FEC,TAS 202-94 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya, Sr., P.E. (Submitted under NOA No. 13-0815.04) 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr., P.E. (Submitted under NOA No. 13-0815.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0409.01) 2. Glazing complies with ASTM E1300-09avattiOr Man •i Pe -z,P.E. • Product Control ..aminer NOA • -0504.06 Expiration Date: January 23,2019 Approval Date:December 14,2017 E-1 PGT Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. • QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid.PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, • expiring on 09/30/19. (Submitted under NOA No. 15-0409.01) 2. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", dated 11/06/14, expiring on 09/30/19. (Submittedurnder NOA Ne. 15-0409.01) 3. Notice of. ccept�nce No. 13-1121.01 issued to Vision Extrusions Limited for their• series "VE 20.00 Tan 202 and lighter shades (Non—White) Rigid Ce Iular PVC Exterior E-fir!sions forJWindows s_ .;1.Doors" dated 01/23/14, expi ing on 01/23/19. (Submitted and /10_A.No. 75-0409.07) 4. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14, expiring on 01/23/19. (Submitted under NOA No. 15-0409.01) , 5. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their • series "YE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11, expiring on 12/29/1.6. . (Submitted wider NOA.No. 15-0409.01) 6. Quanex .Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2-°F, ASTM M F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G. Durability-No Fog-Pass. (Submitted under NOA No. 13-0815.04) 7. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- , in/ hr.-ft=-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon PeiLueance-Pass, • ASTM E 2189 LG. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 13-0815.04) 8. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.04) 9. PVC-A4MA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAIvIA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815.04) 12/1 �i - tf/J Manuel Pere P. • . • • Product Control Exam';er NOA No. 17-0504.06 Expiration Date: January 23,2019 Approval Date:December 14,2017 E-2 I a 3 ' • I I • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT l'ED E MATERIAL CERTIFICATIONS (CONTINUED) 10. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. • (Submitted under NOA No. 13-0815.04) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Progam. (Submitted under NOA No. 13-0815.04) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5th Edition (2014) and FBC 6"Edition(2017) dated 08/16/17, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest and of independence, issued by manufacturer, dated 04/28/17,signed and sealed by Anthony Lynn MUer,P.E. Laboratory compliance letter for Test Reports No. FTL-7370 and FT:U-7338, issued by Fenestration Testing Laboratory, Inc., dated 05/23/13, signed and sealed by Sorge A. Naya, Jr., P.E. (Submitted under NOA.Na. 13-0815.04) G. OTHERS 1. Notice of Acceptance No. 16-0126.06, issued to PGT Industries, Inc. for their Series "FD-5455" Outswing PVC French Door w/ & w/o Sidelite and Transom - approved on 05/05/16 and expiring on 01/23/19. • Manuel Pe--z, .E. - Product Control xam ner NOA No.1 -4Y 4.06 Expiration Date: January 23,2019 Approval Date: December 14,2017 E-3 • • • . SERIES FD-5455 DESIGN PRESSURE RATING _ IMPACT RATING NON-IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, NOT RATED FOR MISSILE FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 4 8 5 IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). • TABLE 1: 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. s__ I Min.Edge Mln. Group Anchor JI Substrate Distance Embedment PRODUCT REVISED 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. — — 0a c.+mplyin9 y+lrh ilia k'lnnua MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF • Ungrouted CMU,(ASTM C-90) I 1" 1-1/4" 9rildir�eCcde _pSQ;t.©n(noO NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A 3/16"Elco Ultracon hu,;l,w,wa N°-„,.•_._. wl l _Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" fepl non Date, •.� " 1 41 MASONRY ANCHORS MAY BE USED INTO'WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-1/2"THICK P.T.Soulhem Pine(SG=0.55) 1/2" 1-3!8" ���, ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO #10 Steel SMS(G5) Aluminum,6063-T5' 5/16" 0.063" !"y ./040 product SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE ##10 410 S.S.SAS tr,,t11 DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THESteel,A36` 5116" 0.063" ##10 18-8 S.S,SMS Steel Stud,A653 Gr.33' 5116" 0.063" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ___� B P.T.Southern Pine(SG=0.55) 1/2" • 1-3/8" ° C)UPDATED TO NEC 2017, 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.41(SI MIN. - PER ASTM C1107,(DONE BY OTHERS).MAX.1/4"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH 3/16"Elco Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 2-1/4" .• ADDED SPACER DINGS., OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, Concrete(min.2.85 ksi) 1" 1-3/8" ,e' REVISED#22-JR-04/10/17 3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE 1/4"Elco Ultracon Ungrouted CMU,(ASTM G90) &112" 1-1/4' AUTHORITY HAVING JURISDICTION.COMPLYING WITH THE FBC. P.T.Southern Pine(SG=0.55) 9/16" 1-3/8" 2 0 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT #12 Steel SMS(G5) Aluminum,6063-T5' 3!8" 0.071" `-• CO "'a LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR #12 410 S.S.SMS Steel,A36' 3/8" 0.071" w CORNERS OF THE FRAME.EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY o r #12 18-8 S.S.SMS 0 w FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE Steel Stud,A653 Gr.33' 3/8" 0.071"(14 Ga) 111 otos 0 ui INSTRUCTIONS. — • 1--. "� P.T.PTSouthern Pine(SG=0.55) 1" 1-3/8" (D v ii S a, 7)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. 1/4"Elco Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 1-3/4" _Io J o a a 0 USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO C Concrete(min.2.85 ksi) 1" 1-318" - O., o Z to oc RESIST LOADS IMPOSED ON THEM BY THE DOOR,SIDELITE OR TRANSOM. - - Concrete(min,3.35,ksi) 1" 1-3/4" I o U '7 e un�o p 8)DESIGN PRESSURES: 1/4"Elco 410 S.S.Crelef-le;; -Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Z u` stirs A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. P.T.Southern Pine(SG=0,55) 1" 1-378" o j n J 'B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS • PER ASTM E1300. 1/4"Elco 18-8 S.S.Aggre-GsIor Concrete(min.3.27 ks1) 1-1/2" 1-3/8" o z ;7- $ rn C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN.ASD. _ Ungrouted CMU,(ASTM C-90) 4" 1-1/4" 0 Z o 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE D 1/4"Elco Ultracon� Concrete(min.2.85 ksi) _2-112" 1-3/8' REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1/4" Elco 410 S.S.CrCISFICX Concrete(min.3.35 k5l) 2-1/2" __ 1-3/4" Iaays 0 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO m•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. - O CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 0) � D 0 Z (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. _ F- Z • TABLE 2: O 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.O R VISION < W Z 01o�S EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. Type De ecti(7tionTempered-5/0LLo K t# ` 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. —1 '1/8" "Airspace-110"'i empered ¢ W Z z. 0 12)REFERENCES: 2 13/16"Tempered-1/2"Airspace-3/15"Tempered 5 (00 Li- TEST LTEST REPORTS:FTL-7339&7371 SEE SHEE r 3 FOR SPACER INFORMATION. 01111 '.050O a9U0S NOA'S:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S, ENERGI FENESTRATION SOLUTIONS USA.INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND `1 I l 1 I r I I I y y/ BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA '/ `�O<JY ORA/ ',� 13)THE 5455 SERIES IS ALSO KNOWN AS THE 455 SERIES. r. \'��''1,10ENgF'•..(� GUIDE TO SHEETS: r No.68705 Material Mln,Fy I Mln.Fu GENERAL NOTES 1 _ * _ Steel Screw 92 hal 120 hal ELEVATIONS 2 • - . 18-8 16.8 Screw 60 hal 95 hal GLAZING DETAILS 3 CODES!STANDARDS USED: -"D _ { 410 Screw 90 kel 110 kel DESIGN PRESSURES 4-5 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION X13 •-• 5 ATEA F/ '•!• QV Elco Aggre-Galol® 57 hal 96 hal ANCHORS 4-6 •2014 FLORIDA BUILDING CODE(FBC),STH EDITION - T INSTALLATION 7-9 •ASTM E1300-09 ,6\r, ...<ORIDP.•''G\?� Elco UIIreCor1® 155 kol 177 kat EXTRUSION PROFILES 10 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CroIoFlaEm 127.4 hal 189.7 hd PARTS LIST 11-12 °ALUMINUM DESIGN MANUAL,ADM-2015 - // S �\ '// 'ONALtE1� 6063-T5Aluminum 16 kol 22 kel CORNER DETAILS 11 •AISI S100-12 A36 Slee! 36 kel 56 hal HARDWARE DETAILS 12 •AISC 360-10 A.LYNN MILLER.P.E. Gr.33 Steel Stud 33 hal 45ke1 P.E.%58705 " EXAMPLE CONFIGURATIONS 40" r-,40" �- MAX MAX. -1F-7 38-314" � 38-3/4" TYP.MAX.S" 1 (M ? 76"MAX. - TYP.— MMUL ►—MAX. t- 1"MULL'MAX.SLAB 1"MULL —*-I WIDTH —, '( / _ . CT SE / F as• cr.Inph:ia8 wilh tI fhlrsia • - - dui!.�nu•Cml° \' // 9.SL HEIGHT // 1 r• � / I\• /, / $,_U r / -__,.h / MAX.SLAB (ALL DOOR ) p if D•tiani.;adn <n3ucfCaa- \ HEIGHT • CONFIGS.) \ 1I -(I'. \ 17,1 / \"\ `\ / C` _ \ 0 C)NO CHANGES THIS SHEET •,\ /• •\ (-v Y- \ 'JR-04110117 OIX(SFIOWN)OR XIO JXIO. TYP.DOOR SLAB X U > r Baa (WIDE STILES AND WIDE RAILS .(NARROW STILES AND WIDE • SHOWN ON SIDELITES) RAILS SHOWN .N SIDELITE51 Ce �(-` LO O 30.8 FT'MAX. 30.8 FT'MAX. a 0O ui DETAIL SEE SIZE RANGES SEE SIZE RANGES 40"MAX. _ 3&314' }h o A 0l°0 0 HORIZONTAL -_I„—. .,1 MAX. �I 0.N V in HEFT H FROM TABLE 8,SHEET 5 FROM TABLE 8.SHEET 5 MULLION f f , LENGTH _ op a o ' 0 LL W CO g 4 =D.) m �f3 40" I 40" U U i s n°J0 .°N 76"MAX. MAX. MAX. I F Z ' O ° D. —r-(k+— 1"MULL(X2) r TYP. M 1016U- 6" TYP. p W F- I+— 1"MULL DLO DLO O • : 3 U) Z .- \ Z O O / a F- N / ,\ / 111" "j( / \ MAX. MAX. // s� 1"MULL J ct• /� m O !a°v5 f HEIGHT / HEIGHT /1 / `® E Op LL F / `\ OR WIDTH / OR WIDTH / 96"MAX. � � ZO Z VERTICAL Z / / /. : / .\ MULLION // ,/ ei Q W U 'I°'S // '� // //Pg- / LENGTIi /\ / , / p W V \ U Z_ O \` 11„Ilfffl/ /, OIXXJO SINGLE 0 • SINGLE 0 010(MAXIMUM OF 2 _ • �. 0p1Y LYN/y4� .,� (WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) �'��'•�10ENSF'•.��� RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES). RAILS SHOWN ON SIDELITES) (WIDE STILES AI•ID NARROW 0/0 WITH O/X WITH -:- F': •.� RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL _�.: No.58705 NOTES: MULLION MULLION _ _ . 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. 1 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES -"0 '. ,�p 2 X_ 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW ��O••'. �I / •:•��/` 4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. ON RANSOM& RAILS ILRSHOW ON - T '•'�OORIDIF`.•P'‘'\.. '• \?� 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS , �`SS C�v� 1. G A REFERENCE FOR SIZE LIMITATIONS. ////��NAL IE�\ — A.LYNN MILLER,P.E. PEE 56705 1 I • r — _ . . T SILICONE DOOR,SIDELITE&TRANSOM � I' GLAZING DETAILS STRUCTURAL 1161.1 1/4"NOM. POLYISOBUTYLENE WITH DESICCANT0 h 7!6"NOM. 718"NOM. EXT.GLASS 3B KODISPACE GLASS STACK 11 GLASS STACK 4SG TPS PP ODUCr REVISED -__ _ _ / us complying Willi eK Florida INT.GLASS Dodding Qak I ..,, o, 518'AIRSPACE 1/6"TEMPERED GLASS 1/2"AIRSPACE 3/16"TEMPERED GLASS EmairallonU a ie. .k.• 1141 116"TEMPERED GLASS STRUCTURAL HOT-MELT BUM l4 / '!E' 3116"TEMPERED GLASS �� Miami ode PrMlUct�.__. SILICONE )1 FOAM 0116"NOM. 0 nns WITH 1•f i i 27 mu- WITH • EXTERIOR PIM ctAes Erre EXTERIOR •`i..lb „ GADDED SPACER DRAWINGS- • © � • •� 11 M GLASS BITE / r 12;2•1•.' © L� EXT.GLASS 39 SUPER © , m JR-04110/17 ,�+�j�i �/ i �I SPACER NXT 0000 i 0 000r 41 �" > Lt MR C1 42- INT.GLASS z r "'6 1111, 0 alo0 O >-n z!y IT U) ALUMINUM 0 V GLASS TYPE 1 GLASS TYPE 2 REINFORCEMENT O J o a s o . " Z LL V o m5/16NOM. U o ee - BUTYL 8 11.1 c0 a CC uup .o/4 . ' v _Sale —,7. W'T _ FOAM ;> ; k / G DURASEAL® o r EXT.GLASS / �B SPACER z U z LL • 7/8'NOM. 7/8"NOM, GLASS STACK �I GLASS STACK I `— Q O INT.GLASS ,,,g1O IaaeS • 0 • v O JF 5/8"AIRSPACE I 1/8'TEMPERED GLASS iir AIRSPACE• 3/16"TEMPERED GLASS , gill F V Ia- Z • • arw5 POLYISO- DESICCANT FILL AREA uu.. i.,„ 1(8'TEMPERED GLASS 3116"TEMPERED GLASS BUTYS SEAL 5/16'NOM.41- .� z v r SILICONE SEAL 0 Z N 27 ROLL-FORMED I/' > O U- EXTERIOR ® _ _•_ tuts• EXTERIOR STAINLESS STEE,ei, i-....•.4 1 GLASS eITE 7•t=i i tou,sitis8:3, TMolll 'prop saua5 �1•.•�•. _ I ._.�r XL EDGEa ■ - -J © 41 ,....„. (11111,rt/rrr� iiiii/ • ► • � i�44M EXT.GLASS ` SPACER s?LYNN '' 11 .., ,\\,... 36 39 40 1� 4. • 0..„,. .....,.....„ Cl ..10 -; . f� INT.GLASS ..: ,,,.• _ No,56705 43 7Y 42 / Part f/ Description Materiel %S',3.,'•�/.2 �};•4-` GLASS TYPE 1 GLASS TYPE 2 311 Kommetling 4SG TPS Spacer System •-•„..,....,' F oRlATE ,F •- rte` f See this ' .OR...•'••'•�,,� SHOWN IN.SIOELITEADAPTER SHOWN IN SIDELITE ADAPTER 39 Quanas Supar Spacer nXT with Hol Melt.Butyl Sheet for �''•rsypNAL AG`` 40 Quenez Duraseal Spacer Malerlals ''i/r I I I l I I t`'` 41 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8908 8 8970 A.LYNNMILLER,P.E. P.E.H 58705 • SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION (X) (XX) 4'O.C.ma, (010) (XIO, OLX,XIX, OIXIO,XIOIX,OIXXIO, ETC) SEE TABLE 4, SEE MULLION CLUSTERF _ SEE MULLION CLUSTER THIS SHEET, '� 4"MAX. - I 4"MAX. --*-I I-.- ASTRAGAL FOR QUANTITY, r/� ``� DETAIL BELOW �� �� DETAIL I 1 CLUSTER SEE TABLE 1, ! ATTACH DOORS AND 1 I - SHEET 1 FOR - -iiiig -,.-.� MAX, r-I F, 9"MAX. MIN MAX. ! - TYPE —___\\_.. -..--- EIO MULLION A9 PER PRODUCT REVISED rI 1 1 ,(: ♦ es complying with Ito Florida NTERED Y I - -}-•� 'j/ / THE INSTRUCTION •r (o)'< Duiiding Cods I I I 1 I OF THE INDIVIDUAL Acce;nahce 14+ I "�" y� BETWEEN t CENTERED I DOOR OR SIDELITE ii ! N ' •0 - Erupir:nioa Dote AG 'D(1 _ HINGES BETWEEN 06"MAX. I, `I! 8j, 1/ "' -_- SEE I HINGES MULLION <.� ` 96"MAX. Micro/Dsdo Product t';orta' NOTE 1 LENGTH IN ' TABLE 5: MULLION i - 12'O.C. NOTE 1 //////j ) IIIMAX, LOCK SEEIII I VERTICAL } / VERTICAL MULLION ` LENGTH IN. CENTERED I CENTERED APPLICATIONS • VERTICAL I DESIGN PRESSURE BETWEEN 'i 'T BETWEEN SEE • / APPLICATIONS c HINGES HINGES +/.70.0 PSF •'C)NO CHANGES THIS SHEET NOTE 1 , / .s JR-04/10/17 1I H 11 oc 10.5/2" L i {- ! t ! SIDELITE •-I SIDELITE SIDELITE 7 DOOR • MAX. I_ L( 9 MAX. IMAX" L II Imo\.1-.111111 r u r U fANCHOR REQUIREMENTS 1__ ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS j A°b- SAME AS HEAD SAME AS HOAR SAME AS HEAD • SAME AS HEAD -,__ fr a to Q X XX,(USING ASTRAGAL) MAX.,..+' , MAX n ama co / MAX^ ,\`"MULLION 0/// `�\"MULLION 0 �¢ Ci i TABLE 4: 4"O.C.MIN./ 6" 1 q"O.C.MIN. 4•'O.C.MIN.r q' 1 4"O.C.MIN. O-� o TABLE 3: J �1-# i I - 1 tz Cl2 DOOR - XX poor.Astragal Cluster Anchors Required I , r I 1 1 z 8 o 6 DESIGN PRESSURE 1 I @i Head&Sit! i �---'1 SEE TABLE 6, .,.I I SEE TABLE 6, t0�7 U o 0 a uaw +1-00.0 PSF Gloss Type 1 Door WIdlh(in) t --- I THIS SHEET, I ,1 --- I THIS SHEET, F-Z 7 u OMO FOR ANCHOR FOR ANCHOR W +1-70.0 PEE Gloss Type 2 48 60 72 76 1 SIDE- SIDE- + 1 SIDE- DOOR rte- F-} F H \ / QUANTITY,SEE " QUANTITY,SEE r 7 J al • o ❑ . LITE LITETABLE 1,SHEET o Z Q „� TABLE I,SHEET 1 LITE / at co '.. t m `o n u m `m `U c R 1 FOR TYPE �" 1 FOR TYPE z0 0 a I' C9 ac',23 4 6 a UE 4(2 `5 UE' Q t'E1 f7 `TABLE 6: / , — , V BO 4 4 4 5 4 5 4 4 Anchors Required for a Vortical Mullion leech mullion end) FOR'O)XXIO' .A? N 00 w I°W3 96 4 5 4 6 4 6 5 4 Door or SldclilefTransom Width IS AND SIMILAR a. IE ai 0 : /2 12 24 32 30.3/4 40 CONFIGURATIONS qh U 0 Z •• o D CONTAININGA LLt °Tos TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(0/0) mo"..a a e o a s ,.a 0 a a e,n a ,_a DOUBLE DOOR. w a _ Hatghl 2 2 o. (XX),USE U u1 MULLION ATTACHMENT&INSTALLATION M) a 4 ONLY HALF OF ° U 0Z V Door N/A 2 I 2 '2 1 3 2 1 'N/A WA'NIA' • THE FRAME - til, Wf1 ATTACH DOORS, SLT/IR ea 1 2 I 2 2 1 3 2 1 3 2 1 WIDTH OF THE U Z CO 0 SIDELITES& - Door WA 2 f 3 2 1 3 3 2 WA WA WA DOUBLE DOOR 5 p lL TRANSOMS TO THEJ ____ z/ `•• SLT/N 96 1 2 I 3 2 1 3 3 2 3 3 2 WHEN USING am( .°s0a sagas MULLION AS PER \� `• THIS TABLE. _ THE INSTRUCTION = / 1'MULLION \owning'',/ OF THE INDIVIDUAL 7RANSPLI `,�� 6- 1y INSTRUCTIONS: ,. `•\'' ��(LYNN /rr PRODUCT �' -^ �'- _ 1 I ' 1 HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR .�`,3_,• �/ IMAX I I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH .�'t`+•_.• CIGENye '!.�' I APPLICATIONS HINGE LOCATION(RECOMMENDED F10 FLATHEAD EMS OR 3/16"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). �: •P SIA / 1 6.1/2' /ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR x' No.58705 " rjii ,/ MAX. / TWO(2)ANCHORS EXAMPLE,ON AN"X(O"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION ANDTHE SIDELITE MUSTEACH BE /�TABLE 7: R' 1 ..-) - / (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. :LZHORIZONTALMULLION E �� / MULLION END. 4 I, .0 I DESIGN PRESSURE l - '--�� NOTES: . T( l(/� %4 • SATEo 1)SINGLE DOOR MAYBE LEFT OR RIGHT-HANDED, 'I(‘ '•. +1-70,0 PSF M1 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. �.,'••F<ORIDP.••' \�` \ 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATION@ MOT SHOWI'I MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. '//SjOf\fAL 041\`` TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TOS BE THE OVERALL ASSEMBLY OP. ///I t Ill 111111 STRUCTURE OR RADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 95'IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. - TRANSOM AND DOOR/SIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.1/00705 j( r • TABLE 8: Sldellte/Transom Design Pressure(+/-,ps1)for Glass Types 1 0 2 I Long Side(In) • • - . 63-3/16 66-5/8 68 : 70 72 76 78 83 84 88 92 - 96 _98 104 108 111 , 24 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/_70 +1-70 +/-70 +/-70 +/-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 • j - 32 +1-70 +1-70 +/-70 +/_70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 ' FF UDUligP 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +-1-70 +1-70 +/-70 :w (8)LlD complying v4ih Ow:16rdde - - 38-3/4 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 funding Code • • 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 Aces/ie..,i•b ( 4.0 +;adcn Dara -=.,. 19 -71 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +1-68.5 • ,.,,rr�yy��QQ,,� 44 +/-70 +/-70 +/-70 +/-70 . +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.6 +/-68.6 +/-67.7 +1-67.3 limnil pcodoctl]r'LY,f11� . g. V 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69,4 +/.68.7 +/.67.6 +/-66.5 +/-65.6 v co 48 +/-70 +/-70 +/-70 +/-70 +1-70 +/89.9 +/-69.1 +1.87,6 +/-§7 +/85.8 +/84.7 2 60 +/-70 +/-70 +/-70 +/-70 +/-70 4-1-668.4 +/-67.6 +/-66 +1.65.4 +1-64.1 C)NO CHANGES THIS SHEET • N 52 +/-70 +/-70 +/-70 +/-70 +/-69.1 +1.67.1 +1-66.2 +1.64.6 +1.63.9 •' JR-09/10/17 Ce 54 +/-70 +/-70 +/-70 +/89.2 +/-68 +/-65.9 +/-65 +/-63.4 56 +/-70 +/-70 +/-69.7 +/88.3 +/-67.1 +/-64.9 •+/-63.9I _ 58 +/-70 +/-70 +1-69 +/87.6 +/-68.3 +1-64 '' `1• LU ci co L 60 +/-70 +/89.6 +/-68.5 +/-67 +/85.6 _ K ,' 62 '+/-70 +/-69.2 +/88 +/88.6 o _a co e- 63-3/16 +/-70 +/69,1 +/-67.9 +/-65.2 U N °z Z .i.0 Q' 86-518 +/-69.1 +/817.9 Ir O '6 0 Z --C2CO Z CO a c, UUo 9E g • SIDELITE/TRANSOM INSTALLATION(0) . CO 0+010 oN IW-.Z Hi! t 0410 28"O.C.MAX. • 23-1/2'O.C.MAX. o Z• C, u r IF SHORT SIDE IS 28"O.C.MAX. 23-112"O.C.MAX. IF SHORT SIDE IS _ 0 U- IF SHORT SIDE IS Imo_ .'SI • IF SHORT SIDE IS 40"OR LESS OVER AO' 40"OR LESS I I_ OVER 40" Lt) rl 1 LI --�� ____ _f I I IN L I J L J N 0 W 1aa45 (-1-1 r 1 U 7 r-1 �_7 - SEE TABLE 9, _ (n SEE TABLE 9, 28"O.C.MAX. SHEET 6 FOR • U �. Z 28"O.C.MAX. SHEET 6 FOR IF LONG SIDE IS I ANCHOR q Z ale's IF LONG SIDE IS ANCHOR 40'OR LESS QUANTITY,SEE cc d 40"OR LESS QUANTITY,SEE• _ _ O TABLE 1,SHEET 1 LL Z rD TABLE 1,SHEET 1 �- F' d' -- FOR ANCHOR . tu --I C7 FOR ANCHOR /� TYPE. c0i Z W O 1 TYPE. W J�-_-__ olil 'osa0 say's 23-1/2"O.C.MAX. ' 23-1/2"0.C:MAX. IF LONG SIDE IS \11• 111 '711/// IF LONG SIDE IS OVER 40" 1 \s',rQNY LYNN dj�,//.i� OVER 40" _ _ 1 ' 17 L-_J J ;,J 12"MAX(LONGSIDE) I '' -- t 1 12"MAX(LONG SIDE) I 1-----T _*.: No.58705 6"MAX. L I I J ._..� 6"MAX. "- f _ /,^ (SHORT SIDE) �'- (SHORT SIDE) •-"'-1 ^-0 ,(A ` (NARROW STILES AND NARROW 7) -•. ntr--*"---.4-72•1 L'(•=1-1-?../u (WIDE STILES AND WIDE RAILS SHOWN ON SIDELITES). --D . T �: RAILS SHOWN ON SIDELITES) !���s'-.. O•RIO?'.•'•• /iS10NA1 r�?\\ NOTES: 1)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDELITEJTRANSOM OR MULLED ASSEMBLY. j.;, • A.LYNN MILLER,P.E. 2)SIDELITE/TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. I P.E.1158705 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. . - J I'.i T to Z 0_ Short Side On) D O T a m 03 m� qq f� (� r� aa ..pp r� N r A N g 1, N g m S A N O m N A N O g Gl N m A 9 N O 8 a Z o No N r N r N rN r N r NoNoN r N r N r N r N r No N r N r N r N r N yN b oSb to >. oomm oooao 3b3m3b3Ce P. 33m Ce. 3 3.3m 3(0 3m 3. 3b 3m 3. 3D P. =Oro mm Nm NN NN NN mcomm mNNN CON mmmm NN f/)N NN NNNN No)NN O m m m m m a m m m a m m a m a m a m m m m m m a a a a m a m a m a m a m a � y m m m m m m mmmm m m m m m <m - Anchor O m D m m m m 0 m N N N a CO a m a N a Cl m m m m m m w m W a N a N a N a N a N a N Grob A m Oyz P g o •nchor IC Z D a a a a a a a....La 00003000.0.0050 a W a W a N a N A N a N A N a N Groups B.D m 90P P -r m N Anchor _ I 0' y> m m co m m m m CT m A CO A m a m A m CO N w m W m CO m CO m N m N N N A N A N A N GroupA m =DZyj 0 m O m a a a a a a a A a W A W a W a w A w a W a W a W a W A N a N a N A N a N a N Groups&D o Anchor m m r . >O c'3 Anchor mCmCmWmmmCNNmNmNANaNaNGoAD C m z X Anchor m ro Fr a a a a a a a m a m a m a C A C a m a w a W a w a N a N a N a N a N a N Grou B-D Fr N 11 zo m Anchor N m m m a m a m a m A m a m W N W m W m W m W m N m N m N A N A N A N GroupA O rn Anchor m 71 N as as aw amain am am aw a41 aw aw aN aN a0aM aN aCGfoUps B-0 O C7 z rn ;EI m m A m A m A m A m A m co N co m W C)co m W m N CO N m N m N A N a N Anchor rrocu o A P Groups 1343 a a a W a W a COA W Z m A W A w A m A w A N A N A N A N A N A r,,Anchor �' N z B-0 o O zi Anchor Q ma m[a ma m co N co mw mw mw mw CON CO 10 CON 0110 CON a N Group 3 Anchor m ✓ a WA W A co a co A W a w A w A m A W A N a N a N a N a N a N WI Groups B-0 0 tiAnchor m a m a or m m W N W m W m w OW m N CO N o,N CT N N N A Ni Group N Group A m m I a W a W a W a W a w A w a W a w a N A N A N A N A N A`" nchor Cn < 'Groups B-D a Anchor "a V W V w-.,w-W V W m W m N m N m N N N N N a N p' GroupA N Anchor m . Swa W a WaW AW aW aw aNaNaNANAN aN;'Groups B-D c y a O mN Br W • NNN N: :g0 NW • NNNNv o Anchor I• ''''''"111:5 -111 N N"'N GroupA 1111!11111111111111 '11111111111i `T: B V w,W V m V W V N 0 N 0 N m NIC)N CT '!Anohor GroupA I 111 III II I rn • c2 L I nm�i WIu w v w e N Nlm N N 0111,l0111,m Groups ups B-D "11"1 1 I ICO CICO w m 0.1103 N.o o vINIoININ NI.NI,Anchor Group A ° m m tTL� •nchor --I In W Cn W(T N C.i N(TN CT Nl ullrv�rn Ni Groups B-D I11I I ICO I I I (Anchor i m C m N m N 'N N N rT',Group A nhnI�111111IImInfo��N(T Nim N CT N'N NI0 N,,Gf UP9 B-D ' linlill o -,NlmIk: or m m N N Nim N tT N. N N m N CO N(T N U )mN�N�N-�NmN;• m NCO N m NI m N CO N." • Anchor CO N CON CO N CDN O N CO N - &0U A •nchor ' ONONOINONONON N Groups B-0 \`'1�1V I�Iliri/,r pop.......4- ReN2nmTom^."y' . � * '7 ' 1070 TECHNOLOGY DRIVE ' _. �. -.,-s`��•.. • .. ...tij, N.VENICE,FL 34275 go 5! Rir.b c. •`\�• . yo - - (941)-480-1600 o i p°n . ji Z -Z'O ` - (1:-4`- ® COPYRIGHT®2017 PGT INDUSTRIES,INC. V O a ='� c 3 -iD;A m © 1.'r- :j - CERT.OF AUTH.#29296 ALL RIGHTS RESERVED rn cn Lb n m 2 HA 3tT2p � 'rrr'r_� �VINYL FRENCH DOOR AND SLT/TR `` 5/7/13 �, �� �F'' • ....••���\�� o SLT/TR ANCHOR QUANTITIES om J ROSOWSKI m• \�CC 0 FR T 1 _ •.2 rriinnr1111 m FD-5455 NTS 2 60F12 oz° MD-455.1 C • • F,' II . is , 11II' EMBEDMENT 114° INSTALLATION �F , T MAX. OPTION 1 17_— gl SHIM , ® INSTALLATION ANCHORS 1 EDGE L 0 INTO 2X WOOD. -._ ® • _�- ' DISTANCE ��jj '` !, •.. 1,,,.....r......., O O /Inn 67 ,,:I ^ 6B I "" \ ,11, . . TYP.ANCHOR TYPE, I g ' j EMBEDMENT AND �' PRODUCT REVISED EDGE DISTANCE PER 33 affR�� ®'�. ca cnnplYinB.°III.IF'"Fl`rcEdy SUBSTRATE,SEE _ B•dlding Code I • TABLE 1,SHEET 1. ��r Q E lm \" -- I J Acogation tnt 0 " • - i YI Expiration ooe U,rtc •: O� _ • 1 ANCHOR PER HINGE I�JI ama•n I '"i" ��I � \ ••m• \‘'1. .. BY (�I, .-' r TO BE THROUGH l-�/ i�1111111111 \r \ / __.___ -. plilm D.Ao'raluet C•" SUBSTRATE,MIN,#10 •„ ••11111 L L _ _ I�� FLATHEAD SMS,SEE — — ��l `7_/_`:� ��/g�' TABLE 1,SHEET 1. 72 S EXTERIOR \ 271V j �47 X40 �'�(7 jL) -�53 \✓ °C)NO CHANGES THIS SHEET 1r ` (20-/ JR-04110117 A 70 DETAILC) 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR —.- - 2 U OR FRAMING,SEE ( �- Lu r U) '�=a NOTE 2,THIS SHEET / DETAIL vi N O TYP.ANCHOR TYPE,EMBEDMENT 0 Lg w V) s_ AND EDGE DISTANCE PER I }n 21 =IeU O vi SUBSTRATE,SEE TABLE 1,SHEET 1. 0 cN 3 N TYP.ANCHOR TYPE,EMBEDMENT AND AVOID INTERFERENCE WITH O m u a --i • EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 1B TYP.ANCHOR TYPE,• O J Op n 0 EMBEDMENT AND Z LL m c� TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EDGE DISTANCE PER • STAGGERING LOCATIONS. 23' ____EMBEDMENT AND EDGE SUBSTRATE,SEE' U(Wj °- ..xe EMBEDMENT — --.-I 1f4" ' l DISTANCE PER SUBSTRATE, l�` LU Z w CC .14MAX. ® 23 10 — I SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. ZSHIM , ]LLI c,. JEDGE 16DISTANCE � 74 ` _' 1 ANCHOR PER HINGE TO BE ZTHROUGH SUBSTRATE.MIN. �� 1 QpIrI ��� ��� ,�, I #10 FLATHEAD SMS WITFI1,11,": r r1 -I �� META THREADS TE. •' ' CC INSTALLATION ..�,L METAL SUBSTRATE. ;52 O 1==vs OPTION 2 ' 42 .� 71) (7} ,� F ® � o cn INSTALLATION ,1 ` `r--'c-- �7 = Z' Z ANCHORS DIRECTLY :ri Pit IPTfO MASONRY. ii �..u� 1,',111111111H1 � � 1Glh ' �. 91 \ •� f Lill a sr�sL ,111\11\11111\I -Mil �� 2 )_ r/��,. �; w H h• � �� �.� z w o ® ) Z tl A 4 1 72 / ( ! I' =111 'osv0 seue5 47 48 • EXTERIOR - ...�� ti EXTERIOR�7 `�-- � 0 ... - `\I I 1 I Ili I I I 1 /, ®DOOR MULLION —� \ 18 70 V �0 20 .' ��� ONY 1.-Y NA/ /.,, 1"FRENC �� 1 : ��:.'C10ENSF• (( EXTERIOR DETAIL 1 ANCHOR PER HINGE TO BE THROUGH n DETAIL J, Q�. -f' SUBSTRATE.MIN.3116"FLATHEAD DETAILU �` • ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. , I _*: No.58705 INSTALLATION NOTES: .� 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DE USED ON • S ATE F • �` ��T�• F<ORIOP.•••G�=� ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112".IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO lii 6/ONAL 040`.. MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �/)) r I I I I t t 1\' _ _ 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. A.LYNN MILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. P.E.#58705 • • ' f i l• i•r,. I•I'. • • TYP.ANCHOR TYPE, INSTALLATION • 1 EMBEDMENT AND EDGE 1/4' DISTANCE PER SUBSTRATE, OPTION 4 MAX 23 10 0 0 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM F/_.AX_ -T. DIRECTLY INTO METAL. / (�]� I 4 L�� —� EDGE 0 11 HI 1 ANCHOR PER HINGE TO BE I I FilE., i DISTANCE THROUGH SUBSTRATE.MIN. O I • ...rnluru. V10 FLATHEAD SMS WITH It CCD MIN.3 THREADS BEYOND DOOR 67) 4METAL SUBSTRATE. VISIBLE LIGHT29 ) ^-- 23 • PRODUCT'1trvlsrn;� WIDTH(DLO �`\ / ascnmplyin tvilh llu Flaridn5 7® 71 \ 1-, / TVP.ANCHORailJiagCole-- - 111 - 'r J ' � _ '1._ �vTYPE,EMBEDMENT ��,.r,.}�,� I i(((`'''ce. T� �� ��' , _ J N. - AND EDGE Br��nt:anorith lido ll 1^ rida _ ._ • 4 Um \\I• 'Z \" 111\1t11\\H\\1 \ ,. -DISTANCE PER �/IIIIII A� I '� 1 r°, l>r I\IMAT 0 SUBSTRATE,SEE Dy. I�� '�I ��\���` I�11\6\1\11\1\11 ,\�'� `l �� �I / TABLE 1,SHEET 1. Miami • • IO4UN1•'? ill ��� — III'`�7 ` \ �w •�, 52 • Iii.. . EXTERIOR •© . ® \�/t` r .-) EXTERIOR 4 �,I /am II Ij•1•f • 'O C)NO CHANGES THIS SHEET 1'FRENCH DOOR MULLION q7 ® ® `G////.� ::' a JR-04110/17 DETAIL0 \ MIAMI-DARE APPROVED • MULLION(SEE SEPERATE o _ NOA),ALUMINUM,STEEL ? 3 � R DETAIL�E FRAMING OR STEEL STUD, '- "aa INSTALLATION OPTION 3 -'-----" DOOR FRAME WIDTH - p N oujo70 CO • INSTALLATION ANCHORS THROUGH TYP.ANCHOR TYPE,EMBEDMENT U' N d' ig 1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE p a' F.w -�, DISTANCE PER SUBSTRATE,SEE TABLE 1,SKEET • AND EDGE DISTANCE PER J r' n a p EMBEDMENT — —.--I TYP,ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Q J o rn 1/4" �8 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT-1-- • Z V_ � 'o • ° EMBEDMENT AND OR STAGGERING LOCATIONS. I 1/4" U U o ®� un/oi MAX. EDGE DISTANCE PER MAX. LLI ao Fi¢ K ' 0 'oN SHIM 23 SUBSTRATE,SEE —\ 23 10 SHIM 23 I-ZLll d' . t `. EDGE • TABLE 1,SHGET 1. EDGE o . H . DISTANCE , I��I �j1 DISTANCE / o m °u il.,.,ris I .,rm>•• V. 1G L VI z a •m TYP.ANCHOR - `� O Ia�vS TYPE, ® ®' '; S �33) © S' O EMBEDMENT • 16 gid' M1 6 - % ' 0. N Fes-- AND EDGE \`C v i� �� _ •O z i DISTANCE 47— • -f - ��;� ( ¢ Z aloas PER I . Y y. ... /'" \ S,- LJ fL�,' i LLI Q SUBSTRATE, • .mYrUL-lY-fl. }1 I 'tel ��G,Y.�- • O LL SEE TABLE 1. .„„,, e gSHEE1:::. T I. .° • , ptr__- _ _.. _- ' Jr [J O Z ZQl1_• • © Q J- \ g1 EXTERIOR �� �-- 4�EXTERIOR a>1osao saua5 PE UIREME R 'REQUIREMENT 1X WOOD .07 CPERANCHORU 17 32 NV LYNN���''�,EXTERIOR SEEN TRIP, SIDELITE/TRANSOM FRAME WIDTH - 18 orr ...•„-•,••!ZIPSEE NOTE 2, REQUIREMENT INSTALLATION �10ENSF • ��THIS SHEET, DETAIL G DETAIL C '; ' � lsy'i!lyN++�„:' • INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH • 1X BUCKSTRIP INTO MASONRY. {- I EDGE IX BUCKSTRIP INTO 2X WOOD. _ ^� EDGE{ ` • ill • y I- DISTANCE DISTANCE CONCRETE zx WOOD___ _ 0,IROMI PER ANCHOR o' I} BUCKSTRIP"'-�„"� '�. �~_© •-�f ® REQUIREMENT ORFRAMIN + (\'� � E i�r�l EMBEDMENT SEENOTE ,Y•,i ^"��_ �... \�`_EMBEDMENT,�!!�. `�.�_ • '" •. i THIS SHEET y �'I rg �.._ .•:..vv.__ t ! r K BUCKSTRIP,SEE �^•�.• 1X WOOD BUCKSTRIP,SEE PRODUCT REV15ELl •I NOTE 2,THIS SHEET. "s ,NOTE 2,THIS SHEEP. "�•.- µi - as compipinK with the Florida L�:rit •---`- J 1/4"MAX SHIMS /,( I I Buldiug Cuda via 025 ' _� ��` tp�T7" � -"lS i, y� V31/4_MAX SHIM';.1AcnePtanen hb (_C1�j ,C,T4 °� Expiration Dnro r ! j�jT�1 T' Ia -- F.-'-e-fl:'-'14 23 By /4 4441.,...`*-' _ Mipr•Dado Prod+xt f..crritraf/ TYP,ANCHOR c' - \V, "" I TYP.ANCHOR • 16 � / TYPE,EMBEDMENT v �� TYPE.EMBEDMENT -z��--*1'I_ x 7 J.� 1 I \ 29 AND EDGE J \_AND EDGE .�C)REVISED 1f 22•JR-04/10/17 • -lil V TYP.ANCHOR TYPE, L I DISTANCE PER SDISTANCEUBSTRATE, PER EMBEDMENT AND EDGE -Tt- SUBSTRATE,SEE .v.-- 0 v SUBSTRATE,SEE Ia \ DISTANCE PER SUBSTRATE, I I ` SEE IL SHE OLT TABLE 1,SHEET 1. ® TABLE 1,SHEET 1, • \\_. .SEE TABLE 1,SHEET 1.AVOID f t I DETAIL,SHEET 12 st 0 INTERFERENCE WITH I I \\ ti OPPOSING ANCHOR BY t \wl w i r CO -Aaa CHOOSING THE CORRECT 1 I 3 CL w C LENGTH OR STAGGERING it , rn O . LOCATIONS, 1E, =- DETAIL® h a1nQ_ cc 0 EXTERIOR 0 fl 1"• ,1 Ii L.J . ,i,l i 47 N 3 a i DETAIL®, J oa. -' p j V /1,../0. O co '�-��� I j( LL • rEj i $~•..Y V !..•1r J { SIDELPfE/ C')C� o� ®� vA.e 'I I 27 W Z d' x< �a .aN .. `viii/lin ` / TRANBOM C W E _DA10 I'''��I1 Imo_ DOOR • WINDOW FRAME > a-1. t-- /.141,,,r...„. T 111 . i f"'''''. ' DETAIL M® VISIBLE LIGHT VISIBLE LIGHT HEIGHT C Z v co HEIGHT{DLO) HEIGHT(OLD) r- p u. -----1„..........„- J".' I !I N) ` I DOOR f:'i'K•��•' 0 - a' rn L/ �• •" x{33 FRAME , rn o 1°°45 L���I.� / `� HEIGHT • 1 i17 i E� u O r,� CR INSTALLATION NOTES: ,Q,--(1.0,) EXTERIORI I I ( z Z alts \/J O W Q 1)USE ONLY SUBSTRATE•APPROPRIATE ANCHORS LISTED ON EXTERIOR DETAIL® •_ DETAIL , �- J TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE /`-� .j,j • V Z I- O LIMITS-ANY INSTALLATION OPTION SHOWN MAY BE USED ON \t-+ (NSTAILi' 'ON TYP.ANCHOR ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 5 Z LL OPTION 2 TYPE,EMBEDMENT 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE AND EDGE '+11 'saD sauas BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'.IX INSTALLATION 1.---r-,t--1 • INSTALLATION DISTANCE PER i{!t t WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 I 1 I I ANCHORS DIRECTLY 0 / SUBSTRATE;SEE _001111/1/,/, 1 ti i /,/, DIRECTLY TO MASONRY,WOOD BUCKS DEPICTED AS"2X"ARE 1 i I j 22 23 TYP. EMBEDMENT INTO MASONRY. �' TABLE 1;SHEET I. ��,,E`flNY LYNN i�,INSTALLATION ANCHQRS i1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE I 1 ANPE,Dti�7...4::::. '••�IGENSF••j�COF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS INTO 2X WOOD. I I / 1/4"MAX.SHIM OR :(nom%YAPPROVED BY THE AUTHORITY HAVING JURISDICTION. 24 i 1,--SSTTANCE PERt 1 "\` t 1:_t` �Ti H'!� 3.4 KSI NON.SHRINK, SUBSTRATE,SEE \— ® iiii /- „._,-;*::A.,.... y� No.58705 3)FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER I„� TABLE 1,SHEET 1. / NON-METALLIC _ .* SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE O � 4 GROUT-FULL _•,D �'t..---e,,,, _ S tsiu� • LENGTH C/ II II ZI FRAME OF THE DOOR,SIDELITE OR TRANSOM, FULL LENGTH 1/4”MAX.SHIM(__�___._ - r ) -- ... mu -/ 1t `� 1 ..4, -.-2.:.73 S ATE OF (4\ 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, "•��. .•� f •'•F,1.0R101‘.....,-_ ,`� ` SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP�� (—.— —..--•�1`• ('' EMBEDMENT CONCRETE PER �" EMBEDMENT SS '^••• \ SYSTEM. OR FRAMING,SEE _ �...--.,.„ /�..- (r•---,-..•....-_-- :^--�"" ANChiOR .1 ._._..__.._ /�i �C>NAL E��� NOTE 2,THIS SHEET ~~ - REQUIREMENT ��ttr+ltltys��� I EDGE DISTANCE `---•-{ EDGE DISTANCE -) A.LYNN MILLER,P.E. P.E.tt 58705 . I i l. l l . ' !I '; ' li ; [', ' ' , r- 1 1141 I{ 1�- 2.281' -.,--I 1 4.565" 4.922' 1 1 1 } .582" O Q4 , 3.925"• --.-L- , } 1.45T�D75" j� .500" .075" i I 1 V�/ .312' - 1.7so° J-_._ .__ .' 1.000" n m Qn 1.375' > ';\JCI'it4i.VISED • OMrn�E3q O SIDELITE ADAPTER aapyiu8with the rIntda L! n:il,t.v Code -S #20003,Rigid PVC Aae°tss oo Na -_C25.2 D[ FRAME HEAD&JAMB FRAME SILL PANEL RAIL&STILE 11- iration Mtn s. ,2011. I I O#20000,Rigid Cellular PVC O#20001,Rigid PVC 3 #20002,Rigid Cellular PVC Dy 'ler ' --.-1-' � 3.079" Aflumi D rodut Cmeto1 .182• I , 1.603"....--II-.- 1.500' ii ^-{2.146" - I-+- 2.488' 1.097" r ilk . Ili 'C)REVISED#22-JR-04110/17 1 Cr .761" .374,. "1I ::: ' • • -I- ELf' " 4.561' '1 r 3,564' 3.518" 3.518" .100" - O� le w u) O • 3.518" rn r .080" - .000" 3.918" 4 }ti a1°0 J O ai p • J II � I I 1 i O - <(D c� -+-1 1.075' f"- '�I .888" I-^- --'1 1.075" r.I W a µB 0 O a UMW() .ow HINGE STILE , TOP&BOTTOM RAIL O PANEL STILE -� -�II/ I r z C into O5 1.075• 1.075" 1.000" I-+- o W > F REINFORCEMENT REINFORCEMENT REINFORCEMENT o• rn r j #20013,6063-T6 #20014,6063-T6 #20015,6063-T6 O ACTIVE O INACTIVE ,�0 1"FRENCH i • Z 8 p Q ASTRAGAL ASTRAGAL . DOOR MULLION z o #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 ' ',!fa a 1,994" I 1 { 1.258" �- ` O Y.45 yl 1.450" �}- 1 I ® cr O r ro3 • ' . 062} Up " I I^- 1.625" _ p INACTIVE 6 FRAME SCREW 7 ADD-ON $ 1".MULLION 9 ACTIVE r 1 \ ~ Pc rc • 13 ASTRAGAL COVER O COVER O FIN/FLANGE O CAP 9 ASTP,AGAL COVER •I j • . z o #20004,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC #20011,Rigid PVC 5 w LL MIL 'asap sauaS \\\lilt;ll///// .935" _- -,._1 1.012" f-�-I 1.62x' ,-I _ \,s0_so x7. LYN/1/A,•,„' 1 2.285" I f1 I w000 1 i -- 25' •I I jT ,.386" -3 ' -yrlr No.58705 • :---7:: 1r .050" J .062" .191' I I -e""If`- .06 f .200" .050" -I :--:-,*3 j1e? - SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7/8"BEVELED %gyp sYATE Ott . • �U� 20 ASTRAGAL COVER 22 COVER 23 PLATE z4 CAP ® DRIP CAP �� COVER 27 BEAD -,;$,••-,F<oRIOP.- 6".:- #20012,Rigid PVC #20057,6063-T5 - #19031,6063-T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC #20024,Rigid PVC" �'isS' NAL�?` ' A.LYNN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. - P.E.lt 50705 - I • ,. ••fi';4 it 1' '.' • • • . II`` I • TABLE 10: ' # POT Part11 Description Malarial DOOR HEAD 0 62 �► 91 ' 20000 Door 65•alle-ransom an rams Collo arP•O 0 TR •`�Hige Stle Rinforcement y /�\ (6 •6 ' 20014 `7 20015 Panel Stle Reinforcement Alum.,6063-T6 .ig110 5 20016 Acliw Astragal Rigid PVC 91 • 9 20017 !maw Aelragal Rigid PVC 29 // O I' ,l'lii� . ^"1 ii',.0- the Florida i camp ping r"i! 10 20022 1'French Door Mullion Alum..6093-T9 3q / O ! ® idu'idmz L''de �-7_o A.eta 13 20004 Inaotlw Astragal Cowr Rigid PVC- e.. I\ I . '^i r 2D V 16 20007 Screw cover Rigid PVC F�•, 3a,3b / , Ac`cP•mw 1`b _ ,, \ • lir-,Bedon Deco / 17 20008 Add-on Fin/Flange Rigid PVC " \ �_ •=1ti, 15 20009 1'Mullion Cap Rigid PVC % �(� �. " IIy /'. ' / . ri 19 20011 Aellw Astragal Cow Rigid PVC 5 ;Ci, r ' -rolinmi 1 ndc o6uct ' 20 20012 SIngio Door Astragal Com Rigid PVC - 3 ® ' 22 20057 Threshold Cowr Alum.,6063-T5 DOOR •23 19031 Anchor Plate Alum.,6063-T6 f'- - - :I 24 20020 Threshold Cover Alum.,6063-T6 JAMB / 25 20021 Drip Cap Rigid PVC p y C)REVISED#22-JR-04110/17 26 20023 Hinge Trim Cowr Rigid PVC /- rx 27 20024 7/8-Bowled Bood Rigid PVC �',' Sp"'� ���/// 20 Fin Weatherstrip. �g 29 1671/3 Frame Weatherstrip 35 ��� ' 1 . Fp_ V 31 714FPT410XW Frame-to-Wide Slob Screw:#14 X1-1/2'Ph.FH,16.625"O.C. Slalnlees Slee 26 ff� -ll- ? M '^e?1 32 75101X Frame-lo-Nur.Slab Screw:#10X1"Ph.FH,28'O.C. Stainless Slee % / DOOR PANEL 6_,-, > 7 33 78XIFPT410 Ralnforcomant Screw:#9 X1'Ph.FH,16.D.C. Stainless Moe / E e "6i:: 7 O 34 710)GFPAX Frame Assembly Screw:#10 X2"Ph.FH Stainless Sloe 0 HINGE STILE }^ S'0.0 p rri 35 714FPT410XW W-W Slob Assembly Screw:014 X1.112'Ph.FH Stelnloso Sloe O I, O a z g re u1 37 71420X2.25 N-W Slab Assembly Screw:014 X2-1/4"Ph.FH Stainless Sloe / _ •` / DOOR,ANEL L I O m s ' Q • 42 720026 Selling Block,(Ouro.-95 01-5) EPOM 0 / LOCK STILE `'-i �s I ',,' I O o a n 43 Backhaddlne:Dow•9D6 or GE-7700 Silicone / t i / Z u- (O 'o U' 47-73 see Hardware BCM,Table 11,Sheet 12 =W ®'o. �B 90. 20033 Inactive Astragal Cap Acetal • -o""•� N / '' a" 91 20035 Active Astragal Cep Aostal l p' L '. t—Z `r' u t ,aro OM0 ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION • ` 33— ? ' I— P.' v SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. ,''>'(► ''•A INSTALLATION ,-0" oQ Z S co ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. _ ANCHOR Q m O 71 �- .A • 92 ,i • j1 ' �,,� INTEP.IOP. i m o a 1aa95 SO 0 m o 1/� � . o a Z 37 ' e 6 O W 0 s/oa5 \, 3 < til DOORIt 11.1 In �,,. Z `nra JAMB 2) / A ° z p o DAYLI7E OPENING(DLO)SIZES 3a,36 II C__ allyl rosa0 saua5 24 WHEN US/NG PART PART 3:(WIDE RAILS OR STILES) / D 1 : II 1111111/1////// X DOOR FRAME HEIGHT-12.1=DLO HEIGHT �, S IDELITE/TRANSOM A o' 0N(•LYNN ,', X DOOR FRAME WIDTH-12.3=DLO WIDTH / .: Mj (XX DOOR FRAME HEIGHT/2)-12.1=DLO HEIGHT {p.Fw��,,� �. JAMB W/NARROW' �'``,•L.' 1,1cENSF••.l� � (XX DOOR FRAME WIDTH/2)-11.7=DLO WIDTH .�/ r`, �/ FR • AME � �1J�; SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT /��; - i.... :/ N0.58705 = SLT/TR FRAME WIDTH-12.1=DLO WIDTH /''''''.4. DOOR 6 � �'-WHEN USING PART//4:(NARROW RAILS OR STILES) �J _SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT SILL .`�L - SLT/TRFRAMEWIDTH-4.9=DLO WIDTH •� lb _ ...,;••••••••00.<°e %O L. S/ATE F�-''(U��� ♦ '•.FCORID1..•'• . //' �°� SIDELITE/TRANSOM_ • '•,'SS/0• —AIALENG•; l'1 � Is'' SILL W/WIDE FRAME I �/ O (HEAD SIMILAR A.LYNN MILLER,P.E. P.E.#60705 ': I. . '1 • i I: !i I11 I•'i,;,.fit,;s ,, ii I, . i i, 'i.lfl;if • • HARDWARE DETAILS&,LOCATIONS i' 'I"I .-(52.55) ® ''I ' EO C62,63\ j m f; L'' Ilr / . PRoulJcrusvlseay / m eornplying w!L'a IIM F"ImNa EQUALLY- / •+F \\ / / �\ Y / rl<ccpwlao 1.40 :��!-Q6 COD , 0—\ mblimmil . SPACED • / \/ \ / j ExpirNiOn 6a!e .. ..•Y� ZDV —�I� / iii -(47-49) IN / \\ //\ / \ \ aI i Nlinlni cdc roSuct CortlrOl O [F' i \ I • • 1a 1 I :n C)NO CHANGES THIS SHEET • ., 4 EQUALLY- �,I • ilia•�, ' JR-09110/17 SPACED ;�-, / o I ii 1 11L11[t= �i wFc as iii 44" ;% in } O 8 also 0 ori EQUALLY- \ MAX. \, OO 1 _ .. SPACED • / • • _, u9, p 1d \ II1-4- 111 + � , / Opo u ` • Z co S I \ �'� w uJ m .®E Ma 9p j o ao B° 111 \ MAX. '",� \ / F...Z v, aCC 9410 MAX.Tl' . — . L_.. I 70.72 70-72 p Z 80 3 W no "X'CONFIGURATION "XX"CONFIGURATION \--(61 m o Z cv t SEE DETAIL, `j ,1 Q .— t TABLE 11: TOP LOCK 1 m O SIMILAR I, _ w IaavS # PGT Part# Description Material \\ M0 ni 0 D CI) 47 666032701 P3000 3-PT Rhino Lock(68"),Amesbury Inc. Stainless SteEr HINGE DETAIL: - • w ~ Z 48 666032702 P3000 3-PT Rhino Lock(over 68"),Amesbury Inc. Stainless Steel • a w visas 49 71032X1 FPFX Rhino Lock Screw.10-32 X 1"Phil.FH Stainless Steel 0 •52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steal 'I \ 0 LL Z �n !1 'II lr J t� tift • 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steel © OI'. 54 7S101X Strike Plate Screw,(X):#10 X1"Phil.FH 410 S.S. O Z w 0 55 78X12PFHUX Strike Plate Screw,(XX):#8 X1/2"Phil.FH 410 S.S. o 60 7SB1202 Flush Boll(XX) © II EMI asao sagas 61 7803725 Flush Boll Rod()C9 III 4" vvtNYILYNNr'''r, 62 420034 Flush Bolt Guide QQI Ns- 63 7832X12FPXP Flush Boll Guide Screw 8-32 X 1/2"Phil.FH _ 0 , ��.•' �10ENS.4 , 64 48033N Guide Pin(XX) Q: ••, 65 78036 Flush Boll Strike Plate(XX),Amesbury Inc. Stainless Steel No.58705 66 7832X12FPXP Flush Bolt Strike Plate Screw,(XX1:#8X314"Phil.FH 410 S.S. 0 , ;/ _L 9/IG" (/l 67 varies Handle/Lever BEYOND --:„.73,_,•.- TI-4-av --= �__68 varies Dummy Handle/Lever 4 -- ilk PANEL _ I ATE OF ,%[V�: . 70 20025 Butl Hinge,Amesbury Inc. Stainless Steel ' r ., •.FATE O. ', 71 71032X1FPFX Hinge,Slab Screw.#10-32 X 1"Phil FH Stainless Steel FLUSH BOLT DETAIL: :,, 72 75101X (Hinge,Frame Screw#10X1"Phil,FH Stainless Steel . ---. - — m-0/11110\0 S,ONAL �?v�� _ • A.LYNN MILLER,P.E. P.E.q 00705 - 1 •�I