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PRODUCT APPROVALS
I I- WE SCANNED BY StLudeCounty Whole House Engineering, LLC 4451 St. Lucie Blvd. Fort Pierce, FL 34946 (772) 409-1010 office (772) 40971015 fax Florida Product Approvals FILE COPY Project Name HAB - Deer Park 0 APPROVED ❑ REJECTED i ® REVISE ® NOT REVIEWED BY atombo DATE 3/27/2018 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 — Deer Park Customer Name: Habitat For Humanity Site Name: Deer Park Site,Address: 7901 Deer Park Ave. Fort Pierce, FL 34951 f ova•.. Table of Contents', Item Page LawsonSingle Hung Windows.............................................................................................................................. 1 Jeld Wen In or Out Swing — Entry Doors........................................................................................................... 9 HASGarage Door.................................................................................................................................................. 10 Owens Corning Duration or Tru-Definition Asphalt Shingles......................................................................... 26 Lomanco 135 Series Louvered Roof Vents........................................................................................................ 32 GAFRoofing Felt................................................................................................................................................... 36 3 MIAMi•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONON•IIC RESOURCES (RER) . 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamidade.gov/economv Lawson Industries, Inc 8501 NIX 90 Street Medley, FL 33166 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 "SH-7700 (Flange Frame) Aluminum Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, titled "Series-7700 Single Hung Flange Frame Impact Window", sheets I through 5 of 5, dated 05/27/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed by Thomas J. Sotes, 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 YNtPACT R_A.T-T. iG: Large and Small Nvssile Impact Resistant IL,EWrATIONS: Insulated Glazing Options Types 6 and 7 are not approved to be installed above 30 feet in height without external protection device (shutters) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM-1NATION of this NOA will occur after the expirration 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 No. 16-1003.01 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'Sifang Zhao, P.E. M1AMI-DADEcourmr ��.�• NOA No. 17-1212.21 y, c�P� Expiration Date: December 27, 2021 `1 Approval Date: February 01, 2018 Page 1 Page 1 of 41 Lawson Industries, Ine. t- NOTICE OF ACCEPTANCE: EVHDENCE SUBNIIT"MD A. DRAWITiGS 1. Manufacturer's die drawings and sections. (Suhmitted under NO No. 09-0706. 09) 2. Drawing No. 1,7700-0901, titled `Series7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision :D dated 11/01/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test repot 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 FB'C, TAS 203)-94 along with marked -up drawings and installation diagram of an aluminum single hung - window, prepared by Hurricane Enginienng .& Testing, Inc., Test Reports No. II TI- 09=�-OA and IIIETH-09-2534B, dated 03/.92/09, signed and sealed by Candido F. Font, P.E. ' (Submitted un._.der IVO.4 No. 09-0706.09) 2. Test reports on: 1) Unifo-rin Static Ai Pressure Test, Loading per FBC TAS 202-94 2) Large 1Vussj--Ie 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 an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., aFt Test Reports No. 1FiETi-08-2003C, HEII-08-2004A, HE-11-08-2060A & B, AE T Y-08-2061A & B, IIETI-08=2062A & B, HETI-08 2.0-63A.&.B, IIETI-08-2064A.& B, dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.17) 3. Test reports an: 1) Air Infiltration Test, per FBC, TAS 202-9� 2) Uniform Static Air Pressure Test, Loading -per NBC TAS 202-94 3) Water Resistance Test, per FBC; TAS 202-94 4) Large N. ssile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 6) Forced Entry Test, per FBC 24111 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing LaboratwT,. Inc., Test Reports No. r� �- 2987 and ETL-298,6, dated 04/03/ 01 and 03/27/01, all sued .and sealed by Luis Antonio Figueredo,. P.E. . (S,ubmitted under NOA No. 01-1069 01) .C. CALLCUILIATIONS 1. Anchor ver Ecation calculations. and structural analysis, conm. lying with FBC, prepared by Lawson industries, Inc., dated05/28 09, revised on 01/19/10, signed.and sealed by Thomas J. Sotos, P.E. ("Submitted under NO-4 No.11-0705.09) 2. Glazing cc rnplies with A.STISI EI300=09 Siang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December -77,2021 Approval -Date: February 0:1, 20I� E-1 Page 2 of 41 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kur aray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifoIO Ultraclear, Clear and. Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for'their "Safiex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with F13C-611 Edition (2017), and of no financial Interest, dated November 17, 2017, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E_ 2. Statement letter of no financial interest, dated 05/28/09, issued by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NO_A No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. IIETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. I (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test'iReports No. HETI-08-2003.C, FIE1I-08- 2004A, I3ETI-08-2060A & B, HE7I-08-2061A & B, RETI-08-2062 A & B, B(ETI-08-2063A & B,1MTI.08-2064A &B, issued by Hturicane Engineering & Testing, Inc., dated 03/1.5/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-0825.1.7)- 5. Laboratory compliance letter for Test Reports No. FTL-2987 and-FTL-2986, issued by Fenestration Testing Laboratory, Inc., dated 04/03/01 and .03/27/01, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-0406.08) G OTHERS 1. Notice of Acceptance No.16-1003.01, issued to Lawson Industries, Inc. for their Series "SH-7700 (Flange Frame)" Aluminum Single Bung Window — L.M.i.", approved on 12/15/16 and expiring on 12/27/21. z;— Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date. February 01, 2018 E-2 Page 3 of 41 INSTALLATION ANCHORS. - (A) 4 NAY' AT FRAME HEAD (H) NONE PER FRAME SILL (Cl FRANC JAMBS (SEE SHEET A iW ` 9 7/H' WINDOW FLANGE FRAME VI➢iN WIN➢OW FLANGE FRAME WIDTH l3 3/4' INSTALLATION ANCHORS I^ (A) 4 MAX. AT FRAME HEAD 10 IS/16' A� A I MAX O.C. (A1 NONE PER FRAME SILL MAX. 1ILC 61 FS pX) (C) FRAME JAMBS CSEE SHEET 14) F MCIK. D.L.O. Wid "' ALL CORNEAS ' ° 1� c = ii43 9 16 , •- ✓/ -1 tE p iI ii x B A it D is. �� �" }�> 10 3/16' INAX ABOVpEL i� '/�.� 0 ifI i x Max. lb.LO. Widt ILLS c 11 16 n ING nw �Fi At .� , B it ` S O /ii/ U u �a G' MEE71NG RA]LS W e vz• MAXX• BELDV MEETING RAILS I ii Q 6' t Pv woW MGL I ING RAILS G > 04 u i nIV ] i 6' MEETING Q _ RAILS x 11 3/4'_ WINDOW FLANGE FRAME WIDTH I I3 3/4' C it it L C V a Mo ' D.L.O. Width 48 11/ 16 I B I AI d •- i ""MAX 7-MUNTINS j C C' EXT. 6 INT. FALSE COLONIA L C' EXT. 6 INT. FALSE COLONIAL �_ 47.000• MUNTINS ARE APPLIED V/ VIPIDDW HOCK WIDTH 52125' YINOOV HOCK WIDTH ARE APPLIED W/ V/ SILICONE AND ARE 52.125' W/ SILICONE AND ARE AVAILABLE AS OPTIONAL 48" x 78" EQUAL LITE ELEVATION UN —EQUAL LITE RADIUS AVAILABLE AS OPTIONAL ELEVATION WINDOW BUCK WIDTH UN —EQUAL LITE ELEVATION • INCLUDES UN -EQUAL LITE AND RADIUS HEAD (LIMITED TO LOADS ON SHEET 4 OF 6) (LOOTED TO LOADS ON SHEET 4 OF 5) (LIMITEDTO LOADS ON SHEET 4 OF 6) General Notes: SERIES-7700 SINGLE HUNG IMPACT WINDOW - FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS s3Jzs• OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING INSTALLATION ANCHORS- WINDOW FLANGE FRAME WIDTH HIGH VELOCITY HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-09. (A) 4 MAX. AT FRAME HE, n THIS PRODUCT LMYACT RESISTANT. (SHUTTERS NOT REQUIRED) CB) NONE PER FRAME SILL CC) FRAME JAMBS (SEE SHEET t14) ,I I MA13 3/4.X. O.C. I- 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS 1YPICAL AT OF THE F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 6 ALL CORNERS 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND AS TABULATED ON SHEET 4. Y 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE H 9 5s/8, ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND MAX.ABOVE TO BE REVIEWED BY BUILDING OFFICIAL. s~0-7 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS ~ z TYPES TABULATED HEREIN (SEE SHEET 93), AND FOR USE WITH DOUBLE GLAZE a> t LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3). _ N�W j 6' MEETING RAI 6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES. _- o 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3. $n a (+ 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE > 'MAX BELOW 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED MEETING RAILS W (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET y2 FOR DETAIL & NOTES) j WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24, SECTION 11.3.8.3. 6 MAx Mcx. D.L.O. qth =1148 11/1qi I� B I1 3 ii II � ' ii D � 11HODUCT REVISM u complying with dw Florida Duilding Code 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVEDExpiration C Accept➢nceNo 7- Z .ZI Dale j WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE EXT. & INT. FALSE COLONIAL ©y BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WIIZ APPLY MUNTINS ARE APPLIED V/ V/ SILIC13W AND ARE �e•1E5' - MinNli Dede Pradutt CODCO; TO THE ENTIRE MULLED SYSTEM. 13.) SEE SKEET # 3 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. AS OPTIONAL. WINDOW W➢DV RICK WIDTH EQUAL LITE ELEVATION 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE (LIMTED TO LOADS ON SHEET 4 OF 5) PAINTED OR PLATED AND SHALL MEET THE FLORIDA BLDG. CODE. Page 4 of 41 /4V•En LL •b''' Ali 'y N L1 S M 1/4' TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. ALL WGOD BUCKS ENGINEERED SEPARATELY — (SEE ELEVATION AT SHEET #1 & To DE REVIEWED BY BLDG, OFFICIAL (TYP.) FOR MAX, FASTENER SPACING) P.T, WOOD BUCK NOT BY LAWSON IN➢, MUST SUSTAIN IMPOSED LOADS 1 1/8' MIN, D N,::� a 'o ,.d •. a : , 1 'MIN. n ?ri, • a, a'4 .a .A EMBED MENT . !i. �•. .:V:•'' a V d d. 4.- EXTERIOR GRADE PERIMETER CAULKING I EXTERIOR b O a-- C Cx O EXTERIOR GRADE - PERIMETER CAULI SILICONE ADHESIVE BEDDING COMPOUND LAMINATED GLASS 24 INTERIOR RAILING 1B EXT. GRADE CAULK B 5 O 414 S.M.S, W/ 1 1/4'. MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE %� 23 BEDDING COMPOUND J I rwl (12�� INTERIOR u z F¢- a EXT, GRADE / I O #14 S.H.S. W/ 1 1/4' 11 MIN_ MIN, EMBEDMENT INTO WOOD, n(s n3sTM (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) EXT. GRADE CAULK —� Al 4' MAX. SHIM TYP 5 o141 GLASS ., .PT. WOOD BUCKS I 20 ' 1/4' TAPCON W/ 1 1/4, +o n 00 M 19 MIN. EMBEDMENT INTO CONIC. (SEE ELEVATION AT SHEET #1 ao nA o b FOR MAX. FASTENER SPACING) m o N J O Z 12 1 1/4' MIN, I z B MBEDMEN Ln w = --- ---- 1 1/8' MIN, W a EDGE DISTANCE EXTERIOR 417 n` n. :t•. EXTERIOR GRADE PERIMETER CAULKING ' z! —WINDOW FRAME WIDTH WINDOW INSTALLATION NOTES i J. THE WINDOW FRAME FLANGE TO BE BACK —BEDDED W/ AN EXT, GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE W BY WINDOW INSTALLER (TYP.) _2: THE-EXPOSED-EXT, PERIMETER OF THE WINDOV FRAME TO \ BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK \ BY OTHERS (TYR) • 11IfIEN THE GAP BETWEEN THE WINDOW'FRAME AND THE BUCK OR Q MASONRY IS LESS THAN 1/8", SHAHS ARE NOT REQUIRED. ANCHORS NOTE: F�91 FN ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR 1 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR I CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR 4 # I QUANTITIES REQUIRED) = o ie 3 ; U PRDUULT RE•JISSD tom•, c2z7 a W-lPlyinB.rinh the Flarida NW Building Cede Aeeep3aneeNo�7"11 �z E W44on DM5 o By� MiHal1 Dade ti Pmdum Control oa 0. i oA nS o tl � $ E z C z a `4E45t1®6@7@�@@00 a B 24 11 23 'SILICONE OPTIONS', •~ DOW CORN! G 899 SCKNEE-NOREHEAD 5731 TRENCD SPECTRUM 2 GLA21-� GLAZING DEPTH LAMINATED GLASS COMPOSITION - TYPE 2 IIHY GLASS DESCRIPTION D$TAIL LLI@IArt DESCREPIION I I I/W ANNEALED GLASS &AF'EX PVB by Eastnan CYNIN[al Co. 2 OD90- PLASTIC INTERLAYER A _ _ r_-� a>.n 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 3 ITEM GLASS D85LTitPTION "Er IAI@UIE DEBCAfPTION I 1/8' ANNEALED GLASS = ' _� SENTRYGLAS by 2 a090- PLASTIC MTERLATER_ _ _ .. Kwaroy Anerka, Inca 3 1 Va. ANNCALED CLASS LAMINATED GLASS COMPOSITION - TYPE 4 ITIO[ CIA93 DESCRIPTION DETAO, lA1tINA1E DESCRIPTION 1 I/8' ANNEALE➢ GLASS -� CROSIER PVB by Kvuvy A-11c., Inc 2 0.090' PLASTIC INTERLAYER 4Yd' AI I aOn• 3 I/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION - TYPE 5 1'IE11 GIASS DESCRIPTION DE7AD, ___ _ LIULKATE DESCRIPTION 1 1/8• HEAT-STRENGHTENED (LASS TROSIFTL PVB by Kuraray AAerlca, Inc, 2 0.090• PLASTIC INTERLAYER a 4Q' - -� I a](r 3 1/9' HEAT-STRENGHTENED CLASS 11 20 3 'SILICONE OPTIONS'. - - - DGV CORNING 899 SCNCE-SP5731 24 TRENCO SPECTRUM 2 0.600' GLAZING DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE 6 LILT/ OIABB DESCRIPTION DRLb LAI@U1E DESCREPTI 1 1/81 )EAT-STRENGHTENED GLASS 2 0.090• PLASTIC INTERLAYER - Q4- a/�' 7p011FR PVB by 3 1/8' HEAT-SIRENGHTENED GLASS Kwaray A-Hc., Inc 4 1/4' INSRATED AIR SPACE S 1/8• ANNEALE➢ GLASS 1, 0a(0 INSULATED LAMINATED GLASS COMPOSITION TYPE 7 II81f GLASS DESCRIPTION DITTAM D+IeTA1L DESCRD'DON 1 1/8• ANNEALED GLASS ,e..- __.__.-_._ 1 2 0.090' PLASTIC INTERLAYER © M-' SAFLEX PVB by 3 1/8• ANNEALED GLASS 11 Eastnan Chenkal ca 4 1/4• INSULATED AIR SPACE 5 1/8' ANNEALED GLASS I aaa• GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES "6 & 7" INSTALLED ABOVE 30It IN THE HVHZ, THE ,I.G. IN THE EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). H14 S.M.S. V/ 1 1/4' MIN EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET RI FOR MAX. INTERInt r NOT BY LA VEATHERPI MOISTURE BY OTHER! FASTENER SPACING) VSON v(• MAN. INTERIOR SHIN SPACE BUSHH INDUSTRIES, ING EXT, GRADE BACK BEDDING TO BE APPLIED BEHIND WIN➢OV FRAME FLANGE BY 2X 2X INSTALLER (TYP) (OOF BARRIE (TYP. i,IVAIMYhIYhXIVAVM`JsYJrV EXTERIOR ••., <i. •2?•i^..;:•� ::!=if EXT. GRADE PERUETER CAILKING NDT BY . INDUSTRIES', TO BE APPLIED BY OTHERS C 1 JAMB CTYP) STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING - TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC WOOD FRAME INSTALLATION DETAIL ALUMINUM MULLION — SEE MULLION APPROVAS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF SINGLE HUNG WINDOW OR MULL SHALL GOVERN - INTERIOR EXTERIOR EXTERIOR GRADE — PERIMETER CAULKING 26 6 6 25 21 s LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. S. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. -R 12 X 3/4' S.D.S. SEE MULLION APFROVALS FOR FLAT HEAD, PHILLIPS, MULLION TYPE, SIZE AND MAX. (SEE ELCVATION AND DESIGN PRESSURE, LIMITATIONS. DP TABLES FOR QUANTITY AND FASTENER SPACING) INTERIOR NOTE: THE LOWER PRESSURES OF SINGLE 1 /4' MAX, HUNG WINDOW OR MULL SHALL GOVERN SHIM /-1Y 12 S.D.S. X 1 1/4" L SEE ELEV. FOR SPACING FRAME MULLING DETAIL 6Gf41 I Gjlf— NOTE: 'Z 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PARTIED OR PLATED. -- - 2. METAL STRUCTURES: ��- A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.048-) PERIMETER WINDOW FRAME B) ALUMINUM : 6063-T5 MIN. SEALANT EXTERIOR E1 (ALUM. 0.076" MIN. THICK) METAL STRUCTURE A'1"PACHMENT DETAILA'1"PACHMENT DETAIL PRODUCT REVISED 09 COMPlying With Lie Florida BDilding Code ApceplEnce ND I - Ll 21 EXpilntinn Drte I Oy Mieasi Dada Product Control I N t0 W W N (0 W N t0 OD N �I > O RiCT N J W' N J m' W N J N m W W N V N (0 m ' m N V N t0> OCTCT (T N (31 N CR CT N Ul -4 xm � U U U U U U S O0olCAcRmL"Ch I---- W (n to (T to 0 co 01 W ( 1 tD Gi a mmmm Nju jvNWwwwwwmWmW Wao D cNno, uN,1 O n FIT 1 D n D in to to W 0) rn 0 17 ti o Q y 'm U1 •( y < Lo Ii (T (o (A 0 a) 0 (A 0 0 0 (A 0 (n 0 (A 0 (A 0 CA 0 (A 0 m 0 (A 0 CA 0 (A 0 m 0 m 0 to 0 (A 0 O 0 C7)W. 0 fy W t0 O O O O O O O O O O O O O W O; .... W W W W W W m 000000000000000000000 ` 0000oo00O000000�00000000000 y m `m � T1`2 I Zvi m O w b v t0 co 0 lb 0 co 0 m 0 0 co 0 M 0 0 00 0 0 (D 0 0 (D 0 0 O 0 0 m 0 (P 0 0 CD 0 0 (b 0 O 0 CO 0 W 0 (D 0 0o 0 co 0 N U y 0) Q y J W 0 m m m 0 0 0 0 0 0 m W 0 0 0 0 m W 0 0 0 0 m W 0 0 0 m m 0 o 0 0 mom Oj0 010 m m 0 0 0 m m 0 0 0 0 m m 0 0 0 0 W m O O 0 0 m m O O 0 o m W o o 0 0 N 0000 0 C) 0 0 0 0 0 0 C) 0 0 1 y fq i y m $ A N W a m m V p OD O (A O (17 O (A O 0D O 07 O (D O m O (D O W O (A O (D O (D O OD O co O (1D O OD O m O N O Oo O (R w �L J W m m'm 0 0 0 m m 0 0 m m 0 0 m m 0 0 m m!m' 0 OiO I � W 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 C, N 0 W �. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0ID �I o0000000 0000;00000000 000000 -+ y a o c: • o I � a o e z rn H O tjl 4" ta., t—1 3 El N ry g h FL nAw 0 mU LNl WN A m91 N (0 OW N -4 m N J N -4 N' U en Ln N N U N -•I U U V A -4U J J A A J J A A U U J A W W W m W U U U U U U U U U= -4 -4 -4 J m U U U U (h 000000 U m m fT 0 W oommDo W W W W oo W oo N N N N N =° m N m m W m m tJ N N tJ tJ N (J til (J tJ (n) tJ tO W W .D m m N m N N N N W N V W W V V W W -4V W -4m m m m m m mmmm(nm mmm m C. cn 0mM0 m -Si L m co m m W A 7 A a le 3 � O A Vm) V 50 m m O O m J O A W m O O W m O O m m O O m m O O m m O O m m o 0 m m 0 0 W m 0 W W O W m O o m ............... 0 0 0 0 0 0 0 0 0 0 0 0 O.0 N O tR Z 00000000000000000000000000000000000000000 _O _O .O tD O � b V mm mmmm mm mmmmmm mmmmmm m m OO mmmmm O O O O m O OO mmmmmmm Tl�M,M�M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v + m m oo o000 o000000000000000000o m 00oo mm m m m m m 00 00000000000000000000000boo00m C D � r r � p�m mm 0 0 om o o mmmm p o o p, mmmmmmmmmWWWWmm o 0 0 0 0 0 0 0 0 0 0 0 o 0 mWmmm 0 0 on o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m y W W m m m m m m m m m m m m m m m m m m m m m 0 m m m m m m 0 m o 0 0 0, 0 o 00 o, p O o o o 0 p 0 0 O 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --I 0 0 0 0 0 0 0 0 W a t9 2 w J m m m o o m m a o m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m p 0 0 m m 0 0 m m 0 0 COMM 0 0 m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m m 0 0 m o J� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o v to Note: e, C. Cwpllonce w/ 5 e,d ASTM E1300- Cz; N D. Revised fo Cr OF N. ERhZO V�;,1�e RnA.(on Lent D ply w 2010 i w/ zD14 F9c Y V � �l FRC LA �/ S ON %® T MEDLEY, FLORIDA 33166 FD0 stn EdlGon (2014) IIV1:>U29T12I1.5. IIT PH No.' (305) 696-8660 . )9 7F�BCzon FMANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS 7-09SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW DESIGN PRESSURE CHARTS, & CONFIGURATION OPTIONS 01/17: P_d_, Re)nre,oe NvMor. O,oub,o NufnAe: RMt RaAMn /: L7700-0901 4 OF 5 ,y FRAME HEAD L-7701 O .500 A62 rT 844 2.651 ( 6069-TO AGUM1NOt[ ) FRAME SILL L-7702 FDCED MEETING RAIL L-7704 FRAME JAMB L-77C' C VENT INTERLOCK RAIL VENT BOTTOM RAIL VENT JAMB RAIL L-7705 L-7706 L-7707 O (no5a-TS Awuvlw) O { 6083-To ALMONU1t ) O( Soon-Ta AUUDM ) _ 1t 062 2A00462 5 F[7 o6z VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 L-7708 L-7711 L-4204 O6 ® 16 I7 .062 ( 6063-75 ALUMW M) ( 0009-T5 ALUIaMUM) ( COW -T6 AMUN 1 .050 I •O50 � 1 _L BOB 1.013 •391 —T ,773— .698 J.66 ( em-T5 At UWM ) I O FRAME TOP QQRNFR 9 I ERAAIF HFAn FRAME SILT. r FRAME BO�OMCORNERBO�OM CORNER � 3 �• VENT TOP CORNER 9 ~ VENT JAMB RAIL �q �rf I) VENT TOP P. ti OvENt ROTrau Ran VENT BOTTOM CORNER FRAME & SASH CORNER & SASH CORNER DETAILS Page 8 of 41 BILL OF MATERIALS ITEM N PART # REQD. DESCRIPTION REMARKS 1 L-7001 1 FIN FRAME MEAD 6063-T6 ALUMINUM 2 L-7602 1 FIN FRAME SILL 6063-T6 ALUMINUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINUM 8 1 L-7708 JAS REQ'D. GLAZING BEAD ( 3/8') 6063-T5 ALUMINUM 9 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 10 FS-040 AS REQD. INSTALLATION SCREWS #14 X 1 1/4' F.H./PHIL. 11 L-7531 AS REQ'D, BULB VINYL WTS'P 1/4' DIA. BULB 443033 12 PWS-003 AS REQ'D. .FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REQD. FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP 'J .187'x.310' 15 - HC-024-1 2 SELF -ADHESIVE--PILE PAD 11/4' X.1 1/2' 16 L-7711 AS REQ'D. GLAZING BEAD/ INSULATED,6063-T5 ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE <2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance Systems 21 L-7539 2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 Al AS REQ'D. GLAZING SILICONE SEE GLAZING @ SHT. 3 24 x 2 Laminated Glass SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC-058-11 2 VENT SWEEP LATCH MOLDED NYLON 27 x 1 2 - FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME & MESH 29 L-7730 1 PRODUCT LABEL 30 ■ x ■ • x 31 SM-5504 AS REQD, JOINT SEALANT SM-5504 32 X AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL P26D1JCf REVISED es comPlying with the Florida BuRding Code AcceplanceNo Expiration Dat 1 By MiMW Dade uct Comml o I m I+M7 � r�iJ � rn to A. V rnpc 2 34� � zW d J Z p U, W = q co � I A U � I 0 U w 0 e 0 0 0 ti m � 'T c a� E o I — o u u;n N C C C K zl ui Ua cie 6 LL ,o 0Uj 04 O 09 04j� In s -- u7 ul = NOTICE OF PRODUCT CERTIFICATION Company: JELD-WEN Doors Certification No.: 3737 Lakesport Drive Certification Date: Klamath Falls, OR 97601 Expiration Date: Revision Date: Product: Contours Steel Opaque Steel Edged Door (w/Wood Frame) Specification: PA 201-94/202-94/203-94 NI011233-R2 08/14/2012 08/31/2020 05/16/2016 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 NAMI's Certified Product Listing at www.Namicertification.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 3'2" x 6' 10" +80/-80 2.86 psf Yes CTLA650W Single g Max Panel Size: 3'0" x 6'8" w/ Kwikset 700 Latch & Deadbolt & ADA Threshold - Qualifies Configurations:-X X O/S Opaque Y2" x 6' 10" +80/-80 12.0 psf Yes CTLA650W Single g Max Panel Size: 3'0" x 6'8" w/ Kwikset 700 Latch & Deadbolt & Endura 4566A Threshold Qualifies Configurations: X X I/S Opaque 392" x 6' 10" +80/=80 2:86 psf Yes CTLA65OW Single Max Panel Size: 3'0" x 6'8" w/ Kwikset 700 Latch & Deadbolt & ADA Threshold Qualifies Configurations: X X O/S Opaque 3'2" x 6'10" +80/-80 12.0 psf Yes CTLA650W Single g Max Panel Size: 3'0" x 6'8" w/ Yale Heritage Latch & Deadbolt & Endura 4566A Threshold Qualifies Configurations: X X O/S Opaque 392" x 6' 10" +80/-80 12.0 psf Yes CTLA650W Slagle Max Panel Size: 3'0" x 6'8" w/ Kwikset 700 Latch & Deadbolt & Imperial High Dam Threshold Qualifies Configurations:. X National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 R Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHOlEWSIGNATURE: T 1 2 F rFTop Bracket T�ETAIL A (sheet 2.f3) E Door Height 7'- 0" Shown See chart below for other door heights D 3 1 4 Door Width 16' - 2" Shown - See chart below for other door widths 7 1 a NOTE: Track configuration above the door opening does not affect the wind load rating of the door. F Flag Bracket Detail H (sheet 2 of 3) Slide Lock or Lock Bars Detail G (sheet 2 of 3) Manual door locks are required unless an automatic _operator is installed. 542' r 382' +/ 3„ r 22Z" +/- 3" E acket Set 2 of 3) FBI = I-- Bottom Bracket "-- End Hinges Strut & Strut Attachment �-- Intermediate Hinge 4" +/- 3" J Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 1-2 +/- 3" C C This product has been evaluated per ANSI/DASMA 108-05 (and —12) for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern pine This product has been evaluated per ANSI/DASMA 115-05 (and —12) for large missile impact and cyclic jambs. wind pressure. Supporting structural elements are to be designed by o registered professional Model Number engineer for specific wind loads. PAN C2460 & R2460 SERIES , PAN C2410 & R2410 SERIES PAN C2461 & R2461 SERIES PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES PAN C2481 & R2481 SERIES PAN C2472 & R2472SERIES PAN C2011 SERIES PANC2482&R2482SERES PAN R2560 SERIES PAN C2015 SERIES PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES B PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES A Door Widths Up To Design Pressures + psf - PsfStiles End Stile Center Center Center Impact Resistant Hinges Stiles Hinges Stiles I Hinges 10'-2" 49.7 -55.5 Single 4 2 3 1 5 2 NO 12'-2" 41.5 46.3 Single 5 2 5 2 5 2 NO 14'-2" 35.7 -39.8 Single 6 3 5 2 7 3 NO 16'-2' 31.3 -34.9 Single 7 3 7 3 7 3 YES 18'-2" 24.7 -27.6 Single 7 3 7 3 7 3 NO 20'-2" 20.1 -22.4 Single 9 _5 9 5 11 5 NO 10'-2" 31.3 -34.9 Single 4 2 3 1 5 2 YES 12' 2; 31.3 34.9 Single 5 2 5 2 5 2 YES 14'-2" 31.3 -34.9 Single 6 1 3 1 5 1 2 1 7 1 3 YES Door Height Total # of Sections Total # of Struts Jamb Brkts per Side 6'-0" 4 4 5 6-3" 4 4 5 6'-6" 4 4 6 6'4" 4 4 6 7'-0" 4 4 6 7'-6" 5 5 7 7'-g" 5 5 7 8'-0" 5 1 5 7 NOTICE: These drawings ore o supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. - if B these specific procedures are L not followed, the door may not perform as designed. John E Scates, P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 IMPACT RESISTANT Florida P.E. # 51737 Maximum section height is 21 in. Maximum door height is 16 ft. FL #16660.11 Professional Engineer seal provided only for verification of wind load construction details. All doors, even those above the tested height, DESCRIPTION: are available with jamb brackets or commercial r, full angle. The maximum spacing of the jamb 16' T' PAN 2000 SERIES WIND LOAD brackets/track clips should be maintained. SECTIONAL DOOR DESIGN PRESSURE+31.3/-34.9 PSF A OBAWINO NO.: W1-2000-0194-31-36 SHEET: 1 OF 3 1 REV. E This product is designed and sold by PSF. The AHJ or Engineer o1 Record is responsible for determining the 310 Frrmo" OATEOBN: 4/17/14 ONAWNBT: MVS 43W PSF required for any given site. _ Page 10o141 V�0.0ao 0CarPIGm1014 MODEL(S): SeeSbeet 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 1 8 PUSH NUT7/16" 2t}I CREW END STILES END HINGE 1/4" XTEK 3/4" Hex Washer Head 16 Go Galvanized Steel See DETAIL K for push nut 14 Go Galvanized Steel E!;�Self Drilling (3 per Bottom Bracket) F 0 PUSH NUT placement. TEK SCREW BOTTOM BRACKET F 7/16' See DETAIL K for push nut 1/4" x 3/4" Hex Washer Head TEK SCREW ° Self Drilling (6 per Hinge) 13 Go Galvanized Steel 4TEK placement. q 1/4" X 3/4" Hex Washer Head ® 7 Self Drilling (2 per Bracket) NOTE: This screw should PUSH NUT ADJUSTABLE TOP FIXTURE13 o p be located below the prepunched 7/16° o 12 Go LOW hole and go through the hinge, TOP See DETAIL K for push nut SCREW end stile and skin edge. BRACKET end placement. 1/4" X 3/4" Hex Washer Head PUSH NUT BOTTOM SEAL Self Drilling (4 per Bracket) 7/16" DETAIL A DETAIL 13- See DETAIL K for push nut DETAIL C . pow HEADROOM placement. E TOP BRACKET E 23„ 3 1/2" x 4" E STRUT 4 INTERMEDIATE STILE 18 Go 50 KSI Minimum 16 Go Galvanized Steel Galvanized Steel'T 4"-7 JAMB BRACKET ° � 12 Go Galvanized Steel a0°0° SLIDE LOCK or LOCK BARS o ®o A a (not required with operator) INTERMEDIATE HINGE 18 or 14 Go Golvanized Steel 1 311 2 a o a o TEK SCREW O 1/4" X 3/4" Hex Washer p TEK SCREW BOLT & NUT Self Drilling (4 per p 1/4" X 3/4" Hex Washer Head 1/4-20 X 5/8" CarriageHead TEK SCREW_ Slide Lock) S Self Drilling (4 per Hinge) . - _ _ - -Bolt-&-1/4-20Hex Washer- - 1/4" X 3/_4" Hex Washer- -- -DETAIL D - DETAIL E Head Self Drilling (2 per DETAIL F Nut (I per Jamb Bracket) DETAIL G End & Intermediate Stiles) a WITH AND O WITHOUT BRACE o0 00 O O O O 0 0 NOTE: Details on some views omitted for clarity. oureqlede d Stiles wider ndhend hardwaremay be Double 0 0 0 o aFBOLT c a o 0 o Maximum �� 1 31. FLAG BRACKET c 1I2 DETAIL K ROLLER BOLT RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 5 There should be a 2" Diameter Nominal5/16 x 1 5/8" Lag Bolt COMMERCIAL For Standard, High For Standard, High per Flag Bracket). space of maximum Eleven Ball Nylon or. For Low Headroom With 2" Track and & Vertical Lift & Vertical Lifte With 2" Track and With 3" Track and 1/2" between the roller Ten Ball Steel with & NUT Single End Stiles Single End Stiles Single End Stiles hub and the outside a Minimum Workable X 5/8" Track Bolt edge of the roller Shaft Length Shown. holder which is set by 1/4-20 Hex Washer Nut B ° the push nut. for Horizontal & 2 for DETAIL H Vertical Track) L B 0 0 Min. DOOR SKIN Min. of 1" Minimal 25 Go Galvanized Painted Steel of I" John E Scales, P.E. 256D King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 ° IMPACT RESISTANT Florida P.E. # 51737 °HEAVY FL #16660.11 Professional Engineer seal provided only for COMMERCIAL HEAVY DUTY COMMERCIAL DUTY verification of wind load construction details. For Standard; High Vertical Lift With 3" g & For Low Headroom With Track 3" Track and Double BOLT & WASHER VERTICAL TRACK - 2" Nominal WOOD JAMB a+ X 1 5/6' Lag Bolt & 2" O.D. ti 73 Go Galvanized Steel tested. "' DESCRIPTION: 16' S' PAN 2000 SERIES WIND LOAD A and Double End Stiles End $tiIBS x 7/1 The vertical wood jamb 7E: I.D. Flat Washer 1 ( Ws NOTE: Jamb bracket must be in 3" Nominal 13 Ca is also fasteners may be counter sunk SECTIONAL DOOR DESIGN PRESSURE +31.7/-74.9 PSF A ALTERNATE BOTTOM BRACKETS direct contact with the 2x6 (No approved as an alternate. to provide. a flat mounting surface. See jamb attachment OIIAWINO MD.: WL-2000-01947I35 SHEET: 2 aF 3 REV. E NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket drywall allowed). details on sheet 3 for attaching z=u NOTE: The flat washer is not required jamtis to the structure. Wa°e Gbw a41"T DATE ORN: 4/17/14 ONAWN BT. MVS available. „r far angle mount. Page tl of 41 0 Carn4m teia g MOOEL(S): See Sheet 3 1 1 2 3 1 4 5 6 7 8 WIND LOAD DOOR INSTALLATION SUPPLEMENT F John E. Scates, P1E. 2560 King Arthur Blvd Ste 124-54 Lewisville, Texas 75056 FL PE 51737pag ,$ o Y308/F2203 J 1 a ADDITIONAL GARAGE DOOR WOOD: J.AMB CONNECTI-ON, Supplement to Haas Door Approved Florida Drawings (Excludes High Velocity Hurricane Zone (HVHZ)) Page 14 of 41 A t 6" MAX. FASTENER TO CONTINUE PAST HEADERF. 2 X 6 SOUTHERN PINE !GRADE 2 OR BETTER • SEE CHARTS ON PROCEEDING ES FOR TO BUI DWG STRUCTURE..NT • MAXIMUM ON CENTER SPACING OPENING HEIGHT FIRST FASTENER 4" to 6" ABOVE OPENING THE FLOOR WIDTH i Notes: 1. Vertical jambs should be minimum 2x6 Southern Pine lumber, free of cracks, splits, and knots in the area of attachment fasteners., 2. If the 2x6 is to be mounted on top of drywall the length of the fastener must be increased to ensure proper fastener engagement. 3. Alternate attachment may be approved by a.registered professional engineer. 4. Building structure for which the jambs are to be attached shall be designed by a registered professional engineer taking into account wind loads in addition to other loads. 5. Only use those brand of fasteners mentioned in this supplement for each application. 6. Consult fastener manufacturer for proper application and installation and check the applicable local regulations. i Fastener Types Covered 3/8" Lag Screw Concrete Self -Tapping Anchor Concrete Wedge Anchor L-Hook Anchor a =a� Heavy -Duty Screw Anchor Page 15 of 41 Rev. C — October 2017 _ Mounting 2x6 to a building with wood walls/jambs 3/8" x 3" Lag Screw w/ 1-1/8" 0.13 Flat Washer Min. Embedment 1-1/2", Min. Edge Distance 1-1/2" For Southern Pine building walls/jambs, Specific Gravity = 0.55 620 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load (psf) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28,-0" 30'-0" 20 30 30 30 30 30 30 30 30 30 28 26 24 25 30 30 30 30 30 30 29 27 24 22 21 19 30 30 30 30 30 30 27 24 22 20 19 17 16 35 30 30 30 30 26 23 21 19 17 16 15 14 40 30 30 30 26 23 20 18 16 15 14 13 12 45 30 30 27 23 20 18 16 15 13 12 11 11 50 30 29 24 21 18 16 14 13 12 11 30 9 55 30 27 22 19 16 15 13 12 11 10 9 " 9 60 27 24 20 17 15 13 12 11 10 9 8 8 65 25 22 19 16 14 12 11 110 9 8 1 8 7 For Spruce -Pine -Fir (SPF) building walls/jambs, Specific Gravity = 0.42 482 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) i Load(psf) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 28 26 24 22 20 19 25 30 30 30 30 28 25 23 21 19 1,7 16 15 30 30 30 30 27 24 21 19 17 16 14 13 12 35 30 30 27 23 20 18 16 15 13 12 11 11 40 30 28 .24 20 18 16 14 13 12 11 10' 9 45 28 25 21 18 16 14 12 -11 10 9 9 1 8 50 25 23 19 16 14 12 11 10 9 8 8 7 55 23 21 17 15 13 11 10 9 8 8 7 7 60 21 19 16 1 13 12 10 9 8 8 7 6 6 65 19 17 14. 12 11 9 8 8 7 6 6 5 Notes: 1. In all instances, 2x6 is Southern Pine. 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. Pre-drill'/4" diameter holes at each fastener location. 4. Lag screws must conform to ANSI/ASME Standard B18.2.1. 5. See figure on second page for spacing details and other information. Page 16 of 41 Mounting 2x6 to a building with concrete walls/jambs 1/4" Diameter Concrete Self -Tapping Anchor w/1-1/4" 0.13 Flat Washer (Includes Buildex Tapcon+ (PLUS)) Min. Embedment 2", Min. Edge Distance 2-1/2", Min. Spacing 5" 2500 psi Concrete, using 1-1/4" O.D. flat washer 833 lbs. Der anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft..-in.) Load(psf) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 1 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30'� 30 29 28 26 25 24 23 22 35 30 30 30 30 28 27 25 24 23 21 20 19 40 30 30 30 28 27 25 24 22 20 19 17 16 45 30 30 29 27 25 24 22 20 18 17 1 15 14 50 30 30 28 25 24 22 19 18 16 15 14 13 55 1 30 29 26 24 22 20 18 16 15 13 12 12 60 29 28 25 23 20 18 16 15 13 12 11 11 65 28 26 24 1 21 19 17 15 13 12 11 10 10 3000 psi Concrete, using 1-1/4" O.D. flat washer 833 lbs. Der anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(psf) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26.4. 28'-0" 30'-0" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 30 30 30 30 30 30 30 .29 28 26 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 30 30 30 30 28 27 25 24 23 21 20 19 40 30 30 30 28 27 25 24 22 20 19 17 16 45 30 30 29 27 25 24 22 20 18 17 15 14 50 30 30 28 25 24 22 19 18 16 15 14 13 55 30 29 26 24 22 20 18 16 15 13 12 12 60 29 28 25 23 20 18 16 15 13 12 11 11 65 28 26 24 1 21 19 17 15 13 12 11 10 10 4000 psi Concrete, using 1-1/4" O.D. flat washer 833 Ihs_ ner anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width ,(ft.-in.) Load(psf) V -0" 10'-0" 12•-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0"• 20 30 30' 30 30 30 30 30 30 30 30 28 28 25 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 1 30 30 30 30 28 27 25 24 23 21 20 19 40 30 30 30 28 27 25 24 22 20 19 17 16 45 30 30 29 27 25 24 22 20 18 17 15 14 50 30 30 28 25 24 22 19 18 16 15 14 13 55 30 29 26 24 22 20 18 16 15 13 12 12 60 29 28 25 23 20 18 16 15 13 12 11 11 65 28 26 24 21 19 17 15 13 1 12 1 11 10 10 Notes: 1. In all instances, 2x6 is Southern Pine. 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. See figure on second page for spacing details and other information. . Page 17 of 41 Rav f — (lrtnhar 7n17 i Mounting 2x6 to a building with concrete walls/jambs 1/4" Diameter Concrete Wedge Anchor w/1" 0.1) Flat Washer (Includes Powers Wedge -Bolt+ and ITW Red Head TruBolt) Min. Embedment 1-3/4", Min. Edge Distance 2-1/2", Min. Spacing 5" . 2500 psi Concrete, using 1" O.D. flat washer 562 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(pst) 9'-0" 10'-0" 12'.0" 14'-0" 16'-0" 18'4" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 30 30 28 25 24 22 25 30 30 30 30 30 29 26 24 22 20 19 17 30 30 30 30 30 28 24 22 20 18 17 16 14 35 30 30 30 27 24 21 19 17 16 14 13 12 40 30 30 28 24 21 18 16 15 14 12. 12 11 45 30 29 24 21 18 16 14 13 12 11 10 9 50 29 26 22 19 16 14 13 12 11 10 9 8 55 27 24 20 17 15 13 12 11 10 9 8 8 60 24 22 18 16 14 12 11 10 9 8 8 7 65 23 20 17 14 12 11 1 10 1 9 1 8 1 7 7 6 3000 psi Concrete, using 1" O.D. flat washer 616 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft: in.) il Load(pst) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 30 30 30 28 .26 24 25 30 30 30 30 30 30 29 26 24 22 21 19 30 30 30 30 30 30 27 24 22 20 18 17 16 35 30 30 30 30 26 23 21 19 17 16 15 14 40 30 30 30 26 23 20 18 16 15 14 13 12 45 30 30 27 23 20 18 16 14 13 12 11 10 50 30 29 24 21 18 16 14 13 12 it 10 9 55 29 26 22 19 16 14 13 12 11 10 9 8 60 27 24 20 17 15 13 12 11 10 9 8 8 65 25 22 18 16 14 12 11 10 9 8 8 7 4000 psi Concrete, using 1" O.D. flat washer 711 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(psfl 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30' 30 '30 30 30 28 28 25 30 30 30 30 30 30 30 29 28 26 24 22 30 30 30 30 30 30 29 28 25 23 21 20 18 35 30 30 30 30 28 27 24 22 20 18 17 16 40 30 30 30 28 26 23 21 119 17 16 15 14 45 30 30 29 27 23 21 18 17 15 14 13 12 50 30 30 28 24 21 18 17 15 14 13 12 it 55 30 29 25 22 19 17 15 14 12 11 11 10 60 29 28 23 1 20 17 15 14 12 11 10 10 9 65 28 26 1 21 1 18 16 14 13 11 10 10 9 8 Notes: 1. In all instances, 2x6 is Southern Pine 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. See figure on second page for spacing details and other information. Page 18 of 41 — October 2017 Mounting 2x6 to a building with 'concrete walls/jambs 3/8" Diameter Concrete Wedge Anchor1 w/ 1-3/8" O.D Flat Washer (Includes Wej-It Ankr-Tite CCAT and I;TW Red Head TruBolt) Min. Embedment 2-1/2", Min. Edge Distance 2-1/2", Min. Spacing 6" 2500 psi Concrete, using 1-3/8" O.D. flat washer 831 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(psf) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26' 4' 28'-0" 30'4" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 30 30 30 30 30 30 30 29 28 26 "` 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 30 30 30 30 28 27 25 24 23 21 20 18 40 30 30 30 28 25 24 22 20 19 17 16 45 30 30 29 27 24 22 20 18 17 15 14 50 30 30 28 25 N22 22 19 18 16 15 14 13 55 30 29 26 24 20 18 16 15 13 12 12 60 29 28 25 23 18 16 15 13 12 11 11 65 28 26 24 21 19 17 15 13 12 11 10 10 3000 psi Concrete, using 1-3/8" O.D. flat washer 911 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-In.) Load (psf) 9' -0" 10'-0" 12' -0" 14'-0" 16' -0" 18' -0" 2d' -0" 22'-0" 24'-0" 26' 4. 28' 4. 30' 4, 20 30 30 30 30 30 30 30 30 30 30 28 28 25 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30 30 29' 28 26 25 24 23 22 35 30 30 30 30 28 27 25 24 23 22 21 20 40 30 30 30 28 27 25 24 23 22 21 19 18 45 30 30 29 27 25 24 22 21 20 18 17 16 50 30 30 28 25 24 22 21 19 18 16 15 14 55 30 29 26 24 23 21 19 18 16 15 14 13 60 29 28 25 1 23 22 20 18 16 15 14 13 12 65 28 26 24 1 22 21 18 +16 15 14 12 12 11 4000 psi Concrete, using 1-3/8" O.D. flat washer 960 lbs. Der anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(psf) 9._0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 130 30 30 30 28 28 25 30 30 r 30 30 30 30 1,30 29 28 26 25 25 30 30 30 30 30 30' 29 j28 26 25 24 23 22 35 1 30 30 30 30 28 27 125 24 23 22 21 21 40 30 30 30 28 27 25 124 23 22 21 20 19 45 30 30 29 27 25 24 ;22 21 20 19 18 17 50 30 30 28 25 24 22 :21 20 19 17 16 15 55 30 29 26 24 23 21 120 19 17 16 14 13 60 29 28 25 23. 22 20 ;19 17 16 14 13 12 65 28 1 26 24 22 21 19 1 17 16 14 13 12 11 Notes: 1. In all instances, 2x6 is Southern Pine 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. See figure on second page for spacing details and other information. I Page 19 of 41 De r —nl f* nr7M7 Mounting 2x6 to a building with concrete walls/jambs 3/8" Diameter L-Hook Anchor Bolt w/ 1-1/2" O.D. Flat Washer- cast -in -place Min. Embedment 3", Min. Edge Distance 3", Min. Spacing 9" 2500 psi Concrete, using 1-1/2" O.D. flat washer 872 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft: in.) Load (psf) 9',-0" 10' -0" 12' -0" 14' -0" 16'-0" 18' -0" 20' -0" 22' -0" 24' -0" 26.4. 28' -0" 30' -0" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 1 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 30 30 30 30 28 27 25 24 23 22 21 19 40 30 30 30 28 27 25 24 23 21 20 18 17 45 30 30 29 27 25 24 22 21 19 17 16 15 50 30 30 28 25 24 22 20 19 17 16 14 13 55 30 29 26 24 23 21 19 17 15 14 13 12 60 29 1 28 25 23 21 19 17 15 14 13 12 11 65 28 1 26 24 22 20 17 16 14 13 12 11 10 3000 psi Concrete, using 1-112" O.D. flat washer 1047 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load (psf) 9' -0" 10'-0" 12' -0" 14' -0" 16' -0" 18' -0" 20' -0" 22' -0" 24'-0" 26.4. 28' -0" 30'-0" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 30 30 30 30� 28 27 25 24 23 22 21 21 40 30 30 30 28 27 25 24 23 22 21 20 19 45 30 30 29 27 25 24 22 21 20 20 19 18 50 30 30 28 25 24 22 21 20 19 19 17 16 55 30 29 26 24 23 21 20 19 18 17 16 j 15 60 29 28 25 23 22 20 19 18 17 16 14 13 65 28 26 24 1 22 1 21 1 20 1 19 17 16 14 13 12 4000 psi Concrete, using 1-1/2" O.D. flat washer 1142 lbs. per anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load (psi) 9'-0" 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 30 30 30 30 28 28 25 1 30 30 30 30 30 30 30 29 28 26 25 25 30 30 30 30 30 30 29 28 26 25 24 23 22 35 30 30 30 30 28 27 25 124 23 22 21 21 40 30 30 30 28 27 25 24 23 22 21 20 19 45 30 30 29 27 25 24 22 21 20 20 19 18 50 30 30 28 25 24 22 21 20 19 19 18 17 55 30 29 26 24 23 21 20 19- 18 18 17 j 16 60 29 28 25 23 22 20 19 18 18 17 16 15 65 28 26 24 22 21 20 19 18 17 16 15 14 Notes: 1. In all instances, 2x6 is Southern Pine 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. L-Hook Anchor must conform to ASTM Standard A307. 4. See figure on second page for spacing details and other information. Page 20 of 41 Mounting 2x6 to a building with filled CMU walls/jambs 3/8" Diameter Heavy Duty Screw Anchor w/1" O.D. Flat Washer (Includes Simpson Titenl-!D) Min. Embedment 2-3/4", Min. Edge Distance 4", Min. Spacing 6" Grout Filled CMU, using 1" O.D. flat washer 480 lbs. r)er anchor allowable load Design Maximum on -center spacing (inches) Wind Opening Width (ft.-in.) Load(psf) 9'_0". 10'-0" 12'-0" 14'-0' 16'-0" 18' 4' 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 20 30 30 30 30 30 30 28 26 24 22 20 19 25 1 30 30 30 30 28 25 23 20 19 17 16 15 30 30 30 27 24 21 19 17 16 14 13 12 30 30 27 23 20 18 16 14 13 12 11 10 r 30 28 24 20 18 16 14 13 12 11 10 9 28 25 21 18 16 14 12 11 10 9 9 8 25 23 19 16 14 12 11 10 9 8 8 . 55 23 20 17 '14 13 11 10 9 8 8 60 21 19 16 13 12 10 9 8 8 65 19 17 14 12 1 11 9 8 8 i Notes: 1. In all instances, 2x6 is Southern Pine 2. Wood jambs can be counter bored up to 3/8" deep to provide flush mounting. 3. Anchor ratings from ICC-ES ESR-1056. 4. Filled CMU block must comply with ASTM C90, and grout minimum 2000 psi. 5. Anchors not to be installed Within 1-1/2" of vertical joints in CMU. A 4" to 4-1/2" edge distance should satisfy this requirement. 6. See figure on second page for spacing details and other information. i i i Page 21 of 41 Rpv r — nrtnhpr 7n17 1 2 3 4 5 6 7 8 F #12x22" F DOOR STOP - WOOD SCREW DOOR STOP 3„ 3„ 4 � � A . � � 4 E A E ° DOOR STOP ° In the event the one inch over hang cannot be #12 x 2 z obtained, due to existing conditions or other WOOD SCREW factors, a one inch nominal Q2") wooden door stop ° may be installed. The door stop must be attached to the jamb using a minimum #12 x 2 2" wood screw on a maximum spacing of six inches. It is MAXIMUM ON imperative that the door stop not split when being CENTER SPACING 6'v installed. If it does it must be replaced. B - L— B John E Scotes, P.E. FIRST FASTENER 3" 3121 Fairgate Drive - Carrollton, Texas 75007 ABOVE THE FLOOR Florida P.E. # 51737 Professional Engineer seal provided, only for verificoUrn of construction details. DESCHfPTIDN VIEW—� DOOR STOP ALTERNATIVE A 0 TO V OVERHANG OF JAMB A a --............ -- BIIAWINB NBA DSAI-030717 ET:I OF 1 REV. 320 Sycamore BATE MIN: 3/7/17 BRAWN BT: MVSSHF K Page 23 of 41 Wauseon, Ohio 43557 MODEL(S): 1 2 3 4 5 6 7 8 TRACK CONNECTION DIRECTLY TO BUILDING STRUCTURE Supplement to Haas Door Approved Florida Drawings 1 2 3 4 5 6 7 8 Min. 2x4 SPF (G-D.42) or 12 Go or 3116" Steel Jambs 12 Go or 3116" Steel Jambs F Better Wall Stud X(X F N— EMWM - - - - - - 1/8' x 1' Long Fillet Weld MlNmum Ed, on„w 1/4Long T.ck Weld E E Direct Wood Mounting Detail Direct Steel Mounting Detail Direct Steel Mounting Detail Bracket Mount Shown, Reverse and Continuous Bracket Mount Shown, Reverse and Continuous Reverse Continuous Angle Clip Mount Shown, Angle Mount Also Approved As Alternate. Angle Mount Also Approved As Alternate. Continuous Angle Mount Also Approved As Alternate. 5/16" Dia. Lag Screw w/1-1/8" O.D. Flat Washer 5/16"-12 Tek Self -Drilling Screw w/9/16" O.D. Flat 1/8" Nom. x 1" Long Fillet and 1/4" Long Tack Weld (shall conform to ANSI/ASME standard B18.2.1) Washer (E60xx Electrodes Min.) Minimum Embedment: 1-1/2" Minimum on Center Spacing: As required to avoid Welds performed by a certified welder or inspected D Minimum Edge Distance: 1/2" interference with door component system. by a certified welding inspector to very integrity of D Minimum on Center Spacing: 1-1/2" Maximum on Center Spacing: No greater -.than_ — __ the welds. - — - - -- Maximum on Center -Spacing: No greater than distance shown on provided installation instructions. Maximum on Center Spacing: 12" distance shown on provided installation instructions. Min. 2500 PSI Concrete Min. 2500 PSI Concrete C E C 0� N — Direct Concrete Mounting Detail Direct Concrete Mounting Detail B Continuous Angle Clip Mount Shown, Bracket and Reverse Continuous Angle -Clip Mount Shown, Bracket and Reverse B Continuous Angle Mount Also Approved As Alternate. Continuous Angle Mount Also Approved As Altemate. 3/8" Dia. Ankr-Tito CCAT w/1-1/8" O.D. Flat Washer 1/4" Dia. Concrete Self -Tapping & Wedge Anchor (by Wej-It Fastening Systems) w/1" O.D. Flat Washer (Includes Tapcon+ (by ITW), Minimum Embedment: 2-5/8" Wedge -Bolt+ (by Powers Fasteners) & Red Head J Minimum Edge Distance: 4" TruBolt wedge anchor (by ITW)) Minimum on Center Spacing: 5" Minimum Embedment: 1-3/4" Professional Engineer seal provided only for Maximum on Center Spacing: No greater than Minimum Edge Distance: 2-1/2" verification of construction details. " distance shown on provided installation instructions. Minimum on Center Spacing: 5" DESCRIPTION: TRACK CONNECTION DIRECTLY TO A Maximum on Center Spacing: No greater than BUILDING STRUCTURE A distance shown on provided installation instructions. OIIAWIx0 N0.: TCHS-92016 SHEFT: l OF 1 REV. 320 Sycamore DATE ORB: 920/lti DRAWN eT: MVS Page 25 of 41 Wauseon, Obua 43587 wMODEL(S): 1 2 3 4 5 6 7 8 i q e { X., �� . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Owens Corning Roofing and Asphalt, LLC One Owens Corning Parkway Toledo, OH 43659 SCOPE: MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 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. This NOA renews NOA No. 12-0309.01 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. MIAWDADE COUNTY ...• NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 1 of 6 Page 26 of 41 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 Duration® Manufacturing Locations #1, 2 Duration® Premium; TruDefinition® Duration®; TruDefinition® Duration® Designer Colors Collection Manufacturing Location #1, 2, 3, 4 Duration® Manufacturing Location #1, 2, 3 Duration® Premium; TruDefinition® Duration®; TruDefinition® Duration® Designer Colors Collection Manufacturing Location. #1, 2, 3, 4 MANUFACTURING LOCATION 1. Jacksonville, FL 2. Memphis, TN 3. Savannah, GA 4. Irving, TX MIAMI•DADE COUNTY vim Dimensions 13 '/4' x 39 3/s" 13 '/4' x 39 3/s" 131/4"x393/8" 13 '/4" x 39 3/s" Test Specifications i TAS 110 I TAS 110 I TAS 110 f T AS 110 i i Page 27 of 41 Product Description A heavy weight, fiberglass reinforced four tab asphalt shingle with continuous bead of sealant. A heavy weight, fiberglass reinforced four tab asphalt shingle with large nail area with continuous bead of sealant. A heavy weight, fiberglass reinforced four tab asphalt shingle with dashed bead of sealant. A heavy weight, fiberglass reinforced four tab asphalt shingle with dashed bead of sealant. NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 2 of 6 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Repo rt 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 11CA15662 TAS 107 05/27/11 I INB21712 TAS 107 02/18/12 07CA02026 ASTM D 3462 01 /26/07 12CA12180 ASTM D 3462 03/01/12 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. INSTALLATION 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 'B', attached. LABELING 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 WIJ MIAMI-DADE COUNTY ...• • NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 3 of 6 Page 28 of 41 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. , FIRST i DETAIL A NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 4 of 6 Page 29 of 41 I y . DETAIL B DURATION & TRUDEFINITION® DURATION® (SEALANT MAY BE CONTINUOUS OR DASHED. NOT SHOWN IN THE DETAIL DRAWINGS) D (n m c M m MIAMI•DADE COUNTY uma Z m w, 0 O N 7 � c f� Z m NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 5 of 6 Page 30 of 41 n a 3 Y w tea a * ?!I +�I lijoift-ftw F g '� ✓> ,,..,. � ::.,9t,`�S�z y� r �`�i4�{k.5 �' .� � t • C�r�(;..° x �J' /Gm" 3 $. "�� �.�� 9''�:''w3 ,��,�'`'✓!�•, a ;`�',^{;rtr"r MIAMI•DADE COUNTY SLOPE GREATER TITAN 21:12 END OF THIS ACCEPTANCE I I 1 Page 31 of 41 NOA No.: 16-0425.01 Expiration Date: 07/19/21 Approval Date: 07/21/16 Page 6 of 6 M.IAMI-DADE COUNTY' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street,.Room 208 BOARD AND CODE. ADMINISTRATION DIVISION Miami; Florida331.75-2474 'T (786) 315-2590 F (786) 315-M99 NOTICE OF .ACCEPTANCE (NOA) www.miamidade.gov/economy Lomanco, Inc: 2101 West Main Street Jacksonville, AR 72076. SCOPE: This NOA is being issued under the applicable rules,and regulations governing the use of construction materials. The documentation submitted has been reviewed andaceepted by Mian&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 Countyy and/or the' AHJ (in areas other than Miami -Dade. County) reserve the xight to'have this product: of;matenial tested for quality .assurance purposes. If this product or material fails to perform;in the accepted mariner; 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.'thai 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 HurricaneZone of. the Florida Building Code. DESCRIPTION:135 Roof Vent, Lomancool 2000 Power Vent 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:. TheNOA 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 shallbe available for inspection at the. job site at the request of the Building Official. This NOA renews NOA No. H-0602.02 and consists of pages 1 through 4. The. submitted documentation was reviewed by Gaspar J Rodriguez. MIAMI-DADECOUNWIN ...• NOA No.: 16-0510.25 Expiration. Date: 08/17/21 Approval Date: 07/28/16 Page 1 of 4 Page 32 of 41 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description 135 Roof VentLomancool 9" x.28,5" TAS 100 Powered. Roof Vent, with fan and thermostat 2000.Power Vent: with a aluminumlood. i MANUFACTURING LOCATION 1. Jacksonville, -AR EVIDENCE SUBMITTED: Test -Agency Test Name/Report Test. Identifier. Date Intertek-ATI TAS 100(A) F7517.03-801-:18 07/08/16 I NOA No:: 16-0510.25 Miarn•oane counmr Ex0iration.Date: 08/17/21 Approval Date: 07/28/16 Page 2 of 4 Page 33 of 41 APPROVED APPLICATIONS Cutout: Vent must be "located. 18"' from rdgeline. At chosen .location and centered between two roof rafters, cut a K' diameter hole through shingles and sheathing boards. Using marked position as center point; scribe a circle that is the same diameter as the vent, throat. opening. Starting with the drill hole cut vent hole, Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under. "shingles. Apply approved roof.cement around the edge of the hole. Carefully slide- base of vent under shingles with. arrow facing up. Make. sure the throat of the vent is centered: over vent hole. Fasten the base to roof decking at corners, and Approx. 4" o.c. '1" from the outside edge of the flange and .l" from .stack every 450 with approved .roofing nail's, keeping heads of nails under shingles where possible.. Use a minimum of 32;nails'and shall be of sufficient length to penetrate through roof sheathing a minimum of %Z". See details. drawings he"rein.. Seat all seams and nails with roofing cement. Net Free Area: Refer to manufacturers published literature LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2: 135 Roof Vent, Lomancool 2000 Power Vent; thermostat and wiring shall ,be installed in compliance with,. Lomanco,: Inc. published instructions, and in accordance with applicable. Building Codes. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. 135 Roof Vent, Lomancool 2000 Power Vent, shall not be installed on:roof meanheights greater than 33 feet. 5. 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 NYTI 91 Erffamll APPROVED NOA No. 16=0510.25 Expiration Date: 08/17/21 Approval Date: 07/28/16 Page 3 of 4 Page 34 of 41 DETAIL DRAWINGS 135 Roof Vent, Lomancool 2000 Power Vent PART #3 ITE"M1 REQ DESCRIPTf01� MATERIAL MAT WT 0201-,501 i '1 1: DOME .032±.0025 X '28.50 X ZS.50'5005-0 AL 3.250# 0201-502 i .2 1 BASE 032*.0025 X'20 X 23 5005 0 AL 0201.-503 3 1 RAINSHIELD .019±.0025 X 1950. X 19.50 5005-0- AL. 913 0410-501 ! .A 3 BRAGI<ET 16 GA. X 1.250 X 7,580 GALV. STEEL 195#,� 0201-507 15 1 SCREEN 023 X 5 X '41,375-8SC8 MESH PERb,I-�A-KOTE 1.4040pO165 6 12' RIVET 3/160 X 7/32 OVAL.HD. AL. 14050QD281 i 7 3 SCREW #14 X 1/2 HWHD TYPEM `AB- ZINCPLT MIAMI•DADE COUNTY END OF THIS ACCEPTANCE NOA No.: 16-0510.25 Expiration, Date: 08/17/21 Approval Date: 07/28/16 Page 4 of 4 Page 35 of 41 Miami -Dade County, Florida DEPARTMENT OF REGULATORY AND ECONONllC RESOURCES BOARD AND CODE ADMINISTRATION DIVISON Laboratory PRODUCT CONTROL SECTION 11905 SAV. 26 Street -Room 208 Certificate MIAMFDADE COUNTY Miami, Florida 33175-2474 B / T(786)315-2590 F.u(786)315-2599 74'f& CM&t W fff4t ;DR7 eMdfru4MW %i2eVIIA& 7ee44lagte4 eac4ted 4t, 641E 194dy" Datve, 74ot,a. 57Z 33610 ce as &A&wwd 7e¢riV Za&wroV at 4ecmrd4am uaxl 7144me-Dade &wwef Deemofterrt 4 ReguE'ataz y avid Semw,& Reaouncea a4d PacrceaB *US301- 94, owd a GeZgw a , eqw rye 0eF g rwa. TAS100. TAS 100A, TA10J. T.AS 102 TAS 116, I ASI 17(A), (a) & (C) TAS102(A),TAS103(Inclusive ofTAS124inlab) TAS121,TAS123,'1'AS123(A),TAS124 TAS104, •CAS105, TAS106 TASI25, TAS129, TAS131 TAS 107, TAS I O8, TAS 132. TAS 135, TAS 139 TASI10 Sec attached qualifications sheet. TAS139, TAS140, TAS141 TASI I I(A, B. dr. C), TASI12 TAS142, TAS143, TAS201 TASI14 Appendix (C, D. E's, F, G, 11,1, J & K) TAS202, TAS203, ASTM 05635 INMRNATiONAt, ACCREDITATION ASTM D6356, U1, 2390 SERVICES, INC. CERTIFICATE- OF ACCREDITATION TLr 189 ,xeaaaa o4 aw 4e w errerst -wd teat dlraQB 6e phraitrvrCty a44rttted to tlse ?11tW.-D4a.'e eu ,s . a� RIW 4touy 4ad 5. ;eW.Wc,4 4ic WS301-94. 4&.r, a a aft an doutorrerrfaz'iorr wr,)resd an the wume '4Mw"ed eagureealai aft a" FaPrwi4raary: Charles L. Thomas. P.B., Duc T. Nguyen. P.R. Zachary Robert Priest Y.E. This Certification and Registration Approved: Tune 30, 2016 This Certification and Registration Expires : Au1*usf 9.2021 Cerllfrcadon No.: 16-0510.31 Renews and Revises: 14-1215.01�— Hebei A akar, P.E. nrerico Segura, Product Control Section Supervisor Quality Assurance Unit Supervisor Product Control Section Product Control Section 7lre mat -Dade L/aow* DelmArre a 4 Reg,d4 V ad Feorw d4 Ramxrw aejew a fie ntglt to w-oae f" -,w� 6m rtorr—covr Ptaaee weal vda avid w,,a tlorsa as vet 4 Pwroed 7,4S301- 94, PR►ASPHALTI3 < M }- Page 36 of 41 i Miami -Dade County, Florida L DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISON Laboratory Certificate PRODUCT CONTROL SECTION r 11805 S.W. 26 Street -Room 208 MU\MFDA13E COUNTY Miami, Flaoda 33175-2474 s T (786) 315.2590 Fax (186) 315-2599 Subject: Approved Test Procedures PRI Construction Materials Technologies, LLC File No. 16-0510.31 TASI10 Physical Property Requirements of Roof Membranes, Insulation Materials. Membrane Coatings and Other Roofing Components 2. ASPHALT BUILT-UP ROOF SYSTEMS: All Sections 3 COAL -TAR PITCH BUILT-UP ROOF SYSTEMS: All Sections 4. SINGLE -PLY ROOF ASSEMBLIES: All Sections 5, LIQUID POLYETHYLENE ROOF ASSEMBLIES: All Sections ¢. SPRAY -APPLIED POLYURET,NE FOAM ROOF ASSEMBLIES: All Sections 7. COATINGS: All Sections 8. ROOFING INSULATION: All sections except ASTM E84 &ASTM E108 9. FIBER CEMENT, DISCONTINUOUS ROOF ASSEMBLIES: All sections 10 NON RIGID DISCONTINUOUS (SHINGLE) ROOF ASSEMBLIES• All sections except ASTM E 108 13. MECHANICAL ATTACHEMENT COMPONENTS: All sections 14, ATTIC VENTILATION PRODUCTS: All Sections 15. METAL PANEL ROOF ASSEMBLIES: All sections except ASTM E108 17. NON -RIGID TILES/SHAKES/SLATEISHINGLES PRODUCTS (PLASTIC): All sections except ASTM E84 PRIASPNALTI3 i Page 37 of 41 Q Y International Accreditation Service This is to signify that PRI CONSTRUCTION MATERIALS TECHNOLOGIES, LLC 6412 BADGER DRIVE TAN1PA,FL0RI.DA 33610 Testing Laboratory TL-I 89 has met the requirements of the 1AS Accreditation Criteria for Testing Laboratories (AC89), has demonstrated compliance with ISOAEC Standard 17025:2005, General requirements for the competence of testing and calibration laboratories, and has been accredited, commencing July 25, 2013, for the test methods listed in the approved scope of accreditation. Patrick V. McCullen . P. Ramani, P Vice President, Chief Technical Officer President ACCREDITED {xe mtncGed scope ojacereduatiorttor fields oJteatngand accredited rest methods) Print Data: 10/2012015 Page I of3 Avis o[atdiLettan[rrLfi[ofc soDersedes onyLiS otwdit.Nw: vtifiate tnar7r._en carTc date.Th.cei;ktetr 6etomrs inwkd cDa:w:Den:ion, cenzcliafiar. ar revD[aaon ofn[tredifation. Sra the fFS A[treditaEan iJshnj{S on the wtb ek wHw•.iesoniim.er� Iar eurrcntaccrel,'tctian i::!amotir., orcenrDct7h5 dtretfly at (SS2}3G:-92C:L O m Cl) to w a 11.04W International Accreditation Service SCOPE OF ACCREDITATION PRI Construction. Materials Technologies, LLC TL. 189 PRI Construction Materials Technologies, LLC 6412 Badger Dr. T-na PV 3'IAM Brad Grzybowski Managing Director rR 13) 621-5777 FIELDS OF TESTING ACCREDITED TEST METHODS Roofing Systems ASPE Standard Z 1034; ASTM Standards C 67, C 406. C 794, C 1167, C 1492, D 4, D 5, D 36, D 41, D 43, D 88, D 92, D 95, D 146, D 224, D 225 (excluding Section 9.1.3 Fire Classification), D 226, D 227. D 228, D 312, D 450, D 751, D 1227, D 1370. D 1781, D 1863, D 1970, D 2042. D 2178, D 2196, D 2626, D 2824, D 2939, D 3019, D 3161, D 3462 (excluding Section 5.3 Fire Classification), D 3468. D 3747, D 3909, D 4402, D 4434. D 4479, D 4586, D 4601, D 4637, D 4869, D 4918, D 4977, D 4990, D 5019, D 5147. D 5602, D 5636, D 6643, D 5849, D 6083. D 6152, 0 6162, D 6163. D 6164, D 6221, D 6222, D 6223, D 6298, D 6380, D 6381, D 6509, D 6511, D 6754, D 6757, D 6848, D 6878, D 6947, D 7051. D 7105. D 7158, D 7281, D 7311. D 7349, D 7379. D 7425, D 7635, E 8, E 1592, E 1646, E 1680 and E 2140: CANICGSB Standard 37.54; CGSB Standards 37.50-M89, 37-GP-52M, and 37-GP-56M CSA Standard A123 (Sections 3, 4, 5, 21 and 22): Florida Building Code Standards: TAS 100,100(A),101,102,103,104. 107, 108, 110, 112,114 (excluding Appendices A-C), 116, 117(A), 117(B), 117(C), 121,123,125, 131, 135, 138,139, 140,141, 142 and 143; ANSUFM Standard 4474; FM Standards 4450, 4470 and 4471 (Excluding Sections 4.1 and 4.2); [CC ES Acceptance Criteria: Test methods referenced in Sections 3.0 and 4.0 of ICC-ES AC07 (excluding Sections 3.2.5 Fire Classification and 3.2.9.2.3 Quality Control for Fire Classification), AC48, 3.0 of AC65, 3.0 and 4.0 of AC75, AC132 and AC152, 4.0 of AC160, 3.0 of AC165, 3.0 and 4.0 of AC166 (excluding Section 3.1.11 Fire Classification), 3.0 of AC180 (except Section 3.6) and AC188 (excluding Section 3.3 Fire Classification)„4.0 ofAC200 and AC207, 3.0 and 4.0 of AC257, 3.0 of EG270 (excluding Section 3A Eire Classification), 3.0 and 4.0 of AC365 (excluding Sections 3:2.2 and 3.3.2); SBCCI SSTD 11-99 SPRI Standard GD-1 ANSI/1JL Standards 1897 and 2390; UL Standards 580 and 2218 July 25, 2013 Commencement Date C. P. Raman; A.E. ACCREDITED Presidcrd Print Date: 10/2212015 Page 2 of 4 r1n3[frt Ita1NOLft:ItlM!CfflpttEC2![aay r.�ia(tlh aailPnttmfro;abmli?W cn narLa urta fixwlifao!c 6acrkaiwtlti$upoa: 4Xmiun, tsmeibhne a mm.14w of ourrditalia, S;.e tlw fT.S Aulc.iltation listings orrtbc rreG cl n+<iiaulrwHre.alg lorrl:ucnl upedYotfan iioh'nmtian, or Lomas IAS dvattyo! lSGJ) 3GA-8701, Page 39 of 41 International Accreditation Service SCOFF OF ACCREDITATION PRI Construction Materials Technologies, I..LC TL-189 Fenestrations and Wall Systems AAMA Standards 303, 304, 305. 308, 450, 605, 611, 612, 613, 614, 615, 624, 7011702, 711, 712, 713, 714, 800, 812, 920, 925, 930,1304,1701.2,1702.2. 2603, 2604, 2605,, AMCA Standard 640; ANSIISPRI Standard ES-1; ANSI Standard Z 97; ANSIIBHMA Standard A156 (Sections 1, 2, 5,12, 13, 17); ANSIJSDIBHMA Standard A250.13 ASTM Standards C 97. C 473, C 661, C 920, C 947, C 961, C 1177, C 1178, C 1184, C 1185, C 11 K C 1369, C 1382, C 1396, C 1629, D 3679, D 4060, D 4541, D 5206, E 72, E 283, E 330, E 331, E 546, E 547, E 564, E 987, E 1233. E 1677, E 1886, E 1996, E 2068, E 2134, E 2178, E 2367, F 476, F 588 and F 842; CAN/ULC Standard S742; CSA Standard A440 St; DASMA Standard 108: Florida Building Code Standards TAS 201, 202, and 203; [CC ES Acceptance Criteria: Test methods referenced in Sections 3.0„ 4.0 and 6.0 of ICC-ES AC38, AC90, 3.0 of AC 71, 3.0 and 4.0 of AC92 (excluding Section 3.4, 3.6, 4.1.2, 4.1.3 and 4.7,1.3). AC148, 4.0 of AC209, 3.0 and 4.0 of AC212, AC310, AC316 (excluding Sections 3.7, 3,8 and 4.2), 3.0 of AC386 (excluding Sections 3.1.7. 3.1.8, 3.1.11. 3.5 and 1%; International Building Code ICC 500; SBCCI Standard SSTD 12; July25.2013 / j1( fey)-YL�'rL^ Commencement Date' C/ C. P, Ramani, P.E. ACCREDITED President Print Date: 10/22t2015 Page 3 of 4 This ateradnatitui rvtifmlc tapattcAcsnay IAS ¢ebbCrmkw� fa4pcata btaein� al cadu� date. Tht satihp7k trtoaes invnln! oyansurFrmian, eauttlation a rcvotntioit a( amttiitnln+n. Ste the IAS AttraRi!x!ion Listln�s as the vxba; w,rrvJamnl;nc wg;arnnttn! rrvcdilatian. i.:fa+amtiat, ar Canton lA5 dimttip at f5G2j364.8,tt)L Page 40 of 41 w « international Accreditation Service SCOPE OF ACCREDITATION PRI Construction Materials Technologies, LLC TI-189 FIELDS OF TESTING ACCREDITED TEST METHODS Foundation 8 Floor Systems ANSI Standard All (Sections 1-12); ASTM Standards C 482, C 627, C 719, C 836, C 957, C 1305, C 1306. C 1325, C 1522, C 1523, D 543, D 1187, D 1434, D 1876, D 1894, D 4833, D 5385, D 6134, D 6506, D 6769, E 164 (excluding Section 16 Flame Spread), E 661, E 1745 and E 1993; ICC ES Acceptance Criteria: Test methods referenced in Sections 3.0 of ICC- ES Acceptance Criteria AC29, 4.0 of AC114 (excluding Section 4.10), 3.0 of AC715 and AC318 Thermal Insulations J ASTM Standards C 165, C 203, C 208, C 209, C 272. C 303, C 518; C 578, C 726, C 728. C 1029, C 1289, and C 1303; CANAJLC Standard 5770; ICC ES Acceptance Criteria: Test methods referenced in Sections 3.0 and 4.0 of ICC-ES Acceptance Criteria AC12 (excluding Sections 3.1, 3.2, 3.3. 3.5, 42.1, 4.2.2, 4.3.4, 4.4.1, 4.4.4, 4.5.2 and 4.5.4), 3.0 of AC377 (excluding Sections 3.1.4 3.1.5, 3.2.1 3.3 3.7 and 3.11 Rubber 8, Plastic Materials ASTM Standards C 297, D 256, D 412, D 570, D 624, D 635, ID 638, D 790, D 816, D 882, D 1042, D 1204, D 1621, D 1622, D 1623, D 1929, D 1992, D 2126. D 2240 D 2842 D 2843 D 2856 D 3679. D 3767 arid D 6226 Environmental Testing T ASTM Standards B 117, C 1371, C 1549, D 1149, D 2247, D 4798, D 4799, D 6490, D 7897, E 96, E 136, E 546, E 1918, E 1980, E 2188, E 2189, E 2190, E 2649, G 85, G 151, G 154 and G 155; CRRC-1; US EPA Method 24 Concrete and Aggregates ASTM Standards C 39 C 495 C 567 and C 796 July 25, 2013 / /Z Commencement Date V C. P. Ramani, P.H. ACCREDITED President. Print Date: 10/2212015 Page 4 of4 nutataedaalmecwl+lcntew➢n:adesa:g[AS urcmi:rA c„cr,LSroleG:n:ag¢ncad+tr,tolr.n:rs+lrxute6 an¢sbivaf,kayenfu3pm¢i¢n,Wuuhllonare.atn*4¢( uosddonon Ss 114 rASAt"MitatinnListingson IF, "b¢7 1w rt,+rc.+tasrradrtaliarc in(ennWia,, orroalest 1PS di,e:rry a1(562) X4-8201. Page 41 of 41