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HomeMy WebLinkAboutNotice of Acceptance (3) 4 TAWN ©NOTE� bV RK ' D1SE DADE RIDA.T� O M�IAM I•QADE SUBMITO C����: CT CTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REI) � 8Q12�6 ee 8 BOARD AND CODE ADMINISTRATION DIVISION �•IteCking 9 the iesignfr NOTICE OF ACCEPTANCE (NOA) ::ornpliance with*WMnftXi WWtMbMb,6Abfhv 6„ SW PGT Industries,Inc. ect to the requirements cif the plans and 1070 Technology Drive ipeaificatlons. Contractdr is responsible for. North Venice Fl.34275 :*rwnsions which shall be confirmed and coi elatedatthe job site;.fabrication processes ari SCOPE• t echniques of-eenstruction;coordination o,h l cork with that of all other trades and the sati: This NOA is being issued under the applicable rules and regula1kw c ltiga+*,,onstruction materials. The documentation submitted has been reviewed and accepted by Miami�4F - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). )ate 5. 1 � )� This NOA shall not be valid after the expiration date stated bel Dade .Coup Product xP �'• Th� ami County Control Section(in Miami—Dade County)and/or the AHJ(in areas o er t an Yami I���rve 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"FD-5555"Outswing PVC French Door w/8z w/o Sidelite and Transom—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-555.1, titled "Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, 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, 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 No. 15-0409.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document mentioned above. - The submitted documentation was reviewed by Manuel Perez,P.E. FILE COPY MIAM!•DA)ECOUNWIN NOA No.16-0126.04 + f Expiration Date: January 23,2019 Approval Date: May 05,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No. MD-555.1,titled"Vinyl French Door and SLT/TR", sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, 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 FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-8717, dated 11/16/15, signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-8716, dated 11/12/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a Series FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-8715, dated 11105115, signed and sealed by Idalmis Ortega,P.E. Manuel Per0l P. . Product Control Ex ' r NOA No.16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 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 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,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. 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 outswing Rigid PVC French door,prepared by Fenestration'Testing Laboratory,Inc., Test Report No. FTL-7371, dated 05/25/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 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 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. 13-0815.03) 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 a Rigid PVC fixed window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7339, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 Manuel erez, . . Product Contr Exam' er NOA No. W16.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-2 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. 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 previous NOA No. 15-0409.03) 4. 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. (Submitted under previous NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14,expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 6. 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 previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11,expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft?�F, W ASTM F 1249 VTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G. Durability No Fog-Pass. (Submitted under NOA No. 13-081 S.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft2°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Development -20°F in 48 brs. (Submitted under NOA No. 13-0815.03) Manuel PVal E. Product Controler NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(co=wED) 10. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 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 Program. (Submitted under NOA No. 13-0815.03) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 5t' Edition (2014), dated 03/30/15, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339, all issued by Fenestration Testing Laboratory,Inc., dated 05/23/13 and 05/25/13, all signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.I.,approved on 07/02/15 and expiring on 01/23/19. Man el P ez,P.E. Product Control a iner NOA No. 16-0126.04 Expiration Date: January 23,2019 Approval Date: May 05,2016 E-4 GENERAL NOTES:SERIES F13-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR$SIDELITEfTRANSOM(SLT/TR) SEE SHEETS 4&5 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), Min.Edge Min. Group Anchor Substrate Distance Embedment 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PRODUGr REVISED Ungrouted CMU,(ASTM G90) 1" 1-1/4' a5 cemplyiry with the Flair 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY A 3/16"EICO Ultracon Building Code 1G•01Z166 APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' Acaep[nnrb No H PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHT AND OF COMPRESSIVE P.T.Southern Pine(SG=0.55) 1/2' 13/8, expiraum�° q STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. #10 Steel SMS(135) Aluminum,6063-T5' 6/16' 0.063" py #10 410 S.S.SMS Steel,A36' Sl16' 0.063" Mimni ade Product ntrd 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 18.8 S.S.SMS BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS Steel Stud,A653 Gr.33' 6/16" 0.063" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X B P.T.Southern Pine(SG=0.55) 1/2" 1.318- A)UPDATED ANCHOR TABLE, ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 3/18'Elco Ultracon Grouted CMU, ASTM G90 2-112" 2-1f4° z CHANGED SERIES#-JR-03/18/15 PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS ( ) m B)ADDED TPS SPACER,LIMITED THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Cancrote(min.285 k6f) 1° 1-3I8° 00 CFG.,STO.YRS.-JR-01/24/18 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, 1/4"Elco Ultracon Ungrouted CMU,(ASTM G90) 2-112" 1-1/4' . NON-METALLIC GROUT AT 3.4 KSI MIN.PER ASTM C1107,(DONE BY OTHERS).MAX.1/4'SHIM P.T.Southern Pine(SG=0.55) 9118" 13/8" . SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(G5) Aluminum,6063-T5' 3/8° 0.071" TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 410 S.S.SMS Y m 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS #12 16�S.S.SMS Steel,A36' 3/B" 0.071" j .AaB APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. Steel Stud,A653 Gr.33' 3/8" 0.071"(14 Ga) '�-- 8 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.Southern Pine(SG=0.55) 1" 13/8" to u� co ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS 1/4"Elco Ultracon Grouted CMU,(ASTM G90) 2-1/2" 13/4" C}')N N BjOO of Ln SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR C Concrete(min.285 ksi) 1" 13/8" O M -� INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR _j rN o a WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE 1!4"EICO-010 S.S.CreteFleX Concrete(min.3.35 ksi) 1" J 1-3/4" Z, to LL ...a OFTHESE INSTRUCTIONS. Ungmuted CMU,(ASTM G90) 2-1/2" 1-114, =W " U(0 X N o 7)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT P.T.Southern Pine(SG=0.55) 1' 13/8" W Z 02 co •°N FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD .114"Elco 18.8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-1/2" 1318" ~o W co_'41. ShiaBUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY Urlgrouted CMU,(ASTM C-90) 4" 1-1/4" o Z d Z THE DOOR,SIDELITE OR TRANSOM. LL 1/4"Elco Ultracon Concrete(min.2.85 kel) 2-1/2' 1-318" v o UL 8)DESIGN PRESSURES: D 1/4" Elco410 S.S.CreteFlex Concrete(min.3.35 ksl) 2-1l2" 13/4" Z Of r A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El300. 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ® . 0 1554S B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, 0 FRAME ANALYSIS AND GLASS PER ASTM Ell300. TABLE 2. p W 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS Ty#e Description Where Used: U Z CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS NOT ¢ W Z BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 13/16"Laml.IG(1 fir T-11/16'Air-1/8"ANN-.090"PVB-1/8"ANN) Door a J THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 2 13116"Laml.IG(3/16"T-6/8"Air-118"ANN-.090'PVB-1/8'ANN) Door U- aR uwi i DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE � W to (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 3 13/18"Lemi.IG(1/8'T-9/18"Air-3/16°ANN-.090°SG-3/16'ANN) Sldelfte/Trensam 4 13/16-Lami.IG(3/16'T-1/2'Air-3116'ANN-.090"SG-W16'ANN) Sidelite/Transom > CW7 LL 1 10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 5 13/16'Lemi.IG(1/8°T-9/16°Air-3/18°ANN-.090"PVB-3/16"ANN) Sldelite7rransOm IrU .sa BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. a n p sauaS 8 1311;Lemi.IG(3/16"T-1/2'Air-3116"ANN-.090'PVB-3/18'ANN) S(delite/TFar sam 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA 1 7 7/16"Leml.(3116'ANN-.090'PVB-3/16'ANN) DooNSl lelitelrransom BUILDING CODE. 'ANN"=ANNEALED r�� 12)REFERENCES: T=TEMPERED GUIDE TO SHEETS: `.•'vt�=E''I"C • P TEST REPORTS:FTL-7339,7371,8715,8716&8717 'PVB'_.090'BUTACITE®PVB INTERLAYER BY KURARAY AMERICA,INC. NOA'S:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA; "SG"_.090"SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. GENERAL NOTES...........................1 ELEVATIONS..................... �'+°i P•10.5U%05 VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE)RIGID&BROWN-COATED SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS..........................3 (PAINTED OR LAMINATED)RIGID PVC NOA'S,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN DESIGN PRESSURES.....................4-5 _ (NON-WHITE)RIGID CELLULAR PVC NOA'S,ANSI/AF&PA NOS FOR WOOD CONSTRUCTION AND ADM STANDARDS USED; SIDELITE/TRANSOM ANCHORS....4.6 -q I IU ALUMINUM DESIGN MANUAL. •2014 FLORIDA BUILDING CODE FBC,5TH EDITION Y6 ••• Z. ( ) INSTALLATION................................7-9 1}•' .,n .. \'•ASTM E1300.09 EXTRUSION PROFILES..................10Al h/OF1tC�p,•,• (� 13)THE 5555 SERIES IS ALSO KNOWN AS THE 555 SERIES. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST.....................................11-12 i C•,-� ••...... oALUMINUM DESIGN MANUAL,ADM-2010 CORNER DETAILS.... •AISI-S10M71S2-2010 HARDWARE DETAILS...................12 A.LYW 1AL12k,P.E. P.E.#58705 EXAMPLE CONFIGURATIONS 40" 40° - II{I+� MAX. MAX.6' 38�14' 76"MAX. --�•� TYP—►iF+-31 MUL I'MULL —►{I-� °�-I 1'MULL MAX.SLAB (38.79) WIDTH MAX.Mom' PRODUCT RHVLSBF/ as Build nplying CCoddci��Florfdv A on 20 Iq MAX / 83-718° HEIGHT Minmi ►todrtM' MAX.SLAB (ALL DOOR HEIGHT CONFIGS.) Q A)NO CHANGES THIS SHEET JR"03/18/15 B)LIMITED 00 CONFIG. JR-01/24/16 TYP.DOOR SLAB X XX OIX(SHOWN)OR XIO OIXIO 4 m (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE co '^aa SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) O 30.8 FT'MAX. 30.8 FT'MAX. 40'MAX. 38.3/4' O U DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM HORIZONTAL r � O vi TABLE 8&B,SHEET 5 TABLE 8&B,SHEET 5 MAX. CD N HEET# MULLION N LENGTH O c 6 p Z lL Inn LL" =LLl 40' 40" of) X TO o 76'MAX. -�{II�+ MAX I� MAX. µZ1 O 1"MU90 LL() 11 TYP. OMA ° 10MAVX16' I TYP. -- 1'MULL > O pDLO DLO C) �cT pN_ �Z 0_Z 0 Z LL \ v O O O 111' 111° Q f- N MAX MAX HEIGHT / HEIGHT 1°MULL / O 7aa45 / ,\ OR WIDTH OR WIDTH ® O 86"MAX. vt LENGTH GTHL / / Z O F- Z U \ O LL J b LL 0- U3 LL \ cWi Z O \ egll •°sep seuag OIXXIO SINGLE O SINGLE O OIO(MAXIMUM OF 2 %V141/ (WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) •�•a • :�`Fp RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW O/O WITH O/X WITH '�;c•.•��ctris/; NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 'S•' 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. MULLION MULLION =* �0•56��� ' 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES _ r 4)FRENCH DOOR MULLION IS LIMITED TO 88"IN VERTICAL APPLICATIONS AND 40 ON SIDELITE& RAILS SHOWN ON 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW 'IN HORIZONTAL APPLICATIONS. - 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/)R OR MULLED ASSEMBLY. TRANSOM TRANSOM) S°•' 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS •;.'�.•�;�• �•Opt17)•,•, �C:l , A REFERENCE FOR SIZE LIMITATIONS. 1 A.LYNN MILLER,P.E. P.E.#58705 GLAZING DETAILS 1-3/16'NOM. ���.J 1-3/16"NOM. 1-3/16"NOM. GLASS STACK I _i I__ 5511L8ASLAMIANCKED GLASS STACK GLASS STACK D GLASS STACK GILASS STACK O r`IB'ANNEALED GLASS fff�/8"ANNEALED GLASS 3/16'ANNEALED GLASS 11/16'AIRSPACE 090•PVB 518'AIRSPACE ,090'PVB 9/18"AIRSPACE .090"SG PRODUCT REVISED m mniptying with the Flarlda 1/8"TEMPERED GLASS 1/8'ANN ED GLASS 3116"TEMPERED GLASS,, 1/8"AN FJLLED GLASS 1I8'TEMPERED GLASS 3/1EALEO GLASS Building Code 1 1 .Urti'/� A—ptanw No -Ol 7t� q .pim i Daw, W� 1 q 11/16" EXTERIOR 14 11/16, EXTERIOR 14 11/16' By EXTERIOR GLASS BITE a 3 GLASS SITE 3 GLASS SITE Mi 'Dade 42 37 38 39 40 42 31 33 39 4D 42 A)NO CHANGES THIS SHEET m a1 JR-03f18115 m B)ADDED GLASS TYPE 7 6 TPS GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 u JR-01/24116 USED IN DOOR ONLY USED IN DOOR ONLY TYP.WIDE FRAME MESIMIGLAZINGp DETAILL,,NARROW FRAME SIMILAR Y m 1"3116"NOM. �.�J 1-3116"NOM. 1"3116"NOM. j c) co 7.2i GLASS STACK I 7/16"LAMINATED GLASS STACK 7/16'LAMINATED GLASS STACK 7/16'LAMINATED Of tC GLASS STACK GLASS STACK GLASS STACK 0 (n 3/16"ANNEALED GLASS 3/16"ANNEALED GLASS 3N6'ANNEALED GLASS (D N N slop ID 1/2'AIRSPACE 9116'AIRSPACE 1/2'AIRSPACE O M C'j W ' to .090'SG .090"PVB .090'PVB J J O a7 C, �8 0 3/16'TEMPERED GLASS". 3/16"AN FILLED GLASS 118"TEMPERED GLASS,, 3/1 EALED GLASS 3116"TEMPERED GLASS 3/16°AH�IEALED GLASS Z LL LL uMoip 1L UU_ X� to EXTERIOR 14 11/16, EXTERIOR 14 l—Z m O `r t OMO O 11/16" GLASS B W EXTERIOR 4 GLASS BITE a GLASS SITE a Q GLASS BITE �> O p •7 J � 4 (7 3 O O 37 39 39 40 J�O 37 78 39 40 1�❑ 37 39 39 40 42 Z a Z ¢ LL U u a f9 1 42 1 42 41 O O J�4S 41 41 ® rn fA GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 z TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING Z DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR. DETAIL,NARROW FRAME SIMILAR < Z LU aJooS O M C7LL 7/16"LAMINATED r Z uu7 GLASS STACK u�S } 3/16'ANNEALED GLASS U- > C7 .090"PVB apBosap sauaS 3116' NEALED GLASS GLASS BITE c� !: EXTERIOR 42 !,.��/,• Y1" 45 40 E�� 4U. 6'ATE U GLASS TYPE 7 "PVB"=.090"BUTACITEO PVB INTERLAYER BY KURARAY AMERICA.INC. USED IN DOOR,(SHOWN) 'SG'_.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. &SIDELITE/TRANSOM A.LYNN MILLER,P.E. P.E.ft 58705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION 4'O.C.MIN., O O (XIO, DIX,XJX,OIX10,XIOIX,OIXXIO,ETC) SEE TABLE 4, SEE MULLION CLUSTER -- SEE MULLION CLUSTER 4"MAX. �+ 4"M -ASTRAGAL- THIS SHEET, /� DETAIL BELOW j `��\ DETAIL BELOW FOR QUANTITY, CLUSTER SEE TABLE 1, f I PRODUCT REVISED _-_--_ ATTACH DOORS AND SHEET 1 FOR SIDELITES TO THE f cempllnng 8-12' 9-12' TYPE / \ / Huildmg Code � MULLION AS PER MAX. r S' MAX. r % •\ 1 THE INSTRUCTION 1 'I . Fxpdmltaa Date' 'D126•gQJ 9 �I 1 CENTERED �I 1 I i/ OF THE INDIVIDUAL I CENTERED IEN i ANCHORS DOOR OR SIDELITE Hy CENTERED I I M;sm- ode Product Cattr BETWEEN 1 ' HINGES BETWEEN 1 /� _L BHIINGES SEES TABLE/// \ I i VERTICAL MULLION I I ENGMULTHN aA NOTE 1 i 1 / 12,O.C. NOTE 1 i 1 / / I I L R C INN JRNO 03C1 CHANGES THIS SHEET •CENTERED EN MAX. CENTERED ER I 1 I I DESIGN PRESSURE j I APPLICATIONS m B)ADDED GLASS TYPE 7 TO BETWEEN I I i I SEE I +1.70.0 PSF j j TABLE 3;JR-012411e 1 HINGES 1 1 I I I I I I NOTE 1 HINGES I I I 1 I I \ NTEREDI I \ / I I I I �i BEETWEEN SIDELITE SIDELITE SIDELITE DOOR 10-vT I- 9"MAX ANCHORS 10.12' t- Y m MAX. MAX. ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS j v) •^aa ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD O SAME AS HEAD SAME AS HEAD MAX - ❑ U X XX,(USING ASTRAGAL) 6" MAX / ',1'MULLION � `\1"MULLION '/M O m O ❑ 4'O.C.MIN. 6"X 4"O.C.MIN. 4'O.C.MIN.�-� 4" 4°O.C.MIN. O J (V J p TABLE 4: j -\1 -� 1 Z LL Lo tL ro ..'a TABLE 3: XX Door:Astragal Clusmr Anchors Raqulmd I I ' 1 I I 2 Uj X a XX Door.Dedgn Pressura @ Head 6 Sill I I SEE TABLE 6, I SEE TABLE 6, U U X� o \ --- r THIS SHEET, \ --- I THIS SHEET, W z O 2 K +/-60,0 PSF Glass Type 1 DOOr Wldth Qn) 1' m O ISIDE SIDE- FOR ANCHOR FOR ANCHOR W/ JSI DOOR / p> Y ,� J+/-70.0 PSF Glass types 2&7 45 60 72 76 / QUANTITY,SEE QUANTITY,SEE I`1 O O O: LITE,/ TABLE 1,SHEET / TABLE 1,SHEET Z D,Z ❑ LL m U o 1 FOR TYPE 1 FOR TYPE ❑ O ? ` e � C2 �ce7 TA �� a' � 80 1 4 4 4 5 4 5 4 1 4 1 Anch°ra Roquhed for a Vertical Mullion leach mullion end) FOR-OIXXIO" ® O W 1aay5 B61 4 5 4 1 6 1 4 6 5 4 Door or Sldelle/TransomWdth0n) AND SIMILAR v ❑ j U 12 24 1 32 38-3/4 40 CONFIGURATIONS = cf) Z CONTAININGA U Mullion m c m O o m o o m c1 m LU DOUBLE DOOR ¢ W alD°s TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) Retain #°a ' ' e e g' 2 s (XX).USE 0 W IL to _ RR a g ONLY HALF OF LL ZLn In MULLION ATTACHMENT&INSTALLATION Door WA 2 1 2 2 1 3 z 1 WA WA WA THEFRAME wLn BO WIDTH OF THE U U ❑ ATTACH DOORS, sL7fiR 1 2 1 2 2 1 3 2 1 3 2 1 DOUBLE DOOR j p LL SIDELITES& Door 00 WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING ^'i'/ apt •asap saua5 TRANSOMS TO THE `�� sLT/IR 1 2 1 3 2 1 3 3 2 3 3 2 THISTABLE, MULLIONAS PER / ^ THE INSTRUCTION - / 1"MULLION OF THE INDIVIDUAL TRANSPS `�`� 6" 1\HORIZONTAL INSTRUCTIONS: {) �..,� 1 DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WRH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR (�� ............ i� PRODUCT ---/- — \ I I N5 • I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH j I APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). - / I e-12" ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION,FOR - g5705 L---�-f —/ / TWO(2)ANCHORS EXAMPLE,ON AN"XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE �!- TABLE 7: (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. -_ � '� -=• HORIZONTAL MULLION SIDELITE - - MULLION END. ���,(// ' DESIGN PRESSURE NOTES: "+3'-�• 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED, 1'f:0 •, ,` +1.70.0 PSF 1 2)MULLIONS SHOWN ARE STANDARD 1-FRENCH DOOR MULLIONS. "�'-!.'.t. AI-I�R!.;��:' •j•�,.:� 40'MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. ,;�=1Ci(•)fY����' STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 06"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 SIDELIT En`RANSOM OR MULLED ASSEMBLY. A LYNN MILLER P.E. 6)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.068705 TABLE& Sldelite/Transom Design Pressure(+/-,pot)for Glass Types 3&4 SIDELITUMANSOM INSTALLATION(0) Long Side(In) 633116 66518 68 70 72 76 78 82 84 BB 92 98 1 98 104 108 111 24 +/-70 +/-70 +1-70 +/-70 +/-70 +l-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 28"O.C.MAX. 23-1/2"O.C.MAX. 28 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 IF SHORT SIDE IS IF SHORT SIDE IS 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +l-70 +/-70 +1-70 +/-70 +/-70 +1.70 40"OR LESS OVER 40' PRODUCT REVESM 36 +1-70 +1-70 +1.70 +/70 +1-70 +1•70 +1-70 +1-70 +/-70 +l-70 +/-70 +1.70 +1-70 +/-70 +/70 +/-70 ---- ---- as complying with tlhe Flotlde ---- Evildiag CMe ! 38.3/4 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 -------------- AchplanceNo�fG-�� ,o4" 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/70 +/-70 +/-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 1 F, rat' Dae 2p l I I I SEE TABLE 10, 42 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/70 +189.6 +188.5 28"O.C.MAX. I I I SHEET 6 FOR 6y IF LONG SIDE IS' I I ANCHOR Mimni e e Producr Cw 44 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/E9.6 +/•68.6 +/87.7 +/-67.3 40"OR LESS I I 46 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/89,4 +/•68.7 +/-67.6 +!•66.6 +/85.6 I I QUANTITY,SEE $ I TABLE 1,SHEET 1 m 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/89.9 +/89.1 +/87.6 +187 *l85.8 +l84.7 FOR ANCHOR ,A)CORRECTED TABLE a DIM.- r6 50 +/-70 +/-70 +/-70 +/-70 +/.70 +/88.4 +/87.6 +l88 +/85.4 +184.1 I TYPE, JR-03/18J15 N I B)ADDED GLASS TYPE 7 TO tit +/-7D +/-70 +/-70 +/-70 +l89.1 +/87.1 +/80.2 +184.6 +/83.8 I I I i ar TABLE 9;JR-01l24116 54 +/-7D +/-70 +1.70 +1-69.2 +/-6B +/-65.9 +1-65 +/•63.4 23-1/2.O.C.MAX. I i I 56 +/-70 +1-70 469.7 +/-SB.3 +1.67.1 +/84.9 +/83.9 IF LONG SIDE IS 58 +/-70 +/-70 469 +/87.6 +/86.3 +/84 OVER 40' I I I BD +/-70 +/-69.6 +/88.5 +1.67 +/85.6 I I I I W c+) Y m 62 +/-70 +/89.2 +l-68 +/.68.5 �� - - 12 MAX(LONG SIDE) > '"02l 633/16 +/-70 469,1 +I87.9 +F88.2 6"MAX. L---------------j 1 0 LO y �.. 68.5/8 469.1 +/.68.9 (SHORT SIDE) } o/oa O u7 (WOE STILES AND WIDE p"N7 w RAILS SHOWN ON SIDELITES) ro O J m J p e Z LL L LL cc .«wp 0L x- a TABLES: W m p ��.. .0ma SldeliterFransom Design Pressure,psf for Glass Types 5,6&7 28"O.C,MAX. 23-1/2"O.C.MAX. o> Q O 1 Long Side(in) .-Z O Z coIF SHORT SIDE IS IF SHORT SIDE IS - LL 63-3/16 66•5/8 68 70 72 76 78 82 84 Be 92 96 98 104 108 111 40"OR LESS OVER 40" Z O 24 +/-70 +1-70 470 +1-70 +1-70 470 +/70 +1-70 +l-70 +/-70 470 +/-70 +/-70 +/-70 +/-70 +/-70 ---- ---- ---- a LO 28 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +l-70 +l-70 +1-70 +I70 +/-70 +/-70 +1-70 +1-70 +1-70 0 N W 1aa45 32 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/70 +/-70 +/-70 +1-70 +/-70 +/-70 r: ® $' O IY CO 36 +1.70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +17 26'O 0 +/-70 +1-70 +1-70 +1-70 +l-70 I I I SEE TABLE 17 .C.MAX. I I I I SHEET 6 FORR 2 � 3e-314 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/89.9 +/•69 +188.3 +187.9 IF LONG SIDE IS i ANCHOR U W 40 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/89.8 +189.3 +/.68,3 +187.4 +186.7 +/86.3 40"OR LESS I I I QUANTITY,SEE � W eloog 42 +/-70 +/-70 +/70 +/-70 +/-70 +/89.5 Ln +/-68.8 +/87.6 +/87 +/86 465.1 TABLE 1.SHEET 1 p L_' D• 0 �I I FOR ANCHOR LL Z LO .6 44 +/-70 +/-70 +/-70 +1-70 +/89.1 +l87.5 466.8 +/85.6 +/•65 +/84 I I TYPE. ~ Lo U Z $' 46 +/-70 +/-70 +/-69.4 +/{8.4 +1-67.4 +1.65.8 +/-a1 +/83.8 +183.2 LL y 48 +/-70 +188.8 +/88 +l86.9 +l.66 +/84.3 +/83.5 +/82.2 �i i i ❑ �g 23.1/2"O.C.MAX. I I I ep11 rosaa sauag 50 +/89.9 +187.6 +1.86.8 466.7 +184.7 +/82.9 +/82.1 IF LONG SIDE IS I I I I I I I I ,,ii 4. I I1j1j 52 469 +/86,8 +185.7 +l84.6 +/•63.6 +/81.7 OVER 40• i 54 +/•68.3 +185.7 +184.8 +1-63.6 +/-62.6 -L_ 58 +187.7 +I85 +184.1 +182.8 -------------- 12"MAX(LONG SIDE) �`�'•'•;G'-'SE �• t 58 487.3 +184.5 +183.5 6"MAX. � --------------JV.D. 0': 57 • 60 +/87 (SHORTSIDE) 5 62 +/-W 9 (NARROW STILES AND NARROW _ ///• �t �� ill RAILS SHOWN ON SIDELITESI -(] :"` /- 63-3116 NOTES: t.f+ .•.'` 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY. r•�''''I 'I i 2)SIDELITE/TRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. A.LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#58705 oy=� Short Side(in) m v� m O m zg,Z7 rW W r41 W r0 Cl) W N W w W rA UrW r W rN alrw fn O o QJ Sao s3 Pa . o . s o o >• s 1Z > > 0 0 0 0 0 0 0 � ro' roo' ro am a w410 m m 3m a 3m ,m , ,to IOm rJ tll wW rJJ tlI NW yw_UT fpgW WN_UW rn rA WN La W W T rn W UW W W WU)yy z � s �s �mgmgmmg0a--Raw-2. 0mmm0mm0mm0m® �� a m N Anchor N O)N N N 1-1-1-1 U U N A U A U A N A N W N w N w N w N W A N A N A N A N a N a N Group A p, O> P (I o m v�1 Anchor IV G)D 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 B-0 -4 In m 0, OI O)m N OI U to N-A D)A U A U a U w U w U W U W U W U N U N N N a N A N a N GSA m Z O m A A A A A A AAA 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 Aj Anchor N Groups B-D N IZTI O m U m U Wm W a Ol A A A Mn A U W U,W U W N W N W N N N N U N ANAN A N f1Cha L.v Group A z m _ Anchor rm' z as aAaAa W a W A W aW A W A W a W AW A W aN ANAN AN ANa Groups B-DW 0 m Anchor y D to N W A 01 A o�A Oi A Ol A Ol W 0I W OI W U W U w N N U N N N ANAN A Group A V m , aaaaa W awaW AW awawAwaW AwANANANaNaN aN Anchor o p Groups B•D Z m n Anchor O mA Of A m A N A T A N W m W N W.W N W.N N N U N N N A N A N Gmu A 3 P � mzAmhor O o aaa W awaW aW awa w a w a w aw aN aNaNaN AN aNGroups B-0 z K Anchor W Im A 0)A 0 A Ql W N W m W 0.1w A W W w O N m N U N N N N N A N GfOUP A V 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 Anchor O) v Groups B-D nchor m 0 A W A W W oI W W W W O W o�w m N O�N N N N N o N A N Group A m m Anchor 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 B-D y a or A V A V W V w V W V w V w A w W N 0 N m N N N N N A N Group A hor a7 A w a w A W A W A W A W A 014 N A N ANAN A N A N Groups B-0 S N O V W V w V w V w V W V W N OI N W N m N N N N N GAP A a' D mm 0 Anchor A N W N W U W U W oN W U W N N N N N N N N N N N N Groups B-D v 0 V W V W V W V W V W J N J N of N Oi N U N U N GG.p Anchor p - _p hor a o N Cl)N w N w U w N w N N o'N N N o' N N N N Groups B-D Anchor GroupA m Chou N N W N w N W N w N N N N N N N N N N N N JB4 m rJ m W m W m N V N V N W N A N N N mW mWO)NmNVN VNONNN��°A P Anchor 2 N w N W N N N N N N N N N N N N Groups B-0 Anchor m W mN.N UN V N-N QINGrou A P Anchor N W NN UN NN 1-1-1- UN GroupB Anchor N W NN NN NN NN NN NNGroups r•D Anchor (ONmN V N VN VN mNGroupA O Anchor cD W N01N OlN WNwNmNGroups B-D Ancho w co N mN w JN M Group A Anchor W N m N O N W N U N Q N Grou B-0 ' Ps � I Re CRev B R.-A myp;. 1070 TECHNOLOGY DRIVE m n N.VENICE,FL 34275 p z A z a a g 00 00 e•egg� P.O.BOX 1529 '3 o $ V K �.'1:'\rJ o �.;•.• ' ® NOKOMIS,FL 34274 m g z- _ f9 c'? CERT.OF AUTH.929296 (941)-480-1600 m gg m m p: .\••. �• _^ - VINYL FRENCH DOOR AND SLT/TR o 517/13 rn m 71 m i}' t '~ "SLT/TR ANCHOR QUANTITIES em J ROSOWSKI m m ` r,;;t:\t FD 5555 y NTS 6 OF 12 o i MD-555.1 B 5 EMBEDMENT 114" INSTALLATION MAX. u u u SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. DISTANCE 13 1 68 67 P mmplying ith ED b. TYP.ANCHOR TYPE, 3 as complying witL meFTori& EMBEDMENT AND 71 33 33 Ac«d iNo EDGE DISTANCE PER p SUBSTRATE,SEE P. relianData �JQ1� TABLE 1,SHEET 1. By Miarui ade Fmduct 1 ANCHOR PER HINGE TO BE THROUGH S p p A)NO CHANGES THIS SHEET SUBSTRATE.MIN.#10 FLATHEAD SMS,SEE JR-0311Bl15 TABLE 1,SHEET 1. 72 47 48 5 m B)NO CHANGES THIS SHEET EXTERIOR 14 16 9 53 8 JR-01/24/16 2B 70 DETAIL 19 2X WOOD FRAMINBUCKSG, SEE ALSO SEE BELOW EXTERIOR Y m OR FRAMING,SEE V DETAIL j M N07E 2,THIS SHEET U) naS TYP.ANCHOR TYPE,EMBEDMENT It h O AND EDGE DISTANCE PER �•Lo io0 O N SUBSTRATE,SEE TABLE 1,SHEET 1. (D N r a 0� Lo TYP.ANCHOR TYPE,EMBEDMENT AND AVOID INTERFERENCE WITH O v v -, 9 EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 18 TYP.ANCHOR TYPE, J—1rn M o B o TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMSEDMENTAND Z LL w LL W umo�p STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER =uj EMBEDMENT 1/4° 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE,SEE XIN o SHIM 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. IW-�ZI m O 9.N0 EDGE 16 J 0 Z co DISTANCE 1 ANCHOR PER HINGE TO BE D.Z '— IIIf���l THROUGH SUBSTRATE.MIN, I�II�r1l a LL U #10 FLATHEAD SMS WITH I Q O71 ! MIN.3 THREADS BEYOND fill INSTALLATION 29 1 METAL SUBSTRATE. 52 23 $ O 1a�v5 OPTION 2 41 71 7 ® INSTALLATION O r�II I('� ANCHORSDIRECTLY I I �j U ~ 1 u LLJJ Z INTO MASONRY. O C W Q eroa5 0 Ix En LL to < �•' v Z Q p I 5; Z LL 26 4 72 47 4 aA1 'osa0 sauag EXTERIOR EXTERIOR 32 1"FRENCH DOOR MULLION 18 70 20 28 '•���� t I r I i//�� DETAIL EXTERIOR DETAIL EXTERIOR DETAIL�J �Ot` <<��NSI'4'/l/��/% SUBSTRATE.MIN.311V FLATHEAD ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. � INSTALLATION NOTES: 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON ' ��,• ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"IX',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1I2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO r;;OR%jf:•'.•l✓; MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-11Y THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE �'�." AUTHORITY HAVING JURISDICTION. '/��' •' i`i tiles`��'•3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELME 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 TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 1/4• DISTANCE PER SUBSTRATE, OPTION 4 MAX 23 10 18 23 SEE TABLE 1.SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL EDGE I ' 1 ANCHOR PER HINGE BE DISTANCE 18 IUr� THROUGH SUBSTRATE..MIN. L ' *10 FLATHEAD SMS WITH 1 MIN.3 THREADS BEYOND DOOR 67 METAL SUBSTRATE. VISIBLE LIGHT PRODUCT REVISED 29 as complying with the Flo i& 33 71 5 WIDTH(OLO) 7 23 BuildinS Cnde Acceptance No •O TYP.ANCHOR Expimtion tom„^ /jU TYPE,EMBEDMENT B AND EDGE y Elk DISTANCE PER M Fro�h:N SUBSTRATE,SEE TABLE 1,SHEET 1. ¢A)NO CHANGES THIS SHEET 52 JR-03/18/15 EXTERIOR 3 31 72 41 m B)NO CHANGES THIS SHEET fl EXTERIOR 48 JR-01124/16 v 1'FRENCH DOOR MULLION 70 47 20 28 DETAIL�D 18 MIAMI•DADEAPPROVED MULLION(SEE SEPERATE NOA),ALUMINUM,STEEL DETAIL FRAMING OR STEELSTUD.SEE > � SUBSTRATE PROPERTIES, TABLE B,THIS SHEET DOOR FRAME WIDTH y INSTALLATION OPTION 3 y I°a O td INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMBEDMENT AND EDGE TYP.ANCHOR TYPE,EMBEDMENT 00 7 U) DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J d EMBEDMENT 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O_j M J p m Bi TYP.ANCHOR TYPE, 16 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT Z �2 LL EMBEDMENTAND OR STAGGERING LOCATIONS. 1/4• U U X G °y EDGE DISTANCE PER MAX. W— 02 oo ° SHIM 23 SUBSTRATE,SEE 23 10 ! SHIM 23 Z m O �Ma EDGE TABLE 1,SHEET 1. EDGE O DISTANCE 1 DISTANCE 1 t` O '� J c"I �z o_z � � : 18 ❑ O z a co TYP.ANCHOR . . 1 D_ TYPE, .r 31 29 '''•. `2 O IaavS EMBEDMENT 5 33 ° 41 ® O AND EDGE •" O N O DISTANCE U O z PER z SUBSTRATE, ° ¢ W SEE TABLE I, .. O LL SHEET 1. I O ' � .• ILJ�� U � Z � CONCRETE/CMU 31 EXTERIOR °' 'a 4 EXTERIOR PER ANCHOR •• 3 '. °rill •°sea s°°eg REQUIREMENT 1X WOOD " CONCRETE/CMU 32 SUCKSTRIP, SIDELITErrRANSOM FRAME WIDTH PER ANCHOR 17 EXTERIORAW\ 18 °PT .�� a 1Y1'di9 ii11� SEE NOTE 2, REQUIREMENT `�„•,;,,. ••..., THIS SHEET. DETAIL�F DETAIL GQ DETAIL C� INSTALLATION OPTION 2 INSTALLATION ANCHORS ' INSTALLATION NOTES: DIRECTLY INTO MASONRY. _ T JJ - . '.: Y.:.. 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON - XI �� �-• ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. _' 2)WOOD BUCKS DEPICTED ON THIS SHEET AS•1X7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112-.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO '�} ^�r;(t1*1::•'.�;ire.: MASONRY.WOOD BUCKS DEPICTED AS•2X"ARE 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE `'�`�'•.•, AUTHORITY HAVING JURISDICTION. 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. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. t A.LYNN MILLFU2,P.E. P.E.#58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE —�'— DISTANCE CONCRETE °.. .�.• 2X WOOD O n BUCKSTRIP 4 l�\J 32 1g PER ANCHOR ��• � � a � OR FRAMING, REQUIREMENT EMBEDMENT SEENOTE2, EMBEDMENT 1 ° r THIS SHEET PRODUCT REVLIW as complying wilh tUa Florida 1 1X WOOD 1X WOOD BUCKSTRIP,SEE Building Code 23 BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET. Acuepimar No l At26'�' NOTE 2,THIS SHEET, mt, Ddo %)9 1/4°MAX SHIM 1/4°MAX SHIM B Y 18 25 o1v7r Miami a roducl 1 2344 — ;A)NO CHANGES THIS SHEET 10 18 JR-03/18115 TYP.ANCHOR TYP.ANCHOR 16 TYPE,EMBEDMENT TYPE,EMBEDMENT m B)NO CHANGES THIS SHEET AND EDGE AND EDGE JR-01/24/16 1 I I 29 DISTANCE PER DISTANCE PER u TYP.ANCHOR TYPE, I 1 SUBSTRATE,SEE SUBSTRATE,SEE EMBEDMENT AND EDGE Tt- DISTANCE PER SUBSTRATE, I I SEE FLUSHBOLT .TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1. I SEE TABLE 1,SHEET 1.AVOID DETAIL,SHEET 12I INTERFERENCE WITH I W U) „ea OPPOSING ANCHOR BY I j 5 3 > CHOOSING THE CORRECT I I p In O LENGTH OR STAGGERING I 1 V) LOCATIONS. DETAIL I� 5 N N slop EXTERIOR 33 DETAILQK I J m o p a LL CD Z LL � Map UU X� SIDELITE/ W Z 03 'aN TRANSOM ~µ1 m O 0M0 O DOOR 14 15 WINDOW FRAME 1�.> O 0 04 VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z Q.Z N DETAIL�H HEIGHT(DLO) HEIGHT(DLO) p 0 I QZ I O Q DOOR 41 Of 33 FRAME ® 8 O iaavS HEIGHT in m O EXTERIOR F 0 O Z INSTALLATION NOTES: a ua. LU III O 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR I DETAIL J� DETAIL LO TABLE 1,SHEET 1•FOLLOW EMBEDMENT AND EDGE DISTANCE I I w N LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. j I INSTALLATION TYP.ANCHOR O j enTYPE,EMBEDMENT OPTION ANDEDGE apl1 asap sauag 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE *+_ INSTALLATION DISTANCE PER INSTALLATION 1 1 ANCHORS DIRECTLY 29 SUBSTRATE,SEE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12".1X 1 I WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 1 1 1 22 23 TYP.ANCHOR INTO MASONRY. TABLE T,SHEET 1. `.`^17 \:i i41`! DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS"2X"ARE INSTALLATION ANCHORS I �v .•••• ••. ,. 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE TYPE,EMBEDMENT INTO 2X WOOD. I '',C'�u •� l OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS AND EDGE 1/4°MAX.SHIM OR 24 7 DISTANCE PER 1 3R KSI NON-SHRINK, '•`7'` _ APPROVED BY THE AUTHORITY HAVING JURISDICTION. I SUBSTRATE,SEE 23 NON-METALLIC : ;d•3.5S7'J• - 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 TABLE 1.SHEET 1. GROUT-FULL D SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE LENGTH FRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 1/4"MAX.SHIM I -_F,.`•. �"�,�1�r•/.�jJ,-� 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, —� a I:)`••, '7T''"F f r', SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE '•. SYSTEM. 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER ° : EMBEDMENT 5, ANCHOR ° ,' •'� OR FRAMING,SEE REQUIREMENT NOTE 2,THIS SHEET EDGE DISTANCE A.LYNN MILLER,P.E. EDGE DISTANCE —}+—� P.E.958705 4.922• - �- 2.281' 4.565° 0 TT . a 4 3.925' 582'} 1.451 075° .500" .075" 18T .312' 1.750" PRODUCT'RMSED 1.000' ❑ 1.375• Huildi ca.syCode i0,We Florldn o E3 � E3q T SIDELITE ADAPTER Aacplmcetdo 16-0126.0 `J O #20003,Rigid PVC O FRAME dCellular O FRAME PANEL # Rgi PVVC #20001Rlgld PVC O#20 02RiCellular PVC 3.079" .182" Q A)NO CHANGES THIS SHEET 1.503" �{ 2.488• -� JR-03/18/15 1.097' m B)ADDED PART#27 2.146" p JR-01/24/16 1.500' .761' .374' ; C .278" T„T �d co �Ba .080" 3 664" 4.561' 3.518" .100, W .080' 080" .080' 3.918' }r a -50 O Uj 3.518' 3.518' .080" O CI 04 0 Lj -j o p ZLL If C3 ura0 rG 2 r 1.075" UU_ X1 o HINGE STILE F Z m O nMo .888° �-�- ji.07751' - 1.07s --- 1.075" 1.000" oREINFORCEMENTo Z L0 Z 9 co #20013,6063-T6 O TOP&BOTTOM RAIL O PANEL STILE O ACTIVE O INACTIVE O 1"FRENCH LL 6 REINFORCEMENT 7 REINFORCEMENT 8 ASTRAGAL 9 ASTRAGAL 10 DOOR MULLION Q 0 1.994" #20014,6063-T6 #20015,6063-T6 #20016,6063-T6 #20017,6063-T6 #20022,6063-T6 Li .140" -.-{ 140" 1.258° `�, 00laaVS rl Il- -+{ 1.450' �{ 075' 060' ^ O fq 1.359" ,062' .281 .281 I I� ,3,13" .375" .773•(I(I �"J�I .062" V ~ .610" U v Z T I � ¢ Z Z Blnag 040" II�l� �t�- 1.625" u_ W O INACTIVE BEVELED o60 OGEE 079FRAME SCREW ADD-ON 1"MULLION ACTIVE LL Lo 13 ASTRAGAL COVER 14 BEAp 15 7EAD 6 COVER 17 FIN/FLANGE 18 CAP 19 ASTRAGAL COVER u z p #20004,Rigid PVC 420005,Rigid PVC #20006,Rigid PVC #20007,Rigld PVC #20008,Rigid PVC #20009,RigRigid PVC 920011,Rigid PVC j LU LL epll •�sa0 saves 1 �ri .935" 1.012" f•�- yI I�.r- 1.625" � .901' .632' •}-�{.540" 0.125' 1.1 .080' :•-��`O.•'.",C.`r.MS15 :.1,. 1.041'W (� .830' �- JJ.386' .500' .723 04T� .050' TT 000 .tl 062' .191" J -���- .063" .200" �� SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM 7/16"SQUARE '• : '. ! ? 20 AS RAGAL COVER SILL CAP 22 PLATE 23 CAP DRIP CAP 24 25 COVER BEAD 63 27 T J �.•, ;_I t,;t;.•' `;, #20012,Rigid PVC #19009,Rigid PVC #19031,60 -T6 #20020,6063-T6 #20 2621,6063-T6 020023,Rigid PVC #20047,Rigld PVC A.LYNN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.E.#58705 TABLE 11: 62 #I PGTParto Description Material DOOR HEAD 23 91 = 20000 Door&Sideditorrumsom Moln From Cellular PVC DOOR PANEL HEAD 2 20MI Door Frame Sill Rigid PVC 1 3 20002 Panel Stile 8 Rail Cellular PVC o 8 19 4 200D3 Sidalile Adapter Rigid PVC 3 6 20013 Hine Stile Reinforcement Alum.,6083-TB 6 6 20014 Panel Ralf ReiNoreemant Alum.,6063-Tit 7 20015 Papal Stile Reinforcement Alum.,BD83•76 1 8 20016 Ache Astragal Pogid PVC PRODUCT REVISED 9 00017 bmotiw Astragal Rigid PVC 28 1 ai cemplyio with the Florida 10 20M V French Door Mullion Alum.,6063-T6 34 �ald°r6 tn�AY 13 20004 Inactive Astragal Corer Mold PVC 4 23 14 20W5 1.1/1('Bova)Bead Rgid PVC 1 15 20MG 1-1116'Dgee Bead .Rigid PVC 3 16 20007 Scnw Cover R1gId PVC / By 17 20008 Add-on FINFIarxJe R b PVC Miar' Product 1a 20009 1°Mullion Cap Po kl PVC 5 19 20011 Active AstriVal Cover ftid PVC ; 20 20012 Sin Door Acua al Cover 111&PVC DOOR / 3 ® �A)ADDED#38-JR-03/18115_ 22 20018 Sill Screw Cover Mold PVC JAMB / °1 B)ADDED PARTS#27,#45 6,946 23 19031 Anchor Plate Alum..6083-T6 JR-01/24/16 24 20020 Threshold Cover Alum„6083-T6 U 2s 20021 Drip Cap R91d PVC 20 20023 Mnga Trim Cover Rigid PVC z 27 9047 7/Re Square Be ad RgidPVC 87 28 Fm Weatheratrip 35 :� m 28 167113 Frame Westhombi 31 714FPT410XW Frame-to-Wide Slab Scnw.#14 X1-1/r PR FH,18.625'O.C. Stainless Steil 26 DOOR PANEL 32 7S101X Frome-to-Nor.Slab Screw:010 X1'Ph.FH,28'O.C. flSt2lnlma l � r� O HINGE STILE 33 8X1FPT410 Rehdweement Screw#8 Xt'Ph FH,18.O.C. Stainlessl 70 u0 e" 34 710X2FPAX Fmme Assombl screw.#10 Xr Ph.FH l DOOR PANEL "I N also '+� 35 714FPT410 W-W Slab Assombry Straw.#14 X1.1/2'Ph.FH el / 0 W38 71420X225 N-W Slab Aaeamhly Screw i114 X2.114'Ph FH el 37 TPS Spacer System LOCK STILE ® O LL N J CD Z rn LL w 38 Cardinal XL Edge Spacer 39 Duanox DureSeal Spacer,Composite Sealantil)—lcard U U X D 6 40 52609 Ouenex SuperSpacer,Foam EPDM vd Desslccant I--Z 0 Q.' '°N Ti20028 Setting Block,85-1-5 duro. Vlrrl'I 33 C W m Y F Dm0 42 BackbeddlnlF Dow-995or GE-7700 slucoce ^> 0 O 'V J N 43 n Gas INSTALLATION Z R Z 0, c e" 44 6HL5140 Hot Melt Butyl ANCHOR ... p C) LL 45 1652 Settl Black 8116"x 4'x 3118',05+/.6 duro. Neoprene 71 32 z m 0 46 1814 Setting Black V7 x 1'x VB',85+1-5 duro. I NeopreneLJ 47.73 Sae Harewam BOM,Table 12,Sheet 12 0 0 Z 90 zeo33 Yuetiw Aatra m Aeetd INTERIOR ® 0 t¢ 1aa43 91 20035 Active Astagal Cap Acatelr ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. 72 38 2 Q Z ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. F- 33 a W III alO°S 41 DOOR ° LL w 4)JAMB 22 w � 0 z to 29 O p DAYLITE OPENING(DLO)SIZES 3 / j O LL 24 sia0 sal�a5 WHEN USING PART#3:(WIDE RAILS OR STILES) 2 ll '°s X DOOR FRAME HEIGHT-12.1=DLO HEIGHT SIDELIE/TRANSOM XDOORFRAMEWIDTH-12.3=DLOWIDTH L`i i7f'1 rtiq/ '•i�, XX DOOR FRAME HEIGHT)-12.1=DLO HEIGHT JAMB W/NARROW `��( •' 1�,4, XX DOOR FRAME WIDTH I2.11.5=DLO WIDTH .`1:�;.\�' '•. •..o i� SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT FRAME SLT/TR FRAME WIDTH-12.1=DLO WIDTH DOOR 6 WHEN USING PART#4:(NARROW RAILS OR STILES) SLT/TR FRAME HEIGHT-4.9=DLO HEIGHT SILL _ a1 SLTITR FRAME WIDTH-4.9=DLO WIDTH 16 .��`,�• „�a.,��(6 _ SIDELITEITRANSOM `' `<[iR'.O •''.+f 34 31 SILL WANIDE FRAME J'�'rn?•4;,L 1 (HEAD SIMILAR A.LYNN�MILLER,P.E. P.E.#58705 t HARDWARE DETAILS&LOCATIONS 52,55 53,55 47.49 62.63 60 68 67 70-73 - / 52.54 / PRODUCT RBV[SED as rompIYNB with Wo Flaridt Building Code EQUALLY- / P rafionl)w 16 (X C9 SPACED 67 ©Y Minn de hoduct / 47-49 / \ A)NO CHANGES THIS SHEET / 53.54 / o \ JR-03/18/15 m B)NO CHANGES THIS SHEET EQUALLY. ° ° JR-01/24/16 SPACED O O R. O �aa co EQUALLY- \ MAX. \ / �•f. r o7°0 O u) SPACED \ \ / O'R -) N J�L O J J\ Oo=II LL -LL ro ,uo�p MAx 00 X N o 8' FW-Z O L 'oN M 70 73 70 73 s MO > O YO J N "X"CONFIGURATION "X CONFIGURATION \ 61 Z a Z o LU IL O SEE DETAIL, Q N TABLE 12: SK SIMILAR l° ~ # PGT Part# Description Materiel ® m OO E +ea"s 47 666032701 P3000 3 PT no Lock(6'6"),Amesbury no. Stainless Steel HINGE DETAIL: O U) V) 48 666032702 P3000 3-PT Rhino Lock(over 68"),Amesbury Inc. Stainless Steel U to Z 49 71032X1FPFX Rhino Lock Screw:10-32 X 1"Phil.FH Stainless Steel a W Ir W.s 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel O O o x a. Z 53 20028 Center Strike Plate Assembly,Amesbury(no. Stainless Steal -j 2 U3 54 78 101X Strike Plate Screw,Qq:410 X 1"Phil.FH 410 S.S. ED Z V) Lu 55 7SX12PFHUX Strike Plate Screw,()N:#8 X 1/2"Phil.FH 410 S.S. @ 0 u 60 7SBI202 Flush Bolt()OQ on1 °sap sauas 61 7803726 Flush Bolt Rod QOQ 4" 62 420034 Flush Bolt Guide QOQ O " I r Jill, . v :i(PJ s•, :% 63 7832X12FPXP Flush Bolt Guide Screw.6 32 X 1/2"Phil.FH rv. ; 64 48033N Guide Pin QOq 65 78036 Flush Bolt Strike Plate()0q,Amesbury Inc. Stainless Steel 66 7832X12FPXP Flush Bolt Strike Plate Screw,QOQ:#8 X3/4"Phil.FH 410 S.S. 'T': ;;,.�g:J 67 vanes Handle/Lever 9116" 68 varies Dummy Handle/Lever 4" —__1{ BEYON PANEL 70 20025 Butt Hinge,Amesbury Inc. Stainless Steel 71 71032X1FPFX Hinge,Slab Screw:#10-32 X 1"Phil FH Stainless Steel � e0 FLUSH BOLT DETAIL: ;,• �.:•, ry C�iC,;•.'• �.,: 72 7S101X lHinge,Frame Screw#10 X 1"Phil.FH Stainless Steel '•, ue`; Eirtri I��.:�•.•. A.LYNN MILLER,P.E. P.E.#58706