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Home My WebLink AboutNOASCANNED By MIAMI•DADE St. LudeCounty MIAMI-DADE COUNTY g PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) _ 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other.areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right .:; . to have this product or matenal 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 the 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 a �_ ti PPn des` to comply with the Florida Building Code, including the High V Hurricane Zone. DESCRIPTION: S res "SH=5500" PVC Single Hun rndow — L.M.I. APPROVAL D CUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Wi dew Installation - LM", sheets 1 thr gh 13 of 13, dated 05115/15, with revision B dated 06/06/17 epared by manufacturer, signed and sealed by on Lynn Miller, P.E., bearing the Miami- a ounty Product Control Revision stamp with the Notice of Accepperar�e� e b the Miami -Dade County Product Control Section. MISSILE IMPACT RA G: Large and Small Missile Impact Resistant LABELING: Each unit slall be anent label with the manutacturers,Adme or logo, city, state, model/series, and followingstatement: "Miami- a Approved", unless otherwise noted herein. " RENEWAL of this NOA shalt' c considered after a renewal applicati:in has been filed and there has been no change in the applicable bulling code negatively affecting the performance of this product. TERMINATION of this N.OEA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or 2nauufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advei+J�ing or any other purposes shall automatically terminate this NOA. Failure to comply with any section of tbiS NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The^NdA 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 oVthis entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-07i4.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation.was reviewed by Manuel Perez, P.E. NOA No. 17-0630.05 Expiration Date: July 30, 2020 (i 1/.7 tilpproval Date: November 30, 2017 20/� / Page 1 ,jJ , 1" i, PGT. Industries. Inc. A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Test reports on:;l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large N issile Impact Test per F.BC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed=;window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system; Duraseae-spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test' Rel orts No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06102/16 respectively, all signed and scaled by Idahnis Ortega, P.E. (Submitted uud�rprevious NOA No.16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 21 Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC,; TAS 202-94 4j Forced'lkntry Test, per FBC 2411.3:2.1, and TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with"marked-up drawings and installation diagram of a series 5500 PVC single hung wind6*, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964; dated 11/15/14, signed and sealed by Idaimis Ortega, P.E. (Submitted u`n r NOA No.15-0519.05) 3. Test reports on:`I) Uniform Static Air Pressure Test,'Loading per FBC TAS 202-94 i 4) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window; prcpared by Fenestration Testing Lalldratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and scaled by Idat'inis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS .4; 1. Anchor verification calculations and structural analysis, complying with FBC 5a' Edition (20:M);,dated 05/15/15_and 08/29/17, prepared by manufacturer, signed and sealed by Antholty Lynn Miller, P.E. (Submitted under NOA No. 15- ' 9.05 Manuel 1perezP.E. Product Contro x iner NOA No. 17-0630.05 Expiration Date: July 30, 2020 `.,Approval Date: November 30,267 ti �Y E-.1 t , PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVEDENCE2SUBMITTED C. CALCULATIONS (CON-r•INUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 0.7/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®'(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated i' 08/10/17, expirikg on 02/28/18. 4. Notice of Accepiance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Br`onze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extr'u'sions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Accepiance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their'P`e`rformance Core Rigid PVC Exterior Extrusions for Windows and Doors"'dated 09/15/16, expiring on 04/16/20. F. STATEMENTS t`:7 1. Statement fetter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition;(2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Ly' ` '' Miller, P.E. - , 2. Statement litteriofno financial interest, dated June 22, 2017, issued by manufacturer, lE signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascoi; PE. Supervisor, Product Control Section. (Submitted uiidar NOA No.15-0519.05) 4. ProposaI No,. 1610125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq`Chanda; P.E. (Submitted'under previous NOA No.16-0714.03) . j G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PV C'Sir gle Hung Window - L.M.I. approved on 08/18/16 and firing on 07/30/20. S�` '� Product ConrolE miner E� Expiration Date: July 30, 2020 d, 1 yApproval Date: November 30,2017 ,r, E-2 � . -E%AMPLE FOR \ 2&1(B'MAX.OL L• F,. .,-54-MMIRICKWIDTH' RADIUS -TOP -'\\ 12'MAX. FROM HEADER(OR Al — FRAMESEAM y{ 30 FTYME, B. SEE MA%.O C. WINDOW TYPES) jai � SHEET) l -�-� A SEE r -' l SEE-i__1 30-MAX. O.C. ��2' MAX SHEET 3 FIXED VISIBLE SB,HEET3 T '" LIGHTWIDTH A.SEE -- IT .— -1 12'MAX. SHEET31 FIXED / + EQUALLY I / VI ISLE 1]-]18-MAX. O. SPACED / LIGHT EQUALLY ! ANCHORS PER I, I HEIGHT SPACED I,I TABLES9-11 / ANCHORS PER TABLES 9-11 G - — aa" OI UCK T X 10'MAX D.C. H GHT Ll �7 L FOUALLY ',/ _ 1 1. 314 MPX.O C. ESP A SPACED SPAfEO SPACED ..�- LIGHT pNCNOR9 FER p"O SUES941111 / ryEIGHT TABLES 411 / A G11n'AMX. NO ANCHORS AT SILL <-_JNOANCHORB ATSILL B _ iI l L WEEP-' 54"MAX. BUCK WIDTH '�j CSHEET NOTCHDETAILS, LIGHT WIDTH 9HEET9 ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATIO R TYP. FLANI SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH OR IE IEW WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR V MIMAI-DADE COUNTY, USE ONLY MIAMLDADE COU •, �~ ANCHOR4GEEHIMPLE 1 ,I .2j SI8' �' - FORARCH-TOP r - / HEADER(SIM.FORALL �C WINDOWTYPES) Y0"MAX FROM FRAMESEAM G SEE—,- SHEET4 B, SEE �t 30• MAX. 00.y�12•MAX. C, SEESHEET3 )7-7W'-MAMl. SHEET3' SHEET4+A.SE EQUALLYSPACEDANCHORS PER ,K TABLE59-11T O 62- BUCK UC X I . y HEIGHT � I L � r 1 13314 MAX. O.C. 12314 C EMPALY SPACED eE (-- SE —J ANCHOR..P_R51j ` SHEETS 1 TABLFSfr11 1 q SAO LE SEE SH ET." MPACTRESIS 52-1/8" MAX. BUCK WIDTH SEE SHEETS 1-114' 889 BUCK HEIGHT AS SHOWN yBJNOANLMORSAT SRC ` EESILLWEEP- Qf---I 1-t14' --{ �NOTCHLWEILLW EP-54" MAX. BUCK WIDTH NOTCHDEfA!L5.NOTCHOETP HDETAILS, SHEET4 T3 SHEET33E ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TVP. FIN OR J-CHANNEL FRAME. SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL -CITE CONFIGURATION FIGURATION FOR CUBDM COTTAGE CONFIGURATION UP TO ANCHORED IHROUGHTHENAIL-FIN 75- HEIGHT SEE TABLES 3l 1 (SMLAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHI I NOTES....................... I..............,-........1 ABOVE 30IN THE HVHZ THE OUTBOARD LIM(CAP) MUST TEMPERED. ELEVATIONS.............-.........................................1 r_ 1STM 090 CONCRETE MASONRY UNI IS ANU wrvene I e -1 i n muvwi --- -. - I)ALLWOOD BUCKS LESSTHAN I-112"THICKARETO BE CONSIDERED IX INSTALLATIONS. IXWOOD SUCKSAR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO BUBSIRATE. W000 BUCKS INSTALLATION. INTEGRAL FIN &J-CHANNEL..4 DEPICTED A52X ARE 1-In' THICK OR GREATER. IX AND 2XBUCKS(WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY LOADS TO STRUCTURE. WOOD BUCK GLAZING DETAILS..............................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). DESIGN PRESSURES........__ ................_...___... 8-T iI ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCHORQUANTITIES............... .......... ..... ....... .... 8-f0 SHOULD BE SEALED. OVERALL SEALINWI-ASHING STRATEGY FOR WATER RESISTANCE OFINSTALLATIGN SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EMUSION FROFlLM..................................... 11 3)114'MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT 15 NOT FLUSH TO THE SUBSTRATE. USESHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY & PARTS LAST ................................. 12-13 II DESIGN PRESSURES. '- _ CODES/ STANDARDS USED: A. NEGATIVBDESIGN LOADS BASED ON STRUCTURAL& CYCLE TESTING AND GLASS PER ASTM E1300. 1gC1]FLORIDA BUILDING CODE (FBC), 6TH EDITION S"MiAITI1JE DESIGN LOADS BASED ON WATER TEST PRESSURE/STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. -°t •2014 FLORIDA BUILDING CODE(FBCU 6TH EDITION - C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, AEG. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33413Y. STRESS INCREASE HAS NOTBEEN •ASTM E1300.09 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT REVISE DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. • ALUMINUM DESIGN MANUAL, ADM-2015 a.11lAl+ewMBVFIPd6 3)METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE RENEWED BY THE AUTHORITY HAVING JURISDICTION. •AI515100.12 041", Code 10) REFERENCES', TEST REPORTS FTL-]S64&DIES; ELCO ULTRACON NOA; PLOD CRETEFLEX NOA; ELM AGGRE-GATOR NON ENERGI WINDOW AND DOOR PROFILES, LTD WHITESBRONZEhIGHTER •gI5C 360.10 ASH'PSIDC No :%• D•O0 SHADES OF CAP COATED PVC EXTRUSION NDA'S; NATIONALDESIGN SPECIFICATION FORWOOD CONSTRUCTION,ANSVAF&PANDS MPIAL RmUMP. va'oDate 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `AA N.YLVN ]T, ..... N BF USER INSTRUCTIONS: UPDATED TO FBC 2017. - JR - MI,nB ade PmdvrtG Uic 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE]. ? '�%I i� 05/06I17 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, *� �'M]05 •t*G 3) KNOWING YOUR GI OPTION(TABLE I). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN - - pv4rIPEaP: D'°rn 6X' PRESSURE FROM TABLES 4�8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 10]O TECHNOLOGY ORNE GENERAL NOTES &ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP I. �p � �C N. VENICE. FL 34M 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 4TI. VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR �0•. B TE ]p. OVe: Dvfe: YOUROPENING'S CONDITION FROM TABLES 2 OR 3. AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. (P ';!'(ORIDP.' \�� IB41y48D1B00 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. 'AOrS�ON1.I""1', 1`` PCTwu mlee.lxc. Sma/ReevL smle: Sneeo- murinB No. xer NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL, FLANGE, NLYNNMIiLER. P.E. AU NBxre BFSBnvm SH-5500 NTS 1OF 13 MD-SH5500-Di B INTEGRAL FIN OR EQUAL LEGBOX) - PE453705 CERT. OF AUTH. QM - 'ES Devolpidon (Usted ham Exterior to Interior) k . .... __-.,. �-.,. e.....e. e1111 ml.,,m. nu u.. e111s'1 A Glass wfih.090' PVB 15HV Air Spec.+7/16• Len N SfIW Air Space s 7/16' Ian p+ Ile Air Spec. t 711W Len a 1-1/4' Air Space+T/l6' Lan E FRAMfi-• Suledine Mi A #10 SMS (steel, i" S.S. or410S.S.) Steal, A36• Steel Stud, AB53 Or.: Alumiaum,6C63-T5 3/16' steel Uluacon P.T. Southem Pine (SG= Concrete (min. 2.85k Ungmuted CMU, (ASTM B #12 EMS (steel, 1B8 S.S. or,410 S.S.) P.T. Southern Pine (SG Steel, A3W Steel Stud, A653 Gr. Aluminum, fi063-TE 1/4' steal Ultrecon P.T. Southern Pine (SG 1/4• steel Crown, P.T. Southem Pine (SG' 1/4- steel AggreGator P.T. Southern Pine (SG C 1!4' steal Uitrecon Concrete (min. 2.85 4 Ungrouted CMU, (ASTM lie steel Creteflex Concrete (min. 3.351 1 IUllmcon Generale (min. 2.801 • ilq` sloe) Creteflex (min. 3.351 .Concrete Ungmuled CMU, (ASTM 1/4'steel AggreGator Concrete min. 3.275 Grouted CMU, (ASTM HGlssc wth.09V SG Inle.ayer 7 HGlaac yNe, 01SGInteHayer 7 H Glass with .DSO• SG Intedayer 7 ' A Goes with .OSV GG IMetleyer S A Glass Wth.09V SG Intedayer 8 A Glass e41h.m0' SG Intedayer 7 • A Glees wiih.W SG Intedayer 7 GLASS TYPES & 7 9 a ., o a15 MAVH4br Bus TYF tNH? A20VE 90 atln[1 n1. @ F P MIN.OF3 O Ga. THREADS BEYOND THE 1• METAL I• SUBSTRATE. I' 'UNGROUTED ' OMU'VALUES 1• MAY BE USED 1• FOR GROUTED CMU B Ge.) APPLICATIONS. 3• S L AIJLt a: Group Auvrrne�c nnenv...+ . ..................._. Anchor _ _.... Substrate Min. Edge Distance Min. Embedment' E 2-1/2 x .131' Common Null P.T. SMhern Pine (SG=.55) WB' 1-7/16' 2-1/2- Rirg-shan, Roof rg Neil P.T. Southem Pine (SG=.55) 38" 2-7116' F #10 Tues.— SMS (sleek 18-8 5.5. or 410 S.S.) P.T. S@ffiem Pine (SG=,55) - 112" 13r8' Aluminum, BOB1T5' 318• 0.050" Steel SIU GT. 33' are' 0.0451' (18 Ga.) Steel, A36' 318' 0.050' #12EMS (steel, 18A S.S. or41D S.S.) P.T. SeNhem Pine (SG=.55) 9116' 1.3r8- Aluninlnn 6063-T5' 31W 0.06T Steel Slug GL.33• 3I8' 0.050" Steal, A38' 318' 0.050" 1rer .Frame Types - (sea Glass, Oatlon9 a "FNo bonI me Igo) Fame Sira es (xe Flg C) eti Flange (#2) 5.16 Equsi-Dte, Cdei/Prmiew &Goes, SquerelRect, Arch -Top & Raclue-Top Through the flame of the windaw�::. Thmuph Ne hams of the wlMow...... Box / E,Wa ag (#4) 5.16 Equal-Lde, OdeJPm\iew S College Squarcllmt, Amh-TOP& Radius Top (all 5-6 - Equat-Ute, SquatalRect., Thrugh Ih0 Integral In...... OdelrPnni" & College Arch -Top& Radius -Top Thmagh Ne hamo af1h.wiridI... =Inn r..1 I tegml Fin,• nri(!K1) y+u, 5 3 Equal-Lde 8Col arro gU8 Rec[ SA 11TIp& • •.`. :1#�dRus-iap Thmuphlha .- mtegrel 5n...._ Blryuglilh.?Rama Nlhe wintlay...... FIGURE B: FRAME TYPES DD11- EQUAL -CITE ORIEL COTTAGE \/ 3L& INTEGRALFIN nJ-CHAANNNEEL FLPN6E BOX OR EQUAL -LEG Net may be used ,Mgap mt 3, option 1 13, option 2 Cnncreta'CMU- sheet: 14. option 7 tmalBuck.lnp--heal4. optim 6 14, option 6 ame/BueKstdp aneet 4, option 5 t 4, oafl 7 ame/BucksWp sheet 4. Option 'A'=ANNEALED 'H' = HEAT STRENGTHENED T=TEMPERED PVB"=.IBV TROSIFOL®PVB BY KURAIR Y AMERICA INC. 'SG•= .090"SENTI IA6® INTERLAYER BY KURARAY AMERICA, INC. I _ PRODUCT REVISED c-mplyin6wNrdx:Flond. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. Bu14v.e Cod. 4� Anxnlmm Nu l7-v,oJO. jP2•l`�`'\::"�wEHsp`/C� - Rw. ANLYN�By ANCHORS m mD FG✓non - -JR-06106117 I No. 58705 * _ D Atu n aoe^ =9'• 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 'MIN. OF3 ifl IT, �� N.VENICE, FL 3eZ76 THREADS no.: DOM' BEYONDTHE '%FS'••`3. !!�a.,.G`=`\ (9°1 1� SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 j \�`` OAP METAL •JxS ONAL N` Pm IxW Ba nx. S.rler/yWd: Sons. Shah OrvWnp Na Rw: SUBSTRATE. A.LYr,l+' ULIR PE. ""_ SH-5500 NTS 2 OF 13 MD-SH55D0-01 I B ~{BUCK UCKWIOT T. -~{BUCK WIDTHj--- x s @ x Fx iL RECTANGULAR RADIUS -TOP ARCH -TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES al Min. F Min. Fu crew 92 kcie w 60 kcierew 90 kei 110ksl e C•.'e:'!,— a 57 kei Bakal reCwr9 Cr KeFlex@ 155 Mai 127A kei 177 kei 109.7ke1luminum 16 kci 22 kei Steal 36 ksl 5B kci teel Stud 33 kei 45 kei INSTALL-ATIONDETAILS:FOR FLANGE &:EQUAL-LEG/BOXFRAMES..;. x_; WsrnL�nitGN'OeTIONz _I''• '- "'LNsrALLA7)oNOPTION 3'' ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX - INSTALLATION DIRECTLY INTO CONCRETEICMU, BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2, THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT 1/4•MAX SHIM FRAME IWOa MOD I+- - i6 1/4•MPX SH FRAME OR BUCKSTRIP. , 1 SASH VISIBLE 17 EDGE SEE NOTE 2, THIS SHEET. EMBEDMENT zi5• LIGHT" EDGE ISTPNCE FLANGE FRAME-1 015 CE SHOWN 41 BALANCE TYPE VARIES - ttP. ANCHOR L114•MAX TYP. ANCHO ttP. 42 WITH SASH EMBEDMENT � SHIM EMBEOMENTAND WEIGXT 54 300 AND EDGE . ANCHORTYPE, `J EMBEDMENT AND EDGE DISTANCE PER I a 31 DISTANCE � DISTANCE PER SUBSTRATE SUBSTRATE '° EDGE SUBSTRA SEE TABLE 2, SHEET2 SEE TABLE 2, SHEET EXTERIOR DISTANCE SEETSHE T 8 +... L BTa ... I .. .• FI%EO WIDTIE ABL E 2 4 Is .FIXED, 10 20 i,QP-T.SASHTOP• -� MANGE I,. - LIGN ' --... 'EOUAt K i•,-V151BL-E LIF/RAIL "f FRAME I- x2 '' T! LEGIBOX t.•c',k'. LIGHT`— NOTES: SHOWN I� BUCK WIDTH -- FRAME HEIGHT IANCHFORALANCHOR SHOWN 1 ANGHDD A 3.%• HORIZONTAL SECTION A -A L 49 46 FROM CENTER. AND AT I)USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ONTABLE 2. OVER 36"WIDE: SHEET 2. FOLLOW EMBEDMENT AND DAOE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADDADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL, SEE SUBSTRATE PROPERTIES TABLE 2.SHEET 2. $CREWS&�J1G3lB" INSTALLATION OPTION SHOWN MAY 45 48 47FROM END. BE USED ON ANY SIDE OF THE 14 35 FORM OWSWITH WINDOW, 114"MA% o SHIM #10 OR STEEL 1/4"MAX. pII11 BOTTOM ,L I� BUCK ,II li, lO 18 ADD ADDITIONAL USEDI O WOOD PER SELF-0RILLING SHIM HEIGHT SCREWS �B3I8" USED INTO WOOD AS PER TABLE2. SMT I�❑ FROM END. IC � BS SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1.12' WICK ARE TO BE SHEET2. O SASH CONSIDERED IX INSTALLATIONS. IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS 16 ORDEPICTED GREATER, TER,1 ARE 1-12'THICK USE EI OR (MENU ED)IXAAL EDESIGN /-1 IIIJI OPT. 86 65 BOTTOM TTOML (MENUSED)TRANSFER LONGED L1� BOTTOM LOCK. TO PROPERLY TRANSFER LOAOSTO FLANGE EQUAL INTERIOR H1 31 30 TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME �J LEGIBO% p - �f'.'°+'-• LOCATION: 6418• 0551014 AND INSTALLATION IS THE SHOWN �o -- FRAMEWEit <`NOTC4ESAT ED _ FROM SASH END. - RESPONSIBILITY OF THE ENGINEER - i SHOWN e _ - EACHEND."• ORARCHITECTOFRECORD. -`� EXTERIOR B 66 3) VISISLE LIGHT WIDTH OR HEIGHT INSTALLATION V INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION4 PRODUCT IIENSEO 67 OPENING) IS MEASUREDFROM ANCHORED THROUGH ANCHOREDTHROUGH Buua,OXk Bs FNTMA 1/4-MAXSHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL A,I` mtb! EOVALIEGIHO% QOu \\111111III � a r Dma FRAMESHOWN _��- .``aoN...... N,yi�' FeHelm: 0Y ��1•� \,TCEN9p �� Mom DaE. plodue , 27'X 1.2W NOANCHORS • WEEPHOLE - REQUIRED IN VISIBLE LIGHT FORMULAS, W/COVER®O - FLANGE OR N0.5W05 tar FROM 39 a EQUALlEG WIDTH - 0 EACH END. FRAME SILLS @SASH:BUCKWIDTH-6-112' -'0 '�.�' peMpflen: pom BY: ® FIXED LITE: BUOKWIDTH-F31B' �A'. #I�I -(G�� 10TOTECHNOLAGYORNE FLANGE&EQUAL-LEG/BOX FRAMES JROSOWSKI 5 �q'•. STATE OF IV. N. VENICE, FL342T5 Nb: RUCK HEIGI-3-EI (K` +�EORIDP.+' \?� (B41)480.1600 Pit.: VERTICAL SECTION B-B BEIGHTRGHT2-3-1 16' SS/ �G SINGLE HUNG WINDOW INSTALLATION - LIM 05/15l15 III ONALIE ` P WRUBW6 In c. ILL ..TR8�AWD 5pn a/MCEVL' Scot: 4EI D;7.1 Na rear. A. LYNN MILLER, P.E. SH-5500 NTS 3OF 13 MD-SH5500-01 B PEN 6870 DEBT. OF,AUIH. p20296., - - - INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN IWO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2.THIS , SHEET. BUCK HEIGHT SHOWN EXTERIOR a EMBEDMENL L EDGE DISTANCE .- I"',giINSTAL•LATIONOPTION e. r A.,.. i - -,, INSTALLATION.OPTIQN 5: ,. 4 > F + r' ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRANC OR OR EMBEOMEIJF (III /� NOTE 2.. THIS SHEET.IP. SEE BUCKSTRP S SEE 2, THIS SHEEP. Imo— EDGE DISTANCE I14"MAX SHIM IWMAXSHIM 1II TYP.ANCHORAND TYPE I II\"III EMBEDMEMENTANDEDGE ' 11 G 1 DISTANCE PER SUBSTRATE• IUj 1 BEE TABLE 2. SHEET 2. (SCREW SHOWN) (SC T114'MAX SHIM TYP. ANCHOR TYPE, EDGE I DISTANCE EMBEDMENT AND EDGE DISTANCE PER . SHEET 2. SEE TABLE NSHEET 2. 18 - WAIL SHOWN) 20 ,LIFT BASMTOP ."_ •, JLHPNNEL ••• LIFT RAIL CRAMP L4 21 I FORALLWINDOWS. NOTES: SHOWN �— IANCHOR@3.55 tl by 49 FROM END ANO AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRWTE i 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 O _ OVER36'"WOE: OF SHEET 2. FOLLOW EMBEDMENT ADDADDITIONAL ANDEDGEDISTANCEUMITS.ANY SCREWS@1631V INSTALLATION OPTION SHOWN MAY 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FORWINDOWSWITH WINOOW. BOTTOM LOCKS: i6 ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS@B-Na. USED INTO WOOD AS PER TABLE 2. T_ FROM ENO. SHEET 2. ALL WOOD BUCKS LESS THAN 14p THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. IISIBLE I WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO (EIGHT LATCH(SHOWN) SUBSTRATE, WOOD BUCKS y 18 OR BOTTOM DEPICTED AS 2X ARE 1-1R'THICK J— LOCK (SHEET 3). OR GREATER 1X AND ZX BUCKS 85 UNIT (WHEN USED) SHALL BE DESIGNED 63 TESTED TO PROPERLY TRANSFER LOADS LOCATION: TO THE STRUCTURE. WOOD BUCK ND \ 'r-tl�\, - FROM SASH END. DESION AND INSTALLATION IS THE LIGHT WITH SASH WEIGHT EM[�E I�RIOR 87 (�' FIXED VISIBLE - 4�. (+) LIGHTWIC H I BUOKWIDTH HORIZONTAL SECTION C-C SHIM 1 DI BE MIJOR HORIZONTAL. = SHIM � j^ MAY BE VERTICAL OR HORIZONTAL B 7— #IS ON25TEEL ELI DRILLING _ EMS (GI SEE 0 TABLES 28 3, SHEET2. RESPONSIBILITY OF THE ENGINEER , INIEGRALFIN- NOANCHORS ORARCHITECTUFRECORD. FRAME SHOWN FIN ANOIOR FLANGE REMOVED INFIELD RILLS IF ANCD IN HORING 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR AME SILLS IF ANCHORING rl THROUGH FRAME. (ALSO REFERRED TO AS OPENING S MEASURED FFROMCHT OPTION? \�L 114'MAX BEADING TO BEADING. ANCHORED THROUGH II METAL INTEGRAFIN a FRAME BHDWN DQu o _�Sh 2P' X 1.26' PHOLE W/COVER @ 2.87' 71 38 FROM EACHEN 38 TYRANCHOR TYPE. EDGE[ EMBEDMENT PNDEDGE INSTANCE PER SUBSTRATE. SEE TABLES, SHEET 2, —may EMBEDMENT (SCREW SHOWN) ' INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN IWOZX WOOD FRAME OR RUI STRIP. SEE NOTE 2. IRS SHEET.. VISIBLE LIGHT FORMULAS WIDTH ®SASH: BUCK WIDTH -610 @ FIXED LITE: BUCK MOTH-4-313' HEIGHT(EOUALiITE� BUCK HEIGHT@ - 3-15115' `11p1 1I/III INTEGRAL FIN IMO \CENSE'':(�: IllulT`y\�,I`/\�J��_ry11�I'wlllr �.; No.58705ct '. * W %AO STATEO I ••aNE te 10TUTECHNOLOGYDR ��lC •'�LORIDA„' �� N.VENICEHIF 'i. s.. .. .fn 1811]-0Bo-1800 P.E. I II EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE " FIN DISTANCE PER SUBSTRATE. FRAME SEETABLE 3, SHEEP 2.. SHOWN - (NAIL SHOWN) . 114'MAX. SHIM INSTALLATION OPTION B ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) NEL & INTEGRAL FIN FRAMES I J ROSOWSKI Oota: HUNG WINDOW INSTALLATION -LM 05/15/15 Scab: SMet powinq No. Rm i500 TITS 4 OF 13 MD-SH5500-01 B .. r:� ♦..�_s1. SIB'NOM Imo- .�♦-��]/0 NOM. .�- J )IB NOM.' -� 79 NOM ]/9'NOM ^... 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" A_ GLASS — aEXTERIOR 5/16" H/H SG — 7/i6" AIR SPACE- 118' T GLASS - aEXTERIOR GLASS TYPE 5 T16-NOMIl - GLASS TYPE 10 5/16" A/A PVB — 7/16`AIR SPACE — 1/8" T_ GLASS - aEXTERIOR GLASS TYPE 6 • l "Tie -Nam. 3/8' AIR SPACE- 3116" A GLASS - aEXTERIOR GLASS TYPE 11 5116" A/A PVB — 318" AIR SPACE - 3116" A_ GLASS - 1�3EXTERIOR 5/16". A/A PVB — 3/8"AIR SPACE - 3/16" T GLASS - aEXTERIOR 5116"H/H SG- - 7/16" AIR SPACE '- 1/8" A GLASS C] EXTERIOR' GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 Tl8' MOM. . - ."" I-710 NOM� i ]IB' NOM. I'=- 3/1 E" T_ GLASS 6 H/H SG 71+6' A/A SG 7/16'.A/A SG 3/8' AIR SPACE 5116" AIR SPACE 5111Y AIR SPACE 1/8" A GLASS 1/8" T GLASS EXTERIOR G; EXTERIOR 16" EXEERIOR GLASS TYPE 12 7l8-NOM. I�-- GLASS TYPE 13 7IB"NOM. GLASS TYPE 14 7116" NA SG 7/16" A/A SG 47&79f GIASS GLASS TYPES 9THROUGH 1/4'AIRSPACE i/4 AIRSPACE E ttP 16 MAY NOT BE USEG3/i6" A GLASS 3/18 TGLASS WITH.4CHANNELOR p- 07NTEGRALFINFRAMES` ^B%TERIOR �EXTE0.10RbGLASS ttPES5,T. 9.11.13615 MAY NOT BEUSED IN THE HVHZOVE 30'IRODUCT REVISED EXTERIOR 5DGLASS TYPE 15 GLASS TYPE16 ;,N„mg�Pe,A/7 39•38• r1Y LYNN��nav,a 1No.58705GLAZING NOTES: W'=ANNEALEO -'O '. (,,C�'` • TYP. GLAZING DETAIL 41'=HEATSTRENGTHENEO =A 2:1- I: z; +morecHNOLocvDRrvE GLAZING DETAILS J ROSOWSKI R'=TEMPERED ® ;Q�',_ ST TE OF (O�� N. VENICE, FL=76 Ortr 'PVB"=A90'TROBIFOL PVB BY KURARAY AMERICA, (� �fOglOp,.'' C�� TRW '60'=.090'6ENTRYGLAS®BYY KURA AY AMERICA. INC.I. S "..... (BMIMBO-0600 �•,� NALNG�` Po SINGLE HUNG WINDOW INSTALLATION - LM OS/15/15 FOR LAMINATED GLAZING COMPONENTS, SEETABLE 1. SHEET 1, 7111111111 Ny6p�rr Bypy 5viim/ModN: SN SSeeC TMnNnq Na. Rer. A. LYNN MILLER.PE SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.ER5B705 CE0.T.OFAU+H. d39]90 ALE 4TBLE<w1 - ' A 44 �A 59A WWt M or vinWre Nm elxes SEE TABLE 9. SHEET 8 FOR ANCHOR GROUP AND QUANTITY I I ^ • SECTION DETAIL FOR WINDOWSWITH "LEVEL RI REINFORCEMENT & GLASS TYPES�56:7 & 8 - (REINFORCEMENTS SHOWN IN FlGURESABOVE APPLY TO ALL FRAME TYPES& CONFIGURATIONS) NOTES: s) USE THESE TABLES FOR ALL WINOOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. S) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �4 Typ.. um, Bylvn 6a0 ° P II+IbsIR� sxl:s 95 EpnHlla •MO -m0 SlagaC 2nlga 1. S1I.14eN is -I BSD mD m0 .HID EP=wm umenama M .ma .mo .lao smw... usa.uSA ao .mA I f.IbN m51].a� •&i0 o .10 •m.0 .raD aIama,mlN. mme.asla wso - o ws.o anD sr.am 6qulam -aml •eS •m.o .raD 61ativEpMw Ysn-nsle •aSo -no •oo.D aoo umr.v D ws0 .,N oomo iCul nsma1.411 MSD .m.0 -mo mmmsm. msn.93A •m.o .mo •m.D aao 6ie6JG1y H6+].'IS.sN •65.0 .10o H54 .Iao Y Fga11N mstl. ao,o .r0o WA .raD 6bNmE Ranw I1411.A310 •O4-00 0 -7o0 •m0 .)ao pakrna 14.511 11310 100 mA ia0 1. msm mD .roo men mo •L.o aoo sYmbamuc. moa sr-msex MSo o. .mo .rao r;n m51r-m5x w N ilutlMRbL`e')]I312-9Ate '•59.0 :im01:• o -]ao wn9be"--" 1 iab •6`. 0 • m[SA .10.0 p nm-vm W30..m0 •m,o TeMal lent A'm5-SIm4 •0.l0 -m0 •m.o .o .m0 SF Sn9Kmiq• 9fll..... KSo M. •mo aoo 5 sy. uv mn-as+e w4D -m0 wso a00 nms o.mms.. 9.snss+e MSD 4 bIWaONuva Oe'mm SQ. frsn.mel6 u01r-+1sla woo •Ao .roo -mo •m.o •.'o -mo o G�.mmse. aen-+rile MS.o -mo .mA rao slanrt+ um -°me .eso .mo ws.o aoo rbbu Asn.nAY ws.o -mo .mA aoa 6+.bme cm4 ssv].As1e wso -mo .mD -mo F5 man.rsm •aS.D aoo •Aso .roo P ee.a.e m9wr avl-msw wsA ao.o waa aoD Oelmn%. m611.A610 •a5D -Sa0 •SS .]00 .m1.951e Me.D .mD Ms.o .ro.D Gomm%e 1151]. I1510 Mao fD.1 Onmm6Y0 tSm].401 •0 -mo •65.0 813 Ya1rt+ tamf.14018 MS -m0 M50 MS T4Ya LJ MSO .RO .200 Oamm9Ye m511.AA10 MSO .rao NS aa0 Epclab ma11.S310 •WOm0 •nio aa0 m Cubm SW AS" .". wS0 .m0 •m.o . %Mad nr'v.4 H511.II61a MSO .mo Ma0 w� s msn 9. +o o - m •mo rA EA.w msn .seas .mo aaA & MNn 9' 9. ] Ste 050 0 •mA a].] 9orpvtlpglW a H51e ! w •m0 M5 01.9 ibbm Y.OM .RO •mA AS See in L.I "MIN. SASH JAMB TABLE 6' Gl:iryp. DeepjnPre itiaAlc 5.1 .8501 T00 gelp<Iw I W Fw.Ilumv+mW Ni05¢n ANCHOR GROUP AND QUANTITY. SILL I HEADER �� - L I � t •• OMEETING RAIL O cnloH SASH a HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 66 T& 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Cnuc n+ G[r1nx51 9 iiti 1�L - IT,•W. pO'. ST 1pTOTECHNOLOOY DRNE lEO • T 4/` %(ns'.AYDRIOP,:'G�� N. VENICE, FL912T6 �''AS!ONALSEN�� (891}W}1900 1aTLSYmRFA°°ro'L< XLYNNMILLER,RE. ALLmAMA1�M5N w+mMYinB with Ne PIOHQF awlaire cw� AcaPlena W 15 E DmD ]d'yz Ry Miaoi OdSfro3on Omm Sy PRESSURE TABLES J ROSOWSKI HUNG WINDOW INSTALLATION-LM 05/15/15 Smk: SAnC pOArq Mx Fer. 500 NTS 1 6 OF 13 1 MD-SH5500-01 I B 1 III •0 roo >iy iaa a PaNt4w1 a wecrpser n.. IVTOa'¢4!^ Xrykbbnn s nfJ']B �OnI �-^ -O Ipn PaeSauRrplyn' lMNwaueX VIiJTI'm 65 521xs N.. 9.5 E,wa'Fla kIII •NA .1100 Into .1 •nJ.O -1160 IRO -tlnd sy�p.S WOge '4E,_ SBA •AO IN* Into -1100 !100 -1100 )Ia0 n100 p Epullee Bh�p.O Pmbv I1 na]-10.518 It.m-11.39] *No , n10A •]0.0 •Mo IInO .1 •100 D -110.0 n10.0 •AO •AO .110d -Ink Ilolk m5v-2o'.VI'No •roA n mo -uao . nmo amm..cootIl m. mste .rv.a -Imo wm .nnv Into nma T..I Food". InIT-ma] .,to .11 o Ill..um •KI naA E .e lie o511-17111 Into .110.E Into .nao Into -un0 um-1.Sla -n.'No •mE I..D .mE a rellwlI1051to -aLWI . -I1D.a Into BP .ma -0>I Ink mE E,,NNEI msn-TSB] Ink -Imo •m.a -11010 •ma 4100 .RE -11a0 9.jnq u617-2ose Into "too Into "No .m.a -In' .ma runt a EwaVl: M511-9510 Into .uoa nmo .Nk a10d Ink nmo SIaE.ORwMx RInto l.ItIN .mlto a Into am.o no NI.. I.. -I,I cnwnsn. usl]-It to Into Iona Into .uao a a -no nma to 1p 11]n-usm Into -Imo Into ."o. .m.o .I M.o Into aE].D r8' AbNe4QIDa0^r 31$0:26.01 m511-]1 @]' +mp No -I I00 Imo 'IN. 6N.0 ba0 onto tNk .111E'No -Nk Into Into A ro .1n. - Epuuea m51r-ID514 qn. 1.00 b .11, Mo to •WO no fB L _ShN 1)51S-4j1 I. k 100 0 16d laD 4T00 F 11pD 1611-11.Gtn •Po Into .1 nno 1 3511-151e •AO n1vA .mD I n I. It n 6bte[I tl]]1-12LIN ..I 4N..70➢ n10a -in. n1a0 Into n10.0 f TWIW ante-m.5n Iwo .Iwo nD.D me my .w...Nv mo B�.S.olollp mn]-m Ell Iron -no.D .m.o nmo Imo mat .]Oo .nno aan-mole no I oo ]a. ]a0 N...mo .nao mENYYM1 m.mmew xna] rile mo nav Ink 41M n. 1mn Into 4100 p PQa sWtlNPrtwx 11517 m to SIG Na -I'll Into 1100 .,I. 110➢ AEA tit. EUWnEIea 14111. 1111. -N1 -"No Imo -"III ,]0.0 .11. -Ao 11.1 Onbm. nE7-to"I .m0 nl.A .]0.0 77:I I ..1161 Into .,,.1 11.m E.. Into -,N. Into �I+0.0 no n1n0 .W.v -Into ]e.511-41W - -110A 17lo n100 .100 1 noo a100 Su.Je. Conroe 31117 m615 . -110A .A .11 1 -no .IIOO Into n1o0 Ewlih m511-Bole Ink -1f00 .10.E nl0v .,I En100 .IPa 41. ybrde.RNw vsn-mme . -no.D .R.o -Imo Imo .Ifoo Imo .no.t m Im.mmsw msn.msls Imo .noo .rot -uoo .roo moo woo .,lot w¢sse nsv.msln .]aa 11N..n. -uao Imo IN. .m.D .nm o.ewso-. IAsn-nste .ME nmo Imo .uoa n nmo Into .1 wmnao-. m m'.1oI1e .No io.1 ....D .Imo Imo -rm➢ Imo -11t. seon.n I1R1-nma -mA moo •non .mo -Imo Imo .nm mm usn-nuI Into .uoa Into -uoo .ro.v Alm •ma Maa Pebm Slu aAolo. 9.sln IN..11..I Into -110.0 .HIE a1A0 Into 11PE Epullb 7as119.sil -No n10D .Aa .Imo •]00 nlov Into -11A0 ]n Inl.B¢e B3511.55.511 •A➢ 7Im0 71t0 Alm -I-- .11o.1 •mE lNk .SOIOInPm]r: A511-C.rM1 .]00 -11Po .]00 n1Pn 1100 -1100 ,.`JO n.Md .gpbm6¢e mslr-m5p roA Y1. 10. -114 "ok 1 n 1 0 Not.ansle.ms0 ro AD roo 1 E to o In. 1Na Ey9kl. a5sn..15L lot Imo 10.a -nno roo 1 ]no .1 na y gs4nS¢a 9n31i-Aa15 AO 11 n .10E a1 0 I1n0 Into 1110E SYtleOPiW ]]Ale 3SI8 ]m 1100 N.0 -1m0 -10.0 .11n0 I n1o0 P1]B i.'IM nLM m 00 •N.v n100 1100 4100 •Ro nmo SEE TABLE 11, 5HEEI 1u Y V n IWGnVn Vnt]ur wvv aurae n 1. -MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 50.1W Not, 4 Bawli.n'pmC.f ,'x Ngn9eam ,All- �s=.n.wB.. WnP I'N Co. Wmauv Bv.X WIYM1 9N geln63ave1 )3 ]B 11 631'I 51 m5 'o'Coo- 0 0 •m0 -n 0INI -nI -110A •]O.OP-1 0 -No n19.0 •, -IN Into -III 9:MpO a -lo0 nkIn -]n0 -Ca0 n10A -la0 -110.0 -1 0 •MO -\ 0 • Irl mm •..I 'too •] I- -11n0 xa file Slo Ebro ea iimmo]150)0 11.50]-14518 i9 •]0.00 •la0 •1 -11P0 -1n0 .1.. -110.0 -70.0 Inn -)a0 -110.0 -1100 -]n0 -]0.0 nNo .INE •]a0 -70 -110.0 -110 0Ink •]n0 '110.0 N •701 Zj= 11,Pmlw TalleN' 211�tol 335n-21IN •]00 1100 •] Ink HPO -Inn -]OA -110.0 •A.0 -to I) toI -111, Ino'110.1 •100 n10.0 111'to0 -"1 A1n0 .,go... :0.R0-xssls •]O.ao Into -1mo II" aa0 -n 0.0 90.4 -1 m.0 .ID.o Ink -n0.0 •]Po -1 o a0.0 .noo 110.E n ]1n3 ENM1. n.111-x08n • oE aao -v a.0 ea0 -nao eon -0No •HID -no➢ •] 0 _11N.0 •10.0 Am0 Into -w 9w,m Pmlw Ap1]N]510 .10.0 •To.I Into Into -1 .1. In •m.0 -++0.I aoo -nP0 In "No 'too a II No.N. 11.]n-11511 90.00 aoo I Iota •10.1 -in. •10.0 N0.0 noo 11111E •IDA in •]o0 -III , •10.. -roxo Tanpl oton It" Ino In n o woo moo noo "10 •]oo -1m.o nao'to0 a0.0 m.0 'no 90L cuYnmstt. It.7.21.1 •m.1. w t100 no m0A a -n0.0 •]0.0 -,I0.0 •]n0 a1o.0 Ito -11a4 'no -nno fimlaNlIDENO 23.511-20510 IntoO IIE .Into • t' -110.v 'nE onto no.E -no.0 In n1oI •IDO m0.o `NT 7,N0 E.I.. x05n-msle nooa It" -01➢.0 Into -1mo war -noo •]0.0 1110.E •Tao aln0 •,..I -n I w n100 61nMarol'Wy 17.517 ININ •]a0"" -110 .] -no0 Into "itC 'no -0mn noa -I I nk 1110.E 81P B.Sn-n510 Intoo Into .11.o who .nao .roA -+ 0 900 .nno •lo.o -noo N0➢ -I 1 no0 400 n v.n]-t0.510 • oo aa.o -u0.0 Into amD •70.0 -IN0 Ink -Imo no.o -no.o w -Illo Into -ID1 9l--' i1.Bt3-33%+ .r0.0 n+0.o wa.a -++0.0 -mo -1+00 Into !no.E .o.o -uoo •m.E .. .m.o El0 110.E So.o OBpe't66n ]I50$ 0 -f1n0 w00 1100'N00 00 i00 m0 ]0. 0 M.0 1f00 -IInO n00 -11P0 0 fa0 m0 DO-•)64-\0 000 1 ]n0 N. 0 1100 NI 1100 ..11. . ryN ]. 0 B tA511 i]518 ]v 1]u •]at l'x.a N00 • 0 Od •)f0-}0 1100 •160 .1100 )1 .00 v0 n100 ]O.e -m0 f0.0 -1160 ]61, •1 0 nto0 S 0 t00 ntao N04w noD mnv 0¢. 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Nnv nloo -70.0 n10.I Into 11o0 Into -110.0 •]0.0 n10.0 •7oX -110.0 -no -105.1 Stapu Calago ]131]-M011 n0.0 -1m.0 Into n10.0 Ink '110.0 170D -n0.0 n0.0 nt0.0 I.i 0 -1164 .I -i B.S •100 Into FquSAe xr51]-31310 n0.0 -110.0 a60 n1r0 an0 -110.0 n0.0 -110.0 •]0.0 -In1 nno Ank •N.0 -11 170.0 -1021 A.MVOPIMev asn.ie5m .ioI nm.0 -70.0 -IN • 060 -nao •70.0 nmo Il -no.o .100 -nno .m.o .no.o 10.0 No to aaamsh. 2oNrtsst9 -70.0 4 n0.0 Int nao -1 E in -uoo •Too -noo ao.o nmo •ro.o -noE 10.0 Ml.a W9om]W 1]sn-m5t0 •]o.o , •70.0 alov •700 -INI Int n10.1 •70.0 1119.E .n0 -un0 170.0 al4o Into! -no I tool.... us0..rsm I. .noo •roo moo Into niO.E -,I.o -m e.0 . oo -IMB I -nI I -1oo.B In nm5 Into -loos Cuaomal+e +]M]-t1s10 It. -1100 •mt n 0 noI .max .Ao -nal woo Oi 1 Into iu •10.0 0N0 au BIgMn +1R.-1]%B noo .110.o nno .. 0 .1n0 .+ 0 -0to Imo n] •]B.E boa .i0.a fro ;INnao -0o.o 111.1 1.611 In. .11. o IN am0 •toI .noa -710 -into Into -nno •T0.0 IIIII 1.k I -Nu I +I. fe.0 Cu9om8te 3p.fit]-30.5n n0.0 mm IN -In.0 170.0 .111. •HID nlnd Into n10.0 •]0.0 -1160 •]O.D -pl.r It. E8.] EBuisle 35. Sn-]n519 -70,0 110.0 •700 -I1m •] 'No n -n60 •]r0 n10.0 •NO AO.. no.0 fs0 15 W9o.... ?1.511-30318 .]EO "N't. noo -110.0 a00 410.0 In -noo Into -tlr0 •ia0 n160 -]O.P -N0.] It 412 Siutl00 MVW SB.511. 3E31e •nE I100 0 -nm •]r0 -11 o.0 �$0.0 n10.0 nao -i160 noo nD48 •m.0i •EI.B •Tm 901 WYBmahe - xl I, sip nE no )oo tta0 nk' T: roo .,oil w fn8 -ilo.Ca.1 •rao de.. -rao .14 1018 160 fp.1 • a fs.. n0.0 -0 •]00 43Y ".1to 9 EOYMn. Sas l aB nno Inn IBa •rot t1 I o to.o 0.0 noa0 .lao fa.] •>0.D f.a 0. Al0 CYalom Bha loot I. •]00 1100 ]00 11.1 INU Olp ]0.0 mi1 Inn -0B.B Io.O fn1 nno 98.. -]00 910 SIaNSOPIdw ]]. 15 NUn It 1116E To I1o0 noo lot. to.0 -01. -160 fl.] ]00 L0.1 w60 9rp •]PO Eo0 B1A 1.W n0.0 n100 a0.o -H. Into m20 Into 1 -0i0 .70.0 f ] •]0.0 d0.1 nm fo0 Into 4ED NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME.. 2) FRAME DIMENSIONS ARE BUCK. BASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN ON THE TABLE. * : No. SB705 .. * '0 �' `" � (r` 10Tp 1EGINIXDGYI p0.'�. sTA n ��.�� N.VENII-E, FL 313i5 (REINFORCEMENTS SHOWN SILL IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) 'GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-0HANNEL OR INTEGRAL FIN FRAMES PRESSURE TABLES JROSOWSKI Oa4: HUNG WINDOW INSTALLATION-LM 05/15/15 3cnle: SMrt: Pw1np N0. Mv. 1500 NTS 7 OF 13 MD-SH5500-01 I B 00oo00��8��0010�010�m00uu0mu00��00,0��00�O000��00��00��00��00��00��0 m��UUUonioUUUoora000"Union©o©000000000©oo©oo©00000000u00000©00Ron �FoU0000000o000000000niU0000000U00000©oo©oo©0000®000©00000©oo©0000 � �F m��000niUni000Unionioni0000000000ni000nioonionioaoUUnini0000000000000niooUU000 �F FFooni000nioni0000UooUni0000000niooni00000000000UU0000U00000U0000000000 Uc�000nioo"UUUooU0000niooUni000000000000UU0000UU000UU000UUU0000UU0000 L : i©oon©ono©©noii�n©©©©©©©no©© ��UUUnioonioUUnininiUUnioUUnininiooUniUUniUUooUUUUUUU00000nioUnioUU0000UUoninioUl F F000UUooni000ninionioUniooni000nini000ni0000Uoonini0000000niooUUUniUni00000000 � a0000000000000niU0000Uooni00000©ooUoonioU000UU0000UU0000UU00000ni000 �Enna F �oUOUooUU_--- moo F �niooUUUODUUooUUniUUniUUoonounUiU"000UnioUoniUUU000ninioUUniniUUOUnio" �oni00000niooniU000000 F uoniooniooaU8 000Monona UUUUUUUU000niooUUU000UUooniUUUUUUODUODUUUUUUUODUUUUU oniooni0000niUUODUUUoniniooniooniooniooUUUUnioUUUnio UUooniooUniUUUUODUUUUUUUU0000UUoniniUUUoUUUoniniUUUUUODUniUUUUUniniUUUnini UUoo101110 UniRionUUUUUUUUUUODUUUniUUUniUUniUniUUUUUUODUniniFlniniUninioUninini 000ni000niIn mu00000UU00000000o0000000000000000000000000ni0000000 oni000NBRIN UODUUUOUMUooaU000UooUUUUooniUUooniUU000niUooUUODUUUUODU noU000ni UUOUou"UnUOU"UooU000niUooilUnioanUooUUUo Elmo®nnn®®Mo©on000000®��®®®©o©®In nini®®nini®®®®nini®39FlBonn n©o©©mola o©©©n©Elm©ii©©©©©oonoo©ni©ooHEN" ©oon©on©©©©©©©©©©©oa©noon©o©©on© ©no ©o©Ban a Him Ban ©onnun BEEBE n©©©©©© UUOUnioUUUUUoniUUniniUUonininioninioUUniUUniniUniUUniniunonioUUODUODU oBUUooni000U000ni000131"no 000000"no o"noun Umuumuu nininiUnininiUUnioUUUUUUUUUUonUUoniniUUnininiUoniniUUUnininio©UoanooniniUUUniUUUoU non©©oon©n©©©©©©oon©©n©o©oononnoo©on©oo©©©©©onHOME©©©©©©®©©©©©© nioonini0000nUgHUBBUooa000aUUooU00000U000ninini0000000nioU000niUU0000Uo oHERRUU0000000000nUoniooniniooUUo Dun Uooni000U0000000ni0000UU0000000Uon000000Uni000ni0000nioU000ni0000ninioU oniniooniaoU0000000UUOUninionio ©nin©on©©©oon©on©©oon©©©o©ono©o©Uo©©n©©on©o©©n©no©©o© unman no HE onion ®®®® FaFloo{v°©�©lnii0�n 000niooni000a "NEED NNE UUU0000nioonioUninioUnioUUoninioUUoniooniooniooninioninioninioUU Won no©on©on©©8 MEN mal300000niUoonininiooniU0000ni000ni00000UU000000o00 nini®®nini®Fi 000nun U0000UU©oU0000U000UUon" MEN an oBonn 0 oonini000nininininioniniU0000niUo nininnuolonoFoln ©©©nno©©©noo©©©©© 0000nioUUoonini000 UoonioUoonini000niU000UU000Uoo 00000000RU000000000000U0000U00000000 non ®©®©©©©©oo®®®®®n0000®oo©©©©©®®©� ®®®®®nininininininininininininininininininininini®nininini ©on© nun IDIO 0000nini0000ni00000U000nini000ni0000 �©©on©©©©©wnoo©U©©nn©U©©ono©© Ono ooOn" noun ®®®nini�l®®©©© nn©©o©© an"®®onnn Emu no UonioUnioonioUU00000U000U nun oniooniooUnioonioUniUUUoniU OEM 000U0000U0000UODUo n©�o ©©oan nnnn©onnnn©o©©©oon 0000ni0000niniooniooninini In nonoFnil l/aiol©©©Foi©�lnii©©'©©n ff ©oon©©©©©©©©© UUUniUUUUnini noun oon OU0000l o nog© no" 0 o SEE TABLE 4, EMIL I ............... "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED.........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE 'MAX. ANCHOR O.C. SPACIVG.......... . TABLE FOR ANCHORS INSTALLED THROUGH THE IN! EGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK. -MR-- MEETING MIL 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 e 3, SHEET2 FOR ANCHOR GROUP DESCRIPTIONS. * N0.58705 - 'Md Attxa,uEswBttn ro, ,. a�¢g 'uwo ee: ':' I 2p,aIFN-IneYbtlm .'yR� ucrnBnsm Wrtnswi�n URFbka BuiMiaA Code E.f.IIW Tb Ofi Emi2tbn D. 2U ,� sAreo � '�� "voTEc FLa� 6DRNB ANCHOR QUANTITY TABLE JROSDOWSKI `'' RoRIDn,: •'�2�;� re11}180.1�0 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SiS��INALJ ENG� wremle"rms°A}0wc gd,c swh: some uc.+�s xe. m,e A. Lrf1N L11CCC14, PE. rco �°"Bm� SH-5500 NTS BOF 13 MD-SH5500-01 B 3500" 5w 3.500. 35 ..3500- �[ 1.483- IA8Y 1483 83' A7� 1.1w L= .150 mv FLANGE FRAME FIN FRAME EQUAL LEG FRAAIE NANS"'FRAN"' 1 37Y HEADNAMS KEADIJAMB LIGHTSASH HD SASH N-ECADIJAMB HEAD/JAMS 205 1,37Y 0 �7 e) T- 9REINFORCEMENT REINFORCEMENT TF 070- 1.182- �348Y SAM., v Z A M,2",. 062; 130", V, 7 'AW 1.331- 1-- 340' 2A44' 2AW 2,444- STANDARD NO MEETING FAIL u- ff-'t @EUING FAIL ) M REINFORCWEW REINFORCEMENT 0 d I A J-CHANNIEL .625' FLANGE FIN FRAME EQUALLED 5. 1.37V (D 1.316-1 G) FRAME BILL BILL FRAME SILL T- I I T- � L 2.100' — 1.472- 1 376� 2.17IV 1.5W 974" .59D. A71' 59V P170' IIIJJJJ 050. .31- —" KJI•- - -- �� 1051, 1231- 1.0m. T , I I . I, . , 7 SASHSTOPI Ob: l-l":RAIL 13EVELED BEVELED SCREVV COVER 14 MEETING FAIL 16 SASH RAIL ,,,R IWERLOCK INTERLOCKCGVER IWERLOCK IN'FERLOCK COVER PkGDUGi REVISED Ooiltive Cafe Rw.: e4*h.mr owe 28 .316' 300' SY af� 864' .vs..711 NO.68705 754- RnT. .ow 025- J3 17- 10: Nw4puw: Porn By — LAMI IG EXTRUDED FOULED I.Ij , 10T)TECKNOLOGYDRIVE WINDOW EXTRUSIONSJ ROSOWSKI fl1'E F "4V,�' N.VSNICE.FI.3W5 - a BEADING 0- SCREEN FRAME SCREEN FRAME 6..,6 \,#, I Pik. C2 - ,, , 101v NL St'�' SINGLE HUNG WINDOW INSTALLATION LM 05115115 1,111,10, $F/ -71 � OM"'RE4500-01 '16 I �- M` r 15GTS OF 13 A-LYNNMII ' ' --C�T.'� -�500 C, A� Sg S FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) YCHANNEL FRAME SHOWN. PARTS #1& 5. OMER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILS ON SHEETS & r. d) USE EITHER V.SH TOP LOCKS OR SASH BOTTOM LOCKS. OPT. SWEEP LOCK t :•.:.. 48 -qg OPT.AUTOLOCK OPT. PULL RAIL INTERLOCK & COVER P � FRAME.WELOs � 4 BEVELED Y1 INTERLOCK jlll o &COVER>.4 a... - . OPT. PULL HANDLE WITH ATCH \\q� OPT. LL SASH ASSEMBLY DETAILS V\CENyE • � ��; ;�(�� No. 587051070T.p 9 iT / (f/� pO •'. $T N. VEN CHNDLOGV DRNE N. VENNX, FL 94215 T. pF �'.S�ONAL ENG`� �neaw� IIIIIII\\ \ �co NLPCNRRE4A�F➢ DETAILS FRAME WELDS )ED ASSEMBLY J ROSOWSKI OPM, HUNG WINDOW INSTALLATION - LM 05/15/15 SNTS 13 '7doNrp No. Rer: i500 OF 13-MD-SH5500-01 I B SCANNED BY St. Lucie County IMIAMI-MDADE DEPARTMENT OF REGULATORYJAND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 3 L5-2599 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 (AIM This NOA shall not be validiafter 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 mat, eiiai tested for quality assurance purposes. ;If this product or material failsto perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, of suspend the use of such product or material within their jurisdiction. RER reserves the right to revok'e'thie 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 "Sil'-JR0" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT;; Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthon - er, . eanng e unty Product Control Revision stamp with the Not Acceptance number and expiration date by the Miam' County Product Control Sectio i ?- MISSILE WIACT RATING: Large and Small Missile Impact Resistant LABELING Each unt aoel with the r s name or logo, city, state, -Dade County Product Control Approved", unless otherwise model/series, and following' "statement: "Miami noted herein. RENEWAL of this NOA shah --,be considered after a renewal application has been filed and there has been no change in the applicable;bnil&g code negatively affecting the performance of this product. r:' S` 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 marinfacture 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 6f*is,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 'd'atelmay be displayed in advertising literature. If any portion of the NOA is displayed-, then it shall be dond 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 availoie for inspection at the job site at the request of the Building Official. This NOA revises NOA# 164714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned'ab'pve. The submitted documentatiot�iw4s reviewed by Manuel Perez, P=.NOA l 's1 630.05rnarn-oaoe eounn 0, 2020r}, M ( 2D/1 ! age l i i:: PGT Industries, A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. 'MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through l3 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B: TESTS 1. Test reports on: tl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic,.Wind Pressure Loading per. FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system; Durasee-spacer system, Super Spacer® NXTT"I spacer system and XL EdgeT`r spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test',Reports No. FTL-8717, FTL-8968 and FTL-8976, dated 11/16/15, 06/07/16 andW02/16 respectively, all signed and sealed by idahnis Ortega, P.E. (Submitted,un4r previous NOA No. 16-0714.0311 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94, 3) Water Resistance Test, per FBC, TAS 202-94 :.:4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 '6) Cyclic Wind Pressure Loading per;FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung windoivprepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964;'dated 11115/14, signed and sealed by Idalmis Ortega, P.E. c (Submitted ikderNOANo. 15-0519.05) 3. Test reportson:,1) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,-TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC singI'e hung window;.prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed -and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS::: 1. Anchor. verification calculations and structural analysis, complying with FBC 5th Edition (2014); dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15- 9.05 _ 1 Manuel erez P.E. Product ControWa finer NOA No.17-0630.05 1 % Expiration Date: July 30, 2020 Approval Date: November 30, 2017 PGT Industries, Inc. NOTICE'OF;ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CgNMNUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade -Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coh-rm-uED) 1. Notice of Accept<wce No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on U/08/19. a 2. 'Notice of Acceptance No::1'4-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/1 S. Pc 4. Notice of ceiitance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for then `Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Eiddsions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their. " P"erformance Core Rigid PVC Exterior Extrusions for Windows and Doors" &t'- 09115116, expiring on 04/16/20. " T z. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition'($Ot7), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony L)t Miller, P.E. 2. Statement 'lel&6r'ofno financial interest, dated June 22, 2017, issued by manufacturer, signed and'Sealeii by Anthony Lynn Miller, P.E. 3. Proposal issued : ' .By Product Control, dated 6/26/14 and revised on 8/19/14, signed by > Jaime Gascoli';: F.-E. Supervisor, Product Control Section. (Submitted under NOA No. 15-0519.05) 4. Proposal No.10:0125 issued by the Product Control Section, dated March 09, 2016, signed by Isliaghanda, P.E. (Submitted under previcus NOA No.16-0714.03)' G. OTFIERS 1. Notice of Aecelitance No. 16-0714.03, issued to PGT Industries, Inc. for their Series "5500" PVdSingle Hung Window - L.M.I. approved on 08JI8/16 and firing on 0? y-.'!; 1; Product ConrolE miner Expiration Date: July 30, 2020 Approval Date: November 30, 2017 .: E-2 c NN ANCHORAGE { / L t EXAMPLE FOR 341/& MAX. O.C. ,. '1'E" RADIUS -TOP I MAX. FROM HEADER (SIM.�FRAME OR ALL SEAM / WINDOW TYPES) B. SEE _ _ � 30+MAX.O.C. - T SHEET3 A, SEE ,'" 12' MAX. EO ANCHORSPER II 5SL11 TABLE5411 G / I! — X 1 I1 / [DUALLY1I SPADED} ANCHOH9 PER TABLES311 I CO. &4' - T MAX 10"MAX OC BUCK RETORT h j14314 MA%OC,� _• ' MAX. 54" MAX. BUCK WIDTH —1 �NOTCI SHEE ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION RAL NOTES: SERIES 5500 IMPACT RESISTANI PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WI RERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE OF MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE M ,TO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN NOOD BUCKS LESS THAN M W THICK ARE TO BE CONSIDf TED AS 2X ARE 1-1Q" THICK OR GREATER. IX AND 2X BUC JSTALL ITION IS THE RESPONSIBILITY OF THE ENGINEER, ( 4OR EMBEDMENT TO BASE MATERU . SHALL BE BEYOND V THE 1.6 LOAD TO MEET 5i MPX BUCKWIDTH \ 30+ 12- M \M. _� FIXED VISIBLEI LIGHT WIDTH _L FIXED %VISIBLE —r LIGHT PdIB'MPX. O.C. HEIGHT _L I n 1P MA%.QC. LIGHT "� 1 HEIGHT A 1 B, SEE SHEET A. SEE' SHEET31 y. EQUALLY a . SPAGEO AICHORSPER TABLES &1111 VARIES PER REINFORCEMENT- LgRGE&SMALL MISSILE - HEADE0. )SIM.FORALL LEVEL SEE SHEETS 6] IMPAGT RESISTANT WINDOW TYPES) 52-1 & MAX. BUCK WSO➢I 10' MAX. FROM III BEE SHEEfS r 1-114' FRAME SEAM D, SEE— r 8&9 ri SHEET47� 111 30'MAX. O.C. �12"MAX Q. $EE —'I SHEET4+ 2� ;7/7� &2. OBUCKMAX. !HEIGHT 10' MAX O C BUCK '-AS HOWN HEIGHT XMMAX) rl •k' .. SEE SHEETS B&B /%...i VISIBLE �_NOTCN DETAILS, I` 54•MAX.BUCKWIDTH 'WIDTH _-�I SHEET ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME CONFIGURATION ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION VPTO ANCHORED THROUGH THE NAIL -FIN i6" HEIGHT SEETABLE5F11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) JGLE HUNG WINDOW HE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ} GENERAL NOTES_..........._..,........_.....................1 REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30- IN THE HI THE OUTBOARD LITE (CAP) MUST TEMPERED. ELEVATIONS......_........_.................... ...... .........:..1 IAMLDADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME, GLASS & ANCHOR OPTIONS ........ .._.....2 PER ANCHORTYPE. INSTALLATION, FLANGE & EQUAL LEGIEOX..... 3 IX INSTALLATIONS.IX WOOD BUCKS AREOPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. W000 BUCKS INSTALLATION, INTEGRAL FIN &J-0HANNEL_.4 MEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER WADS TO THE STRUCTURE. WOOD BUCK DESIGN GIAZING DETAILS.................... .......... .................5 0ESSING OR STUREOT OF CCO. USEIANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS ANCIGN HOR QUAITITIE............_.........................._ 8-] ANCHOR ES ..........................._.............. &-10 30F INSTALLATION SHALL BE DONE BY OMERSAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES_................ .................... 11 3NOTFLUSHTOTHESUBSTRATEUSESHIMSCAPABLEOFTRANSFERRINGAPPLIEDLOADS. ASSEMBLY & PARTS LIST ................................... 12.13 \ - - - CODES I STANDARDS USED: - i ASTME1300. TESTING AND GLASS PER ASTME1300?' - "" • 2017 FLORIDA BUILDING CODE(FBC). 6TH EDITION - •2014 MORIDA BUILDING CODE (FBC), 5M EDITION )S CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE. THE 33-V3% STRESSINCREASE HAS NOT BEEN .ASTM E130409 FOR THE EVALUATION OF ANCHORS INTO MOD.ANCHOR$ THAT COME INTO CONTACT WITH OTHER .ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION PRODUCT REVISED ODE FOR CORROSION RESISTANCE. .ALUMINUM DESIGN MANUAL, ADM-2015 plR'NOS FhriR4 URRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100.12 LTD WNRE&BRONZE Nul D.Q LEX NOA ELCO AGGRE-GATOR NOA; ENERGI WINDOW AND DOOR PROFILES, .IGHTER •gISC 36410 A�PPHV NWi%• OR WOOD CONSTRUCTION, ANSVAF&PA NOS B ALUMINUM ALOv / RevWon' 11)APUCABLEEORESSREQUIREMEWSTOBEREVIEWEDBYBUILUINOQWICUL. USER INSTRUCTIONS: SaQNY LYNV I,, �' UQ�FF''•�C F ' UPDATED TO FBC 2017. DY 11ipi" adePivdo°° �' 06/06/17 PRESSUTABLES FROMESIGN 1) DETERMINE THE SITE SPECIFIC, BLE NCHORG NING'SGROUP 2ORE CORDING O HEINST INSTALLATION 2)pETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLE520R3AGCORDINGTO THE INSTALLATION CONDITIONS. 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 48. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR ME WINDOW W. �]� 2*? ] - * (ram � ® pevcHFtlon; GENERAL NOTES &ELEVATION 7-R By. J ROSOWSKI DRIVE OPENING OBTAINED IN STEP I. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES &l1. VERIFY THE ANCHORGUBSTRATE WILL MEET REQUIREMENTS FOR TABLES20R 3,AND THATALL MIN. REQUIREMENTS FROM THIS SHEET -SET ME MET. �p ;(L/C �O'. S TE (01 �� 5"�,!YORIpP-. \�` ' 10]01ELHNOLOOY N. VENICE, FL U215 (411}40616W Rya; WINDOW INSTALLATION -LM Da 05/15/15 YOUR OPENINI CONDITION FROM 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. jTS/ /]I/ONAL1 E{\\\ WPYNgRe91i SINGLE HUNG an: NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CCHANNEL, FLANGE, p_ LYNN LM1iLER P.E.&AID wTAL_Lm9sRKamc seRm/ue&.y SH-550D xor�:.- TUTS Si 10F 13 me.Im Nu. MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGIBO%). ED CSB]05 CERT.OFAUTH.#XN2IX - INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2XWOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN BUCK HEIGHT e .._ FIXGD� • ;1- MlIBLE LIGHT HEIGHT SASH EXTERIOR VISIBLI LIGHT NEIGH EDGE DISTANCE EMBEDMENT - • INSTALLATION OPTION 2 ' "` - r" _ "ANSTALLATION OPTION .. - �- - ANCHOREDTHROUGHFRAWE - ANCHORED THROUGH FRAME AND IX ` DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETECMU. . SEE NOTE 2, THIS SHEET. EMBEDMENT —.-{ --�{ 114°MAX SHIM 16 114"MAXSHIM +I -- 7 18 SASH VISIBLE 17 LIGHTWIDTH��,-, ' EDGE EMBEDMENT - 1 DIEST T • 4 L 1_1/4'MAX TYP. ANCHOR TYPE, SHIM C° 4, EMBEDMEN TYP. ANCHOR TYPE. EDGE EDGE Q EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE Q SEE TABLE 2. SHEET 2 SEE TABLE 2SHEET2 + 1 Jh RPT 9ASHTOP..,y ✓_ �IFLANGE '2 LIFT RAIL , �' FRAME t• T FORALLWINDOWS' NOTES: SHOWN 1 ANCHOR @ 3.55 1) USE ONLY FROM END AT SUBSTRATE -APPROPRIATE 2 22 CENTER .ON FOROOWS ANCHORSLISTEDEMBEDMENT OVER35"WIDE: SHEET OA, AODADDITIONAL DISTANLUWEMBEAMENTANO S EDGE DISTANCELIMITS.I Mi SCREWS �163/8' SHOWN IO SHOWN MAY 46 47 35 FROM END, ON AN SIDE BE USED ANY SIDE OF THE FOR WINDOWS WITH WINDOW. WINDOW, 114^MAX, _ 16 BOTTOMLOCKS:ADD 2)MASONRYANCHORSMAYBE SHIM SmEws ADDITIONAL Q&LB° USED INTO WOOD AS PER TABLE 2. FROM EN. FROM ENO SHEET 2. ALL WOOD BUCKS LESS THAN 1-1R' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO 10 SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-IXTHICK 1�^1 USE EITHER OR GREATER. IXAND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED � 65 64 BOTTOM LOCK, TO PROPERLY TRANSFER LOADSTO FLANGE TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LOCATION. 6-518' '. DESIGN AND INSTALLATION IS THE ,-- SHOWN FROM SASH END: RESPONSIBILITY,OFTHE ENGINEER - .ORARCHITECT OFRECORD. @ LE WIDTH INSI DAYLIGHT (ALSO REFERRED TOAD DAYLIGHT (ALSOONG) —0 G 67 IS MEASURED OPENING) IS MEASURED FROM ANCHC 114'MAX SHIM BEADINGTOBEADING. EQRAUAL-lEG- L� �p FME SHOWNWN o .2T'X 1.1 NO ANCHORS HOLE vICOVTlta 38 •. REQUIRED IN FLANGE OR VISIBLE LIGHT FORMULAS 2.BT"FROM EACM END. EQUAL -LEG FRAME SILLS WIDTH @SASH: BUCKWIDTH-GU2' ® FIXED UTE: BUCK WIDTH -4-18° HEIGHT(EQUAL-LRE) VERTICAL SECTION B-B BUCK HEIGHT2-3.15116- * : ^ No.58705 A. BALANCE YPEVARIEE WITH SASH WEIGHT EXTERIOR 87 FI%ED NSISLE .1 1 C ..LIGHT %4DT1 BUCK WIDM = HORIZONTAL SECTION A -A #10 OR 012 STEEL - SELF -DRILLING - SMS(G5),SEE TABLE 2. . SHEET 2. ORSTEELSTUD: 114' MAX. SHIM JEOU�L EXTERIOR n INSTALLATION V OPTION 4 ANCHORED THROUGH FRAME INTO METAL IT. 1070TECHNOLOGYDRME N. VENICE. FL U275 (941}450.1600 osrwarwomrr PQf@OIIB,WWEB,&C. .uLwawBBesFRim N1$�T(- TYP. ANCHOR \V r TYPE, EMBEDMENT EDGE SUSSTRP DISTANCE SEETABL SHEET2 9 I IJ".yl .. �✓1 a! Y LANGE $ EQUAL-LEG/BOX FRAMES J ROSOWSKI Vs D ^' INGLE HUNG WINDOW INSTALLATION - LM 05/15/15 eres/14eae s�ro: sneer. wvNq No. Rer. SH-5500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRAL Fes- EMBEDMENt FIN IM02%WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME Rk SHOWN BUCK HEIGHT WEEP NOTCHESAT EACH ENO. INTEGRALFIN FRAME SHOWN -&J-CHANNEL�FRAMES I'r"?I 17INSrAf`ATION OPTION 6'„ (_.. ..,,INSTALLATION OTION5 - - `"�PNOHORED THROUGH FRAME INT02X ANCHORED THROUGH INTEGRAL FIN EMBEDMEM WOOD FRAME OR BUCKSTRIP. SEE INT02X WOOD FRAME OR If EDGE DISTANCE NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2. THIS SHEET. 1 rI 114-MAX SHIM 1l4'MAX SHIM II EDGE DISTANCE I, VI I 16 'II II TYP. ANCHOR TYPE, EMBEDMENT AND EDGE I I VI I I-1�� 1R SASH VISIBLE LIGHT WIDTH DISTANCEPERSUBSTRATE. 51, SEE TABLE 2.. SHEET 2. (SCREWSHOWN) BALANCE TYPEVARIES 1/PMAXSHIM 42 WITH SASH EDGE TYP. ANCHOR TYPE. DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, J_ 1 l_1 ^ WEIGHT 54 SEE TABLE 3 SHEET 2. I 18 (NAIL SHOWN) "I �� EXTERIOR 87 1 I v 19 �JUFY....• 20 f"fIII. POT SASHTOP• CAI_ JCHANNEL FIXED Vi3ELI �1 LIGHTJIOTH \ /�, ,.I ..' RAME NOTES. SHOWN Z FORALLWINDOWS. -- BUCK WIDTH 1 ANCHOR ® 3.55' 49 40 27 FROMENDAMAT 1)USEONLY HORIZONTAL SECTIONC-C 22 CENTR.SUBSTRATE-APPROPRIATE FORWINDOWS ANCHORS LISTED ON TABLES 263 OVER 36'WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/a-MAXDADE APPROVED MULLION, FBC COMPLI ADDADDITIONAL AND EDGE DISTANCE LIMITS. My SHIM MAY BE VERTICAL OR HORIZONTAL. SEE SCREWS @16-m- INSTALLATION OPTION SHOWN MAY 45 46 47 35 FROM END. BE USED ON ANY SIDE OFTHE FOR WINDOWS WITH BOTTOM LOOKS: WINDOW. #10 OR#12 STEEL 10 O AODAMMONAL 2) MASONRY ANCHORS MAY BE SELF -DRILLING SCREWS @B-31B' USED INTO WOOD AS PER TABLE 2. SMS(G51, SEE _ FROM END. SHEET 2. ALL WOW BUCKS LESS El TABLES S 3, THAN I-IW THICK ARE TO BE SHEET 2. GASH CONSIDERED TX INSTALLATIONS. EXTERIOR VISIBLE I X WOOD BUCKS ARE OPFIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLYTO HEIGHT ORBOTSHOWN) SUBSTRATE. WOOD BUCKS ❑� DEPICTED AS 2X ARE 1-1? THICK T. t6 LOWK (SHEET 3). (WTOM OR GREATER HAND LBE BUCKS DEIGN 65 '3 TESTED UNIT` TWHENUSED) RLY TALL BEDESIGNEDLOADS g1 31 3p 63 TO PROPETHE STRUCTURE. TRANSFER WO DBUC LOCATION: (45I0" TO THE AND INSURE.WOODBUCK FROM SASH END. DESIGN ANILITYALTHENIS 'ITIEGINEE - BD - OR ARCHITECT RC ITECT OF RECORD. ENGINEER INTEGRAL FIN _ L- \ REQUIRED ORB ORPRCHITECYOF RECORD FRAME SHOWN o REQUIRED IN FRAME SILLSIFANCHORING (ALSOBL LIGHTREFERRED TOTR DAYLIGHT INSTALLATION THROUGH FRAME. OPENING) IS MEASURED TOAD DAYLIGHT OPTION OPENING) MEACUREO FROM ANCHORED THROUGH 1/4'MAX BEADING TO BEADING. rSwM N1111III/n _INTEGRAL FINING METAL TYP. ANCHOR TYPE. IEDMENTANDEDGE SEE TABLE 3, HEE 12, — EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN IWO 2X WOOD FRAME OR BUCK - STRIP, SEE NOTE 2, THIS SHEET. VISIBLE LIGHT FORMULAS = * : ND. 587D5 •: u WIDTH @SASH: BUCK WIDTH -6-10 @} FIXED LITE: BUCK WIDTH-4Xll' —_ 9 1 O ' �AO�'.. STATEp I •(0�� N.7VENICE, FL3427TECHNOLOGYfi HEIGHT MCI'i KOS '• �ORIDP•.� V� YY (gq)480.1800 6' BUCK HEIGXT2-3-1511: 37 NAL EN"I, O coargwrtoml Irl fln nUl wrmousmff9.o A. LYNN MILLER, RE ruwolmlamn �^ Illllli' EMBEDMENT d 1 TYP. PNGHOR TTPE,. , ' .'INTEGRAL EMBEDMENT ANO EDGE.. _i ' : FIN' DISTANCE PER SUBSTMTE. FRAME SEE TABLE3 SHEET2: . SHOWN (NAILSHOWN) . . ALUMINUMISTEELFRAMWG 1/4'MAX. SHIM EXTERIOR INSTALLATION V OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINTIANGE REMOVED) SR NEL & INTEGRAL FIN FRAMES I J ROSOWSKI Dote: HUNG WINDOW INSTALLATION - LM 05/15/15 $COH: 51ieeE pvnn2 Ne. Rer: i500 NTS 4OF13 MD-SH5500-01 B 5/16" A/A EVE — 7/16" AIR SPACE— ' 1/8" A GLASS — aEXTERIOR GLASS TYPE 5 Tie^NOM:' , 5/16" H!H SG 7116" AIR SPACE 1/8" T_ GLASS EXTERIOR 7&fl GLASS TYPE 10 NONt �— S11 G" A/A PVE — 7116" AIR SPACE — 1/8" T GLASS — G] EXTERIOR .++7IB'.NOM..711 NOM. 7I0' NOM..." ::•:. 5116"A/A PVB 5116'A/A EVE 5/16"H/HSG -- 3/8"AIRSPACE— 3/8"AIRSPACE 7/16"AIRSPACE 3116" A GLASS 3116" T GLASS 1/8" A GLASS EXTERIOR I. aEXTERIOR L aEXTERIOR GLASS TYPE 6 GLASS TYPE 7 .. r �c-sYro1 mom.:... r-. 7I87NOM. - 5/16" H/H SG 5/16" H/H SG M W A/A SG 31W AIR SPACE 3/8" AIR SPACE 5116" AIR SPACE 3/16" A_ GLASS 3/16" T GLASS 1/8" A GLASS XT <]EERIOR aEXTERIOR <] TE ERIO GLASS TYPE11 GLASS TYPE 12 ]/8'NOM. �+-- GLASS TYPE 8 GLASS TYPE 9 718 NI M+:=; -7/16" A/A SG 5/16" AIR SPACE 1/8' T_ GLASS R a EXTERIOR GLASS TYPE 13 +� WNW GLASS TYPE 14 7/16" A/A SG 7/16" A/A SG 1Q•NOMGLA59 GLASS ttPES eTHROUGH 1/4"AIRSPACE 11C AIR SPACE 7&79 SITE PIP. ' 16 MAY BE USED 3/i6" A GLASS 3/16' T GLASS _ WITH JCHPNNEL OR ""- •' yZ 74 01NTEGRAL lli0 FRM1E5 Y-G(E%TEflI R �F%TERIOR 31 'GLASS TYPES 5,7, 9.11.13 7679 7610 A 15 MAY NOT BE USED IN THEHVHZABOVE3p'. PRODUCT' REVISED EXTERIOR 75 - wmPlyingwiNrN: FlaMla GLASS TYPE 15 GLASS TYPE 16 emMme cxs a 11r IIINr a.=aocarw: em%� 3D. 38 30 ] Reddan: �. Pimmon Uare / OOL7 1`Q� JCENSF'•. C( /' i M xle&a6vzt o N.. 58705 •' , . GLAZING NOTES: - : /' pmrn BY: •A• = ANNEALED - -11 :, (� Oeacrlpften TYR GLAZING DETAIL HEAT STRENGTHENED =A'.. 72 I : Q � 1omTECHNOLD ymD GLAZING DETAILS J ROSOWSKI T=TEMPERED ® ?O�•. ST TE OF (V�j N.VENICF,FLM75 RVB"=.p90'tRO51FOL PVH BY KURARAYAMEflICA, INC. % (6 '.^(ORIDA,.�' 2 1 M. pate •SO'=.090'SENFRYGLAS�BY KURARAY AMERIG4INC. ' S CJ4 )-080.16p0 oVAL.. SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 FOR LAMINATED GLAZNG COMPONENTS, BEE L18LE 1, SHEET 2. rrlllllllll\ N1M4lRBPFBFJNE4 $xaba/Notld: Scab: SbrE preNnq Ne. Rav: A.LYNNMILLER PE. SH-5500 NTS 5 OF 13 MD-SH5500-01 R P.E 4507C5 . T. OFAVTH. r71 w @e�1YFve Ossgn Pressure, roegeL' e.A]se M-500 WU MI RI Fwtll Mndmevaen one, II ANCHOR AND FOR ANCHOR GROUP AND QUANTITY. HEADER ffll nn JAMB F V I -^,. SECTION DETAIL FOR WINDOWS WITH a G. L RI ,+LEVEREINFORCEMENT & GLASS TYPES5 6 7 & 8'' (REINFORCEMENTS SHOWNIN FIGURES ABOVE APPLY TO ALL FRAME TYPES B CONFIGURATIONS) ?m.. - 5 Rvint u+i '-Ettuna omeAj+lmlvo R'P®° IbN161rvn 6vsIWei W 60 DBPO Pm �n;iWn'+.,. Y b9a eu2. SUSS as Fmmuue nee o .as.o aoa 61mMC1'ell4 1+.61].190N •050 .m0 .a5.0 .m0 a Emulm 1i Y]-Iola •M 0 •65.0 m0 Slarv'NI#Mwi b9n.IL5@ M4 0 •&A rao TYbN a811.m3m K9.0 -1n0 •e5A A. SRtlmeWWu R059.9515 MS0 ]i,al6 ePsee ......Raw • •WO .,.e 6Wtlae Potlw IA611. P510 •BS0 .m0 •65.0 .10e II]n. Y510 •05.0 - 0 •fl9.0 .m0 iYbtl 2).595. TA11 •W.0 - 0 H5.0 .m.0 BUWma¢e R511.213@ •65.0 .RO •65.0 .m.0 bl NVOG14 R511.9518 •85.0 .. n HSA -m.o ENNM a.511.9519 •00 .10 •@A .RO 6NMm6 Pmgx 115fi R610 •flR0 m0 •RO R Ogmna usn n5m .ass mo •aA e Teo n sm •ass .mo TCn I > sv SSAt sell Woo ma •@6 R.0 slramE asn WS m0 MS.o .rao ee EyNb .BINae RVM• b151 m 95I2.a51s •85➢ AO ]40 •@.0 H o . -mA 1.1).610 • 0 •M.0 i0.0 It Mn q filvlrly -v 1L]]]-12es •840 .RO •0s.0 ]me TYb]1 amfi.nax .es.6 aoa •mo ao.a sl.Yvardlvp asn •aao me �e I.. p sy,ulb msm Rsn.mam wco aa6 .a.o �� pelan6¢e R511.m51a M5.0 - •90 .m.0 E N Pgha bn3k. 1]]Il-ID510 1s MSO •BSO -Ro •RO •85A .RO .)0.0 Ombna4v V-115 611-fa 61e IRell •040 -m0 •flS0 .m0 IT]n.1251e rasa .. •65.0 .100 Tenn, .+1aQ rare •@.e .]00 sLYma roue. xsn.ame •u0 -me .as.6 �mB Emwiu asn.mam .eaB -mo .Aso aaa bmrWtlPminv nw Woo .o .rao @ bn6hv w.l. m.511-ex's �Ra WsA ]0.0 Z. debm8he t151]. n51e •810 .m0 •W.0 OS1 ombms¢. D.@].Iu1e Wa6 .ma .reB m.a 1ao1e Ws6 .RO .e].e eas TYOY Ysn.eDY •e5.o .100 •81.o a0.o ommmsae asn.a5m .es.o -mo •es.o -roe E="* R.sn.m6le MS.o .Ro .tao .>0➢ ]s o.mmsY. 6mh'[vlBmlmt. Rsn.9S19 •aSo. -.m0 •%A -4m4n9mo m_51 a WS .. RO •WA ]3 a510 a e eM1 •d.0 �9 Iles MS ne KSA ]00 I- pe0mNa.. SS.751] and a 473 6lmtlTamebv>l.ww/ a-el-e •s. ne see RNR 41,. •BSA m0 S OLS 1 Gs j�7WPn .. Design Pressure; room' epee Hi501RD0 PoIne1 1 % FpvO WNnvW ves05tM SEE I MUt 1 J. JXtt I S YVtt ANCHOR GROUP AND QUANTITY. U HEADER I 23 - e •-,O 1; MEE riNO RAIL /• 2] u \ �b 23 Q O JAMB , SASH �I HEIGHT ^•� SILL SECTION DETAIL FOR WINDOWS WITH I ) -LEVEL R2 REINFORCEMENT & GLASS TYPES 3 6 1 & 8 _ - '(REINFORCEMENTS SHOWN IN FIGURES ABOVE ' APPLY TO ALL FRAME TYPES & CONFIGURATIONS) :R"DUC REVISE➢ mmplyu,8 with H. F'K, ONtdivg G]d< -T S FOR ANCH r-WIND Wh pQUPAND QUAMT•. ILTM7 50 Acuplq maTbl.136 E pi+r" 6.sc /2lv{+lwU� `�2'C:: "VOENSp'•. �C '. NFumi ale Prod t No 6gT05 NOTES' DESIGN %p0 •'•. ST M0 •� N.VENICHNDLDGVDRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1) USE THESE TABLES FOR ALL WNDOWS INSTALLED THROUGH THE FRAME OR INTEGRALFIN. R Q/� N.VENICE FL312/g F RO\2VA OOBm: 2)FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. ��oSS/ ..... So! (Ml0.1600 SINGLE HUNG WINDOW INSTALLATION -LM 05/15N5 AL 3)FORSRES NOTSHOWN, ROUND UPTOTHE NEKTAVMLABLE WIDTH OR HEIGHTDIMENSION SHOWN q�N11100 y ALLmo111aRFrssi SeMsASM SNNI ' (Ammllq IAI. Rx ON THE TABLE. A. LYNN MILLER P.E. SH-550O NTS 6OF 13 MD-SH5500-01 B -' ... P EN SB705 CERT.OFMRH.R2S2AB _ . TABLE 1 TABLE B: 1> ry0a. ILL el ] Y38 9aN D NO 9 R P® N Bli 8 f X _ 95 Otl Ib^ led 1 ]d D BP 0 Ip rTa Ip _ •, ' .... �1�� Ola ]YM 0.fi 841 WI LLa 1 0 6 een Gulp diYMi pM01 V!qm !b]M1BM1rm El1a @W .. -r XIMa PbPd) .. ...� D 1P P Na]M1 - kl 1p OM B 00 -0 11 0 ]R 0 100 W 0 82 RS N 1a R ... d0 ... .mn 11 «n .Rs A n 11 a0 .inn Sa 0 .mo 1100 .+MO 98Maed Caeaae to 51] 13dm •]dd 110.0 l00 1100 •m.0 ata0 m0 1160 •m.0 -+100 Q00 .110.0 •]00 -1100 ]0.0 -I100 II.-. 1..,0 ..RO -110A N0.0 .110.0 •100 -N40 •RO .1 30 .2FgJab P�Opw 11m-11.502 •]OA -110➢ •m0 .1 0 •7C.0 .1110 •m0 .11n0 TEbI R361]-SZm •mA -1100 •]0.0 .+1a0 •R0 .1100 • -11a0 sumaemdw Rao msle nqd .uao •md .no.o eoo -no.o mo -vo.d nAm sPrJM nsn-mar .mo aloq .md -nd.o vao .Imo •mv am0 nme sLwaPmp•Y tun-nsla ne➢ -nqo •Ra .noo .mo -+ v .m0 .nav siw.l umu.ra •m➢ .uaA .m0 .Imo .mo nd2o .mo -Imo Tant n.%].m.a1 .m0 -nqA •Rd aao .lnA .eza .mo mo OpKmel]e Rsll-T/.5II •mA .110.0 •m.0 -1100 •m0 .110➢ •RO -IfaO smrewpc. xas ] mste and I vo ]do voo la l aq .md nvo Eassw msr Ala m 1 A m. 1do 1. ++ao .m.d noo u 6rna.a Po.....: Is sM qo A na oo vao •rao noo uenbsa 1 sl nsm ma nao mo nao rao nq •rao ua0 61u+at Tn�.� ttm.LAe f� w.S.Btt mo •Tn aq +10D and noo it. ] A 30.0 102v .mq •RQ Imo � _ aOBH Ir-� ICI a0.@9 @ -la - - -%]fe .m0 A10A •]0.0 .1100 .100 .1f00 •m0 -1100 I I eR la Y.. y 0110 0.vdn9be Rst]-S.ele 00 •]a0 -1100 0. 100 •m0 -11a0 ]9 maea OUYvdPmllw CUYom9W ae mr-aaa�o rvu v - .-- '10 1] 52 6 ]0.0 110J 100q 100 V N7 BB519 10 :10 AmOA 100 tl 0 1 SY@aaP�mw. ]8A1 •10 1 A 1 Oq ]u.0 I100 0 30 •m0 It00 'af4bm6 303P A510 ssm mate mA mq 10 1100 •100 M0 -11 -000 100 ]00 O mo m0 m.0 I100 1m0 6MHA v61fi msl ]00 tla0 ]d0 d.0 ]00 Ble 444 G EryfNa ]051 al •100 110 8.0 •RO 110.0 EW1IIb %511 at W RO 1100 AO 1100 m0 11 •RO 1100 CYaem9he 35611 ]6.51e a00 110.0]1000R100 0 •RO 26 IIC pyNnSlza ]Set]-%510 m0 11 m0 1f00 •100 1f00 .m0 1100 9YMiYaEMRwYn %^e1-0 9 N RA O BIR ]YNeI •. ap8 ]01..1020 p%Hp51 •mm➢q .I1I1O0AA •]m0,00 -1I110.000 n0P0 N00 •RO 1ta0 SEE TABLE II, SHEET IO FOR ANCHOR GROUP AND OUANTTY. "MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.135 SEE TABLEII. SHEET IO FOR ANCHOR GROUPANO "MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-W.13S QUANTITY. LYN]y `` JC�;:'LICENSE' * ; NOTES: 1) USE THESE TABLES FOR ALL WINDOWSINSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS PS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NE AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ^Nq.5B7D5 1.�I '�O'. STA 0 c3(�on�oN,. ill/]0NALE ON THE TABLE. A: LYfJt✓ MIL�R, SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT C & GLASS TYPES 9'16 SILL (REINFORCEMENTS SHOWN IN FIGURES APPLY TOALLCONFIGURATIONS) /� r. ID2a 9B0 R.d a 1a0. 0.d rad id. f ( , rd.d -TO 1d.0 aia ]d0 2 . a24 "• d.o •ld IO.d •io.v Ma.e and aa] aid GLASS THROUGH -HC Ro ozx •100 ae.d •10.0 a5a d ae. •]v.d 91.e ' 16MAY NOT BE USED WITH NOT lad aid •ld.d ao.v •ea rao aao .md aoo J-CHANNEL OR INTEGRAL PRODUCT REVISED )ao a2o n0.0 mt a00 a0.1 aao ad.d •m0 ad.o •FIN FRAMES azAamplyil$atiNthe Fbnda Rlx NN.Iduag Code AttxpU0m P"Ck,,: 4,t! RIVE DESIGN PRESSURE TABLES J ROSOWSKI lLVmENT �.R3.fYlYs Da]e: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 JG P� mPrlyamearT Rtra➢ilerRE0. M0. 3ar]®�yOdy; 5[aPo: Slwt: 19D Nu Fen, \\\ RE, NL"m------ SH-5500 NTS 7 OF 13 MD-SH5500-01 B OERL OF.AURLkIDE9B BE USED. u+rna Ma A'ha�O GSpuMp! A. uwoer InbQlilFN'LUYVetlon NOUN ��0��0��8 ooF0000000000BEE0000©.000000000000 nn onnnonnonBnnnanoBn�©MnonOanOnnnnnnnnBMoaMonnnnnMBnon®©ono©©© 00000000000081111 0000�MM0000000o0000000000000000000000Hannuumn 00000000000000000000©00 non vMnnBnoBVMnnaMOBVMnoMMMvvBMBVBonnvvBMv MnnOOnMOoo©©OOnOOOMOnMOORO9OOOM©OO©OMOOMOOOOMM�nM©OBOnM®nOOO ©0000"DOng©_nnoonnoon©OMMMMn©onMnonnnon©©©©Mo©OM ©©MOOOMs.�IIA". BnMnMBBO0000MOOBnMnno©©©MB©©©BoonMO©no©On©©©Don©© ©owdnMM©nMMnMMon©n©n© ®nMa00000©n®oononF9®oo®noon©©onon000000n0000000®0000000n0000©©n00000 npn�pnr®mvn®nnnnncsnnn ��ananOMnMOBMMnMMno 000000000®o®m000000.oMMn nnMMnF9©n n MMannnnannFln000©©MiJn'nnonna MMnMMBMMBBnBBnBBnn©nM nnvnnonnnnnMnonnnnnMEN ©00000000000000oo©©©n00000000000000n000g0000000nuo00n"nnnn000000 no" Damon nun on an o0000000000000000g00000©000000�oo©00000©oo©0000RI o 0000 oBOoM00000noonMB®BoB0000©o©g BBBMnsMnoMMnBnnoBB MMnoMMnvn Onn nonnoMnnMMOMMOMMovnonoMBnMMnovoonMnonoonoMnoMFannovnce 000Munn""" unman on 0000000g00000©0000000© u0000000000©oo©o©©oo©0000©©0000000000 OMMOMnonBOHunan nnOOonOBOOOMOOOMOOOMOO©nMMOOOOOMOOMBOMOMMnOB BnoonoMnnonnMMnMMnnun onoonoonnon MMMnMMMMgMnnnMMnHunannoOMnononnOMMMnnMMMOnMMMnoononMMnoonOOBOnO OMononnonon"MnonoonoBOnOOnnMnoOMnnoonoonoonMBMnonoonMM nnRMvonMOOOnOOBMOBunnOBMOOOOOnOOaRnBnUlma MOBMMon n noon MMMonnMO©O MOOD oO O MOnnesM Mon o M Mn MnooOn Oon oM n MMo MMMnO MBnnoMnn MOOnoMOnMMonMOBOMnnMBMMRMnMM ovnonMovnMMBOBnoBMMMnonoonoMOnBMnoBMOOMOMBonvonnvnnnnnnOonMBOMn MnoOMMOOonMoononOnnMOOOnnonnMonnnnOnnOOMMnnnonnoMMOMMooOMMOMMMM 3000000©©00©000000000000000000000 nun" oo n© nun on allum"Mam"Ban Eno-- E 7a n©non©©n MMM1°o�UooHg00000BMN n®RMBnnRM�I v 0M0MaB Bonn oO 00000a°o©ono©oBORRO n©nn00n�n ©MMonMno©onl7®nEllFlnonnov©non nnm a man 190 nnn Bonn Ooon0000nooMMoononoMB0000 "BRnnonpnnBnRMRBpMnnnnum IOMOOo M 0 = m��nMMMvovvBvvvvvvvvvv©©MOMMvnvnvnMMBMMMvvMMvvv"anvvvvvvvMnMBMvvMBv ��MMnMMMMnnn ��0000vooO©Mn000voovnonnnnnnn0000no"Mnnnon000000aMMnnov000noanon" m ��vvoovMBOMMBMMMBVMnvMMVMM ��MBMnnonlF7M .... �r m � �oun aMOmuumuu" F.�BBnnnBBRnMMBMonMnnoonnRRnnMMnRnnnnonomonnnnnnnnonnBMnonnnnnnnnn c�nnoonnnnnnnnvnnnnoonnonoMMMoononoMBOO �MnoonOOMBMOOMnnonnoBOOnoO000nnMO$MOOOOMMM©onooOMMBBMOOOBOMnnOOB �MMMnOMnM �MMonMMnnnM Boom" MMonHEMnOOnonanMMnnn0000OMM000 nM Mo©©©©©©nB©Mo nn0©nnvn©©n vnnvvnnni�n ©®MEMBER®no on0000©o nn HOME noun" HOMES" non BRUN unnuall © MEMBER o "BaBMnMuoMoB©MB0© an MOBnnMnOB 0®©000© nMM Bunn ME OO 5 11 on Munn""" noun" OnMMM OMom nMOM MMn oM000Manua onMOMoMMMnMO nBMMnMMBMOM SEE TAU,. a. an Iorv,I---........,,................- "MIN. SASH HEIGHT =WINDOW BUCK HEIGHT -50.6; NOTES: 1) USE THE ABOVE 'ANCHOR OUANTFTIES REQUIRED ......... " TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 3) USE THE ABOVE -MAX. ANCHOR O.C. SPACIN3..........• TABLE FOR ANCHORS INSTALLED THROUGH THE IN;'EGRAL FIN. 3) FRAME UIMENSICI S ARE BUCK. 'MR'= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIOTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TO TABLES 2 S 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. PRODUCT REVISED ucGmplyuQ wiN Ju Fbida �la+o;c at Aamw,kaw L in bnOu L07D By MAaP,0a tioav0 * No. 58705 t O Onv 6p ;%. �J owsHpBGn: .9 INBTEDNNaamDRrre ANCHOR QUAN I I IYTABLE J ROSOWSKI �p0 S ATE D �� N. VENICE. FL M75 OMs: tle: ,FtORIoNG=�� LB"}°tl°tlM SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 iT ONAL. +` wreoumPia "nc II I ` +seHeeryoar: slaw: snese Bm.I:y Ha R.r. ;•A.Lr'rfdlACl!�d,'v.E _""''"°°a'�'°"m„e SH-5500NTS 80F13 MD-SH5500-01 B - �IIIFMI�TTN ®��8�� 0�00000; 00��000��0a�0"00000000oo00rg00ll00ggo man oaooaaaaao©aoaaaaaoaaDUODENUM" O Oaaoaaaaaaaaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaaaaaoaaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaOaaOaBaaaaaaaaaaaaDaBunn aaaaaaaaaaaaaaaaaaPon aaaaaaaaaaoaaaaaaaaaaoaaaa ©aBunn aaaaaanun aaaaaaaaoaaoaaaaaaaaaaaaaaaaaoaaoaaaaa©aaaa©aaaa nun man aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaBun nMEOUnafiiii IMMUNE DUMBEDouO©©©M®®®MaE®kola ®OUDDEOUNEONONOEDO®®UNDOUR®®®®®®®DDOUnun ®®BOND®OUD®®ODOUGM ®MOOMMOOnOOEOOI�ooOoR©©I�o�Og o®no®o®a©©©©oo© aaoaooaoaooaaaaaaaaa aaaaaaaaaaoaaoaaaaaaaaaoaaaaa OoOmannuannoman in" © DE©©©NOONE000OODOMDOOOD�DODOONEOODOOoDDOMOflOOEDO©DOODEOOM aaoaaoaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaaaaagaaaoaaaaaaaaaaaaaaaaaa oaaoaaoaaaaaaaaaaaooaa Bonn aaBUD aaaaaaaoaaaoaaaaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaaaaaaa aaEND aaaaaaaaaoaaaaaaoaoaaaoaaoaaoaaaooaoaoaa aooaooaoaaoaaaaaoaaoaaaaaooaoaaoaaoaaoaaaaaooaoaaoaaoaaoaaRaaaa, "EDGED aaaaoaaaoaaoaaaaoaaaaaaaaoaaaoaaoaaaaaaaaaaoaaaa oaaoaooaaEoaaaaaaaaaaaaoaaoa aaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaa aaoaaoaaa a noun aaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaa nun aaaaaaoaaaaaaaaaaaaaoaaoaaaaaaaaaaaaoaaaaoaaoaaaaaaaaaHamann oaooaooaaoaaoaaoaaoaaoaoaaooaaoaaoaaoaaoaooaaoaooaaoaaoaaoaaoaa maoaooaaaaoaooaaoaaoaaaoaRaaoaaaaaaaaaaaoaaooaaaaoaaaaaaaaaaaoa nun 0 all Bonn UMUNHOU on awinan OHMMMODMOOMEOMMOOEMMEN aMno OMMOEOMDOOoDDOgO�aMm non aaanon aaaoaaaaaDan oaaaaaa QED©DD©�OoDEooNOnDDoaDoMOOODoa`d'DE©DEDDDOMDDDODDo®®EDDaDaE©Dnouun aaaaaaaooaoaaoaoa000aaooaoaaooaooaaaooaaoaaaoaoaaoaaoaa oaooaooaaooaoaaoaaaaaoaoa000aaoaaoaaoaaoaaoaooaoaaaooaoaaoaaoaa 0000aoaaaooaooaooaaoa0000aonoaooaooaooaooa0000000aaooaooaoaaooa , aaaaaaaaaaaaaaaaaa 01000000�000��00��0 �® aaaoaaoaaoaa ®okoo,000000aaollaaaaaoaaoaaoaoaaooaaoaaoaaoaaoaaoaooaooaaooaooaoaaoaa �noMooaaaaaoaaoaaoaa �oaooaoo oa�oaaaaoaaaaaaaaaoaaaaaoaaoaooaaoaaoaaoaaaaaaaaoaoaaaoaaoaaoaaoaa �aaoaaaaaaaaaaaaaaaaaaaaoaaoaaaaaaaaa � � ��aaoaaoaaaaaaaaaoaaaaaaaoaaoaaaaaaaaaaaaaaaaaoaaoaaaaaaaaaaaaaaa oaaaDun ��naaaaaoaaaaaaaaoaaaaoaaao©aoaaaoaaaaaaaaaaaaaoaaoaaaaaaaaaaaaaaH _©©o©©Munn©o©©©©©oo©o©nEo©oo©©D©©©i'o©©©©©©©©©o©©DE©©©E©©oE©ooE©© k��aaoaaaaaaaaaaaaoaaoaaoaaaaoaaaoaaaaaaaaa m�aaaNunn s 0aooaoaaoaaoaaoaaoaaoaaooaooaaaaaaaaaaaaaoaaaoaaaaoaooaaaaaoaaoo �aaaaaaaaaaRaaaaaaaaaRaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa o�aaooa000aaa0000aaaaoaaaoaaoaaaoaaaaoaaaaaaaooaaoaaaaaaaaaaaaaaa �mOUaoOUMaDEOUaEOUOUE�®aEHIDDEN �aaoaaaaaaoaaaaaaaaoaaoaoaa EIIe�oaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa �aaa �aa0000aoa �aaaaaaaaaaaaaaaaaaBaaaaoaaoaklaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaa �oaooaooaaoaaoaaaaaaaaoaoaaooaaoaaoaaoaaoaaoaooaooaaallooaaoaaoaa �nN000aooaaoaaoaaoaaoaaoaooaooaaoaaoaaoaaoaaoaaoaaoaaaaaoaaoaaoaa RREDOUNDED o EOO®®E�O®NO©© flon"Onall !UNBURDENED o, an" aaaaDODGE ©DOONDDUUMMO O� .. MIN. SASH HEIGHT= WINDOW BUCK HtKPH I -a0I-- NOTES: 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED..........' TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE -MAX ANCHOR O.C. SPACING.......... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE SUCK. 'MR' = MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER TOTABLES 2 & 3. SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 'NaN`( LYNtv41 � . G � 1%OTECHNOLOGV QRI :)�,n'•, T TEO I�; `, N.VENICF FLW S (941~600 jS, ORION, S;�NAL ENG`` TPia's ee. A. 5. W A ch OF•'S,P mpb ylap f. �. 1.1 Yrteq IFN Injtl➢itlb ' zk FRODUCTREVI9PD Ddldiae Cgde Aec "INo E4Pimibn ONe� M 4 ANCHOR QUANTITY TABLE J ROSOWSKI iX� Oates SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Snfn/WEeL Swb: SIT PVHnO Nn Fs.: RH-6500 ISMS 9 OF 13 MD-SH5500-01 I B .. I..._ 3.51, i 624 r 625^ OJCHANNELFRAME .07 1 HEAD/JAMB i � T 3ZOO' 1.483' O1 FIN FRAME 3l5' `J HEAD/JAMB i -r `.. ..:..� .. - ;p. .-.... U 3500 —�r— 062' y 1.403' r-l—�1 � 1.403' .0]0'., ��r�y�J{p� 060 -1T 1��-- 5" Jq .15 U 1!1 .91�TD•" OEQUAL LEG FRAME LIGHT SASH �5 HD .150' HEAD/JAMB 489 �{ 962 O2.444... r,4� $ppd• � 3.414• o��'l01 O5 NEL 825 I� B FLANGE 1.31 II OSu FIN FRAME FRCHANSILL r5. O FRANS 75. FR"E REINFORCEMENT REINFORCEMENT _ �1 t Ol9 -„ 9483--"'� S x l .. 3i 1 1.Q36 ^~STANDARDtF 41 2444° HD MEETING RAIL REINFORCEMENT RMEETING EINFORCMENT B EQUAL LEG FRAME SILL t.fi39" 1.�15 III 13]6" IL.�, 2.100' 2.1 ]6" r 1�� 1� .065 .065' vIj'�-I 1.3]5' 55. 1331 I` B--Sr[�IIA3HL-rLssO~�eeJJr } 11 � t0�� 19 UTERAJL 0520 INTERLOCK COVER f INTERLOCKS a22 INTERLOCK COVER P 90" MEETING Bb 035 � r� SAsHSTOP/>. CIF"RNL LIFT RAIL �, LE4'ELED - BEVELED 14 tMEETMG PAIL O OCO�ER `SCREW COVER � � O � O ' PAODUCTREVISFD [umPlYingrvithlln Fluids Ov�ldin6 Cade Qg - \plllu nlllq AcuF4mro NO/'d 'LUiO .318" .300• ` �1: ` acENSF'•.!!'�� Br 175, I u.Ts4^ TI.T50^ * ? No. 58]OS i 6aJ LJ T _ .035' v1�� .025° —�"I� T 9 ' :27 B DexMllm: DI By LAMI IG • EXTRUDED ROLLED IA I l (pp� 10)OTEOHNOLDGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI O]2 BEADING BO SCREEN FRAME 81 ICREENFRAME �O'1` FAQ F �� N. VENICE. FL W76 � O � (<` •'..[OR1DP.. �'' �� Rtb: Ono SS/ Nv ` ta'1�aea16°° SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 r2ll�NAL1ti"rrr varemw,"Tw°ii c AuwoxmR6661awFP smm�/wax: smr> snnnE oaMre A. LYNN MILLER, P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 6 _. _ .. REM 68705 CERT. OFAUTH. M28296 _ _ Part# Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXr with Hat Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal M. Edge Spacer NOTES: 11 PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABELED 2) ITEMS # 8:13.15, 24, 28.29, 34, 39, 61, 62, 6&T1, 373 ARE NOT USED STRUCTURAL POLYISOBUTYLENE WITH DESICCAW EXT. GLASS, STRUCTURAL ! SILICONE, -. —114'NOM. FOAM—� WITH DESIC IEXT. GLASB KODISPACE 6 4SG TICS ALUMINUM REINFORCEMENT FOILBU Y '- 5116 NOM r DFSICOAW ROLL-F FGAM STAINLESS EXT, GLASB EXT. CIA: ASS DURASEAL@ SPACER G A ! � (};' C;' 10Ta TECHNOLOGY DRNE ��. STATE OF ; (V�� N. YENICE, FL 34275 �'OS�O ENV:` avrtnevroanr ''YINALi111p ��r� A. LVNN MILLER. P.E. .:_.. v.Ep 5B)05 ,..... CERT.OF AVfN. R4929B BUM 4.// `IW.GLASS n SUPER SPACER©N) YlsP DESICCANTFIULAFI FENE" �...,�5116°NOM. REA SILICONE SEAL 'VC// DINT. GLASS XL EDGET" SPACER !%011JCI'RYVI3F.D ��Nrre wiN 16Cfh'gs �lein9 o:ae eamH'+eo Rb I'/-0630,og E alr.»Dve 2DiU m+r,;,e one Pmducl aa.n ar OF MATERIAL (BOM) J ROSOWSKI- LE HUNG WINDOW INSTALLATION - LM 05/15/15 smro: s!ac ao.mv Ne. an: H-5500 NTS 12 OF 13 MD-SH5500-01 B i OPT. SWEEP LOCK 6b qg OPT. AUTO LOCK, - .--- 1 T 1Ipy1I��16 \\\ 2H .�\�\^{ 47 OR 58 IIIUUUIII///III l'� Q\ \51 OR 54 45 a INTERLOCK ! 22 / 62 OR`� IIIII�I1I'II�III ,IIIIII�III�IIII --T 19 COVERI P! `^ifWYlll/ COVER FRAME ASSEMBLY DETAILS EXTERIOR NOTES: Lf;l 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2),C ANNELFRAMESHOM PARTS N 165. 0THER FRAME TYPES APPLY, 3)'. REINfORLEMENTTYPES.SEE DETAILS ON SHEETS6 S T. q) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 0". BEVELED _ 31 IM qCK . I AND EXTERIOR 16 p 6COVER Ems OPT. PULLHANDLE \ IY vnrH LATCH 1 SASH ASSEMBLYFRAME IMERIOR FND EXTERIOR wELos / DETAILS '- EXTERIOR \ * : No. 58705 -}7 �.-CD�[p 1N0. CE, 9-3/5 (891H63'16H0 )ED ASSEMBLY J ROSOWSKI LUG: HUNG WINDOW INSTALLATION - LM 05/15/15 Smlx SAeet (konlq No. Far. 500 NTS L13 OF'13 1 MD-SH5500-01 B m SCANNED BY St. Lucie rntlt,.. GENERAL NOTES, UNCLIPPED Sa00r5500 MULLIONS'-•. -! '°-r •`.,,_ ,-_ I.. ^'-�. t •,•;^_ .':'a. ly., ^- USE -THIS SHEET FOR - - - UNCLIPPED MULLIONS 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN MEIN ADDITION TO ANYANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST III------OPENINfs ww]B, Mwl 127Il—y OPENING WIUM, MAX. I] 111' OPpuINGWIOTH,.127.111- I INSTALLATION METHOD. OPTIONAL IX OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO ��1-va MuuloN �I I -I.- Uulo�L1�IpTM muan�,�µto*N uuwN TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. WIDTH II 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. I CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MUI MORE THAN VIBD. THE V3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD LED DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. N 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 51 USE THE COMBINED.WIDTH OR HEIGHT. OF ONLY TWO ADJACENT ESTRA410NPRQOL'C[95 T,0- _ DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THISBHEET- FOR MULTIPLE�UNQS:.LONSIDER 01 ADJACENT UNITS AT A TIME WHEN USING:THE DESIGN- 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 7) MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACTAPPLICATIONS. IMPACT APPLICATIONS ARE LIMITED TO W INDZONES 1, 2 & 3AS DEFINED BY ASTM E1996. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 8) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE $PAN AND OPENING WIDTIVHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 9) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL Q61. 1.2Y X 125' X.100- MULLON 600STSALUA6NUM TARI F I I'll, Alan CGayeTable l? elMshNaq•e AMIWlaonn t.2E.a5,OPaNjgVVidlorHelgftWt o1l2M7M-IeI4' u'MTYM Awmom Y-.0 nM CaI1cY AnIo,Ia Rdrym rcM is .70.01W -IaL IOYM1r NouT Ire Mw amnm YlO'mex.mee�l, eMe eL 1lemWliaJhune e99endy � i IULemmallre Gr6Bumm Wce1wY SEE CAR 190-1078 FOR CERTIFICATION. NOTES FOR UNCUPPED11111'M'ULLIONSTRAME ASSEMBLY TUBE' 1) NOT TO BE USED WITH SINGLE OR DOUBLE HUNG WINDOWS, 2) NOT TO BE USED IN CROSS OR TEE CONFIGURATIONS. SEE NEXT SHEET. I LION GIN, T N I 1 I I I Li : . SEE 9FEET 3 FOR MALL ! - TOwINOOPICONNEw ION " -- SINGLE VERTICAL MULLION AWRIOW.L WINDOW RNCHOR MUUUONLENGTH, MPX. 83' OPENING HUGHT. - MAX MULLIIXi WIDTH OPENING HEIG4T, Mm. 13]IN' "ENNG WIOTN, M4X Il {N•�- ' - MULTIPLE VI=RfICAL MULLIONS MMUON LENGTH. M -- II II II 11 Jca_ 1+�'�wIDTH MULLION 11- _� -T OPENING 7 MULLION W.T. NNL aT.va SINGLE HORIZONTAL MULTIPLE HORIZONTAL MULLION MULLIONS A. -GENERAL NOTES CLIPPED 530D/5500 MULLIONS:..., 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE'SHOWN. EACH SITUATION IS UNIQUE MD SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND AR TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE. BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/T FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE IA STRESS INCREASE WAS NOT USED Muwox IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFWOOD SCREWS. LENT A) PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, WIDTH OR HEIGHT :,; ...._ .. - _- _ •-. PSE THIS SHEET,FOI "- CLIPPED MULLIONS ' ava•Muwon 'irwIDTH IIII I I I I w -OPENING MDTH- OPEN'NGWIGTN WIOTx ��'orx ��'-w'oTx 11 IIII II I IIII II I IIII II II IIII l -AND 'ANCHORAGEFFORTHE COMMON MULLION, SEE EXAMRES ON THIS SHEET. FOR MULTPLE UNIm, WNBIutH ONLY IWV,- - _. .L, ._. I sADJACENhUNITS.AT'A:THE WHEN USINGTHE,OESIGNP. RESSUREAND ANCHORAGE TABLESTHELOWEST DESIGN PRESSURE sFE•sHEe%a r0.awLL `PLVEi+'xO wlOix�-�A -,OF,MULTIFLE MULLIONSOR FEN,ESTRATIONPRODUCTS SHALLAPPLY. *_ .6}WNEPLF.BJDMGNOUR'$p,E:1NffNEMULLIDN IIBLE3:PfMAY3'ROUNO:JP TOTfInE_ISIlESROWON lETA8_R($I SINOL VEKNCAL'MULLION)A� .MQLTIP%iIVE TICAL ULL I,,,. u„•i -,- T) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST NOTES FOR CLIPPED MULLIONS—MULLIONLENmx-1 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS 12^FOR MA%iMUM SIZES, SEE TABLES IIF; ______= I - B) MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ARE APPROVED FOR IMPACTAND NON -IMPACT APPLICATIONS. IMPACTAPPLICATIONS ARE LIMITED TO WNDZONES 1.2&3A5DEFINEDBYA WE1996,MUWONSAREONLYTOSEUSEDWITHPGT-APPROVEDFENESTRATIONPRODUCTS HAVING CURRENT APPROVALS. 9) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBL'f IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDNIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS APPROVAL 10) FOR ADDITIONAL MULLIONS, OPTIONS AND CONFIGURATIONS NOT SHOWN ON THIS APPROVAL, REFER TO FLORIDA PRODUCT APPROVAL Mi. VERTILN.MULLIOV RECTANGUIM SH E EIGHT FOR LENGTH OP XEIG O'UIOVTAL xpU HNLoN` MU I 1.va•wwou f wlmX I xaBIZGNTu 1� MU1WN �MWU2GNTAL IFXCM MULLION -�i ILNcrx CROSS MULLION CONFIGURATION I—-H0flR01WLMULLIIXILFNGTH-- IT �. WING R FQt LICK 'I DY Dy WRT THRILL( 1-IID/1TH 161,1VMtJUI0N Wx wlm'MULLION --'N WIDENING YORTIWIDTHFOR __ OPENRIG WIOTN MMUON TEE MULLION CONFIGURATION 2) SEE SHEET 9 FOR INSTRUCTIONS ON USING TABLES 2A4 3) CLIPPED MULLIONS MAYBE USED FORALL WINDOW TYPES. FOR CLIP ANCHORAGE, USETHE SAME ANCHOR AS WINDOW ANCHOR, I -IN' O _j MULLIN vmH OPENING HEIGXT //y I T L SINGLE HORIZONTAL MULLION II II II jl 1.va' I I 1'ENLLICf1 -T vnmH -T OPENWC I xucxr HEIGHT T T � M MULL WIDI In MULTIPLE HORIZONTAL MULLIONS �'• No `,8705 :A ' F 15 :' STA ED A! .1, LYNN !BILLER, P.E. CROSS-SECTION MULLION EXAMPLES - - - :. - - _,. _ USE THIS SHEET FOR. _ , - .-•_-. "CLIPPED & UNCLIPPED MULLIONSe� $nIl10W FLUSH SNPLLOW FLUSX Ok ir y� � MULLFAGE GP MULL FALECM , 1ND1>T�� p S'y Me01]] 4 6x iY I' GMOX ' FLVIGEFPwME enOMy EDVAL{EGIBO%FlNME ' IMYALSO BE INSTALED GXDwµ .,NEDUAU£Wi0% Q 116TALlED/SAfVNGE L_, L� FPAI.IE ISEE FIG.1) �j F� Ffl ,sEEFIG.11 pL �� t , v1TYa (i'i 1.. ...¢'.•• r, ':'E%TERIOR J�' •: FIG. 1: 1.25" X 3.25" X .100" MULLION &' FACE CAPS =175 EDYAL1EWi0RFPA1'c snovm. wvusD DE INSTIllFDASAFIM'GE FPAeFISEEFlG.11 . % %,4 rJm, ,i^ FIG. 2: 1.25" X 3.25' X .624" MULLION & FACE CAPS F------------------------------- FIG. 4: MULLION END CAP EXAMPLE IHsrAu 1 AWrtloe THPWG11 T1E 1UI1 OFTHE WLLIDHIFI IUBE(£ME9IlNE. ..ViY1 .: FYS V�un—k NOTES FOR MULLION ENOi)APPLIES TOFN S,J-CHANNEL FRAMES.JAMES. 3)PICTURE WINDO2) REQUIRED AT W WITRH 0 ., E ERIOR E%TERIOR �j AULWINDOINTIONSND SIDE VIEW ALL WINDORI TYPES AruD MUWON ORIENTATIONS DEEP FIL$'I IMYALSD eEIIATALUD APPLICABLE WLL FACE CPP TONAADSINIENGM1 mne IMYflC-0UiRE SEECROSSSEG]IIGW541yULLF9RpN EXPAPIES.F. FIG. 3: 1.25° X 3.94" X .624" MULLION &FACE CAPS � T 1NflEw TRILmnNc wwoowTDFRvaE AnAwuEHr. � P`.ti�LYNN hiY�''�p NOTES FOR MULLION TO WINDOW ATTACHMENT: VERTICAL MULL TO ND. saTDs *.: 1) RECOMMENDED ANCHOR LENGTH =MIN. W4 STRUCTURE FflONT VIEW : 4. e _ 2) USE ANCHOR TYPE AND SPACING AS PER THE WINDOWS APPROVAL —I ]se"I-9 y/.� 1S (q; 3) PICTURE WINDOW WITH VERTICAL MULLION SHOWN, AILWINDOWT3'P,ES AND MULLION END CAP POT MUWONORIENTATIONSAPPLICABLE. uRDEv�+• '��$�� C: oN Al IF APPLICABLE. NAIL FIN ANONRFLANGE MAY BE REMOVED FROM THE WINDOWnLDOW I 'A'LYNN MILLER'. P.E. :,,USE THIS SHEET FOR � _.. CLIPPED MULLIONS a DETAILA: DETAIL B: MuDN MULLION TO 2X WOOD BUCK I"OJWON m. MULLIONATTACHED TO IX SUCKSTRIP"i TYRANCHOR OR WOOD FRAMING WOOD BUCK AND MA SONRY AND PER SUBSTRATE. (OFFSET CLIP SHOWN) (STANDARD CLIPS evoTHHHM E SEE SEE TABLES ZBsa SEE NOTE 1. W SHEET L EIiHERiHE �,l 1 ISTPNDAR PULL 1 O GBEi MULL e CLIP MAYBE 1 INSED BYJ C Tx TALLsMETxoD P =s` / EXTERIOR \H` 1W. ANCHOR �PFA SUBBTMTE. FRONT VIEW EXTERIOR e / EWE DISTANCE OR- I THE OFFSET CUP SONNY M0..110. ANCHORS RECIXAMENDDD FIXi RI FINFAMnEDOR JLHANNEUMIDDWS BIRMAYALSOBE WED GOR OTHER FAME TYPES. / R&ie .. aS ULLION SIDE VIEW EmwTIONS INSTALLATION NOTES: LssmMUFOR AU-MNLLWNS 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEAANCHOR TO ANCHOR DISTANCE, THE CORRECT OUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS AC. EITHER THE STANDARD OR OFFSET CLIP MY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD. REXHEAD OR FIATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL B. THIS SHEET. MINTTKSI •. '' FWF CONCREFEORCMU DISTANCE. SEE SEE TABLES EOGEOISTANCE RBaB ^ FOR MASONRY ANCHORS SIDE VIEW - r I\ e• L I r iNHER DIE STANDAFO ON] 4a OFFEEi AP1LL I 'CLIP M4Y BE �/ .WRALLEDBV SENT' LKNR]KSICONCRETEORCMU FRONT VIEW LUYALSOBEINSD p OIRECRVTO MASONRYONFYIAN.. X9p PER SUBS SEE TABU BEDnrw>�5I}I i ' M14VF5ICONCRETEORCN / FRONT VIEW / N•O4`l LYNN Ay(�A,�i� r 4�:No. 58T05 G. 13 . W PlC- c i "%CSSICPiA�-�C' A. LYNN MILLER, P.E. FL P.E.#58T05 j, USE THIS SHEET FOR Nx " DETAIL C: DETAIL D: DETAIL E: CLIPPED MULLIONS FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP _ MULLION TO MULLION U xC 3 (F-CLIP) - (ANGLE CLIP) INTERSECTION.�g S (U-CLIP) NOTES FOR INSTALLATION OPTION E: oYc \/ SHEETIFORINSTALLAnON ! 1) MULLIONS MAY BE INSTALLED IN p\O6PEpFICBUBSTRAIES. VARIES I TEE'OR'CROSS'CONFIGUMTIONS. W i-MULLION c 5 2) ILCUP MAY BE INSTALLED pin F HORIZONTALLV(SHOWN)OR ¢ TOP VIEW VERTICALLY. Z MULLION 0 Q MAAIE6� LL @ EXTERIOR �.f.� .6.._�.a. w� ImuuDoN Noc an vMULLIo uRlu m y �d �.O I I1� Ug m' / 1 TYi MLXOC 5 i 6TPNDMDMULL ON CL 1 1 PER6 SUBSTRATE. (/JL MOOIFIEOTOFIT FIELD I p'/J1,—SEE TABLES WB . 1 CLP6EfiTION ^ J Z coxolnoNs. i l Ems: EXTERIOR a ? TABLES �--PER6UfiSR4 BE TBLE61 INTOWttO.STEEL, SI ALUM, CUT OR MASONRY EATER. g. INTOWOCO.STEEL, ALUM, CMU OR MASONRY EWE OI6T N E R ANCHOR 1 NOTES FOR INSTALLATION OPTION D', I) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MILLION. DETAIL F: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE A TYP. ANCHOR PER SUBSTANKEIO ATE. ;�/ $EETABLE33BMB I ` V $ PON STEEL STUDS THINNERTX, FRONTVIEW ✓\ +BOA ANDCOMPLUNTwnHm _CODE,A txwao0 BACKER MU: ARACHMENT BY OTFERB. EXTERIOR USEWOODANCXORSPECS NOTES FOR INSTALLATION OPTION F 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. \+\\\Il lii llllq/. � * i * f ND. 58705 ' D G IS U�j� �'.E. S. �1,� A. LVNN MILLER, RE. - MWlbn Ca achy TWO(Iba#L) OpebNp WMM(bw15Esy5penMlg mJti➢m)grOpanNp Hal9M Ib]M40 Mlg mJtiolq) 91n EOm i0in •BON Poln iW In In IMIn IIOm 1®h im.915 a.100 wwmwly Lm1w 'rnpMvs. Wmb nenvp4> Lm}Ire rrN]larv. luifte wclwwv IMN ]reM!lilvn. Lnnol. ""haws LmA^B T."NiO. LCMre Ra urelFr lebw Tn, M, lae3re aamwm LMinO TvTa LdB^O L[afi01 IetlIM PR.IarWm Lmaw rz]num. 1 q schwas L®eN N"''Onno IVGiV Alum: Tub, MullionJ.� Y 111$g5yg5II dd s i n cgcg �d �e _ 7@ §fl as _ 3 Td i� i� i� <d s �v" iH �� _ id. a32 C� 4 �� $g �8 •5g 0� 4 va'� 4p 2& #6' J 5 ga i� t$� _ J� qq g34�' t@ ntp z� p§ 2d 6 i� P � i ffi2 6 ae {$ P 82 4ip i1 513h zpp• a, 2f3 14.0 IiB )00 ]OB ]00 181 ]AO ]5) )0.0 2[a )00 b0 )0.0 IN NO IM ]00 3M )0.0 310 RO 214 11 NO S N.0 111 )AO Bll iA0 3H RO NI )00 b9 ]0A 359 N.0 IOi 1A0 2R lAa 45 ]0.0 2R 10.0 00] ]0.0 0 i00 )lq N.0 20a 111.0 11 ]0.0 80 )OO 9L ]AO 1N1 M wa,n No ]La m.0 zR ]0.0 are No NO ]O.a b) ]Oa 382 NO 42 NO M MO YA NO YA "0 816 Tao ]II m.0 MI m.0 311 Na Bn' NA 311 .In ]AO ]2H lO0 IY ]0.0 ]M )¢0 i81 ]AO YSB 10.0 ]11 ]0.0 45 ]00 J31 100 591 >0.0 Lf N.0 BSB NO 153 NA ]M N.0 }L FB2 0P9 N.0 KI 5i.9 BW ]AO 351 .:8]In NO 855 NO 209 10.0 IY ]0D aiB iP0-�E10 AO M2 NO b] ]AO 309 N.0 ".659. RO ¢410�. !900 i1B N.o .1)3 59.] ib NA b0 512. I NA 4V LAB 1b >Oo IN N.O YO 10.0 19 NII �]W )00 6$ NO F39> )OO81 j: ]Ab LIB 84/ :8]] 'iA0 YS Bfj ]] NO IO2' `S 0 `BI] NO 'm1' M.2 BP NO Hi 90]" BT i00 �B] 'yPo 10 NO d4O1„JAO $$ .}0,0: �4B} NA iTi •N.0 001 N➢ 1.�13 013 [01] I0.0 YI 600 '. 81] I0.0 '4iB :5)8 tl 80] 189"Hd' .0fi UA 4Po .4 B.. q1 19i'-:98fl. 81)1 Wi -1@ }Tq pppp dRin 900 )IA'. iO.O A2 OB.1.310 NO :HQ 5a.2 Blfl 652 1yY .SIB ISIp 'SBB Y25 b,l 310'YM� IJ1B JIM 51p W] p4z'NS 514. bA WB RO.O .,BIB b0 103 )5,0 S1Bl b0 4Y ]Bn NO 1Q NO Sb 5a] 1® Rd M, W] IM 418 ]Po YI 1a3 IBA BU N.2 bi IS] ]A a1.1 Ib 41. ]H A4 MIS Yi #] 313 W .1 RI V. 1. M.1 Nln 853 H1 E8.0 8i Sf.] HI Bl.i TO 48.8 HI W.B ]R 4O0 HI 454 3W 06.1 H1 I1.8 NO 1.8 HI 3B] 350 2].2 HI N.B 319 313 HI 33.1 318 N.4 HI 32.] ]IS MI. 424 3R .18 AS 354 3YL 31.0 RB N.3 3V 323 2a4 MS W2 NO NO MO = MI 2]B 212 XQ 24A 2i1 172 = 21.3 NO 1S] 3II 1BB 3B2 IS] B4 10.] 1Y .1. 35.0 Al -]Sa R0 R.I 51 ]l.] rA 210 NI AA I351 210 191 13.3 243 1BA 1a1 0.3 2H 1]A ID1 195 .1 ILA Ml tit rM 12.5 .1 I56 23I 10BN 2A8 24 2A1 AB NO 130 11.1 '6S 1).5 2b 18.3 I101 1E4 2N IB$- I% 111N 22.0 210 9.1 IBi Ia.. 21. I8.1 1W 1fl1 318 IBB 191 14.1 210 LAB 1W IN. 171 la] 1 I1.2 1 110 14.9 IB1 If.3 IB) SEE CAR 190.1075 FOR CERTIFICATION. Anchor Ca ac Tabb ma BWVtle: t.h (muelB a.A C.. IYNx(lu a.mu PT W� OnI4 AM191 TOM: NIB'El..,- 114' " U.. Y18•FIW Illixm LIB'En. Mrecm liVEIc011ExNn 11PM EIW Aa0+a1w NIVkl.'Eko Aab 51001MF1IS. 6cIwo.- 6u.w ry'S 1123.MOnarDnpP.11em. 6cm.'I65)1' 2- }IR` r 2- r z.l? r S11 0 O3 - EmL00mW x 1-Y4' IL4' 1�3' LIH' 1.11, 1'.. LAN- 1A/s 1-148- Iy ,e(RF2A Nra 0 A]s Mm. O.C. I Stn wofnAl GIP pq. 1x BPoIW I ISOb WJW In. No. .1M ]4DIbs . .1Pm YNM NoAN.0I.IS.11, J. D C I annooN(v GRel} Cr01Fq. 12 1MW W WA WA .. WA WA Wmua950L 11M p1hdlb 7 .... 10PoR. 1998Om N00, 'No1M WA ]Po Ib ]bib BNf miw B03M "No.WA WA WA WA WA WA WA WA WA W WA WA 6`A N.IAm.IOIiFdPTS5L NO lm, 19f IM 1101N H44 BRIBa ,I]Bib 1b IM 'I171Ba SHIM 1a, 1.- B4 INW 21I an, 210IM210W. �]SO Bm" WA I' WA NIA "Wn - I.- "WA "NIP' WA" i111M YDIO,: =IGUREI STANDARD IPSHOWN: t14GURETANDARD CLIP SHOWN: FIGURE R ANGLE • • ® . CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURES: FIGURED: - • it • USE THIS SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEE OR CROSS CONFIGURATIONS, ANDALLASSEMBLIES CONTAININGA SINGLEIDOUBLE HUNG WINDOW. USE TRAPE]AIDAL TRIANGULAR LOADING FORALLOTHERS. ANCHORC&P.„, MULLION CAP.-,,,,, FORMULA TO OBTAIN THE 'ANCHOR REQUIRED' CORRESPONDING TO AN REWURE IR FOR THE W/HCSLOWERT THEMIL HE TABLE)OF SELECTED IELDAMINIMUM HOR WAY BE USED TO OU IFY OR OPTIONSFP.OLiTHTABLE. _ .. TABLE NOTES 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE 3HEEF3 SS FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.250- SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI M1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55, ALUMINUM SHALL BE 606S-T6ANOBEAMINIMUM OF.100"THICK. STEEL STUDS TO BEA MINIMUM GRADE WAND .045•THICK (IS GAUGE). STRUCTURALSTEELTO BEAT LEAST.I2FTHICKANDA30. ALL 12WX3.25•X.10]' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. O ck A. LVNN MILLER, P,E. FL P.E.# 58705 MWIion Ce ecMy T4#N ma•$I OPYnInPWIE9111hr,nId.1ys eWdnnmU55re)or OPlnlog HYION(fortiod DUY,. %.N00re) ' .in min min mN . IBiMI 'I." tm In 11 on Imin 135a335 A24 PeGoOunr m TmRwp. Wo"I Pmv,pWv I., TrpFrlery. /Onion R¢uryuW Loan,, TrtylMaq. .lonno,DWs bk'n9 TreyTM1ap. Loon, RxuigJv InaL�gry rnpTnap I.m99re M Inw tonow TmN]iay. ,[men2 RoOI er Loon, Tinn'IIn PeM,POn Lanre TrMI+n3. R.ongm/ LNom TnDNIW0. -no s m,aww � p �y yUnipp a' i i& 1 $�� @ � In �jd g3��yg� 3ffi g.1, si 1] 11 i8 g1aa11gry 3� � s41 pgg & 11,41 5� _�p i1 11 52 Cot r0A IN ]0.0 ns m0 Am m.0 197 m0 4A m0 'me l0A W ]a0 xu m0 ASB 100 zu mA 810 M0 x14 100 ef9 mo m ma ns mo m 100 Bn mA iu 101n 700 lBx m0 ]10 MO ]m mA NI 100 +® m.0 mD )OA Wl m.0 3R N.0 R.1 ]0.0 xm mA Y9 m0 ]80 700 TA m0 IDO m0 01] n0 xM ]00 89 100 x91 b0x51n ]0.0 3Y m0 m2 )0.0 509 m.0 m0 m0 431 m.0 mz m0 .2 ]00 No m0 YM m0 YB m0 BIS m0 .1 ]00 1.ID m0 111 W.0 Son MO 311 ]00 891 m0 III yN ]OR ]N mA A] m.0 191 m0 ON m0 Qo NO 11, no WS ]00 .1 m0 WI M0 N5 m0 Ab m0 Yx X. IN m0 SH M. 911 m0 ]L In. tom )In 1. :f,r '-min 10.0 NO MO 300 10.0 +Y 700 = 100 1310 m.0 Az 700 m3 700 3W MO No .m.0 "141 ]M no, Q5 Mo ON MO Q5 no r10a IMO 4M No 1167 MO MS {r ':wk, . :SBA •mo 'm..' /]QO +m m0 .No ]00 o1O ... .11 109 ,:01Y, `Too 410 no 11.0 mO N3, :T0,.0. ]BB ]PO :+091'.M'01 DIB mA '.N1 m0 ,10m t]00 69t' g., IYS "m0'tyM S :.)flIR 1021 +OL _MO jU.:M.O, IY01 m0 %STi. `MA 1301 i11A YAm ]AO. •]00 2TU; um0 Al0 11,04 inn1f nci N94: :m0-"NJ fMO m5 MO yITJ'.im0 ySMr Im.1. JHB ]PO On fna2 . Imy; +W I:Ml .F3 m,.' :%M m0 .4101 i)OY a119; •mo'r,BM 0o,' Tm•'m.0 m9 ]0.0 1]00 J>O P- N)•'m➢- B>5, m _'t511;'WO tf31 no 513 5&e •1W8. fi0 .61-452L+! An. m0 6]t no MO I.,PHS MO %+ I. WO •A.5 Y1 mt 01.0 Yt M.0 NO N.9 Y1 m0 rM 2 mm No ON MO 398 MO 5m 704 <59 100 841 m.0 515 10.0 )N ]0.0 551 m0 -m9 MO m] B.0 9D1 100 G+ 01.0 ml 01.9 BY Y.I Bm 411n m0 Hl m0 +11 m.0 659 70.0 Y) 01.+ 011 09.9 5]5 51] 071 56x SM +).l 8]I 5$B SY +5A 0)I 1B.0 m1 1 2A1 01 m.B 011 ]l.8 ON WIn 700 SD m0 •L] NA No 61+ 510 NO Sm 51.+ mP N9 5x0 41b 503 WI Yp 09.0 +N M'4 NO 29e Y2 o 31.D M9 Loeb 4O.> I1B 'L.e +v n.4 400 4zO ns 12s 4Fd 3]e +in m.t 458 axe IO2 eff nIN 459 NI 4el 46'! 3az NI A.5 W9 9x.r NI 9a.1 W] iO.s wI 90.z 34 tom H.3 TO x.9 5Y Nz 576 91.0 W9 SEE CAR 190-1076 FOR CERTIFICATION. AnCNor CapecM/ TOM. (ON) Snnnnn 2Tfn . I )SkCmc. Hmw/OJU FqM CMU 13T M®Y ' MUOFCo'InNemv MW Try VIPF] UMmn SIP Bw �mn 1m•Rm IX1am I:4'FBo lfnmm� vvss Ebo Aore 51PEko UMW v4•SsBw ANIGYv #10S O Snniw(M)Scr-PP C2 SW BTTSISI Svaw(IA) ECy Pttvw Ml 1• I.2d/Y }IX 1- 21)Y t' 2.vY Y 11R Y 01. ON' 0924' FmYYnml n 1.,.1. 2• - 11 I.Ve 1'.. 1.11, I.IIP I.ve 7 1.a IS•S 2Mtlm @425'Min OO.I sbltlae v 0., nO, T01) byonion I.., T00y 2mlo 35+¢a IMINO S]+ba 6NIn Noon Ui4o. N2 no 'bolt 4AM1TP!®1.15• Mb O G I SrileaA la ORWI 01012) N]Wy t7.. NA tWA WA WA WA solo WA WA WA WA NA F82by NO. It'AW 4Artbn®SMn. 0.C.11212bAnoo U4n10%4 NOW 15m8¢ IW3bv NOIy SL On WA ]EOIn 2NOv 9m In IBN. onii.3Aalon®03'Mm.O C.Nt4p, 111o.10P Num (Fq 4) WA WA N'A WA WA WA WA WA . WA WA WA WA moon 1ArtkrIF 11185) 1Y by NSb BIIM 115bv ttl Re- ;!]]La 9min IDi by no ovn6f' T2111q No. WA K'A WA' IO]4Y NM "HA' NIA" N'A WA' 3{1 3nIN FIGURE 1. STANDARD CLIP SHOWN: FIGURE2 STANDAROCUPSHOWN FIGURES: ANGLE CUPMUST ® 01 BE USED IN PAIRS. FIGURE4: FIGURES: FIGURE& I „ USE THIS,SHEET FOR CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALL TEEOR GROSS CONFIGURATIONS, AND ALL ASSEMBLIES CONTAININGA SINGLEIDOUBLE HUNG WINDOW. USE TRAPEZOIDAL /TRIANGULAR FOR ALL OTHERS.RS. wCHOR CAPACITY ADJUSTMENT FORMULA: TABLE NOTES: 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS 35 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI W1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE R(O-T5AND SEA MINIMUM OF.100'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 3#12 ANCHORS INTO WOOD MAY BE STEEL, 1M S.S. OR 410 S.S. crw....... \ _ANCHOR CAP.,,. J CAP.....,,,• I A TO OBTAIN THE 'ANCHOR RED' CORRESPONDING TO AN RE REQUIREMENT FOR THE T IS LOWER THAN THE MULLION THE TABLE) OF THE SELECTED YIELD A MINIMUM ANCHOR MAY BE USED TO QUALIFY IOROPDONSFROMT_H_E. _ N LABLE. 1.250 3.250' 224- 1 135'X335'XA2V MULLION 'O 6L A. LYNN MILLER, P.E. FL RE.# 58705 TABLE an . _ .. -_. I.USE THIS SHEET FOR II-_ DB Mu61an CBIOC Tabk(B)BM] Opening, WMtb (brwrimllyMarani g mulloM) or Opening Haight(br tenmNAPpsparvvrg on lom) ,.In mm mm mM mm lm In 1...a IWM IOON 1S8[).BO x 8i4 RWaONa lmtlnyya T-ni-. LLM'ag8 PamVaa I-dryo )aaT o I 1, . Raclsglla fOmi , TregTtno Loan, I lot P. Lun To"Rap. leaGiyre neNalOJm In a, Tlm']rery. IFWJYg NdoV,a�r' Lm9nF0 , Tnar000 Rar . load, Tm0'TNry. sPVInyB PeaVaAV LaGlnno iaoMang kad, FecWgWu 'y Ladog oapIanp. Mann Alum.Tu.Tube_ MU gF, pq 3 rR�.5C I�p 3 yy f5 yp 3 FY q yL 1q yy Is O5' gp g yy g C5 qp 4$ tltl yrygg qp '4g gf, yp pp $ y a qe S} qe S �116V q5 r�5 yre yp� YEa yg dF, d$3 H e�.SC py H$$ y yq p y 5G qp $$ en &} pf1 uln m0 SS mo 1. m0 ]m no IW ]00 .1 7001 l03 no <M Mo 2v .0 uB ]Oo 210 R.0 1 510 700 vq m4 613 70.0 214 MO 115 m.s nA 10.0 Bl] WO 214 bin )00 flt N.0 Ll AA )r4 10.0 t01 KA " ]0.01'258 MO 267 M.0 YR no M 700 V. no H] MO 286 )04 ]m 700 3M MO all )11.D wo mA M 700 -SO 30.6)SN ]00 M0 RB 2]i ]0.0 no 3m )0a QI ]041i m3 M0 M 700 Im n. , )n0 3D0 10.0 615 ]0.0 311 Too m To.0 31, no W1 no 31, no BN .0 ]II HIn ]0.0 ]3B m0 2m no ]M 100 2G ]0.0 15B ..OI ]It RO 636 ]00 .1 ]OB $ol ]D0 H$ ]OB 6m ]00 153 R.0 lm no 151 no BIB ]0.a 351 ]OA I'M ]0.0 EO WF 10.0 J63 AO )m n. fib no an u]0.0. 610 7MA W2 TPO $M 1P0 )0.0'. '656 :ma]00 RB no an m.0 a]5 no nM )n.o .1MI N.0 Ai9 NO 116] no V. "28]`>Np 'm] AD ^44•' I)0.0 ])�'. s]00 Sij ")00 Y9! INO ig1p� T0.0 fi1E :)0.0 +'Np ]AO .43 y10.4 ']m ']0.0` I!Q' a]00 OIB '!10.0 e91 .)00 :fO13:1Q0 'bt %)04:`12Ta ,M.O' ra2 , mMln 2I04 i1EpT'. eA0 025. ;A.O :MT. o-m.O. cB]f-'V00�.MP .N. "'.Ij `MO' 1-. i']00 ml''mo 'm "no rV6' :mo Lm2 I)Od" :'9M`- ]05" E6R :IAO S)5 :]40I HI0a 'V, '6N' •)l.0 "1203 -A.LL 'SM' :'•i R2illiY 7!0L 3A , 1]➢0'.M2. .4-"m5 no'r:41q�f ;cv m.pl l :'.'ma ]Ytl' nu S'fi i40':Ilep IO.Q iS1] �N.� \Dl$1 iAy1 ?3)1 noj-,' no i61 ], ]00'II. A0 rob n101 r14M 100. 3'0' t mIn )00 'b2 100 26B No . no M6 '101 NI AO' 2 24 ]Sa "1 3M mA mY ]a0 wo NO BN ]a.0 89 M.0 IIOB l0A 811 no 1. Too qM ]On 1411 no ]Pd S ]BN )00 q)I Too 3BB AD M ma 159 too w mV 515 no ]55 no S6t no &] 100 mI 10.0 9aB T10 eY )0.0 1181 30a no 10.0 1.1 mA A2 M.1 1417 100 Ti9 mN )00 .1 ]0.0 4]1 A.0 656 M. W) 10.0 ]M .0 .11 ]0.0 B]a 100 . M. oBY ]00 )]B A.0 1C0f A.0 N] SB.2 1110 700 6]3 m1 I110 MB .1. M.< Iim 621 5m Mln >0.0 fB) M4 m] MA 1M m4 691 )00 811 )0.0 .M9 ]OL 859 >0.0 l.9 B50 B>3 )OO MI Y.5 9'3 66! mi 160 9fl 5)A ]A9 fif8 813 39 Ra 1MN 10.0 M6 AO qb M5 ]ll R0 6]0 m] ])1 Bi.) Mfi 61A 111 61.] 6M ltl In ]n.0 61e ]0.0 5% m.l )L 65.0 fim N.1 R'I 50] I MO <1.3 TJU 4.1 M1 1mN 5&1 M2 61.0 569 1B0 BN 511 YD IW In M) .3 m, Om )0B .9 n' 3% SEE CAR 190-1077 FOR CERTIFICATION. TARI F AR AncharCemanity Table ba Ionaotls 2.1x LCMWe I I twc. waacmU Fl... PTWm1 MWI AnchorClIp POCYIIIa 'modry0-' y+P Flco NbKm IA•EkO ULaGpI 6'I6'Eko Mbs:m 3'IC Eko NVann' 1/P Beo UhMT 11f'ES EIw AL'PxOan, 5'16'EI[o Ina., 1.-s..n nVV.oa I Om81W So. a1381n1 SrIen'(C3) 81381W '..(B3) EOAI NdrKn Onk v 2-Irz• t• 2-t? 3Inr 2-1? 2-trz- 3• sIlo r .05) O6 oM• 0.]b- EmWlnslDn I.Y1` 1.1. I.y(1 1-LI' I 1-17 IA/0' 1.14' 1-IN` 1-I14 I.1 N' S I.Ir IdiH' 'eMf 2AI Me®1aS MM:oG./suMOYaoBM ae lFb+1 Awn 1WA9 1.ba Zmm Mao 4Na) r10n 314IM M11m Wen N1n P. Emm 4 AMMaa@ IAF Ma. PQI SY1N0(PrONal) Clp TV. 4 1A0m Tmm WA WA WA Maas WA WA WA WA WA M2M .1N 11201De A Anchors a rMn. O.C. I R) L5 Aryk Lap I TV 3M MOm ]m l5n Smb 1YOIb 1BMm y0m 3m lm WA )Mn 11A Ib MOIM Im21M 89En MSIIH 11.1. A Axlgn®P51'LLn.O L./Vdb. YM .I OTAdm.1F0.11'`: WA WA WAI WA WA WA N'A .WP WA WA WA WA WA.. WA 110)n -'f AlrllSll{CMi I]V.61'. 1954ti` +MM - •YSm. =A3 an SFm ']Sm H01io IA1Cti 3]On un. =I. 11A L'a-' 1)a Vi ptn Amm I Ar[Ma®1. IS Nin. O.C/FU'b o "•24V. Jmn " WAI WA WA ',,.A-,, '11.1.- '/WA WA WA WA -WA-- N3 Pa - Mnn CLIPPED MULLIONS USE RECTANGULAR LOADING FOR ALLTEE OR CROSS CONFIGURATIONS, ANDALL ASSEMBLIES CONTAININGA ; SINGLE/bOUBLEHUNG WINDOW. USE TRAPEZOIDAL /TRIANGULAR LOADING FORALLOTHERS.- 1 1 1 Si ,93c f+.J-n1.S .NCHOR CAPACITY ADJUSTMENT FORMULA: OR-) X (AWGHOH CAr.,e -') -ANCHOR CAP..,. MULLION CAP.,e•,.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR 239' FIGURE 1. (STANDARD CLIP SHOWN: FIGURE2 STANDARD CLIP SHOWN: TABLE NOTES: • • • • 1) SEE SHEET 9 FOR INSTRUCTIONS ON USING THE TABLES. SEE SHEETS M FOR GENERAL • • INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE 31 MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE. FOR EXACT DIMENSIONS, SEE 3.94' CLIP MUST SHEET 9. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® • BE USED SHOWN ON SHEET 9. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATONS. IN PAIRS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Wl SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURES: FIGURE& GROUT -FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 824' ANCHORS DBE METAL H I FAW EXTENDATTHICK. STEAST 3 STUD. TO HRE A S BEYOND THE MATERIAL. _1 • • .N4 THICK(18 GAUGE. STRUCTURAL STEEL TO BE ATLEAST.125' THICK AND A38. ALL ANCHOR. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREAD. BEYOND THE MATERIAL. • #10&#12 ANCHORS INTO WOOD MAY BE STEEL,1&B S.S.OR 4105.5. 1.25' X3.B4'X.824' MULLION II IIIII/ PONY LYNN 4,,e �. .L V3 15 W $1. t S TE F ;�.1` ONA� A. LILLEH. P.E. FL PE. FL .E.# 58705 1 .125' 6TANOA0.0 LUP 3.000' 6W1T6 P1UM. X-BECTION 125' 500STSALUM 6W&T5ALUM bWS75UM Y •� _ A8D46ECTION 7 1 .1'-%SECTION .i i(-SECTIONI "YNSTRUCTIONS 1) DETERMINETHE DESIGN PRESSURE REOUIREMENTILBSff FORTHIS OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, 3) REFER TO SHEETS" TO DETERMINE IF THE WIND LOADING IS 'RECTANGUTAW OR'TRU4GULARRRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS -)FROM TABLES ZA THROUGH 4A, ON SHEETS 6 THROUGH 8 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY ILBSIFPI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT21 FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4)ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED FOR). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERREDTO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULLMULLION CAPACITY. , 6) FROM THE ANCHOR CAPAC"ILBSI TABLE. ON THE SAME SHEETAND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHORISUBSTRATEYANCHOR-CLIP PATTERN MAYAPPLY) SELECTAN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSOFT21 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFPI FOR THE OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT I FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED I FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBSffP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBStrT1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS APPROVAL TO APPLY FOR A PERMIT. rt- t„ 1� USE,XHIS SHEET FOR_' 40l '-• "''� '' CLIPPED MULLIONS 125' —1 125' 2.125' 2.000• 2%5 ANGLE CLIP ' 0.LLIP 6083T6 ALUM. 606 SCTIION X-SECTION ,12$• %SECTION L . CENTEROFANCHORHOLEMUSTLIE WITHIN THE DASHED BOUNDARY SEE TABLES 204D FOR THE ANCHOR O.C. DISTANCE MA%IMUM MUM HOLE DIAMETER ANCHOR DIAMETER 1D6' 5 NO'—,.3T5' _ ....n. r,. . <... ....... .. .. .. .�:... .:....,.� .:.:.MIN,.: $s90 — CUTHERETD 3125 --- GR6ATEF{Lw 6EE F C�TAILFfiHEET41' {7117.7 I I I I I I I i I I I I I I I I I I I I I I 1 —t- I I I I I 6 f p PC L STANOAROCUP U{LIP MUST LIE 6063-76ALUM. OMMOALUM, ie... a. TOPVEW TOPVIEW OFFSET CLIP 60&}T6ALUM. TOPVEW THEDASHED BOUNDARY. SEE TABLESM48 FORTHE F--------I ANCHORO.C. DISTANCE. MA%IMUM ANCHOR HOLE DIAMETER= i ANCHOR --------------------- DIAMETER - 1116. 2X5ANGLECUP 6001T6 ALUM. TOPVIEW Dlmentlon Valuu(in) For Mulllon: F 2.260 1.25• %3.2V lumen' aamm am T10e Mu6ian G STso M 1.600 F 193e 12V X3 25 X624 aiiiniw Tube Mu@ O 0500" H IA38 F 2.626 1.25•X3,94' X.62 - Aluminum Tuba Mai. G 1.125 H 1.500 Mull DlmAntlen (eAeelln POT PerIY mullion Sld. Cllp OMest Glp V{Ilp Male Clip 1.25'%325•X.160'(5) 20160 666112)M 6661124M fi6fi2410M 6665115M 1.2YX3.2VX,G2r(6)j 20161 8861126M 6881125M 68821HM 6665116M 1,2r)(3,SFX62P(?)j 20162 IM1117MINS1126MI 666241MI ONS17M F<ORIOA,... \�1 ONAL ENC2+. A. LYNN MILLER, P.E. - FL P.E.R 58705