Loading...
HomeMy WebLinkAbout0907-0243 REVISION 2-22-10OFFICE USE ONLY: 6' DATE FILED: �. , REVISION FEE: S�- PERMIT # Ogb'l 0 0-- RECEIPT # r1lbi&p ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANC: 2300 VIRGINIA A FORT PIERCE, FL (772) 462-15 APPLICATION FOR BUILDING PROJECT INFORM 1. LOCATION/SITE ADDRESS: '90y BiyiT19 5% rT PlEftic Fl- 3 y981- 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: u9��U�oc�?S t ,�oo2s l��D PPto'pty&T 3. 4. 5. CONTRACTOR INFORMATION: ST. of FL REG./CERT. # BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: O S CITY: 6- PHONE /CELL: 9 W FFS ARCHITECT/ENGINEER INFORMATI�fON: NAME: kVL V�DL�N, ADDRESS: xl S CITY: 51— t-vvC PHONE (DAYTIME): 7 7. 2 i ST. LUCIE CTY. CERT. #. STATE: FAX: STATE: FAX: FAX: jV ZIP: ZIP: J � MMIIAM,�FLZADE NUAAR-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUM 1603 PRODUCT CONTROL DIVISION MiAK FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Bog 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product, Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AAJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (1n 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..BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 "ASH-4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum. Single Hung Window W/ STD. MTG. Rail", sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15/04 with revision 'IF, on 09/20/06, bearing the Miami -Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered, after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this-NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be -displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEIMON: 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 # 05-0104.0S and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06-0706.04 •GAs � Expiration Date: September 30, 201.1 lo�?p�0 Approval Date: October 19, 20W Page 1 PGT Industries NOTICE OF ACCEPTANCE:.EVIDENCE SMUTTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window WISTD. MTG. Rail' Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision "D", on M5/04, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window; prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3654 signed and sealed by Joseph C. Chan, P.E. "Submitted under. NOA # 058-0104.0511 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b)and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single, hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058.0104.05" 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 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.. FTL- 4179 dated April 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA # 058-0104.0511 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 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. Jaime D. Gasc P.E. Chief, Product Control Division NOA No 06-0706.04 Expiratian Date: September 30, 2011 Approval -Date: October 19, 2W E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. . Revised Anchor Calculations, ASTM E 1300-02, and structural analysis, prepared by PGT Industries, dated 09/20106, signed and. sealed by Robert L. Clark, P.E_ D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 0"714.06" 2. Laboratory compliance statement as part of test reports for Test Report no. FTL-2959, 2960, 2961, 2962, 2963 and_2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo-, P.E. "Submitted under NOA # 04-0714.0611 G. OTHER I. Letter -from the consultant stating that the product 'is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05-0104.05, issued to PGT Industries, Series SH-4000 Aluminum Single Hung Window, approved on 03124105, and expiring on 09130106. J D. Gascon, .E. , Product Control. Division NOA No 06-0706.04 Expiration Date: September 30, 2011 Approval Date: October .19, 2006 E-2 GENERAL NOTES: NON -IMPACT WINDOW 1, GLAZING OPTIONS: A 118'ANNIMEOGLASS B.118• TEMPERED GLASS C. SAW ANNEALED GLASS D.114'ANNEALED GLASS E- 3116' TEMPERED GLASS F.1/4' TEMPERED GLASS 0. 1/2' I.G. GLASS CONSISTING OF (2) LITES OF Itr ANNEALED GLASS 1AOTHA 114•AIR SPACE BETWEEN. R IW La GLASS CONSISTING OF (1) LITE OF 3113' ANNEALED GLASS AND (1) 4TE OF 1/8' ANNEALED GLASS WITH A 3116• AIR SPACE BETWEEN. ® I. 1T2' I.G. GLASS CONSISTING OF (2) LITES OF IV TEMPERED GLASS WITH A 114' AIR SPACE BETWEEN. J. 12' 1.0. GLASS CONSISTING OF (1) LITE OF 3f16' TEMPERED GLASS AND (1) LITE OF 116' TEMPERED 'GLASS WTTH A 3116' AIR SPACE BETWEEN, Z. CONFIGURATION: tH OX 3. DESIGN PRESSURES: (SEE TABLE 1, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS ® TABLES ASTM E 1300-02, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. C. DESIGN PRESSURES LESS THAN 40 PSF ARE NOT APPLICABLE IN MIAMI -DADS COUNTY. 4. FOR ANCHORAGE REQUIREMENTS PEE SHEETS B AND 7. THE 33113 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 5. SHU77ERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMU.DADE COUNTY APPROVED FOR INSTALLATION IN MIAMI-DOE COUNTY. S. SE/LLANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS SEALED WITH CLEAR COLORED SEALANT, 7, REFERENCES: TEST REPORTS FTL•2959, RTI. Z960, FTL.2961, FTL 2963, FTL-3654, FTL4179, AND FrL-0379. ELCO TEXTRON NOA:040721.01. 03.=S.05 ANSVAFSPA NOS-2001 FOR WOOD CONSTRUCTION ADM-2DOO ALUMINUM DESIGN MANUAL . S. THIS PRODUCT HAS BEEN DESIGNED fL TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2W4 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVH 4. F.K MPIS04 • a+..h o,t. F.K 12/}5rD4 a 7' MAX. HEI HTJ vy MAX. WID 49118• MAX FIXED . . LITE DAYLIGHT OPENING Q / A 4 4 3! ` MAX FIXED LITE DAYLIGHT OPE 4ING MAX VENT DAYLIGHT OPE VNG 481/3' MAX VENT DAYLfG1NT OPEAlfNG OUTSIDE ELEVATION ro 1ECI.WMOGV ORNE GENERAL NOTES AND ELEVATION NOKOW& FL 742fS rr.' P.O. BOX tup _ _ ALUM. SINGLE HUNG WINDOW, STD. MTG. N0ICOIAS, fL 1A2T4 Vuibij Bursa s"~"° 61w0oo "" � NT3 °`� 1 r 7 2736 NOA DRAWING MAP SHEET GENERAL NOTES,_,,.....„.1 ELEVATIONS........._....„.... 1 GLAZING DETAILS.,...:...... 2 DESIGN PRESSURES,...... 3 VERT. SECTIONS _....::.::. 4 HORIZ. SECTIONS...,.,...,.. 4 PARTS LIST...,.; ................. 6 EXTRUSIONS .................... 5 ANCHORAGE. .......... _....... 0-7 7af�.�lfTl 7 L. rlt,P.E. PE i39T12 Structural 118' ANNEALED OR :51 1 TEMPERED GLASS R 22f LOR 3/19' ANNEALED OR TEMPERED GLASS 25 ��AF n BI 52 OR 1/4' ANNEALED OR rr TEMPERED GLASS f 25 / �- 81MIN. 19 19 19 118"GLAZING DETAIL 3116" GLAZING DETAIL 114" GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) (ORIGINAL DESIGN) fF1' NOM. - - Ur NOW 29 118' ANNEALED OR TEMPERED. GLASS 311W ANNEALED OR TEMPERED GLASS OR 114' AIRSPACE ® - - AR. 3/16- AIR SPACE 55 08- ANNEALED OR TEMPERED GLASS 56 11w ANNEALED OR TEMPERED GLASS t . 30 IN.. 30 3W IN. BI . .JV B17E . I�OWILT@6NiW1{p f7 31 31 19 19ovum 1/20 I.G. GLAZING DETAIL 1/2" I.G. GLAZING -DETAIL ORIGINAL DESIGN (ORIGINAL DESIGN) ADDAIR SPACE DIM. TO LC, GLASS OETALS a 1TEd18 SS Q 69. D r Darr o .G NG rAl +6r6TE�Ju+aoarDwvc GLAZING DETAILS ' ADDE0 GLAANOD A111-dREbfl7l4pALT. ONFS, NUKOLnS, Fl.93I75 +i' - - me REDRAWN ORIG, AND ADDED ALT. GLAZING OETALa P.O.BQ%1529 ALUM, SINGLE HUNG WINDOW, STD. MTG. RAIL r1�AL.c P.E. NOKOAIIS, FL 34V4 Visibly Dnttrr S/rILY10 d ~� F PE 939T12 J. 5f1fiA7B _ . Fu!! 2 7 2736 SmwWral y ' COMPARATIVE ANALYSIS- TABLE 1. GLASS TYPES: WINDOW WIDTH GLASS TYPE WINDOW HEIGHT A 118" ANNEALED FTL-2961, 2963 26« 38 318" 506181, 63" 76" * B. 1!B" TEMPERED PTL-2961, 2963 A +58, 7 -90.0 +56.7. -90.0 +56.7 -90.0 +56.7 -71.0 +43.8 -43.8 C. 3116" ANNEALED FTL 2960 19118" B,E,F +56.7 -90.0 +56.7 .90.0 +56.7 -90.0 +56.7' 90.0 +58.7 -73.0 " D. 114" ANNEALED FTL-2960 O,D,G,H,I,J +58.7 90.0 +56.7 J90,0 +56.7 =90.0 t58.7 -88A +58.7 66.4 E. 3116" TEMPERED FTL-2959, 4179, 4379 A +56.7 9D.0 +56.7 -90.0 +56.7 . -90.0 +66.7 -63.6 +38.2 -38,2 * F. 114" TEMPERED FTL-2959, 4179, 4370 u" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -84.9 +55.7 -63.6 G. ill" I.G. (118"A, 114" AIR SPACE, 118"A) FTL 3654 C,D,G,H,I,J +56.7 -90.0 +56.7 -90,0 +56.7 -90.0 +56.7 -77.f +56.7 -57.9 * H. 1/2" LG (3116 A, 3116" AIR SPACA 118"Al FTL-3654 26 112" A +66.7 -90.0 +56.7 -90.0 +56.7 90.0 +56.7 -61.6 +36.3 38.3 Y I. 1/2" I.G. (118"T, 114" AIR SPACE,118"T) FTL36U B,E,F +56.7 -90.0 +56.7 -90.0 +58.7 - -90.0 +56.7 -82.1 +56.7 -60.5 * J. 112" I.G; (3116"T, 3116" AIR SPACE, 118'7) FTL3654 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7. -90.0 +68.7 -74.8 +65.0, -55.0 " UPGRADE FROM GLASS TYPE TESTED 32" A +56.7 90.0 +56.7 -85.5 +56.7 777.8 +56.7 -60.0 +33.8 -33.8 B,E,F +56.7 -90.0 +55:7 90.0 +56.7 - -90.0 +56.7 -80.0 +56.4 -M.4 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +58.7 -9D.0 +56.7 =72.8 +51.3 -51.3 3T^ A +55.7 -90.0 +56.7 -73.5 +56.7 • -65.9 +56.1 -58.2 `-80.0 +33.0 -33.0 B,E,F +56.7 -90.0 +56.7 -90.6 +56.7 -90.0 +56.7 +55.0 -55.0 C,D,G,H,I;J *56.7 .90.0 +56.7J -90.0 +56.7 -90.0 +56.7 -72.8 +50.0 -50.0 4W1 44" 48" tC.DG,H,I,j A +56.7 -90.0 +56.7 96,5 +56.7 -59.3 +48.0 -48.0 +33.0 -33.0. B,E,F +66.7' -90.0 +56.7 -90.0 +56.7 -90.0 +55.7 -80.0 +55.0 -5S.0 C,D,6,H,4,J A . +56.7 +56.7 -90.0 -87.8 +56.7 +56.7 -90.0 -60.3 - +56.7 *51.7. 90,0 -51.7 +58.7 +48.0 1 72.8 48.0. +50.0 +33.0 50.0 -33.0 >111000w6e16N� ' ��4YridAMllrIM OY phYN B,E.F +56.7 -90.0 • +66.7 -90.0 +56.7 $9.9 +56.7 80.0 +55.0 -55.0 C,D,G,H,I,J A +56.7 +56.7 90.0 -79.3 +56.7 +56.7 -90.0 -66.7 ' +56.7 +46.3 -81.7 -46.3 +56.7 +42.1 -72.8 42.1 +50.0 +33.0 -50.0 -33.0 B,E,F +56.7 -90.0 +56.7 -90.0 +66.7 -79.7 +56.7 -70.2 +55.0 -55.0 +56.7 -90.0 +56.7 -08.0 +56.7 72,5 +56.7 -63.8 +50.0 -50.0 53118" A +66.7 -70.6 +51.2 -51.2 +39.9 39.9 +38.3 +33.0 -33.0 B,E,F +56r7 -87.0 *56.1 --80.0 +56.7 99,6 +58.7 A-80.6 +66.0 -55.0 CD,G,H,I,J +56.7 -87.0 +56.7 -77.6 +66.7 -63,3 +55.1 +50.0 90.0 F.K QA70'tM F UPDRADEiABLEDES(D/JPREBSUREBPERASTME 1NMI. DESIGN PRESSURES . aWd L. Lxa K R.E. PE 839)12 94uctural F.K. OyJSAN E- ADo d ED REOUCEMAX IYE TiVE FRQN-i7870.80P5 �omTEcnNa�oarowvE NOMINO FL>/27fi P.O. BOX 15" NOKOM188, rL 34m F.K. fy19A4 D F6 H UP[iRADE9 lAo E P B. rr. ALUM. SINGLE HUNG WINDOW, STD. MTG. RAIL A=m; °""'ems - SH40W NTS�'"". 3 a 7 2736 F F.K- TZ1SM4 J.J. .-5R&Y16 Vitibly 1kcrer NO SECTION B-B INTERIOR �� MAXW EXTERIOR SECTION A -A NOTES: 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 28, 51, 52, 53, 54, 55, OR 56. ® •_ riief.a" i>.Mtlrrdl� wl G� HOKOM1 . FL 34 DRIVE SECTIONS NOKOAll9, Fl. N374 P.0.80X1s1e ALUM. SINGLE HUNG WINDOW STD. MTG. RAIL Robe L. Cwk P.E. NONOW, FL 3I274 Viably Bean s12 k�oou a 4 • 7 0 273E F 66tNrrd CONCRETE ® 1 3v MIN. CONCRETE CMU A Y 31N'MIN. 6• 1 114' MIN. CMU 1 f14' MIN. 114' MAX, SHIM-1/4' MAIL SHIM I/4' MAX. SHIM---•-j M N. l • 1M�sNo _ CONCRETE ANCHOR WOOD ANCHOR SEE NOTE 1 ? CONCRETE ANCHORS ® SEE NOTE 1 I11 • SEE NOTE 1 IL 'T - : r ,•4 A MIN. 3ksl CONCRETE rL iX WOOD BUCK (SEE NOTE 2) MIN: 3ksl CONCRETE �, 2X WOOD BUCK (SEE NOTE 2) OR MIN. 1.6W CMU OR MIN. 1.9w CMU (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL 1 DETAIL 2 DETAIL 3 TYPICAL JAMB ANCHORAGE NOTES: 1. MIAMI-DADE COUNTY APPROVED ANCHOR TYPES: 1. ELCO iW TAPCON 2. ELCO 1/4' SS4 CRETE-FLEX MASONRY SCREWS 3. /12 SCREW ®FOR CONCRETE APPLICATIONS IN MIAMI•DAOE COUNTY, USE ONLYABOVE APPROVED 1N' TAPCONS OR SS4 CRETE•FLE)L MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1.750'. FOR WOOD APPLICATIONS USE 912 STEEL, G5 SCREWS OR 1/4' ELCO SS4 CRETE-FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS 19 LESS THEW 111T. WOOD BUCKS DEPICTED AS 2X ARE 1 VT 7HICKOR GREATER- INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. , 3. WOOD BUCKS LESS THAN 1 1!2' THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRE'�TLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053-T8 ANO A MINIMUM OF 1/18• THICK. THE ALUMINUM STRUCTURAL MEMBER SHALLBE OF tw iddY—fl o A SGE TO PROVIDE FULLSUPPORTTO THE WINDOW JAMB SIM[LARTO THATSHOWN IN DETAIL 3 ABOVE FOR 2X WOOD BUCKS. THE ANCHOR SHALL BE A912 SHEET METAL SCREW A M11 � WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED. S. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL-4253 AND FTL-4378)." 0. 53118' WIDE x 76' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING: AJAMSS: 9' MAX. FROM CORNERS, B VT BELOW MEETING RAIL AND IT' ABOVE THE LOWER MEEM93 RAIL ANCHOR. 3' MIN. ANCHOR SPACING. 7. FOR INSTALLATION IN MIAMI-DADS COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR OUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS. 8, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). AE WEAV7E$14$REJTOYENOTELREOU7WIMI4M,t yp•, 71 FJL 0912dVe F SPECIFYCg4CRE IYfU EDGEDRSTAN:Bd CJtQ ENBEO, Pl &A.S taro It; ANCHORAGE DETAILS ,e...1er R.,.a.: - i J.J. o"sw E REVERSEANCHORMITS. 6REWSEANCHOPAGENOMS NOKOMIS, FL S<379 r>k ALUM. SINGLE HUNG WINDOW, STD, MTG. RAIL F.K 12JISOO D REORAM. UDA7EONOTES d REMOVED HEAD S SOLL SECTIONS P.G. BOX 1520 lteA . CIa1k, P.E. • �HOHC1Us. FL 3W4 140bl7 Blow '�"w0i1 "" '�"` �"�'"� - ^"' PE Y38712 F.K. 12/15474 J.J. S/1gA76 SH4000 NT$ 6 7 2736 F St..WF81 DESCRIPTION I 1 PGT # VENDOR/MAA 16WG :083 •—� 2.600 7856 .R-01 , sPERCEROR= - f - 2.050 CAi011¢LLOR= - 81082 TEAM LASTICSOR= 2.129 --�1 - - 6799 G OR= (a)#27O_ HEAD O #2704, SILL 1121iE—M CALDWELL o0W GEaRR _.3, 6063-T6 6063-TB M200 Vill 65 98KO—FUDA SCREEN OR = 2719 781P0 SPE CE OR= A. Alm2.100 ' 7� 1253 TEAM PLASTICS O = 627 S 271 82740 40 6o06me3TS 2740 ± 4 7SPRN0 .878 1.023 TAI 2.056 1.Oi0 8 32 #2751 ALT. S)LL - O #2706, MEETING 6063 T6 RAIL, 606346 (ALTERNATE EXTRUSION) 2.100 500 { — 1.139 . .0622 ice- 1.963.--+r-I 3 #2705. JAMB 6063-TB 1.852 --�-{ 978 I ,926 /IrMe am .062 062 1.817 .562 . 1.898 1.187 •e�� E uir1MN . .060 L .926 .0 J4 O#2707, VENT TOP #270A. VENT BOTTOM O #2709, VENT SIDE O #2770, VENT 41 #2740. BOTTOM RAIL, 8063-T6 RAIL, 6063-T6 RAIL, 6063-T6 STOP, 6063-T8 LOCK, 6063-T6 .p9i1pA76 F ADDAIR SPACE pU1701.G. GLA33 RECIPES, ITEMS 29,54,5$d56. � 7 ET(TRlI r , ! - - t070TEGWOLO'S4275 � PARTS LIST AND EXTRUSIONS G rr OSR7SD9 �E F ADO f1OHS 33 d SI (iFMPER LG. GLAw OPTIONS) N01(O4nS, FL311T5 DELETED SSS, A ED ITEM S, DWG. A Or. � ALUM. SINGLE HUNG WINDOW, STD. MTG, RAIL_ 1>tM L. lark, P.E.P K. 1T/1$gq D UPDATED PARTS LAST W/DWONOS,d-VENDORS P.O.90x 1528 ar ms - - - 11-IS, FL]4274 °i1'Y'tli1 °f1L' ahk+ Visibly (Tetley PE 1g97a2 x TaiTsna ✓.r. 526RJ1S _ _ sNwoa Hall 5 - 7 ' 2736 >_ structural QUANTITY OF ANCHORS REQUIRED EACH JAMB TABLE 2. AANCHOR TYPE/SUBSTRATE KEY ANCHORI3UBSTRAT WINDOW HEIGHT 31W =#12 SCREW IN WOOD �" 38 3/8" SO B18" 83" 78" WINDOW GLASS 2IW = v4• sS4 cReTE FLoc INWOOD WIDTH TYPE 31W y�y 1,yC 31W VW 1,21C 31W 2/W 1,2(C &W WIN 1.7JC 3/W 2/W 1,21C i==1/4'TAPCONORI/4.8S4CRETEFLExiNCONCRETE A 4 4 4 4 4 4 4 4 6 4. 4 6 4 4 4 (SEE APPLICATION NOTES AND DETAILS ON SHEET 6) 19 U8" B,E,F 4 4 4 4 4 4 4 4 8 6 8 6 6 6 8 NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL CD,G,HI,Jj 4 4 4 4 4 4 4 4 6 B 6 6 B B 6 GLASS TYPE KEY A 4 4 4 4 4 4 6 4 8 4 4 8 4 . 4 4 A.IVANNEALED B.118' TEMPERED 24" %E,F 4 4 4 4 4 •4 6 4 6 -6 8 8 8 6 e C.3t16'ANNEALED D. 1/4'ANNEALED C,D,G,H,I,J 4 4 4 4 4 4. 8 4 8 6 6 8 6 6 8 E. 311 W TEMPERED F. 1N' TEMPERED A 4 4 4 4 .4 4 6 6 6 6 4 6 4 4 4 6.1f1' I.G. (11V& 114' AIRSPACE,11") H. 112' I.G. (3116'A, 3116' AIRSPACE,116'A) 28112" B,E,F 4' . 4 4 4 4 4 8 8 6 6 6 6 8 8 8 I. tr2• I.G. (1/8'T,1/4' AIR SPACE,1/8T) J.1/2" I.G. (3116T, 3116` AIR SPACE. 1187) C,D,G,H,I,J 4 4 4 4 4 4 8 6 8 6 6 6 6 6 6 A. 4 4 .4 4 4 6 6 t 6. 6 6 8 8 4 4 4 32" B,E,F 4 4 4 4 4 6 8 8 8 8 B. 6 8 6 8 C,D,G,H,I,J 4 4' 4 4. 4 6 8 6 6 8 6 6 6 6 6 A 4 4 4 4 4 4 -6 ! 4 6 6 6 8 4 4 6 3T' B,E,F 4 4 4 6 4 6 6 6 6 6 8 6 8 8 6 C,D,G,H,I,J 4 4 4 8 4 6 8! 6 6 6 6 6 6 6 6 A 4 4 4 4 4 4 6 14 6 8 6 6 4 4 6 B,E,F 4 4 4 8 6 6 8 6 6 8 8 8 6 8 6 C,D,G,H,I,J 4 4 4 8 6 6 6 1 6 6 6 6 6 8 6 6 A 4 4 4 4 4 4 4 4 6 6 6 6 6 4 8 44" B,E,F 4 4 4 8 6 6 6 8 8 6 .6 10 6 6 6 AOfBIIT uftwxp C,D,G,H,I,J ' 4 4 4 6 6 6 6 6 6 8. e 8 6 6 6wrrrunlM A 4 4 4 4 4 4 4 4 6 -6 6 8 6 .6 6�N�r 0 F48- B,E,F _ 4 4 4 6 6 6 6 6 8 6 8 10 6 6 8 1C,D,G,t1j,Jj 4 4 4 e 6 6 6 6 6 8 6 6 6 6 8 �� A 4 4 4 4 4 4 4 4 4 4 4 6 6 6 6 53116" 13AF 4 .4 4 6 6 6 6 6 8 6 6 B 6 6 10. C,D,G,H,I,J 4 4 4 e B e 6 8 6 6 6 6 8 6 8 RF nn6�ox AIRSPAC. O. RECIPE 092t]G6 F REVISE MOLE ANCHORWANIMEPERNEWANcHoRCALM �o1ECNNOLaorNCNORAGESPACING 1/1 WINOQWS 054&tlB E REVISEANDUPDATEANCHORAGEFORMA7 NTECH iB, F131276 >� - i7HSq! D NEW SHEET FOR ANCHORSPADWG. P.Osioxini � ALUM. SINGLE HUNG WINDOW, STD.MTG.RAIL h-1LMA.P.E.o„cKOMIS3r27A Vtr/b/y Betur '`�' ` a'�O'" '" PE P39712 i?/i5RN J.J. Y18RM SHIBW Pr 7 s 7 2736 F Swdurel Florida Building Code Online r, t Page 1 of 1 r BCIS Home Log In User Registration Hot Topic, Submit Surcharge j Slats & Facts Publications FBC Staff BCIS Site Map Unks Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2007 FL# 8892.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Tvoe Manufacturer Validated By Status FL8892- Revision Taylor Building Products FL#: FL8892.1 L.F. Schmidt, P•E• Approved R1 History Model: a. Steel Edge Door - Opaque (813) 926- Description: Outswing or Inswing Insulated "Impact" Opaque Steel 6537 Edge Door - Sin.gle (X) Configuration up to 6'8 in Height Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies DCA Administration • Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Cooyrioht Statement I Accessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us Product Approval Accepts: yori5fga` S�curo4 vranrr Sep DCDC- ®R WE http://www.floridabuilding.org-/pr/pr_app_lst.aspx 2/10/2010 Florida Building Code Online Page 1 of 4 �r� ���m,_- E����x '�* 2 " +� ,,,,. *..�5 - �<.z t< �.F,....<_-.,, *' r�- -` i.-ax• � `''�a':�:'�'"S�`.. .Fa' y BCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications ';FBC Staff BCIS Site Map I Unks 'Search Product Approval USER: Public User r. Product Approval Menu > Product or Application Search > Application Us t > Application Detail FL # FL8892-R1 Application Type Revision s Code Version 2007 RE M` to �. Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Taylor Building Products 631 N. 1st Street West Branch, MI 48661 (800) 248-3600 Ext 241 kbulow@taylordoor.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL8892 R1 COI Certificate of Independence.odf Standard Year Accepted Engineering Practice 2007 ASTM E1300 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUNlug5101d... 2/10/2010 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 04/01/2008 Date Validated 05/20/2008 Date Pending FBC Approval 05/27/2008 Date Approved 06/24/2008 Summary of ProductsA . FL # Model, Number or Name Description 892.1 a. Steel Edge Door -Opaque Outswing or Inswing Insulated "Impact" Opaque Steel • Edge Door -Single (X) Configuration up to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 RI II INST 8892.1.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 •Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.1 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.1.odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 8892.2 b. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelite (XO or OX) Configuration up to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.2.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.2 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.2.odf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 8892.3 c. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" .Opaque Steel Edge Door - Single with Sidelites (OXO) Configuration up ��to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.3.odf Approved for use outside'HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.3 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.3.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. , 8892.4 d. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double (XX) Configuration up to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.4.odf Approved for use outside HVHZ: Yes Verifled By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.4 for Design Pressure Ratings, FL8892 RI AE EVAL 8892.4.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.5 e. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel ��up Edge Door - Double with Sidelltes (OXXO) Configuration to 6'8 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.5.odf Approved for use outside HVHZ: Yes Verifled By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.5 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.5.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.6 f. Steel Edge Door - Opaque 11outswing or Inswing Insulated "Impact" Opaque Steel 11 Edge Door - Single (X) Configuration up to 8'0 in Height http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquLTN l ug5101 d... 2/10/2010 Florida Building Code Online Page 3 of 4 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.6.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.6 for Design Pressure Ratings, FL8892 RI AE EVAL 8892.6.odf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.7 g. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sldelite (XO or OX) Configuration up to 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 RI II INST 8892.7.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ' Other: See INST 8892.7 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.7.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.8 h. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Single with Sidelites (OXO) Configuration up to 8'0 in Height Limits of Use Installation, Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.8:Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.8 for Design Pressure Ratings, FL8892 R1 AE EVAL 8892.8.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.9 1. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double (XX) Configuration up to 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 R1 II INST 8892.9.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact.Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports .Other: See INST 8892.9 for Design Pressure Ratings, FL8892 RI AE EVAL 8892.9.1)df any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 8892.10 j. Steel Edge Door - Opaque Outswing or Inswing Insulated "Impact" Opaque Steel Edge Door - Double with Sidelites (OXXO) Conflguratlon up to 8'0 in Height Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8892 RI II INST 8892.10.Ddf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8892.10 for Design Pressure Ratings, FL8892 RI AE EVAL 8892.10.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. Back Next DCA Administration Department of Community Affairs Florida Building Code Online CodesandStandards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 m 2000-2010 The State of Florida.. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® `.:hEcli M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquUN 1 ug5101 d... 2/10/2010 Florida Building Code Online Page 4 of 4 vortstoRV Soaurai YERrfY http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUNl ug5101 d... 2/10/2010 `i Products, Inc. 631 N. FIRST ST. WEST BRANCH, MI 48661 PH. (800) 734-0919 STEEL EDGE OPAQUE DOOR INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the FBC and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the 'same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non —habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees." TABLE OF CONTENTS SHEET #I DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 DOOR PANEL DETAILS & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 BILL OF MATERIALS & COMPONENTS 37.50" MAX. O.A. FRAME WIDTH -7 M w w _ =9 9 La 0 In �� d,1= d� 00 00 En H O z_ O O 0 O Lq m roLt L_ - i OPAQUE SINGLE DOORSINGLE DOOR SWING MAX. O.A. FRAME DESIGN PRESSURE (PSF) POSITIVE NEGATIVE DIMENSION 37.50" OUTSWING X +80.0 —80.0 80.50" 37.50" INSWING X +80.0 —80.0 82.00" u z Q 4 O j ° z z o° :O6 04 07 z t• ' N.T.S. ° . ar: TL m ar: WWH 3 W N° Na.: FL-8892.1 0 N R:\A - Projects\Project Folders\Pmj1301-1400\PF 1368\D. RWBC Drawings\FL8892.dwg, FL-8892.1-2 � W Z- O• ® ® Y (n O IP 79.25" MAX. PANEL HEIGHT 1.620' 1.218" 0.661 " o 0 0.125" CDcm0.344" c" 0.172" N N 0 O W Oe O cnw W O C1 UI Li ;0 2 O C) m Z N Z O to p m or y m m c� 0 y 0 1n 0.392" ti 1.420 o m o, Z T P-T �o 0 .o _ p A o. 0 0 O t0 N 3.031" o 0 1' 2.469"- r— o � A N m W r0 O O � n 2.750" ?� s 16.500" N -+ m N • .. W H N Z O o m z i y C] :. IO r N O � NO DATE ® aeaw a. w. wu:.aw., Cnuwu�r�ur" w� TAYLOR DOORS STEEL EDGE DOOR iR ASSEMBLY: DOOR PANEL DETAILS & COMPONENTS V V . BUIBox BCONSULTANTS. INC. P.O. Boo .: 8 3*09. F9 33595 YY Phone Na.: 813.858.91 B7 Florida Board of Prafeseional Engineers Certificate O! Authodz on No. 9B13 3. 3/- 0.9 Wendatl eY P.E No. 54158 R:W - Projects\Project Folders\Proj 1301-1400\PF 1368\D. RWBC Drawings\FLB892.dwg, FL-BB92.1-3 rn —I 1" MIN. FROM 1" MIN. FROM m< MASONRY EDGE MASONRY EDGE (TYP) (TYP.) T U m� 1." MIN. FROM 1" MIN. FROM m MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) z PRODUCT: Doeumente Prepared By. a 4O i TAYLOR DOORS STEEL EDGE DOOR BUILDING CONSULTANTS. INC. P.O. Bo: 230 valrico Fl.. 33595 og I O Phone No.: Bla.959.9197 Iw c 0 m? O F O y ,p PART OR ASSEMBLY: Florida Board of ProfawI I Engineory _ certirtc/ i 0f A onzatio OB h + NO DATE HORIZONTAL CROSS SECTIONS _:r-3% liweAnae�9 mow. REVISIONS ey .E Na. sa1s8 ® 21308 R.W. 13UILVING CONSULTANTS INC. ' 1" MIN. FROM 1" MIN. FROM t� MASONRY EDGE MASONRY EDGE -++ (TYP.) (TYP.) Z ^ � � L a L- \m w �5a �v°'iIL En Y Z 13 in N I v INTERIOR EXTERIOR 01 VERTICAL CROSS SECTION 4 INTERIOR EXTERIOR 13 �F 45 \m IW v > P. 2-1/2" MIN. FROM 2-1/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) eVERTICAL CROSS SECTION 2-1/2" MIN. FROM 2-1/2" MIN. FROM M r MASONRY EDGE MASONRY EDGE (TYP J (TYP. )� - z ° 3m • • .'• •I• o N iri � O 0. ov.• K c =$z °� x Z M a �aa`m°o t \m C o j Lu w o y cn 13 zo 0 z 0 G INTERIOR EXTERIOR � 2 VERTICAL CROSS SECTION FI i i-n �I �a U Ix 4 SHOWN WSUB-BUCK SUBSTITUTING EE SCREWS FOR SCREWS PER SECTION 1714.5.4.2 OF THE FLORIDA � o 1r BUILDING CODE. THIS VIEW REPRESENTATIVE a a OF HEAD & JAMBS. 2-1/2" MIN. FROM 1 2-1/2" MIN. FROM f� MASONRY EDGE -� - MASONRY EDGE -►► (TYP.) (TYP.) 4 VERTICAL CROSS SECTION 4 SEE GENERAL NOTE 8, SHEET 1 E. N.T.S. er TL BY. WWH CHO NO.: FL-8892.1 .r 4 of 6 TYP. SEE NOTE 1 2X BUCK 7r ml Q F- tW- � Z w in U MASONRY II -i o OPENING 6' BUCK ANCHORING UJ 25 W/2X BUCK INSTALLATION 2X BUCK W/1X BUCK N INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 < w Z W I� U fO z O MASONRY TYP. INSWING OPENING P THRESHOLD SEE NOTE 2 TYP. OUTSWIN J THRESHOLD SEE NOTE 2 y. FRAME ANCHORING NOTES: 1. 1/4" ELCO TAPCON ANCHORING 2X BUCK REQUIRE A MINIMUM 1" CLEARANCE TO MASONRY EDGES AND A MINIMUM 4" CLEARANCE TO ADJACENT TAPCONS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. TAPCON LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF TAPCON LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL TAPCONS MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED. 2. 1/4" ITW CONCRETE. SCREWS ANCHORING FRAME AND/OR SILL REQUIRE A MINIMUM 2-1/2"" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3" CLEARANCE TO ADJACENT CONCRETE SCREWS. SUBSTITUTION OF EQUAL CONCRETE SCREWS FROM A DIFFERENT SUPPLIER MAY HAVE DIFFERENT EDGE DISTANCE AND CENTER DISTANCE REQUIREMENTS. TAPCON LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS. IF TAPCON LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTAR JOINTS, ADDITIONAL TAPCONS MAY BE REQUIRED TO ENSURE THE MAXIMUM ON CENTER DIMENSION IS NOT EXCEEDED. 3. 3/16" ITW CONCRETE SCREWS REQUIRE A MINIMUM 2-5/8" CLEARANCE TO MASONRY EDGES, A 1-1/4" MINIMUM EMBEDMENT AND A MINIMUM 2-1/4" CLEARANCE TO ADJACENT CONCRETE SCREWS UNLESS OTHERWISE NOTED BY CONCRETE SCREW MANUFACTURER. N N of HINGE LOCATIONS JCK LLATION 2X/BUCK INSTALLATION 1 LATCH & DEADBOLT LOCATIONS 1X/BUCK R INSTALLATION P7 SEE NOTE 3 19 2X/BUCK 26 INSTALLATION STRIKE PATE DETAIL SCALE: N.T.S. DWG. BY. TL CHK. BY. WWh DRAWING NO.: FL-8892.1 SHEET 5 OF 6 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A SCHLAGE GRADE 2 P515=052) KEYED LOCK SET STEEL YALE 100C-PASSAGE KEYED LOCK SET STEEL B SCHLAGE GRADE 2 (P515-089) MAXIMUM SECURITY DEADBOLT STEEL YALE 820.SGL.CYL. DEADBOLT STEEL C 1/4" MAX. SHIM SPACE WOOD H 1 4" X 2-3/4" ELCO TAPCON STEEL J 1/4" X 3-1/4" ITW TAPCON STEEL K MASONRY - 3,192 PSI MIN. CONCRFETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 2X BUCK SG >= 0.55 WOOD M 1X BUCK SG >_• 0.55 WOOD N 1/4" X 3-3/4" ITW TAPCON STEEL P 1/4" X 2-1/4" ITW TAPCON STEEL R 3 16" X 3-1/4" ITW TAPCON STEEL 1 DOOR SKIN 0.022" THK. STEEL, Fy = 35,305 PSI MIN. STEEL 2 FOAM CORE: 2.0 Ibs/FT' DENSITY, Bayer 245 POLYURETHANE 3 HINGE REINFORCEMENT STEEL 4 LOCK BLOCK SPRUCE -PINE -FIR SG >= 0,42 WOOD 11 JAMB FINGER -JOINT -PINE SG >= 0.42 WOOD 13 WEATHERSTRIP FOAM 19 #8 X 2-1 2" PFH WOOD SCREW STEEL 23 10 X 3 4" PFH SCREW STEEL 25 10 X 2-1 2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL DEADBOLT STRIKE PLATE STEEL 4" HINGE STEEL L4527 OUTSWINGTHRESHOLD BY DLP ALUM. WOOD INSWING THRESHOLD BY DLP ALUM. WOODDOOR BOTTOM SWEEP VINYL (D m 2.001 " o 52 DOOR SWEEP L� 4.562" 0 4.563" 0 N L 5 OUTSWING THRESHOLD �� JAMB 4.563"--�{ 0 N N INSWING THRESHOLD 0_ ul Eno cc o 0 oz O 0:2 m J a �U (n m 3S E N.T.S. BY.. 7L m ar: WWH 3 nNo NO.: m FL-8892.1 °o T 6 OF 6 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-8892.1 Rl Date: May 19, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: 6'8" Steel Edge Opaque Door Inswing / Outswing "Impact" Manufacturer: Taylor Building Products 631 N. 1 st Street West Branch, MI 48661 Phone (800)248-3600 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Taylor Building Products based on Rule Chapter No. 9B- 72.070, Method ld of the State of Florida Product Approval, Department of Community. Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-8892.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. 4 Wendell ey, E. FLNo. May 19, 2008 PF1203 Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areasoutside of the "HVHZ" requiring.wind borne debris protection this product complies with Section 1609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-8892.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non -habitable areas or at habitable locations _protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.". 9. See drawing FL-8892.1 for size and design pressure limitations. Wendell VY! P:E. FL No. 158 May 19, 2008_ PF1203 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-8892.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Materials (Bayer 245) testing per UL IOC (1998) as performed by Intertek Testing Services and reported in test report 3124893-001, dated August 17, 2007, signed by Kent Kelsey. 2. Materials (Bayer 245) testing per ASTM D 1929-96(2001) as performed by Intertek Testing Services and reported in test report 3150148SAT-001, dated April 24, 2008, signed by Servando Romo. 3. Testing per TAS 202-94 as performed by National Certified Testing Lab, Inc. and reported in test report NCTL 210-2076-16,17,18, dated November 10, 1999, signed by Barry Portnoy, P.E. 4. Testing per TAS 201-94 & TAS 203-94 as .performed by National Certified Testing Lab, Inc. and reported in test report NCTL 210-2076-16,17,18, dated November 10, 1999, signed by Barry Portnoy, P.E. C Calculations 1. Product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation and Management Association, certifying that Taylor Building Products is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell FL No.,! May 191 PF1203 Sheet 3 of 3 Florida Building Code Online Page 1 of 1 Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search Code Version 2007 FL# 9162.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications FL# Type Manufacturer Validated By Status FL9162- Revision Builders Hardware Inc. FL#:FL9162.4 L.F. Schmidt, P.E. Approved R1 History Model: d. Fiberglass Door (813) 926- Description: Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - 6537 Double Configuration (kX) Inswing / Outswing Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies 11 DCA Administration ` Department of Community Affairs Florida Building Code Online Codes and Standards 25555humard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us ProductApprovalAccepts: EECIf ` Vort8lgR~ Socarad YERrPT � � 6(, DmQs R-, c� i (P,� - 4 - http://www.floridabuilding.org/pr/pr_appjst.aspx, 2/10/2010 Florida Building Code Online Page 1 of 4 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email • Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 jngodwin@bhitampa.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. Validation Checklist - Hardcopy Received FL9162 R1 COI Certificate of Independence.pdf Standard Year Accepted Engineering Practice 2007 ASTM E1886 / E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 2/10/2010 Florida Building Code.. Online Page 2 of 4 S 1� Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/18/2008 03/30/2008 04/03/2008 05/06/2008 Summary of Products FL # 11114odel, Number or Name IlDescription 9162.1 a. Fiberglass Door Up to a 3-0 x 6'8 Glazed "Non -Impact" Fiberglass Door - iL Inswing / Outswing Configurations (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.1.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.1 for any additional use FL9162 R1 AE EVAL 9162.1.pdf limitations, installation Instructions and product Created by Independent Third Party: Yes particulars 9162.2 b. Fiberglass Door to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door F-Plt)hSidelite -Inswing / Outswing Configurations (OX or Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 RI II INST 9162.2.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.2 for any additional use FL9162 RI AE EVAL 9162.2.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.3 c. Fiberglass Door 9162.3 _77F�� Up to a TO x 6'8 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.3.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.3 for any additional use FL9162 R1 AE EVAL 9162.3.pdf limitations, installation Instructions and product Created by Independent Third Party: Yes particulars 9162.4 d. Fiberglass Door Up to a 6T x 6'8 Glazed "Non -Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.4.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.4 for any additional use FL9162 R1 AE EVAL 9162.4.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.5.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.5 for any additional use FL9162 R1 AE EVAL 9162.5.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.E f. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door - Inswing / Outswing Configurations (X) Limits of Use Installation Instructions 11 Approved for use in HVHZ: No FL9162 R1 II INST 9162.6.pdf http://www.floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDgsL%2b2sNOQ... 2/ 10/2010 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 RI AE EVAL 9162.6.1)df level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. See INST 9162.6 for any additional use limitations, installation instructions and product particulars 9162.7 :]F� glass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with Sidelite - Inswing / Outswing Configurations (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.7.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.7.pdf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelite must be protected with an impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.7 for any additional use limitations, installation instructions and product particulars. 9162.8 9162.8 -77��Sidelites h. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.8.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.8.pdf level "D" and Includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelites must be protected with an Impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.8 for any additional use limitations, Installation Instructions and product particulars 9162.9 i. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.9.1)df Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panels meet missile FL9162 R1 AE EVAL 9162.9.pdf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996.See INST 9162.9 for any additional use limitations, Installation instructions and product particulars 9162.10 j. Fiberglass Door �FUp to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.10.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.10.Ddf level "D" and Includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelites must be protected with an Impact resistant covering in compliance with section 1609.1.4 of the FBC.See INST 9162.10 for any additional use limitations, Installation instructions and product particulars Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 2/10/2010 Florida Building Code Online Page 4 of 4 • p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovriaht Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: Vart3lVn sawratl http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 2/10/2010 1. This product has been evaluated and is in compliance with the A2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this 0 product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET If DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS & COMPONENTS 3 HORIZONTAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 ASTRAGAL DETAILS & COMPONENTS 7 BILL OF MATERIALS & GLAZING DETAIL 5k a OVERALL OVERALL GLASS DESIGN PRESSURE SWING FRAME D.L.O. TYPE DIMENSION DIMENSION POSITIVE NEGATIVE 74.00" 20.50" INSWING X X +60.0 —60.0 81.63" 62.75" G1 74.00" 20.50" OUTSWING X X +60.0 —60.0 80.50" 62.75" <ZN a N.T.S. sf: AP BY'. WW1 NO NO.: FL-3550 1 OF R:\A - Projects\Project Folders\Proj 1201-1300\pf 1241\D. RWBC Drawings\NON-IMP BUILDERS HARDWARE NEW.dwg, 2XX 11.50" N -p O.C. rN 4.5" I ' 3w I V —FEi w r c � zE 9311 2 Q 79.25" MAX. PANEL HEIGHT —I O ©5.5001La C. r © =YY N rr 1.584" I� a� c1 �= o io In OD I O r m Vol OI Ci r a� y Z LA '4 v Z y V CA ul p 1 gDATI ' BUILDERS HARDWARE FIBERGLASS DOOR PANEL DETAILS & COMPONENTS I'm ,,,rII/BUILDING CONSULTANT', INC. /I/ P.O. Box 230 Wrieo FL 33595 vY Phona No.: 813.859.9 Fleritla Beall of Profeealo Enginoars Cart9icate Of horizatl No. 9813 Wandall W. H E. No. 54158 R:\A - Projects\Pmject Folders\Proj 1201-1300\pf 1241\D. RWBC Drawings\NON-IMP BUILDERS HARDWARE NEW.dwg, 3XX / X w a � .a W N CCCbbb000 X/ Q W N 00) W W W W 2 = A o zo o E. w w m (J ^' N o= o w Z CnAZ p N ... •. NIn� n Q • �(yjX n W ... Z C O c- tD � Z C);.0 p OfA'O mo z W N m, 2� � ODvmX Z T z N � Z n yn N O r- In a v 2 Q PRODUCT: Document. Prepared By: BUILDERS HARDWARE UILDINC CONSULTANTS, INC. V FIBERGLASS DOOR P.o. B.: 230vcld.o FL. 33ses IW r I twil N y v Phon. No.: 813.859.81 7 Florid. Board of Prote.efon Engineer. Certific.t. Of thorl-tio No. 8813 PART OR ASSEMBLY: O�ATEOa REVISE GENERAL NOTES TO 2007 O I� C HORIZONTAL CROSS SECTIONS N1 G/ 3 iF-[5 REVISIONS W..d.11 W. E. No. 54ts8 0 21307 R.W. BUILDING CONBIILTANT6 INC. RAA - Projects\Project Folders\Proj 1201-1300\pf 1241\D. RWBC Drawings\NON-IMP BUILDERS HARDWARE NEW.dwg, 4XX 1 /4" MAX. N SHIM SPACE x v GZj r °.a' • ' ° O GZj � •. ° C) W.s . N °y y 4. rn c1 r x 4+ w 1 /4" MAX. SHIM SPACE--{ �oz m (TYP.) 1 A Z� A I . r Nmt�1 n - .o •. v.'. Oy0 ��z '� y y I n a rr m In ry X o• O;lo _ o v In ;,.CnC Z ' A A CC .vv 0 x � � W Of0(mit ° c� '' mom 0 O .: o V) In �. :. �•. O WW x 1n e 2 s x $ g R i PRODUCT: Doe —ta Prepared By: ? BUILDERS HARDWARE BUI DING CONSULTANTS, INC. P.o. Box 230 V°INaa FL. 33593 IA 1�1 I z •. FIBERGLASS DOOR Phana No.: B73.659.9197 PART VERTICAL OR ASSEMBLY: CROSS SECTIONS Iv to O 3+ = to o n.rlda Board of P.0—ion El-- n 9 Cart111-t. Df orBa6o No. 9813 / C� 1 03 18 08 REWSE GENERAL NOTES TO 2007 ROF NO DATE BY v REVISIONS Wandall W. H E. No. 54158 0 2007 R.W. BUILDING CONSULTANTS INC. r 95 2X BUC MASONRY OPENING --y �— 4" =d' N M T lu') W/ 1 X BUCK INSTALLATION SEE NOTE #3 W/ 2X BUCK INSTALLATION 4" 25 W/2X BUCK INSTALLATION N W/1X BUCK 2X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 HINGE LOCATIONS LATCH & DEADBOLT LOCATIONS — ASTRAGAL MASONRY OPENING NOTES ; BUCK ANCHORING 1. 1/4" Elco Topcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. if Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. T Tapcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as " MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. HOLE 3. 3/16" ITW concrete screws anchoring frame and/or sill require a minimum 2-5/8" T 3/8" DIA.THRESHOLD DETAIL clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" DOUBLE DOOR clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. TYP. INSWING nT THRESHOLD SEE NOTE 02 TYP. OUTSWING J THRESHOLD SEE NOTE 2 ''u. MI Lei.Lei :2R HINGE DETAIL HEAD DETAIL DOUBLE DOOR 22 U 27 22 22 DAre:07 17 C 26 scqz N.T.S. DWG. eY: AP 22 anc, eY. WWI DRAWMD NO.: FL-3550 STRIKE PLATE DETAIL SHEEP 5 or 2X BUC MASONRY OPENING 4" z�z W to U `n z °� o N M T O Lq ui W/ 1 X BUCK INSTALLATION 39 SEE NOTE #3 W/ 2X BUCK INSTALLATION 24 25 4 7 "" 1. q 7" f 25 W/2X BUCK INSTALLATION N W/1X BUCK 2X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 2 HINGE LOCATIONS LATCH & D ADBO T LOCATIONS — ASTRAGAL MASONRY BUCK ANCHORING OPENING NOTES: 1. 1/4" Elco Tapcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearanceto adjacent topcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. T Tapcon locations at the corners and astragal centerline locations may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as MAX. ON CENTER"" must be adjusted to maintain the minimum edge distance to mortar joints, additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. HOLE T 3. 3/16" 17W concrete screws anchoring frame and/or sill require a minimum 2-5/8" 3/8" DIA.THRESHOLD DETAI clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 2-1/4" DOUBLE DOOR clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. TYP. INSWING T THRESHOLD SEE NOTE #2 TYP. OUTSWING THRESHOLD SEE NOTE 2 S _ _► Mr, W/1X BUCK INSTALLATION SEE NOTE #2 HEAD DETAIL DOUBLE DOOR P22 27 22 22 26 22 STRIKE PLATE DETAIL N.T.S. BY: AP er: WWf NO NO.: FL-3550 5 OF ; R:\A - Projeds\Projed Folders\Prof 1201-1300\pf 1241\D. RWBC Drawings\NON-IMP BUILDERS HARDWARE NEW.dwg, 67(X 0.5"- N p�n� �-II m Ac�inkb ~ C=rm O O ijo o m � I $ 81 �a �. O 11.25" 19.75" 32.25" 35.75" 37.75" 0.5" 2" 3.5" 1 1.25" 19" 31.5" 35.25" o � 2.880" ti a - r r 1.750" � �-�-----f-1.250" O y A 00 2 W �1 1 m N O 0.750" �00.314" V Obi o f o m w o � � Tt N -�-I 1.298" �I 1.250" BUILDERS HARDWARE BUILDING CDNSUL'rANrS. INC. FIBERGLASS DOOR P.D. B" 230 volrioo PL 33595 Phone No.: 813.659.919 Florida Beard of P-1-1 , 1 gin )R ASSEMBLY: Certincot. Of rizaUon o. 9813 ASTRAGAL_ DETAILS 3 -/F oe k COMPONENTS .,dell W. Ha No. 54168 BILL OF MATERIALS BILL OF MATERIALS m o U ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL ? a W a YALE CIRRUS 100C PASSAGE LOCK STEEL 45 OUTSWING THRESHOLD BY DLP ALUM./WOOD �� w 0 A YALE CIRRUS 10CB PASSAGE LOCK STEEL 46 INSWING THRESHOLD BY DLP ALUMINUM z° F KWIKSET TITAN PASSAGE LOCK STEEL 47 INSWING THRESHOLD SIDELFTE BY DLP ALUMINUM 0 > m'o BHI 902 PASSAGE LOCK STEEL 48 SIDELITE SPACER POLY.TPE 0 n LL YALE 820 DEADBOLT STEEL 49 3 8-16NC X 3/4" PFH SCREW STEEL m U N •; r B YALE 83 DEADBOLT STEEL 50 DOOR SWEEP KWIKSET TITAN DEADBOLT STEEL in rn o 2-22� DOOR SWEEP 50 31 1/2" GLASS BITE 35 36 1/2" O/A GLASS THK. 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS 36 35 34 GLAZING DETAIL 1/2" THK. GLASS m s R a 0 c u�3 BHI 200 DEADBOLT STEEL C 1 4" MAX. SHIM SPACE - J 1 4" X 3-1/4" ITW TAPCON STEEL K MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 MASONRY ado oo v w 9� m o a J ¢Q V� J �� m u 0 cm mqy o 152 a L 2X BUCK SG>.55 WOOD M 1X BUCK WOOD N 1/4" X 3-3/4" ITW TAPCON STEEL H 1 4" X 2-3 4" ELCO TAPCON STEEL T 1 4" X 2-1/4" ITW TAPCON STEEL 1 HINGE & LATCH STILE EDGE COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN (0.069" THK.) PLAIT PRO/NANYA F = 11,063 PSI FIBERGLASS 7 FOAM CORE POLYURETHANEo n o w z w i5 N o 0 ^ m N z N � x w 0 o Z 11 POLYFIBER COMPOSITE JAMB POLYFIBER 11A JAMB FINGER -JOINT -PINE WOOD 13 WEATHERSTRIP FOAM 20 SEALANT SILICONE 22 #8 X 3" PFH WOOD SCREW STEEL 23 10 X 3/4" PFH SCREW STEEL 24 10 X 2-1/2" PFH SCREW STEEL 25 10 X 2-1/2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 TRADITIONAL DOOR GLASS FRAME - HP POLYPROPYLENE ODL POLYMER 34 #8 X 1-1 2" PPH SCREW STEEL 35 PF-1200 P MERIC FOAM 36 GLAZING COMPOUND - FOR ODL BY ADCO BUTYL 37 SCREW PLUG POLYMER 39 3 16" X 3-1/4- ITW TAPCON STEEL Dn1e 07 17/07 40 ASTRAGAL 6063-T5 ALUMINUM BY DLP ALUMINUM SCALE: N.T.S. 41 CONCEALED STIFFENER 6063-T6 ALUMINUM BY BUILDERS HARDWARE ALUMINUM DwG. BY.. AP 42 SLIDE BOLT ROD STEEL cm Br. WWH 43 #8 X 2" PPH SCREW STEEL Dw,WNG NO.: FL-3550 44 ASTRAGAL STRIKE PLATE O HEAD STEEL SMEEf 7 OF 7 ri R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659,9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: Date: Product Category: Product sub -category: Product Name: Product Evaluation Report FL-9162.4 R1 March 18, 2008 Exterior Doors Swinging Exterior Door Assemblies Glazed Fiberglass Double Door 6'8" Inswing / Outswing "Non -Impact" Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966,7753 Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 913- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. r PF1241 RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-3550 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell W y, P.E. FL No. 15 March 18, 2008 Sheet I of 3 Y Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-3550 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3550 for size and design pressure limitations. Wende*.,P.E. FLNo. March 18, 2008 r PF1241 r� Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3550 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report 07-0223-2, dated March 19, 2007, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report 07-0223-2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for Ioading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Builder's Hardware, Inc. is manufacturing products within a quality assurance program that complies with ISOJEC 17020 and Guide 53. lire-�! Wendell Wy e , P.E. 1 No. 5�1 8 March 18, 206f8 PF ] 24l Sheet 3 of 3 4 �