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HomeMy WebLinkAboutProduct Approval � I MIAMI- ADE MIAMI-DADECOUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO P. PLACCEPTANCE OA �}��v.n,lamldacle.�ov/econoe}v PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.3427 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(hi 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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. Series "FD-455 Vinyl' Outswing VE 2000 Tan 202 lighter shades(Non-White and White) Rigid Cellular PVC Door w/Sidelites and w/Transoms-N.I. APPROVAL DOCUMENT: Drawing No. MD-455.1, Series titled "Vinyl French Door and SLT/TR", sheets 01 through 12 of 12,dated 05/07/13 with the latest revision dated 11/27/13,prepared by manufacture, signed and sealed by Anthony Lynn Miller, P. E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section, MISSILE IMPACT RATING:None. 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 termoLbrd and removal of NOA. ADVERTISEMENT: The NOA number preceded by tiami-Dade County, Florida, and followed by the expiration date may be displayed in advertisin r ture. 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 t re ser by the manufacturer or its distributors and shall be available for inspection at the job site at the req st of wilding Official. This consists of this page 1 and evidence pages E-I and E-2,as well as appr 1 do ment mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. *Da : 13-0815.04 MIAMI-DADE COUNTY Expiratioy 23,2019 Approvr 3,2014 Page 1 i GENERAL NOTES:SERIES 455, DESIGN PRESSURE RATING IMPACTRATING NON-IMPACT-RESISTANT,VINYL,REINFORCED,OUTSWING VARIES, NOT RATED FOR MISSILE FRENCH DOOR&SIDELITE/TRANSOM(SLT/TR) SEE SHEETS 485 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. MIA.Edge Min. Approved as corn,1 bi wid,the Group Anchor Substrate ° I> & Distanco Embedment Florida9uudl,8 o 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY Uato Zd O APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Ungrouted CMU,(ASTM C-90) 1" 1-114" NOAIJ__ 2 A 3/16"Elco Ultracon ' PINE,ASTM C90 CONCRETE MASONRY UNITS(CMU'S OF NORMAL WEIGHT AND OF COMPRESSIVE Ungrouted CMU,(ASTM G90) 2-112" 1-114" Mln c� 'uSl Control STRENGTH OF MIN.1.9 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. P.T.Southern Pine(SG=0.55) 1/2" 1-3/6' y 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,THIS SHEET.ALL WOOD #10 Steel SMS(G5) Aluminum,6063-T5' 5116" 0.056" BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 010 410 S.S.SMS Steel,A36' 5116" 0.056" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X #10 18.8 S.S.SMS ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO B Steel Stud,A653 Gr.33' 5116" 0.056"(16 Ga) a PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS P.T.Southern Pine(SG=0.55) 1/2" 1-3/6' THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3116"Elco Ultracon Grouted CMU,(ASTM C-90) 2-1/2" 2-1/4" o` 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK, Concrete(min.2.85 ksl) 1" 1-3/8" > NON-METALLIC GROUT AT 3.4 KSI MIN.PER ASTM C1107.(DONE BY OTHERS).MAX.1/4-SHIM 1/4"Elco Ultracon Ungrouted CMU, ASTM C-90) 2-1/2" 1-114" SPACE FOR GROUT WHICH MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT P.T.Southern Pine SG=0.55 9116" 1-318" TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, ( ) #1?.Steel SMS(G5) w c2 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS Aluminum,6063-T5' 318" 0.063" > ,- � •naa APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH THE FBC. #12 410 S.S.SMS n Steel,A36' 318" 0.056" w #12 18-8 S.S.SMS p 75 O 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE Steel Stud,A653 Gr.33' 3/8" 0.056"(16 Ga) ,n ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS P.T.Southern Pine(SG=0.55) V 1-3/8" }Ur (~`1 N ol00 Z rrnn SHEET.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR 1/4"Elco Ultracon Growled CMU, O m INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR (ASTM C-90) 2-1/2" 1-314" J� �n p WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE C Concrete(min.'2.85 ksl) 1" 1-318" Z u- ,N LL m —,a OF THESE INSTRUCTIONS. 1 =LL `' 114"Elco 410 S.S.CreleFlex Concrete(min.,3.35 ksl) 1" 1-314" w U x D d IY out 7)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT Ungrouted CMU,(ASTM C-90) 2-112" 1-114" Z 00 FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD ~w m O t J/10 P.T.Southam Pine(SG=0,55) 1" 1-3/8" o `M F BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY O O THE DOOR,SIDELITE OR TRANSOM. 1/4"Elea 18-8 S.S.Aggre-Gator Concrete(min.13.27 ksl) 1.1/2" 1.316" Z C;Z rn O B)DESIGN PRESSURES: Ungrouted CMU,(ASTM C-90) 4" 1-1/4" v O LL Z O „ — A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND "Elco Ullrec Caner 1-318" Q GLASS PER ASTM E1300. D 114" Elco410 S.S.CreteFlex Concrele(min.'3.35 ksi) 2-112" 1-314" K OB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRAT . 0 loot's FRAME ANALYSIS AND GLASS PER ASTM E1300. - I a O W U z F z 9)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS U CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.1/3%STRESS INCREASE HAS NOT TABLE 2: mZ Z moos BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR T e a E -3 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER # DescriptionL�L.1 DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR Y w CORROSION RESISTANCE. 1 /8"Tempered-5/8"Airspace:118"Tempered O Z W 10)ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN 2­13/16"Tempered-112"Airspace-3/16"Tempered j (9 TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. SEE TABLE 10 FOR SPACER INFORMATION. agry nso0 seue5 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA \\\\\�\yl Mll BUILDING CODE. , 12)REFERENCES: n `\`\�O�,•G•t4N ',•R')(' GUIDE TO SHEETS: ,� .•�\ENSF TEST REPORTS:FTL-7338 8 7370 GENERAL NOTES...........................1 58705 NONS:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA;' ELEVATIONS...................................2 -t'1(; N0• VISION EXTRUSIONS,LTD.WHITE,TAN&BROWN-COATED RIGID PVC NOA'S(10-0420.06,11-0902.10 GLAZING DETAILS..............._.........3 - �, (1 '�(•�7-"�- &12-1017.01)VISION EXTRUSIONS,LTD.WHITE&NON-WHITE RIGID CELLULAR PVC NOA'S DESIGN PRESSURES.....................4-5 �'" (13-1121.01&13.1121.02),ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM SIDELITE/TRANSOM ANCHORS....4-8 )) E )3 '•_` 2 DESIGN MANUAL. INSTALLATION................................7-9 SYP P EXTRUSION PROFILES..................10 �i� •'•.,�LOR\0.•��� PARTS LIST.....................................11 �� ....• \ CORNER DETAILS..........................11 /""sj0NAN. HARDWARE DETAILS.....................12 /r/till 1 11% \ A LYNN MILLER,P.E. REX 58705 I EXAMPLE CONFIGURATIONS 40• 1 40• �.J MAX.SLAB 8-314' I Mme• 38.3MUL 1•MULL —� 38.3l4• M MULL I 37-9116' I 76•MAX. I TMP.—�IH—MAX. . –�L IIS 38.79') WIDTH MAX. ppmW m complynlg l(dtl(the ® plon(IADoi IA•nC ir �{ OA / MAX. Ylonil o ro ontrol 93.7/8• HEIGHT MAXSLAB (ALL DOOR HEIGHT CONFlGS.) z` TYP.DOOR SLAB X - XX OIX(SHOWN)ORXIO OIXIO Y (WIDESTILES AND WIDE RAILS (NARROW STILES AND WIDE '�oL SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) O 30.8 FT'MAX. 30.8 FT'MAX. O DE7AIL SEE SIZE RANGES SEE SIZE RANGES HOR ZONM AL ( 1 ILS 38.3!4' SII } ^ alu0 O L j HEET fl FROM TABLE 7,SHEET 8 FROM TABLE 7,SHEET 6 MULLION I I IMAX. I U a NLo LENGTH j rn cq O � 8 z LL h LL wno�0 x S2 76•MAX. MAX. MAX. ��lI W U 02 co of 'oN —� 1'MULL(X2) �� TYP. 9MAX. 1 MAX.• � TYP. I � � �Z m O `t � snip MAX. MAX. Imo— 1•MULL 0O O DLO DLO o Z d z -'tco V \ v O OO z 111• 111' � Q F' N IX MAX. MAX. 1•MULL fO 00 laa4s HEIGHT HEIGHT OR WIDTH / OR WIDTH 9 U MULLIONL / / z O f." ZF U Z LENGTH Q LU U oloa5 FT� u K W EL Lo \ / \ ; uj LL LL ,\ apl •asap reua5 OIXXIO SINGLE O SINGLE O OIO(ADDITIONAL MULLED \ `\� LYNNI (WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW LITES ALLOWED) RAILS SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES)_ RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW 0/0 WITH O/X WITH �'Z';•'��cENSF''•.F� �� NOTES: RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 1)SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. I MULLION MULLION No.5870? 2)MULLIONS SHOWN ARE STANDARD 1•FRENCH DOOR MULLIONS PER THIS NOA. (WIDE STILES AND (NARROW STILES ! 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA. WIDE RAILS SHOWN AND NARROW – (A: – 4)FRENCH DOOR MULLION IS LIMITED TO 96•IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON �)�-��)� = FLOR (Wj 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLTITR OR MULLED ASSEMBLY. TRANSOM) TRANSOM) �-P STA E OF 6)ADDITIONAL CONFIGURATIONS USING THE 1•FRENCH DOOR MULLION ARE POSSIBLE.USE THE ABOVE DRAWINGS AS �i0.t` IO?; �j�•' A REFERENCE FOR SIZE LIMITATIONS. ���CCS "'••••" ����` ,S10NA- .. A.LYNN MILLER,P.E. P.E.N 58705 I DOOR,SIDELITE&TRANSOM GLAZING DETAILS 7/8'NOM. 7/8'NOM. GLASS STACK GLASS STACK pmved as eomplyut8 N ith the / I0 daliB•il-d116 6 !olee e - 3�Z 4UAIIlit 5/8'AIRSPACE 118•TEMPERED GLASS i/2'AIRSPACE • 3/16'TEMPERED GLASS Aianti )c i/8'TEMPERED GLASS,, 3116'TEMPERED GLASS ^ i 2711118' 27 11116' > GLASS BITE � GLASS BITE � 3 3 > z` EXTERIOR EXTERIOR 39 40 42 39 40 42 w m > '"aa 41 41 C3 O C}7 N 'I•G 0c.-4 `n O Y GLASS TYPE 1 GLASS TYPE 2 O tJi � Fo G UU X� d wZ 02 v 0 oN F" m O O Q V J 1-4 Z D:z In LL 0 O 7!8'NOM. 7/8'NOM. Q m GLASS STACK GLASS STACK O iaays O J N Z 5/8'AIRSPACE 1/2'AIRSPACE ~ U ~ • 118'TEMPERED GLASS 3/16'TEMPERED GLASS ¢ W w0 a!oas o W O to 118'TEMPERED GLASS • 3116'TEMPERED GLASS • In � Z U Z � > U U- 27 27 11!16• 27 11116' aB!1 •asaG sauas GLASS BITE GLASS BITE 4\ 4 ` NN......... 39 40 J�� 39 40 •.F'P* 1 42 1 42 No.56705 41 41 f t�7 GLASS TYPE 1 GLASS TYPE 2 ST TE OF FCORIO'O' (9 SHOWN IN SIDELITE ADAPTER SHOWN IN SIDELITE ADAPTER AL A.LY�1MILL ER,1.E. P.E.it 58705 ail i SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTALLATION XX 4" C.MIN., (010,01010,ETC.) (XIO,OIX,XIX,OIXIO,XIOIX,OIXXIO, ETC) SE TABLE 4, SEE MULLION CLUSTER --- SEE MULLION CLUSTER T S SHEET, �� \�� DETAIL BELOW `�� DETAIL BELOW 4'MAX. --►{ 4'MAX. ASTRAGAL-�F R QUANTITY, _LUSTER _ EE TABLE I, 1 AT TACH DOORS AND 1 Approved as complying�eitli die 9 112" y 1n. --_ -- SHEET 1 FOR 1 MAX 9 MAX TYPE MAX. \ , SIDELITES TO THE \ , Dulelln Du9din ra r T MULLION AS PER �s..(S�- �1 1 CENTERED I I I I I THE INSTRUCTION - I NO/JI Luo I I I I t I 1 I OF THE INDIVIDUAL I 10 I I BETWEEN I I MI cl'r0duc,Canlro CENTERED ANCHORS I �' � I I DOOR OR SIDELITE BETWEEN CENTERED I I I I t I j BETWEEN I I /' `\1 1 96"MAX. t LIR. N HINGES SEE l HINGES I1 MULLION TAVRTICAL MULLION ` MULLIONk, SEE LENGTH INNOTE11 I 12"O.C. NOTE11 1 I I VERTICAL LENGTHIN CENTERED I_ VERTICAL �• CENTERED I APPLICATIONS - DESIGN PRESSURE I APL CATIONS BETWEEN I- I I -IBETWEEN 1 1 I I SEEI +/-70.0 PSFHINGESHINGES , , NOTE 1CENTEIBETWEEN IyI�I I _'-_I I � I I SIDELITE - SIDELITE DOOR10.1/2" L- J ANCHORS 10-112" JMAX. 9' MAX. LUrANCHOR REQANCHOR REQUIREMENTS ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD 0_' C SAME AS HEAD SAME AS HEAD ---- CI X XX,(USING ASTRAGAL) M6 X., MAX' —`` �� c9 N C\1 aleO ren 7 `\1'MULLION " 111"MULLION r w MAX. r AX OJ 00" o T O TABLE 4: 9 q 4'O.C.MIN..f—yl—y7 6" q"O.C.MIN. 4'O.C:MIN. 4"I meq"O.C.MIN. Z W In LL � mo 0 TABLE 3: / I 1 1 ,1 I IIIc t1-1 `I = '.. XX Door.Astragal Cluster Anchors Required 7 I COO URE (1�Hoed&Slit I SEE TABLE 6, JIIIE SEE TABLE 6, W U X .150.0 PSF Gtess Type 1 DcorWldlhQn) 1 --- 1 THIS SHEET, --- 1 THIS SHEET, �WmC)2 co k48 60 72 76 SIDE- SIDE- FORANCHORFORANCHOR o DOORt`QUANTITY,SEEi QUANTITY,SEE O Oo \LITE LITE r TABLE 1,SHEET \ TABLE1,SHEET Z D.Z U) �rd m c`� m 4� m O ❑ 1 FOR TYPE ; 1 FOR TYPE O p Z 5eQ5e e 5 e p - 4 4 4 5 4 5 4 4 BLE Anchors Required for a Vertical Mullion(each mullion end) FOR'OIXXIO" ® O laag6 96 4 6 T4 6 5 4 Door or SIdelilarlimmom WWII On) AND SIMILAR C] = O 12 1 24 1 32 38-314 1 40 CONFIGURATIONS UU)Z O CONTAINING A Z W Mullion ❑ m O ❑ m O ❑ m O ❑ DOUBLE DOOR < W O' -5— Mullion TRANSOM-TO-DOOR(X/O)OR TRANSOM (O/O) Heighi g €9 E a s a g €a g; m),USE o M a e e e 'e S A a e S e ONLY HALF OF "- Z In (7 Q li a` c7 U' U' l7 4_1e K f9_ MULLION ATTACHMENT&INSTALLATION Door on) wA z 1 z 2 1 3 2 1 wA wA wA THE FRAME w �' ATTACH DOORS, _ sLTliR 80 1 2 1 2 2 1 3 2 1 3 2 1 WIDTH OF THE v > O D SIDELITES& Door WA 2 1 3 2 1 3 3 2 WA WA WA DOUBLE H NLUSINGR TRANSOMSTOTHE \�� SLl 1 2 1 3 2 1 3 3 2 3 3 2 x1111 •ara0 saua5 /� � THIS TABLE. MULLION AS PER / i OF HEj III THE SNDIVIDUAL TRANSQf�I TRUCTION ��� 7 111"MULLION INSTRUCTIONS: ����\,(1LYNN1M�l7yi� PRODUCT _ ---/- __—�1 I 6" I HORIZONTAL 1)DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS.SEE TABLE 1,SHEET 1,FOR �� ON ....... • 11 itI MAX. I MULLION ALL APPROVED ANCHORS.FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH �'Z`•' CENSF ''•,�P 1 'APPLICATIONS HINGE LOCATION(RECOMMENDED!!10 FLATHEAD SMS OR 3116'FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). �' 1 MAX ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION.FOR * t4o.58705 _ 1 TWO(2)ANCHORS EXAMPLE,ON AN"XIO"CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE TABLE 7: DOOR OF2' �` (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. _ - HORIZONTAL MULLION SIDELITE MULLION END. _ DESIGN PRESSURE NOTES: .'U tl-I ) -_1)SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED. , \\ ''/ 2 MULLIONS SHOWN ARE STANDARD I"FRENCH DOOR MULLIONS. �i�T '••,�CORIO•, �?�` +l-70.0 PSF ) P,•' �i F 40"MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA %(� '••.... TRANSOMS WIDER THAN 40"WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY OP. "'isS/ONA"- `� STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION 1S LIMITED TO 96"IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. 1111111 11111 TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITIE TRANSOM OR MULLED ASSEMBLY. A.LYNN MILLER,P.E. 6)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.E.4 58705 r I I EMBEDMENT .-i 114'MAX. INSTALLATION I �— SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 16 INTO 2XWOOD. X13 DISTANCE i 1 88 67 TYP.ANCHOR TYPE, g Approval w complying with Ike EMBEDMENTAND 71 33 33 1'DloednBu6diigCoz3 Zoe EDGE DISTANCE PER ^S�O AVVIA SUBSTRATE,SEE i TABLEI,SHEETI. MiJ clwdua Conlro 1 ANCHOR PER HINGE _ TO BE THROUGH SUBSTRATE.MIN.810 s FLATHEAD SMS,SEE TABLE 1,SHEET 1. kil, 72 5 EXTERIOR 27 0 47 48 83 8 a z 28 ^ 70 DETAIL 19 a 2X WOOD BUCKSTRIP ALSO SEE BELOW EXTERIOR _ OR FRAMING,SEE V DETAIVQ V (0(0 'Aea NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENTp § 0 AND EDGE DISTANCE PER }4D ule0 O SUBSTRATE,SEE TABLE 1,SHEET 1. U` N N L6 TYP.ANCHOR TYPE.EMBEDMENT AND AVOID INTERFERENCE WITH O EDGE DISTANCE PER SUBSTRATE,SEE OPPOSING ANCHOR BY CHOOSING TYP.ANCHOR TYPE, TABLE 1,SHEET 1. THE CORRECT LENGTH OR TYP.ANCHORTYPE, EMBEDMENT AND Z LL N ti m wnoip STAGGERING LOCATIONS. EMBEDMENT AND EDGE EDGE DISTANCE PER =LL r EMBEDMENT 114' 1B DISTANCE PER SUBSTRATE, 18 SUBSTRATE,SEE U U X o �— ' "'•- SHIM 23 23 10 SEE TABLE 1,SHEET 1. 10 TABLE 1,SHEET 1. HµZl 000 O EDGE •! 16 > 0 H DISTANCE 1 ANCHOR PER HINGE TO BE Z d Z U THROUGH SUBSTRATE.MIN. ❑ 0 1110 MIN.L THREADS BEYOND �I I a O INSTALLATION 1 METAL SUBSTRATE. 52 OPTION 2 28 41 41 ® N 00 1aa45 7 ❑ INSTALLATION rl—TI 71 �'t � ANCHORS DIRECTLY I U O Z INTO MASONRY. uEMU � Ll Z elaas O Inr� 0 LL W LI ti Z F ❑ U LL 4 j Z 26 4 72 EXTERIOR 32 EXTERIOR 47 48 aA!1 'asap sauas v 1'FRENCH DOOR MULLION 18 70 20 y LYNN! 1 ANCHOR PER HINGE TO BE THROUGH EXTERIOR DETAIL `\\'��ON GENS M!(� DETAILQA SUBSTRATE.MIN.3/16'FLATHEAD DETAIL�I R_ r' �� ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHEET 1. V '• = � No.58705 INSTALLATION NOTES: r_ – 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 ••'N -�(k3! u ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. sE OF �/ ' 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO �'�'� ' cLORID..-' 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. NA�-�? 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELRE OR TRANSOM. r rr 11 I I UR"' � 4)IF APPLICABLE.LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN 68705P E I i TYP.ANCHOR TYPE, INSTALLATION EMBEDMENT AND EDGE OPTION 4 114' 10 1S SEE DISTANCE BLE 1 ,SHEET 1�TESHIM INSTALLATION ANCHORS DIRECTLY INTO METAL. —I- EDGE I t 1 ANCHOR PER HINGE BE DISTANCE 16 IllJr' THROUGH SUBSTRATE..MIN. 010 FLATHEAD SMS WITH 1 MIN.3 THREADS BEYOND DOOR 67 TYP.ANCHOR METALSUBSTRATE. VISIBLE LIGHT A wvcd wcomplyingwidr lkc 29 TYPE.EMBEDMENT VP 33 71 5 WIDTH(DLO) 7 1 AND EDGE FI rid BuBdln ate DISTANCE PERpLZ �Z� SUBSTRATE,SEE t\OAII8�-S•Q Mi ;Pr° IControt TABLE 1,SHEET 1. 13 �� tf> I � 711 EXTERIOR (D-/ 31 72 41 52 ry EXTERIOR 48 rc 1'FRENCH DOOR MULLION 18 70 47 20 20 ' DETAIL MIAMI-DADE APPROVED MULLION(SEE SEPERATE NOA),ALUMINUM.STEEL �J Y DETAIL�E FRAMING OR STEELSTUD.SEE > SUBSTRATE PROPERTIES, N O INSTALLATION OPTION 3 DOOR FRAME WIDTH TABLE O,THIS SHEET O U) INSTALLATION ANCHORS THROUGH0 L6 TYP.ANCHOR TYPE,EMBEDMENT AND EDGE I TYP,ANCHOR TYPE,EMBEDMENT O N N °wa 1X BUCKSTRIP INTO MASONRY. to DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER O EMBEDMENT —�{ .ANCHOR TYPE, 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. Z, 04-J m vno 0 TYP t14• ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT YI 1/4 _ MAX EMBEDMENT AND OR STAGGERING LOCATIONS. U W X o EDGE DISTANCE PER 18 MAX. W U O D_ 'oN EDGE 'S SHIM 23 SUBSTRATE,SEE 10 •' + SHIM 23 f-Z D]O TABLE 1,SHEET 1. EDGE O Y _ DISTANCE 1 'a DISTANCE t-Z d Z d• Z LLO Q ro TYP.ANCHOR TYPE, -r 31 28 2 O T. EMBEDMENT . 33 41 ® m O AND EDGE N H DISTANCE U Z Z SUBSTRATE, -- 4 � - LL W O ar°as SEE TABLE 1, atti 0 LL g SHEET 1, � Q _ U Z c CONCRETE/CMU 31 EXTERIOR �( PER ANCHOR 3 a„ Via" 4 EXTERIOR a11Nasao lavas REQUIREMENT 1XWOOD CONCRETE/CMU BUCKSTRIP, SIDELITE/TRANSOM FRAME WIDTH PER ANCHOR 17 32 EXTERIOR 18 orr \\ .(LYNN •� THIS SHEET.SEE NOTE 2. REQUIREMENT INSTALLATION � �N .........�/��F//moi DETAIL(F DETAIL DETAILC OPTION �I F INSTALLATION ANCHORS No.50705 ' INSTALLATION NOTES: DIRECTLY INTO MASONRY _ - - 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 7�1115_711 6 ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. STATE OF j 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 '0i(\•'••, pL10P,.•' MASONRY.WOOD BUCKS DEPICTED AS'2X'ARE 1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYTHE / OR-• AUTHORITY HAVING JURISDICTION. /',,& OR/ONAk- 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR,SIDELITE OR TRANSOM. /11111 111111` 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A.LYNN MILLER,P.E. RE.958705 �I INSTALLATION OPTION 3 INSTALLATION OPTION 3 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO MASONRY. EDGE DISTANCE DISTANCE CONCRETE a 2X WOOD 32 PERANCHOR BUCKSTRIP 4 18 .'a OR FRAMING, O CCCJJJ REQUIREMENT EMBEDMENT SEE NOTE 2, EMBEDMENT THIS SHEET Apprm•eJ us complying vritll the 1 —L 1X WOOD a FloriJn BuiiJi�•Cay 1X WOOD BUCKSTRIP.SEE NO Dalerj. BUCKSTRIP,SEE 1 L Z G NOTE 2,THIS SHEET. NOAII s�� 0 NOTE 2,THIS SHEET. Miami D^.pro ucl Control 1 1/4'MAX SHIM orT 1/4'MAX SHIM --�/ _ - 18 25 S'r[�• _ 10 18 nrr71 j TYP.ANCHOR TYP.ANCHOR o, 16 TYPE,EMBEDMENT _ TYPE,EMBEDMENT AND EDGE AND EDGE TYP.ANCHOR TYPE, I I I 20 DISTANCE PER DISTANCE PER n EMBEDMENT AND EDGE •Ij•t— SUBSTRATE,SEE 31 SUBSTRATE,SEE DISTANCE PER SUBSTRATE, I I SEE FLUSHBOLT TABLE 1,SHEET 1. TABLE 1,SHEET 1. I DETAIL,SHEET 12 SEE TABLE 1,SHEET 1.AVOID I INTERFERENCE WITH I I W ro Y OPPOSING ANCHOR BY K U) jI 8 , CHOOSING THE CORRECT p LENGTH OR STAGGERING I I DETAIL I� 8 O LOCATIONS. N a1°p N EXTERIOR I DETAM OJ m o o U) 1 33 Z_LL C4 LL C) u! x1n 6 SIDELITE/ W U O 2 co 2 'aN I 27 TRANSOM I-_µZ1 m O 1 o�ao DOOR WINDOW FRAME n> 01'f a J DETAIL HQ VISIBLE LIGHT VISIBLE LIGHT HEIGHT Z D.Z /n I HEIGHT(DLO) HEIGHT(DLO) v Z LL O rn DOOR 41 K FRAME O 1aaVs 33 HEIGHT © °�' O ik C, M EXTERIOR U Z Z O INSTALLATION NOTES: `Jj a W aro's 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIORj DETAIL J� DETAILQL of IL J v`ni TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ONI I INSTALLATION TYP.ANCHOR Z CO w ANY SIDE OF THE DOOR,SIDELITE OR TRANSOM. I I j _ TYPE,EMBEDMENT 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE a11LL '°s°p sagas EDGE INSTALLATION t+- OPTION N DSDTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X I I I ANCHORS DIREG DIRECTLY TWOOD O MASONRY.WOOD BUCKS DEPCARE OPTIONAL IF UNIT CAN BE INSTALLED TED AS'2X'ARE INSTALLAT OI NON 1 ANCHORS II 22 TYPE,EMBED EM INTO MAS O 28 TABLESUBSTIASHEETEI. `\���o��1LYNNl4I/ZI7jil 1-112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. I — OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS AND EDGE 1 24 DISTANCE PER 3A MAX.SHIM OR Q'• V *�/ APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 3.4 KSI NON-SHRINK, SUBSTRATE,SEE NON-METALLIC = No.58705 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 TABLE 1,SHEET 1. GROUT-FULL V SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE OLENGTHFRAME OF THE DOOR,SIDELITE OR TRANSOM. FULL LENGTH 114'MAX.SHIM `-p•. y��)3 "i4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR, � '"p' � E OF ` SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE •'''' •EMBEDMENT '��� '•............FLORlO'•'�V'�:\ SYSTEM. 2X WOOD BUCKSTRIP D EMBEDMENT CONCRETE PERI o "a.' �.`S OR FRAMING,SEE O ANCHOR ` ` ��17 S�ONN- ` NOTE 2,THIS SHEET REQUIREMENT 1111111110, EDGE DISTANCE +--�{ EDGE DISTANCE A.LYNN HULLER,P.E. P.E.0 68705