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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AIIJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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. DESCRIPTION:Series"SH-5400"PVC Single Hung Window APPROVAL DOCUMENT:Drawing No.AM-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising Iiterature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.06 M[AMI-DADE COUNTY Expiration Date: July 30,2020 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.MID-SH5400-01 titled"Single Hung Window Installation-NP', sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window, and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasee spacer system, Super Spacer NXTT�spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 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,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964,dated 11115/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h Edition (2014),dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere Product Control E min NOA No.17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED E. MATERIAL CERTIFICATIONS(CONUNUM) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc.for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 6th Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04,issued to PGT Industries,Inc.for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. Manuel i-21M .E. Product Contro ' er NOA No. 0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.118'MAX.O.C. 21-5/8"62-1/8FORARCH•TOP'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT NOT RATED FOR RADIUS-TOP 12°MAX.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6.7 IMPACT RESISTANCE HEADER(SIM 30" 12"MAX. / WINDOW TYPES) FOR ALL _ FRAME SEAM WINDOW TYPES) SHEET3B,SEE D.C. / / 52-1/8'MAX.BUCK WIDTH 10°MAX.FROM SEE SHEETS 1 1 1-1/4' �I A,SEE – "� 12'MAX, / FRAME SEAM D,SEE __ 8&9 I 1j B.SEE �-30'MAX.O.C. 12"MAX. SHEET3 FIXED VISIBLE T SHEET 4 SHEET3 I LIGHTWIDTH } B,SEE�,_,_ 30'MAX O.C. +_12'MAX. C,SEE A.SEE�– 12•MAX- SHEET3 SHEET 3t FIXED SHEET 4 / + SPACED / LIGHT - 17-7/8"MAX.O.C. S EET9UALLY – VISIBLE A,SEEi / 12 I / EQUALLY I 17-7/8'MAX.O.C. ANCHORS PER HEIGHT 11 / SPACED I / TABLES 6 8 7 J_ EQUALLY / 17.718"MAX.O.C. I / ANCHORS PER 91.78" SPACED MAX ANCHORS PER O I TABLES 8 8 7 I / O BUCK 0 � 84' � BUCK TABLES 6 d 7 I � 62' _ �– HEIGHT MAX –� HEIGHT BUC AS SHOWN BUCK 10'MAX.IO.C. X 10'MAX.O.C. L� 10"MAX.O.C. x L� y HEIGHT x 4 (S HEIGHT X MAX.)_ IJ – LJ .J—L �` _ / 13-3/4'MAX.O.C. --'--'/ SPACED -- –.–_– 1�MAX O.C. EQUALLY SASH 1�MAX.O.C. EQUALLY L!__ __u_ I EQUALLY VISIBLE LIGHT —y SPACED j1 SPACED SEE ANCHORS PER ANCHORS PER I / HEIGHT �TABLLES 6 87 CHORSPER SH BEg 8 i / C TABLES887 i / A TABLES887 I A ( f 1 6- °MAX. 16.11/I'MAX I 6.•1112°MAX. _–"No AT SILL NO ANCHORS ATSILL _ NO ANCHORS AT SILL B J Bf– SEE SILL WEEP- B D-+–•-- 1-114' NSEE OTCH WEEP- SEE 81LL WEEP- SASH VISIBLE NOTCH WEEP• 52-1/8°MAX.BUCK WIDTH ti NOTCH DETAILS, NOTCH DETAILS, 52.118°MAX.BUCK WIDTH\ �- NOTCH DETAILS, NOTCH DETAB.S, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS.BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES............... 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS..............................:..........................1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE L EQUAL CHIANNELLEGIBOX...3 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL Fl..8 J�HANNE.....4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILSES...........................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES. 8.7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-9 6)114'MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................10 ASSEMBLY&PARTS LIST...................................11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS -ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSUAF&PA NDS-2016 FOR WOOD CONSTRUCTION EVISED WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT .1th 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as idias o wl9�ehoF�a 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NON ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER -AISI 3 0-10 Baildila Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSYAF&PA NDS&ALUMINU BSMN •AISC 360.10 Acaptonco No/ D.D(ohD E imtio Dale 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. � ` Nu ENSF /�i ReNslan. Miami adeP I' / USER INSTRUCTIONS: UPDATED TO FBC 2017.-JR- °y 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ND.5870$ 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN – Descrtpticn: Drown 8y: PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW p 6�Z 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1, I '•( 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS ��� TE 0 (` N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 'moi s1°''a�...... .•'G���� (941}480.1800 Atle: 05 5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. //�s/�•°°° •�N`� �PYq�oHr07 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 POTItm710mffs,INC. SeNes/Modml. Seale: Sheet: Draw/ng No. Ror. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN MILLER.P.E. IJLNGHraRFSM W SH-5400 NTS Il"' 12 MD-SH5400-01 B INTEGRAL FIN OR EQUALLEGIBOX). P.E.M58705 CERT.OF AUTH.029290 TABLE 1:ALLOWABLE GLASS TYPES GlaceDescription(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table#I Sheet# Types Options Contig& Shapes Installation Options that may be used 1 3/4"I.G.:1/8'A Exterior Cap+112"Air Space+118"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 3/4"I.G.:118'T Exterior Cap+112°Air Space+1/8'T Exterior Cap 4,5 6,7 Equal-Lite, SquarelRect., Into Co Wood CMU-Frannesheet -sheet 3,option 1 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 3 314°I.G.:3/16'A Exterior Cap+318"Air Space+3/16"A Exterior Cap 4,5 6,7 1-4 Odel/Prodew Arch Top 8 of the window ( ) &College Radius-Top •--•th�rgh 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 4 314"I.G.:3116°T Exterior Cap+318"Air Space+3/16"T Exterior Cap 4,5 6,7 ....into Metal-sheet 3,option 4 °A•=ANNEALED;'i'-TEMPERED ....Into 2XWood Fremefeuckstrip-sheet 3,option 1 Box/ Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU -sheet 3,option 2 Equal-leg 1-4 OdeCottage Arch-Top 8 of the window...... ....through 1XBuckstdp Into Concrete/CMU-sheet 3,option 3 BL L LE ANCHORS UGH RA (#4) 8 College Radius Top Min.Edge lVtin. Material Min F Min.F. ...Into Metal-sheet 3,option 4 Group Anchor Substrate Through the ....Into 2XWoa1 Freme/Buekstdp-sheet 4,option 5 Distance EmbedmenC Steel Screw 92 ksi 120 ksi E uaH.ite, Square/Rect., 1S-8 Screw 60 ksi 95 ksi _ .1-Channel q Through 4n...... .•„into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) --7/T67— 8' 1-4 OdeyProytew, Arch- 8 #10 SMS Steel,A36• 318” 0.050° 410 Screw 90 ksl 110 kel (#1) 8 Cottage Radius Top Through the frame....Into 2X Wood Frame/BucksMp-sheet 4,option 6 (steel,16-8 S.S. Elco Aggre-Gator® 57 ksi 96 ksi of the window...... •,..Into Metal-sheet 4,option 8 Steel Stud,A653 Gr.33' 318° 0.0451'(18 Ga.) or 810 S.S.) Elco UltreCorl® 155 kel 177 ksi Through the ....Into 2X Wood FremelBuckstrlp-sheet 4,option 5 A Aluminum,6063-T61 318° 0.050' 410 SS Elco CreteFlex® 127.4 ksl 189.7 ksi Fin Equal-Lite, SquarefRect.,integral tin...... ....Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/18• 1-3/8' 6083-T6 Aluminum 16_ksl 22_ksl Integral 1-4 Odd/ProvIew Arch•7op 6 31181 steel Ultracon Concrete(min.2.85 ksl) 1' 1318" A36 Steel 36 ksi 58 ksl (0) 8 Cottage Radius-Top Through the frame••••into 2X Wood Frame/Buckstrip-sheet 4,option 6 Ungrouted CMU,(ASTM G90) 2-1/2° 1-114" Gr.33 Steel Stud 33 ksl 45 ksi of the window...... ,...Into Metal-sheet 4,option 8 #12 SMS P.T.Southam Pine(SG=0.b5) 9/18° 13/8' Steel,A38• 316 0.050' FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18.8 S.S. Steel Stud,A653 Gr.33• 318' 0.0451'(18 Ga.) B or 410 S.S.) Aluminum,8083-T5• 318° 0.0631 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 1318" %' 2 0 4 U 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1318' / 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1318" /j BOX OR Concrete(min.2.85 ksl) 1° 13/4' j /f/ FLANGE EOUAL- 1/4°steel Ultracon i LEG C Ungrouted CMU,(ASTM G90) 2-1/2' 1-1/4' 1/41 steel Creteilex Concrete(min.3.35 ksl) 1' 13/4• EQUAL-LITE ORIEL COTTAGE 0 114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2° 1.3/4' FIGURE C:FRAME SHAPES Concrete(min.3.35 ksl) 2.1/2" 13/4" BUCK WIDTH i �{BUCK WIDTH——�{BUCK WIDTH i+ 114°steel Creteflex D Ungrouted CMU,(ASTM G90) 2-1/2' 1-114° --; Concrete min.3.275 ksi 1-1/2° 1318 1141 steel Aggre-Gator Grouted CMU,(ASTM G90) 2' 2' T 1 Q 3 fl Fr _ •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w w w 7 J-CHANNEL INTEGRAL 'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Lu x x x 1- FIN I y TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP 1 ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance FmbedmenC BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING es complying wi91 thoRari la DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Btildiag Codi E 2-1/2°x.131'Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/16° THE TABLES ON SHEETS 6-9, i 11 fill,. wccav on, at! D Qf�20 2.112"Ring-shank Rootrg Nail P.T.Southern Pine(sG=.55) 318" 2-7/10• \�` m �Q ,���O�Y LYNiyM�%� a ANCHORS RE-GROUPED. / P.T.Southern Pine(SG=.55) 117 1.318' `� uCENSF'•.,�/- #10 Trusshead SMS Aluminum,6063-T5' 318° 0.0501 ' (steel,183 S.S. ,Gr.33' -JR-06/06/17 Steel Stud318" 0.0451"(18 Ga.) *: No.58 705 or 410 S.S.) _ *_ F Steel,A36• 318" 0.050' - _ warm Br DescrrPNen: #12 SMS P•T•SouthemPine(SG=.55) 8118• 1.3!81 I fY; 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063-TS' 3/8" 0.083" l�'•., pF `� N.VENICE,FL34276 : (steel,18-8 S.S. '.�E`''•2oR!op ' ���� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel Stud,Gr.33• 318° 0,050' (941}480.1600 0410 S.S.) Steel,A36• 3/8' 0.050° '"74 70NAL " carrrportosst7 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. !111111 11111` W0111snF.setl S&W/Modah Sccb: Sheet: Drmfng No. Rev: A.LYNN M�LLER,P.E. SH-5400 NTS 2 OF 12 MD-SH5400-01 I B P.E.058705 CERT,OF AU TH.#29296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EMBEDMENT {+— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT -+• NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O 114•MAX SHIM 1/4"MAX SHIM BUCK.STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 SHEET. TYP.ANCHOR TYPE. SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE (rte— 18 LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN D 1 SEE TABLE 2,SHEET 2. •-•- -•• (SCREW SHOWN) 44A VAR ES _ _ �� EMBEDMENT �-- 0 114'MAX SHIM EDGE 42 WITH SASH DI TYP.ANCHOR TYPE, R 54 30 EMBEDMENT AND EDGE STANCE 1 I� 31 DISTANCE PER SUBSTRATE, L LJI nan a p SEE TABLE 3,SHEET 2. EXTERIOR ID 3 EMBTYP.ANCHORTYPE, 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE O —I FIXED VISIBLE IN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP I LIGHT WIDTH FRAME SEE TABLE N SHEET 2. VISIBLE LIFT RAIL J-CHANNEL SHOWN (NAIL SHOWN) FRAME HEIGHT FOR ALL WINDOWS:LIGHT NOTES: SHOWN BUCK WIDTH 1 ANCHOR @ 3.55' 49 48 21 FROM END AND AT ))USE ONLY HORIZONTAL SECTION C-C ER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114,MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 73 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES.TABLES 2&3 SHEET 2. SCREWS @INSTATION OPTION SHOWN 14 45 46 47 35 FROM END.)6318' BE USSED ON ANY SIDE OF THE Y FOR WINDOWS WITH WINDOW. BUCK 0 BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX. 16 2 HEIGHT 50 a O ADD ADDITIONAL )MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8.3/8• USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30 T-- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, DLA THAN 1-1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS y LATCH(SHOWN) OPT. 16 DEPICTED AS 2X ARE 1-112'THICK B6 1— LOCK(SHEET 3). OR GREATER.IX AND 2X BUCKS LOBOTTOM �Q ❑Q 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FIN ANDIOR (2)1' 81 30 63 LOCATION:6518° TO PROPERLY TRANSFER LOADS FLANGE REMOVED a INTERIOR 31 TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN (� EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION PRODUCTREVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO C°aIFIy with d>,.Flow INTEGRAL FIN r1/4"MAX BEADING TO BEADING. ANCHORED THROUGH Buildvig Cade FRAME SHOWN �� SHIM I I 1 I I I INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) Aa-gtl�ce Ne) o Explrnnon DMe X1.25'WEEPHOLE ``�\�ONy LYN/y�/.,��� R°w�wn. BY WIC 2,87" �.•'�teENSF•.! NO CHANGES THIS SHEET. Mlami Produetco#aot 38 FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHORTYPE, *: No.58705 EDGE DISTANCE — 7R' adt EMBEDMENT AND EDGE WIDTH - :/1 Dro"BT. DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6.1/2' •fl-6v /' �P}10p0 SEE TABLE 3,SHEET 2. —�EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-31W �� : I ��..g. 1070TECKNOLDGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI �'., ATE O (V N.VENICE,FL 34276 Rhe: (SCREW SHOWN) Dole: HEIGHT UCKHEEQUAL-LITE) �,F '•.!..... P••'��� (941}480.1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHTn-3.15/16' i,Ss,�O••••• �J� cMo�7 I NAL \\\ ` Por pmusiNffB,INC. SWlUodel: Soak: Sheel• Dmwing No. Rw.. ANCHORED THROUGH INTEGRAL FIN ///111111111 Au wDlrteae0.2%.. INTO 2X WOOD FRAME OR SUCK- A.LYNNMILLEIi,P.E. SH-5400 NTS 4 OF 12 MD-SH5400-01 B STRIP.SEE NOTE 2,THIS SHEET. P.E.#58705 CERT.OF RUTH.#29288 314'NOM. 314'NOM. 314'NOM. 314'NOM. 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS I I 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3116'T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (9—,M (E3- 78.79 Fm E3__I—m I GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 12'NOM.GLASS 76-79 SITE TYP. 73 74 31 EXTERIOR 75 PRODUCT REVISED 38 30 asc plylnswildthe F1w&a Irl/, Til"Iding Coda El ```�11 u 1 u 1 r Ac�moa nD •D(v3D,p Filtimc RaNslon. Ti ,�l NO CHANGES THIS SHEET. y '.f.0 Miomi sda Pfoduct o TYP.GLAZING DETAIL * No.58705 *' De3cp8on: aro n e, %�O'•. A :'t(,4iZ 1070TECNNOLOGYDRIVE GLAZING DETAILS J ROSOWSKI GLAZING NOTES: �'csS'ONAI-`GNG�?`� �N.�E1�NICE,FL 3az76 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALED 1111111111\\ WP HToZel7 'P'=TEMPERED AMM�My Series/Alodel. Soofe.. It. Drmrinp No. Rsv: A.LYNN MILLER P.E. 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' ��; (e41}4ea'e� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ONA''fLIEN,0 =2=01%.�RESERVED sene9/uodec scare: r Drowfnp No. Rer. A.LYNN�ILLER RE SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.E.058705 CERT.OF At W29M TABLES: TABLE 8,CONT.: SILICONE HOT-MELT BUM BIII of Material 8111 of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3116'NOM. P P POLYISOBUTY NE 1/4'NOM. FOAM 1 620101 Single Hung rams Head&Jam -J-Channe P C 46 720 9 Auto Lock Mechanism C Ste WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cost Zinc WITH DESICCANT DESICCANT 3 820103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cmw Assembly Cost 3nc EXT.GLASS EXT,GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180P7X#8 x 1-118"Ph.FH SDS(Auto and Sweep Look Screw) SS 5 620105 SWDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast ane 6 620106 SH/DH Frame Sill-Flange PVC 60 76Xd4PPA #6 x 314"PH.PH SDS(Keeper Screw SS 7 620107 SH/DH Frame Sill-Fin PVC 61 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 1SWDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Reil TIB Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 7e 77 ® TM 17 620134 Balance Cover PVC 56 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Scraw Cover PVC 66 7202117 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 At 67 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Reil Interlock Cover PVC 581 720192 iMetal Tilt Latch Finger Pull Cast ZineREINFORCEMENT pOLYISO• DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 75 At 69 420180 Piot Bar Comer Key PVC BUTYLENE 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 80 720208 Piot Bar SS S if NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cost Zinc BUTYL& SILICONE SEAL 9 DESICCANT ROLL-FORMED 26 620153 Standard Meeting Reil Reinforcement 6005 T5 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 85 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT GLASS 30 61644 Weatherstrip,.187"x.270'Fin Pile 66 420186 Bottom Latch Strike Plate Cast Zinc EXT,GLASS 31 6Q300 Weatherstrip,.190'x.300"Foam Bulb Flex PVC 67 78588 #8 x 618"Ph.FH SMS Strike Plate Screw SS 32 61719 Weatherstrip,.187'x.220"PolyPlle 73 720136 I.G.Bend PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backboddina GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 35 1 78XIMTFT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 76 71646N Setting Block(718"x 1"x 1/8"),85+1-6 dura. EPDM 361 78X3THPX #8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 80 81012 Extruded Screen Frame Alum DURASEAL® XL EDGE TM 371 71669SP Meeting Rail Screw Support Plate 6063 T6 At 1 61 61011 Rd[-Formed Screen Frame Alum 7e Ts 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Caner Key for Extruded Frame PVC SPACER SPACER 40 720)0000( Constant Force Balance 83 47042 Screen Cane Key with Pull Ring PVC 41 #8 x 314'Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Caner Key without Pull Ring PVC 42Spiral Balance ' 85 7CASPM Tension Spring SS 43 72D205 ISpiral Balance Shoe Nylon 88 61B16C48 Screen Cloth Fiberglass 44 78X714FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61635!61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material pRODUCT REVISED as eomplylngwith the Plorw 76 Kommerling 4SG TPS Spacer System30.0 RMdac See this v n l r r r v"C'm°`°rlo D& 77 Quanex Super Spacer nXr with Hot Melt Butyl , Sheet for �.��ONY LYNNM/.,� > FotbnDate 78 Quanex Duraseal Spacer �� " ' By Materials �,•''ttCEN�gF'•. NO CHANGES THIS SHEET. Blremr I wee 79 Cardinal)L Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 No.58705 -'Q Weatption: �'^eY 1070 TECHNOLOGYDRNE BILL OF MATERIAL(BOM) J ROSOWSKI �0,�••, iE O (V N.VENICE,FL 34276 Title: aeee F '•��ORIDP (94t}4ealeoo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Notes: /''!sS��NALI�NG•`` t+oT�" so�I,r'ro. sona/Moaa N MILLERP.E. : seoro: s#..e: oto.rnp no. Ren: 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. '1 SH-5400 NTS 11 OF 12 MD-SH5400-01 B 2)ITEMS#9-13,15,24.26,28,29,34.39,61,62,&6&72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYN , P.E.#5870.5 CERT.OF AUTH.129298 ' f OPT.SWEEP LOCK O 48 _-@ OPT.AUTO LOCK 18 20 47 I 57 OR 58 i l 85 Oo 51 OR 52 I 45 55 1 55 O � OPT.PULL RAIL �• I I 82 ORO 84 18 INTERLOCK& I COVER 56 O 87 o Q 86 � •�� i � 35 i OPT. BEVELED 1 MITERED FRAME WITH 21 INTERLOCH INTERIOR AND EXTERIOR16 FRAME WELDS •0 8 COVER 54 73 X4 \• 73 X4 16 53 d�50 l\ 80 OR 81 44 i `�'• 14 � •'•, I S�OBpcE /� �` SCREEN pRpCHE. 49 �• I BD OPT.PULL HANDLE ASSEMBLY Q •• sa WITH LATCH DETAILS ° \ y CONSTANT FORCE •`�� /Z J 16 OOR 83 41 �. BALANCE \�. ✓'rr ___-• OR OPT.PULL '-@.R@ 42 43 SPIRAL BALANCE HANDLE 63 67 1 16 MITERED FRAME WITH p SASH INTERIOR AND EXTERIOR FRAME WELDS ASSEMBLY DET 66 4-z" /I — 3s AILS j l• _ 71•` EXTERIOR \• 53 \� - — --• -- ^— _A�7ACFfEs TOB 53 \�! s complying R v �VIS5lh Ptniiia _ „•A�_ NCEBuiiding Code FRAME �' U.PimnonDate —�— � Rerlelon: ASSEMBLY ®` `� \��.��'pNY�YNIy� ,� NO CHANGES THIS SHEET. By ` ` 'C�.''UCEN,pF'•�C� �� MiemtOCdnY66 DETAILS No.58705 ``•�• _ *• *_ ® Deacrlp0on: Orulm By: Q; 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR` ` 'A I�'•�� N.VENICE,FL 34276 NOTES: [� •�'�(O'•• F<ORIDP.••' �: (641)A641600 AUe: DaH: 1)SOME PARTS/OPTIONS NOT SHOWN ONDRAWING FOR CLARITY. �i�SS ••••••• �G�`\` tozo17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)J•CHANNEL FRAME SHOWN,PARTS f!1&5.OTHER FRAME TYPES APPLY. �i� OIIYAL �� POT INOUSTRE9,INC. Sertee/lwal: Seafe: SMet Orating No. Rer. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. A.LYNN�u�lt ER,P.E, uLw`aMe is o SH-5400 NTS 12 OF 12 MD-SH5400-01 B 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P24 6B705 CERT.OF Aunt itme ni THERMAITRU® R-0�� In DOORS Fiber-Classic. & Smooth-Stara / U C,1 Z =man COMPOSITE EDGE v ^ g�~ 9 W 37.75"MAX O.A. °' �"� m F FRAME WIDiH OPAQUE FIBERGLASS SINGLE DOOR oZ R d INSWING/OUTSWING a "IMPACT' F GENERAL NOTES �o c z 1. This product has been evaluated and is in compliance with the 6th Edition > ¢ED (2017)Florida Building Code(FBC)structural requirements excluding the'High o � M Velocity Hurricane Zone"(HVHZ). O= O s �E g jA m m 2. Product anchors sha0 be as listed and spaced as shown on details.Anchor m O p ¢ y embedment to base material shall be beyond wall dressing or stucco. m w = X & 3. When used In areas requiring wind borne debris protection this product a a complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an m Impact resistant covering.This product meets missile level'D"and Includes Wind ti Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.22&R301.2.1.2.1. U 12 4. For 2x stud framing constructlon,anchoring of these units shall be the same as o that shown for 2x buck masonry construction. k 5. Site conditions that deviate from the details of this drawing require further Z S o engineering analysis by a licensed engineer or registered architect. d$ rn 6. Fiber-Classic&Smooth-Star Door panels require the use of"f'part numbers and 8 0 must be stained or painted within six months of installation. a TABLE OF CONTENTS _ SHEEff DESCRIPTION N 1 cal Eleva ons,Des gn Pressures&General Notes 2 Door Panel Details3 Elevations DESIGN PRESSURE(PSN DESIGN PRESSURE(PSN4 Horizon a&VerBcal Cross Se ons 2X Buck LOCK INSWING OUTSWING ° 5 Horizontal&vertical Cross Sections 1X Buck CONFIGURAiION HARDWARE9 6 Horizontal&Vertical Cross Sections D ct to Maso POSITIVE NEGATIVE POSITIVE NEGATIVE are 08102116 6 7 Verfica Cross Sectlons sho wALL N.T.S. m' B Buck&Frame Ancho ng X Latch&Deadbolt +67.0 -67.0 +67.0 -67.0 owe er JK 9 Hardware Details CHK BY' IFS 10 Components X Multipolnt +50.0 -50.0 +50.0 -50.0 MWING Ho, ; 11 Big of Materials FL-20468.1 E See Sheet 3 for Hardware Specifications N $ SHELT�OFT a I' EXTERIOR EXTERIOR ``Q�"• ���'�� 1.198" 0.406" 1.198" OS' .�•' r m �f ie m (�—0.5' 1.875' OA06" =T. 1.199, 1.875' I I 1.198' I * M o �. {r COMPOSITE s j CAP COMPOSITE ��i� •���� o m CAP INTERIOR LOCK BLOCK STILE LOCK BLOCK STILE `� o ° COMPOSITE HINGE STILE ENGINEERED WOOD COMPOSITE HINGE STILE INTERIOR ^ � Em � 'Z0 ' CAP (ENGINEERED WOOD) (12.5"LONG LVL) ( J CAp (ENGINEERED WOOD) (12.5"LONG WOODJ (ENGINEERED WOOD) $ g 9 m c w a ¢ 4 maag! " 0 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a z �d a � tx a TOP RAIL c o (COMPOSITE/ENGINEERED I $ WOOD) � m 36.(Y'MAX. 35.813"MAX. 35.813"MAX. o Y'; 1. Y.I DOOR DOOR DOOR ki4:' "i'"``''`yI �m a a PANEL WIDTH PANEL WIDTH PANEL WIDTH CD o E ...i:•r:' :i:•r ' YY i8 '•�'•'�{��):� FOAM CORE (POLYURETHANEti - 2 ® ® � 2 ® ® � 2 ® ® � 1.9PCfMIN.) ''''`•s � lR Id INTERIOR EXTERIOR F I-- EnEXTERIOR N to m mEd Z s Ed Ed ,1 g "•`'� FIBERGLASS SKIN o O o O 0 'r AUX THK) s. o X n T X 0 X T nwo c BOTTOM RAIL II I ^¢ a (COMP.) F�1.71"—►{ ^n o 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION w'Z 2 2 DAM 08102116 c g M.B,: JK m DRA%'WO NO.: � DOOR PANEL DOOR PANEL DOOR PANEL FL-20468.1 40 BOOK 41 Hybrid Door 42 Ul Door N SFIFET 2 OF 11 a '��'���.1 It►� ` ':9 i. oom o ® ® t 7 N••Z 2moU V 9 cw okra 0°z �i 53 v NART?WARETABLEd US 22 2 5 MANUFACTURER ..... ., v ._... . .., ... ................... ... a 4 5 6 6 m 3 3 3 6 4 5 6 6 KNOB: F51 SCHLAGE Cr Q DEADBOLT: 860 zo y X KNOB: SIGNATURE SER IESy o KWIKSET DEADBOLT: SIGNATURE SERIES(980) m ¢ d f3� SEE HARDWARE HOPPE MULTIPOINT:MPDGART �w CHART (THERMA•TRU) (3 pt.Manual Tongue) z 0 o a a E "m ti a U 1 2 3 4 Q N N a: I IUULJ I I LI Q ono a i DATE 08 0216 20 SCAM N.T.S. ° Fiber-Classic/Smooth-Star Door Panel Options D BY. JK m Products approved include all embossed panel doors and 2 panel recessed panel doors. CHX BY: LFS 3 Similar opaque panel configurations are allowed. DRWNG NO- � Panels shown are for illustration and are representative only. FL-20468.1 sxtfr 3 of 11 a RNOlentATherma Tru PERMANENTIA-Florida Product ApprowlAFL-2D468 WBDR'IT FC SS Impact-Composite\C-Drewmgs\FL 20468(2017)-NRRENT\FL-20468.1-3.dwg 41 7 A 33 � �z n • �A ,.•fie m o• D aw ar 0-M m�O �n o t0 y O 7c T I0 to m a... a'+ 0 N 7G 0 a 2= to 70 c �0 O N 13 1121 V O Z y SO 9 a o 0 �0 A 1-I M MIN. EMB.PYP.) a W N y A 0-S V z yc 0 Q 1� O C)n n g7 O � N 3 � w 0 > r �A r m v �3 .�` v••vc.�daF•.r No.43409 *3 * _ n�29ni: c PRODUCT: Documents Fheywred BY: gjgjgOp I•P N z m FIBERGLASS DOOR P. No F43408 on fdt �'� 'A2ppipw='Q`\ /tYS/F�IYRI.t t\�•�\\1\\ ,o s. 1 ro 2 11 75 77 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GDtj�//BUILDING CONSULTANTS, m In 1 7 17 17 UPDATE TO 6th EO 2017 FBC JK HORIZONTAL dt VERTICAL rJ�`�/�/ P.O. Box 230, Voinco, FL 33595 - am NO DATE BY CROSS SECTIONS (2X BUCK) Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2016 R.W.BUILDIND CDNDULTANTB IN.. R'\Oients\Thera Tru PERMANENT\A-Florida Product Approvals\FL-20468 W8DR Tl'FC SS Impact-Composite\C-Drawings\FL 20468(2017)-CURREM\FL-204681-3AWS 51 A Z V T d ° a' Qe d. w N - a N O C', n 70 mf 0 pX� r 0 CY C O Al n A A�rNii RN1 O p C 0 ., z a I22 22 o m N O IZOI J n om a CD -Il p R m °L .r 22 N O 0 vo a 7n0 >. s V O ZZI IM V A CD ,v A r I IA tlr W N O`^= V 0 14 m,o aA c A m N M FaA SCHM��, ••Na 43409••,' �_ 11/29/17��i - x x PRODUCT: tbeumerdn Prepared Sr i0 gp\7E OF ` . r� -• p THERMA—TRU P nd NoF4Schmidt �i� w�. OR1D/;:��j�\ FIBERGLASS DOOR Z m �OMAL7` � 2 i 1 15 17 RECESSED PANEL N07gT10N JK PART OR ASSEMBLY: G��]/��BUILDING CONSULTANTS. IITIts I tb ti 1 7 17 17 UPDATE TO 6th ED 2017 F'BC JK HORIZONTAL & VERTICAL J1 P.O. Box 230, Volrlco, FL 33595 l- rn NO DATE BY CROSS SECTIONS (1X BUCK) Phone No.: 813.659.9197 REVISIONS FBPE C.A.-No. 9873 0 2C1 G R.W.BU—ING CGNBULTAWS Wo. `�IIII1111//// MAX. MAX. i 1,`````� /fill 1111 Ng m 1 C C Em ZgZ0 9 W ° 40 41 42 w 4 E D• 40 41 42 Ur z `° 9 IXtERIOR INTERIOR EXTERIOR INTERIOR y 1 VERi1CAL CROSS SECTION 4 VERTICAL CROSS SECnON Hr 6 Shown Direct to Masonry 6 Shown Direct to Masonry moo Outswing only w/4-9/16'jamb Outswing only w/6.9/16'jamb $ DIRECT TO MASONRY MAX.DESIGN PRESSURE: J •8� W/STANDARD STRIKE= t 55 PSF m �� w/SECURITY STRIKE= f 65 PSF it o =� C INTERIOR f o^1211 FO k 40 41 42 z a z �y r INTERIOR e W a° x N 40 41 42 N 8 M o a M M 1-1/4°MIN. 1-1/4"MIN. � ]A-- M EMB.(1YRi EMB. P.QY 1EXTERIOR E °E 1-1/a"MIN. EEMB.(TYP.J EXTERIOR I I 1-1/4"MIN. i6 = EMB,UYP.J w". N.T.S. ° 2 HORIZONTAL CROSS SECTION5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION TM HY: JK e 3 HORIZONTAL CROSS SECTION 6 Shown Direct to Mason 6 Shown Direct to Masonry cwt Or: LFS 3 6 Shown Direct to Masonry 6 Shown Direct to Masonry Outswing only w/6-9117jamb Outswing only w/6-911 6'jamb DR#XNO NO.: Outswingonly w/4-9/16'jamb Outswingonly w/4-9/16'jamb FL-20468.1 0 SHEET_jL OF,L t� a Notes: `` .. .. /O�. 1,SAI Item Vs 17,18,32,34,35,36,37,38&39 are attached to Jambs w/(3)#8X2-]/T pfh screws at each end. C:' •W :,'� Sill Rem#'s 16&33 are attached to jambs w/(2)#8 X 2-1 IT pfh screws at each end. SAI Item#15 Is attached to Jambs utifatng(2)#10 X T pph SI AS at each end. =_� dm INTERIOR EXTERIOR INTERIOR EXTERIOR / r!!� z c m o Z ••Z ^ � Em 9moo 40 41 42 8 40 41 42 g ^ y 1o r 0. A 4 0 a:I R z �. o $ 32 38 39 33 34 35 36 37 a 4 SEE NOTE 1 E SEE NOTE 1 E 5.2 � ;,'}'. ::'{.�.�oyy;.,,�,. ^4�%sit=.'^' \ .aL:;;:� Vii;?:^`�'•;,���;y...,.'rr 'r�,;i;• vii qO Ca C—d ° °n a e•.. e • ° b A•n > ear. • 2 C!1 8 1 VERTICAL CROSS SECTION o 7 Inswing SAI 2 VERTICAL CROSS SECTION a 7 Inswing SAI E ti g U 8 EXTERIOR INTERIOR z EXTERIOR INTERIOR F c 1¢-N 40 41 42 F11111A El F? 7 16 17 18 40 41 42 d 8 0 '0 g.° E a � SEE NOTE 1 E SEE NOTE 1 15 E p.. NzZ rL2 DAM 06 02 16 Z SD,ue N.T.S. 3 VERTICAL CROSS SECTION DM En: JK m' 7 Outswing SAI 4 VERTICAL CROSS SECTION 7 Public Access SAI DHA N: LFS 3 DRAWING NO.: � € FL-20468.1 0 SHEET 7 OF 11 A a R:kCIWns\Thmna Tru PMMENT%A-Fbrlda PraduCt Appmva8\FL-20968 NBDR Ti FC SS LnWQ-QmWslte\C-Drawln8sVl 2D468(2017)-QIRRUMFL-20968.1-1ft,8.1 A C n 9• � •P W a y ^ L� A- ` � y Z 16"MAX. 4"(TYP.)-►� O.C.PYP.) to 01. � V a N x In Z O 13°MAX. 4"(TYP.)O.C.(M.) 0 m 0 s po Z 3 nA j O O ^ O V' I I I I � _op x N No.43409 = 11/29/17 FPRODUCT: DoaumeMt Prepared Evr iO SDOEOF THERMA—TRU Lyndon F. Schmidt ��,��••• AlOrppl� Im N o FIBERGLASS DOOR P.E. No. 43409 0 `�0♦� '• `y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD�]/(�BUILDING CONSULTANTS,���1�11tt„` 1 7 r7 17 UPDATE TO 6th ED 2017 FBC JK BUCK& FRAME ANCHORING '/1'l/►/ P•O. Box 230, Vuldco, FL 33595 I-' NO DATE BY Phone No.: 813.659.9197 REVISIONS I FBPE CA No. 9813 . 2076 R.W.eprLDrNp CpNpULTANTp INC. ga 28 p n pA � ��� O ` 2X BUCK L SEE HINGE ���Ih.LL^,,` i d�o 1X BUCK G DETAIL(PYP.) \I A u N.;z DIRECTTO M 26 V E� z Z chi a MASONRY VV 9 Cc y p on- u: maa8 2X BUCK 25 � oz° 1XBUCK G 27 +� n:O p SEE TONGUE +i t �o STRIKE DETAIL 2X BUCK L 0 o RYP.I DMASONRY IRECT TO M � No N � 1X BUCK G 3 LATCH b DEADBOLi DETAIL ' m DIRECTTO M 0 Kvnktet �� MASONRY 31 0o 0 SEE LATCH TONGUE STRIKE DETAIL m w 2X BUCK L ✓ D T upon c 3 DEETAILrAJL SEELATCH �{ 1X BUCK S D[ADBODBOLT G DErwL 0I o DIRECT TO MrBLIKE o E a a 28 2X BUCK L --m 81XBUCKh STIUKEJAMB HINGE JAMB STRIKEJAMB DIRECT TO M F k 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY o$ dEn 8 s 1XBUCK G 27aO DIRECTTO M LAP MASONRY L 2X BUCK I LATCH d DEADBOLT DETAIL 8 Rc e LATCH d DEADBOLTDElAIL 88 29 G IX BUCK Multipoint Lock U a ti Schlage M DIREMASTTO ONRY MASMULTIPOINT LOCK STRIKE DETAILS LATCH&DEADBOLT STRIKE DETAILS M $ (Standard Deadbolt Strike Plate) M DMASONRY 24 23 N^2 U DAM 08102116 i � DEADBOLT STRIKE DETAILS HINGE DETAIL sr . N.T.S. Dwc.9P JK m' F (Security Deadbolt Strike Plate) Cm sr LFs ; DRAWMD NO- FL-20468.1 a 6 SHEEP 9 OF 11 a ! P 111N1uI///// ov 9" 7.S' no 7.5 ►N'+y Z � .�f?`PSr':F.+'r'4�•'t� C`+"::. ��/�•••'.. \ 'C air) cy .:t,• _ - _ R x^.,r F:v,f• +w!'� / \ t�oa 111` zoc'o0 INSWING THRESHOLD �2.36"� `,�« c°�N•:Z INSWING THRESHOLD 37 ��7 �-W--OOD JAMB \ �_ v 0 x zD d M 32 Inswing Basic Composite Adjustable Sm 7-1/2 Irssw(ng Basic Posed 7-1/7 SBI �J \V L W Z_m o ^ � 9p`OL 4S6" 4.56" 5.83" u m If T d � ';7E:,y'�'2::a::: ,��� �i - � '%°i:' i vt'S`':�;!,i er:�i`ry;,;,✓� a INSWING THRESHOLD INSWING THRESHOLD OU/SW1NG THRESHOLD 0 o Inswing Basic Posed SII 33 38 bowing Composite Adjustable SBI 16 composite smy s a 5.75' 5.77" 4.56" ' '.�";+c3 •�i;�.''Swig ay -- :�i'.•^ -g34 INSWING THRESHOLD Inswing Moderate CBmateSN 13/8" INSWING THRESHOLD 39 inswing Basic Composite Adjustable SID OlRSWING THRESHOLD 17 Composite/Aluminum SN Zn k 5.75" N N 2 E Z 5 EQ L CD INSWING THRESHOLD = a' " w a 35 Inswing Moderate Climate Sill —T z 18 OUTSWING THRESHOLD w .oe US' 15 PUBUC ACCESS THRESHOLD Cnhoem�p0as111Br ak,minum SBI ^mac a i .'S :':S:w;s=G�',rty" >.•<.,r":f'_^_y:;.,: DATE N^Z i ..:..;,i"r•.. t't:� - nr�` I IIscAM N.T.S. d y36`*INSWING THRESHOLD 1.79" F�1-92. M.�: F m' F�—2.06" cwc er, LFS Inswing Basic Fixed S3/4"S@ Pa o; DSD Na.: rc E d 8 SWEEP 9 SWEEP 10 SWEEP o N FL-20468.1 0 MsHEEr L'F_LL a e ``11111111//// % p i BILL OF MATERIALS BILL OF MATERIALS REM# DESCRIPTION MATERIAL REM# DESCRIPTION MATERIAL �' •YS�'• ' 01 A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL ;W. ; � B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL Z �''�' ^ C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL �'� >•''•....... _. 01 N 2 D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL ��4/ �I ��`� -~'>'°CO E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL m Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL N G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X 4"HINGE STEEL m ?m J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 'm°oaf° m L #10 X 2-1/2"PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31' MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP aZ N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP , 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP e 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP Z8 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP ED J R 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) g 16 OUTSWING THRESHOLD ALUM/COMP 41 1 DOOR PANEL(HYBRID) - m 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) 18 OUTSWING THRESHOLD ALUM/COMP a 22 #8 x 3/4"PFH WOOD SCREW STEEL d 23 #10 x 3/4"PFH WOOD SCREW STEEL "m a 24 #10 x 1"PFH WOOD SCREW STEEL q o^ Y Fo O N V) CONCRETE ANCHOR NOTES: z H o 1.Concrete anchor locations at the comers may be adjusted to maintain the min. d N edge distance to mortarjoints. a E 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 8 maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. $ 3.Concrete anchor table: n m aNCNoa ANcriOR NIIN MIN CLEARANCE MI CLEARANCE EMHEbMf Nt TO MASONRY iOADJACENii;::: a F :':.TYPE :..:::..::.-SIZI~;::..::........ EDGE &;::::r:::•::::;»:•;ANCHORS:;;.?. o ............................................................................................... ITWz �^ m TAPCON® 2" 4" u ELCOULTRA ON® 1/4" 1.1/4" 1" 4" DAM 08102116 = sane N.T.S. c Uwo.BY: JK o TAPCON® 3/16" 1.1/4" AS SHOWN 1-1/2" m r ctoc ar. LF'S 3 WOOD SCREW INSTALLATION NOTES: DRKMNO ND.: e 1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing of ° FL-20468.1 a wood screws to prevent the splitting of wood. a sNecr 11 of 11 a