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HomeMy WebLinkAboutProduct Approval t -Y RECEIVED OCT 2 0 2917 Whole House Engineering, LLC 4451 St. Lucie Blvd. j Fort Pierce, FL 34946 (772)409-1010 office (772)409-1015 fax WHOLE HOUSE ENGINEERING Florida Product Approvals Project Name HAB-3BRHC - ©APPROVED ❑REJECTED ❑REVISE ❑NOT REVIEWED BY atombo DATE 8/28/2017 SUBMITTAL# SPEC This review is only for general conformance of the project and general compliance.Corrections or comments made on these drawings during this review do not relieve Contractor/Subcontractor from compliance with the requirements of the plans and specifications.Contractor is responsible for all dimensions and fabrication to be confirmed and correlated at the job site Project: HAB—3BRHC Customer Name: Habitat For Humanity i Site Name: 7803 James Street Site Address: 7803 James Street Fort Pierce, FL 34951 File Copy j ' I T 7 I Table of Contents I Item Page I I PGTSingle Hung Windows.................................................................................................................................... 1 Jeld Wen In or Out Swing—Entry Doors........................................................................................................... 17 DAB824/811...........................................................................................................................................................18 Owens Corning Duration or Tru-Definition Asphalt Shingles.........................................................................26 Lomanco 134 Series Louvered Roof Vents........................................................................................................ 32 I� I II II I I, I l II i I I I� I ' l i. I I I I 'I i i I i 1 MIAMI-DADE MIAMI-DADE COUNTY c 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.sov/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 AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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"5500"PVC Single Hung Window—L.M.L APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05105116,prepared by manufacturer; signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 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. 16-0714.03 MIAMt•DADE COUNTY Expiration Date: July 30,2020 i Approval Date: August 18,2016 Page 1 Page 1 of 32 i r 'r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision A dated 05/05/16, 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,Duraseal° spacer system, Super Spacer®NXTTM 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. 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 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single' hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5te Edition (2014), dated 05115115,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel P ez,P E. Product Control Exam' er NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 Page 2 of 32 s PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butaeite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas©(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiating on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5th Edition (2014),dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. i G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per Product Control Exam- er NOA No. 16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 Page 3 of 32 I 1 1 i 3 ' I i ANCHORAGE _ ANCHORAGE EIWMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPURIUS-OR O.C. MAX.D.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-SOP 54'MAY BUCK WIDTH HEADER H-TOP HEADER(AU 1FRAMES AM HEADER(bibt F LEVEL.SEE SHEETS 6.7 IMPACTRESISTANT FOR ALL FRAME SEAM 30' 1Y MAX / WI-Dow—) WINWWlYPESj SHEET3 -A MAX.O.C. S A.SEE / 62-1/6'MAX BUCK WIDTH _ 70-MAK.FROM SEE SHEETS 1-1/4' 1 72'MAX / FRAME SEAM D,SEE .� 8&9 B,SEE �f 30'MAX O.C.►� 7Y MAX SHEEP3(1� FIXHTWI BH ' SHEEf3 l -I I LIGHT WIDTH � � SHEET4 SHEET3 72°MAX SHEET3 30'MAX O.C.-��12'MAX - SG SEE A SEE jI-' 1 ! FIXED ! / EQUALLY /VISIBLE T 6PACED I t EQUALLY I I il-7R1'MAK O.C. UGHf 17.7/8'MAK O.C. SHEETS I i SPACED ..BL S Ze l HEIGHT �- TABLES&11 - EQUALLY I I ANTABL S PER O I / Q / MAX SPACED TABLES MI MAX ANCHORS PER ! ! / 64° -r A T BUCK TABLES Pn I / sr OI ! BUCK ' HEIGHT MAX. -� ! HEIGHT 10°MAX.O.C. BUCK 10'MAX.O.C. I 10'MAX.O.C. BUCK AS SHOWN x i 4 HEIGHT X i Q ; X I 4 HEIGHT X i Q I (MMAX) / 13-31C MAX O.C. EQUALLY I 113314 MAX O.0 EQUALLY I BASH 73-3/4'MAX O.C. C-0UALLV SPACED I I_'_ SPACED VISIBLE ,_L BPACEo /{/ j�T SEE "7f' AN Cho. ERR I / --._ A ANCHORTABLESPEE�R1 i / HLIGHTE OM AlANTCAHB ESPatERi ( —j -- � ' SH BETS J / 1 1 'F1?MAX .1&iTt MAY. &1?MAK 1 �_JI JNO ANCHORS AT 501 iI 9-- JNO ANCHORS ATBILL �-}I _ NOANCHORSATS �-IL(\ __ -1 EESU__ B (-�54'MAX BUCK WIDTH +-I�NOTCH DETAILS. NOTCH DETAILS, B I�54'MAX BUCK WIDTH +( `NOTCH DETAILS, O 1 1M'-�I NOTCH DETAIL, SABH VISIBLE SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP'TO ANCHORED THROUGH THE NAIL-FIN 76'HEIGHTSEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIWRATIONS)ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.......................1 1)THISPRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS................................1 UTTERS ARE APPLICATIONS ICATIO S IN MLA USED IN WIND-BORNE USE ONLY M AMI-DA E FOR INSULATED MASONRY ANCHORS. .MA E MATERIALS THE HVH ANCHOR E ALU 71ONS W RE MUST . FRAME,GLASS&ANCHOR 2)SH Z. (CAP) OPTIONS.._.........................2 i I 3)FOR MASONRY APPLICATIONS D MIA CONCRETE COUNTY,USE ONLY ANCHOR TYPE. COUNTY APPROVED MASONRYANCHORS.MATERULLS USED FOR ANCHOR EVAWATIONS WERE SOUTHERN PINE.ASTM C90 INSTALLATION,FLANGE& CONCRETE MASONRY UNITSTH AND CONCRETE WITH MIN.CONSIDERED PER IXITYPE. EQUALLEG/BOX............_..3 4BE ICTEOD UCKS 2XAREESS THAN I-1 e THICKRGREA ARE TO ND2XBCKS( H INSTALLATIONS.IXDESIGNED DED AN SECUREDTOPME OPTIONAL FUNRLYTRA IS ALLED DIRECTLY THE STRUCTURE OOD MODE KS INSTALLATION,INTEGRAL FIN DEPICTED AS LLTIARE1 HE THICK SI GREATER.HIX EANOIN RUCKS(W91ENUSED)SHALL BEDESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCNRE W000 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THEENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR} INGDEAILS -"""""-"'-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REWIRED MN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........_._._......... SYOULDBE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. DESIGN PRESSURES......._._......6-7 6)114°MAX.SHIMS ARE REQUIREDAT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRINGAPPLIED LOADS. ANCHOR QUANTITIES............._..6-10 T)DESIGN PRESSURES: EXTRUSION PROFILES..............I I A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL B CYCLE TESTING AND GLASS PERASTM E1300. ASSEMBLY&PARTS LIST__.....12-13 B.POSRWE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 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 '2014 FLORIDA BUILDING CODE(FBC),5TH EDITION' NOTBEENUSEDIN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAI=NTOCONTAGT 'ASTME13DO-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUC1'RBWSED 9)T1ETAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED DYTHE AUTHORITY HAVING JURISDICTION. ALUMINUM DESIGN MANUAL,ADM-2010 �olplyiog wilM1 Bn FlpGte 10)REFERENCES:TEST REPORTS FTL-7D64&7956;ELCO ULTRACON NON ELCO CRETEFLEX NON ELOO AGGRE-GATOR NON ROYAL WINDOWAND DOOR PROFILES,LTD WHITEBBRONZE! 'AISI-S700-07/S2-2010 OdMmg Coa<�o )44,0UGHTERSHAOESOF CAP COATED PVC EXTRUSION NON$:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF8PA NDS BA NNUM DESIGN MAN UAL Aarymnm 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIALReYmle: len:. • JR05/05/16 A)AODEDSPACERS BY USER INSTRUCTIONS: To sHEET11 ROWaea BY: mG: RerWa ' 1)DETERMINE THE SITES OST SUITABLE NDOW CHORG NINGVS OUPFDESIGNLES 2 OR REQUIREMENT HEINSTROM LLAIE T. _ 2)DETERMINE THE LAZING OPTION ANBLE1).WINDOW CO FIGUR20R AND SIZE.DETERMINE YOUR INDOION WDESIGNS. 3)KNOWING YOUR GLAZING OPTION(TABLE I),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN --'" PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW D­fq OPENING OBTAINED IN STEP I. _- N �L1 16 1 t ® GENERAL NOTES&ELEVATION ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11.VERIFY THE ANCHORlSUBSTRATE WILL MEET REQUIREMENTS FOR G OLO YOUR OPENINGS CONDITION FROM TAB MA TABLES 2 OR 3,AND THAT ALL N.REQUIREMENTS FROM THIS SHEETS 1070 TECHN BY DRIVE Nr. ETARE MET. �,--- 6)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. :I,i.�l'.� �� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-',LM. O5/15/15 i ;� (941)-480-1600 Se,IA/adek INTEGRAL FIND EQUAL LBGIBOX). Sceb: 5heef: OmrDNO No. Rev. DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(JLYIANNEL,FLANGE, ','/I✓6i�rINM4ieR P.E CERT.OF AUTH-029296 SH-5500 NTS 10F 13 M -SH5500-01 A P.E.W 5Bi0s i I I ! I I I TABLE I:ALLOWABLE GLASS TYPES From Glass Frame Frame Glee Description(Listed from Exterior to Inferior) Demon Pressure Type. Options ConOgs Shapes Installation Options that may be used Type Table Bha.ttl lase FIO B) (see Table 1) (see Fig A) Ices FIg C) 6 718-Laminated I.G:i1B'A Exterior Cap+7/16°Nr Space+511W Laminated;RI U ee tes of IV A GI-Wth.090-PVB Irdedayer 4,S 6 0 7l8'Laminated I.O.:1/e•TExledor Cap+7116•AlrSpoce+5/18•Laminetad;R)Ules of118'A Glass Wth.090'PVB Inlariryer 4 6 6 ....Into 2X Woad Freme/8uckstdp-sheet 3,option 1 Equal-Ute, SquarcfRect., 7 7IB-Laminated I.O:3/16'A Exterior Cap+31W Air Space+511W LemN.lad; UNe of 10 A GNe. Rh.GW PVB W.e.er 4 6 6 Flange Through the Yamo....Iota CaneretelCMU r sheet 3,option 2 p R) Y 5.16 OdeCPmdew Arch-TopB afore�In----•---..through lXBmkstdp Into Carrels/CMU-sheet 3,option3 8 7IB'Leminetad I.O.:3110'T Exterior Cep+Lrn Air Space+SItB'LaMnalea;(2)Ltia¢o111B'A Glass Wm.090'PVB Nteriayor 4,6 6 ) 8 Catiepe I1sArs-Tap 9 718'Laminsted I.O.:1fB'A Exterior Cop+7/10-Air Space+5116•Leminstod;R)Utes of IV H Of-xith.090'SG hMdeyer 7 7 ....Into Mete)-sheet 3,option 4 10 718•Lamiruled I.G.:119-TExledor Cap+7/18'Nr Space+5116'L rrdmtad;(2)Ulea of IV H G1oea Wm.DDT SG Intedayer 7 7 ...Jnla 2XWood FremNBuckstdp•sheet 3,rplion1 71 7fe'L.mirieted I.O.:3I18'A Extador Gp+3f8'Air Spepe+6118'IaMnated:R)Utee of 1B'H Glass Wm.097 SG Medeyer 7 7 Thmgh me farm....Into CmeralelCMU-sheet 3,option 2 Eq(04) 5-16 O&Collefex Aroh-Top& rime wind- ...through 1XBmkstd Into ConaretelCMU-sheet 3,option3 12 718'Lemireted LG.:3118'TExledorC�+3/a'NrSp.ea+5118'lamhreted;(2)Utes of 1/6'H GNea Wm.097 SG Nledryor 7 7 (tl4) 8 Cottage Radius-T p -"' p 13 7IB°Laminated LG.:IV A Exterior Gp+&Is'Nr Space+711V L-mated;(2)Utas of 3118'A Glass Wm.OBm SG IMedryer 8 7 ....Into Metes-sheet 3,option 4 14 7!8'Lsmionted 1.0:1/B'TExtadorcep+6l18°Air Space+7116'Laminated;Rl Utea ol3116'A Glass Wm.090'SG Nterieyer 8 7 1Neugh the ....Into 2XWoad Fmme/Buckstrip•sheet 4,option5 16 71WL.rN.tsd l.G.:311W A170.6rGp+1/4•Air Space+7116°Laminated;(2)Utesar3f78•AGIase W1h.090'SOlntedayor 7 7 JLTannel EsUPrcte, SAmh.op& integral In •,,,Into Meld-sheet 4,option 16 716•Lamineted l.G.:3110•TExterior Cap+1/4•Air Space+7116•Laminated;(2)Ulse of3116•A Close With IMedryer 7 7 (#1) 5-8 OdeCPOegew Noh TopB Throughthe.seme Into 2XWood F-an3.ckatdp-lisel 4,options e College Remra-rap A the Wndaw......,,.,Into Metal-sheet 4,option TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,9,11,13 Through the ....Info 2X Wood F-IBucksinp-sheet 4,option 5 Mtn.Edge Min. '&16 MAY NOT BE USED IN Magnet Fin Erp-Ie, Squandil-I,Inlagmi 5n.,.,,. ...Into Metal-sheet 4,option 7 Group Anehar Substrate Min. EmbedmenC • THE HVh2ABOVE W. 5-B Odellprmiew Amh Tap& ) &College Radlus-Tap Thrsup the saw Into 2X Wocd FromeBuckeldp-sheet 4,option 6 1i10 SMS P.T.8MMm Pine SG=0.55) 7/17 ;y8° .1th-rrd.......,,,,Into Metal-sheet 4,option 8 (steel,1841 S.S. Steel,A36' 318" 0.050' •MIN.OF 3 THREADS Or 410 S.S.) Steel Stud,A653 Gr.33• 318° 0.0451'(18 Ga.) BEYOND THE METAL FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063-T5- 318' 0.050' SUBSTRATE.FOR 'A' ANNEALED P.T.Southern Pine(SG=0.55) 7116' 1.Y8' STEEL STUDS, -l.�- N=HEAT STRFN(i1HENED 3116'sleel Uxmcon Concrete min.285 keg 1' 13/8' MIN.Fu=45 KSI8 �// F -PVB-=( MIN.FY43 KSI. 7' 2 'PVB'=.090'BUTACRE®PVB Ungmuted CMU,(ASTMC -7/2" 1-1/4' 7' 4 0 BYKURARAYAMERICA,INC. VNGROUTED CM912 SMS P.T.Southern PI08($G=0.55) 9/16��� y/yUES MAYBE BOX OR 'SO•=.090-SENTRYGL S® B (steel,18-8S.S. Sleet,A36' 318' 0.0.50• USED FOR GROUTED FLAN GE EQUAL- INTERLAYER BY KURARAY of 410 S.S.) Steel Stud,A653 Gr.33• 318. 0.0451-(18 Ga.) CMU APPLICATIONS. LEG AMERICA.INC. Aluminum,6D63-T56 Will 0.063° EQUAL-LITE ORIEL COTTAGE 1l4'�teel llliracon Concrete(min.285 ksl) 1' 1314' C Ungmuled CMU,(ASTM C-9D) 2-11T 1-1/4' FIGURE C:FRAME SHAPES 114°steel Cretesex Concrete(min.3.35 Kai) 1° 1-3/4' BUCK WIDTH) y{eUCK WD UCK WIDTH{ -- 1/4'steel Ulimcon Concrete min 2B5 ksl 2-1f2' 13l4• �, w ----- _--I x ----/--- J-CHANNEL INTEGRAL I ( ) 1/4'steei Ullmwn P.7.soumem Plea(SG=0.55) 1° 1318' � y// � � / T � �/ 1 k 3 0 , 114"steel Cret flex Concrete(min 3.35 kel) 2-11T 1314' fy Y u / 7 Ungmuled CMU,(ASTM C-BO) 2-10 1.1/4' x _. u D 1/4•steel Cmgeliex Ul o P.T.Southern Pine(SG=0.55) 1° 1JI8• ? '� x '� u 114'steel AggreGelw Concrete(min.3.275 kal) 1-12' 1318' 1 i 1 / 11w 1!4'steel Aggre{)atof P.T.Soumem Pine SG=0.55 1° 1 8 1 1 1 1 1 0 Gmuled CMU,(A37M P90) Y 2' RECTANGULAR RADIUS-TOP ARCH-TOP •T BLE 3:ALLOWABLE ANCHORS TMROUGHTHEINTEGPAL RN WINOOWSHAPESAS ABOVE OR SIMILARARE APPROVED.SHAPES MAY PRODUCTRAVISED BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING mmplyi.S with de Ww1d. Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Ue11,0atl Cate Group Anchor Substrate Distance Embedmene THE TABLESON SHEETS840. AozPNex Ina��a'�7�Q•n�A s pate: ReNafom _ /"Ga�i� E 2-112 x.131'Canmon Neil P.T.Southern Pine(3G=.55) 318' 2-7116' i;, RedIcy. I 2412'Wngshenk Flooring Ned n P.T.Southern Pine(SG=.55) 318' 2.7/18' edeL'nxbd P.T.Sommem Pine(SG-.55) 112' 1'31a• ., fN0 Trasahead sons Numinum,8083T5• 3B' 0.050' (sleet,I"S.S.w 410 S.S.) steel Stud.Or.33' 3!B' 0.0451'(18 Ga.) 'MIN.OF 3 F Steel,A36• 3/8• o.osm - lH J6 ;•.:= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND P.T.SOulhem Pine(SG-.55) 9/16' 1318' THE METAL �;:1. :.;'r'.'- 1070 TECHNOLOGY DRIVE title: pole R12 sons Numinum 8083-T5• 3'8- 0.06T SUBSTRATE FOR ".:I!-/ '`;: N.VENICE,FL]4276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (sleel,184)3.5. SteelSlud,Gr.33' 318' 0.050' STEEL STUDS, (941)-480-1600 pf 410 S.S.) MIN.Fu=45 KSI& - I jt�,;-'•�' S.I./NW.P scale: S6eatr or-"N. � Ran. Steel,A36' 318' 0.050' MIN.Fy-33KSL iaLvtiN P1'4kER)AJ= PEA firma CEO.OF AUDI.#29296 SH-5500 NTS 2 OF 13 MD-SH550D-01 A I 1! I 1 I I I r e INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 " INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETOCMU. OPTION EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO.WOOD 1l4•MAX SHIM Imo. FRAMED SUCKSTRIP. T 16 114'M4%SHIM SEE NOTE 2.THIS SHEET. EMBEDMENT T SASH VISIBLE18 LIGHTWIDTH 17 IEDGE EDGE D� O f11STANCE FLANGE FRAME DISTANCE SHOWN 1� 44 BALANCE �1l4•MAX TYPE VARIER TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE. EMBED ORTAND. WEIGHT 54 EMS OMENT 2 TYP.ANCHORTYPE, EDGE Q 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER • • 31 DISTANCE PER DISTANCE PER SUBSTRATE. SUBSTRATE, a EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. DISTANCE SEE TABLE 2. -1— 18 SEE TABLE 2.SHEET 2. EXTERIOR 87 SHEET2. TF IXED VISIBLE 4 �� FIXED 19 2011OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE JLIFT RAIL FRAME I_ 2 _ILEGIBOX LIGHT NOTES: SHOWN F� BUCK WIDTH FRAME FORALL WINDOWS: HEIGHT I ANCHOR®3SS HORIZONTAL SECTION A-A SHOWN 40 1)USE ONLY I 49 FROM END AND AT 21 CENTER SUBSTRATE-APPROPRIATE ' 22 FORWINDOWS ANCHORS LISTED ONTABLE2. SHEET 2.FOLLOW EMBEDMENT AND OVER 36'WIDE: DADE APPROVED MULLION.FBC COMPLIANT ALUMOOIMISTEEL FRAMING OR STEEL STUD. 72 0 ADDADDITIONAL EDGE DISTANCE UMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2.SHEET 2. SCREWS®16aW INSTALLATION OPTION SHOWN MAY 14 - 45 46 47 O WINDOW.F ND. BE USED ON ANYBEOFTHE 35 FOOR RYO WINDOWS WIT}i 1!4'MAX. BOTTOM LOCKS: SHIM 910 OR 912 STEEL 1I4•MAX. I BUCK O 16 ADDADDIDONAL 2)MASONRY ANCHORS MAY BE LUNG SHIM HEIGHT USED INTO WOOD AS PER TABLE 2, SO ®&3!8' Z SEE 85 -r FROM ENO. SHEET 2.ALL WOOD BUCKS LESS fl5T-HEUE2 ❑30 THAN1.2•THICK ARETOBE T 2.SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKSAREOPIONALIF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTEDAS 2X ARE14WTHICKOPT 96 USE EffNER OR GREATER IX AN02X BUCKS65 LATCH OR (WHEN USED)SHALL BE DESIGNED(2)V 81 30 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE EQUALINTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGMOX EP LOCATION:0m&T DESIGN FROM SASH D. RESPONBLIITY OFTHEENGINEER NSTALLATION IS THE SHOWN SHOWN FRAME NOTCHES AT 8p EACH ENO. OR ARCNTTECT OF RECORD. EXTERIOR 8 66 3)MSIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION I (ALSO REFERRED TO AS DAYUGHT OPTION V OPTION PROOUCr ,RBViB6D 67 OPENING)IS MEASURED FROM w comP1Y1n9 wilN On P1ar,Aa 1!d•MAX SHIM BEADING TO BEADING. ANCHOREDTHROUGH ANCHORED THROUGH Dtlidiag fade EQUAL{EGIBOX El BEADING FRAME INTO METAL FRAMEIMO METAL ARePlnnupgl =0 ,O3 FRAME SHOWN o T 1;l I IIl1!I(!2. ReNaed By. Dcla: ReNelon: �P'�il^^Dete EEPH.2S - 1 Minor ndc PrnA:ri(:on TN..... WEEPHOLE - Rrvlrad 6F Dsre: ReWlon: WICOVER@O REQUIRED IN VISIBLE LIGHT FORMULAS 2.87•FROM 38 , FLANGE OR - - EACHEND. EQUAL-LEG WIDTH •".I� FRAME SILLS (1�SASH:BUCK WIDTH-e-12• -,1 ® DesorlPDan: DmnI BY• ®FIXEDLITE:BUCKWIDTH-4aB �6 i:'!- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • HEIGHT(EOUAL{ITE) �•,`'�1"' '.:' 1070 TECHNOLOCI'ORNE BUe: Dare: VERTICAL SECTION B-B BUCKHEIGHT2-31W76 N.YENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION=LM j 05/15/15 (941)-48D-1fi00 Srries/tbd. 3calm S5ee1: OrarinA'Na. Rer. '�'J�.LYf1NM Pl=. CERT.OF AUTIL#29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A a.E6'seYM i i I ' I j i INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOODMAN! OR BUCKSTRIP.SEE INTOZX WOOD FRAME OR EDGE DISTANCE UGH INTEGRAL ANCHOREDTHRO �EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE?.THIS SHEEP. FIN INTO 2X WOOD FRAME OR a ""_SHIMBUCK.STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 114'MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE JCHANNEL EMBEDMENTANDEDGE � 18 LIGHTWIDTH 17 DISTANCE FRAME 1 PER SUBSTRATE, SHOWN 1 SEE T�ES SHEET OWN) D 44 BALANCE TYPE VARIES -_ �Q EMBEDMENT c �1ld'MAX SHIM 42 WITH SASH 1 DC TYP.ANCHORTYPE, E TANCE /1 WEIGHT 300 EMBEDME PER DEDGE SUBSTRATE, DISTANCE PER SUBSTRATE, �j uu rr T'1 16 SEE TABLE 3.SHEET 2. EXTERIOR 87 TYP.ANCHOR TYPE, (NAIL fl INTEGRAL TYP.AN HORTY EDGE V FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, 0 I 19 '--�'{ FRAME SEE TABLE 3,SHEET 2, FIXED 20 OPT.SASH TOP ,4 AE LIGHT WIDTH VISIBLE LIFE RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT FORALL VANOOWS: NOTES: SHO HEIGHT WN 1 ANCHOR @ 3.65 BUCK WmTH L 49 48 FROM END ANDAT 1)USE ONLY HORIZONTAL SECTION C-C o I i 21 CENTER. SUBSTRATE-APPROPRUATE O 22 FOR WINDOWS ANCHORS LISTED ON TABLES 283 OVER35WIDE: OF$EET 2.FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EOGEDISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLES 283,SHEET 2. 45 46 47 SCREWS @183'B' INSTALLATION OPTION SHOWN MAY 14 0- FROM END. BE USED ONANYSIDE OF THE FORWINDOWSWRH WINDOW- BUCK V`I BOTTOM LOCKS: 410 OR Y12 STEEL 114-MAX HEIGHT so �I 16 ADD ADDIRONAL 2)MASONRY ANCHORS MAY BE SELF-DRILUNG SHIM SCREWS @ 83'8' USED INTO WOOD AS PER TABLE 2. SMS(G6),SEE 88 -� FROM END. SHEET2.ALL WOODBUCKSLESS TABLES 2&3. 30 THAN 1-12-THICK ARE TO BE SHEE Z. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHERUNIT IS INSTALLED DIRECTLY TO NEIGHf LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 18 OR BOTTOM DEPICTEDAS 2X ARE1-12'THICK OPT. 86 LOCK(SHEET3} OR GREATER IX AND 2X BUCKS /1 66 (WHEN USED)SHALL BE DESIGNED L� (2)1` 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS a FIN ANOlOR 31 LOCATION:6-5/8' FLANGE REMOVED INTERIOR TO THE STRUCTURE WOOD BUCK FROM SASH END. IN-FIELD WEEP DESIGN AND INS OF TH ION GINS E NOTCHES D. 80 OR ARCHITECT OF RECORD. INTEGRAL RN o EACH END. NO ANCHORS OR ARCHRECT OF RECORD. FRAME SHOWN � REOUIREDINFRAME EXTERIOR INSTALLATION 7 SILLS IFANCHORING 3)VISIBLE UGHTWIDTHOR HEIGHT INSTALLATION THROUGHFRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION PROOUCTRIiV1SSD OPENING)IS MEASURED FROM m Plylny wilt On PGulh 114'MA% ANCHORED THROUGH ANCHORED THROUGH FRAME METAL INTEGRAL FIN BEADING TO BEADWO. INTEGRAL FINIFLANGE REMOVED ISdIJin0 Curls FRAME SHOWN o SHIM INTEGRAL FIN INTO METAL ( ) gaePNnm Tb/ -O Q1qa, ' Rerlsed By. Dol¢ Iterlala;u irn Dv1e 2r%1.25 WEEPHOLE 3 WICOVER@2.8r 1 M�emi).&rroM lCon O FROM EACH ENO. - Dote: Ravfalsn: VISIBLE LIGHT FORMULAS ReHsaO BI• TYR ANCHORTYPE, EDGE DISTANCE `""�•' EMBEDMENT AND EDGE f WIDTH - 8mm 8y, DISTANCE PER SUBSTRATE, @SASH:BUCKWIDTH-6.12' �- ® Oesalplfen: SEE TABLE 3,SHEET 2. —I EMBEDMENT @ FIXED LDE BUCK vnDTx-a-31B' C( y' J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) I,,.6 •.1. HEIGHT(EOUAL{RBI � � 1070 TECHNOLOGY DRIVE Bl/a Ovfe: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT)2.3.16/16' N.YENICE,R 34275 SINGLE HUNG WINDOW INSTALLATION-LM '� 05/15/15 ANCHORED THROUGH INTEGRAL FW ': (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- ,'•/A.LMNN MIlL6R.�J=.- SeMa/IlH- Smb: Shad DMD Ns. Rev: STRIP.SEE NOTE 2.THIS SHEEP. PEy r„gy0s CERi.OF AURA.B292B6 SH-5500 NTS 40F 13 MDSH5500-01 A I I I I I t T • I 7B'NO N 7B'NOM 5/16"AlA PVB 5/16"A/APVB 5116'AIA PVB I I 5116'A/A PVB I 5116'FBH SG I 7/16"AIRSPACE \ 7/16'AIR SPACE- 3/8'AIRSPACE 3/8'AIR SPACE 7/16"AIRSPACE 1/8'A GLASS \ 110"T GLASS 3/16'A GLASS 3116'T GLASS 1/8'A GLASS �1 EXTERIOR 111 r(D EnMOR a EXTERIOR <�]EXTERIOR a EXTERIOR T&T9 • T&]6 1 TbTB &iB T&]e GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7B'NO Wr N 7B'N 7B'NOM. 718'NOIA 5/16-HIH SG I 5116'H/H SG I 5/16'HIH SG I 7116"A/A SG I 7/16'A/A SG 7116'AIR SPACE 3/8'AIR SPACE 3/8'AIR SPACE 5116'AIR SPACE 5/16'AIR SPACE 1/8"T_GLASS 3/16'A GLASS 3/16'_T GLASS 1/8'A GLASS 118'T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR i&]B T&A T&TB i&T9 T&79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/1B'A/A SG I 7115'A/A SG I LIT NOMGIASS GLA5 —ES BTMROUGH 1/4"AIRSPACE 1/4'AIR SPACE 78-79 BffETYP. 18 MAY NOT BE USED vATH J-CHANNELSE 3116'A GLASS 3/16'T GLASS 72 74 INTEGRAL FIN FRAMES aEXTERIOR aEXTERIOR I GLASS TYPES 5,7,9.11'. 71 31 t 615 MAY NOT BE USED GJ )&79 i6T8 i EXTERIOR 75 THE HVHZABOVE 30'. PKODUCTRHVISEDi a GLASS TYPE 15 GLASS TYPE 16 n fdia'(& nm°IFn`la A—Pm.Nv/ 0 .03 3B 30 Rh.W. oars 2 iI'mD.IT tYJdZ� .r V1i 1111I: ReWfen: mi Miun'Dade Paodui RaWvd�: Pofa: ReHalorO GLALNO NOTES' '—I�'L7\\\ ��yl���� c 'A'=ANNEALED. r' \J^' D...We: Omen BY P.GLAZING DETAIL 'r"=HEATSTRENGTHENEo " GLAZING DETAILS J ROSOWSKI T=TEMPERED 6 I� �6 'PVB'-BGG0 BUTAC..PVB BYKURARAYANERICAINC. /1: 1070 TECHNOLOGY DRIVE THI.: I Dvfr 'SG'=A90'SENTRYGLAS®BYKURARAYAMERICAINC. •"j N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE I,SHEET2. Ir (941)-480-1600 Ser/es/Modet SrnN: Sheaf: Omelnp Na. Rsr. ,� 'LYNNMLLER PE CERT.OF AM.029296 SH5500 NTS 5 OF 13 MD-SH5500-01 A IlEit99id1 i j I , 4- TABLE 4: TABLE ba TABLE 6: nY�TM• Decign Prennure,balll pneyYnbym uB HvVB DasI1P1 P1a•nure,DslA1 •sryp• Oanfpn Prennure,Delllt SEE a,S.T11 x•Sw Paav®Y•Ym• Pap Onl O14i6B •F S0.0 wW®O°° _ ax]s .SSA/d0.0 WiN.4N1 EVwa. 11.a01 P•InL I•wl BI v•Ee1BSn•B tmO•h•• Cdnae a.sll-11n0 •aJ RI ForeSPFdrwuSB•hv ' m EOaW llba]-tl a0D •aD PO ANCHOR G OUPA 8 FORAND sewaPrNr 1un.tt yv n .mn •u ANCHOR GROUP PAND SHEETS FOR ANCHOR GROUP AND QUANTITY. ANCHOR GROUP AND OUANiTfI'. , uw. xiaase.m .® .xia nsls Eamn. n-xinr .m snrkskca.. SASS-Hate •DSO •md •BSA ano o s�na nm-ta a .m.o -ma . ano 1YM 21-11.eN • -m0 •BSD ano UlvO• 2.1T-]B1I. •e10 -mA HEADER u Ep�W men-:Sete •ma .mA •esA m.B HEADER 23 oBmmax•� u5n-n.Bta •ma -ma .ao ano 23 tt.m-tab10 AOA .SSA -I" �_ 1ua1 m.5aeaaeH •Bna -mA .mn ano e ®ak.,9m�. men•al.sex •ma .mo .esA am MEETING RAIL u amNgP.gea n.Sn.m Ste • •ma .m &tP e MEETINGRAIL 2B 27 mrn ° O 23 Eq— 2nen-mme .mB .mD .mn am 23 r JAMB n.. nsn-mv ma -mDDnaa JAMB r 1An.xi HEGHfBt. u5n-n.ste .me .roA .mA ma a HEIGHT r Cula=Bv ien- •eS0 -� •S.0 a0.0 slaw• t1.m-12 B •m0 - •BSO -m0 -ma •f4D ano 61mwCa14 amt.3n-mSta •MO aBA •NO -Ta0 23 . 23 SILL ' goy nsn-xiem -mA CinanSts ta01i-flare•eS0 - •0S0 a0 •efA a6 i o �.at Bt. • .m0 EvalR• SSbn-nO1B KSO a0a KSD ano r m aun•as51e •esA ana •mn .>nA SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH � LEVEL RI REINFORCEMENT&GLASS TYPES 5,6,7&8 rm�au. mmT-ms,e .eroio -mn .mo a z LEVEL R2 REINFORCEMENT&GLASS TYPES 5 S.7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE auto-xi3a •mB -mD •GSA aB5 (REINFORCEMENTS SHOWN INFIGURESABOVE APPLYTO ALLFRAMETYPES& E.a+n• xen-n.eu w -mD •en .mo APPLY TO ALL FRAME TYPES B CONFIGURATIONS) a assn-m5+e •BSA -mD •R.B m.a CONFIGURATIONS) PRODUCTREVISCD �A.I.eN •m0 •BSB any I wwpIyi,gwfthftFIid, Duil4iag Code SEE TABLE IO,SHEETe FORANCHOR GROUP AI�OUANfffY. Aam—d •'MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 RM��„ Oaf.. RerbM• 6c. +"��e t.,"'I�:.�.,.•�t-: �� hlin,ni)OdO Piadlkl• NOTES �� �'�" peeMpl(orc Dmm By. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. (,(• 6 I.lilt DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE DOH•. OBBN SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN (841)-460-1600 Sde./1!°dek Scolm SMek Dolr7nq NB. Rer. ON THE TABLE. /eq!L•YN II IP.fl b.�'�Sa CERT.OF AUDI.029298 SH-5500 NTS 6 OF 13 MD-S25 9d301 A I I r I r I I tI i - i TABLE 7: TABLE B: iY0• caHleObya eN,R•'W OxtpD Pn•mn,nM• Devpom lwyan se H.q• D{{bnPMlan lh•w w,+e 11e n•. s.w•mw,�. fwa.DD tm twH Iaea.®wsma• laam oa An no Hw't„« wyaslw.• a v.lxe EaeHW •AAmntao.m0�1 -ltnn n�1100 n Ox 410.0 a 0IN•m0 40.•ro - I,H. lN}�taam♦ 11n0.mA•1 0.1160•m 0-im.D•R nmo.RI-1+0..•]n H. xe Eauawe4 -taAiO . A-110.0.R +RO-t1a0 M ®E@m0•W I1.Ser-Ila1• • 0 n1a0•I D•roA.H..a H0.0•)J.0-1f0.0•r0.0 4111•)a0-H¢o n+- • -H..•MO nlaI•RO-1ra0 -H_ • 0 41Do•m0-HID•>0.0-1 -.1-010 n D-. 0•r¢0-1 0-II -'I'D ano.12 HEADER 6 Talat M H.- .AO d .•m0-Hall-0-1 Tmal�n MSn-MxBI •R{-11¢0 no.0-110.0•70.0-HID•R0 n160•)0.0-1+0.D M.-t+an•ro Tm 1Ytn5iec5a•0• x0.051-MA11 nao-11n0 n0.0-1 •lee-+ o nao-1 25 Ew +]Au+e]-Am] . Ewan• nao-1 lln.nAm •AA-1 51«e«aPlaDw nno-11a0•m -11D.0•mo. 0•RO-f •]QO-uno•m0-HIO•]60-0100 e +19).+abm .mD H..•R 11a0•RO n •RI-nno-I-HID•m..m o-M! xlAn uno.7.aao •rao aao •rao aD.a n eea n.aN D.nno•mo.� maamee•- -n!w iD.e D •mo-Imo nno".0 nno 11n0 rao nao rat Il MEETINGRNL WNTn09• Man•MNO• -nno.R mm.-Ho - H •mD-1 •m0 n •R{-1 NOA-tln0 a0.0 nlo.o•70.0.1H.0 n01-t u u Egnllt• Rs1].Ms15. -1m.0+m.0•nn0•m0.H.•m0-Ho. M E001H• Mau-bA1e nno nlo0•RO nm.0•m0-110.0•RI n+DD n6o-H¢0 a0.0-tR0•ro.0-Imo-1-010.0 27 RNe nao.m.o.1 no ma ram•ro.D alo.o Nra.mvsmw lase-roAte •iao-nno•ro.e-nno aao nmo•mo-una n¢o nlo.D a lo.o•ma-1 sa,w5sp. usn-mme•m Do mA.n no.uno.mo axiD n mNr-Hate •mo•++no iaa-H.. Hao ro.a-uao D-Hno u a-no.0•ro.o-nno BMeaal 1tOR•Ilete+m -110.0•mo.H..noo n01A•m0-IOr.O • 11 -Hate 60-IIU.O rao-HID nno 0 m.D-HL. 0-lrao n0A-mr.0 N¢D-0a. ° O T04 Neel-ffi!H "I.•Ro a¢0 •mn a60 0 a0.0 wflel Otaal-xelH •1a0-itnn•RO-11¢0•AO-H..•R D•ro.0-H0.0•i - Ro- - aao 25 Cmq. Men.31w • OA•R1 n •AO n1a0 ,G MSV-]fAp 0-Hoo•m0 n 1•) nno•>0.0-1 0-H00 n40 n1n0•>a0-Ilan JAMB E«1tl11a Mltr-M6m •m0 elm•m0 d100•m AO 110A FAea51• MSH-x6em m0 .100 RO-nao m0-Imo•rot-+ton•ro.0-+ ano I.•RO.-I EXIPJOIr SASH u 11An-M5m •AD-ira0•m 110.0 n a0.ma 41DI ae mM inN/-Mltt •11.-110.0-,1 4%.•m0.Hao R{-IlD.O +IaO 0 Nn0 n `(� HEIGHT •)¢0-1 n-11n0 +lsn-.tAm •)n1-+fo0•ro.0-.10.0 nno-n0.0•RO-f 0-nn0 V Hn0 N0.0-t mNr•il6m •AO-tmn m0-nao.m0-HDO.m0 nm.0 Namn she tzsH-tu+e •mo-noo-D-tmo•ro.0.Hao•mo-HDe•mD nma a -no..•i¢o....0 SECTION DETAIL FOR plow It-n.D. 00.4-•roA-uno.rao-+mo•mD.uao Nmlun n.m.mte •ino-III DI nao-f1o.D nno-nno-I-uao•rD.e-Hna.ino-voA•ro.o-nao•laD-nao WINDOWS WITH p m,I axm-m .ron-na.a aao•mo mo •roe.mA 1a.,t nA9-DAxe •RO•11¢0•m.-110.0 Q0.0-Hn0•RO d1a0•m.o-nno nno ana •mo azo nao ao.o d9 .wnran.y M r.mn 410A.mo-ua0.mo.tmo.mo-Hna � a.e.ac.e.{. MN)-xxsar.rae.Imo.m.D-uo.o aao.1 -nno.ma-una nno.11n0•ro.o-H....rao-nao LEVEL R3 REINFORCEMENT 25 EpYR. esv-m.am •m.o 41DD 0e-Hno.ro.o.n0000.m.o.1¢o g Ewan., ano-:ame mu-uao•ra.D-nD.o nD.O-++no•me o•ro.a-noo.mo-HDD•ro.D nra0•m.D.Hao g GLASS TYPES 9-16 p N,la,•sp. n MNO•mo-Im.o a. una iaD ma.una ma•msa MSH-m.eH nmo•)aD-H0.0•Tn0 nm0•man uao a D a0 Na0 n nc.o-uao SILL a>m el„HNnwiw nAn-m.6m •mn-1 AA.roA-110.D•roD ntno Hna-f acAS maAwvm!•« n.5n- 516 •lee-t m0.D ¢0 m1 0-HID•rao-noo•me-t (REINFORCEMENTS SHOWN IN U Ill.]-.Isle mu-.m.0.m0-H.•m0-"IO•RO-f m,ep. 0-110.0•r -H0.0•R0-nno•m FIGURES ABOVE APPLY TO mmnap. •mo•.MO•ro.o-I+oo•i mN]-tuts • 0 aao-H"•mD.Hno•ma•H.•m0 Atnn•>n0-noo•ino-mno•...-Hu FLANGE BBOXIEOUAL-LEG 5m5wt 11An-Rem•R¢6 a nme•i An 4 n.-rune • s-Hoe•A D•mD-HaD•mo ntao-n -Hao FRAME TYPES ONLY.ALL T•hY man-n.aR • •Ra.t )Han-n.Na •m0-HD.o Na0-t 0•mo- a a0.I-1 -nao•mo-toal CONFIGURATIONS APPLICABLE.) eivWlCe54 l4at]-M610 • 1WA•RO.+IoO•AO-1 00 RO Inn etwC«a 0.5tA HSn-]6lH •ro0•t m0 ! e Ea°mu MN]-N.sle A nmA n-1100+raD-+IOA•RO-1ra0 Ea a RSH-01Am . R. -f n0.0-�{H0 -11 BIP1W Rea +m0 n+0.0.m el,maa'_ Man-N21{ • 0 ratan•ro 1ta0•A.0 n 0•r0.0 nmx 5i Rbt]-MNn• o.H..•Rn 11. tmn ex R51{ •rao-Hao• D-1+a0•] 0 R0-. 0•ro0-HID a0.0-IH.0•m0-HOD•ro aelm64. 1]51]•PNO•rao OD R0-11n0•m. H.• 0-nno 9¢. 51r-All6 •rao-110.0 70.0 110. r 0 tin0•RO-1110 ro.o-HID n00-it" ro.0 m. -� nntmn6he Ileli-n.a15+rD.O.1-•M0 4110•m0-1 m0-1xi0 m6p• 115.)-1rA1{•rao 41n0 a0.0.11D.•rao-nno•R0-ma0•ro.0 n02e n0.o-Wo.e•RO-m¢e ommsp• ta0n-trim•roA-110.0•mo•nao.mo.t .roD.1 ,mea• .Ale ano-ItD.D.ro.o-nD.D nao-mea nao.tRr•ro.0 s).. aao au •ro.o au GLASS TYPES BTHROUGH eme.H nAu-m.ne.ron +R0.nao.mo n -++aa nao •mD a.D aaan.u.5u•mo-1 - D HaD-nD.a•r 18 MAY NOT BE USED WITH n-s.ste •mo- a•mo nxiD ma-uno•mo.1110 M.mo.n•mo•nao•mo-H¢D•,1.n+ao•me.mai-1 aaa FIN J-C FRAMES EL OR INTEGRAL �E°NNa 5nitl->9lfe•ro a•RO•1100.ro0-Ha0•RO.11¢0 FwaG• Seen-]ante nno•110.0•rn0-++40 n0.1.11n0•m0-11n0•ro.0-1 a•m0 9 FlN FRAMER A 5xen-Oe.Ne.An ro Cuaemap, ]2elT-xsam •rao-H..•)0.0-110.0 nno- 0-tlnD•m 0-ma)n l r. ..F..a,. •RD.1 •ma-t .mane•. x •Ro-1 espy .um.m a•mo.+ am.msv o.nno•RD-nao•me- nao ana •rao aaa •mo aAa o•me.t D.nao •rao•tmo•R a•10e w o axe •m0 nl A.0 o•ma 41¢0•m.0-nao I,- -+tao n -HaD •n•ro0 41..1OA •i0.o ana•m0-nao vat msle . -H.-tez w.D •]0.0 ann •ino fat •r0.0 a PRODUCTREVISED I1D.D.1D.O-H¢D•m o ntn0 n-H...•r axe aa.0 ,mplyiS,,ith the Flod& SEE TABLE II,SIIEET IO FOR ANCHOR GROUP AND QUANTITY, SEE TABLE II,SHEET IO FOR ANCHOR GROUP AND QUANTITY.o maHoildiDB Cad. ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.108 •'MIN.SASH HEIGHT=WINDOW BUCK HEIR A.ap1t",neT 0 It'.I�i:;; RrvhM BY: Dine.• R{v4bn: 's t Hama*owm rloe¢at ..,I'::.: �. RY•HM Hy W. Ovrn ReWsbn: NOTES: ``_ �- Ij USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME, DESIGN PRESSURE TABLE J ROSOWSKI�'.0 ! Iu l�] O I b 1070 TECHNOLOGY DRIVE TNc Dora: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ...- (841)-480-1800 "�:r..�...:::...:... Serfea/Aladet Smb: 8haet• OmaHF ND. Bar. ON THE TABLE �A:LYHN1.di 1 EH�P.6'•` P.'E.$AayOi CERT.OF AURL 828296 SH-5500 NTS 7 OF 13 MD-SH5500-01 A I ��mm MIN �DgoDgoOgoBgoOgoOou go go go go® go .-Do ug0go so go goonoonnonoonoonnoonoononnonon©00000000©no©nnnoononnoonon©nonn000 0000©oon00000000000000000©00000000000000000000000000000000000ne ���onn0000000nnann000000000000annannonno©nonna000©oonoon©o©no©©oon �00000nnnn000000000000nnonnonnnnnn©non©000©©00000n000©©000©©©non � 0000noonoonn0000 onnonnonoonnonn0000n00000000noonnoono©no©no©© 0000000000000©oo� 'io©0000000ao©0000©©o©0000000000000000000000000 � n000nonnnnnnno©000nnnnnnnnonnnnnnnonnn000000000000000nnn©nnnnun ��©000©oo©00000000000000©000000000000©000000000nnonnnnnn000000000 m�nno©noon©onnn©©©©000©©©00000000©©©00000©nnnnnnoo©on©©©©©©©©©©©© 0�00000no©©o©00000000©0000n00000000000a000000000000noo�on000000000 ��000000nnnn000000000000non000000nn0000000©nononnonnn nnnnn000000 ��0000000©©©©00000000n0000©©oo©0000000000000000000000000©nnnnn000 ��©000nnnnnnnn©©00000©nnnonnonnonn©000nnn©©©©nonnonnnnnn000000000 ��o©o©000000000000000000000000000000©0000©000va©00000000000000nno s��oon©00000©©000©©nn000000©©000nnn©©non©nn©nnnnnno©00000©00000000 ©00000nnnnnonn0000nnnnnoonon00000©©©oon©000nonn0000000000noonnn o©00000©o©©©©o©©00000©©o©o©000©©©g SHORN 0000©o©©oo©©©©on©o©©o ©oo©oo©n©©©oo©©©00000©oo©©0000©©©©©oo©©©©©�i�°o©©oo©o©©oo©©o©©o©© Bonn 000000000000n000000oo©©n00000000©©©�©oo©oo©o©00000000000 s��noo©00000nnnoo©nn000...nn©nn nn00000000o 00000©000nn000000000 m�nno©nn©non000©00000©©000©00000©o©©©nnnnnn©©oo©oononn©00000©©000 0000n00000000©©o©©00000000000©00000000000000000000000nonnon0000 000n000000000000nn0000000000000000000000000non0000000©o©000©000 ..nnonn00000000nnnn©no©©00000000000©©00000nnn0000000000©©nn©00000 ��0000000000000000nn0000000000000000©0©000©©o©00000nnnn0000000000 -��00000uo©000©000©00000©no©©000©©©©©nnnnnnnnn00000000n©©©oonnnnnn ��000n00000000u©©oon000000000n000000000000©0000000000000©00000000 ��nn0000nnnnnnnnnnn00000000000000000nonnnnnn000nnonnnnnon0000000n m�nnon0000nnnnn000nonn0000nnonnonon0000000©©noonnonnonnoonon©onnn ©oo©oda©o©o©o©©o©no©©o©oo©©oo©©©00000©o©o©o©000©00000000©ePi©©©©© ��nn0000nnnnnnnnnnnn000nnonnonnnnnnnnnnnnnnonnonn000n o000000nnnn ��0000000000000000000n0000000000000000000000000000000000nnnn00000 0000000©0000nnonon0000000©000©000noon©oo©©o©00000©ono©00000©o©© s��000000000aon0000000000000000000000n000g00000000000©000000000000 m�on000000nonnoononoo©00000noonnnnnonn0000nno©oonoonn0000000000nn ��000000000000000000000n00000noononnonnnnn000000000000000nnnonono ��noonoonoon0000nnnnnnn0000non0000nn0000nno©on0000nnnnonnonnonnon ��n©o©onnn©00000©©oononnnnnnnnnnnnnnn©0000©onnnnnnnnnnoo©onnn©non ��00000000©000n000000000non00000©oo©000000n0000000000000000000nno ��0000000n©n©00000000©00000000©oo©©o©00000000©oAa0000©000000an©000 ���000000©no©oog000000000000n00000n000000000©oonn0000000000000©000 ��onnonoonnnoo nnnnnoononoononnnonoonoonoon©o©oon000nonnonnonnnoo onoonoonnnnn0000000nnnnoonoonnoononn0000000000nonn©ononnnonnnnn ���00000000nnonoononnoon00000000noonoonoonoo©on000000000nnonnnnoon NO •IIIAUE HUNG -• • WINDOW • TABLE 10: An11n)—RamdnMlatl 2T WIb AientmyB .+„b OWIu I—I wwN'Nlm JTWW�Wd. n Mn.Arcnao.G.aryWgror pyipl •iHmupHinmMlnit3Ngon � y�y -Wepr51;N•Naheatlon ml1Tw. HaeaaE,ln 5 S g 5 Q 5 " m 3 b 5 gg g 5 4 3 pp a 5 99 aad.°I),.a m>aHolordl 318Md1 a� E 4a � P a 4 a $ � � � m � m � � a � � m 2. Eaaln. n81 2 1 + x 2 2 , R ! , 3 3 ab�m'OOdW XSn-1iv9 1 1 2 1 2 3 3 i 2 1 1 1 1 9 R 1 1 1 } 1 1 1 1 1 1 2 2 H EyYHr D�-Ilse 1 1 1 1 2 2 1 1 f ++ 2 1 + 2 , 1 1 x 1 2 2 1 2 a , ] x 1 2 x f f 1 1 1 x t i 2 1 2 : I s , I 1 1 , : i t i x + 3 x 1 1 2 2 2 eb�me2fa21uw 3 I 2 1 9 x x 2 2 2 2 2 1 3 1 S x T i t ] 1 2 ] Hen-HHfi 1 2 1 1 x R 1 1 2 1 1 1 1 9 ] 2 a 2 , J 2 1 3 2 t } 3 1 z 2 1 2 1 1 ] 1 T 1 x } 1 1 2 + 3 2 ] 1 1 3 1 ] 2 R 2 2 1M1'E-I. 17 -HID) 2 a 1 2 2 2 1 2 2 1 4 x 2 2 2 2 x 12 2 2 2 1 2 2 ] 1 1 2 z 22 HSm 11— 115+1-17- 2 1 ' 1 x R } 1 3 2 1 x ] a 2 2 2 x Y 2 4 R ¢ 2 x 1 2 2 x 2 a : : x 2 2 x 2 2 1 2 : f 11 1 + 1 J 2 1 1 3 1 1 1 i 1 3 4 3 1 1 2 1 2 1 f 3 1 3 4 3 Y E ] ] x 2 ] 3 1 } a 3 1 x f 1 a a x 9 J 1 1 1 1 : 2 1 2 s x a x i l x 3 1 3 1 1 3 2 2 3 a : 3 a : i ] 1 3 22 ] 2 n-Hs6 2 ] 1 3 2 a 2 2 f 1 1 ] 2 2 3 i t i x ! ] ] 2 ] t f ] 2 3 } ] 3Hs + 3 3 x 3 x 2 3 2 : 3 2 x l x ] 1 1 x ] 1 i x 3 2 2 2 T z 2 2 n.5n-H310 11 4 3 Y a 1 3 3 2 i ] ➢ 2 3 Y S a 2 II f Y 2 1 + x 2 x } ] teen-D.51a ] 3 32 1 1 ] 2 R 3 2 P ] 3 3 2 1 ] } 3 ] ] 3 2 1 1 9 2 i f 2 1 3 i 2 2 I 31®-8m1 S I 1 1 3 1 1 3 R 1 1 2 1 32 1 1 2 2 1 3 x 1 1 f 1 3 2 1 3 1 2 11 9 1 86D-M.N2 x l z a 3 2 3 f i 3 ] 2 1 3 1 2 J 3 ] 1 2 6n222fapfl 2 ] + 1 2 2 2 1 ] 2 ] 9 1 3 1 2 3 1 ] ] 2 2 3 3 2 ] 2 P 3 2 1 2 2 ] 2 ] ] 1 ] ] 2 3 EavV111 T ] 1 } ] 4 2 3 ] ] 3 1 J ymnglM ] 4 1 ] 3 2 T R 9 3 2 1 3 2 1 ] } x ] ] 1 ] 2 1 f 2 ] ] 2 P 3 x 1 J 1 1 3 x 1 S ] S 1 3 ] 2 OmHneW Neil-Hell + 3 2 2 3 2 P 1 2 2 3 ] 1 l 2 1 3 1 a z x 1 1 2 3 l ] 2 2 1 3 2 1 3 2 x 3 1 2 3 P 2 f T 3 2 3 1 3 3 1 3 ] 2 ] 3 1 x 2 S 11 Dale 1 2 1 2 2 1 2 x ] ] a x I x x 3 x 2 3 ] 1 ] i t a x i S i S 8231-age I J I + J 3 1 1 , 1 x 1 a 1 1 1 ] R 1 3 l 1 1 i 1 ] 1 1 3 1 1 ] ] 1 1 P 1 ] x 1 3 3 3 �f<Slpo - x ] 2 2 3 3 I 9 2 i ] ] J 2 3 2 1 x Y a x 2 1 2 2 1 2 x a x EaWlte H5R-8ffp 2 3 1 1 3 1 a 3 2 23 3 2 2 2 2 2 3 1 ] 3 1 2 3 1 3 f x 2 3 ] 1 3 2 3 2 2 3 2 2 J S R 3 ntlomlaa HSR-21ste ; ] l a ] ] 2 2 2 2 1 3 ] 2 ] ; ] t a x , 3 1 2 ] a ] 3 ] 3 3 x 1 2 3 1 + 1 2 2 3 } 2 3 1 R ] 2 2 3 2 51MSagW1W 9.Sn-theta 2 23 9 1 2 3 1 ] ] t 1 1 2 a 1 3 x 2 ] 2 2 3 2 2 3 a i 3 x ] 3 2 3 plpn94a -nAta ] ] ] 2 2 3 2 1 J 2 3 ] 2 3 x } 3 x x 3 } ] (lrnep. use 3 2 1 3 x z 3 2 z 3 2 1 3 l ] ,xsn- 1 a z 3 x a x 1 x ] x 3 1 2 + 3 a + 3 x 1 S x ] x x a a 2 3 3 1 13 x x l : x a x x 3 a : 1 2 2 a > z x 3 2 2 ] 3 2 3 3 t 23 ] J 1 3 iH3H 859--1 1 2 2 1 1 2 2 1 i 1 ] 1 1 2 l 1 3 1 2 1 1 z 2 1 2 R ] 2 1 1 R 1 1 ] 1 x 2 1 3 3 2 1 2 3 1 1 R 1 + ] I 1 3 3 1 1 2 3 1 2 3 1 x 3 ] 3 ] 1 ] 3 1 ] ] 11 3 2 ] I J 2 Egl4a� 86R-8sp ] 3 ] 1 1 3 3 ] ] ] } 1 ] ] 1 ] ] , 1 3 3 3 ] ] 2 x 3 3 3 + 3 3 1 ] e T ] 3 3 ] 3 2 1 ] 2 3 ] ] 1 ] ] 1 3 ] a 3 ] 1 2 ] 3 2 3 HSn-8.fi,e ] ] 31 2 ] 3 3 ] 3 13 ] 3 3 3 ] x 1 3 ) 3 2 ® ()manmi3W H90-H519 32 13 R 1 3 1 3 ] } 3 3 1 R ] 2 2 3 32 ] R I ] R x x } 2 1 J 1 i 33 2 x J x ] 3 x asn-Hs1s ] S 1 I x 1 ] 2 R f 1 ] ] S T ) ¢ ] 2 3 x P omana9l a x 1 a a 1 3 z l a a , 3 3 z 3 2 2 3 x x a x ] ] 1 ] 1 1 a 2 x a 3 a 3 : 2 ] z a Olmn9H1 1 1 ] 2 x I x ] 2 1 3 2 1 3 3 ] UW&UM 1 Y 1 2 1 . 3 I S } 2 3 I x x 1 I x 2 1 1 2 1 R : f 1 asn-8510 1 1 T ] 1 2 a 2 3 1 4 1 3 1 1 1 1 3 1 3 1 2 3 1 x 3 1 1 3 1 1 3 an4Re 8fi4-eSta ] ] 3 2 3 1 l ] a 1 2 x 3 ] 1 3 13 2 } 3 3 9 ] 1 ] J 3 f ] ] 1 l 1 S ] x 3 ] 1 ] 3 2 ] ] P ' R 1 a 3 J 11 ] 1 3 3 1 3 1 2 3 2 ] 1 3 ) ] 1 3 J 3 1 J J 1 3 ] 1 ] J 3 3 Y ] 2 2 3 3 T H5R-8sa ] J 1 3 ] 1 ] 2 ] 1 1 ] ] 3 ] ] 1 3 3 5 3 3 3 ] 3 3 ] x l ] ] ] 1 f 2 85n-Hsa I f + 3 z ] 2 1 3 ] ] ] 1 3 x 1 ) 2 3 + ]k2l. ] 1 ) 3 2 1 ] 1 EmIH1 8Sn-nb1 1 J 1 ] ] 1 1 ] 1 P I 1 1 ] l 9lweH1 1 ] 1 2 1 1 ] 1 1 1 2 1 3 1 1 J 1 1 ] 3 I ] ] ] 2 1 1 3 1 13 l x I ] 2 1 3 3 2 1 PRODUCT R6V13P.0 1 f . S I . + 1 1 2 1 1 f a ,Along SIIlh llm Flmida SEE TABLES 5 b B,SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE.1 3 ' RHild'mg CHd<16.0 14.�3 "MIN.SASH HEIGHT I!WINDOW BUCK HEIGHT-5D.136 AceOmnm No Yalion Dala Re211ad 6Y• Dafe: Ravlalore M�emi ade l'ladlf NOTES: - RaWed B1 Dals: RaNafan: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED_._..._'TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. IIIIIF—II,II 1`�\`yI,/\y/1�7���II`I}�'IIIII— 2)USE THE ABOVE'MAX ANCHOR O.C.SPACING.......... TABLE FOR ANCHORS INS TALLIED THROUGH WE INTEGRAL FIN. IN f6 :„;;- ANCHOR QUANTITY TABLE J ROSOWSKI 3)FRAME DIMENSIONS ARE BUCK'MR--MEETING RAIL ' 1070 TECHNOLOGY DRIVE NO.: 031A. N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 06/15/15 4)FORSIZES NOTSHOWN,ROUND UPTOTHE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE (841)-450-1600 /)"/� Sm1ea/flodee Swlr. SImaE Orvaln9 Na. Rer 5)REFER TO TABLES 2&3.SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LV2It)MI[I P.E CERT.OF AURi./20295 SH-5500 NTS 9 OF 13 MD-SH5500-01 A REN Nn0.5 TABLE 11: _ _AmaarWrnlllae Rr9atea forma a Icwu1 Nue'nnr xnw Y'WI2r A—A P�D a'N-er M W4 a>•wo a Wb M _lv ma v e'wee a aws •Tluoaaninmr•InIWMBon xVA°' aNA°• aom ara � r A.n a� ��• am asa � I�ma ex�ve wn frm am an Im f..r aea� � a.e GLASS TYPES 9THROUGX v..en•• c x a �mQ . c 3 a J S` ` g Suv e § 'i6 MAYNOTBEUSEGRAL m�kv�m myt.i Enn laye ( a a p 17 a � ( 8 p p F S e p p e y a p J-CHANNEL ORINTERAL alp ihmnow. a.wa) 3 S Y m $ 4 8 7 $ 4 8 Y R 8 d 4 TIP 0 FIN FRAMES I•vaannn.--faI1ai a1mN 2x a ] af t 1 1 1 t2 2 1 2 3 2 1 3 12 113 2 1 p • 2 x 1]x 1 ]x 2 7 2 f2 a xax 2 a SneE_PeWe�fNdl n.. ,y a i ]I 1 1 2 z 2 1 t 1 Emela 1 a t ] a g a t 2 ] ] 2 t x 1 a] f 2 2 a] 2 1 Te 1 2 1 �a' 2 2 . f 2 2 x • f E IPuanIDa a eeawu•.mmEmEEe�pwmyaatleWehyca6Pnamw1b¢�rae.rw1q. uen-uen 2a 2] 11 a x a — 2A. zman a 2 1 v 2 2a22a22 a 2 f 2 1 a a z 2 a 2 2 a > f 2 a 2a a z 1 a z2 aa1 21 22 a1 2a 2 a 2a 2 2 1 2 1 2 1 a a 2 a a 2 2 a 2 1 1 x 2 I x a a 2 a • 3 I2 f a 2 a 2 a s 1 • a f a 1 1 2 x I a ] s 2 1 2 2 E 2 2 ; 1 2 1 ; 2 2 a a 1 a f a 2 a 1 ; 2 2 a 2 t 2 t 2 1 —2 f 1 2 a 1 a f : t a • 2 2 . . a 1 a ;o x PRODUCT RavisB0 I IM+nx With MF Wf{Q SEE TABLES 7 6 B,SHEET 7 FOR DESIGN PRESSURES WHEN USING 22 s f 2 RoiIJn�D Cada '•MIN.SASH HEIGHT WINDOW BUCK HEIGHT-60.138 Acapmnm Nn)(O'er I ff� taPln Oolt �f.Q'1(j -. net.m Itnde PmnmL NOTES: fteWeaO BA' Date: Rerhfon: 1)FRAME DIMENSIONS ARE BUCK.%M'=MEETING RAIL 2)FOR SITES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ONTHE TABLE 6��Y !6 - ® ANCHOR QUANTITY TABLE J ROSOWSKI 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. - im TEOHNOIOGY DRIVE 7R/e: Dafr. H.vENIDE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-MO-1600 sat../Tree c 5cas. sn..c D2a.rnv Ra. Rvr. a`t,aIi P'Z CERT.GFAUTH.029296 SH-5500 NTS 1 10OF13 MDSH5500-01 A PED 68105 I 3500' 3.5Gr 350P 3.505 .06r .06r .062' .06r 1 A83' 1A8r 1A87 1.4" .075---►I� .060' i-ri 1.164' S, 070' '625' JGNNNEL FRAME '62S FLANGE FRAME FIN FRAME EOUAL LEG FRAME ,,B, }T t �131V O HEAD/JAMB r O HEAD/JAMB 1.375 O HEgplIAMB 4O HEAO/JAMB LIGNT SASH I 25 HD SASH 1 I i @REINFORCEMENT OREINFORCEMEM 3.493 3.48Y 1 3Ae3---{ 07W—�{E- 1.16r f-- ���- 3AB3' .067 O(f.08r O I .062• .7sr V17 t.oar III^\—'F'1I TTTT''' 1.331" ]_ '— —.t3o• rjr 2.444• �D 2A44' 1AM' O STANDARD F+.- -� M M iNG RAlL o - 2.dI4T lO REI HOARD OM o � o �oOO 1 26 REFNFORCEMEM 27 . 1.3TS O FRAME SILL O @ FLANGE 1.3� O SILLFIN FRAME EQUAL LEG T- O FRAME SILL FRAME SILL FRAME SILL 1 i I F�—►�I�����-{����'u'7r T 1215• 1.375 2.tOS 2176' r t.47r 1.666•�{ 5��.050' A77' I � .OSS�-IIY�IIT -�7 1331' I+- -+I 7.000' I+-- } A60' �'070 .070' LIFT RAIL BEVELED 14 'MEETING RAIL 10 SASH RAIL 77 CO�� I iS SCREW COVER 19 IIFT RAIL NTERLOCK O INTERLOCK COVER 27 INTERLOCK INTERLOCK CK COVER _ FRODIICT REVISED ' unnplying w11h tlm FIMEe wrilJing Code Attcpinnrn No)b'� )¢•Q� lirplmf nD9e rjQ� .�tl ' .....1_ RaN.aJ er Dma,• R..;.ro�: Br �J� (r-� _ •r L::.r�• Mvmrl lndv lhoAcl Cagry{-\ .775' V .754' �.750' � - � RMeeJ By: Gala Rnlafon: I i M°; OLAMIIG @EXTRUDED @ROILED - 6 I`1�(y .' = WINDOW EXTRUSIONS J OSOWSKI 72 BEADING 81 SCREEN FRAME SCREEN FRAME ,1;;;;_•.; 1070 TECHNOLOGY DRIVE DOe: Dab: N.VENICE.FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Sertae/db4M Swle: SAsaC pnilrp No. Rar. CERT.OF AUIH./29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A 1 I ' I TABLE 12: TABLE 12.CONT_ SILICONE #O:A-M ELTBUTYL BIII of Material BIII of Material,mnl STRUCT SILI N PartA D—riptlon Material H Pelt Is Description Material STRUCTURAL 1/4"NOM. 3118"NOM. 1 62010 SingleHung Frame ea &Jam - ante PVC 4 20197 0 ock Meehan m CSleel POLYISOBUMEN 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast ZW WrrH DESICCANT DESIC3 620103 Single Hung Fmme Head&Jambs-Fln PVC 47 720195&6 Auto Lock Caen Assembly Cast Zne EXT.GLASS EXT.GLA4 620104 Single Hung Frame Head&Jambs-Equal LeglBox PVC 48 76XIISOPTX Ne X 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5620105 SHIDH Frame SIII-JChamel PVC 49 720200 Auto and Sweep Lack Keeper Cast Znc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X14PPA N8 x 314"PH.PH SDS(Keeper Screw) Ss 620107 SWDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASSGLASS 8 020108 SWOH Frame Off-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 141 620131 Fixed Meeting Rail PVC 1 53 7634PHFL q6 x 3/4'Ph.PH SDS(Comer Key Screw) SS KODISPACE SUPER, 16 620129 Sash Rail(Sides,Top&Bottom) PVC 541 420183 Tilt Latch PVC re 4SG TPS SPACER®NXTT" 17 820134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 1B 620133 Sash Slop/Screw Cover PVC 58 720207 1'Tilt Latch Spring SS 19 620156 Pull Rail Interlock BOOS TS At 57 420186 Plastic Tdl Latch Finger Pull PVC ALUMNUM 20 620144 Pull Rail Inledock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLylSO- DESICCANT FILL AREA 21 620167 Beveled Interlock 6005 T5 At 59 420180 Phol Bar Corner Key PVC Btn1 S E 5116"NOM. 22 620146 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/i6'NOM. SEAL SILICONE SEAL 23 620160 Ught Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Hndo Cast 21. p �AANTT ROLL-FORMED 25 620152 HD Sash Reinforcement 6083 T8 Al 64 .1. Sash Pug Harafle With Latch Assembly Cast Znc FCAM STAINLESS STEEL 28 820153 Standard Meeting Rail Relnforeement 60G5 75 AI 65 7834FPT H8 x 31 r Ph.PH SDS(Pull Handle Screw) Ss EXT.GLASS 27 620154 HD Meeting Ralf Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip..187-x.270'Fin Pile 67 7856E 1#8 x 5/8'Ph.FM SMS(Strike Plate Screw) SS 31 6Q300 Weatherstdp,.180"x.300"Foam Bulb Flex PVC 72 720135 Laml I.O.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbed6rg,GE T700 or Dow 791 Sill— INT.GLASS j NT.GLASS 33 61825 Weatherstrip Plug.220"Finseal 75 71646N SeUUg Block(7/8"x 1'x 1184).85+/-5 dum. EPDM 35 76X1MTTT d8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extreded Screen Frame Alum DURASEAL© XL EDGE. 36 7BXrrHPX g8 x 3"PR PH SMS(Meeting Rail Screw) 41O SS 81 61011 Roll-Forced Screen Frarine Alum 7a SPACER 7e SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 TO At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Wee Hole Corr PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Comer Key Without Pull Ring X2 PVC 41 d8 x 3la'Ph PH EMS(Con.Fame Balance Screw) sS 85 7CASPM Tension Spring SS 42 Spiral Balance 68 61Bi8C98 Screen path Fiberglass 43 720205 Spiral Balance Shoe f4ylon 87 81835/81814.140"Screen Spilne(MecMrrelHaM Railed) Varyl 44 78X114FPAX 98 x 1-114"PR PH SMS(Spiral Balance Screw) 410 SS P art Description Material KDmmeding 4SG TPS Spacer System PRODUCREVISE0 Quanex Super Spacer nXr with Hot Meg Butyl See this 11 {� pa ^I�rol�Cn Ih fle Ftmld.3 Quanex Duraseal Spacer Sheet hr Materials EaPl,n n^ �21)Cardinal XL Edge Spacer R.vr,ed ar o.a: R.we+om REFERENCE TEST REPORTS:FTL-677,896088970 JR 05/05/16 A)ADDEDSPACERS B mroo.I mo r++wwl R.de4% or+c Ireaxos, I � I D.—Ipff- ore.a W. BILL OF MATERIAL(BOM) J ROSOWSKI 1:I�6 1070 TECHNOLOGY DRIVE nua NOTES: •., I,;:,\?•'.:r?> N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 -,, (941)-480-1600 saM�edeC Swh: 6Aeet Oro.Ap Ina 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE ,�r�IAr 4�rr=}tit7u+:FP 2)REMSY6.73,16,24,2e,29,39,39,61,62,6&71873 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL x�ros lxar.of N1nL B2e29e SH-5500 NTS 12 OF 13 MD-SH5500-01 A I I � it • • I i OPT.SWEEP LOCK p 46 48 OPT.AUTO LOCK \ 18 20 47 57 OR 68 48 51 OR 52 T 1 p o I 1 ! 45 55 p a • ,may OPT.PULL RAIL �*� � l 22 'I 82 ORO III till) 78 INTERLOCK 1 p ! I �`III!)IIIII'HIII COVER i• 56 p o t 1 O 87 \ 86 �'•, o p \, l i 35 BEVELED 1 MITERED FRAME WITHINTERLOCK 21 IMERIORANDEXIEHIOR 76 •o BCOVER 18FRAME WELDS54 72 X4 \Ar 72 X4 16 53 .�.." 50 _ 1 60 OR(H) yU 74 A'T�p�`•� 49 \ 60 OPT.PULL MANGLE ASSEMBLY •• 84 WITH LATCH -\ p 1 DETAILS ���YYY777 41 \ 40 CONSTAMFORCE d, \ i6 2 0 83 eALANCE OR \` OPT.PULL I .40 R@ \ 42 43 SPIRAL BALANCE HANDLE p 63 87 7 18 VVV777,,, ll MITEREDFRAME WITH SASH —INTERIOR AND EXTERIOR \ 3r ASSEMBLY FRAME WELDS fie - DETAILS ` / '�/ EXTERIOR 53 '. 59 '� .•\ PRODUCT 10iVISED '_'— 77ACHE6 O -_..._... 53 40144-03 :m C)uilJjnB C1naxpmnceN A,—,FRAME Raelv4 6lASSEMBLY Ib.DETAILS ` � 9e.cHPuwc wain er EXTERIOR\�� - )y�6 ® EXPLODED ASSEMBLY J ROSOWSKI NOTES: � \� :..:. 1070 TECHNOLDCY DRIVE W.: Ov1e: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ..•�7.g?".•'..;>,•` N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05l15/15 2)J-CHANNEL FRAME SHOWN,PARTS A 1 8 S.OTHER FRAME TYPES APPLY. (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 687. `�'/];'1-1 Serlee/YodeF. Scale.• Street Olawln9 W. Rei: 4)USE ERHER SASH TOP LDCKS OR SASH BOTFOM LOCKS. A:LYNNMILLEF7,PE CERi.OF AUfH.82929fi SH-5500 NTS 13 OF 13 MD-SH550D-01 A P.EA 56]OS NOTICE OF PRODUCT CERTIFICATION Gt=p Company: JELD-WEN Doors Certification No.: NI011233-R2 3737 Lakesport Drive Certification Date: 08/14/2012 Klamath Falls,OR 97601 Expiration Date: 08/31/2020 o ^ Revision Date: 05/16/2016 Product: Contours Steel Opaque Steel Edged Door(w/Wood Frame) "`f1EnpFto Specification:PA 201-94/202-94/203-94 I The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAX11's Certified Product Listing at ivi w.Nandeertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 37'x 6'10" +80/-80 2.86 psf Yes CTLA65OW Single w/Kwikset 00 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 37'x 6'10" +80/-80 12.0 psf Yes crLA650W Single Max Panel Size:3'0"x 6'8" g w/Kwikset 700 Latch&Deadbolt&Endum 4566A Threshold Qualifies Configurations:X X I/S Opaque 3'2"x 6'10" +80/-80 2.86 psf Yes CTLA65OW Single w/Kwiksct 00 Latch&Deadbolt&ADA Threshold Qualifies Configurations:X X O/S Opaque 37'x 6'10" +80/-80 12.0 psf Yes CTLA650W Single w/Yale Heritage Latch&Deadbolt&Endum 4566A Threshold ualifies Cnnfi mtinns:X X O/S Opaque 3'2"x 6'10" +80/-80 12.0 psf Yes CTLA65OW Max Panel Size:3'0"x 6'8" Single w/Kwikset 700 Latch&Deadboll&Imperial High Dam Threshold ualifies Cow tmtions:X National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072 Tel:(804)684-5124/Fax:(804)684-5122 NAMI AUTHORIZED SIGNATURE: ���-�✓ i i �I I I, I Page 17 of 32 MIAMI•DADE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadegov/economy DAB Door Company,Inc. 12195 NW 98'Avenue Hialeah Gardens,FL 33018 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 AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to 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:Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'-4"Wide w/ Window Lite Option(DP+50.0,-60.0 PSF) APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model number,the positive and negative design pressure rating,indicate impact rated if applicable, installation instruction drawing reference number,approval number(NOA),the applicable test standards, and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track', bottom angle,or inner surface of a panel. 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. 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 renews NOA#I5-0317.02 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 Carlos M.Utrera,P.E. i NOA No.16-0330.02 MtammADE CouNrr Expiration Date:August 9,2021 Approval Date:June 23,2016 I psiv�lZB/�` Paged Page 18 of 32 s DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � I A. DRAWINGS 1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated 02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#09-0128.04" 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 4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering& Testing, Inc, Test Reports No. HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,P.E. "Submitted under NOA#09-0128.04" 2. Test report of Tensile Test per ASTM E 8,Report No. HETI 084182,prepared by Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F. Font, P.E. j "Submitted under NOA # 01-0516 03" 3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering, &Testing, Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by Hector M. Medina,P.E. 4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing, Inc.,Report No.HETI 01-969, dated 01/18/2001, signed and sealed by Hector M. Medina,P.E. 5. Test report on Salt Spray(Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998; signed by W.A. Jackson,P.E. Carlos M.Utrera,P.E. 1 Product Control Examiner NOA No. 16-0330.02 Expiration Date:August 9,2021 Approval Date:June 23,2016 E-1 'I F; Page 19 of 32 DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA #14-0814.04" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. "Submitted under NOA #09-0128 04" 2. Anchor verification calculations prepared by AI-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their Lexan Polyearbonate Sheet Products,approved on 12/10/2015 and expiring on 07/17/2018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC, for their Insul£oam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and expiring on 02/24/2021. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HET'I 04-A002,dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I.Ghia,P.E. 8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No. 04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS 1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest ` issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad bmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 16-0330.02 i Expiration Date:August 9,2021 i Approval Date:June 23,2016 E-2 i 3 Page 20 of 32 i Y W 7-1/2'x Y%1)1•B V.STEEL TOP FIXTURE 5-1/2'%2-3/4'X 0.1' 111go-i END HOUR HINGE __ STEEL PLATE wnm ONE 5/18-18 M5 W/NUT W/(6)j14%5/8'SM5 :O FASTENED TD END STILE WITH OPTIONAL DOOR VIEWER :. WITHOUT DEIRON SLEEVE(510.JJ ()j14 X 3/4'SELF DRILLING SCREWS TO BE UTSTALLCD AT WITH DELRON 9EEVE(oprx 1) CENTER SOLE ° ,'� B B `ACENTER SRLE------------ Ij1'((II, O OAO eau r2 %.071' ( _ --- ® I --- o'St- OV.V.SIEFL CENTER HINGE W/(4)114 x 5/8'SMS B WTM DELRON SLEEVE(OPUONAL) =c LL Z G g 11 2LOcx V I ¢� gT 4 4� STANDYtD LOCK - - C, m SPRNG LOADED SLIDE BOLT(BOM 51DE5) ` - O FASTENED W/(4)j14 X 1/3•sLs. O h -- 5/8•LIN.LOCK ENGIGEMENT O j .LONFORNS TD SECTION 1008 REGARDING dRAtt`DCVTRS 6'-6' 2 SECTIONS 19'2 SECTIONS 210 158 Del GALV.NRLRAFT O yL�9fE OPTIONAL FL11571 FACE W e'-e' 1 SECIWN le' 3 SECnPS 21' W/M3T.5 TO 1�PSAFEIssY SLEEVE CTOR I' (]�5 WIDE AT 7'O.C.4Nf. F 0�Z I Y 4 SECMNs 31'- I tt�r )) $ - T-3' 4 - At 02FOEN�N.EA NOT 70 EXCEED COLONIAL DESIGN WVOO GRAN DESGN N ED 6 sErnays 1e'- Y-8 4 SECTIOt6 IB'1 SECTION 21 fi'x 3'X O.T• B' J SECTIONS 19'2 SECTIONS 21' STEEL PLATE A`! ° , ° MAX.ODOR WIDTH WITH(2)114%5/8•SYS 2 sECTKNS Iw 3 SECTONS 21• I SECTCN 16• 4 sEC110Ns 21- 21'a sEcnOxs m•- BRACKET 6RADKEr INSIDE ELEVATION ' s•�T' 5 SSECIIGNS Ie•1 scnON 2I• STD.LIFT DOOR LDOOROIN OPTIOLI RAISED PANEL ET.ISOSSED DOOR a G V-6• I SECTIONS IF 2 SECT(XIS 21• S i B'-8' 3 SECTIONS 1e'3 SECToNS 21• 7-7/B'x]-1/B•x.010• o STEEL PLATE DAB])DOES INC. 10' 2 SECRONs 18.4 sEC1IONs 21• - E;N yyEE l0'-3' 1 SECDON te' 9 sErnoNS 21' CENTER STILE MAIM(4)j14 x J/4'SDS Hurricane Master®Modal B24/817 m���g 10'-e• a sErnaNs 31•- ENTEROUTSIDE MAX.Si-9'-4'x 16•-0'Ntgh ee a 6aT I.te•I SECIMN 21' j1{%3/4'S}1F DRRLNC SCREWS WY BE USm With Window Lite Option Q 1 It- I sECRONs Ie'2 sLC1IONs 21• HY10t END STILE IN U01 OF 114%5/8'SMS W 11•-T 4 SECTIONS 1B•3 SECIgNs 31' 1•-6• 3 sFrnaxs Ie' s<cnONs 21 THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT DESIGN PRESSURE RATING=+ 50.0 PSF ,•-n• 2 scroNs IV 5 S-E=s 21' LOCK BAR cumES - 60.0 PSF --- 12 1 SECTIONS la'6 SECTIONS 21' INSTALLED ON QA STILE _ d 3 8 n ]SECTKNs 21•- WRH(4)114 x 5/6'SMS GENERAL NOTES PRODUCT RENEWED -a 8- e 6 SELTCNs le'2 SELm16 21' s Ply7ng Mlth th,FlMde 13 J' a SECTIONS 19.3 I—IS 2t' iBr X.6W LOCK am L THIS PRODUCT HAS BEEN DESIGNED AND TESTD TO COMPLY WIM THE BuUtliWtl1S 4 SECRONS IB'4 SECTIONS 21' NGAGESMTT1DKREOIRI,EYENTS OF THE 3014 ISM EDMN)FLORM BIALMD CODE NCIULMG NOA-NO. 16-0330.0213'-J• 3 SFCROIS 1 5 sECITONs 21' ON GO1 9DE OF ODOR HIfi1 VELOCITY HURRICA E ZONE(HWR). 1 II11 , M. 2 SECTIONS te'9 SftlIO16 21' 2 ANCHORS SH BE AS USTED,SPACED AS SHOWN ON DETAILS. L°pbP lion 0810912021 tJ-e 1 SECTION 1B' >SECTIONS 21' OUTSIDE KEYED LOCK(OPTIONAL] ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL By y q •a,' 3 I 'r 6 SECTIONS 21'- LOCK BAR LOCKM SHOWN DRE59NG OR SRICCO. lrRan140 d Protluct Ceefml a I a'�3' a SECTIONS 1B'J sECDDNs 31' PLTERNAIE TO sPRNG LOADED SUOE BOLT 3. ALL BOLTS•NUTS AND WASHERS SHAII.BE ZNO PLATED fAIBON STEEL 14'�' S SECTIONS 18'4 SECTIONS 21• LOCKS SHOWN ABWE I°'-e' 4 SECTIONS le'3 SECTUS tt' 4. ANWORNG OR LOADING CONDITIONS MEN THAN THOSE SHOWN IN -*�• * '¢- b S THESE DETAILS NSE NOT PARE OF THIS APPROVAL. I I t5' 3 sECRONS 1e'a SFCnNRS 21' S. A LOAD IXINATfN WCRFASE IS USED N LESCN OF ANCHORS-0-MD oALLT. ;rJ,r•1 droWing Ro. 15'-]• 2$EG1bIS'le>SECTONs 21' t� 1 SEEf10N I. B SECTIONS 21' DOOR TESTED IN ACCORVIMCE WIN THE RFAUIREMFMS OF ROMOA �S'••,°RIDA•i(\S O��OJ a SECTIONS 21'- BVBONG CODE,TAS-27L TAS-MI h T/5-203 i0R XVIQ AND 16' 6 SELTOIS 16'4 SD.TIONS 31' /STY E18B6-OS/ASH E19B6-Wa rrtEr111 t111t sheet Ragd 2y 2 f I � I i l t 24 GA STEEL PANEL 3/16•AWN RNEIS Gk 9 9 FLAPS BENT OVER PANEL i F x y Z 1 �Q1ub Pit 1` 1/2•PUNCHED HO ()Q Li. .024.51.PANEL 0 4'O.C. I 2 OWSDE OF DOORL oars , LLi�=ggge I � v o STEEL TRACK BRACKET FASTENED SOLID BRASS ODOR VIEWER TO WOW JAVB NTTH By'SCHLACE SECURITY HARDWARE! 1-5/8'uG SCREN INSTALLED IN 9/16'OV,HOLES IN CENTER STILE (MALT THRFADm) ENo SNLE z o ONE PER BRACKET POSITIONED AT EYE LEVEL i OPGONAL STOP NOIM1ONG ANCHORS AT o TRA K BRA _T: 0 M i TOR CONNECTD DUCK OF WOOD Kx BY DOOR INSTALLER A)Zre'K tyBm W OdCON�f.A' �5 Ej TO MASONRY SEE NOTE ON SHEET 4 1-7/8•W.COKE DISTANCE (j SS� /14 X 5/8'SUS J/I•x 2'%2-1/1•%18 OA STEEL OVA NEC ST PFlDC In'InLT' Z F IZZri m 6 PER HINGE END 5 2 CO6MECT TO PANELS WITH 8) 1/2'%1-3/4•X.059'FORMED STEEL FLAPS AND 3/16'AWN RNETB 1-1/4�MN.EMBED INTO CONCRETE OR F61.ED BLOCK ¢ cc rn¢o II SOUTHERN PINE •• GLUED TO PAYEL M'0 SCCUREO TO SEE OETNL MOVE 1-5/8'MM.EDGE DISTANCE INTO CONCRETE 2 K 0.55 S.G. COC DST'- - END SRIE WIM 3/16•POP RNLTS O 12'O.C. F 4'MIN.F.ME OISGNCE Wi0 flltm BLOCK O O 3 U n 1-7/8'x 2-5/8'X.UK5•STEEL4STEEL� ESE CONCRETE Fc-J000 PSI MIN. y n' CENTER STRE,ZED AND RIVETED �{ C-W GROFT FR1ID BLACK I'm MOO PS MIN. TO PANEL W/(4)3/18'RNETsDISTANCE I O'=1 1/2'KIN, 1 x 5/8•sm-s. .•.--11_ T6A/HINGE °, L..•.. .II fL) IgANCHOR TYPE A OR B -y131•%2.19'%33'%.102' (t)PEA 8R3 FOnSTEEL TRACK BRACKETS SFE SHEET J fTM BRACYEf SPACINGSEESHEET J NR SPACING1/4-M SS BOLT @ NUT 7-1/2'x A71.OQV.STEEL CENTER /2'X END ROLLE7/16'RSHAFTIxSTALLFD DN ROLLQi SNM 5Tm TRAnc INTERIOR SIDE 1.8L BOLTERS(sm.) PRODUCT RENEWED01OLLIILS(OPTIONAL) plxl B wll6 Ole Plvdda14 GA x 21'(STANDA90) 'OLt%.50 STEEL RLLERS(OPTIONAL) BMIlding `2A�m TRACK%71ES (OPTIONAL) 275'DIA%.SO•NYIAN ROLLERS(OPTIONAL) NOMNP. 76-0330.02 W/1/4-20 x 5/8'TRuss N0. WRFi S•SfEN Eyvin,tivn L�y00o!8I09I2027 SLOTTED A.@ LOCK NUT 6 OF y/�j�FK drawli0g n0 Rlv PEvdMPt GvnOv1 S �OkAL 32 . T hnu nlll sheet rR , I I I L 2 X 2 X I/6'HORR AN-21 (' /PCP RNA k1116'X I-5/8'LAG SCREWS INTO WOOD OR HORR.TRACK SUPPORT. SPOT WELDED TO HORIL TRACK �v a L/// 2-3/4'x 5-1/2"%3'X.104' 5/Ifi'SLEEVE ANCHORS CENTER SUPPORT 11-D.ON DOORS WRH TWD WELDS AT 1-1/Y APART 1l1 I CAL.STEEL WITH 1-1/4'ENBEO INTO MASONRY IX�jEE01NT.B R.IN MFJ FIRST AT 3'O.C. 4Y I TOP ROLLER WtAL%Ef ON EACH 510E 3 PER BRACNEF REST AT 9'O.G FASTENED W/16)/14%1/8'S3L5. 1I -I taVNECTm TO MG BRACKET ANGLE z m m .090 THK CAW.STEEL AOIUSTABLE W/3/e-16 x 3/4'BOLT A NUF 0 h I SLIDE FASTENED TO BRACKET -1/2"X 4-1/4'X 13 GA STEM PLATES AND 1D-20 x SHA I GUIDE No W/5/16-18 X 3/C NIX HEAD D TO 1-1/2"x t-1/r2 X 14%ANGIE -- A -) (2)+/{-ZO%s/8'BOLT h No Q i L R 1 M.SCREW".HIM FATENED TO TRACK 5•' TOP BFACXET WTTH(4)1/4-20 SS.UXT h NUTS -_ HORIZ•TRACK LENGTH OPENING HEIGHT PLUS 12' O C�O0I np`.L 1 (STANDARD) O yn1 a TOP BRACKET VERTICAL TRACK 1�sCJ tin i tz LOW HEADROOM DOOR 14 G4 GAIV.STEEL TRACK 2-1/B'%1'%.OBO' SECTION A-A 0'R¢nl ppp m p HORIZWRAL REMF➢RfD1ENT 0 6 0 g 1/2'X 1-3/4"X.059'FORGO STEEL 2"X S-1/2'x.104" 0 o Oj TRUED TO PANEL AND FASTENED TO GALV.STEEL b O N o a VERTG STLES WrtN FASTENED w (4)1I14%5/B'sMS. (2)3/11-POP RNlTS TOP R6LLEi BRACKET FOR m LOW HEADROOM DOOR OPTION DOOR 'SECnON HEIGHTS BRACKET PUCF]IEN15 LL O D HEIGHT 1ST 2ND 3RD 4TN 5TH BI TF2 83 B4 85 05 07 BB S iiO mmm HOW VIAL RBNPORLEMENT _ Q 1 1! 1/2"X 1-3/C%A59'FORMED STEEL 6'-0' IB'18'18'18' /A 1'TO 2'li-3/4" 2T' 34' 45 - GLUED TO PM'EL AND FASTENED TO O VERTICAL SDLES P41l1 e'-6' 21'18'l8'21' /A 1'TO 2'11-3/4' 2T' 3{' 45' S6' 6Y (2)3/16"POP RIVETS S6' 6Y - 7'-6' 18'18'18'I"To 2'if-3/4- 23- 3{' 45 56' 57' 78-1/4' _ - 5/I6-MEETNG HIS 8'-0' 21'78'/8'1B'21'1'TO 2'11-J 4' 2J' 3{' 45' 56' 67' 78-1 1.82'DIA X.50'ROLLERS —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM G'. m2 Q' FOR DOORS MORE THAN 8 FT.HIGH.USE ADDITIONAL.TRACK BRACKETS AT 10'O.C. 0, O NI•H OW X 4-1/4'STEM i z O hl O OPTIONAL INSMUTIDNS.. V V ¢4I BY'DYPLASf PROOIICHS II.C' �1 S m G EPS-DLPANDE➢POLYSTYRENE 1.9'X 219"%32'X MO' ¢ Z Z DENSITY-1.05 POT STEc11RKX BMCIQIS 0 K WITH — IJ N.Oh{11-0926.07 0 ¢ F Pz OR IM m 2�J Va BOL15 h�NUl6' O O TQj I�-25 POLY-ISOLTxM1RATE Z DENSITY-20 PCF F O Z I.. 61 NOROA�11-0926D6 w p m<S,n m a RY'CFI IOTVAM NORTH AMERIG' oENsm-1.03 PDE ¢ N.OA#15-1203.W o Sir BR 'INSN EOOPM LTC' O GEN—- .B2 PCE NGA�1HOJ11.Ofl 2g I N O 14 CA.CN.V.STEEL �V$ ROLLER NNGES FA DD s W/(4)114 X 5/8'SMS C U.N.A24'ROIL FORMED STEEL PATEL DRAWING QLKM C-40 e Y AIPT.VELD STRENGTH-34 K9 TRA-K CONFl•IRATION TJ WITH PR OR AND BAKED-ON POLYSTER PANTED TOP COAT { ' - APPLIED TO BOTH SMES Of STEEL VERTICAL LHT HIGH LIFE STANDARD LIFT LOW HEADROOM d - -- 11000LE TRACK "-'9- m AVAILABLE TRACK OPTIONS r` i 12 GA GLLV.STEEL T1IMIHFF2 4dmingno. NEWED BOiiO;fBRILNETFASFENEO taxPRODUCTREhM.Fl.MN M�FloF10ap BOROV suL oPnous No".. 16-0330.0 * ,�L {T=_SEE SKEET 4 Enpirauo 0910912021O:, GpBY BInTT Lhodul:2 c•Dwl �'.�S SECTON A-A SI� L sheet O W 2 I I , I I I RENFORCEMENT W. FORMED STEEL GE pB%1' aST. SELF ORLurcG SCREWS /6%1• L" 1-1/27 MIN. OR SELF DR ING SCREWS' 1, ^R f 3/16•'RNIX'STEEL RNETS OR h V s E GIST. I m YULTGRIP W/DOME HEAD r,P W/DOME HEMaEN ORCEMENTO.C.xI'CRUO REM M r FORMED STEEL 6 O"RAC SCREWS 1/{•O10.UG SQtflYS p �OO5BU I AT 61 FROM ENDS W2 p0 BU I AT 6•FROM ENDS 0 Nlp I AND 19.O.G WX I AND IV O.C.MAIL V dM 1 ' W'STI6PAADAPTOR.. SWSm IDAPTER C 6CO M oa d P[ RUBBER WSIRWRNG RUBBER WYSTRIPPWG C h¢w �v 1 OPTION'A' OPTION'B' BOTTOM SEAL OPTIONS op' � WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) 8 n THE 917AIEATON WEMGOS SHOWN ABOVE SHOWS 2%6 STP WOOD BUCK AUAMMENT n TO WOOD 51RUCIURES.IF THESE PERIODS ME FOLLOWED NO ADD11 Oa CALCULATONS/061GN V Q LL WILL BE RED RED FOR DESIGN OF GARAGE DOOR ANCHORAGE FOR DOOR RPLACEMEM APPLICATIONS WITH NO ENGINEER OF RECORD,IHSTALATON MAY BE M'CHOR SPACNG U 2 VERIFIED AND APPROVED W THE BUILDING OFFICIAL UPON INSPECTON ANCHORS STRGCNRE EMBED SPACING EDGE DIST. (J z m Z m Of J B HLC SIEELNE BY HILR CONC. 1-1 4 B' 1-5 8 W ]B•F9F SLEEVE BY MLD' FlLLID BLOCK 1-1{• d• JQ u,m ]8.OYNABOLT BY DY! CONC. 1-1 2 B• 2• O 0 Z 51EEL STRUCTURE BY OLHERS 3 B•OYNABOLT BY'RYY FlLIID BLOCK 1-1 2 B• 2-1 4 F 5/16•X 1-5/B• J B POWER-BOLT BF POW I LONG 2• B• 1-D B L] O S n ug�y� BY DOORPSS�IEMTME LOADS IMPOSED J B SLEEVE-ALL BY SIMPSONs CONC. 1-1 2 B• 1-] UWI A 9 L AT 12.O.C. (Yd1CRETE 11.-—0 P.MM. ma C-90 CROW FILLED BLOCK fm-2000 F9 MIN.HER �o 5/I6•WL BOLTS ' W000 BUCK CONNECTION TO MASONRY �.°. _ [a 12 a1. EDGE DISF. PRESSURE EIN RD D%6 SOP WOOD BLOCK WA WHICH SHALL OL LIN WUm TO 1 I �'{ E OROMIED RpNRIRCm MASONRY BLACK WALL IC LONG CBE WITH I +I I I/{•UURALON BY'ELCO'WITH SPACIAD OF 16.O.C.WTO GROUT FO1FD BLOCK WALL,WITH 2-1/t'MIN.mam \• $ 16.O.C.O1T0 J000 PM CCNCRETE Wm 1-J/4•MI.EIIBEO �� _ qq 2-1/2•MIN.EDGE OLSTANCE 11-1/2• 1-1/27 CONT.45TEEL ANGLE%14 GA 1-1/2• e nn 8 1/4•TAPPER V'POWERS'WITH SPACING OF u 6 fi 6 1!'O.C.PFTO CROW FILLED CLOCK WALL WIT I-1/2•MIN.EMBED 12 CA CALV.SfEF1 2-1 a*%1•%14 CA u m g Ia'O.C.9 ]000 P51 CONCRETE.WITH 1-J/4•MIN.EMOED 1/16•%2-t/2 FIAT BRACKETS 2]•LO4G OALV.5{FEL TRACK S. MIN.EDGE DISTANCE AT 12.O.C.IN WCR OPNG. FlLLC WLLIS FASTENED TO TRACK PRATES ]/B•DONFlEfT BY'ELCO'OR AT 12.O.C.LMK AT 10.O.C.ABOVE DOOR OPNG. W/f21 1/4-10%5/6•TIM NO: ]/B•LOT BY'RW'W'IM SPACING OF CONNECTED ro COIF.ANGLE BLOrTFD YS h LOCK NUT m 2{•O.C.INTO JOW PSI CONCRETE YOH 2-1/2•MIN.EMBED W/(J)SPOT WErI15 AT F/ial SOE 1. - 2"MIN.EDGE DISTANCE CONTINll0l15 ANGL TPACK REVERSE TRACK Tr+NDN I AN $ - TO YAX10 RGCK TQ_�L GS�S=�rRALN NO J/B•NLC SLEEVE BY'HILR'WIN SPACNG OF i0 cONfflFlE AND FlIlED BLOCK - B•O.G.INTO CROUT FILLED BLDCI(WALL WITH 1-1/4•MIN.EMBED,4•MIN.EDGE DIST. B•O.C.INTD 300D P9 CONCRETE PATH 1-1/4• N.EMBED AND 2-1/2'MIN.EDGE DISDWCE AITERNATE TRACK INSTALLATION W\11MIr T A 4 I I PREPARATON OF JAMBS BY OTHERS \\`� FOR NEW CONSI M-N ENGNEER OF RECORO OR ARCHITECT ro VEIDFY PRODUCT RENEWED 01s, 9 rvilh OEe FleNda . ADEQUACY OF SUPPORIMC STHUCNRE TO SUPPoRT LOADS IMPOSED fiuildi"Code iN OR S—EM. NOI 16-0330.02 �.?• •yLt�T}= j s a FOR DOOR REPIILEAFENT W RETROFIT BUILDINGS WITH NO ENG EER OF _ RECORD,DOOR INSTALLATION MAY BE REMOVED AND APPRNED W EKpT.tl MOB/0912021 ___ BUIDING OFFlCW.UPON NIQj. pF dMW-g RO. MA)CHUM E%fERIOR({)LOAD PER JAMB 923'X W PSFI/2-2n3 lLs Per IE Nam PTR 1 WFIMoI 0 1—09 MA%NUM IN1FROa(-)LOAD PER JAMB m(9.&F%60 FSF)/2 m 279A Lbs per FL .I�...h sheet zgR 2 I + *PLA TIC CCRCO LIE FBCDN OODR PANED. - 24 cA(.024)S'IEEL uw. SEE EVIDENCE PAGE ze 1.]fi6 v� 7/I6.OU.WASMFA 1.1{4 I 0 V o yBy77M /6 x 3/4•SB3 21 3/4• I 0 Z m a ` FROM BAY- .1]6 !- O O i ANO T O.C.VAK WDW.mim t} EXTERIOR FRAME INETERIOR FRAM at;c 111` I p �S I6 16• RIGID PVC ONE PIECE INJECTION RICID PVC ONE PIECE INJECTION ;@@;55 I'll It 1N ((44)l6x 3/4-5fi 3 vAi LLiw�o 1-J/B•EROY ENO6 Ili AND 6-1/2.O.G.VN S g o Qb�f k Il lj A iS. C j. Z .173 x.062 OCEP £ D 6 GRD - I'I illl 0 40 p O ilil 1/4�15 1 POL OVNATE lE%AN f •M' � INNDVAINE N PIASiIC6' � Q LL OA 16-OBI6.OB z �3 O ? :i I Z�ZIe 03�,�m It! Orrg • 11'I / fP .175%.062 DEEP GRDOVE i. pp (4)I6 X 3/4•sus INSIDE ELEVATION 1'l 6 t-J/6'm0u ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOVIS b ' � WINDOV!CITIES CAN BE IN ANY LOCATION IN DOOR SECTION O 11 E 1 ye x.J •sus - - O J/6•iH © .CNo6 175 X.062 (1 1 AND 4-1/2'0.0 VAX GRDOVE _ e 2 ry -tea'=aa /6 x 3/4•sus / o 3/6•TROV ENDS - _.___ -----------__._ PRODUCT RENEWEDAH ] 7/16•DI&WASRER ........... � 1 3 _.._._._.___.._.___._._._-___._.. m comPlYEn6 rIU,tho Florida 1p%' r 3 --- BuDding Codo NOA-No. 16-0330.02 DOOR PAYEL EXTERIOR IENplmtlenO OBf0912021 _y fi,�]Lt' 24 ca(.024)s1EE�ua Wpm DOOR PANIC 1s/16•MIN. O.L DPC. By OF •((/�- drawing no 24 Gl(.024)STEEL NB1. CIABNC BITE Mlun Prvduet 0ontrol •..,aaO�.ref ` O1—09 rnn00w W1DTx r�NA6�` eheei 32 ' I I MIAMI,b&9�1` I r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Owens Corning Roofing and Asphalt,LLC One Owens Corning Parkway Toledo,OH 43659 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 AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or, suspend the use of such product or material within their jurisdiction. RER reserves the right to 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 of the Florida Building Code. DESCRIPTION: Duration®,Duration®Premium,TruDefinition®Duration®,and TruDefinition®Duration® Designer Colors Collection I 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. 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. ' I This NOA renews NOA No.12-0309.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0425.01 MIAMI•DAD;COUNTY Expiration Date: 07/19/21 Approval Date: 07/21/16 Page'1 46 Page 26 of 32 i ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves a roofing system using Owens Corning Duration®and Duration®Premium asphalt shingles manufactured by Owens Corning as described in Section 2 of his Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Specifications Product Description Duration® 13 '/4" x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced' Manufacturing Locations#1,2 four tab asphalt shingle with continuous bead of sealant. Duration®Premium; 13 '/4" x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced TruDefinition®Duration®; four tab asphalt shingle with large nail TruDefinition®Duration® area with continuous bead of sealant. Designer Colors Collection Manufacturing Location#1,2,3,4 Duration® 13 'A" x 39 3/8" TAS 110 A heavy weight,fiberglass reinforced Manufacturing Location#1,2,3 four tab asphalt shingle with dashed bead of sealant. Duration®Premium; 13 '/4" x 39 3/s" TAS 110 A heavy weight,fiberglass reinforced TruDefinition®Duration®; four tab asphalt shingle with dashed TruDefinition®Duration® bead of sealant. Designer Colors Collection Manufacturing Location#1,2,3,4 I MANUFACTURING LOCATION 1. Jacksonville,FL 2. Memphis,TN 3. Savannah, GA 4. Irving,TX i i I NOA No.: 16-0425.01 MIAMI•DAD,COUNTY Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 2 of 6 Page 27 of 32 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies,Inc. OCF-157-02-01 TAS 100 10/26/10 OCF-102-02-01 TAS 100 11/12/07 OCF-156-02-01 TAS 100 10/26/10 OCF-163-02-01 TAS 100 12/10/10 OCF-164-02-01 TAS 100 12/10/10 OCF-098-02-01 TAS 100 02/22/07 OCF-099-02-01 TAS 100 02/26/07 = OCF-102-02-01 TAS 100 11/12/07 OCF-172-02-01 TAS 100 05/26/11 OCF-179-02-01 TAS 100 02/02/12 Underwriters Laboratories,Inc. 07CA39536 TAS 107 11/11/07 03NK04954 TAS 107 03/28/03 03NK04954 TAS 107 03/11/03 IONK13947 TAS 107 11/12/10 IICA15662 TAS 107 05/27/11 11NB21712 TAS 107 02/18/12 07CA02026 ASTM D 3462 01/26/07 12CA12180 ASTM D 3462 03/01/12 i LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. - I INSTALLATION I 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. • 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail'A',attached. 5. Nailing shall be in compliance with Detail'13%attached. LABELING I 1. Shingles shall be labeled with the Miami-Dade Seal as seen below,or the wording"Miami-Dade County Product Control Approved". MIAMI•DADE COUNTY i i NOA No.: 16-0425.01 CMDADECOUNTY Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 3 of 6 Page 28 of 32 t BUILDING PERMIT REQUIREMENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. DETAIL A DGE OF ROOF THIRD COURSE i i 2 SECOND COURSE 1111AI WE rA/// i FIRST COURSE j I I i NOA No.: 16-0425.01 MJAMI-DAD,C UNTY Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 4 of 6 Page 29 of 32 DETAIL B DURATION &TRUDEFINITION®DURATION® (SEALANT MAY BE CONTINUOUS OR DASHED.NOT SHOWN IN THE DETAIL DRAWINGS) D(o m c N m Z m 2. n T • I I c w a � c m cZi i 1 II , I I a i i I II W N N [D N Ll m a o fD 7 N N n.(/J n• c 1 3 m m m a m i NOA No.: 16-0425.61 MIAMI-DADE COUNTY Expiration Date: 07/,19/21 Approval Date: 07/21/16 Page 5 of 6 Page 30 of 32 r •nr ai 711NAI r. F121 MAXIMUM SLOPE 21:12 Fastening for Slopes Greater Than 21:12 SureNai CR)fastening area width Nall, pical IN! ,IT, 12" 1" �rrn:ns Ccpin�5wn`-;Lt[' ! �iF U}+iS�U'i11Tj 5v3 AQ • �re:eh� `Co�ii�i;L�SuieN l{' — exlsasur�+ � 2„ I 0 - Four 1" Spots of Asphalt Roofing Cement j i SLOPE GREATER THAN 21:12 END OF THIS ACCEPTANCE I NOA No.: 16-0425.01 QMIAMMI-DMADE COUNTY Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 6 of 6 Page 31 of 32 I PRODUCT SPECIFICATIONS 135 ROOF LOUVER 1.1 MATERIALS: 1.1.1 Aluminum Alloys: Conform to ASTM B209. Base: 0.032"Aluminum Coiled Sheet. Rain Shield: 0.019"Aluminum Coiled Sheet. Dome: 0.032"Aluminum Coiled Sheet. 1.1.2 Galvanized Steel: Bracket: 0.061" Galvanized Coiled Sheet. Screen: 8 x 8 galvanized grill cloth 1.1.3 Paint: Factory applied baked on Valspar Super Flex. 1.2 MISCELLANEOUS: 1.2.1 Description: Pan-style,self-flashing roof mounted attic exhaust vent.Features a one piece drawn dome, one piece continuous rain shield, and one piece drawn base. Brackets are riveted to the rain shield and base, and the dome is attached to brackets with screws. Screen is securely riveted in place and covers the entire vent opening. This is an exhaust vent and must be used in conjunction with adequate intake vents for proper operation. 1.2.2 Color:Available in BROWN, WHITE, BLACK, WEATHERED BRONZE, and MILL finish. 1.2.3 Net Free Area: 144 square inches per unit. 1.2.4 Dimensions: Overall—20" x 23" x 7-3/4", Opening Size—14" 1.2.5 Packaging: Packaged 2 to a carton. UPC labels are affixed to each vent and carton. 1.2.6 Performance: Passed Miami-Dade County test requirements for structural uplift and wind driven rain infiltration. 1.2.7 Approvals: Miami-Dade County Approved — NOA No.: 16-0510.25, expires: 08/17/2021. Texas Department of Insurance "Windstorm"Approved—Product Evaluation Report No.: RV-22. I I i i i i fILOMANCO P.O.Box 519 Jacksonville,AR 72078 1-800-643-5596 phone 501-982-1258 fax Page 32 of 32 L ' f•,,°�.fi.Aaoonius��uow� rnrz°°x`mnoro E_�i�f ff _ g d9gF Au�s sfj;ea�8 2 °, '. �BP��mxwc°oEn°ax[mm S;�•Ey 2�F m t]I� HATCH LEGEND ©•• o-- e ;. 2 8'-0"BRG o:: °m:: : kig➢� _ me ©. O• i�;s��f o AA M-2 Ee ge#f5t g wr 38 a Vi ....x S p $ 1 wRn ii Y§ {j r c•cnvn�wx' fat9F�9r. 4r-- f�Si; dl fjIa¢t . oa a � A •;�,Dj�� W;oml:m' "il: Fit = t_ Tf TYPICAL ON P PET A 14 mA>soY� ❑Rr,f.,� Fns,I •�'i�i:J ❑Rc ❑wrBeviewfn wmt� iasan �:.SF6 ! BY t5-� 2 suertmnuspEcJ f�Fj' rzB li�+y�jd. ...i f �1T 2 LE St��EEEg V ARORIM.OR—ATION 1t jA fli i i I I i I' _ I f I BUILDING DROPS A Perfect Solution in Every Drop Date: 04/19/2015 Certificate of Authorization:29578 Report No: 3390 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Steel,Steel Edge Door 37-3/4" X 97-5/8" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does 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 current Florida Building Code. See Installation Instructions DC9970, signed and sealed by Hermes F. Norero, P.E. (FL#73778)for specific use parameters. i • Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). ' 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering.. 4. Site conditions that deviate from the details of drawing DC9970 require further engineering analysis by a licensed engineer or,registered architect. 5. See Installation Instructions DC9970 for size and design pressure limitations. - I File C01)v Hermes F. Norero;P.E. Florida No. 73778 Page Z of 4 it BUILDING DROPS 3 Date: 04/19/2015 A Perfect Solution in Every Drop Report No: 3390 Certificate of Authorization:29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation& Management Institute, Inc. (FBC Organization#QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization# TST1577) Report#: CTLA455W, Report Date: 10/11/1999 Report#: CTLA650W, Report Date: 01/03/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#: QUA 1789) 3. Material Testing for 'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report#: 3113726SAT-001 Date: 02/05/07 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s)of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code.The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned I test standards: i 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results.All referenced standards have been found to be equivalent.All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 13778 Page 3 of 4 BUILDING DROPS .� 4 A Perfect Solution in Every Drop Date: 04/19/2015'Report No: 3390 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X) wood buck substrate, use#8 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or.masonry. Refer to Installation Instructions (DC9970)for anchor spacing and more details of the installation' requirements. Design Pressure: Design Pressure Rating 6'8 Doors (X) Positive 80 PSF11 Negative 80 PSF1z 8'0 Doors (X) Positive 61 PSF11 Negative 65 PSFI z 1. Product has not been rated for water infiltration unless High Dam Threshold is used ' Item 11). If authority having jurisdiction requires that product meets this requirement, product shall use this threshold or be installed at a location protected by overhang such that overhang (OH) ratio =OH length/OH height is> 1.0. 2. Use of High Dam Threshold (Item 11) meets water infiltration requirements up to a design pressure of+70 PSF unless values in design pressure table above govern. Hermes F. Norero,'P.E.' Florida No. 73778 Page 4of4 JELI'NEN@ Steel • s STEEL,STEEL EDGE DOOR n 6'-6"&8'-0"SINGLE OUTS WING OPAQUE IMPACT DOOR Q O) _ 3'-1 3/4'O.A. J GENERAL NOTES MAX.FRAME WIDTH— O� 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLOR16A 3'O.A. U CURRENT BUILDING CODE INCLUDING "HIGH VELOCITY Max.PANEL WIDTH— U W --I V HURRICANE ZONE" (HVHZ) REQUIREMENTS. Z U Q Cl) 2. WOOD BUCKS, BY OTHERS, MUST BE ANCHORED PROPERLY 3'-t 3/4'O.A. D -' CL LL N TO TRANSFER LOADS TO THE STRUCTURE. MAX.FRAME WIDTH Z W 00 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED 3'O.A. W Y =c AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MA%.PANEL WIDTH ® ® Q� MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C) ^ to 4. IMPACT RESISTANT SHUTTERS NOT REQUIRED. co 5. DESIGN PRESSURE RATING SHALL BE AS FOLLOWS: LLUU N, 2 FOR 6'8" WOOD FRAMES - SEE TABLE SHEET 1 a -5 co Y rL -FOR 8'0" WOOD FRAMES - SEE TABLE SHEET 1 6. THIS SYSTEM WAS TESTED FOR 2.86 LBS. WATER PRESSURE AS PER ASTM-E331. o sa 7, SEE DESIGN PRESSURE TABLE & NOTES BELOW REGARDING WATER INFILTRATION REQUIREMENTS. OUTSWING IMPACT STEEL EDGE DOOR 27 n. ' (Common to all frame conditions) 28 a O~ DOOR LEAF CONSTRUCTION: A B o00 Face sheets: 24 ga. (0.020") minimum thickness, Galvanized A B 5 An W W O ,y m U J Steel A-525 commercial quality- AKDQ per ASTM 620 with V O CD U to minimum average yield strength Fy=25,240 psi. m N W Z aQ 2 N W U7 O Core design: Expanded polystyrene with 1.0 to 1.25 lbs. y V g density, by JELD-WEN. •I i W o J >Q>I- W W OD WO Panel Construction: Steel face sheets glued to expanded Do 0 w W z polystyrene (EPS), with steel lop and bottom rails and W d 0 J_J steel stiles with a wood lock block reinforcement. The _ d O 0 4Z hinge stile contains a MDF board for added hinge support. Frame Construction (Both Frame Types), The head jambs L 00 1 �LU In and side jambs are mortised, butted and joined using (3) t22 A a a 7/8" x 2" wire staples. An bumper threshold OUTSWING threshold was unitffized at the sill. An,optional aluminum 2 2 — ADA threshold is available. N S 3 x DO 6'B" SINGLE OUTSELY UNIT (X) 8'0" SINCLE OUTSAVArG UNIT (X) OVERHANG TABLE OF CONTENTS SCALE; 112" =1'-O" SCALE.- Y12" =/'-O" I I LENGTH S o SHT . DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 VERTICAL CROSS SECTIONS & BOM AL!= D90R_MQ(IEhS.AREWE� 3 HORIZONTAL CROSS SECTIONS FROM THE EXTERIOR'SID c 4 ANCHORING LOCATIONS & DETAILS V 5 UNIT COMPONENTS - I�o g `� x 0 �KN2TE' PRODUCT HAS NOT BEEN RATED F RAP I u ' In"N In WATER INFILTRATION UNLESS USING ITEM 11 A m o 00 N IF AUTHORITY HAVING JURISDICTION REOUI S " �w THAT PRODUCT MEETS THIS REQUIREMENT, o O N M m to O I— PRODUCT SHALL RE USED WHEN INSTALLED 'aa N r-\moo DESIGN I'RESSURF.RATING AT LOCATION �{RQTjG�Jf BY OVERHANG SUCH o o o , NOTE: USE OF ITEM 11 MEETS WATER THAT OV�EMRM\4�(: 1-0 �AT10 = OH LENGTH INFILTRATION REQUIREMENTS UP TO A DESIGN WHERE ATERENT ISNnIr.E1ATI N W�IERE WATER SINIORATIOT DEO OH HEI 77 4 f rY0 �i� a In rn N Z PRESSURE OF +70 PSF (UNLESS VALUES IN . DESIGN PRESSURE TABLE TO RIGHT GOVERN) HERMES F NORERO DATE:12107107 'N G 7R��O FLORIDA P.E. NO. 73778 S ,AS NOTED 6'8" (X) +70.Opsf -80.Opsf +80.Opsf -BO.Opsf 7 :'* _ DWG. By; EAG +61.Opsf -65.Opsf +61.Opsf -65.Opsf T T /Ji CHK.er:S, SAFFEL i OT�••'�.....OP••\��`� DRAWING NO.: Digitally signed b Hermes F.Norero,P.E. C9 y Reason: am approvingthis document �is`S/ANAL E�5� BI.Y[ NG DRON.INC. OC9970 H BLVD. Date:2015.04.009:09:59-04'00' 2��fff lllllltt� ��DM BEACH.EAST FL 33004 SHEET OF S— FRPE CeNincale o1 Mth-i..9-Na.7957E 2 1/2" MIN. w EMBED. 1 1/4" MIN. ITEm- DESCRIPTION MATERIAL o 3/4" MIN. N m EMBED 1 LATCH JAMB 1 1 4" x 4 9 16" PONDEROSA FINGER JOINTED PINE PINE EDGE DIST. �� w Y 9 x Y 2 HINGE JAMB 1 1 4' x 4 9 16" PONEROSA FINGER JOINTED PINE PINE Z 3 HEAD JAMB 1 1 4" x 4 6 16" PONDERSOA FINGER JOINTED PINE PINE cc i 31 4 4" x 4" BUTT HINGE 12 a. .097" HAGER J� ea � 5 9 X 1" PFH WOOD SCREW HINGE TO DOOR 0]N 32 In 6 9 x 3 4 PFH WOOD SCREW HINGE TO DOOR STEEL7 8 PFH WOOD SCREW WITH 1.15 MIN. EMB. INTO SUB-BUCK STEEL U 0 J-- - - 8 10 x 2" PFH WOOD SCREW STEEL z Q" " L10 ADA EXT. ALUMINUM THRESHOLD MODEL 6063-TS ALUM. W Y N11 OUTSWINC HIGH DAM THRESHOLD 1.75" x 5.25" ALUM.SEE DETAIL A `SEE DETAIL A 12 QUTSWING BUMPER THRESHOLD 1.0" x 4.625" - LON SHEET 5 ON SIIEEF 5 13 COMPRESSION WEATHERSTRIP SCHLEGEL Q-LON QDS 650 FOAM 13 R 18 13 14 12 x 3" PFH WOOD SCREW STEEL Lu pj Y 4 15 #9 x 1" PFH WOOD SCREW STEEL __16 _FACE SHEET 24GA. (.020" THK. MIN.) GALVANIZED STEEL STEEL 17 8 x 2" PFIi WOOD SCREW STEEL 18 TOP RAIL 1.73" x 1.21" x 0.021" THK STEEL Z Z 26 %p,. •. z z 19 BOTTOM RAIL 1.73" x 1.21" x 0.021" THK STEEL 20 SIDE STILES 1.73" x 1.21" x 0.021" THK STEEL U 16 vvi v) „% 16 vi En 21 WOOD LOCK BLOCK 1.67" x 3.0" x 18.75" WOOD z >> j 22 STRIKE PLATE - o o 1a 23 MDF BOARD MDF p o 00 0)coco Do . 24 0.5D" x 1.69" DOOR BOTTOM SWEEP VINYL O O II II �� II II D0 25 WOOD LOCK BLOCK WOOD OC) v¢ n n 26 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. DENSITY BY JELD-WEN FOAMLu v1w 0 0 27 KWIKSET TITAN SERIES LATCH & DEADBOLT 200 & 660 - CD v 1- oo in m � a0 a I I m m° 28 KWIKSET TITAN SERIES LATCH & DEADBOLT 700 _ w�d 1n� O O II II m 1O O II II 29 LATCH SCREWS 8 x 1 1 2" PFH WOOD SCREW STEEL W_ OCfL Fh __ w w ao o == m w m 30 NOT USED _ o w UO O 0 H ~ 1 1 2 c� F 1 I _31 2X WOOD BUCK 1nco =x w io 00 == w io�n J2 1 4" MAX. COMPRESSION SHIM WOOD O -�-i WOOD Bo O w ¢-j -� Q U 03 w w == J_l � 33 16 GA. 7 16" CROWN x 2" LONG STAPLES STEEL 1wj 3i O ww xx as c�c0 zzd U0 L31no o > o_a _= as =_ o I F X ww ww 26 16 � �< a 16 � q? L,w <d 16 �< rr O N5�3 �m 00 as 00 '�a w w 19 24 Z 26 00 28 66 L V ' ed cs C c v U 19 R� w 19 z A.' �_ G �W 13 Cif �w D 13 12 �(n 2 1/2" MIN. 9 n N no 0 0 0 w EDGE DIST. o�2�2 T m o ERTICAL CROSS117WTION TYP. - OPTIONAL o o o p° CONCRETES I �( SCALE.• 3" =f'-O" o r n z 31 1-' HERMES F. NORERO DATE:12107107 .. 2 1 2" MIN. 'r �' O FLORIDA P.E. NO. 73778 3/4" MIN. 7 1 1/4' MIN. I" / = = scALE:AS NOTED EDGE DIST. EMBED 9 EDGE DIST. * 1V �� DWG. BY: EAG •0 �aT'gTj�Q� - 13 •/?/Qf�I� [u CNK.BY:S. SAFFEL DRAWING NO, �1 VERTICAL CROSS SECTION TYP B VERTICAL CROSS SECTION 77P. ��' ss/ONA�E�G`��` BUILDLHG'DR Ei, C.BLVD. DC9970 2 WOOD FRAME INSTALLATION SCALE. 3" =1'-0'" 2 CONCRETE INSTALLATION SCSCALE.- eve • 3" =>'-0" ���Y�T11�1111��`` DNN BDANA BE]e0B SHEEP 2 OF 5 veaE c.nnmai�° a�°d:ovao N° xvYe 37 3/4" MAX. FRAME WIDTH 36" MAX PANEL WIDTH 32 (\ 31 32 22 31 EA 20 27 25 26 XT 0 5 4 m 0 17 23 00 Op 16 26 20 SEE DETAIL A---- / 7 Lo 7 \\ 13 INTERIOR ON SHEET 5 �// t\ J M 7 27 2 7 `4 EL �—1 1/4" 1/4" MAX. SHIM SPACE— - -1 1/2" MIN. EMB. 1 1/2" MIN. EMB.— — t H 1 HORIZON AL CROSS SECTION TYP z 3 YOOD INSTALLATION SCALE.- 3" =/'-O" 13 zo 0oo w w w o to wz_Q o 'I 37 3/4" MAX. FRAME WIDTH II J v I 36" MAX. PANEL WIDTH +�.I O W J 36" MAX PANEL WIDTH 32 I m Q 37 32 22 31 8 Ell ®® ®® o00w Z 17 B 21 25 26 EXTERIOR 5 4 !� ®® W O O 20 23 w cO o _ IL 1313 2 1/2" MIN. \\ SEE DETAIL A 16 26 13 2 1/2" MIN. ®® ®® ®®® 1 \ I T RIOR 2 // ®® ®®® IE e EDGE DIST. a .I ON sHEEr 5 p LDGE 1 Dl,f. ®® ®®® ��� � � 1 1/4" I — I-1 1/4" 1/4" MAX. SHIM SPACE— — 1 1/4" ®® ®®® o� C MIN. EMBED. YYY"'--- MIN. EMB. ®® ®®® 2 o f�N O O ODO O B1 HORIZONTAL CROSS SECTION TYP N 7,1)m o w �go N N m h �JCONCRETE INSTALLATION SCALE.' 3" =P-O" o o.-o F HERMES F. NORERO DATE:12107107 Q FLORIDA P.E. NO. 73778 e�N 7 _ SGLE:AS NOTED DWG.BY. EAG $T T ^F CNK.a S. SAFFEL �T'/'� �P•'•�� DRAWING NO.: I BUILDNG DROPS.INC. DC9970 N� �?�``` ��Du+N BDM �ioBLVD FBP9 D difk.t.of A"ihl.lfn N..29578 SHEET 3 OF Jr 0 rn J � EA SEE DETAIL D SEE DETAIL A m O ._ I _ SEE DETAIL A 6 6 V J 8 9/16'= —8 9/16" 6" — 1 8 3/4" Z O Q M SEE DETAIL D II Lu N 1'-0 1/4" 1 6'-I - 6"- 7 9 w Y Z W 6. - TYP. - g _ i i _ 1 9 1 /6' I }—{7 99' I'-0 1/4' 4' S. 2'-2,. LLI M Y x 0o I YR \ a0 - \ n 9 1 /16" 'n \ 10 I'-.D 1/4" 00 I N — h i . 17 9 1 /16" M ' I 2. 'd Do 7 9 9 1 /16" 7 9- j- — - on TYP. 0 - TYP. - I 1'- 1/4 - o 9 1 /16" Un _ �o0 0 9 1�/l SEE DETAIL 8 1'-0 1/4" SEE DETAIL B 2'-2" D a6" A 7 9 B 1'-0 1/4" � O - 7 9 �o w z o TYP. D Do o w -�' !TYP. 1 - w z 6" 6 -�- SEE DETAIL C 6� 6 �- I SEE DETAIL C c , o a o I a a ANCHORING LOCATIONS N 5 x DO LOCATIONS 6'8" OUTEXINC SINCLE UNIT (X) 8'0" OUTSWINC SINCLE UNIT (X) SCALE: 1/2" =1'-0" SCALE- 1/2" =1'-O" S ALL DOOR MODS, Af?E VIEWED ss FROM THE INTERIOR SIDE ���iL-;�I g 33 � G \ D .—N O O N \\\D,Nt`0. co 0 �\0 6 14 o 12 \ ```���nurrrrY��� 0 0 DES F'NO • 0 �\G.. ,•�•.�PC'�� FLORIDAEP.E. NO R7JHERMS F. �78 DATE`12�07 07 7r�''%. SCALE:AS NOTED 8 17 33 _* �/ * _ DWG. BY: EAG IJ DRAWING NO.: T T ; w+ CHK.BY:S. SAFFEL T g DETAIL A DETAIL B DETAIL C DETAIL / CP' �� SCALE: 3/8" =1'—O" SCALE.- 3/8" =1'—O" SCALE: 3" =1'—O" SCALE: 3" =1'-0" ��'i SS C�G\:1 BUILD NO DROPS..INC. DC9970 1� \��`` ]P DMIA BEACH. ]30D1w SHEET 4 OF S FSPE Ce,Vlc.t.of A Lhc7'I31! a.Y937B 4" - - 0 m 3/4" iv 0 2 1/4" ci a 2 3/16 ITSWINC RICH DAM THRESHOLD Z Y T DO 1/16'" (Min) � �� SCALE. 6" =i'-O- I. C) N �L0 1 19 \BUTT HIALE 4." =/' CA. DA_-A-I V Nm THRESHOLD w ^ _ SCALE. 6" =1'-0" SCALE. 6" =1'-0" SCALE.- 6" =1'-O" OL c� Y 3 I 1-9 1OUTSi ING B RAPER THRESHOLD _ SCALE- 6" =1'-O" Z 9/16 -I 1 3/4" 1 3/4' o o p -� I�1 3/16" w W o Z 1 1/4" --T W Z¢ O —L 1 3/16" 1 1/8•, w g a —� -1 O I w m J O ul Z 23 w�ox I ?iCOMPRESSION A'.ATH.R TRIP '8 IzD�D00R TOP RASCALE. 6" >Tf 0" �9. SCALE. 6" -P-0" S O ~~ �/ ZOM RAIL � SCALE. 6" =1'-0" - - CALE.• - =1'-0" o 00 o o 18 3/4" for 8'-0" DOOR I a -11 3/4" FOR 6'-8" DOOR I� 1 23/32" 1 3/16' �� 4 1/4" T- -- - \\��� 3/16" C-SINK.-I- 2 \ �\ �a 3., O �) � rT ` as`° C U UTA. VAR Will)Will) \ �r 3 G HARDWARE USED � D l �,�1 VINYL BOTTOAf DOOR SA EEP LOCI(_DW AR EC S E c r 29 2J --.... _ pETAIL A n N n n N SCALE. 6" =1'-0" SCAI.F.: .?" =1'-0" SCALE' 1/4" =1"-0' "00 0 owl) DO N\\\\O HERMES F. NORERO DATE:12/07/07 N~ 7•j;0 = FLORIDA P.E. NO. 73776 satE:AS NOTED DWG.BY. EAG CNK.Br:S. SAFFEL iO� �.. .OP'•\��\� DRAWING NO.: '��s=•,• •••••• [7\\\ BOUND DROP$INC. DC9970 �DEAST N BEACH.BE CH BLVD.av SNEEr 5 of 5 FBP'CeNnmly of mffi mll.n N..29578 i r EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization#19503 Ep 353 CHRISTIAN STREET, UNIT#13 �RI�� i (11D OXFORD, CT 06478 PHONE:(203) 262-9245. FAX:(203)262-9243 EVALUATION REPORT GAF Evaluation Report 01506.04.08-1112 1Campus Drive FL10626-1112 Parsippany, NJ 07054 Date of Issuance:04/25/2008 Revision 12:03/31/2015 _ SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules an r?gOWlims governing the James,street construction materials in the State of Florida. The documentation submitted has b -n reviewed by Robert Nie;: P.E. for use of the product under the Florida Building Code and Florida Building .Fi5 den Ia '3 cTE e products described herein have been evaluated for compliance with the 5ih Edit oo(,JR&4) Florida Btj� EQ& sections noted herein. DESCRIPTION: GAF Roof Underlayments BY atombo DATE 12/11/2017 SUBMIT7AL4 SPEC LABELING: Labeling shall be in accordance with the requirements .the Accreditedq ;t °�$ yr L� Y�{j�{/r::'�,�#•, ild.11eraI ��i � yf,,,,ra�?�:v1���r�i�•�c��..ni;`€.n!i?:f±':.±oi:�(I�se'Ar�tY gs during this t.:a.��a. herein. :e.t• net rri e•re C^_n; anrg.;cn!ractor rrom wrnpiiancs mtn the rcuerser3s ei!ha c'rsr!a ar:, r..-iica!ions. Contractor is responsble for all ilrners:ns and+abrsuion ra be cora;rtned and.:crrlaterl ai the Job sle CONTINUED COMPLIANCE: This Evaluation Report.is valid until such time as the named , Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 8. Prepared by: •ttILJL(/) '� �����."• .,fir,, Robert J.M. Nieminen, P.E. The facsimile sea]appearing was authorized by Robert Nieminen, F 1`•' P.E.on 03/31/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 rrrvs�r�.;al��,.` document.Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products fors which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the' product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, fjl&A,thl pygner of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for pegnitting-er-design guidance unless retained specifically for that purpose. F)O ' '-J TRINITY ER® ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following- sections of the Florida Building Code through testing in accordance with the following Standards. Compliance_is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.4,1507.2.9.2,1507.5.3, Physical Properties ASTM D1970 2009 1507.7.3 1507.2.3 Physical Properties ASTM D6757 2007 1507.11.2 Physical Properties ASTM D6164 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entity Examination Reference Date ERD(TST 6049) Physical Properties G12210.06.09 08/03/2009 ERD(TST 6049) Physical Properties G34150.08.11 11/14/2011 ERD(TST 6049) Physical Properties G40630.01.14-28 01/07/2014 ERD(TST 6049) Physical Properties G46160SC 04/14/2014 PRI(TST 5878) Physical properties GAF-026-02-01 03/26/2002 PRI(TST 5878) Physical properties GAF-027-02-01 03/26/2002 PRI(TST 5878) Physical properties GAF-042-02-02 03/12/2004 PRI(TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI(TST 5878) Physical properties GAF-154-02-01 02/06/2007 PRI(TST 5878) Physical properties RGM-023-02-01 02/09/2007 PRI(TST 5878) Physical properties ELK-311-02-01 09/11/2007 PRI(TST 5878) Physical properties GAF-238-02-01 03/03/2010 PRI(TST 5878) Physical properties GAF-275-02-01 11/11/2010 PRI(TST 5878) Physical properties GAF-349-02-01 06/19/2012 PRI(TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI(TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 ITS(TST 1509) Physical properties 3077464-002 09/14/2005 ` ITS(TST 1509) Physical properties 3077464-02 01/09/2006 UL(TST 1740) Physical properties 02NK22569 06/04/2002 UL(TST 1740) Physical properties IONK11990 05/18/2011 Miami-Dade(CER 1592) HVHZ compliance 13-1104.05 02/20/2014 Miami-Dade(CER 1592) HVHZ compliance 13-1104.11 03/06/2014 Miami-Dade(CER 1592) HVHZ compliance 14-1022.26 02/05/2015 ICC-ES(EVL2396) IBC compliance ESR-1322 01/01/2014 UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Stockton,CA 11/12/2014 UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Hickory,NC 03/04/2015 UL,LLC.(QUA 9625) Quality Control Inspect,File R10689,Mt.Vernon,IN 01/16/2015 UL,LLC.(QUA 9625) - Quality Control Inspect,File R10689,Pryor,OK 02/05/2015 4. PRODUCT DESCRIPTION: I 4.1 Self-Adhering Underlayments: 4.1.1 Liberty" SBS Self-Adhering Base/Ply Sheet is a smooth-surfaced, fiberglass-reinforced, self-adhering SBS modified' bitumen roof underlayment. 4.1.2 StormGuard®Film Surfaced Leak Barrier is a film-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen; roof underlayment. StormGuard® Film Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. Exterior Research and Design,I.I.C. Evaluation Report 01506.04.08-11112 Certificate ofAuthorlwtion#9503 F1.10626-1112 Revision 12:03/31/2015 Page 2 of 8 c TRINITY ERD i 4.1.3 UnderRoof" 2 Polyester-Surfaced Leak Barrier is a spun-bond-glass-reinforced-polyester-mat-surfaced, composite- reinforced,SBS self-adhering modified bitumen roof underlayment. 4.1.4 UnderRoof m HT High Temperature Leak Barrier is a polyester-mat-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen roof underlayment. 4.1.5 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. WeatherWatch® Mineral Surfaced Leak Barrier is also used as a secondary water barrier to seal roof decks. 4.1.6 WeatherWatch® XT Mat Surfaced Leak Barrier is a coated-mat-surfaced, fiberglass-reinforced, self-adhering SBS modified bitumen roof underlayment. 4.2 Mechanically Fastened Underlayments: 4.2.1 VersaShield® Fire-Resistant Roof Deck Protection is a non-asphaltic,fiberglass-based roof underlayment and/or fire barrier. 4.3 Asphalt-Applied Underlayments: 4.3.1 Ruberoid® Mop Granule is a granule-surfaced, polyester-reinforced, asphalt-applied SBS modified bitumen roof underlayment. 4.3.2 Ruberoid® Mop Granule FR (formerly Ruberoid® Mop 170 FR) is a granule-surfaced, polyester-reinforced, asphalt- applied SBS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory Or test report from accredited testing agency for fire ratings of this product. 5.4 GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop GAF Roof Underlayments are follows: .. _ -.TABLE T:-ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes& Slate or Shingles Shingles Simulated Slate VersaShield®Fire-Resistant Yes No No No No No Roof Deck Protection i Liberty"SBS Self-Adhering Yes No No No No No Base/Ply Sheet StormGuar0 Film Surfaced Leak Barrier Yes No No Yes No No UnderRoof'2 Polyester- Yes Surfaced Leak Barrier Yes Yes See 5.5.1 No No Yes, UnderRoof"HT High Yes No No Yes No No Temperature Leak Barrier WeatherWatch°Mineral Surfaced Leak Barrier Yes No No No No No' WeatherWatch®XT Mat Yes No No No No No� Surfaced Leak Barrier Yes Ruberoid°Map Granule Yes Yes See 55.1 No Yes Yes' Ruberoid®Mop Granule FR Yes Yes Yes S 5.5.1 No Yes Yes ee Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1112 Certificate of Authorization#9503 FL10626-1112 Revision 12:03/31/2015 Page 3 of 8 TRINITY ERD 5.5.1 "Foam-On Tile" is limited to use of the following unless tensile adhesion/ long term aging data from an accredited testing laboratory is provided. Underlayment(s) Adhesive Option(s) UnderRoof'2 Polyester-Surfaced Leak Barrier. 310TM 2-Component Roof Tile Adhesive AH-160(FL6332) Ruberoid®Mop Granule;Ruberoid®Mop Granule FR Dow TileBond(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Liberty'"' SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof- 2 Polyester- Surfaced Leak Barrier: UnderRoof' HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch®XT_ Mat Surfaced Leak Barrier.Self-Adhered to Deck: ➢ New untreated plywood; ➢ Existing untreated ASTM D41 primed plywood. Ruberoid®Mop Granule and Ruberoid®Mop Granule FR Asphalt-Applied to Deck: ➢ ASTM D41 primed structural concrete. 5.6.2 Liberty— SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRooflm 2 Polyester- Surfaced Leak Barrier: UnderRoof" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced Leak Barrier and WeatherWatch® XT Mat Surfaced Leak Barrier Self-Adhered to MechanicalIV Attached Base Underlavment: ➢ ASTM D226,Type II felt. StormSafelm Anchor Sheet Ruberoid® Mop Granule and Ruberoid® Mop Granule FR Asphalt-Applied to Mechanically Attached Base Underlavment: ➢ GAFGLAS°#80 Ultima—Base Sheet; > Ruberoid®20 Smooth. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12)or as detailed below. 5.6.3 Bond to Other Substrate Types: ASTM D41 primed metal(flashing metal,valley metal,etc.) 5.6.4 Wind Resistance for Underlavment SVstems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems,that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure:, divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind loads. 5.6.4.1 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: UnderRoof m 2 Polyester-Surfaced Leak Barrier,self-adhered 5.6.4.2 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS®#80 Ultima—Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min.! 1.25-inch long ring shank nails through 32 ga., 1-5/8 inch diameter tin caps spaced 9-inch o.c.at the' 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced,staggered center in the field of the, sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type, IV hot asphalt at 20 to 25 Ibs/square. Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1112 Certificate ofAuthoriaation#9503 FL10626-1112 Revision 12:03/31/2015 Page 4 of 8 .V TRINITY ERD 5.6.4.3 Maximum Design Pressure=-45 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: GAFGLAS®#80 Ultima'"Base Sheet or Ruberoid®20 Smooth mechanically attached with 12 ga.,min. 1.25-inch long ring shank nails through 32 ga.,1-5/8 inch diameter tin caps spaced 8-inch o.c.at the 4-inch wide side laps and 8-inch-o.c.at three(3),equally spaced,staggered center in the field�of the sheet. Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312,Type IV hot asphalt at 20 to 25 Ibs/square. • 5.7 Exposure Limitations: 5.7.1 Liberty'"' SBS Self-Adhering Base/Ply Sheet; StormGuard" Film Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak Barrier;WeatherWatch° Mineral Surfaced Leak Barrier and WeatherWatch®XT Mat Surfaced Leak • Barrier shall not be left exposed for longer than 30-days after installation. 5.7.2 VersaShield® Fire-Resistant Roof Deck Protection, UnderRoof" 2 Polyester-Surfaced Leak Barrier, Ruberoid® Mop Granule and Ruberoid®Mop Granule FR shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Install self-adhering underlayments when ambient temperatures are minimum 457 and rising. 6.4 All metal surfaces shall be primed with Matrix'" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self-adhering membranes. 6.5 VersaShield®Fire-Resistant Roof Deck Protection: 6.5.1 Install VersaShield® Fire-Resistant Roof Deck Protection in compliance with manufacturer's published installation instructions and the requirements for ASTM D6757 underlayment in FBC Section 1507.2.3 for the type of prepared roof covering to be installed. A double layer is required for 2:12<roof slope<4:12. No hammer tacks or staples are permitted 6.5.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self-Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier; UnderRoof" 2 Polyester-Surfaced Leak Barrier; UnderRoof" HT High Temperature Leak Barrier; WeatherWatch® Mineral Surfaced or WeatherWatch® XT Mat Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over, the' underlayment and exposed decking. At other areas,install the leak barrier over the underlayment. 6.6 Liberty'"SIBS Self-Adhering Base/Ply Sheet: 6.6.1 Install LibertyTM SBS Self-Adhering Base/Ply Sheet in compliance with manufacturer's published installation' instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared'roof, covering to be installed. 6.6.2 The minimum and maximum roof slopes are%:12 and 6:12, respectively. Back-nailing is required when slope is 1:12. or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18"o.c.within 3-inch'side laps. 6.6.3 For non-tile applications,direct to deck:. For direct-bond to deck applications plywood shall be primed with Matrix'"307 Premium Asphalt Primer or alternate. GAF accepted ASTM D41 primer at'%to%gallon per square. Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"201 Premium SBS Flashing Cement over drip edge. Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1112 Certificate ofAathorization#9503 FL10626-R12 Revision 12:03/31/2015 Page 5 of 8 TRINITY I ERD i Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.6.4 For non-tile applications,to mechanically attached anchor sheet: Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe'"Anchor Sheet in accordance with Section 6.6. Install Liberty'"SBS Self-Adhering Base/Ply Sheet over the mechanically attached anchor sheet as noted above. 6.7 StormGuard®Film Surfaced Leak Barrier: 6.7.1 Install StormGuard® Film Surfaced Leak Barrier incompliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.7.2 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-inch side laps. 6.7.3 For non-tile applications,direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge .and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix""201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.7.4 For non-tile applications,to mechanically attached anchor sheet: Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe'"' Anchor Sheet in accordance with Section 6.6. Install StormGuard®Film Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.8 UnderRoof'"2 Polyester-Surfaced Leak Barrier: ' I 6.8.1 Install UnderRoof'" 2 Polyester-Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof, . covering to be installed. 6.8.2 The minimum and maximum roof slopes are 2:12'and 12:12,respectively. Back-nailing is required when slope is'4:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side laps. 6.8.3 For tile roof installations: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted herein as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6.8.4 For non-tile applications,direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave) with the selvage; edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of! release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load; requirements. Install 1/8-inch troweling of Matrix'"201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. En'surel all end laps are staggered at least 3-feet apart. End laps shall be sealed with a 1/16th to 1/8th inch thick trowel application of Matrix'"201 Premium SBS Flashing Cement. Use a hand roller to firmly bond side and end laps. Exterior Research and Design,LLC. Evaluation Report 01506.04.08-R32 Certificate of Authorization#9503 FL10626-R12 Revision 12:03/31/2015 Page 6 of 8 TRINITY ERa 6.8.5 For non-tile applications,to mechanically attached anchor sheet: Install ASTM D226,Type II felt in accordance with codified requirements or StormSafeT" Anchor Sheet in accordance with Section 6.6. Install UnderRoofr'2 Polyester-Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. 6.9 UnderRoof"HT High Temperature Leak Barrier: 6.9.1 Install UnderRool " HT High Temperature Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.9.2 The minimum and maximum roof slopes are 1:12 and 12:12,respectively. Back-nailing is required when slope is 4:12 or greater. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 12"o.c.within 4-inch side laps. 6.9.3 For non-tile applications,direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of TopCoat®FlexSeal'"Caulk Grade over drip edge. Continue upslope in a similar manner, maintaining minimum 4-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 3-feet apart. Use a hand roller to firmly bond side and end laps. 6.9.4 For non-tile applications,to mechanically attached anchor sheet: Install ASTM D226,Type II felt in accordance with codified requirements or StormSafe'"Anchor Sheet in accordance with Section 6.7. Install UnderRoof"HT High Temperature Leak Barrier over the mechanically attached anchor sheet as noted above. 6.10 WeatherWatch®Mineral Surfaced Leak Barrier or WeatherWatch°XT Mat Surfaced Leak Barrier: 6.10.1 Install WeatherWatch'Mineral Surfaced Leak Barrier or WeatherWatchO XT Mat Surfaced Leak Barrier in compliance with manufacturer's published installation instructions and the requirements for ASTM D1970 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. ` 6.10.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier-using minimum 4-inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.10.3 Back-nailing is required. Back-nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. ` within 4-inch side laps. 6.10.4 For non-tile applications,direct to deck: Prior to removal of release film, align sheets properly starting at the low-point of the roof(eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12"o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'"201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side-laps and minimum 6-inch end-laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. 6.10.5 For non-tile applications,to mechanically attached anchor sheet: Install ASTM D226,Type II felt in accordance With codified requirements/or StormSafe'"Anchor Sheet in accordance with Section 6.6. Install WeatherWatch® Mineral Surfaced Leak Barrier or WeatherWatch® XT Mat Surfaced Leak Barrier over the mechanically attached anchor sheet as noted above. Exterior Research and Design,LLC. Evaluation Report 01506.04.08-R12 Certificate of Authorization#9503 FL10626-1112 Revision 12:03/31/2015 Page 7 of 8 TRINITY(ERD 6.11 Ruberoid®Mop Granule;Ruberoid®Mop Granule FIR: 6.11.1 Shall be installed in compliance with current GAF published installation requirements, subject to the limitations herein. 6.11.2 Non-Tile Applications: 6.11.2.1 Fully adhere in ASTM D312,Type IV hot-asphalt to the substrates noted in Section 5.5. Side laps shall be minimum 4- inch and end-laps minimum 6-inch wide, and offset end-laps minimum 3-feet from course to course. Side and end- laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. Consult GAF instructions regarding back-nailing requirements. 6.11.3 Tile Applications: 6.11.3.1 Refer to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein. 6.11.3.2 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation ofthis product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC.—QUA9625;(847)664-3281 -END OF EVALUATION REPORT- _ I I I I � i i 1 Exterior Research and Design,LLC. Evaluation Report 01506.04.08-1112 Certificate of Authorization#9503 FL10626-1112 Revision 12:03/31/2015 Page 8 of 8 I 398 E. Dania Beach, Blvd BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004 Certificate of Authorization:29578 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Product Evefluation Report Of JELD-WEN, inc. Steel, Steel Edge Door 6'-8" and 8'-0" Single Outswing Opaque Impact Door for Florida Product Approval Current Florida Building Code Method: 1 — A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies i Product: Steel, Steel Edge Door Material: Steel/Wood Product Dimensions: 37-314"X 97-518" (iV ximum) I Prepared For: JELD-Vil"E: , ins:. j 737 Lakeport Blvd. Kl;. tuath Falls, OR. 97601 Prepared by: �Q-�.•• F01 Ulertu.es l% orero, P.E. Florida Professional Engineer#73778 Date: 04/19/2015 File : moo TT •� ; Contents: Evaluation Report Pages 1 -4 ��i �S •.•••"'•••• G\ Digitally signed by Hermes F.Norero,P.E. ////S/ONAi Reason:I am approving this document Date:2015.04.10 09:07:11-04'00' Hermes F. Norero, P.E. Florida No. 73778