Loading...
HomeMy WebLinkAboutProduct Approval (2) RECE1V7-D Allo 0 3 2017 MIAMI- MIAMI DADE COUNTY,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)315-22599 NOTICE OF ACCEPTANCE OA w.vw.miamidadL. ov/econoin CGI Windows&Doors,Inc. 10100 N.W.-2511 street, Miami,Fl.33172 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 shalt not be valid after the expiration date stated below. The Miami—Dade County-Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revolve 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`AFD 7700"Outswing PVC French Door w/&w/o Sidelite and Transom—L.M.T. APPROVAL DOCUMENT: Drawing No. MD-7700.1, Series 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. "VERTISEMENT: 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#15-0409.05 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 do0cumentation was reviewed by Manuel Perez,P.E. NOA No.16-0126.05 MIAMI•DADE Cou Y Expiration Date: January 23,2019 / Approval Date:May 05,2016 Q,)ZgjJtO Pagel CGI Windows &Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under prepious N OA#15-0409.05) 2. Drawing No. MD-7700.1•, Series 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,PA 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 24113.2.1,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 11/05/15,signed and sealed by Idalmis Ortega,PE. Manuel Peyp,P.E. Product Control9Haminer NOA No.16-0126.05 Expiration Date: Janvary23,2019 Approval Date:May 05,2016 E-1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(C' ONTIMMD) 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 seaW by Jorge A.Naya,-Jr.,P.E. (Submitted under previo in NOA#XS-0409.05) 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 previous NOA#15-0409.05) 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 previous NOA#IS-0409.0.51 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 aRigid PVC fixed window,prepared by Fene-stration Testing Laboratory,Inc.,Test Report No. FTL-7339,dated 05123/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under previous NOA#15-0409.05) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA#15-0409.05) 2. Glazing complies with ASTM E1300-09 ManuelPerez Product Control Exadikcr NOA No.16-0126.05 Expiration Date: January 23,2019 Approval Date:May O5,2016 CGI Windows &Doors,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) GIass 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. 15-0409.05) 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. 15-0409.05) 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. 15-0409.05) 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. -15-0409.05) 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 05) 8. Quanex Part Super Spacer Standard complying with ASTM C518. Thermal . Conductivity 0.881 BTU-in/ hr.=ft2°F, ASTM F 1249 WVTR Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. - (Submitted under previous NOA No.1 S-0409.05) 9. Quanex Part Duraseal complying with ASTM C518 Therinal Conductivity 2.22 BTU- in/hr:ft?°F,ASTM F 1249 WVTR Pass,ASTM D 1434 Argon Peimeance-Pass, ASTM E 2189 I.G.Durability-No Fog,ASTM E 546 D'ew Point Development -20°F in 48 hrs. (Submitted under previous NOA No. 15-0409.05) Manuel Pe z P.E. Product Control Eko4iner NOA No.16-0126.05 Expiration Date: January 23,2019 Approval Date:May 05,2016 E-3 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINDED) 10. Vision Extrusions,Ltd. Parts complying with 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 previous NOA No. 15-0409.05) 11. Vision Extrusions,Ltd. Parts complying with PVC-AAMA 303-13. (Submitted under previous NOA No. 15-0409.05) 12. 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 previous NOA No. 15-0409.05) F. STATEMENTS 1. Statement letter of conformance to and of complying with FBC 51h Edition (2014), dated January 25, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.05) 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated January 25,2016,signed and sealed by Antliony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.05) 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 previous NOA No. 15-0409.05) 4. Testing Proposal#15-1178,dated 07/23/15,issued by the Product Control Section, signed by Jaime Gascon,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0409.05,issued to CGI Windows&Doors,Inc.for their Series "FD-7700" Outswing PVC French Door w/ & w/o Sidelite and Transom - L.M.I.,approved on 07/02/15 and expiring on 01/23/19. 1,11,1ok Ina, anuel PeA,P.E. Product Control JUSkainer NOA No.l -Q126.05 Expiration Date: January 23,2019 Approval Date:May 05,2016 E-4 GENERAL NOTES:SERIES FD-7700, DESIGNPRESSURERATING IMPACTRATINtSs=Lj- 1) IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE B SEE SHEETS 485 MISSILE IMPACT RESI FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE t FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). G1OB Mchor SBbabate min.Edge Min. P Distance Embedment 11RODUCIrPEWSED 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. oa rni�fyi�y with .Florid. UngroNed CMU,(ASTM C�0) 1' 1-114" BuOding Coda(�-0115.4 A 3116'Etoo Ulbacon Awepleum No q 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY Ungrouled CMU,(ASTM C-90) 2-112" 1-1I4' E Imp APPROVED MASONRY ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN P.T.Southern Pine(SG=0.65) 112" 1-318" PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S)OF NORMAL WEIGHTAND OF COMPRESSIVE #10 Steel SMS(G5) BY STRENGTH OF MIN./.9 KS!)AND CONCRETE WITH MW.KSI PER ANCHORTYPE. #10410 S.S.SMS AhIRlllltlln'8083-Tb' 6118' 0.063° M- TMdelroduct• 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #101"S.S.SMS Steel,653 5118" 0.063' BUCKS LESS THAN 1-1/Y THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS Steel Stud,A853 Or.33• 5118' 0.063" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X l3 P.T.Southern Pine.($G=0.55) 112° 1-WIP B) CFG.,TP9 SPACER,LIMITED �OOCFG.,STO.YRS.-JR-01124/18 ARE 1-112'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO 3116 Elco Ultrecon Grouted CMU,(ASTM C-90) 2-1/2' 2-114" PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS Concrete(min.2.85 keq 1' 1.318' PREPARED BY:A.LYNN MILLER.P.E. THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOF RECORD. 1070 TECHNOLOGY DRIVE 114'Elco Uilracon Ungrouted CMU,(ASTM C4)0) 2112° 1-114" N.VENICE,FL 34275,(941)480-IWD 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, ICERT.OFAUTH.#MSS NOWMETALUC GROUT AT 3.4 KSI MIN.PER ASTM C1107,(DONE BY OTHERS).MAX 114'SHIM #12 Steel SMS(G5) P.T.Southern Pine(SG=0.55) 9116" 1378" SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE BILL THAT IS NOT AIumIDUrn,6083-T6' 318" 0.071' _ Q TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE IF SUBSTRATE IS WOOD, #12 410 S.S.SMS Steel,A36' 316" 0.071' Y 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE.OR AS #1218-8 S.S.SMS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. Steel SWd,A663 Gr.33' 318" 0.071'(14 Ge C 6)ANCHOREMBEDMENT TOBASE MATERIAL SHALL BEBEYOND WALL RESSINGORSTUCCO.USE P.tSouthemPine(SG=0.55) 1' 1316° 114'Elco Ultracon Grouted CMU,(ASTM C.90) 2-112" I-W '110 c ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE T,THIS C RIOR Concrete(min.2.85 ksl) _vrto c cV INSTALLATIONNACHORSSHOW JOINT OULDIS USED ON ALL FOUR BESEALED.OVERALLSEALINNG/FI"INGSTRATOF THE FRAME.�FOR COnarete(mIR3.35ke1) 1" 1-3w to mm w„m WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE 80OPE 114'Elco 410 S.S.CreteFlex 04 m OF THESE INSTRUCTIONS. Ungiouted CMU, ASTM C-90 2-U2" 1-114° qj P.T.Southern Pine(SG=0.65) 1° 1-3/81 LL Lto a .1 7)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT 114'Eloo 18.8 S.S.Aggro-Gator Concrete(min.3.27 kal) 1-1/2" 1-318' E •M M t caro FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY U routed CMU, ASTM CM) 4" 1-114" c m m M N r THE DOOR,SIDELITEORTRANSOM. 114"£ICO Ultmoon Concrete(min.2.85 kal) 2112" I-VW '' F U- ❑ ILL O 8)DESIGN PRESSURES: U 114" EIco410 S.S.CreteFlex Concrete(min.3.35 ksl) 2-112" 1314' 1n Q A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND N. 3 THREAD BEYOND AL SUBSTRATE. $ OC GLASS PER ASTM E1300. p O PRE .B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURALTEST PRESSURE, TABLE 2: rn o}S p tr N N FRAME ANALYSIS AND GLASS PER ASTM E1300. Type Description Where Used: rn U O 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS 0 •p W Z VIM CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1!376 STRESS INCREASE HAS NOS 1 1-3/16'Leml.IG(1/0'T-11110' Ir-118'ANN-.090-PVB-118'ANN) Door tz�_ Ir c BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 2 1.3/18'Lemi.IG(3116'T-tile"Air-118'ANN-.090-PVB-118'ANN) Door 3 u- THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER SldelitallYanaom W DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 3 1-3116'Led.IG(118'T-BMW Air-311W ANN-.090*SG-3116'ANN) Z (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE. 4 1-3116"Lama.10(3116'T-1/2'Air-3116"ANN-.W SG-3116"ANN) Sldelltef ransom a 10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS.LTD.HAS 6 J-3/161Leml.IG(118'T-9116'Air-3116"ANN-.090°PVB-3fle'ANN) SldelltafTransom ,,,, •,s°c BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS 8 13118'Lem].IG(3116'T-112'Air-3/18"ANN-.090"PV8-3118'ANN) Sidelite/Transom 7 711W Leml.(3/16'ANN-.090"PVB-3118'ANN) Door/Sldellte/Transom �� TLyNN 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA a't 71(1 BUILDING CODE. 'ANN'=ANNEALED `��'�''�1GEN3�•'•�4' �: 0 'T* TEMPERED GUIDE TO SHEETS: 12)REFERENCES: "PVB'=.090'BUTACIIE®PVBINTERLAYER BYKURARAYAMERICA INC, GENERALNOTES_....._.__..._._.1 ��,•• 58705 TEST REPORTS:FTL 7339,7371.8715,8718&8717 'SG"=.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. _ t40: _ NOM ELCO ULTRACON NOA:ELCO CRETEFLEX NDA;ELCO AGGRE-GATOR NOA; ELEVATIONS_.ILS........-.-_...-3 VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE)RIGID&BROWN-COATED SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS........_..•..•......._3 _ STANDARDS USED: DESIGN PRESSURES..............-..-.4S (PAINTED OR LAMINATED)RIGID PVC NOA'S,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN .'Q a••7 (NON•WHITE)RIGID CELLULAR PVCNDA'S,ANSAAFBPANDSFORWOODCONSTRUCTIONANDADM SIDELITE/TRANSOMANCHORS....4.8 ; kl. X2014 FLRIDABUILDING CODE(FBC),6TH EDITION INSTALLATION....-...-.-...._..._._.7-9 :�Q'• ATEO ALUMINUM DESIGN MANUAL ��''•.CI.0110 ' �. ASTM E1300-09 EXTRUSION PROFILES &ALUM 1 NUM DESIGN MANUAL.ADM-2010 2 FOR WOOD CONSTRUCTION CORNER DETAILS............... -12 -... 11 �i��S�•�0���,G"�` *AISI-S700.07182-2D10 I HARDWARE DETAILS......_..._•_.-12 A.LYNN MILLER.P.E. P.E.40705 EXAMPLE CONFIGURATIONS 40• 4W MAX MAX. �+— 76 MAX. MAX I3M MULL I 1"MULL �F+-� ULL 37-8116 (38.78' I I --►i MAX.SLAB WIDTH PRODUCT REVISED as eomplyinswith the Florida Building Code ' .i, Acaeplm¢allo �Sq i' i• ,'\ i /' Expimti nnme 88' i .83-716 HEMAXIGHT /• /, /`\ // /// // // Miartlt e Mbxl MAX.SLAB (ALLOOOR . / HEIGHT CONFIGS.) / / / / A)LIMITED 00 CONFIO. a° JR•0124HB PREPARED BY:A.LYNN MILLER,P.E. ,\ •\ `,\ %' 1070 TECHNOLOGY DRIVE '\ \ N.VENICE,FL 34275•(841)480.1600 CERT.OF AUTH.#28288 TYP.DOOR SLAB X X1( OIX(SHOWN)OR XIO OIXIO (WIDE STILES AND WIDE RAILS (NARROW STILES AND WIDE A°b SHOWN ON SIDEUTES) RAILS SHOWN ON SIDELTTESI 302 FT'MAX. 30.6 FT'MAX 40"MAX 38.314" DETAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM l00 O TABLE 8&B,SHEET 5 TABLE 8&B,SHEET 5 HORIZONTAL ..1MAX HEFT MULLION I l d LENGTH M pj l'M 76-MAXMAX � Mto " —�•I -MULL(X2) lTYR MAXDLO 106-1116, TYP. 1• LL o-� m N MAX MAX, a HaL O O O / \ •E �o q Q c" 111^ 111• K I \ MAX, MAX. 1'MULL /" y C! O l�us HEIGHT HEIGHT V. /1 '�\ OR WIDTH OR WIDTH 86"MAX. e0 i O D• N � $ LENGTH s IL W . \ / _ OL epl xap seu • • ',\ 5LL 15111711// O XX O SINGLE 0 SINGLE 0 OK)(MAXIMUM OF 2 `���`��{LYNN �l (WIDE STILESANDWIOE (WDESTILES AND WDE (NARROW STILES AND NARROW MULLEDSIDELITES) \�;••;CENsf••.e RAILS SHOWN ONSIDELT7ES) RAILS SHOWN ONSIDELITES) RAILS SHOWN ONSIDELITES) (WIDE STILES MD NARROW 010 WITH O/XWITH r �• •, RAILS SHOWN ONsIDELITESI -H-ONTAL RIZOHOZONTAL ' No.58705 NOTES: '•'' 1)SINGLE DOORS MAY BE LEFT OR RIGHT-W WOED. MULLION MULLION - n 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MUWONS PERTHIS NOA. (WIDE STILES AND (NARROW STILES ! : I '�1. �� 1 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW •59 4)FRENCH DOOR MULLION ISUMTTEDT088'INVERTICALAPPLICATIONSAND 40'INHORIZONTAL pPPLICA7lON3. ONSIDELITEB RAILS SHOWN ON •f.)'• 4,/ STA O NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SLTITR OR MULLEDASSEMBLY. _ TRANSO TRANSOM '% ••., P! P 6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLIONARE POSSIBLE.USE THE ABOVE DRAWINGS AS � •-ORL..... AREFERENCE FOR SIZE.LIMRATIONS. �lf�sfONA�- . lrf 111 lllll\s`• A.LYNN MILLER,P.E ' REA 68705 GLAZING DETAILS 13118'NOM. �� 1-3116"NOM. 13/78'NOM GLASS STACK I _ _ ID GLASS STACK LAMINAEO GLASS STACK GLASS STACKG� KGLASS STACK L6'ANW-61ED GLASS ' ' Il /8'ANNEALED GLASS LASS 11118'AIRSPACE ,09D°P1B 6/8'AIRSPACE P� 9116'AIRSPACE •O90'SG PRODUCT REVISED m Complying with LMo Floods IWTEMPEREDGLASS (8"ANN ALEDGLASS 311&'TEMPEREDGLASS —11 EALEDGLA6S • 3118" EALEDGLLSS Building Code 1/8"TEMPERED GLASS Acocple9c41Vo e C il0tioa Dale 7 U ' EXTERKffi 14 11116' EXTERIOR 14EXT: Mq BITE GLASS DRE � yGLASS BITE 339 37 38 39 40 42 37 30 30 40 42 ; A)ADDEDGLASSTYPE78TPS 4t a rc JR-D1R4/16 PREPARED SY:A.LYNN MILLER,P.E. GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 1070 TECHNOLOGY DRIVE USED SS TYPE 1 USED INS TYPE 2 TYP.WIDE FRAME GLAZING N.VENICE,FL 34275.(941)480.1600 DETAIL,NARROW FRAME SIMILAR CERT.OF AU7H.#29286 Y Q I-w18"NOM. 1.3116'NOM. 1-3116'NOM. N '-a GLASS STACK 711W LAMINATED GLASS STAB S 7118'LAMINATED GLASS STACK 7118"LAMMTED C I CLASS STACK � GLASS STACK GLASS STACK bj O N o 3118°ANNEALEDGWSS 3/18•ANNEALEDGLASS 3116"ANNEALEDGLASS 'L0Q 10r�� 1P2'AIRSPACE ___09(r so 8l18'AIRSPACE •090"PVB tY!"AIRSPACE CV Q .090 PVB L N D ~ 3116'AN ED GLASS 3116" BALED GLASS 3/18`TEMPERED GLASS 3116'AN BALED GLASS N M O tO 311W TEMPERED GLASS• 118°TEMPERED GLASS 4pl�� 14 EXTERIOR t4 EXTERIOR 14 11/18' Z LLc O C 'a9O EXTERIOR 11118' 11!16' O^= !7 M F a Q GLASS DATE �] . Q GLASS BRE G] 3 O GLASS BITE o m 1 or IL 37 08 30 40 J�� 37 38 30 40 J�O 37 30 39 40 42 O C9 1 u 42 1 u 42 41 r�iCD ! O ia•YS 41 41 1A m A J N GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 ~ TYP.NARROW FRAME GLAZING EYP.NARROW FRAME GLAZING TYP.WIDE FRAME GLAZING 3e V W Z DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR, DETAIL,NARROW FRAME SIMILAR o.C W erc� IY Z 7118'LAMINATED E LL Z GLASS STACK 3116'ANNEALED GLASS ® S (9 LL .090'PVB eOri •asa0 sau05 3718" BALED GLASS cc zf 11!16• �`Z'•''\,`CENS� .,'p OLASSBRE z. Q�: ••.:C�� avz is 50'10 EXTERIOR 44 - vc/l- 40 �L• F X17 ,6 r W� u 'PVB'=.080"BUTACIIE®PVB INTERLAYER BY KURARAY AMERICA,INC. 'i�CC'•F;OR1�P•'C�C��� GLASS TYPE 7 'SG"=,090'SEWRYGLASrB INTERLAYER BY KURARAY AMERICA,INC, �i�S'.S� +++ ON A1. USED IN Doo74,(SHOWN) I 1t1171' 5 SIDELITEFI RANSOM A.LYNN MILLER.P.E. REA 68705 c SINGLE DOOR DOUBLE DOOR SIDELITE TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION W Q29 4'O.C.MIN., (0 10) (XIO,OIX,XIX, OIXIO,XIOIX,OIXXIO,ETC) SEE TABLE 4, - SEE MULLION CLUSTER SEE MULLION CLUSTER 4`MAX. —�I 4" "I I�-ASTRAGAL- THIS SHEET, /' ���DETAIL BELOW `��� DETAIL BELOW 1L I I /—FORQUANTITY CLUSTER SEE TABLE 1, I ATTACH DOORS AND r SHEET 1 FOR SIDELITE9 TO THE r p$OL)UGT RBVISfiD 0-112' 0.172' L--L.! ss con,plYtnTt�vhhlhe Floridr MAX. B'MAX. ( -- ,TYPE MULLION AS PER / Building Code THE INSTRUCTION I lMoepl®eo No / CENTERED I j / •� - j I I 1 OF THE INDIVIDUAL I I Pxpimuon DolO BETWEEN I I I I I II I CENTERED i ANCHORS I �� ••� I I DOOR OR SIDELITE BETWEEN / D I / •� % m! e�i B6'MAX HINGESBETWEEN SEE' MULLION orraua�lal t HINGES SEES I I �I �� TABLET: �i LENGTH �TABLEmR 01/t4Typ H0E7T0 NOTE 1 l 12,D.C. NOTE 11 I I I I VERTICAL MULLION VERTICAL MAX CENTERED i\ I II DESIGNPRESSURE III II / APPLICATIONSCENTERED PREPARED LYNN MILLER BETWEEN BETWEEN / +/-70.0 PSF ,P.E HINGES INOTE1 I L VE HINGES • N.VENICE.FL 1)40.1800 CENTERED SEE I I ICERT.OFAUTH.A28296 —BETWEEN SIDELITE SIDELITE SIDEUTE 'DOOR 10-112' L 0, NCHORS 10.1!2` -J C MAX JI I11 11 1 ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS `' V7ADy ANCHOR REQUIREMENTS T ANCHOR REQUIREMENTS SAMEASHEAD SAME AS HEAD SAME AS HEAD SAME AS HEAD y X XX,(USING ASTRAGAL) ------ MAX., MAX. ' alao O o \1'MULLION 6•/ \1'MULLION C,N 4'O.C.MN. 0'MAX ` 4'O.C.MIN. 4"O.C.MIN. / 4' 4'O.C,MIN. M� TABLE 4: to 1 co XX Doo...Aatrogal Cluder Mohora Required 1 FLITE I SEE TABLE6, to TABLE 3: SEE TABLE B, Heads Slll 1 i •, X&XX Be.Dadgn PM.M 1 THIS SHEET, t --- I THIS SHEET, Z p Ohio +140.0 PSP GleasTYpa1 Door WI®h(In) SIDE- FOR ANCHOR / FOR ANCHOR o•= M bJ F 48 60 72 76 � QUANTITY,SEE 1` 61DE- POOR/ gUANTRY,SEE o m W-70.0 70.0 PSF Glass lypaa 2&7 Q p p LITE TABLE 1,SHEET LITE • ' TABLE 1,SHEET o V1� � 1 FOR TYPE �� 1FORTYPE OO � - - �� e zd v S t7 th c7 tY t7 p o TABLE 6• o r BO 4 4 4 S A 5 4 4 AnchomitegWredforaVanicalMullion(each mullion end) FOR'OIXXIO' � O 1�v5 BB 4 5 4 6 4 8 5 4Dmot 61dielAafTrellsom Width M AND SIMILAR w oa m O 12 21 32 3034 40 CONFIGURATIONS C2 L U qq CONTAININGA 931 7� Muaon •h n m v o m v n m v H-1; DOUBLE DOOR tE W K Rw TRANSOMTO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) Haem g 4* �4 ONLY A F_ a o EONLY HALF OF EU^ MULLION ATTACHMENT&INSTALLATION �") ° THE FRAME wA 2 1 1 wA WA- WIDTH OF THE ATTACH DOORS, _ ea2 t 2 2 1 3 213DOUBLEOOOR0 L SIDELITES& ���: � �� Door A 2 1 3 2 1 3 3 2 wAWAWHEN USING TRANSOM3TOTHE a � SLTfTR 1 2 1 3 2 1 3 3 2 3 3 THIS TABLE, o �s ssua MULLION AS PER UCTION / / OFTHEIV MULLION THE NDIVIOUAL TRANS(J(rf `�`� / 6" `tHORIZO AL INSTRUCTIONS: ����1y1VNIN14��( PRODUCT ---/- — 11 I'D OORHINGEJAMBS OFALL HEIGHTS TOALWAYS BEANCHORED WITH SIXANCHORS.SEE TABLE 7,SHEETI,FOR O� , • IMULLION gLLAPPROVEDANCHORS.FOUR OFTHE SIX ANCHORS MUST BEINSTALLED THROUGH THE HINGES,ONE ATEACH `\��'2•;•'\GEN3G ••,'P j (APPLICATIONS HINGELOCAMON(RECOMMENDED iitOFLATHEAD EMS OR3flO-FLATHEAD ULTRACONFOREACH HINGEANCHOR). Q; -Jc / 1 9-112" ALWAYS REQUIRE 2)FORA MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR Nn E8705 L___�•J / / TWO(2)ANCHORS EXAMPLE,ON AN`XIO'CONFIGURATION.THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE TABLE 7: DOORCf2' �` � (TYPEA-D)ATEACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. - /,•� '� HORIZONTAL MULLION SIDELITE - .` f MULLION END. = DESIGN PRESSURE ES: )••• N '2'� ,6:(U� 1)SINGLE DOOR MAY BE LEFT OR RiGHT•HANDED. SIO 1E +770.0 PSF y` '' 2)MULLIONS SHOWN ARE STANDARD I"FRENCH DOOR MULLIONS. '%•'•.,•PCOA10A,•' 40'MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAYBE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NDA �i�(�`S• ••••• •" \� I . I TRANSOMS WIDER THAN 40`WILLREQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. STRUCTURE OR DADE•APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 96'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS, f I t TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAYBE MIXED WITHIN THE SAME SIDEUTERRANSOMOR MULLED ASSEMBLY. A.LYNN LLER P.E 6 FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. REX 68705 TABLE B: stdetuoltmnaamDesign Preaure(+/,pal)for fltamType 3s4 SIDEL1i'EITR NSOMINSTALLATION(0)' Long stile(10) 833110 68.618 1 68 70 1 72 1 76 78 02 1 84 Be 92 90 08 104 108 ill 24 +170 +1-70 +1.70 +1-70 1 +170 0170 +1-70 +1-70 +1.70 +1.70 +1-70 +/-70 +1.70 +/-70 +/-70 +170 28,O.C.MAX. 23.11Y O.C.MAX 28 +170 +1.70 +/70 +1-70 +f70 +/--70 +)-70 +/-70 +170 +/-70 +1.70 +170 +170 +/-70 +/70 +/70 IF SHO;LESS mi SHORT 610E IS 32 +170 +1.70 +170 +1-70 +170 +170 +170 +1-70 +170 +1-70 +1.70 +170 +170 +/-70 +170 +1-70 4VER40" PROT)l1CTREv1SFA 36 4170 +1.70 +170 +170 +170 +/-70 +/70 +170 +170 +1.70 +1.70 +1.70 +170 +/70 +170 +170 aswmvirnawith dmFWdM 38314 +170 +170 +1-70 +170 +1-70 +170 +/70 +170 +1.70 +1-70 +170 t1--70 +170 +/--70 +1-70 +170 auitd ng Co4a Amplauc 40 +1-70 +1.70 +1.70 +1-70 +1-70 +1-70 +170 +1.70 +1-70 +1-70 +170 +1.70 +1.70 +/-70 +/.70 +/-70 SEE TABLE 10,42 *170 +J-70 +l-70 +170 +/70 +170 +/-70 +170 +1-70 +1-70 4).70 +170 +1.09.8 +1.08.5 28'OSHEET6FOR Dy 44 +170 +170 +170 +170 4170 +170 +170 +1-7Q *170 +/-%a +1.68.6 +687.7 +1-87.3 IF LONANCHOR u 40.OQUANTITY.SEE . 46 +1-70 +1-70 +1-70 +/-70 +/7p +J-70 +170 +1.69.4' +1 8.7 +/.87,6 +l•ea.5 +6858 TABLE I,SHEEP I a� 48 -6174 +)70 +)70 +170 +770 •+/•89.8 +/-89.1 +167.8 +687 +165.6 +l6d.7 r I I ;'A)AODEDGLASSTYPE7`u t FOR ANCHOR a`TABLES• 'l 124156 ' 50 +170 +170 +1-70 tF70 +!•70 +-668.4 +167.8 +!•OB +686.4 +1.64.1 I I I 1 TYPE. N 52 +1--70 +1-70 +/-70 +1.70 */69.1 +/67.1 +166.2 +/•84,0 +/•63.9 I i i PREPARED BY:A.LYNN MILLER,P.E. 54 0174 -170 +170 +169,2 +168 +165.9 1685 +t-B:'Ld I j j 1070 TECHNOLOGY DRIVE 66 +170 +670 *1.69.7 +688.3 +)67.1 +164.9 +163.9 23112'O.C.MAX. I I I I N VENICE,FL 34276,(041)4WI000 IF LONG SIDE IS I I i lCERT.OFAUTIL#29206 68 +1-70 +1-70 +169 +/•07.8 +/66.3 +/64 _ OVER 40• 80 +174 +16&8 1)-865 +1.87 +165.8 i i i crj Y Q 82 4/-70 +/.69.2 +168 +168.5 -- 12'MAX{LONOSIOE) 3 �a 633/16 +170 +689.1 467,8 +/•50.2 8-MAX. -------------- 6@518 +)69.1 +/•68.9 (SHORTSIDE) araQ Q O (WIDE STILES AND WIDE N H RAILS SHOWN ON SIDELITES) r�co yuan C3 TABLE 9: Z ti ui 'oIy Sidalite/Trancom DedBn Promra,psi for©lass Types 6,0 8 7 'm = M 11 Lotg Swo(in) 2W O.C.MAX. 23-112'04.MAX. ry m r IF SHORT SIDE 1S IF SHORT SIDE IS N ty 0 O 633/78 66.618 68 70 72 76 78 82 64 88 92 96 98 104 108 111 40"ORLESS "FIRM ' z 24 +170 +170 +170 +170 +170 +I--70 +/-70 +170 +/-70 +170 +/-70 +1-70 +1.70 +170 t)-70 +1-70 --- ---- - 4 q w 2B +/-70 +/-70 +1.70 +1-70 0)7Q +/-70 +1-70 +1-10 +)70 +1-70 +1-70 +J-70 +1.70 +/-70 0-6-70 +17Q c*I .1 Gi 0 W tas4S 32 +170 +1.70 +1-70 41.70 +J-70 +1-70 4170 +1.70 +170 +1.70 +170 +170 +1.70 41-70 +170 +170 _ p 36 +170 +/70 +1-70 +170 41-70 +170 +1-70 +170 +170 +170 +1-70 +170 +170 4170 +1-70 +1--70 I 1 I i SEETABLE10, y°a t7 n 2W O.C.MAX. I I t I 38-3)4 +1-70 +170 +170 +/-70 +1-70 +170 +1.70 +J-70 +J70 +).69.9 +169 +1.88.3 +/67.9 IF LONG SIDE ISi i j j SANCHOR c W 40 +1-70 +1.70 +1.70 +1-70 41-70 +1-70 +/70 +t69.8 +/•80,3 +1-68.8 +1.87.4 +6$6.7 +660.3 4W OR LESS I I I I QUANTITY,SEE tC w D' 42 0174 1 +174 1 +170 4170 +170 1/695 -6)688 +/67,6 +167 t1.66 *f86.i TABLE E FORANCHOR SHEET 1 .��i u- Z 44 +170 +1.70 +170 +1.70 +/-%1 1/87.6 +1688 +1.66.6 +165 +1.64 I I j� I I TYPE, 3 48 +1-70 +170 +669.4 +1.68.4 +687.4 +/85.8' +1.65.1 +/83.8 +1.53,2l i i f/ i i 0 z O u- co 48 +1-70 +168.8 +)68 *158.9 +1436 +164.3 +16115 4/$22 1�I I I 1 �1. 50 +1-69.9 +)67.6 +/85.8 +1687 +164.7 +162.9 +1621 IF LONG SIDE0. IS + i i i � w 62 +1-69 +6888 4!66.7 +)84.6 IF LONG SIDE 13 1 l ! 1 141 t 1!r 463.6 +/.61.7+t-61.T OVER4U I t I I �tt1 rljr� 54 +168.3 +165.7 +/848 +/$3.8 +/628 � I I I � ) �\\�4�,tGCt4s '71z 66 +)67.7 +165 +1641 +162,8 --•---- -------------- 12'MAX(LONG SIOE 66 +187.3 +1.645 +1.83.5 �( 80 +f6T {SHORT SIDE) "I --- ^--------- 8-MAX' 82 *686.8 - (NARROW STILES AND NARROW az 633)18 +168.8 RAILS 3HOWN ON StDELITES� ..O "'? �.�`�, riTL• NOTES: -.�O�SS Ftor{�q�:••����.``- 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEITIIANSOM OR MULLED ASSEMBLY, rr`r r r r y I t S tt 2)SIDELITEITRANSOM MAY BEA SINGLE,STAND-ALONE UNIT. A LYNN M{I.LER,P.E. FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P E M 66785 =n m zlo Short Side(n) m yO— m N r �{��w �tVV}}�t1t yZ Y QN p p p $ aT Oo+* dS r�1r 9 1311005 3r.-1e5 INN 3 I K xom W W p1 pW mmmW_wOpJ flim Wm WW W W W W WaJmwmW WOIW li� _mMffla fuff n yYKmAnchor o m N m N N N N N N N a N A N A N A m w N W m W m W m W A N A N A N A N A N a Ellmp W A W A W A WAWaNANANAmmW aW AW AWAWAWANANANAN. N A IC. C. mm mmm AmA mA mA U11-1 I W N W N W NW m W NN IDN NN ANANA E ZA aA A AWAWAaNaNAN 0 w mN mA Ol A m A N a m a m W m W QJ W N W N W N N N N N N a N A.N A CY C 5 G 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 Gr B-0 Z C hor R m A m A 11-1- m A m A m W m W m w m W OI W m N N N m N N N a N a NA coAAA W A W a W aW a W AW AW AW b, AN A NAN ANaN aN coups B-0 p mAm.P mAmW mW m co mW mW mW m N m N OI N OIN NN A NG A G �Anchor � AW AW AW AW AW aW AW AW AW aN AN NaN AN AN Groups B-D p W m A m a m W m w m W m W m W m W m N W N N N m N m N A k7mp A W A W A W A W A W AWAW A W A N A N a N a N A N A Anchor (A d m V 91-1-1- VWV W V w V W V W m W m N m N m N N N m N A , N A w A W A W A w A W A W A W A N a N A N A N A N Aib Are N W NW mW NN NN on NN OINKGetups B-D V O Anchoir D V W V W W N m N N N N Group A MC. 5� N W Nw N Cal-ca N W mN MCI mN NN NN Groups B-D V W V W V W V w V N V N v N m N m N N N Gip AA N W N W m W N W NNNNNN mN mN NmWW mmIDNWwW NNmN WWW NmNNNN NmVNNN NQVtNNNNVmNNN NmmNNN NmNNNNNNGr ,ps �B -0 Group 01-1 NWNmNNNGrops B•a W m.1.1. m VNVNmNOr . Group A C. U` Anchor &oups Anchor mwmG�A nrhor m W N N NNNm GmupB Group$GDoo Anchor tpN mN-41N VN VNmNAx�A mN mN mNmN mNm GetupsAnchor B-0. tD*IDN CO 10 V Nm Group Am t10r mromNmNmNmromNGrwpSB-0 10100 N.W.25th Street o 1 A� `� 1 c� ,`�O�`t• •ter.°vv�'� owmsmNsm- Impact Resistant Mlarnl,FL 33172 zo c i m g �,�':- by� Windows&Doors a p a go Tel:305.593.6590 5 $m z_ rr o •r= 3 W t m g < m z-O: t- Fax 305.593.6592 N p p m gig \ OI GsC� nWNGr w n0 y ;.^ K VINYL FRENCH DOOR AND SLT/TR o 5!7/13 3 y ?(�,/'�15 ...• { ���`� g scum ANCHOR QUANTITIES M J ROSOWSYd o �rrtiirttt�t`' FD-77UO�YNTS N 6OF12 � MD-7700.1 III A EMBEDMENT 174' INSTALLATION SHW1 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2X WOOD. DISTANCE 13 1 68 B7 PRODUCT RBVISED TYP.ANCHOR TYPE, 3 - mwmplyCicogdwllb"Flodd EMBEDMENTAND 71 33 33 AteWtmeeNo EDGE DISTANCE PER SUBSTRATE,SEE LellmDrie q TABLE 1,SHEET 1. By Miemi a PToducl' 1 ANCHORPER HINGE TO BE THROUGH A)NO CHANGES THI9 SHEET SUBSTRATE.MIN.010 p z 'R "",16 FLATHEAD SMS.SEE TABLE 1,SHEET 1. 72 8 EXTERIOR 14 18 9 47 48 63 O PREPARED BY:A.LYNN MILLER,P.E. 1070 TECHNOLOGY DRIVE 28 N.VENICE,FL 34276,(941)480.1600 70 DETAILQA 19 CERT.OFAUTH.029288 2X WOOD BUCKSTRIPEXTERIOR Q OR FRAMING,SEE ALSO SEE BELOW W NOTE2,THISSHEET DETAILQB '-' •"aS TYP.ANCHOR TYPE,EMBEDMENT N AND EDGE DISTANCE PER aloe O SUBSTRATE,SEE TABLE 1,SHEET 1. IY TYP.ANCHOR TYPE.EMBEDMENT AND fA p N EDGE DISTANCE PER SUBSTRATE,SEE AVOID INTERFERENCE WITH _ M Lo TABLE 1,SHEET 1. OPPOSITHE CORRECT LENGTH OR NG ANCHOR BY CHOOSING 18 TYP.ANCHORTYPE, EMBEDMENTAND TYPE,.ANCHOR tr.. m 9 23 EOGEDISTANCEPER ah STAGGERINGLOCATIDNS. EMBEDMENT AND EDGE SUBSTRATE, M m um'T, EMBEDDMENT 174' DISTANCE PER SUBSTRATE, 18 J 0 ro +— ••; S„M 23 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. Zo LL M CD F , EDGE ': ` 16 III���777 ���/// c N •• i< -I � DISTANCE :.'; I I 1 ANCHOR PER HINGE TO BE o'- N Ilul� THROUGH SUBSTRATE.MIN. '- ~ Z 010 FLATHEAD SMS WITH 1 ` Q O 0 1 MIN,3 THREADS BEYOND '� p INSTALLATION METAL SUBSTRATE. 52m C p O taags OPTION 2 41 71 7 23 o .co INSTALLATION L� y S .-• ANCHORS DIRECTLY e U O INTO MASONRY. Lp•O F Meas 3 LL 26 4 72 4 ® allll •asoQ sauag 47 48 EXTERIOR 32 EXTERIOR `IL111111111/7/ 1'FRENCH DOOR MULLION 18 70 20 28 `�0 N,I LYNN M 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAIL JQ �`���'' 1ENsg''•`Fni DETAILQA SUBSTRATE.MIN.311W FLATHEAD DETAILQ �I, ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. is: plo,68705 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 '_A g,ATE O j ANY SIDE OF THE DOOR,SIDELTTE OR TRANSOM. '��T F7.pR1pP,: 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1412'.1%WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO (� •....,, MASONRY.WOOD BUCKS DEPICTED AS•2X"ARE 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. It I I 1111 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELTIE OR TRANSOM. &LYNN MILLER•PE. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. 1P.Ea68705 TMBEDME TANDE, INSTALLATION EMBEDMENTAND EDGE 1r4" ig 23 DISTANCE 4 DISTANCE PER SUBSTRATE. �- 23 10 SEE TABLE 1.SHEET 1. INSTALLATION ANCHORS DIRECTLY INTO METAL. SHIM , 1 ANCHOR PER HINGE TO BE �- EDGE 18 THROUGH SUBSTRATE,MIN DISTANCE 1 #10 FLATHEAD SMS WITH _ MIN.3 THREADS BEYOND DOOR 87 METAL SUBSTRATE 29 VISIBLE LIGHT F'RODUCT1tOVtSSD T1 5 WIDTH(DLO) I 7 23 a+cornnlyio�withtlwFbcWs Dundm6 Cods _ /rte_ TYPE•EMBEDMANCHOR imlidr °Ib / ll AND EDGE By 4t .. DISTANCE PER MImN ha{trtff SUBSTRATE,SEE TABLE L SHEET 1. v A}NO CHANGES THIS SHEET EXTERIOR 3 31 7241 52 JR-Ot1241t8 n_ V EXTERIOR 48 PREPARED BY:A.LYNN MILLER,P.E.1'FRENCH DOOR MULIJON 7 0 TECHNOLOGY 18 70 V 47 20 28 N.VENICE,FL 34275(480.1600 DETAIL D MIAMI-DADE APPROVED CERT.OFAUTH.1129208 MULLION(SEE SEPERATE Q NOA),ALUMINUM,STEEL y DETAIL, E FRAMING OR STEEL S7UD.SEE co •ros INSTALLATION OPTION 3SUBSTRATE PROPERTIES. O T DOOR FRAME WIDTH TABLE B THIS SHEET Lo INSTALLATION ANCHORS THROUGH o+oa O SX BUCKSTRIP INTO MASONRY. TYP.ANCHOR TYPE,EMSEOMENTAHD EDGE TYP.ANCHOR TYPE.EMBEDMENT a DISTANCE PER SUBSTRATE,BEE TABLE 1,SHEETrz _ AND EDGE DISTANCE PER of EMBEDMENT 1,AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. U)� rE 1Id" T EMBEDHORTAND 18 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT N '-'2 M . EMBEDMENTRMD 8NM EDGE DISTANCE PER OR STAGGERING LOCATIONS. !!4' w EDGE SUBSTRATE,SEE 23 10 t 23 LL D•' 'OH DISTANCE TABLE 1.SHEET 1. EDGE SHIM _ asid DISTANCE x J a TABLE 1S TGl� FtL O LLT. O TYP.ANCHOR m TY31 PE i= AND EMSE13M E .• •,..'..'•< 5 33 ,'�•. w' 41 ppF,C, 0 raw DISTANCE ••�, m a C3 N M PER 3 = z It SUBSTRATE, ' " w aQ O SEE TABLE 1, w0O SHEET t. CONCRETEICMU , �J Z to ti PERANCHOR ,3 .- 31^EX�OR ° +;'d.• 4 EXTERIOR asaQ arras 0 REQUIREMENT 6iXKST'OtR11TP, CONORETEICMU' 32 A EXTERIOR SEE NOTE 2, StDELITEtTRANSOMFBAME WIDTH 18 PERANCHOR a1o7r `��til av LYNN 47j,�f`fr �• THIS SHEET. REQUIREMENT C( i DETAIL FU DETAILQ DETALL� INSTALLATION ti��ti 4�CENS�c OPTION 2 INSTALLATION ANCHORS y[: Nu.5=5 INSTALLATION NOTES: DIRECTLY INTO MASONRY. t 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE UM S.ANY INSTALLATON O"ON SHOWN MAY BE USED ON ANY SNE OF THE DOOR.SIVEUTEORTRANSOM. B Atli t� •U'` 2)WOOD BUCKS DEPICTED ON THIS SHEET AS"1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO :�� /r OR101'• \ MASONRY.WOOD BUCK$DEPICTED AS"2X'ARE 1-1112^THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE �is •''��•••• ,�C9�"` AUTHORITY HAVING JURISDICTION. '��iS� PJL�•,., 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITEOR TRANSOM 4)IF APPLICABLE.LOWEST DESIGN PRESSURE FROM DOOR,SIOELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E968705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1XBUCKSTRIPINTO 2XWOOD. _ EDGE DISTANCE DISTANCE ,. 2X WOW OCONCRETE r BUCKSTRIP I 32 19 PERANCHOR "+ OR FRNAINO, C� 4 REQUIREMENT EMBEDMENT SEE NOTE 2, EMBEDMENT 1 THIS SHEET { Pscempblaq T wltht>aFlaida 1 23 1XWOOD•� 1XWOOD_IB.UCKSTRIP,SEE AMPtlacA� Bonding CAIN BUCKSTRIP,SEE 23Ezpfmtt°aDale 1 NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. 114"MAX SHIM 114'MAXSHIM B . o1v7r Y Pro". 25 18 n 1 23 A)NO CHANGES THIS SHEET 10 18 TYP.ANCHOR TYP.ANCHOR a`I JR-01124119 j TYPE,EMBEDMENT TYPE,EMBEDMENT is AND EDGE AND EDGE PREP 1070ARED BY:A.LYNN MILLER,P.E. I I 7YP.ANCHOR TYPE, I I 29 DISTANCE PF�t DISTANCE PER TECHNOLOGY DRIVE N.VENICE,FL 34275,(941)480.1900 II SUBSTRATE,SEE 31 SUBSTRATE,S£E CERT.OFAUTH.a29209 EMBEDMENT AND EDGE T SEE FLUSHBOLT TABLE 1.SHEET 1. TABLE 1. E.,1. DISTANCE PER SUBSTRATE. I DETAIL,SHEET 12 Q SEE TABLE 1.SHEET I.AVOID INTERFERENCE WITH 11 r N •�aa CPPOSINOANCHOR BY 1 8 3 C CHOOSING THE CORRECT j I 0) LENGTH ORbTAGGERINODETAILQI 6 alae O LOCATIONS. (V D_ EXTERIOR DETAILQ 33 r4 ^ N M O) a''n Q SIOELRE/ Z 11, •0N TRANSOMo._ o 1 14 16 WINDOW DOR FRAME O E J N VISIBLLLIGHT VISIBLE LIGHT HEIGHTo LL 0 LL DETAIL HQ HEIGHT(DLO) HEIGHT(DLO) Z O 41 0 DOOR O 7aa45 93 HEIGHT Q co EXTERIOR C) cc _ ca INSTALLATION NOTES: W ~ 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j I DETAIL nJ DETAILQ E a U. rz TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE (1-I 1 I z ~TYP.ANCHOR Z l] UMITS.ANYINSTALLATKINOPTIONSHOWNMAYBEUSEDON Vv-�"' I I LL INSTALLATION ANY SIDE OF THE DOOR,SIDEUTE OR TRANSOM. j OPTION 2 AND E,EMBEDMENT 5 .1 1 D EDGE Lapt -°saa sayag 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',AREy'.j._ INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-.UY.1X INSTALLATION I 1 ANCHORS DIRECTLY 29 SUBSTRATE,SEE DIRECTLY TOWOOD SARE OPTIONAL IF MASONRY.WOOD BUCKS EPICTED AS'2)CARE INSTALLABE INSTALLED TION ANCHORS I 1 ION 11 22 23 TYPE,EMBEDMENT INTO MASONRY. TABLE 1,sHE£r 1. `\ tVNIN l ��,��i 1-11YTHICK ORGREATER.INSTALLATION TOTHE SUBSTRATE INTO 2X WOOD. I ANDEDGE 1(4"MAX,SHIM OR : ...........••.'P OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS DISTANCE PER 1 3.4 KSI NON-SHRINK, = �-; • APPROVED BY THE AUTHORITY HAVING JURISDICTION. T 1 -23 O�a TABLE 1.SHEET 1 GROUT NON-METALLIC y'� Np,i�B(OS 3)FOR ATTACHMENT TO METAL.-THE STRUCTURAL MEMBER 2 TABLE 1.SHEET 1. GROUT-FULL _ SHALL BE OF A SIZE TO PROVIDE FULL SUPpORT7Y)THE 'LENGTH - 15E FRAME OF THE DOOR,SIDELITE ORTRANSOM. FULL LENGTH 114'MAX.SHG74)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, '.s ' . �' P SIDELITE,TRANSOM ORMULLION APPLIES TOTHE WHOLE �` EMBEDMENT .(+ '•. F 2X WOODBUCKSTRIP (c� EMBEDMENT COPLCRETEPER +.• i. ., COWO,.•' C9 SYSTEM. OR FRAMINO.SEE ANCHOR ����SSl� �`�+; NOTE 2,THIS SHEET REQUIREMENT AILY'NNIltFR P.E. EDGE DISTANCE EDGE DISTANCE P.E.068705 }.- 4.922• 2281' —►{ . 4.565I []�—I 3.926' ►•I 1ASr ..075 .500' .076• PRODUCT REVISED 312• 1.760' J. aveomplYl°iwIWWaFlaida O 11 1.000' 1.375 I ➢a9d'w6 COdo �1 t I�131 1 O #20003,Rigid PVC SIDELITE ADAPTER nc�P��►b (o" r0 EHPim�lanDota QOI� FRAME HEAD&JAMB FRAME SILL 3 PANEL RAIL&STILE °y O#20000,Rigid Cellular PVC #20001,Rigid PVC O#20002, Rigid CeMular PVC t�mni 3,070` .182_r A)ADDEDPART 027 {+• 1.503• �+ 2A88• ri -LJR•01124118 1.097 PREPARED BY:A.LYNN MILLER.P.E. 1.506 � 2145 .761• N.VENTTECHNOLOGY FL342 DRNE .374• N.VENICE,FL 34275,(941)460-1600 CERT.QF AUTH. V9295 Q .278' � 4.561' 3 •�' 3Ji84' -100• C 3.618' .050' •08(• .ow ,050• Geta' ea°0 $ 3.618• 3,616 0) o C4 >`+tv % �8 !,, um°m 04 c» 1.076' rn Zc� �� .� OHINGE STILE II REINFORCEMENT -�1 LATS 1.w5 1,o7S 1000• c J 920013,6083-T6 O TOP&BOTTOM RAIL PANEL STILE O PALE O INACTIVE O 1"FRENCH H ti p U. 6 REINFORCEMENT 7 REINFORCEMENT 8 ASTRAGAL 9 ASTRAGAL �� DOOR MULLION z O 1995 #20014,6063-TS #20015,6063 T8 #20016,6063•T6 #20017,606&T6 #20022,6063 T6 g w ►� 140" 146 O 1. IaavS Jl I 1.280• O —�I 1.450' �•�- 07S p •�'• _ _ 1.355 281•. + •�7' ` 1 516 cul 343• .37b•1 .770• ma .062• 090• J ow J .070• T+l .840' {+ �1�- 1Az5• E + Z0 --Is- BEVELED INACTIVE BEVELED OGEE FRAME SORE ADD ON i°MULLION I ACTIVE 13 ASTRAGAL COVER 14 BEAD �` BEAD 16 COVE FIN/FLANGE j CAP 19 ASTRAGAL COVER a #20045,Rigid PVC #20005,Rigid PVC #20006,Rtgld PVC #20007,Rigid PVC #20008,Rigid PVC 0009,Rigid PVC #20044,Rigid PVC 5 wni •�s°a sw°S .got• h— `tt`ttlui11r1j 1.otz•r- 1.826• \YNN A/ .035' _ ,..., 632' 646 ` 0.726• ��• � �f 1� 1.OA1• .090" ��NOENSQ .930• T �':' -•.it }T J q4o•X8705 .05T J 366• 80" •723' 4r ', r _ 0 UUU U .200 050• _ �- T �-ill�— .oe2• .ter � �fi--.os3• SINGLE DOOR ANCHOR THRESHOLD HINGE TRIM 7/16"SQUARE 20 ASTRAGAL COVER 22 SILL CAP 23 PLATE 24 CAP 25 DRIP CAP 26 COVER 27 BEAD %,gyp' AT #20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 #20020,6083-T6 #20021,6063-TB #20023,Rigid PVC #20047,Rigid PVC ��'-,F�oRtv.` �`�IIIUIt�t A.LYNN MILLER,P.E. ALL RIGID AND RIGID CELLULAR PVC BYVISION EXTRUSIONS,LTD. IL P.EA 58705 I TABLE 11: 62 * Pdet1 Descdpti0n MNsdol DOOR HEAD 23 91 z= Door a rensan main same >v DOOR PANEL HEAD 2 70001 owpaas an RIOId PVC 1 3 20002 Pand Stlo&Ret Ceitilar PVC 8 18 4 2DW3 SlddileAdapter PVC 3 5 20013 N' Sf/e"Mstacenad Alum 11083T0 6 8 20014 Panel Reil Rdrtacened Alum 80&1.70 T 20018 Panels eRelrMcurad Alum 6DM.76 1 ,Ion fCY RRVISBD 8 2D010 Atthe RI PVC 28 ic'KgAyia�t witbrheFiadh 9 20017 NsdheAsb Wald PVC 1 •su8dvs:lCode 10 20022 t'FTmtch OcerMWt0n Alum Tfi a .�captence No *A 'g 70 13 20025 1sa ohl Corer Ri PVC34 4 23 imBon Date ,jPlq 14 1-1118'B-1 Bead Ri PVC ByBy 15 2X008 1.1!18' bead RI PVC 3 i M 18 20H0aex Ower RI id PVC / onu a Roduct 17 20068 Addm FNFlen0a PVC 5 18 700091'MsAion PVC A)ADDED PARTS 127.N45 87146 19 20094 AtlNeAd Corer Ri PVC DOOR 3 ® JR-0124116 20WMW DOorAst CoR1 PVC 22ewt:aa RI PVC JAMB / PREPARED BY:A.LYNN MILLER.P.E. Zi Plate - Num 6003-TB 1070 TECKNOLOGY DRIVE 24ldCasr um 6083.76 N.VENICE.FL34275•{841)480-160D CHIT.OF AUTH.629286 drncow Fewd PVC eBead Wald PVC 35?9s'. lh Y 29 167174 Faure Weelhels 28eua 91 714FPT110I9N Fresse•taWlde Stab Strew.#14 Xt-V2'Ph.FK 16.025'O.C. SteFlcs DOOR PANEL 3z 7SIOIX FmmewNu.mobsaerr.#to xr Pn.Fit.zw O.C. Stainless Steel To / HINGE STILE emD O o 33 78)OIPT410 Reinforcement Suety.N8X 1"Ph.FH 18"O.C. Stainless Steil 31 TIMFPAX FrameAssem VSuee:1110X2'PRFH Stainless Steel / DOOR PANEL (A o N 35 714FPT41 W-W SlabAssan Screw.Sf4X1AWRLFM Stainless$led {N 0) ,rB d 36 7142=25 N-WSIabAssa= Scrar.M4X2-1MPh.FH Stainless Steel LOCK STILEto 37 TPSSpwm dem 6 N�' ro t''POJQ 38 t�rWtN)a S g 7 IL e ui U) roN 39 Ouena DlxeSeal Spacer Ila Seagdl0esskml Z 1L 40 OZfi69 Ousnec Foasr�DM /Dass d 33 o E 0e+a 4t 20(¢6 Sei Bock 0511-5da0. Vinyl .- N 42 Bac Dox-986aGE-T76D Silcow INSTALLATION o F W LL M 0pas ANCHOR 0 � M 15440 Ho MeD Bul I .Z m O 45 iBSG Shcl BIod911tTx4"x3716'65-A5duro. N 71 32 C o 93 46 7814 tt Bbds 11rX 1"x 118"85.1-5Nm cea INTERIOR o o a +°"+S 47-73SeatiFl. areBON Tab 12 Shed 12 m Kt rm VewAsYe 1a ACdd 72 \ \ y x ;7C Z OI 20035 Atthe As Aedel ��^�•-\1 38 ALL RIGID PVC AND RIGID CELLULAR PYC BV VISION EXTRUSIONS,LTO. N L O yo S ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. 33 MIxO DOOREll 111 r- JAMB 29 / > 0 IL DAYLITE OPENING(OLO)SIZES 3 Mll ��0 oS WH EN USING PART#3:(WIDE RAIL$OR STILES) 24 2 XDDOOORFRAAMMEHEI Nr.2.1=DLOMOhlT SIDELIE/TRANSOM 34 ``��`ot�.l LYNN 4li�� ,� VO(DOOR FRAME HEIGHT-12.1=DLO HEIGHT JAMB MARROW I ' e (XX DOOR FRAMi WIDTH 2)-11.5=OLOWIDTH Q r' ;c SLTlrRFRAME HEIGHT-12.1=DUD HEIGHT - FRAME ,��: r 705 SLTITR FRAME WIDTH-12.1=DLO WIDTH plo.�8 c DOOR WHEN USING PA4:(NARROW RAILS OR STILES) RT116 "q- z SLTITR FRAME HEIGHT-4.9=OLO HEIGHT SILL - 'r•�;. SLT/rRFRAME WIDTH-4.9=OLA WIDTH 18 �'� *•/�` SIDELITUTRANSOM 34 31 SILL W/WIDE FRAME 1 (HEAD SIMILAR) A.LYNN MILM.P.E. P.E�SB705 HARDWARE DETAILS&LOCATIONS 52.55 63,65 - 47-49 62' 63 80 68 . 67 70.73 "RODUCTREVISEO 62,64 •+avmPlYioBwiN�Ne FIOrk1� / � / +'wiWine code ,ueeplenco No r 05 EQUALLY- Ex imrim Dare �)(r SPACED 87 N1�ami oda!•mdud / 47-49 / \ Al NO CHANGES THIS SHEET 0 0 \ o' JR-01124!16 b3.54 V PREPARED BY:A.LYNN MILLER,P.E. EQUALLY- o . - 1070 TECHNOLOGY DRIVE SPACED N.VENICE,FL 34276,(941)480.1600 01 O CERT.OF AUTH.W=96 \ a \ o Y 44' O EQUALLY ^ MAX. 81-50 o SjPA�CED \ (� \ / N c N ; r N t m tD u,"w0 \ 10 \ 3M g g• MAX, Z IJy, vii 0: 'aN MAX 70 73 70-73 O E M co RN "X"CONFIGURATION "XX"CONFIGURATION \ 61 o w a J O SFE DETAIL Q pmp N TOPLOCK a 0: F e TABLE 12: SIMILAR p O lit 7aava # Part# Description Material \ o a ov 47 70 3000 PT Rhino Look(6'8 AmesburyInc. to 66=0 HINGE DETAIL 48 666032702 P3000 3-PT RhinoLock oyer 68"),Ames Inc. Stainless Steel U rn M 49 7.1032X1FPFX Rhino Lock Screw:10-32X1"Phll.FH Stainless Steel 62 20 A table Strike Plate Assembly,Amesbury 027 Inc. Stainless Steel E Z o 69 20028 Center Strike Plate Assembly,AmesburyInc. Stainless Steel 0 w U' 54 75701 X Strike Plate Screw,(X):#tO X11"Phil.FH 410 S.S. W Q 55 7SX12PPHUX Strike Plate Screw, :#8 X 112"Phil,FH 410 S,S. O O a 60 7SB1202 Flush Bolt()" al L1 'asap swag . 61 7803725 Flush Bolt Rad62 4" 420034 Flush Bolt Gulde 63 7832X12FPXP Flush Bolt Guide S 1YNtV Screw.032X112"Phll.FH `��p��1rA9¢(��ii�� 64 48033N GuidePln()Oq `�`� ,•''��cErrsE''•.F? 65 78036 Flush Boo Strike Plate QW,Amesbury Inc. Stainless Steel @D is 68 7032X12FP� Flush Boll Stake Plate Screw,(XX):#8 XSIN'Phil.FH 410 S.S. _ : No.58705 = 67 vanes Hendlen ever O'er — ._ 68 tortes Dummy HandWLever 4" BEYOND i i — 9 Amesbury 70 PANEL I I •�, C 71� ;''�U 70 20025 Butt Hinge,Amesbu Inc. Stadess Steel ��'•, J: 71 71032XIFPFX Hinge,Slab Screw:#1032 X 1"PhD FHSleinleas Steel 60 FLUSH BOLT DETAIL �` •,FtURIOP " •'���� 72 781OIX Hinge,Ftarne Screw.#10 X PhIL FH Stainleea Steel A.LYNN MILLER,P.E. P."68105