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Home My WebLink AboutPRODUCT APPROVALA7IVI1t "U11u111g I ULLC V1111nV Page 1 of 3 ., WRN'R 11 IN kYYi. Y.• r • acts Home tng In User ila, bWtloa Hot Topl¢ Submit SUr Me State & Pori Publioaom FSC SbR actS Site Map Dnlp Sept b 7ardd Y Product Approval P f �uSea: Public User _1 �'.z - Product Anpruval Menu > Product or Application Seam& > AMIJoInon list> Appllraden natal) FL# FL253-RIS SCANNED Application Type Revision l3 1 Code Version 2017 1 Application Status Approved St. Lucie County -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGf Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 Authorized Signature j Jens Technical Representative -------'Je—ns Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Agency Miaml-Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option Date Submitted 12/18/2017 Date Validated 12/2012017 Date Pending FBC Approval Year 1994 _ i' *Tu v i https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRv... 6/12/2018 SERIES 101 OUTSWING, NON -IMPACT RESISTANT FRENCH DOOR AND SIDE LITE OPTIONS: SEE BELOW. 2) DESIGN PRESSURES: (SEE TABLES 14 ON SHEET 2. A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSLTIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1800. '0. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) CONFIGURATIONS: X O M, XQ. OX, XXO, 0)C& OXO, AND OXXO. 2 4)ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERUALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE PRO, CURRENT EDITION. NEADn,PES ARe 6 SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST SE MMI-DADE a)NIN.OF3TRiEMSBETOND I,�TAL6UB3TRATE ' 3)METAL BUB3IMTE TO MFtTMN. BTAENGN MID TXIOOJE88 REDORD.FNIS PERCURNONTR.ORDA COUNTYAPPROVED FOR INSTALLATION IN MIAMI-DADECOUNtt. Bua0tN0 co0EANo io ee NEwer.>c08rTHEAumaOrrnANNOJUBowcnON. 0) SEALANTS: INSTALLA71DN SCREWS, FRAME AND PANEL SEALANT. 7) REFERENCES: TEST REPORT FT42012.4964 S 6884, ELCO ULTRACON NOAB, ANSITAFBPA NOS FOR WOOD CONSTRUCTION" ALUMINUM DESIGN MANUAL UIL NGRODUC HAS BEEN DESIGNEDTHE HIGH & TESTED To COMPLY RCANE ZONE (THE REQUIREMENTS OF THE FLORIDA 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AFU). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE"7 STANDARD: 2) ON SHEET 2, TABLES 1 A 2 REFERTO PRODUCTS THAT ARE REINFORCED. TABLES 3 S 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THEAPPROPRIATE SET OF TABLES. EXAMPLES ARE GNEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A. THIS SHEETAND YOUR GLASS TYPES, A OR S. FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 743, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCTS CONFIGURATION AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 6) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GNE7N IN THE NOTES ON SHEETS 7-1 S. SHEET 14 S 15 SHOW INSTALLATION CROSSSECTIONAL DETAILS. DOOESISTANDARDSUSED. -M17 FLORDA BUILDNG CODE(F'9L7, SM EDITION •2014 RDRDA BUILDING CODE(FSDA STH EDITION -ASTM E13=9 •ANSVAFSPA NDSII01" FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM,YDiS •ALSISiGO12 •AIS033610 GLASS TYPEA SPIrTEM ERS)GLANS GENERAL NOTES ......... 0) SEALANTS: INSTALLA71DN SCREWS, FRAME AND PANEL SEALANT. 7) REFERENCES: TEST REPORT FT42012.4964 S 6884, ELCO ULTRACON NOAB, ANSITAFBPA NOS FOR WOOD CONSTRUCTION" ALUMINUM DESIGN MANUAL UIL NGRODUC HAS BEEN DESIGNEDTHE HIGH & TESTED To COMPLY RCANE ZONE (THE REQUIREMENTS OF THE FLORIDA 9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AFU). INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT(LBSIM FOR THE OPENING USING THE ASCE"7 STANDARD: 2) ON SHEET 2, TABLES 1 A 2 REFERTO PRODUCTS THAT ARE REINFORCED. TABLES 3 S 4 REFER TO PRODUCTS THAT ARE UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF YOUR PRODUCT USING THEAPPROPRIATE SET OF TABLES. EXAMPLES ARE GNEN ON SHEET 2. THIS DESIGN PRESSURE NEEDS TO BE HIGHER THAN THE OPENINGS REQUIRED DESIGN PRESSURE FROM STEP 1. 3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A. THIS SHEETAND YOUR GLASS TYPES, A OR S. FROM THE GLAZING DETAILS ON THIS SHEET. 4) FROM SHEETS 743, FIND THE SHEET THAT PERTAINS TO YOUR PRODUCTS CONFIGURATION AND DETERMINE THE ANCHOR QUANTITIES REQUIRED. 6) ANCHORS ARE TO BE INSTALLED USING THE LOCATION GUIDELINES GNE7N IN THE NOTES ON SHEETS 7-1 S. SHEET 14 S 15 SHOW INSTALLATION CROSSSECTIONAL DETAILS. DOOESISTANDARDSUSED. -M17 FLORDA BUILDNG CODE(F'9L7, SM EDITION •2014 RDRDA BUILDING CODE(FSDA STH EDITION -ASTM E13=9 •ANSVAFSPA NDSII01" FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL ADM,YDiS •ALSISiGO12 •AIS033610 GLASS TYPEA SPIrTEM ERS)GLANS GENERAL NOTES ......... 1 GLAZING DETAILS .......... 1 DESIGN PRESSURES ...... 2 VERT. SECTIONS ........... 3 HON7 SECTIONS._..._.4 PARTS LIST.; 5 EXTRUSIONS . .......... 6 ANCHOR QUANTITY........ 7-13 INSTALLATION ....... ._....... 14-16 i . i 3MMIA 1?NOM 1NASSBRE GLASS TYPE B RGOUCI N+•,b D Wl� ��'17-070 •e2 p�yy8�. pLu 1u'- P,.Na1c F)REOROANI�03HEETSMD UFOATEDTO FBC 2M7, 2 TABLEAAAWN.S SSH TE- JR•wwr LU 9 s [q u .•a �ryt K � ewe 03 NO 2 o W o $ cry c'i • e--II Z rh W = to F •N i 9 V ce K dNd 6 Q e @$� � a IYg Y = C9 € O go 2 o u u < u yy g t DESIGN PRESSURES FOR REINFORCED DOOR S.ALLGLA9S TYPES DESIGN PRESSURES FOR UNREINFORCm DOORS ALL GLASS TYPES OoOR DOORFRAME86GH7 FR a vnlml DOOR FRAMETe9®1T FRAME e�-79 SIC7°-e33M• 51314" 913M• e°-95 y4' 8�-T9 70-031r BTSR" 913/4" 5*-S6wim3f1• X 21 25 IM +75.0 0 .105. +76.0 -100. +76.0 -852 +75.0 -90.7 X Z° 25 .0 IS -60.9 +57.0 - 7.0 +54.0 54.0 +51.3 -61.3 +48.8 ALE X 27 ire +76.0 0 -99.0 +75A -03.7 +75.0 -89.0 +76.0 44.7 X 2712• 5 -56.5 +59.3 -53.8 +50.6 •60.5 +47.9 47.9 +45,6 -45.6 X 2912' +75.0 .0 -932 +75.0 -88.2 +75.0 43.7 +75.0 -79.6 X 2912 +53.3 33.3 +6D2 402 +47.5 47.6 +45.0 -05.0 +426 -028 X 2 31 U7' +78.0 .0 f-72.6+72-9 -08.3 +75.D -83.4 + +75.0 -762 X 2t 3112• +50.5 50.5 +47.5 •47.5 +44.9 -44.9 +426 -426 +40.5 40.5 X 21 331fY +7fi0 -023 +75D -79.3 6. •7B +71.9 •71.3 X +44,3 .44.3 +42.7 427 +40,84 40A +38.4 aeA X 351d+72.9 9 -779 +72.0 -779 71 -71.6 +68.0 88.0361 9S aB.3 +39.3 a9.3 .9 *38.6 a9B +388 a8.6 X 3' 371? +65.0 0 -65.0 +65.0 a6.0 .0 .0 +6.5.0 435.0 X 3 3712" +3fi a5.0 +35.0 a5.0 .0 a5. +85.0 a5.0 +9fi0 '3& XX 4e 47 Y4" +75.0 -112.1 +75.0 -105. +75.0 -100 +75.0 5.2 +75.0 -90.7 4' 47 3AL^ +60.0 -60.3 +67.0 -57.0 64. -54.0 +61.3 .51.3 +48.9 -as 51314 +7fi0 -IoS.o +79.0 -90.0 +75.0 -93.7 +75.0 a 0 +75.0 -84.7 XX 51 y4' +19L5 1 •56.6 +63.3 •53.3 +50.6 .5 +47.8 -47.9 +45.6 45.6 )cXXX lib y4• +75.0 -98.8 +76.0 -932 +75.0 -882 +75.0 a3.7 +75.0 •79.8 65 Y4 +53.3 53.3 +50.2:-,a +i7.8 -07.5 +45.0 -01 a428 -423 a 5931C +75.0 -93.7 +75.0 -eB.3 +7fi0 -63.4 76.0�76 +76.0 •75.2 BD 59 Y4^ 450.6 •50.9 +47.5 47.5 +44.9 44.9 +426 426 +40.5 40.5 XX S3 Y4 +75.0 $23 +76.0 -823 +7fi0 -79.3 + +71.3 -7 :9 633W +44.3 -04.3 +44.3 44.3 +427 -427+40.4 -00.4 +38.4 a8A JO( STy4 +72.0 -728 +729 -729 +729 -779 .6 .0 fi0 87y4^ +58.3 a9.3 +3B.3 a0.3 +98.3 a9.a +38.8 a68 +- ae.e 8` 71 Y4 +65.0 -86.0 +BSA -ao +65.0 •Bfi0 +65.0 .65.0 -e 5p, 71 3/4 +35.0 a6.0 +95.0 a5.0 +95.0 a6.0 +35.0 -36.D +35.0 a5.0 WIDE GLASS SW HIGH SINGLE DOOR(S ENOTE9) 3r WWI TYPE A. DOOR DESIGN PRESSURE =+75 /-75.1 PSF NOTES FOR ALL CONFIGURATIONS: 1) FORCONFIGURATTONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION, (XO, OK XXO, DICK, OXO, OXXO). THE LOWEST DESIGN PRESSURE SHALL PREVAIL 2) FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 4). IS REQUIRED AT DOOR TO SIDE LITE CONNECTIONS, WHEN USING TABLES I & 2. rtmDucr96vAvn •�_opyryryy botB.D"Oi�2 3) DOOR AND SIDE LTTE COMBINATIONS FROM TABLES 3 AND 4 DO NOT REQUIRE REINFORCEMENT ITEM 22. 4) DESIGN PRESSURES UNDER 40 PSF ARENOTAPPUCABLEINMIAMI-DADE 1.11 F)MDDIFlm TA6LPFORMATAND Ro1E6 Fat CIMITY.•4R- MMa17 GODNTY. 2 5) POSITIVE DESIGN PRESSURE IS LIMITEDTO 6OPSF(WATER .- axa RESISTANCE 9.0 PSF) FOR NON -REINFORCED DOORS AND SIDE LITES U4 TAL1LE33AND 4. 6) FOR DOOR -ONLY CONFIGURATIONS (1L XK), ONLY TABLE 1 IS APPLICABLE. REINFORCEMENT, PART422, IS NOT REQUIRED. o 00 Ct Z 4 i y m i p to t K 7) FOR SINGLE, STAND-ALONE SIDE LITES(0), ONLYTABLE 2 IS APPLICABLE. REINFORCEMENT, PART 01S NOT REQUIRED 22 8) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A SIDE•ITE ARE NOT AVAILABLE WITH REINFORCEMENT. 8) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE (E.G. FOR 32' 7P DOOR WIDTH IN TABLE 1, USE 33-1121 D) 0 It LL ITU- Z 0 gB ®C EXAMPLE 3, (USING TABLE 1): XX UNITWITH GLASS TYPE A EXAMPLE 5, (USING TABLE 2R 0 UNR WRH GLASS TYPE A 63a4PWIDE X OI-W HIGH DOUBLE LX40R 24" WIDE X 8W HIGH (SE NOTE 9) DOOR DESIGN PRESSURE=+761-TS.I PSF SIDE LITE DESIGN PRESSURE - +75 /-95.3 PSF EXAMPLE 2, USING TABLES 354): XO UNIT WITH A LESTCED, &2). OXX UNIT WITH LTYPEBSIINGREITABLES EXAMPLE0,(USINGSS TYPE T�FOIRCEO, XXO UNIT GLASS TYPE B, UNREINFORCED. X64" HIGH SINGLE DOOR WITH I2" X 64" GLASS ew WIDEX 90' HIGH DOUBLE DOOR WITH 29' X W 71-y4" WIDE X 95314'HIGH DOUBLE DOOR WITH 3B"WIDE SIDE LIRE (SEE NOTE 9) SIDE LITE (SEE NOTE 9) (2) 3B-3/4-X 85.YW SIDE LIES DOOR DESIGN PRESSURE=+65/�S PSF DOOR DESIGN PRESSURE -+751-10.1 PSF DOORDESIGN PRESSURE=*35/aS PSF SIDE LITE DESIGN PRESSURE =+60/45.9 PSF SIDE LITE DESIGN PRESSURE .+S7.3/A7.3 PSF SIDE LITE DESIGN PRESSURE -+05/•65 PSF DESIGN PRESSURE =+65/a5 PSF OVERALL DESIGN PRESSURE - +35145 PSF OVERALL DESIGN PRESSURE -+07.31.67.3 PSF OVERALL w o d u 0 m Y Y 0 Y Y Y Y Y Y Y V Y Y Y V Y Y Y Y V Y Y .JAYS •A 4 lfblpl u b 4 u u Y Y U 4 4 4 tl U 4 u U U u m 4 U N N W N N N N N N N 1(�IF�98ILL�. 6 CI,1 �>pfy P P A P A A A A♦ A A A P P P P A P A A A A P A A A A A A P A 1 A A II..UMB •A 4 D � 4 4 4 4 4 U 4 V m 4 m U 4 m U V V V 4 m 4 U 4 W N N W N N N W N N �f¢A�l BILLr. m 4 II.. 11 1 lip ig O -9V in m 00 \\ w z 8 e x0 �— �n -s 8 �S i {JMI9 ZONE•A•� O O y 0 m r1F // \\ Qjig --JAl18IDNE'A yq� a C Z �` ' TECHNOLOGY E N. VENICE, FL34275 g J Y >• ``y'Jia.: ......ey�yo (841}400.1000 gRog <_ ° omrmmrteion P6 mx m m °mg ` D;� r— fFRT.OPAVIN. Pl@BB Na.wmrtaW�Am Y $ 4tly.'ry hi,-'2 ALUM. FRENCH DOOR 8 SIDE LITES, NI g 04101M XDETAOS e C M 'c/'3 �`� JENS ROSOWSKI �> rrr4n nu�� FD•101 NI NTS 7OFi5 € 1lm, F >� mu DOOR HEAD (WOOD) !DGE DWANCE DOOR JAMB (WOOD) DOOR SILL (WOOD) DOOR HEAD (CONC) EMBEDMENT 1/T MAK BHIM� I s•:, ASia:ETt . WODD BUCK NG I DOOR JAMB (GONG) DOOR SILL (CONC) 9 ASHEETI DOOR HEAD (ALUMINUM) 114 DGEDISTAKE DOOR JAMB (ALUMINUM TABUS A SHEETI (ALUMINUM) No. 3B7D0 1. WOOD BUCKS THICK OR DEPICTEDAS ix SUBSTRATE OF WOOD BUCKS TO BE ENGNEE O BY OTHERS OR AS APPROVED BY THOPTIONAL IF UNIT IS INSTALLED DIRECTLY TO E AUD CONCRETE OR UTHORITY HAVING JUFUS13IICCTION ), BICfEOIS 2aARE 112' 2.IF SILL IS TIGHT TO SUBSTRATE. GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED. NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILLTHAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BYTHEAUfHORTTY HAVING JURISDICTION. , <EXTERIOR INTERIOR* 3 TIP. ANCHOR TYPE, EMBEDMENT& EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET I.. (ALL HEAD & SILL SECTIONS) LL