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HomeMy WebLinkAboutProduct ApprovalWHOLE HOUSE ENGINEERING Whole House Engineering LLC 4451 St. Lucie Blvd., Suite 201 Fort Pierce, FL 34946 (772) 409-1003 Office (772) 409-1015 Fax Florida Product Approvals pis py Project: 7902 JAMES ROAD Customer Name: Habitat For Humanity Site Name: 7902 JA 5 ROAD Site Address- V, 4951 ®®E�(� 510 IE �®� ®cc Table of Contents Item Page LawsonSingle Hung Windows.............................................................................................................................. 1 ThermaTru — Entry Doors................................................................................................................................... 11 HaasGarage Door................................................................................................................................................. 22 TAMKO Building Products Heritage Asphalt Shingles..................................................................................... 25 Lomanco 135 Series Louvered Roof Vents........................................................................................................ 36 GAFRoofing Felt.................................................................................................................................................... 40 MIAM1•DADE ,Q MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www-miamidade.gov/economy Lawson Industries, Inc. 8501 NW 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. Sotos, P.B., 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. AII.SSILE IMPACT RATING: Large and Small Missile Impact Resistant LIlVIQ'I•ATIONS: 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. 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 No.16-1003.01 and consists of this page I 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. 11n 7r . NOA No. 17-1212.21 MIAMFDA�E COUNTY �' % Expiration Date: December 27, 2021 Approval Date: February. 01, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVMENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. (Submitted under NOA No: 09-0706.09) 2. Drawing No. L7700-0901, titled "Series-7700 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 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 alongg with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. IIETI- 09-2S30A and HETI49-2530B, dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 89-0766.09) 2. Test reports on: 1) Uniform Static Aii-Pressure Test, Loading per FBC TAS 202-94 2) Large Ivfissfle 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., all Test Reports No. HETI-08-2003C, HETI-08-2004A, HM-08-2060A & B, BETI-08-2061A & B, HETI-08=2062A & B, HETI-08-2063A .& .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 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind. Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 2987 and FTL-2986, dated 04/03/01 and 03/27/01, all signed .and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 01-1009.01) -C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated-05I28/09, revised on 01/18/10, signed.and sealed by ThomasJ. Soros, P.E. (Submitted under NOA No. 11-0 705.09) 1 Glazing complies with-ASTM E1300-09 S'ifang Mao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December27, 2021 ApprovaiDate: February01, 20I8 E-1 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 Kuraray 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 "Trosifoi® 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 "Saflex Clear and Color Glass Interlayers" dated 09/07117, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-61 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 NOA No. 11-0705.09) 3. Laboratory compliance letter for all Test Reports No. HETI-09-2530A & B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.09) 4. Laboratory compliance letter for Test Reports No. BETI-08-2003C, HETI-08- 2004A, HETI-08-2060A & B, HETI-08-2061A & B, HETI-08-2062A & B, HETI-08-2063A & B, HETI-08-2064A &B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA No. 08-0825.17) 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 Hung Window — L.M.I.", approved on 12/15/16 and expiring on 12/27/21. cjl Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1212.21 Expiration Date: December 27, 2021 Approval Date: February 01, 2018 E-2 M. A INT. FALSE CO.OMAL "TINS ARE APPLIED W/ V/ SILICONE ANY ARE AVAILABLE AS OPTIONAL General Notes: .. "L MAW VNTN WN �1391fi' f— ' ✓/ d➢ 6TWOV BXK V.Pi ' 48" x 7B" EQUAL LITE ELEVATION INCLIDES TIN -EQUAL 111E AIN RADIUS NEAU (WITTE) TO (DADS ON SWEET 4 OF 6) 3]Ib' vl�l®V FWE[FRAiff VO1X ➢ INSTALLA AT MAW % <' (N 4 YA% AT FGME 16A➢ 10 13/16'r Aj W (B) 1llINE PER FPANE SRL� . OO (1 tD MAKE JA S (SEE SLEET PN 6. PB yjj ddU `"� so ii � II S- x NL COpN 5 'F_ M Bn6' 6'AMEIING I¢ETWG RAILS = B ' 11 f8 16 ' ___ �ii O �I4 6'� .mw FL m MAW WIM I�IJ !I Ala D.I,Q th -- e::ye 11 16 16T NIB o _ C E%T,A INT.FALSE WL `/ 52125• W/SMS ARE APPLIED V/ 5212Y V/ ILMLE L ANY ME YVI➢w BIICI( YI➢TN AVAILABLE AS OPTINUL VINYw BIaK VITN UN -EQUAL LITE RADIUS ELEVATION UN -EQUAL LITE ELEVATION (NOT® TO WAGS ON SWEET 4 OF 5) (LIMITED TO LOADS ON SHEET 4 OF 6) SERIES-7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FNRU)A BUDDING CODE (2014-6th Edition & 2017-6fh EdiMan) INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (RVM) AND ASTM 1300-09. THIS PRODUCT 0 IMPACT RESISTANT. (SHUTTLES NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUDDING RESISTS THE SUPERDIAOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE P.B.C. It TO BE REVIEWED BY BUDDING OFFICIAL B.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SUEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUDDING OFFICIAL " 6.) WINDOWS ARE QUAUFIED MR USE WGII SINGLE GLAZE LAMINATED GLASS TYPES TABUUTED HEREIN (SEE SHEET p3), AND FOR USE WITH DOUBLE GLAZE LAMINATED MUTATED, GULL TYPES TABULATED HEREIN (SEE SHEET S3). 6.) SEE SHINER 3 FOR LOCK DETAILS & OPTIONS. 7.) SEE SWEET 4'FOR DESIGN PRESSURES AND GLASS TYPES. 8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3.. 9.) EXT. & INT. FALSE COLONLV. MUNTMS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE IM) WOOD RUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET 92 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH TEE FED CHAPTER 24, SECTION 11.) APPROVAL APPLIES TO SINGLE UNITS OR BETE BY SmE MULLED UNTIL. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAM[-DADE COUNTY APPROVED WINDOWS USING A MIN-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 13.) SEE SHEET $ 3 FOR MULUON/ME AL ATTACHMENT DETAILS & OPTIONS. 14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA HUG. CODE. VM. FLANGE FBAW VIDM B 19 EMT. 6 MT. FALSE LOLOUAL— NITRINS ARE APPLIED V/ 3uH' V/ SIICOE AND ARE AVAILABLE AS OPTIONAL VD . VIDu EQUAL LITE ELEVATION (UNITED TO LOADS ON SWEET 4 OF 6) IMODUCT REVISED -•VmPIN ge odm FbndP B0d4 Code A(eryima W L .iL IN�NAAiOq DOe ( By Mien O 1/4' TAPCON W/ 1 1/4' ALL VDID BUCKS ENGINEERED SEPARATELY — MIN. EMBEDMENT INTO CONC. g TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ (SEE ELEVATION AT SHEET N1 FOR MAX. FASTENER SPACING) P.T WOOD BUCK NOT BY LAWSON IND. I B. MIN.MUST SUSTAIN IMPOSED LOADS Cq+e b"•r aI 16• MIN.: r3. > 4ERREDMENT ' .l 'Pa a.0a a.e OEM EXTERIOR 3 O B E C O EXTERIOR PERIMETER SILICHAE A➢HESIVE BEDDING COMPOUND LAMINATED GLASS 2d INTERIOR R RAILS 8 GRADE CAULK CAULN� 14 G O e #14 SAS. V/ 1 1/4' MIN EMBEDMENT INTO WOOD. LA MATE➢ GLASS PT. WOOD BUCI(S (SEE ELEVATION AT SHEET RI qq FOR MAX FASTENER SPACING) 4 e L --SILICONE ADHESIVE b O xDDING COMPOUND - O 12 INTERIOR T G '1/1' TAPCGN V/ 1 1/4' xn,) e B 1B ION. EMBEDMENT INTO [fDG ID "'(SEE ELEVATION AT SHEET 41 F OOZ MAX FASTENER SPACING) o ^ a 1 1/d' MIN 12 12 1 1/4 MIN. NBEDN __ - - D MBE➢NE 11/8• MIN �. EDGE DISTANCE ➢ R D G EXT. GRAD E EXTERIOR '•. - CAULK EXTERIOR GRADyy PERIMETER CAULKING �. VM➢DV FWME VIOIx ® i R14 SN.S. V/ 1 1/4' 1' MIN, a C MIN, EMBEDMENT INTO WOOD. G¢ Dlsroelcrl WINDOW INSTALUTIO NOTES' (SEE ELEVATION AT SHEET 81 I WINDOW x FOR MAX FASTENER SPACING) L THE VINV FRAME FLANGE TO RE BACK-HEDDEO V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE W ( ENT. GRADE 1 BY WINDOW INSTALLER (TYP.) -� CAULK 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO A F i 11 4' MIN BE SCALED W/ AN APPROVED EXTERIOR GRADE CAULK Oe, i ExBIDxEx' BY OTHERS (TYPJ y 1 • WHEN THE GAP BL9'NEEN THE WINDOT FRAME AND TER BUCK OR Q a MASONRY IS TOSS THAN 1/8', SNTMS ARE NOT REQUIRED. y ` ANCHORS NOTE' N ANCHORS TO BE D12 SAS OR W. SCREWS INTO W00D, OR t 17 I 1 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC„ c WITH A MINIMUM OF 1 1/4' PENETRATION INTO VOOD OR Iv CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR LL QUANTITIES REQUIRED) n 9 R 3 MAX. AIM YP PRODUCT MIA, uDxb Cade moo Attcplgi¢No 1 Ety By X �MimU Wtle PlapiT(Comol U O 9IIII2111 V/ 1 1/4' D14 S.HS.DI 6 I EMBE➢ MHT INTD VE0➢. 24 11 EVAT (SEE EL. AT SHEET nl FOR MAX FASTENER SPACING] _ _ •SUW16 �LIY64 BDMRI0.1E5, my my BY VSdYYUW= $OPEE-XGREMF.ip 9)'al i!;1Z U: �'�:✓ 'i LIMY sPEWRun a LU2dG pEPYM LAMINATED GLASS COMPOSIHON - ME 211 m m 4flm nYEL@YION ... O1S L .. NrocALm cuss z 2 wTlc dlFlvrIX Msb, SADEY PV6 q 3 Va. Vfi'NNEPLL➢GVSS Capimn pyq[nl Co ,AU�pp� WSTWS LAMINATED GLASS COMPOSIHON -TYPE 3 Ire cum pm�elDN--narea u1mNaTe nme®np 1 VB• e Nf6IlDJSt aNvo• T. d,raAru �� soGNraAs ly Nuenr a+e.ra, de � vn• w¢ALEn puss 26 INTERIOR 6 6 am eADE BEDDING 26 21 SflpNO me Y EFANE EwICE BY 6 LLFR (fYPJ LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. EXTERIOR S. TWO (2) LOCALS ARE REQUIRED PER PACK VENT. ,11 HE MYIFD BY YIKRS MARINATED GLASS COMPOSITION - TYPB d CI JAMB mw Im cuss DeBmvT(ax aO' m' ..o• uMdATs pm®npN 1 VB' AWiALER m S,IYSII OVER NE,N. IAA. LURE➢ Tn 1TJEIfD. PVB Ey ENYERIYI GRAIF ByV®p SKAYI@16 2 YOW PLASNC ba Eays ER I J IGfwY ArrMca, do TO Y: SKEIFIED BY MDI[,E IN Ot GG 3 V0' Np6.LLLp 4412 I IENYEFIOI ilHlm SY BNpRSI tUS BY UVSTp IIRVSTRIES, dC 1700D FRAME_ IMAI.T.ATMN DETAIN/ LAMINATED GLASS COMPOSITION -TYPE 6 7 cum pm[84'I[aN nmm IAYWd1B Dm O ALUNINUN MULLION 1 va IiAT-SIRMWRENm CLASS _ _ - =+ � wn q, SEE MULUON APPROVA'_S MR N 12 X 3/4' S.D z pmry R TX MEN. py _ N YUWON ,YPE. SIZE NN YA%. ELAi NEAO. PHII 'R� NuvoY A+rNa, IK DESIGN PRESSURE WRADWN6. (BR ElEVAT10N i 3 1/0' 16A1-S1RDFitlITFJ® fL.ISS I tlV (AWY. oAT6- YIN. IBCIOP TABLES FOR 0 11 0 _ _ _ _ 1TILYE pPnpm•, 24 TR mG1R�W 2 p1 ObW' YAZdG pEPM INSULATED LURNATED Nm( pLLg9 pLiTRNON 1 LA• 1G,_S,RE,YiGEIm 6ASS 2 p190• PL15TM WIERLRYER 3 UB• IEAT-S1RERp,Dd➢ pAS6 T 1/1' INSLLAIEo AIR SPAT S L% am Bra F11 GLASS GIABS COMPOSITION pR4I6 _ ___ _ __ yP _ y1R - I ME 6 pESUp'l1ON LElplldR Nwa T10)rvp by woY A'erRa Dc y na z 9 A S INSULATED LAMINATED bLL DmU Wm apgv wrx pRElnnr[R VB' AgGUm VN' DIS.TEIEp AIR SPALE IM' ApIEALEp LLAE GLASS COMPOSITION - p YP _ TYPE T D srrtu eve by Caniwn Mvnkal m GLAZING DETAILS AND OPTIONS NOTE: WINDOWS WITH GLASS TYPES 'B & T' INSTALLED ABOVE 30R IN THE HVHZ, THE I.G. IN THE EXTERIOR IATE SHALL BE TEIPEBID TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 SecUon 2411.3.3.7). No,E ,NC LOVIEA PREBMNES Or SINGLE HUNG WINDOW OR Mm 9 G N INTERIOR EXTERIOR. I EIRERLER GRADE PERDIETER CAULKING FRAME MCN.T.TNG DETAIL SDdAut INTERIOR El LOWER PRESSURES OF 4NGIE OW OR NULL SW GOVERN INryYD 1. ALL STEEL IN CONTACT WRH ALUM. TO 6E PANTED OR PLATED. 2. NED1 STRUCTURES: -A) SM11-: Fy = 36 KSI MW. (STEEL 18 C< MIN. OBO( - 00461 B) ALUMINUM : 6063-TB MIN. (A UM. c.OTO• MW. T1WN) METAL STRUCTURE ATl'ACHMENT DETAIL 1•H000CT REVISED m ruYPll'iPR widl Lb Flan& AAlulduole Pxprnrbabe Nw 1 11 ExpilYlno Dve I By MBmEData PIDLgC'mad 9 O O m m OEB ED ED ED ae z .b H \v L+] C r '� //'D T m mg6 ff,9 �arts� O N F N g OF (11 N N N N N m Gl Nl m N N m N N N N N m N -I Z 0n 'QOj O O ,a0' .m J J W m Ol N N AL d w W W d� N N N ff IJ N N N N N N N W fJ frail W ImJ 41 � [WO 0 d� 0 0 ,U �1 ImJ ra m O: ONi an LEI_ N Nl N N N N U1 yYS `J L P °m Y' V J m O O bl J O A Ol Cl 00000000 O m CI O O m m O O m m O O m W P.O. m m m m O O m m O O m m O O m 0 O O m m O O pp m O .......... m m d 6 m m m d m q N Lp G Gp O O G O G G C G G G O O O O O LJ p o p G O O 0.0 O O C O C O O O O O O C G Of �QZ L 1° b . 9 L J. fJO m PP �L J 0 0 0 0 0 0 0 p m O p O p O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W� PP o a 0 o a 0 0 0 0 0 o p p POPP ..... O b ....... 00 ...... R y y op 00 0000 0000 m000000p0�0000a0O�a��C 00 0b boob 0Oc0 ,-a y R r ra m o o, 0 0 0 0e 0 0 0 P.O. 0 0 0 0 0 0--- 0 m 0 0 o o P op o 0 0 0 0 0 0 0 0 0 3 O b 41 p 0 : O1 pp, ra 0 0 0 „ o .. 0 0 88888m... 0 0 0 0 0 0 o 0 o m 5 ..... o b p ... pp o p ... p p m O1 J m ...... p p p p oo m m pop m m o m m p o m m p o ..... p p p m o p m m p o ....... POP.... m O m m p p m m p p mo 0 0 0 p J b o o o b p o 0 0 0 0 0 0 0 0 0 0 0 0 o p p p p o C O O 0 0 0 o p ..... 0.. m vw..e re um i zmo pec /�. p I ®1 tl MEDLEY, N.W. 5T. A. Rai.m Le cem zoL- r NEOLEI. FLORIDAOR-0 66 C. GxnpnoEl 0-rec sn Eeimn (zai �) S RIEs INC. pH No. (306) fi96-Bfi60 oM ASfN Ef]00-OB D. Rg1pN Lo temp zon rec MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS N. ouzo o6=n-oa SERIES-7700 SINGLE HUNG FLANGE FRAME IMPACT WINDOW N. F?Azp Rev/R ai tv DESIGN PRESSURE CHARTS, & CONFIGURAVOS OPTIONS a..,o- O »oa...l Ry.,.,,.• RwOm. um.«p 1w L7700-0001 sn 4 OF FRAME HEAD L_7701 O l FRAME SILL L-7702 POLED MEETING RAIL L-7704 FRAME JAMB L-O3 (aam->'s wu 3 r O pl FRAME TOP CORNER VENT INTERLOCK RAI, VENT BOTTOM RAIL VENT JAMB RAIL fPABE_SIlI. L-7705 ( mw-ve eum�rvu ) L-7706 Lama-ve namuvu ) L-7707 O O O O( ma%+e �wwrvu 1 FRAME BOTTOM CORNER VENT SPRING LATCH GLAZING BEAD GLAZING BEAD GLAZING BEAD L-7539 1-7708 L-7711 L-4204 © © 16 17 A62 ( mm� ALPWNYtl � ( Bma-i MAf0i0Y ) ( mmA 1� O50 � � '�1nn'�IIII �-I'IIInnIIIIII I�u 1 IU 39l 1� nsJ A]3 —{ b98166 FRAME & SASH CORNER DETAILS BILL OF MATERLVS ITEM g PART 9 I REQD. DESCRIPTION REMARKS 1 L-7801 1 1 IrIN FRAMC HEAD 6063-TG ALUMINUM 2 L-7802 1 1 IFIN FRAME SILL 6063-16 ALUMINUM 3 L-7803 2 IFIN FRAME JAMB 6063-76 ALUMINUM 4 L-7704 _ 1 FRAME FIXED MEETING RAIL6063-T6 ALUMINUM 5 L-7705 1 I VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 I VENT BOTTOM (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAIL 6063-T6 ALUMINLW 8 L-7708 JAS'REUD. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 9 FS-006 JAS REQ'0. FRAME ASSEMBLY SCREWS DB X 3/4' PA. PHILLIP 10 FS-040 AS REGO. INSTALLATION SCREWS #14 % 1 1/4' F.H./PHIL 11 L-7531 AS REQ'D, BULB VINYL WTS'P I/4' DIA. BULB 03033 12 PWS-D03 AS REVD, FIN SEAL WEATHERSTRIP .187'x.230' 13 PWS-005 AS REO'D, FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS-009 AS REQ'D. FIN SEAL WEATHERSTRIP 1.187'x.310- 15 NC-024-1 2 SELF ADHESIVE PILE PAD 1/4' % 1 1/2' 16 L-7711 AS REQ% GLAZING BEAD/ INSULATED 6063-IS ALUMINUM 17 L-4204 AS REQ'D. GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 I SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7725 2 RIGID VINYL SASH STOP (2 % FRAME) 20 L-7727 2 BLOCK L TACKLE BALANCE BSI Balance Systems 21 L-7539 '2 VENT LIFT LATCH 6063-T5 ALUMINUM 22 L-7523 11X LATCH VENT LATCH SPRING STAINLESS STEEL 23 JAS REO'D, GLAZING SILICONE SEE GLAZING 8 SHT. 3 24 • 2 Laminated Gloss SEE GLAZING DETAILS 25 HC-057-1 2 VENT LIFT LATCH MOLDED .NYLON 26 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 - 2 FRAME SILL FOAM GASKET SELF ADHESIVE 28 HC-026-1 1 SCREEN FRAME L MESH 29 L-7730 1 PRODUCT LABEL 30 e • w 31 SM-5504 AS REQ'D. JOINT SEALANT SM-5504 32 A AS REQ'D. PERIMETER ACRYLIC CAULK OSL POLYSEAMSEAL PROJ(]GTKEVI3FD eWmmgmmMPlyingw0dO FbddP � RxPlrm n By Mmti Dmie C m m e C A d 'n m f4 N 3 v e < ¢n 0 Oc6 o q Z � iR U p A, m S � i z z¢ c p a ry z ¢E F N MN 0 3 � M 0 A THERMAITRU® DOORSzo 'Z"A Fiber -Classic. & Smooth -Star® `Nj z d- -� sa.:= E� 9mow COMPOSITE EDGE F37,75-MMOA' d " m a . FRAMEWIDTH d . OPAQUE FIBERGLASS SINGLE DOOR € a� y� 8 3u N INSWING/OUTSWING GENERAL NOTES "IMPACT' FF ®® �o o� 1. This product has been evaluated and IsIn Compliance with the 6th Edition z Rorkla Roa Building Code (FBC) structural requirements excluding the°High 3 d3 g3 m cco Velocity Humcone Zone°(HVHZ). 0j 0 = 2. Product anchors shot be as fisted and spaced as shown on details. Anchor a 0 embedment to bole material shot be beyond wall dressing or stucco. �,., �x X o �p 3. When wed In areas requiring v4nd borne debris protection this product mmptesv4h, FBC Sections 1609.12 8 R301212 and does not requve an impact resistant Covering. This product meek missile level °D"and includes Wind Zone 4 as dented In ASTM E1996 and FBC Sections 1609.1.22 & R3012.12.1. o 4. For2xstud framing conshucflon, anchoring of these units shall be the same as o that shown for 2xbuck mosonry mmhuction. < 'o p N N S. Site conditions that deviate from the details of this drawing require further 8 engineering analysis by a licensed engineer orregWered architect. $ n O d. FberLlassic&SmocthStorDoorpaneh require them of°P port numbers and Bo � must be stained or painted vri1Nn six months of installation. W C NnH _Q o 0 N Z a Dire 06 02 16 z su.. N.T.S. rxs ar. JK m' aa,e LFS 3 e See Sheet 3 for Hardware Specifications Ft-20466.1 swn a: W: O TABIFOFCONfENTS SHEEN DESCRIPTION 7 Typical Hevatiorw Design PremuesBGenera Notes 2 Door Panel Detak 3 9evatom d HarsonlalBVedicd Crass;m 2X Buck) 5 Hor¢on BVeriicol Cross Sections ll%Buck) 6 HorizoneVerticolCross Sectiom lD-nett to Mason _ DESIGN PRESSURE (PSFT DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OURWING XMDWA� POSITIVE NEGA7NE POSITIVE NEGATIVE . X Latch & Deadbog +67.0 -67.0 +67.0 -67.0 X MuHlpolnt +50.0 -50.0 +50.0 -50.0 a•Ini.nwnn.m,. •m amwnueunn-a"xnn rme"rtn"".wrrtlaaoartx wenan xss fm�n-eomnwe.v:- oawmmv� face tmtn-evaaerma-foaealaewa. zf 79.25° MAX. DOOR PANEL HEIGFR I � v 1.71" N � O �S TRIO-�m woa t9k N W F 0£ x 0cr .2 O ® a 22 —� ��$s Q A o A ram,: �792S MAX. DOOR PANEL HEIGHT� t Z sm _ So ti � Eg 1 x Nw g0�: 4 z v ® ❑A z , z� o® E ntq 79.06"MAX. DOOR PANEL HEIGHT � „9 NN pp� 13 5 O 1.71" 4�i g 0 Na+D�d ®k ® �A ZEF o IO 10 � g F N w 0 0 D.e9" a 0 = W ti Z 00 4 on b _ Z 00 �0 O�� P 0 O ❑ 0A T 0 O �9 fT1 Ob2" 43409 Z A 11/29/17i F 4 PRODUCT-. 000umemw rnpene ey: gOOSpP "ef. IN N 1Y m FIBERGLASS DOOR PP Etl Ne.P4340B itlt 1'''';Q AL1\G`h N 2 it 15 1] RECESSED PANEL NOTATION JK .PAR{ OR ASSEMBLY: BUILDING CO NSULTANT5.,fA�. m N I 1 ] iRW ] i] UPDATE TO 8th ED 2017 MC JK P.O. B.. 230. V.1d.... M 33595 m NO DATE B1' DOOR PANEL OEfAILS Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 9 an: w u.w. Pun nivn nnumu�w�n gun. R:\CkiRsMTh To PE ME"-RoOda%oEuRAWmvak\FL. 46SWBDRTTPCSSMpd. omp fte\C-Dm hpe\R30468(31117)-NRRENI\R-2MN.1-3.dp3.1 A N N N u N P N V + 4 V N ® ® ® A '9 O ® ® H V a � v a aA a A W N 7, 3n+1 0 Q CL 9 rl ti � O N V n c o � 3 � aew p = a o env ag ac a 0 ❑ 3 0 0 D N N = O C p o m m m= 0 n w q 5 > Cm � m a A V i Z 2 a H=j C 5 ° v�gi o_ 'o o a O y :! ND. ® e N m m A� N � g LA34D9 11/29/177 = �+ QI PRODUCT: Ca,vma W Pnpani Dy: MMW UDATE - THERMA—TRU Lyndon P. Sehmfae //i .�tolaDR.•a•• Iw ti m' PPMWA8 DOOR RE No. 43+09 ///i/yA�pNAIeG�O3`: N REC65E0 PANEL NOiATiON JK PAW OR ASSEMBLY: LD BUILDING CONSULTAN .,iAv. UPDATE TO Sth ED 201] PHC JK J\.P.O. Boz MO. Wrico, R 33595 BYELEVATIONS Phone No.: 513.659.9197 REVISIONS PHPE CA No. 9813 ® RODIM, ..R.Y.—. I... &1CienisNThe,m. Tm PERMANENTpL Florian Pmd.d Appmvals\FL-2W68 WaDRTT FC SSImpaC-Composite\C- Drmin9 \FL 20468120171-CURMNF\FL-2MR.1-3.&%4.1 �s �i aT. MR e � N e ?q r Z N N � m N 1 8 �y 9zz THERMA—TRU FIBERGLASS DOOR iT OR ASSEMBLY: HORIZONTAL & VERTICAL CROSS SECTIONS (2X BUCK) 1-1/4°MIN. EMB. )1YP.) No.49409 11/29/I7� ' P"w�a lay. v O L. BWEOF F43Son 409 ttll �`.hGR1012: .BUILDING CONSULTANTS, P.O. Box 230. V9tr1oo, M 33595 Phone No.: 813.559.9197 FBPE CA No.. 9813 kWientAnerma Tm PERMANENTN'FIOdda Pmdu¢AppMvll\FL.2 BWBDRTTFCSSIm,O.C.,$!W\C-D tW 911FL2M68(801])-CURRENIIFL-206&1-34ny S.1 S = m3i Z O m n U N D °" S 1.w 11 .-O Is 5z m o a o 0 j Z Rm N O A OA 0 F 0 a ao �8 m a m RR 0 N O 0 P... 0- � j% F•• �O f��HN N 10 Q $ m A_ 0 A .o A 0 A 0 a m W N c� n Pl o a fD H 4 3 i a e. 1 m Z p11111i1//III nrnnTc = $ PRODUCT: THERMA-TRU Deeumene Pmpvmd 9r: O BTREOF Lyndon F. xhmtet ����'�'••,FZp1e10A'0 ` F'� iSF o FlBERC(ASS DOOR ` P.E No. 43009 ilild��IONAL``� LDBUILDINDm k RECESSED PANEL NOTATION JK PART OR ASSEMBLY: UPDATE i0 6th ED 201] FBC JVER➢CAL x ur �/�/ P.O. Box 23D, Valrlee, PL 33595 BY CROSS SEC77ONS (1X BUCK) Phone N..% 813.659.9197 P13PE CA No. 9813 REVISIONS 02016 R.W. 9Y�LnINn CONeYLTwMB INv. E: M �k# JQ q§ § /\ 0 ® �\ *� k§ ~ - ) s. . . !±) ]\ 22Y . ®M |§£ ]k2 ■: §§7 MAIL ;(7 § 7 -4sL§ . . / j § . 0§� ° 34. . § ;: ]WN k-o §)\� e eMAX. '•_! � �No. 4W9 \ ) . ! _ %0_,z! f 2|ElV . .. �F. SoM � . �. �� 5lQ§/' J o& f } _ ƒ l@� ' �� pJ7m%. EI uIIIIIIIIIIIIIII Lei uIIIIIIIIIIIIIII AI MODEL NUMBERS MODEL NUMBERS AVAILABLE PAN C2011 SERIES PAN C2015 SERIES PAN C2411 SERIES PAN C2415 SERIES PAN C2511 SERIES PAN C2410 & R2410 SERIES PAN C2460 & R2460 SERIES PAN C2461 & R2461 SERIES PAN C2471 & R2471 SERIES PAN C2472 & R2472 SERIES PAN C2480 & R2480 SERIES PAN C2481 & R2481 SERIES PAN C2482 & R2482 SERIES PAN R2560 SERIES PAN R2561 SERIES PAN R2571 SERIES PAN R2572 SERIES PAN R2580 SERIES PAN R2581 SERIES PAN R2582 SERIES FASTENER TO CONTINUE PASTHEADER OFF HE FIRST FASTENEF ABOVE THE F 5 1 6 o o GMT GHT 2 X 6 GRADE 2 OR BETTER SOUTHERN PINEJAMBS. - _ SEE CHART FOR WOOD JAMB ATTACHMENT TO BUILDING STRUCTURE. MAXIMUM ON CENTER SPACING 4'to 1D- .00R OPENING wlUln WOOD JAMB ATTACHMENT Saida $pychars FasmlerT Ypa EmUesm ME mum Oha- eemn syeug i nsm . Mm. 25M PSIm 4000PSIConnem Tapcan+IPLUS) 1/4'w/1.O washer 2- 2.50' I 24- 551 SouNem Pine as'Leg w/ 1/S' OO washer 1.W. 1.50' 24' 6201 Son. Pine Fir 0/SRaDW 1 1R' 00 washer 1.50- 1.50- 24' 482 NOTE: 2Xfi mounted m Ne rm0 must be Soumam Pine Grade 2 or better. IF 1111111111111114 �n L B John E Scates, P.E. 2560 King Mhur Blvd. Ste 124-54 IMPACT RESISTANT LeMavnls, To.aa 75056 Florida P.E. d 51737 FL#16650.6 Processional Engineer seal provided only for verification of wind load construction details. nzz� r. mvs mU veu oiuin'znifO M00ELISI: See5hee13 7 2 3 4 5 6 7 8 END STILES PUSH NUT 23" 16 Go Galvanized Steel 7/16' —K 4 END HINGE TEK SCREW See DETAIL K for push nut 14 Go GalvaNzed Steel 1/4e X 3/4" Hex Wosher Head F o PUSH NUT placement. TEK SCREW Self Drilling (3 per Bottom Bracket) F 7/16- See DETAIL K for push nut TEK SCREW 1/4" X 3/4' Hex Wosher Heotl Self Drilling (6 Hinge) BOTTOM BRACKET placement. 1/4" X 3/4" Hex Washer Heotl per ® p H 13 Go Galvanized Steel Self Drilling (2 per Bracket) NOTE: TAlssvew shoddbe ADJUSTABLE TOP FIXTURE pp located below the prepumhad hale PUSH NUT 12 G° LOW HEADROOM TOP and Bo through the hinge, and able 7/16" TEK SCREW 11 BRACKET 0 and skin edge See DETAIL K for push nut 1/4" X 3/4" Hex Washer Head placement. Self Drilling (4 per Bracket) PUSH NUT BOTTOM SEAL DETAIL A DETAIL B Se6 eDEfAIL K for push nut DETAIL C LOW HEADROOM B placement. B TOP BRACKET 24, 3 1/4' x 3 1/4" E STRUT INTERMEDIATE STILE '18 Go 70 KSI Minimum 16 Go Galvanized Steel Galvanized steel BRACKET °0°�° - ° hr3d'I yI IJ GoGalvanized Steel or LO SLIDErequC son (not required withK operator) INTERMEDIATE HINGE ,a or 14 ca calvamzed steel 34" YMB a EK SCREW X 3/4' Hex Wosher D TEK SCREW BOLT & NUT Head Head Self Drilling (4 per p . 1/4' % 3/4" Hex Wosher Head TEK SCREW 1/4-20 % 5/8" Carriage Slide Lock) Self Drilling (4 per Hinge) 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex washer DETAIL D DETAIL E Head self Drilling (2 per DETAIL F Not (I per Jamb Bracket) DETAIL G End & Intermediate Stiles) WRH AND WAND BRACE eo bo 0 o NOTE: Details on some views omitted for clarity. 0 0 0 0 o n Double end stiles and end hardware may be " o 0 o required on wider or heavier doors. O O � Maximum RESIDENTIAL & UGHT COMMERCIAL COMMERCIAL 1/2" BRACKET COMMERCIAL For Standard, High For Standard, High DETAIL K For Low Headroom & Vertical Lift & Vertical Lifte With 2" Track and With 2" Track and With 3" Track and There should be a space ofLT Single End Stiles Single End Stiles Single End Stiles maximum 1/2" between the16 X 1' 5/8" Lag Bolt ALTERNATE BOTTOM BRACKETS roller hub and the outside per Flag Bracket). edge ofthe roller h BOLT & N(JT NOTE: the bottom brwket lestetl (sM1°wn in 7ETBILCJ is lbe IigMest bracket amilable. pus which is set by the push X Sex Track Boltut B Bnot & 1/4- & Hex Washer (T5(4 L Mid (2 for for Hor & 2 forof rf1 1' Mini SKIN N;n;mal 25 e° WN°nhea P°;nma steel °i t" Tracknlcl Vertical Track) E P.E. ACT RESISTANT 2560 King AHhur Blvd. 5[e 124-54 256 ng Art. Lewisville. Texas 75056 P.E. j) 51]37 1Florida g2FL#16650.6 Professional Engineer For seal provided only details. BDLT & WASHER ROLLER verification of wind load construction 5/16- X 1 5/8- Lag Bolt & 2' O.D. VERTICAL TRACK 2' Nom nol WOOD JAMB x ]/16 I.D.FI°I Washer 13 Go Galf-Sea Steel tested. The vertical woos jamb 2" Diameter Nominal . DETAIL H DESCRIPTION: rrew ¢Doosrnasav+oLonD (t NOTE Jamb bm<ket must be in 3 Nominal 13 Go s also fasteners may be bunter sunk Eleven Ball Nylon or approved °s an aItermte. to prat/de a flat mounting y i# f I'i PRESSURE DOOR DESIGN PRC53lIRE+l5Nd9.OP5F A dbeat contact with the 2x6 avowed). (No and.... See b aHachmenl Ten Ball Steel with It Minimum Workable ' mm�rorm WG200041110.08-35-39 REr. E 3 Nate The not washer is not maa;rea details to sheet 3 ur coaching a NOTE: jambs to me structure. Shaft Length Shown. mNr�rw Dmwnm Mvs JUTEDUM s8wt4 ear. mTB emte for angle maam.. ocx=2A NIOOEQS). SceSheat3 SHEE1:2OF3 1 2 3 4 5 6 7 18 9 Door Width 9'- 2' Shown —See chart below for other Bracket door widths (sheet 2 of 3) Door Height Slide Lark or Lark Bars Detail 0 (sheel2 of 3) 8' - 0" Shown - Monuol door locks are See Chaff required unless an outer r below for other operator is installed. door heights 382 +/- 3' 66i" +/- 3" 6 7 NOTE: Track configuration above the door opening does not affect the wind load Ealing of the door. Bottom Bracket J ` End Hinge Shut & Shut Abashment � intermediate Hinge 4" +/- 3" Detail C(sheet 2 of 3) Detail B(sheet2of3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 1O21" +l- 3' This product has been evoluated per ANSI/DASMA JOB for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern This product has been evaluated per ANSVDASMA 115 for large missile impact and cyclic wind Pine jambs. yc pressure. Supporting r specific elements are to be designed by a registered professional Model Number . engineer for specific wind loatls.r PAN C2460 a aR<fi0RsEe IM U4106 R410S PA=461 a hoar 56 PAC14ea a n24ea rootlets PAp C71 a W471S PAN c241114u4e1 sEaES PM czd72awz472 sew"e PAN C2011 SERIES PAN c4"RE 6z4n PAN R2560 SERIES PAN C2015 SERIES - PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES PAN R2587 SERIES PAN R2571 SERIES PAN C2475 SERIES B PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES Doer Widths DesignPA.39.OS!ngl. ole Connor Center Conmr impact Up To 8'-2' i s 39.2. gle Bhles 3 Hln es 1 Stiles 3 Flin es 7 S81as 3 HIn es 1 Ree.met NO 9'-2' 35.0 gle 3 1 3 1 3 1 YES 10'-2' 28.4 gle 4 2 3 7 5 2 NO IZ-2' 19.8 gle 5 2 5 2 5 2 NO 8'-2- 35.0 3 1 1 3 1 1 -1 3 1 1 YES this product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for tlelannining the PSF required for any given site. Dear Height Total 9 of Sections TotalRof Shuts Jper ids rSili (Y-O' 3 3 3 & 4 4 3 6'-3' 4 4 3 6'43' 4 4 4 6'-9' 4 4 4 T41' 4 4 4 T-3' 4 4 4 T41' 4 4 4 T-8' S 5 4 T-9' 4 4 4 7'.9' S 5 4 a'-0° 1 4 1 4 4 &.0' S 5 4 Maximum section height is 24 in. Maximum door height is 16 ft. NJ doom, even those above the tested height, are available with jamb brackets or commercial full angle. The maximum spacing of the jamb brackets/track clips should be maintained. NOTICE: Those are a supplement to the installation instructions for a standard door and only covers those procedures that vary from standard door installation. If these specific procedures a not followed, tho,door may not 8 perform as designed. L John E Scoles, P.E. 2560 King Arthur Blvd Ste 124-54 IMPACT RESISTANT Lewisville, Texas 75056 Florid. PE b 51737 FL#16650.6 Professional Engineer seal provided only for verification of wind load construction details. .. DESCRIPTION: .. _+..-rti`. YE-PANROW SEPIFS WAD IDAD RO wee. es oup Y' MW a1R 2Y ""' "rY.WIE' 8rJ/l" .1weas nI MODELISI: See Sheet3 SNEET:I OF IF2 1© A „. ,� a::..... o BILL OF MATERIALS BILL -_%.�'= o�L�:Z33� g w _ _U°W z Ql. �� d ''''''ITT m zom6 z u \ Pl"gE �' sas •• a•z"d V $L zm CU S w 9 g Ny 006 mda� eLL 1�a rc 0 W o m o U O h Fo p � N CONCRETEANCHOR NOTES: 2 1. Concrete anchorlocatlom at the comers maybe adjusted to maintain the min, n 1° w ail edge distance to modaljolnts. o: 2. Concrete anchorlocations noted as °MAX. ON CEJIEIrmust be adjusted to y maintain the min. edge distance to modarJoints, additional concrete anchors k' may be required to emum the 'MAX. ON CENTER” dmenston are not exceeded. Lid 3. Concrete anchor table: ^ ^ ANCHOR ANCHOR MIN MIN.ClEARANCE MTN. CLEARANCE M/15ONRY JDAOIACFM ' 4 .:• TYPE ...:.SIZE TP EMBEDMENY .;;;.EbGE <: ANCHOR n o ITIN 7APCON® 1/4" 1.1/4" Y 4" i u w ^ ELCO 1/4" 1.114" 1' 4" sole 08102116 is 6 scnc N.T.S. ULTRACON TRY a 3/16" 1.1/4" AS SHOWN 1.1/2, owo•er JK m' TAPCON ooc U'S ; WOOD SCREW INSTALLATION NOTES: on.,xvo um ° I. Maintain a minimum 5/8°edge distance fend stance. 87'o.m spacing of FL-20468.1 e a wood screws to prevent thesp6tHng of wood. ;WT 11 as 11 0 OF MATERIALS REM B DFSCRIPIION MATERIAL REM • DESCRIPTION MAMMAL A 1X8UCK(SG>=0.42) WOOD 25 #Bx2-1/T'PFHWOODSCREW STEEL B 2X BUCK (SG >= 0.42J WOOD 2ti #8 x 5/8" PFH WOOD SCREW STEEL C 1 /4"MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL D 1 /4" X 2a/4'"PFH ELCO OR D'YJ CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD) STEEL E MASONRY-3,000 P31 MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 28B - DEADBOLT STRIKE PLATE (SECURITY) STEEL G 3/16"X3-1/4"IIWCONCRETESCREW STEEL 29 4''X4"HINGE STEEL J 1/4" X 3J/4"PFH ELCO OR RW CONCREIESCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP L #1D X 2-1lT' PFH WOOD SCREW (l.l S' MIN. EMBEDMEMJ STEEL 31 MULTIPOIMSTRIKE PLATE (TONGUE SYSTEM) ALUM/COMP M 3/16"X2-1/4"ITWCONCREIESCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/16"X2J14"ffW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 1 JAMB (FINGERJOIMPINEJ WOOD 34 INSWING THRESHOLD - ALUM/COMP 6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP(USEw/MODERATE CLIMATE THRESHOLD) VINYL 36 INSWING THRESHOLD ALUM/COMP. 10 SWEEP(USEw/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) - 16 OUTSWING THRESHOLD ALUM{COMP 41 DOOR PANEL (HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(Ul) 18 OUISWING THRESHOLD ALUM/COMP 22 #Sx3/4"PFH WOOD SCREW STEEL 23 #lOx3/4'"PFH WOOD SCREW STEEL 24 #IOx1"PFH WOOD SCREW STEEL Dw[ngs\R2Off8(2017)-WRREIMR-ZN.1-3.w9,10.1 SS r 127 —1w Fti I ij);, I.W OAST n o n o 0 0.45 sA s 0 G r os 0.91" 1.0" 125" 0 0 pO 0.6Vk F� I girs? q Na 43409 tw= 110117= I PRODUCT: 91r. ram- TNERMA-TRU IEt A—k R FISERWSS DOOR P.E. N.. C5409 w .......... 0 ";. "9?,ONAL 1 7 REMSED PANM NOTATION I ASSEMBLY: SUIMING CONSULTA�, 17 UPDATE TO BFh'-FD (200) FEIC JK RU(P.O. B.x 230, V.lMco. Fl. 33595 [;)'RDATE — BY COMPONENTS Ph.. N..: 513.659.9197 REVISIONS .. 9813 R:\DIeMs\Thbma Tlu PEPMANENM-RaiEa PIOEYAPplovah\FL-204E8 WBDRTT fC 55ImpaR-CpnpoNfe\C- Dmwln9 \FL 2B40(2D171-°IPRENT\R-2%W,1-3.Av9.9.1 5 O i O% i Inv % i S O. O 2O no n A x is 3 Gf G' i fM O m O 3 lit � n v 0 O o 0 m ~ O O' 7A� v T n m •"• s V s A Oa a y �m N o-u W PSS\ ° O ET om ° m A KO 0m x �x Z 61 �m Na mm _ 3 e m 29.25(TYP.) 11.25" FROM TOP • BOOK DOOR OFJAMB 29.75'�iYP.� 11.125"FR0MT0P x t �U,,MBMDOOR OFJAMB m O a 05 % Si °gym m Doi c OO _40 �O GY S B FI x I-�zs.sr soar --I a J J O InAN X X'9 X X 0-1 C C Z C C KO inf n O S NO.4S709 _ nJ29iv e $ PRODUCT: Ceaumsnb PnPCIW 13y: O t BGTEOF ;•• I� TNEAMA-TDO 4Ynaon F. BcnmlRt Qg9pP, r FlBERDfA55 DOOR P.E. Ne.•••7 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: LDQ��BUILDING CONSULTA "If �AL1L�t ly m iq f 7 17 17 UPDATE TD 61h EO 2017 FBC JK HARDWARE DETAIL$ ✓LL/J/ P.O. Box 230• Vvldeo• M 33595 rn NO DATE BY ,Phone N., 813.859.9197 REVISIONS FBPECA No. 981! YJ 2016 R.W. 6UILDIN6 CDNBYLTpNTB INC. hem Tm PFRNANFNryI-MHMP u&AppmnN\FL-3 OWBDRT MB Imppd-C pft\C-DmwNps\FL2N%(2017)-GIRPENI\R-.M0 .1-3.dn,&1 �o N 7 O z In � - c� I O.C. JrrP.J tv n Q. � V n N A Z 13'MAX. 4'JtrP.J� O.C. JTYP.J Q T rn In 0 lIrMAX O.C.JITP.J T9 yA SK N N 01 aCHM%. - No. i3909 _ I l/29/17� t p R -I I PRODUCT: Do=omanb PnpmaE Bp !:,'o BABEOF E. ��,,/ •'•'gomop•`.NG`` h N m FIBERGIA55 DOOR P IL 9 let No.. �NA�tGt\ D y N GD BUILDING CONSULTANTS, 2 71 15 t] RECESSED PANEL NOTATION JK PART OR ASSEMBLY: 1 7.17 77 UPDATE TO 6th EO 2O7] F7JC JK L. m x N w BUCK &FRAME ANCHORING Wp,0. B. 230. VDldoo, R W595 Phone N..: 813.659.9197 NO DATE gy REVISIONS FBPE CA No. 9813 2018 R.W. BUILDING CDNBULTANTB IZ Notes: I. SR Item #'s 17, 18, 32, 34, 35, 36, 37, 3B &39 are attached to lambsw/ (3) #8 X 2-1/2 pth screws at each end. SR Item Vs 16 &33 are attached to jambs w/ (2) #8 X 2-I/T pth screws at each end. SR Item 11151sattached to lambs Witting (2) #10 X 7 pph SMS at each end. EXTERIOR SEE NOTE 1 INTERIOR SEE NOTE 1 3 VERTICAL CROSS SECTION 7 Ouhwing Sol EXTERIOR EXTERIOR SEE NOTE 1 INTERIOR EXTERIOR 6m e , T 42 I91 ^ 4 =O.m /T�J 4 U! . 0 R 6 LL SEE NOTE 1 pa 09 0 U�K � a N 2 VERTICAL CROSS SECTION a 7 Imwirg SR INTERIOR F C n r41 VERTICAL CROSS SECTION JPublic Access SR . src: us xnu eo: Fl.-204fi8. i a 7 or 1T VV IYV 1 IRCIVI\./V C IL 'a - ter. It FOP, HUMANITY Y Illy ■v_2■i, , -■., ...OL-■,e..-... rRIVR 1 V IIYOFU, / IV/Y L%J4. j 2-700 8595 / 7617 I NORTH ROUTE -BRANCH 2 33 SH 7700 SERIES WHITE 1/16INSULATED 366 LOW E CLEAR/OBSCURE IMPACT 41PACT RAW 1/1 IARNING: DO NOT PRESSURE WASH WINDOWS OR DO NOT SE ANY PETROLEUM -BASED CLEANING SOLUTIONS. PLEASE GO O WWW_LAWSOt4WINDOWS.COM FOR DETAILED INSTALLATION SISTRUG"ONS. DESIGN PRESSURE (AS LIMITED BY ALL COMPONENTS) +80.0 1 -80.0 PRODUCT APPROVALS: NFRC Approval # LAW-A-8 Fla Product Appov: FL15412-R5 Miami -Dade Prod. Appov NOA 17-1212.21 Y Al -14® x I .(i.iil ii Yi &Y k k I� i PAR �lletl�l!Ufw 93:3 57=rs�in��p1,� ,, www.lawsonMndows.com Made in the USA Series SH Aluminum Frame 11/16' INSULATED 366 LOW E I Prod. Type: Single Hung ENERGY PERFORMANCE RATINGS =actor (U.S./I-P) I Solar Heat Gain Coefficien WE 0.24 ADDITIONAL PERFORMANCE RA Visible Transmittance results can be found at www t r....r. vv3 100 r. '�iivti urwvru.CGlir vvr, rvi Ovals a Ceiication VV'1YV1 f�C1Y1VVC •b. • i.r'u �..'ryi .�•i-.�• -' - S :. _..9..IE :-4AEIITAT FOR. 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DESIGN • PRESSURE ENERGY PERFORMANCERATI (AS LIMITED l3YALL COMPONENTS) U-Factor•(U.S./I-P); Solar Heat Gain Ca *80:.0 80:0.. 0.'6.0: 0.24 PRODUCTARPROVALS: `C-Approval # - - = .LAW-A-8 'roductAppov: FL1$412-R5 II -Dade Prod_'Appov: NOA 17-1212.21; 10, results can :be found ,at. www. iVV IVr i�IVGGCt I va R 2 5 c _uae r� i � • � `� .ram po �O �y5 �,�y� �Gj�°a 10 G�Poo�py�� Q14� °..QQ� oa e %Y, 0 �0 �v ` ' °0 O• p�PF`� �o��P° vPvc�' Aq• � �pP y '�ti, eT sG � GT � O • •. 066' s�9�c "O �Z o, T ! �Y 'S T F 9 iyss�C CN ,� c�� �qsy Fy��oa S%6 >Ox8Qey9��Ss oy�F'gG�osgP cP`°�so C GCT Q , G `iFr 6� s9 �- a b. F -$ J EA- -r� EC E h-,i P i + v_ij_ i_i�_ i.1�i�r,i_w � i+. turC.L 09, _-... - i p _ tT I �J°4 10-` VZb'LU \ NORM\-\ ROUSE - BRANCH 23 S\A-nW SERIES WHITE r-FNTvj-T 3-7 s)» 8595 f 'I bi l 7 11116 \NSt4tP,TED 366 tOW E CLEAR IMPACT RAW 111 1 K\N A h ARNING. DO NOT PRESSURE WASH WINDOWS OR DO NOT SE ANY PETROLEUM -BASED CLEANING SOLUTIONS. PLEASE GO O WWW .LAWSOJWINOOWS.COM FOR DETAILED INSTALLATION .rr .......... 'DESIGN PRESSURE SAS LIMIZEO BY ALL COMPONENTS) i'80-0 � -80.0 PRODUCT APPROVALS: NFRC AppTava\ # LAW-A-8 \1a PTOducx Appov FL15412-R5 M%am\-'Dade Ptod. Appov, NOA 17-1212.21 I �1 M in:l 11/16 . INSULATED 3W L Prod. ENERGY PERFO U-Factor (U.S./ 0.60 ADDITIONAL PERF Test UeSURS Can be fouricll *..t MRG r_vLr.:r7 ii i,�iiT O'vVs�. �Vr',q J� APNrov,.IG S f IF%ai Rasa-`■ ii�nni�%ia_ a n lc-- ■'va=maimi_� R`i-I ■na=-r�ci-=r`�i na U%j I�IV I RGIYIVdG LIiUCL rnIVR I V 1111017 a . JMCAE tiABITAX FOR HE. MANI :!'40* 9 i (QbA) 44 )) 8595/76/7 i NORTH ROUTE -BRANCH 25 SH7700 SERIES WHITE 111I16lPlSULATED 366 LOW E CLEAR IMPACT RAW 1/1 AW 111 WARNING: DO NOT PRESSURE WASH WINDOWS OR DO NOT USE ANY PETROLEUWakSED CLEANING SOLUTIONS. 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