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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: } /- DATE FILED: , 5` C 1�� PERMIT# I v I V lU "�T'to-55 REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 6144 Santa Margarito Dr DETAILED DESCRIPTION OF PROJECT REVISIONS: Correct product approval to 17-0504.06 CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1522717 ST. LUCIE CO CERT.#: 31032 BUSINESS NAME: The Home Depot QUALIFIERS NAME: Roberto Sanchez ADDRESS: 6500 NW 12th Ave#110 CITY: Ft.Lauderdale STATE: FL ZIP: 33309 PHONE(DAYTIME): 4074595599 357 FAX: OWNER/BUILDER INFORMATION: NAME: Abbe Geller ADDRESS:293 W 27th St CITY: Ship Bottom STATE: NJ ZIP: 08006 PHONE(DAYTIME: 9737271155 FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 4; Revised 06/30/17 F�� LR . . .. • . . . . . .. . . . . . . . ... . .. . . . . . . . . . . . . . .. .. . .... -.. . .,. . . .. .. . .. ... . • . . . . . . . ..• ... r.. . . .., ..• . . . ... ea . . • • • . . . . .. . . • i .'. . `.. . . . . . . .. - . ... . . . . . . • .. w , .... . . .... ., .. . . . . . . .. . . . . ... . . . . . . . . . . .?i. . . . . ... .. . . . . ... . . . .. . . • . .. . . . . . . , • . . . . . • . . . . •,� ».. ... . . ••. • •. . . . . . . . . , . . • ' •. . .... .. . .. , , .,.... . . ... .. . . . . . .. . .... ... . . ... , . . .. - • . . . . . . . . ..•...... . . ... . . . ........ i. . . . ...... .::. ...... . . . ..-... ...• . •. ....... . .... ... . . . .• . ._.. ..-.. .. . ..... . . . ._s .'.. .....,.. • . . . . . . .... . . • . . .... .. .. . . . . . . .. . . .. . . . . . . . . . . . . � . . . . . .. . . ... . . . . . dGti . . . • . . . . •.. . . . . .. . . . . , CA . . . . . . . . . . .... ., . ...,. .•. . . . .... . . . . . . . . . . ., . . . . . . . . . . . • . . yp . . . . ... . . . , . , . . . . . . . . . . .. .. . . .. . . •, . . . . . . . . »fit C). . . . . . . . S ' . . ♦ • • = ' •j.i.• • .• •.. ..•,.• • . . . .• • • • •• . • R♦Ty .!w• r • .' . R r . i:. •. • • . , • • e . . • • e i= ' . Co • • .• . .. . .... • ..•. • ..a • • • •.• • . . . . • , • •� • • • .i• • • • • • • . . • . . . • . . . . . . . . . . . . . . . .i • •,fit • 5 • . ... . FrJ. . . . , . . . • . • . r . . .. , R • .• . .. . . . .. ... . . . . .. , .� . . . . . , , . . . •C4 . •.. • e • . . . •. . . ......•.• ... .. • , r • ... . • . , . . . • . . . w .., • . • • • M / • • • • • • • • . • • • . • . • • • • , • a . •• . . , • • • •87 t Co �..:- Scanned with Cam5canner ._ .. :; PGT ORDER FORMS, SPEC SHEET#am''�,,,�,,rs» Sheet 1 of 1 DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT TIME 12:57:59 SALES CONSULTANT Paul Stahl YES NO YES NO DATE 03/1412019 ORDERED BY PGT USE CSR&EXT TOM V.x21326 ALICE W.x21343 ORDERED BY PHONE# S,O.# DEALER# 12228 CITY,STATE SHIP DATE CUSTOMER ANNE GELLER SHIP TO# SHIP VIA . JOB# 1-JLVBP95 MDI? YES NO LEAD TIME AUTH PO# IF'NO'INDICATE STANDARDS DESIRED CHECKER'S INITIALS WINGUARD(IMPACT) ENERGYVUE(NON-IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO REMODEL NEW CONSTRUCTION WOOD OPENING #12 WOOD SCREW 1/4'.SS TAPCON 1/4"SS4 CRETEFLEX CONCRETE OPENING o Gass W Options LABOR " ` FLANGE z ¢ STD XO eiatlr TYPE TOP-or- Hardware OPTIONS/ _. ;I P 8. .,;: ,.: ::..:.PGT., -.SPEC„ ;-oa>�BOX :: .WIDTH HEIGHT a.; ¢ 0r-REV S-Stetionary,�=,_ '. HANDING ,FLAT( or-,;' t. BOTTOM., .Scieens MISGITEMS,WIOTN HEIGHT :COUNT ROIM Q. SERIES# ,CODE..;FRaE..ltlCERtOR ,EXTERIOR (fn.)- ,-(In.) UI - _� >STACK,.,.Vlewedlromthaodtsrde.,� „v„(RH-or-LH SCULPTURED.(� �C�?[3E 1 LIV 5400 PD-F B �WH WH 72.00 96.00 168 2 X S Standard,TMP: 2PNL FuII,Standard: WHT 2 LIV 5400 PD-F B WH WH 72.00 96.00 168 2 x S Standard,TMP: 2PNL FuII,Standard: WHT 3 LIV 6400 PD-F B WH WH 72.00 96.00 168 2 % S Standard,TMP: 2PNL FuI1,Standard: WHT • • I have reviewed and agreed with all Job specifications and the Special Terms&Conditions on the back of the yellow(Customer)copy. Customer Signature MIAM[.DADE MIAMI DADE COTJIgTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NO'T'ICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHS(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 AHS 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 VelocLty.Hurricane ESCRZPTION: Series"FD-5455"Outswing PVC French Door w/&w/o Sidelite and Transom—N.I. APPROVAL DOCUMEN rawmg o. - ertes ttt e myI French Door and SLT/T'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 Section. SSILE�: ac�unit AIG . LABEL beara p ment label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENE`VAI, 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.16-0126.06 and consists of this page I 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. MiAMFDADE COUNTY NOA No. 17-0504.46 r d� Expiration Date: January 23,201.9 Approval Date:December 14,2017 f Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.04) 2. Drawing No. MD-455.1, titled"Vinyl French Door and SLT/TR", 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 Aix 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. (Submitted under previous NOA No. 16-0126.06) 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 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. 13-0815.04) 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 5111 Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NDA No. 15-0409.01) 2. Glazing complies with ASTM E1300-09 Man l Pe z,P.E. Z'1_1 Product Con rol 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. (Submitted under NOA No. 15-0409.01) 3. 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. (Submi`ted under NOA No. 15-0409.01) 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 NDA No. 15-0409.01) 5. 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. r. (Submitted under NOA No. 15-0409.01) 6. Quanex .Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft?°F, ASTM F 1249 �YVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 T.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.-ft2-°F, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 T.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under N0.4 IV& 13-0815.04) 8. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.04) _ 9. PVC-AA.MA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA F6nestration Exterior Profile Certification Program. r (Submitted under NOA No. 13-0815.04) a. i Manuel PerO,P. Product Control Em' er NOA No.17-05 4.06 Expiration Date: January 23,2019 F Approval Date:December 14,2017 E-2 3 i f PGT Industries,.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 10. * Vision Extrusions,Ltd. Parts complying witn 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 Program. (Submitted under NOA No. 13-0815.04) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC St' Edition (2014) and.FBC 6h 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 Miller,P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7370 and FTL-7338, issued by Fenestration Testing Laboratory, Inc., dated 05/23/13, signed and sealed by Jorge A.Naya, Jr.,P.E. (Submitted under NOA No. 13-0815.04) G. OTITERS 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 - N.I., approved on 05/05/16 and expiring on 01/23/19. Manuel Pe .E. Product Control xam ner NOA No.1 -0- 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&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. Min.Edge Min.. Group Anchor Substrate Distance Embedment PRODUCT It SED 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. cs complying wirDdw Fri s>da MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF Ungrouted CMU,(ASTM C-90) 1" 1-1l4" H,cmpl Cod4PIfead-tt 'NORMAL WEIGHT AND OF COMPRESSIVE STRENGTH OF MIN.1.9 KSI AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A 3/16"Elco Uitracon 9 Ungrouted CMU, ASTM C-90) 2-1/2" 1-1/4"4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1.THIS SHEET.ALLWOOD BUCKS LESS THAN 1-112"THICK P.T.SOuthem Pine(SG=0.55) 1/2" 1-3/B"ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO #10 Steel SMS(GS) Aluminum,6083-T5" 5116" 0.063" Dy SUBSTRATE.WOOD BUCKS DEPICTED AS 2XARE 1-1/2"THICK OR GREATER.IXAND 2X BUCKS(WHEN USED)SHALLBE #10 410 S.S.SMS !,1>,30j ode DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE #10 18-8 S.S.SMS Steel,'A36" 5/16" 0.063" RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. B Steel Stud,A653 Gr.33" _ 6/16" 0.063" P.T.5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT AT 3.4 KSI MIN. -Southern Pine(SG=0.55) 112" 1-318" o C)UPDATED TO FBC 2017, PER ASTM C1 107.(DONE BY OTHERS).MAX.114"SHIM SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH 3/16"FICO Ultracon Grouted CMU,.(ASTM G90) 2-1/2" 2-1/4" ADDED SPACER DWGS., _ 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" i,2 REVISED 422-JR-04/10/17 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE 1/4"Elco Uitracon Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. P.T.Southern Pine(SG=0.55) 9/16" 1-316" � Y U 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT #12 Steel SMS(135) Aluminum,6063-T5" 318" 0.071" W _ '"ea LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR #12 410 S.S.SMS w e CORNERS OF THE FRAME.EXTERIOR INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY Steel,A36" 3/8" 0.071" U) 0 FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE #12 18-8 S.S.SMS INSTRUCTIONS. Steel Stud,A653 Gr.33" 3/6" 0.071"(14 Ga) }^ y elan 0 tri P.T.Southern Pine(SG=0.55) 1-318" CD-cyN W Lo 7)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. 1/4"EICO UltfaCOR Grouted CMU,(ASTM C-90) 2-1/2" 1-3/4" 1 USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO C Concrete(min.2.65 ksi) 1" 1-316" Z LL m x RESIST LOADS IMPOSED ON THEM BY THE DOOR,SIDELITE OR TRANSOM. - c Concrete min.3.35 ksi 1" 1-3/4" 0 W T a Fe 6)DESIGN PRESSURES: 114"Elco 410 S.S.CreteFlex Ungrouted CMU, ASTM C-90 2-1/2" 1-114" w U OD K ""0 .aN A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 9 ( ) ~Z t sM0 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS P.T.SOulhem Pine(SG=0.55) 1" 1-316" F- PER ASTM El 300. 114"Elco 18-8 S.S.Aggre-Gator Concrete(min.3.27 ksi) 1-1/2" 13/6" ro Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Ungrouted CMU,(ASTM C-90) JAW 4" 1-1/4" r- Z LL LL 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE 114"Elco Ultmcon Concrete(min.2.85 ksi) 1-3/0"REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHISPRODUCT.THE D114" EICo410S.S.CfeteFlex Concrete(min.3.35 ksi) 1/2" 1-3/4" 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO m 0 tae4s - CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ® N 0 2 2. (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE, Z TABLE 2: 0 0 z 10)ALL RIGID PVC AND RIGID CELLULAR PVC MANUFACTURED BY ENERGI FENESTRATION SOLUTIONS USA,INC.O R VISION < W Z In 's LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. Type e Description p LL � 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE. � `, ' 1 118"Tempered-5/6"Airspace-1/6"Tempered cwi Z Z 12)REFERENCES: 2 3/16"Tempered-112"Airspace-3116"Tempered uJ 0 ' 0 LL TEST REPORTS:FTL-7339&7371 SEE SHEET 3 FOR SPACER INFORMATION. NONS:ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NONS. ENERGI FENESTRATION SOLUTIONS USA,INC.OR epi ass0-sues VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA 13 THE 5455 SERIES IS ALSO KNOWN AS THE 455 SERIES. `�'t �•'•LICENSE'• GUIDE TO SHEETS: Material .Min.Fy Min.F" No.58705 GENERAL NOTES...........................t _ �' Steel Screw 92 ksi 120 kei ELEVATIONS...................................2 — *— I"Screw, 60 ksi 95 kai GLAZING DETAILS..........................3 CODES/STANDARDS USED: 410 Screw 90 kei 110 kei DESIGN PRESSURES.....................4-5 °2017 FLORIDA BUILDING CODE(FBC),6TH EDITION r 1.O �-77— azi e2014 FLORIDA BUILDING CODE(FBC),5TH EDITION _ 0 ' S TE F Elco A9gre-Gatorau 57 kei 96 kel ANCHORS........................................4-6 ( ) Elco UltraCon® 155 kei 177 kel INSTALLATION................................7.9 •ASTM E1300.09 % ,:F<ORI1? EXTRUSION PROFILES..................10 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 410 SS Elco CreteFlexO 127.4 kai 189.7 ksi i,,�ONAL IrGN 6063-T5Aluminum 16 kal 22 ksi PARTS LIST.....ILS..........................11.12 -ALUMINUM DESIGN MANUAL,ADM-2015 ' CORNER DETAILS..........................11 eAISI 5100-12 fill A38 Steel 36 kei 56 kai HARDWARE DETAILS.....................12 _ -AISC 360-10 A.LYNN MILLER,P.E. Gr.33 Steel Slud 33 kei 45 kei P.E.#58705 EXAMPLE CONFIGURATIONS 40" (-� 40" MAX. 3 •' 76"MAX. I TIYP. 3MAX.ULL 1 1"MULL -.-.-� 3MAX" TYP. MAX.6" I i (► MAX.SLAB (38.7r MAX. i'm �+-- 1"MULL WIDTH PRooucT Rsv)sso A_ cs cn�itpiyirg with tnc FlmalA 77 /, /�• •`\ �/ /• i3ui(di�^Cato co No„1 h•'W�J 93-7/8" HEIGHT BX MAX.SLAB (ALL DOOR A4icnni 'da aduoi 0o .? / HEIGHT CONFIGS.) 2 C)NO CHANGES THIS SHEET JR-04/10/17 ' P.DOOR SLAB X XX SHOWN)( OR XO( OR XO ONO W r2 � U 4 (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE 6 '^Ia SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) .O 30.8 FT'MAX. 30.8 FT'MAX. 40"MAX. DETAIL SEE SIZE RANGES SEE SIZE RANGES HORIZONTAL MULLION ��.( MAX.' }toslop p to HEET H FROM TABLE 8,SHEET 5 FROM TABLE 8,SHEET 5 I I MAX. U' N v a u�l -� LENGTH Op ❑ o —7 Z m u 40" 40" W U C, ®Q Fg p IN 76"MAX. MAX. 106.1X. I T p, H- � I pmp yl ( ) �� TYP. 98AX . AX.--��ii 1"MULL X2 MAX. MAX. I--- 1"MULL CD � a J DLO DLO Z v Z T O % \ MAX. MAX. 1"MULL Q ❑ lee4S HEIGHT HEIGHT ® O Q /• \ OR WIDTH / OR WIDTH ❑ 86"MAX /• LL VERTICAL U O Z MULLION / ¢ W U allay LENGTH LL D.1 \ / O LL (L � a \ / \ z LL \ / \ Ilia 'asap seua5 O XXIO SINGLE O SINGLE O OIO(MAXIMUM OF 2 (WIDE STILES AND WIDE (WIDE STILESAND WIDE (NARROW STILES AND NARROW MULLED SIDELITES) �` •'�1cENSF••.��� RAILS SHOWN ON SIDELITES)' RAILS SHOWN ON SIDELITESI RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW O/O WITH O/X WITH „' •. RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL ;*i No.58705 NOTES: MULLION MULLION _ �eaal 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED.2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS PERTHIS NOA. (WIDE STILES AND (NARROW STILES —-9 . �3)MULLED CONFIGURATIONS NOT SHOWN.MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA WIDE RAILS SHOWN AND NARROW i p4)FRENCH DOOR MULLION IS LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON � •. (/ 5)NARROW OR WIDE STILES AND RAI LS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY. TRANSOM) TRANSOM %�s'•.!cLORIDN.•'G\�� 6)ADDITIONAL CONFIGURATIONS USING THE 1"FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS ASS/()NAL A REFERENCE FOR SIZE LIMITATIONS• ` �1iiilllll0\\ A.LYNN MILLER,P.E. P.E.#58705 SILICONE DOOR,SIDELITE&TRANSOM GLAZING DETAILS STRUCTURAL 1/4^NOM. POLYISOBUTYLENE WITH DESICCANT 7/8"NOM. "NOM' EXT.GLASS 38 4SG TP ACE GLASS STACK SS STACK 4SG TPS PRODUCT REVISED as a rAyiag wiUt Lhe FlarMa INT.GLASS 00ding CadeAcm ' "Dy •hpn��7 518*AIRSPACE 112"AIRSPACE • 3/16"TEMPERED GLASS E�pLaaw Nt 11�"TEMPERED GLASS tratina Date HOT-MELT BUM By ' 1/8°TEMPERED GLASS 3/16'TEMPERED GLASS,, STRUCTURAL TAi i Yrwllucr _ • SILICONE 3116"NOM. FOAM WITH EXT R 327 GLASS BRE EXTERIOR 327 GLASS BRE DESICCANT SC -04110ADDED SPACERDRAWINGS- \/lr� EXT.GLASs 39 SUPER JR-04110117 0 SPACER®NXT U 38 39 40 41 43 8 39 .40 41 43 INT,GLASS > 9 U) nab Q 42 42 n aloD 0 L6 ALUMINUM Q M GLASS TYPE 1 GLASS TYPE 2 REINFORCEMENT Z LL� n 5/16"NOM. U U p ®� Fa BUTYL& W—c0 s< � umwp .aN C 'Q It-• JMG DESICCANT ( J FOAM DURASEAL® z 3 rn r EXT.GLASS 400 LL 718"NOM. 7!8"NOM. SPACER Z O I GLASS STACK ^I GLASS STACK 0 -- � Q +„ys N INT.GLASS ® m J z Z, 5/8”AIRSPACE- 1/8"TEMPERED GLASS 112"AIRSPACE o 3116"TEMPERED GLASS rj Z O aluoS �' POLYISO- DESICCANT FILL AREA W O w O � 118'TEMPERED GLASS 3116"TEMPERED GLASS B�TYSEAL 5116"NOM. it J z tv SILICONE SEAL � Z � p 27 ROLL-FORMED 5 Q 1 EXTERIOR ttSs EXTERIOR 27 lute• STAINLESS STEE XL EDGE'"' X171 asap saws a &-\\ GLASS BITE GLASS BfrE 4 a 4 4t SPACER EXT.cLAss `�.��GNY LYNNM�•,, 38 39 40 41 �Q 38 39 40 41 �•:••L\CENgF••,��� i �o - 1 1 INT.GLASS _*; No,58705 :• 42 42 P art Description Material �� ••. –/ 2g ��'r��� I GLASS TYPE 1 GLASS TYPE 2 Kommerling 4SG TPS Spacer System See this O,�FS''•8�<oRIOP,.•'G���� SHOWN IN SIDELITE ADAPTER SHOWN IN SIDELITE ADAPTER Quanex Super Spacer nXr with Hot Malt.Butyl Sheet for '� ONALQuanex Duraseal Spacer Malerlals �11III11Cardlnal XL Edge Spacer A.LYNN MILLER,P.E. i REFERENCE TEST REPORTS:FTL-8717,8968&8970 RE.B 5B705 ` S SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION W (XX) 4°p.c. IN., (010) (XIO OLX XjX OIXIO XJOIX,OIXXIO, ETC) SEE TABL 4, --- SEE MULLION CLUSTER -- SEE.MULLION CLUSTER THI5 SHEE `�� DETAIL BELOW `��\DETAIL BELOW 4"MAX. —►I MAX. —�� ASTRAGAL FOR QUANT Y. / L _C7_1LUSTER– SEE TABLE 1, I_ SIDELITES SHEET FOR ATTACH TTO OTHE THE I PRODUCT REVISED MNC. r 9,MAX. MAX. r ___ -- ,TYPE \ _ _7 / MULLION ASPER �� as conn Y ng with the Florida �I �I I THE INSTRUCTION 'r I ,; Building Code I \i I OF THE INDIVIDUAL I I Acceptancn ISu % I i / I ODOR OR SIDELITE I I £ irati.na Date 20 r9 CENTERED CE TIERED I I 96" I I I By BETWEEN HINGES I I / 8 EN \ I MU LION I I I I 96"MAX. Miami}�ps1a rnduut SEE // INGES 3LE 5: > MULLION SEE'l LEN THIN i I TA VERTICAL MULLION I LENGTHIN NOTE 11 12°O.C. NOTE 111 I r. I VE TICAL VERTICAL I / MAX.®LOCK CE TERED I / I APPL ATIONS DESIGN PRESSURE I I APPLICATIONS ic CENTERED I I I I I BE EN I I I SEE I +/-70.0 PSF I C)NO CHANGES THIS SHEET, BETWEEN I H GES I I JR.04/1011 HINGES I NOTE 1 I I . \ I I \ / I I I I I I" o: �I I 1 I 1 SIDELITE JSIDELITE SIDELITE DOOR �� J U MAX. L 9"MAX. 0-12^ W i C0 U) 'eay ANCHOR REQUIREMEZZ NTS ANCHOR REQUIREMENTS w ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD o ig❑ouLO 0 ' SAME AS HEAD SAME AS HEAD MAX. MAX. }n o W a7o0 O N X USING ASTRAG 6^ '' 6 ,/fy–�J� 1^MULLION CD v w w i 'r MULLION \ O_j {� TABLE 4• MIN. J;M�A� \\4"O.C.MIN. 4"O.C.MIN.// 4" \\4"O.C.MIN. Z LL TABLE 3: I 0 XX Door.Astragal Cluster Anchors Required II 1 II =W DOOR DESIGN PRESSURE Head&SIII t I SEE TABLE 6, I __– SEE TABLE 6, U U co `x a um w0 'oN +Ido.O PSF Gless Type 1 Door Width(in) \ --- I THIS SHEET, t I OR ANCHOR THIS SHEET, W m t DMO \ SIDE- SIDE- FOR ANCHOR . +1-70.0 PSF Glass Type 2 48 60 72 76 \ / \ SIDE_ DOOR/ / QUANTITY,SEE � / QUANTITY,SEE o� p o LITE LITE / TABLE 1,SHEET "LITE TABLE 1,SHEET r Z O LL 1 FOR TYPE 1 FOR TYPE ` m m t°� m c°4 m p ❑ ZQ O TABLE 6: an O 80 4 4 4 5 4 5 4 4 Anchors Requited for a Venl®I Mullion(each mulllon end) FOR°OIXXIO° ® m O R' laayg 96 4 5 4 8 4 8 5 4 Doorar Sldelde/Ttansom Width(In) AND SIMILAR u F " 12 24 32 3&3/4 40 CONFIGURATIONS U N Z qq U CONTAININGA Z lU 71.=S Mullion ah m ❑ m u ❑ m u o m O o DOUBLE DOOR < W Height n o e. n h n ii n n n a g n t a t n ()()(),USE p TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) g e e _ ONLY HALF OF F u_ Z EL �° (in) a`m a` d�M. O a � L7 MULLION ATTACHMENT&INSTALLATION Door NA z 1 z z 1 3 z 1 wA wA wA THE FRAME w N eD WIDTH OF THE O Z Lll ATTACH DOORS, – SLTITR 1 2 i 2 2 1 3 2 1 3 2 1 DOUBLE DOOR LL SIDELITES& Door s6 WA 2 1 3 2 1 3 3 2 WA WA WA WHEN USING aprlasa0 saueS TRANSOMS TO THE —� ��/ \``� SLT/TR 1 2 1 3 2 1 3 3 2 3 3 2 THISTABLE. MULLION AS PER THE INSTRUCTION – / \1"MULLION INSTRUCTIONS: ���\�(jNY LY1V1v OFTHE INDIVIDUAL TRANSQ�1 `\�\ \I HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR ; .� ,•,• PRODUCT ---/– — \ I _4MAX MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH �.�..• KENS APPLICATIONS HINGE LOCATION(RECOMMENDED#10 FLATHEAD SMS OR 3/16"FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). i 1 9'12" ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR No.58705 L MAX. / TWO(2)ANCHORS EXAMPLE,ON AN'XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE – //(+ TABLE 7: DOOR OR \\ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. l �$' �;• _ HORIZONTAL MULLION SIDELITE `�� i MULLION END. DESIGN PRESSURE _ – NOTES: %O SATE O l(7� \�` �'�! 1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. %T •'•," 2)MULLIONS SHOWN ARE STANDARD 1"FRENCH DOOR MULLIONS. %(ass•.�ORIOP. "`G,\?�` +/-70.0 PSF 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. ONAL 3�\1' 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. '///// 1\\\ I I TRANSOMS WIDER THAN 40°WILL REQUIRE ADDITIONAL 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40"IN HORIZONTAL APPLICATIONS. Iffy ���III--- STRUCTURE OR DADE-APPROVED MULLION BETWEEN 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITFJTRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. TRANSOM AND DOORISIDELITE. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.#68705 TABLE B: Sldellte/Tronsom Design Pressure(+!-,pan for Glass Types 1&2 Long Side(in) 633/16 66.5/8 68 70 72 76 78 82 1 84 88 92 96 98 104 108 111 24 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/40 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 28 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 32 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 36 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 PRODUCTREVISEDwif the av mmF�iying with the:lnnrde 383/4 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 Pui3diug Codo n! - 40. +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70PBNO ^ccPimticn Dme � . 42 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/.69.6 +138.5 44 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/.69.6 +/68.6 +/.67,7 +1-67.3 B � ) 1vliemi eda m 46 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +169.4 +168.7 +/67.6 +166.5 +/-65.6, y 48 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/69.1 +/67,6 +1-67 +/65,8 +/64,7 60 +/-70 +/-70 +/-70 +/-70 +/-70 +/-68.4 +/67,6 +/66 +1-65.4 +/64.1 C)NO CHANGES THIS SHEET to 62 +1-70 +/-70 +/-70 +/-70 +1-69.1 +1-67.1 +/66.2 +164.6 +163.9 JR-04110117 54 +/-70 +1-70 +/-70 +1-69,2 +/68 +1-65.9 +1-65 +1-63.4 56 +/-70 +/-70 +1-69.7 +168.3 +/-67.1 +/.64.9 +/-63.9 58 +/-70 +/-70 +/-69 +/-67.6 +/-66.3 +/64 W 60 +/-70 +/69.6 +/68.5 +167 +/65.6 co -=a az +/-70 +1 .2 +/68 +/6e.6 0 r R Lo 0 83 -3116 +/-70 +/-69,1 +/67,9 +/-66.2 N Q °1°0 0 L6 66-5/8 +/69.1 +/-68.9 0 � O o =W ®¢ e SIDELITErrRANSOM INSTALLATION(0) LU v W �< °"°'O -°N I--Z t DAG O J 04 28"O.C.MAX. 23-112"O.C.MAX. 28"O.C.MAX. 23-112"O.C.MAX o !n IF SHORT SIDE IS IF SHORT SIDE 1$ IF SHORT SIDE IS IF SHORT SIDE IS u ❑ LL 40"OR LESS - I OVER 40" 40"OR LESS - OVER 40" Q O ______________ ® N O LU +aays i O 1 I I SEE TABLE 9, ❑ Imo-• I SEE TABLE 9, I SHEET 6 FOR U) Z SHEET 6 FOR 28"O,C.MAX I _ I I i 28'O.C.MAX. I IF LONG SIDE IS I U IF LONG SIDE IS I ANCHOR I ANCHOR a z w along 40"OR LESS I I I QUANTITY,SEE 40"OR LESS I I I I QUANTITY,SEE ty D_ I I I TABLE 1,SHEET 1 I 1 I I TABLE 1,SHEET 1 O IL z I I FORANCHOR �I I I FOR ANCHOR J C7 Lo I I I TYPE. I i TYPE. W ' > ❑ ti I I I I I 1 I I I I I I I °1):1 'asap saua 23-1/2"O.C.MAX 23-112"O.0.'MAX I I I I IF LONG SIDE IS IF LONG SIDE IS I I I �/ OVER 40' I I OVER 40" ` `CENSF �(('/' 12-MAX(LONG SIDE) �-- --------------1 12'MAX(LONG SIDE) � Ra •��'� L--------------J 6^MAX. U�------------- No.58705 -� _*•: 1. s4 (SHORT SIDE I (SHORT SIDE) ~i _ (WIDE STILES AND WIDE (NARROW STILES AND NARROW ••;�VE I 4` RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITESI- �Q�•, O __U� NOTES: S,S,�0NAL\E 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEMIANSOM OR MULLED ASSEMBLY. 2)SIDELITEITRANSOM 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.S 58705 y ZIO Shat Side On) N 0 m Z m r N r N N N N N N N r N r N r N N N N N r N r N r N r N O-* E o'1 'o o'o o o S o o o m' o 0 0 0 0 6's o s o 0 0 0 o a o o W N b }m)}fp } }m }m 3 m• } } } }m}m }b}m }�p }t0 }t0 }tO }tm} x O m N N N N N N N N N N N N N U7 N N N N N N N N N TP OR N N N_N TP N N N N N °3 N 2 m m m o'm m m m m m m m a m m m a a a m a a ri a o:m m m a m a 3 m m m m m m m m m m m m m m m m m INTI D W W W W W W W W m a W A W A W A W W W w W w.w W w a N a N A N a N a N a N GrouroA ERZDo P C ICZD AA AA AA aA aw Aw Aw Aw AwA W a W a W a W AN AN ANaNaN Groups B-DAnchor m 9�P HmN O yD W W W W m m W W A W A W A N A W W m W W W W W W W W N W N W NAN A N A N Group A y W m 2 m V 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 AnchoGroupf W X Groups B-0 D°m Anchor m W W W W W W W A W A W A m A W w N w W W W W W W W N W N W N A N A N A N GroupA C: �n m ti Z a s A a a s W a w a w a w A W A w achor N a N A N a N roues m Gmups B-0 = W N a h a O� N W W W A m A m A m A m A m W W w W W N w W W W N W N W N a N A N A N An D Group o p chor o a a a A a w Awa 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 Gro ps B-D Om ZAnchor OW A m A m A m A 04 m W m w m w m W W W W N W N W N W N A N a N Group A � IT Anchor N N N 1-1-1 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-D O O 2 p W a W A W A W W m W m W m w W w m w......W N W N A N Group 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-D m ° nchor UDN1 W A m A W w m w W W m W W W W w m N m N W N W N m N A N Group A m m 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 oche( (n Groups B-D c _ Anchor W V A V w V W V W V W V W W W W N m N W N W N W N A N Group A m a Anchor A W A W A W A W a W a W A W a N a N a NAN A N A N Groups Bm-D O W Anchor ' G V W V W J W,w V w V W m N m N m N m N W N W N GroupA a 3 m D Anchor — � W w W w W W W W N w W w W N W N W-W N W.W N Groups B-D V O JW Vw JW Vw Vw VN VNmN mN.N N N GroTuo A Q P � } Anchor W W W W N W m w W w W N W N W N W N W N W N Groups 134) Anchor V W V W V W V w V N V N V N m N m N W N Group A N Anchor W w W W W W W W W N W N W N W N W N W N WW WW WmWm WwWw mWWmWm wWWWW mmmNWW NNNNNNN WVWWWUW NNNNNNN VWVVmmWt NNNNNNN WWVVWW7 NNNNN WWWmm NNNNN mWWWW NNNNN Groups B chor Group A nchor 1711 Groups B --D nchor mWGrow A chor Groups B-D N Anchor GroupA Anchor GmupS Anchor W NWNWNGroups C-DD .AAnOAm� m N W N V N V N V N m NF 0 mN mN mN mN WN W NGroups B-D J ``,IL 111 IlI/��' Revision a+p� DC=•n 1070 TECHNOLOGY DRIVE bT R e_•6 xs N.VENICE,FL 34275 .0 s 3 5 ` p (94.1)-480-1600 0= 5 D 0:� o �: � ® Z R m m z -2:O D O, COPYRIGHT®2017 PGT INDUSTRIES,INC. O a S = .0 m m '. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED y c" N z 'c�'•'°- 2` =VINYL FRENCH DOOR AND SLT/TR -25M13 y .o = fi N in '%zti� •.• SLTJTR ANCHOR QUANTITIES o� J ROSOWSKI T —[:,8 6OF12o° MD-455.155CFD- 45 y EMBEDMENT 1/4" INSTALLATION MAX T--- IlmSHIM 23 OPTION 1 INSTALLATION ANCHORS ' EDGE 16 INTO X WOOD. DISTANCE 13 1 TYP.ANCHOR TYPE, 68 67 3 EMBEDMENTAND EDGE DISTANCE PER 71 33 33 PRODUCT REVISED SUBSTRATE,SEE :7 cwnp{ying with 118 F@niSe TABLE 1,SHEET 1. B�dlding Code ACG:ptanGO No Expiration Drtt O19 1 ANCHOR PER HINGE O By TO BE THROUGH 'T)sdo mf SUBSTRATE.MIN.#10 FLATHEAD SMS,SEE TABLE 1,SHEET 1. 72 5 _ EXTERIOR 27 9 47 488 53 C)NO CHANGES HIS SHEET 20 'JR-04110/17 70 DETAIL ) 19 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR U OR FRAMING,SEE U) ^aa NOTE 2,HIS SHEET DETAIL ; TYP.ANCHOR TYPE,EMBEDMENT 0 ,?50 AND EDGE DISTANCE PER }n — afoa O SUBSTRATE,SEE TABLE 1,SHEET 1. TYP.ANCHOR TYPE,EMBEDMENT ANDAVOID INTERFERENCE WITH O N A 12 EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING 18 Om n.a 0 j TYP.ANCHOR TYPE, ❑ TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHOR TYPE, EMBEDMENTAND Z LL 0- n 1/4" STAGGERING LOCATIONS. 23 EMBEDMENT AND EDGE EDGE DISTANCE PER = EMBEDMENT MAX DISTANCE PER SUBSTRATE, i co 16 SUBSTRATE,SEE („)V O ®-I Mo�O ' SHIM 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. Z a sMa EDGE 16 o>r F DISTANCE :. 1 ANCHOR PER HINGE TO BE O'Z (q THROUGH SUBSTRATE.MIN. _ LL I I #10 FLATHEAD SMS WITH Z O 1 IIJJ MIN.3 THREADS BEYOND < I-- INSTALLATION METAL SUBSTRATE. OPTION 2 29 42 52 23 41 ou T. 00 I==ks INSTALLATION J� 71 7 m ❑ N ANCHORS DIRECTLY I 2 Z Z INTO MASONRY. L�LJI Z O 4 W 1-- efooS. K �� g }Z �;co 0 O Z LL 26 4oll PIP 72 4 af10 •osap seuas. EXTERIOR 32 EXTERIOR 47 48 nn •`! .•. V 1'FRENCH DOOR MULLION — 18 70 20 28 ���p"I LYNiV 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR1,10ENyE'•. DETAIL A� SUBSTRATE.MIN.3/16"FLATHEAD DETAIL I� DETAIL J� Q: ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. *; 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 BE USED ON ��T•.• S ATE F ((/ ANY SIDE OF THE DOOR,SIDELIE OR TRANSOM. 5."40R1OPON 2)WOOD BUCKS DEPICTED RECTLY TO MASONRY.WOOD BUCKS DEPICTED LI X ASX SHEET ARE -1 2RTHICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS O BE ENGINEERED BE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.IX WOOD BUCKS ARE OPTIONAL IF IY OTHERS OR AST CAN 13E LAP AED PPROVED BY HE ZONAL e ` AUTHORITY HAVING JURISDICTION. ���ff llllltll` ' 3)FOR ATTACHMENT TO METAL:HE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE FRAME OF HE DOOR,SIDELITE OR TRANSOM. LYNN MILLER,P.E. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELIE,TRANSOM OR MULLION APPLIES TO HA. E WHOLE SYSTEM. P.E.#ILLER TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE 1/4" 16 23 DISTANCE PER SUBSTRATE, OPTION 4 Mnx 23 10 SEE TABLE 1,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL, EDGE 1 ANCHOR PER HINGE TO BE DISTANCE 16 THROUGH SUBSTRATE.MIN. ` #10 FLATHEAD SMS WITH 1 MIN.3 THREADS BEYOND DOOR 67 29 METAL SUBSTRATE. VISIBLE LIGHT 33 71 5 WIDTH(DLO) 7 23 PRODUC1'RBVISEU NP.ANCHOR mcomplying with llx Fl�eidn TYPE,EMBEDMENT Building C6d. ANDEDGE Attcmlance Nu i ttan Die { { DISTANCE PER SUBSTRATE,SEE By _ TABLE 1,SHEET 1, bt3a•ni EXTERIOR 3 31 72 52 EXTERIOR 48 H C)NO CHANGES THIS SHEET ' 1"FRENCH DOOR MULLION70 '� 47 20 28 ¢JR-04/10117 DETAILL 1B MIAMI-DADE APPROVED MULLION(SEE SEPERATE (J NOA),ALUMINUM,STEEL <i M Y DETAILLE FRAMING OR STEEL STUD. 9 ^ U) '^ab INSTALLATION OPTION 3 DOOR FRAME WIDTH o cn10 r INSTALLATION ANCHORS THROUGH °lop 0 ui 1X BUCKSTRIP INTO MASONRY. TYP,ANCHOR TYPE,EMBEDMENTAND EDGE TYP.ANCHOR TYPE,EMBEDMENT 00 c'j Of V DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J m i 'T - EMBEDMEM TYP.ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O LLQ ^_ 1/4" EMBEDMENT AND 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT Z t0 g' MAX. OR STAGGERING LOCATIONS. T 1/4" =111 ®R ^B EDGE DISTANCE PER 7 ry1AX, 0011 p 3 SUBSTR EDGE ATE,SEE 23 1D I y SHIM 23 F Z C u v �plN SHIM 2p DISTANCE TABLE 1,SHEET 1. EDGE r N DISTANCE o co v ZQ O co TYP.ANCHOR 1 2 ` TYPE, 31 29 O 1aa45 EMBEDMENT 5 33 42 ® O AND EDGE O N C/) DISTANCE O O Z PER Z aloay SUBSTRATE, a WLL F SEE TABLE 1, O SHEET I. g Z_ U CONCRETE/CMU 31 EXTERIOR � Z tL PERANCHOR 3 4 EXTERIOR apt 'asap sauag ID REQUIREMENT 1X WOOD CONICRETE/CMU 32 1111111111 / EXTERIOR SEE NOTE 2, SIDELITEITRANSOM FRAME WIDTH 16 PER ANCHOR a 7r ��ANY LYIVN n THIS SHEET. DETAIL DETAILL REQUIREMENT INSTALLATION ``�l 1�cENSF•������ v DETAILLC OPTION 2 ' ;F� INSTALLATION ANCHORS •No.58705 INSTALLATION NOTES: DIRECTLY INTO MASONRY. * 1 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 •'. '`]�/� �1 -7T—•�� ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. O S IA7E OF 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-10.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO � •'•.-�40RIDP• 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 ORAS APPROVED BY THESS '••••••' NG�� 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,SIDELNE OR TRANSOM. ^///��NAL I`\\\�` 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E,N 58705 R INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. _ i EDGE 1X BUCKSTRIP INTO 2X WOOD. _�- EDGE DISTANCE DISTANCE n CONCRETE 4 32 16 PER ANCHOR ♦ • .a BUCKSTRIP OR FRAMING, �_ REQUIREMENT ' EMBEDMENT SEE NOTE 2, EMBEDMENT THIS SHEET 1 P3 1X WOOD 1X WOOD BUCKSTRIP,SEE , BUCKSTRIP,SEE 23 PRODU61'REVI th. NOTE 2,THIS SHEET- NOTE 2,THIS SHEET. B ldi.g o with the Florida 1/4"MAXSHIM 1/4"MAXSHIM. A—ptgmN nccePwnco No o .06' 18 25 o� C`�;i�r�ation Date �7 / 19 10 23 1 B f♦ 1 Mi •Dade Pc°drtct'r'bnuot TYP.ANCHORTYP.ANCHOR 18 I TYPE,EMBEDMENT TYPE,EMBEDMENT AND EDGE AND EDGE C)REVISED 11122-JR-04/10/17 TYP.ANCHOR TYPE, I I 29 DISTANCE PER DISTANCE PER "> II SUBSTRATE,SEE SUBSTRATE,SEE EMBEDMENT AND EDGE Tr- DISTANCE PER SUBSTRATE, SEE FLUSHBOLT TABLE 1,SHEET 1. 31 TABLE 1,SHEET 1.SEE TABLE 1,SHEET 1 I I DETAIL,SHEET 12.AVOID I I U INTERFERENCE WITH I I W 3 co •nay OPPOSING ANCHOR BY I I 8 3 > n CHOOSING THE CORRECTI Of 8 U LENGTH OR STAGGERING I I N m z 0 � LOCATIONS. DETAILO s y n C slop O to EXTERIOR 33 DETAILe" J o ? o zL-(0 n� I (� x ui ®a -Ta - WL) U ¢ Of amu�p .°N I 27 TRANSOM H zz S2 t Oma - DOOR WINDOW FRAME no>,a -I T VISIBLE LIGHT VISIBLE LIGHT HEIGHT 0 Z $ U DETAIL�H HEIGHT(DLO) HEIGHT(DLO) - Z LLO Q rn DOOR 42 FRAME m O 1aa45 33 HEIGHT - ® p M 'F EXTERIORI = Z Z U O INSTALLATION NOTES: a I W 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR I I DETAIL DETAIL 0 u_ -J t• TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE I I LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON 1 I L) Z ANY SIDE OF THE DOOR,SIDELRE OR TRANSOM. I I INSTALLATION TYPE,EMBEDNCHOR Z II TYPE,EMBEDMENT > - OPTION 2 AND EDGE apt •asap saua5 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X0,ARE INSTALLATION t4_ INSTALLATION DISTANCE PER III,,, / BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1/2".1X 11 I ANCHORS DIRECTLY 29 SUBSTRATE,SEE \\1111 ,,/WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE // DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED ASLED"2X"ARE OPTION 1 I 11 I 22 23 TYP.ANCHOR INTO MASONRY. TABLE 1,SHEET 1. `�♦ 0�1Y•LYNIV INSTALLATION ANCHORS 1-1/2"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE I I TYPE,EMBEDMENT ` '�••'�,10ENg•'•,C INTO 2X WOOD. AND EDGE '• F OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 1 1/4"MAX.SHIM OR 24 T DISTANCE PER 3.4 KSI NON-SHRINK, APPROVED BY THE AUTHORITY HAVING JURISDICTION. I * NO.58705 ` ^ SUBSTRATE,SEE 23 NON-METALLIC 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 I TABLE 1,SHEET 1. GROUT-FULL = SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE O LENGTH - � FRAME OF THE DOOR,SIDELRE OR TRANSOM. FULL LENGTH 1/4"MAX.SHIM ATE OF •`w` ••.• 4 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR. EMBEDMENT �i s G SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE 2X WOOD BUCKSTRIP EMBEDMENT CONCRETE PER ? S/O �N\\♦ SYSTEM. OR FRAMING,SEE © ANCHOR NOTE 2,THIS SHEET REQUIREMENT EDGE DISTANCE EDGE DISTANCE A LYINNMI LER P.E. 4.585" �j III � 4.922' ���- 2281' -►I I 3.925" -� 5� p� . 500" i .075" O 1.457• 075 ___LLL M ��^II .312' 1.750" 1.000' ❑� � U 15• F ' ,':7UCr RGv1SED SIDELITEADAPTER •ta,R lyiagwimth:Plmlda 4 #20003,Rigid PVC rtmply w ria �p 06 O1 FRAME HEAD$JAMB � FRAME SILL' PANEL RAIL$STILE #20000,Rigid Cellular PVC O 920001,Rigid PVC O#20002,Rigid Cellular PVC g 3.079• n'llm,as'a ucCCanmv�! ' .182• 1.503'. 2.146" J 1.500' �•{ I �+- 2.488' 1.097" ,S C)REVISED#22-JR-04/10/17 761" .278• TR � .374" a .080' I 131 z tom., � .080" 3.564" 3.518" .080" - 3.518" 4.561" > r U) 'ney 3.518" .100" Q ,Q � 0 .080" .080' 3.918' }^ a7a0 O vi U' E ? C v O a� 0 z- � E1.075• --►� .886• �- --� 1.075' LL a ,t ®� vMeO HINGE STILE TOP$BOTTOM RAIL PANEL STILE IL r Z °0q ` sma OREINFORCEMENT O REINFORCEMENT OREINFORCEMENT - I 1'076' ►� 1.075" 1.000" n Lu Lu ;r n #20013,6063-T6 #20014,6063-T6 #20015,6063-T6 ACTIVE INACTIVE 1"FRENCH Z '� 8 ASTRAGAL ASTRAGAL ASTRAGAL 1 DOOR MULLION z O 9a^ t.s -�{ #20016,6063-T6 #20017,6063-T6 #20022,6083-T6 1.450' �+-�- .060" 1.258" ® N O 70 11 075' O con 1.359" .062" (n�nn .375" .773"((/�_�� .062" = F- .610" awl 343" II -�II�- Z Z Z ������������ }TI l5 Z Z aioag .070" .640" I�- I Imo' 1.625 < W Q INACTIVE FRAME SCREW ADD-ON 1"MULLION ACTIVE u 13 16 17 18 19 ASTRAGAL COVER COVER FIN/FLANGE CAP ASTRAGAL COVER w #20004,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC #20009,Rigid PVC 420011,Rigid PVC > W LL a�11asa0 saua5 7111 ��/r .935" 1.012" 1. ��` Y LYN -j-�•�.832"l--t- 1.875" 1 I 2.285" 1 625" L i 0.125' I .� :��:.•'Or- .386" tC .386" .384" 723" .930" }1�- .553' \�J/�[�`' Q':7 '•.� .050' J " .047 JJJ171 " �-�/ .OSO' �. No.58705 .062 .191 •063" .200 050050" SINGLE DOOR THRESHOLD ANCHOR THRESHOLD HINGE TRIM 7/8"BEVELED � - 20 ASTRAGAL COVER 22 COVER 23 PLATE 24 CAP 25 DRIP CAP 2627 - s TE0 � COVER O BEAD '•,�(OR1DP.•' #20012,Rigid PVC #20057,6063-T5 #19031,6063-T6 #20020,6063-T6 #20021,6063-T6 #20023,Rigid PVC #20024,Rigid PVC �'.FS G?` 5,0NAL LYNN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. A. P.E.#58705 I r TABLE 10: 62 # PGTPart# Description Material DOOR HEAD 23 91 ' 20000 Door&Sidelite/Transom Main Frame Cclluar C DOOR PANEL HEAD 2 20D01Door Fmme Sill Rigid PVC 1 9 8 19 3 20002 Panel Stile 8 Rail Cellular PVC 4 20003 Sidelile Adapter .Rigid PVC 3a,3b 5 20013 Hinge Stile Reinforcement Alum..6063-76 6 6 20014 Panel Rall Reinforcement Alum.,6063-TS 1 7 20015 Panel Stile Reinforcement Alum.,6063.1E 8 1 20016 Active Astragal Rigid PVC 9 20017 Inacthe,Astragal Rigid PVC 28 1 ^UD[Y^'t 127iVISEi? 10 20022 V French Door Mullion Alum.,6063 TB 3q ,,,;eam,giyin3 e•�iih IEwflorida 13 20004 Inaetiw Astragal Cover Rigid PVC 4 23 3td[din8 C. ( �p A�o4a9 6 20007 Screw Cover _ Rigid PVC Acc°p['°a°l�b 17 20008 Addcn Fin/Flange Rigid PVC 3a,3b / a EY4,ilation Mata 18 20009 1'Mullion Cap Rigid PVC By 19 20011 Actiw Astragal Cover Rigid PVC 5 Atiami ado o6uct 20 20012 Single Door Astregal Cover Rigid PVC 22 20057 Threshold cover Alum.,6063-75 DOOR 3 23 19031 Anchor Plato Alum.,6083-78 24 20020 Threshold Co., Alum.,6063-TS JAMB / 25 20021 Ddp Cap Rigid PVC y C)REVISED#22-JR-04/10117 28 20023 Hinge Trim Caw Rigid PVC 27 20024 716'Bawled Bead Rigid PVC , 28 Fin Weatherstrip 29 1671/3 Frame Weathamtdp 35 67 _ 31 714FPT410MN Frame-lo-Wide Slab Screw:#14 X1.1/2'Ph.FH,16.825'O.C. Stainless Steelw i Y • 32 7S701X Frame•la-Nor.Slab Screw:910 X 1'Ph.FH,28'O.C. Stainless Steel 26 DOOR PANEL w r` Baa 33 70X1FPT410 Reinforcement Screw:#8X1'Ph.FH,18'O.C. Stainless Steel 34 710X2FPAX Frame Assembl Screw:#10X2'Ph.FH Stainless Steel 70 HINGE STILE }r to � 35 714FPT410XW W-W Sleh Assembly Screw.#14X1.112'Ph.FH Stainless Steel Q g e1°D 37 71420X2.25 N-W Slah Assembly Screw:#14 X2-114'Ph.FH Stelnlasa Stool DOOR PANEL 000 a� 42 720026 Setting Black,(Duro.-85+/-5) EPOM JA LOCK STILE ® o 43 00 Baekbedding:Dow-995 or GE-7700 Silicone / n 47-73 see Hardware BOM,Table 11,Sheet 12 Z oto 90 20033 Inactive As1re9e1 Cap Acetal W U m uwLd oi aN 91 20035 Actlw Astragal Ca Acetol 0 I—.Z DMO .{ ALL RIGID PVC AND RIGID CELLULAR PVC BY ENERGI FENESTRATION W o: 1 SOLUTIONS USA,INC OR VISION EXTRUSIONS,LTD. INSTALLATION 33 ro Z � (Jp { ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. ANCHOR '— Z O U- 71 m 32 < O r INTERIOR o a laays 0 J In 7237 = 2 Q Z 33 < W aloes LL Z DOOR v n JAMB 29 z O o 3a,3b > U LL DAYLITE OPENING(DLO)SIZES / atlll 'asap sauas ) WHEN USING PART#3:(WIDE RAILS OR STILES) 24 2 X DOOR FRAME HEIGHT-12.1=DLO HEIGHT SIDELITE/TRANSOM 34 X DOOR FRAME WIDTH-12.3=DLO WIDTH O�`1Y•LYNN /�/ (XX DOOR FRAME HEIGHT/2)-12.1=DLO HEIGHT JAMB MARROW ����.•'L)cENyF!�/i!� �� (XX DOOR FRAME WIDTH/2)-11.7=DLO WIDTH SLT/TR FRAME HEIGHT-12.1=DLO HEIGHT FRAME SLT/TR FRAME WIDTH-12.1=DLO WIDTHDOOR 6 _ N0.58705 WHEN USING PART#4:(NARROW RAILS OR STILES) * - SLTlTRFRAME HEIGHT-4.9=DLO HEIGHT SILL SLT/TRFRAMEWIDTH-4.9=DLO WIDTH 16 �O�'.• STATE F�.•••((/�� SIDELITElTRANSOM_ . S•-'........ N 34 31 SILL WINDE FRAME l ////�ONAL1E1t`` 1 (HEAD SIMILAR) A LYNN MILLER,P.E. P.E.#68705 HARDWARE DETAILS&LOCATIONS 52,55 53,55 47-49 62.63 60 68 67 70-72 PAouxucr RBWSW / / aemrnWY�swirhtiveFlm3dm EQUALLY- pmnQ*N SPACED A<ccp[anco No Enti pinon Dade •`ZOt�V 87 / 47-49 / \ By Miamiada aduct Control EQUALLY- ° ° •O C)NO CHANGES THIS SHEET SPACED 'JR-04/10117 c==T O \ O U WK � .�aa °r 44" p 8 to EQUALLY- \ MAX \ / N i °7Po W U SPACED —� °moo ❑ i ' 10• =W Co H¢ Fg t U UW CD ®j "M°,a .,N MAX. TYP. 70-72 70.72 0 W� "¢ C sn+a "X"C � LL OONFIGURATION "XX"CONFIGURATION \ Z° 0 U)61 0 z m N SEE DETAIL, Q TABLE 11: TOP LOCK cc H SIMILAR g, O LU IaayS # PGT Part#- Description Material ® g O Of 47 666032701 P3000 3-PT Rhino Lock(6' Amesbury Inc. Stainless Steel HINGE DETAIL: _ =)8"), •F 48 666032702 P3000 3-PT Rhino Lock(over 6'8"),Amesbury Inc. Stainless Steel U W Z 49 71032XIFPFX Rhino Lock Screw:1032X1"Phil.FH Stainless Steel 70 — a W Ix °ID'S 4 52 20027 Adjustable Strike Plate Assembly,Amesbury Inc. Stainless Steel O W LL LL uni 4 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless SteelO O -jCD 54 7S101X Strike Plate Screw,(X):#10 X 1"Phil.FH 410 S.S. Z rn o 55 78X12PFHUX Strike Plate Screw,(XX):#8 X 1/2"Phil.FH 410 S.S. S O LL 60 7SB1202 Flush Boll()O) OO Q 1ap!1 '�ra0 saua 61 7603725 Flush Bolt Rod()Oq 62 420034 Flush Bolt Guide M 4" `.v`v 11 I 1 I r r/r rr� �� nl..LYNN /•,� 63 7832X12FPXP Flush Boll Guide Screw.832 X 112"Phil.FH Qo Qo ;� �O.• 64 48033N Guide Pin M ��:•' vucENSF'•.��� 65 78036 Flush Bolt Strike Plate QN,Amesbury Inc. Stainless Steel * No.58705 ' 66 7832X12FP)IP Flush BoK Stdk Plate Screw,(09:#8 X314"Phll.FH 410 S.S. _ ; *_ 67 varies IHandlell-everCA BEYOND 68 varies Dummy Handle/Lever 4" PANEL i = N A 70 20D25 EW Hinge,Amesbury Inc. Stainless Steel �O� STATE of (V 71 71032X1FPFX Hinge,Slab Screw:#1D32 X1"Phil FH Stainless Steel FLUSH BOLT DETAIL: ��c�`s''•'��QRID�.•'G\?� 72 7S1.01X Hinge,Frame Screw.#10X1"Phil.FH Stainless Steel //'ONAI- I�N\\\ A.LYNN MILLER,P.E. P.E.t!68705