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WS-14-1287 (2) WS► -A- 1d-I`31- C�, ;A-gjz, upm" ,___, Miami Shores Village 10-6-a -6- Q F Cj& LL_C APPROVED BY DATE Q '-:01NING DEPT 1 O`3o� IJP '1 � c3� ��oG DEPT :;Uf 1J1 C F 10 COMPLIANCE WITH ALL FEDERAL . C.n�c c�t'rY��h T ',I A I f AND COUNTY RULES AND RFOULATIONS 3 yc3^7 Ib�x9h e66 f.lk« S �� fA JUL 0 9 2014 5x51 �.q�► 17 to 3lohX cA�a�Q��T �'pt ^1�Ytf �{t�Gyv►OvtT' CflSa� ® 13 A4 enr _ agstMehT UAW ®�5c�tEnT �� ►� ram- 05 x (330 x6D5 IX �C�re55 C xs��Yz. �r�c''ss C� tee. S*44-604 -7 31 56Y1 7FL 33 a efwemcor I A -- 5� x��ya -�,, wpr r a-iat�.ag No/} I a.~fiats°� ® Cw�s+�-menT' Cpkrnsz n r- Tres S va x ao �.IoA la-1a1�.� �R ►a -,a,8,o� 0dor{- la-talF�oo9 '�sn-� �c�resS C.�srti+Enr `73 K437 pIn► 3ON! a)/a x 50va, h30R ,a-1 a%8-09 73 GV xrob W� NbA la- MISIc /a LX31A - a-ta%S .CP e+6emenr e6gess 304 XSt� t� &st-,y1 -Y\7 q-Gres5 T 31/ax'b'104 is-tat$'09 5 1l4- MOA &--=e(megN-r 3(ovb-) . op-A G C s �nz- la-tat�.o� C ��t &.- sus ►3 �� C6 res5 )(9 10 t Q C61 t mens r t Ak-O'D 3+ 44�o\,\T . E&OV4 y a T •36+1a X 1,0 qls Noy i a-Ia18.69 S WA }wgx% 76-AN x tea- Ktp,- Noy la-tat$,oal ,---N-1 r73'3/A4 50y/-\ 5x51 . . ... . . . ... CATEGC)RY •5 • •• • 000 • •• 0: • • 1600 S.Federal Hwy Ste 84- Pompano Beach,FL 33062 � • � � :0: : • : : (954)784-6991 Tel/(954)781-5708 Fax • • • • • • • • amanda@c5es.com/CA#25854 Engineering Services,Inc. • • ••• • • • • ••• Property: 1032 NE 98 Holding LLC • •• • 2910 FBCS/A,ICE 7-10 Contractor Coastline Windows&Doors 1032 NE 98 St 14ND f RPVUREJ POI 0gMP4?N;NTS AND CLADDING Prepared By AS Miami Shores,FL • • • • • • • • 00: Opening Product Opening Location Opening Opening Dimensions Required Pressure Product Design Pressure ID Approval Description •• • • • • Zone Eie vat(on Width Height (per ASCE 7.10) (per NOA) WINDOWS/DOORS • ••• • • • •• •0 (in) (in) Positive(ps) Negative(psg Positive(psi) Negative n 1FL 4334 Door ••• ; : ••• : �•• •• 9 36 x 80 46.4 -50.5 70.0 -70.0 OK 2a 12-1218.09 Casement Window(1 of3) 4 9 30 x 621/2 47.8 -51.9 70.0 -84.3 OK 2b 12-1218.11 Casement Window(2 of 3) 4 9 51 x 621/2 46.1 -50.2 89.1 -89.1 OK 2c 12-1218.09 Casement Window(3 of 3) 4 9 30 x 621/2 47.8 -51.9 70.0 -84.3 OK 3 12-1218.09 Casement Window 4 9 36 1/2 x 50 1/2 47.8 -51.9 70.0 -89.2 OK 4 12-1218.09 Casement Window 5 9 73 1/2 x 501/4 45.6 -59.1 70.0 -89.2 OK 5 12-1218.09 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -89.2 OK 6 12-1218.09 Casement Window 4 9 36 3/4 x 38 48.6 -52.7 70.0 -90.0 OK 7 12-1218.09 Casement Window 4 9 73 3/4 x 501/2 45.6 -49.7 70.0 -89.2 OK 8 12-1218.09 Casement Window 4 9 36 1/2 x 38 48.6 -52.7 70.0 -90.0 OK 9 12-1218.09 Casement Window 4 9 36 1/2 x 38 48.6 -52.7 70.0 -90.0 OK 10 12-1218.09 Casement Window 5 9 73 x 37 46.6 -61.1 70.0 -90.0 OK 11 12-1218.09 Casement Window 5 9 36 3/4 x 50 47.8 -63.5 70.0 -89.2 OK 12 12-1218.09 Casement Window 4 9 36 3/4 x 50 47.8 -52.0 70.0 -89.2 OK 13 14-0123.10 Sliding Glass Door 4 9 71 1/2 x 96 43.7 -47.8 46.7 -60.0 OK 14 14-0123.10 Sliding Glass Door 4 9 168 x 96 41.0 -45.1 46.7 -60.0 OK 15 12-1218.09 Casement Window 4 9 59 x 51 46.3 -50.4 70.0 -88.5 OK 16 12-1218.09 Casement Window 4 9 18 1/2 x 38 48.6 -52.7 70.0 -90.0 OK 17 12-1218.09 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -89.2 OK 18 12-1218.09 Casement Window 5 9 36 1/2 x 501/4 47.8 -63.6 70.0 -89.2 OK 19 12-1218.09 Casement Window 4 9 36 1/2 x 501/4 47.8 -52.0 70.0 -89.2 OK 20 12-1218.09 Casement Window 4 9 36 1/2 x 501/4 47.8 -52.0 70.0 -89.2 OK 2112-1218.09 Casement Window 5 9 36 1/2 x 505/8 47.8 -63.5 70.0 -89.2 OK 22 12-1218.09 Casement Window 5 9 73 3/4 x 501/4 45.6 -59.1 70.0 -89.2 OK These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures Ultimate Wind Speed(V, (mPkJ 175 provided here(W„d are given as 0.6*WW„where WW,is the wind pressure calculated in accordance with Chapters 26 and Emma T.Mellinger,P.E. Exposure Category D 30 of ASCE 7-10 using the ultimate design wind speed(V.1)and the parameters given herein. Wd as provided here is an FL PE#50049 Interna'Pressure Coeffiettt(Gepp 0.18 appropriate load for use when: 1)Evaluating tested products for components and cladding: Digitally signed by 01rectionaiRy Factor(Kd) 0.85 2)Designing mullions,fiaming,and other supporting structures using Allowable Stress Design; Emma T.Mel Inger, 3)Specifying fastener schedules using Allowable Stress Design Mean Roof Height(ft) 15 The load combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No bather reduction in allowableP.E.K19121114 (/tJ Width of Edge Stri 6 stress shall be taken(other than load duration per Chapter 23 FBC). H&'-1-Q09P1M!d.15 14:30:02-04'00' a I o MIAMI-DARE MIAMI-DADE COUNTY 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 NCITI ACCEPTANCE OA w -mmlamidade.aov/economv PGT Industries ogy Drive North Venice,FL 34275 SCOPE.- This COPE: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 P{adwRtControl Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade Cgouty)resetm the right••,. to have this product or material tested for quality assurance purposes. If this prbllucf or nutNdU fails to '. perform in the accepted manner,the manufacturer will incur the expense of sucfi*ta;h eg and W�A LT rn#y•• immediately revoke, modify,or suspend the use of such product or material withi4fi6ir jurildictipn. RP:R•••; reserves the right to revoke this acceptance, if it is determined by Miami-Dada,Ggithty P4jMWContW... Section that this product or material fails to meet the requirements of the applicab6limUding coda. . ..:..' This product is approved as described herein, and has been designed to compIr 446h the FloiAa•huildhW• • Hi h Velocity Hurricane Zone. •••••• • DESCRIPTION:Series f�CA--740"Outs�ving Aluminum Casement Window�L.lYI•I. ••�• �•��• • rawmg o. MD-CA740-LM, titled "Casement i�it w Detaild•�LMW SM", sheets I through 10 of 10, dated 08/48/12, prepared by manufacturer,signed and seale+��y Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of duct Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. ELING: Each units ear a name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by .the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 t s��'°" Expiration Date: Apr I , 8 Approval Date: April 11,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 10 of 10,dated 08/08/12,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 ------ 4)Large Missile Impact Test per FBC,TAS 201.94 "" 5)Cyclic Wind Pressure Loading per FBC,T0*.Z03-94-„: 6)Forced Entry Test,per FBC 24113.2.1,TAJ%=«94 - along with marked-up drawings and installation diagram of ajqeria4 CA7 f q gjitswing aluminum casement window,prepared by Fenestration Testing TVboratofy, Inc.Tesf':-'. Report No. FTL-7065,dated 10/05/12,signed and sealed by nT - D.BjBsk P.4--.- . C. CALCULATIONS ------ - . . . . ...... 1. Anchor verification calculations and structural analysis,com lying withVHC2010,- dated 12/07/12,prepared by manufacturer,signed and sealed Anthony Fria Miller;-- P.E. .... 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont ButaelteO PVB Interlayer”dated 09/08111,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel Per -- roduct-Control ——----- NOA No. 12- 09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-I LAMMIATO GLASS arA -•'I man atAACK GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RAMNG IMPACT RATING EMENTWINDOW VARIES. RATEDFORLARGE&SMALL Lra oeaRelwNr 3NVAr otea• OUFlowsap 1)THIS PRODUCT HAS BE DESIGNED 8 TESTED TO COMPLY WITH THE SEH SHEETS MISSILE IMPACT REWANCE GLASS SUTAGTGPVB M'r'sI GLASS WWANNEALMOR REQUIREMENTS OF TF@ FL RIDA BUILDING C:OD6•INCLUDING THU WON � W 30 GLASS RenGmaNeo GLASS VELOCITY HURRICANE ZO (HVH2) cuAae 97•WIDTH —..__._. —� _T 2)SHUTTERS RA E NOTOIRED WHEN USED IN WB4BOR14E DEBRA 28A78'MAX O.G I=WIDTH ISN/18'GLASSBITE 11f1B'GCL7ASSBITE REGION&FOR INSULAIPISTAILATGNS ABOVE 9G'IN THH HVH2,THE UNDER 33.478'(HEAD&SIJ. so OUTBOARD LITE(CAP) TEMPERED. 4'MAX. 3 __._.1 3 3)FORMASONRY APPLICA ONS IN MI W 4)ADE COUNTY.USE ONLY MWM14MOE ►-B,SEE SHEET 2 MAL. OUYANCHOR&MATERAL8USEOFORANCHOR ep 80 EVALUATIONS WERE PINE,ASTM COD CONCRETE MASONRY UNITS 32 AND WITH MIN. PER ANCHOR TYPE.SEE TABLE 3.SNEET4. �� a)ALL wDOD Bucscs LESS 14re THICK ARE TO BE CONSIDERED 1X 17.1re• GLASS TYPE 1 GLASS TYPES 2&3 MAX INSTALLATION&1X WOOD ARE OPTIONAL IF UNIT 19 INSTALLED \ Jle Ye DIRECTLY TO SUBSTRATE. SUCKSOEPICTHDAS2XARE1.1rYTHICKOR A ` A.SEE O.G GLASSSTMX 5WLAWATED GIASSSTACc 7Na•LM11rRM GREATER.IX AND 2X (WHEN USED)SHALLBEOE&t� 0TOPROPERLY �ET2 f � GLASS STA c � 0LASSG%ACK TRANSFER LOADS TO THE WOOD SUCK DESGNAND INSTALLATION tWANNiALMOLASS 3H4ANNBAL@DOR IS THERESPONSIBIITYOF ENGINEER OR ARCHITECT OF RECORD. S Tom , IWAIWV= MPAT�GOLAN 8)ANCHOR EMBEDMENT BASE MATERIAL SHALL BE BEYOND WALL DRESSING MAX O.C. 1f8'AlBG AL&i0R BU7At718 FVB Snb-ANNam a8o'WPGNT80P OR STUCCO.USE OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TGA �o faAeB 1N•ANN2ALaG a 91IB•ANNEAIIDCIt TABLE 3.MEET 4. JOINT SEALANT 18 USED ON ALL FOUR CORNERS OF or / \ USE ANCHOR 36 IOTAS LLanrsrRallorLraNeo Gtnss THE FRAME.INSTALLATION SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH SEALINGP ASHING ST GY FOR WATER RESISTANCE OF INSTALLATION LIGHT rt JAMS IF <3 SHALL BE DONE BY OTHE AND 18 BEYOND THE SCOPE OF THESE HEIGHT HEIGHT 18 11118'Q ASS BITE 37 tU18'GLASS BITE INSTRUCTIONS. (Ol0) 1 / 2WOROVER 37 8)SHIMS ARE REQUIRED AlEACH ANCHOR LOCATION WHERE THE PRODUCT 19 / T6' 31 32 p NOT FLUSH TO THE 8U TE.USE BHIIdB CAPABLE OF TRANSFERRING HEIGHT 31 � 80 APPLIED LOAD&WOOD BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 1 ON THEM BY THE WINDOW / 7)DESIGN PRESSURES: GLASS TYPES 4&6 t3LA33 TYPES 8&7 A.NEGATIVEDESIGN BASED ON STRUCTURAUCYO.ETEST P / 7IB•NOId. FRAME AND PERA8TME13OO. / GLASS STACK � 7AWLA64NATIG e.POSITIVE OESX 14 LOADS ON WATER TEST PRESSURE,STRUCTURARr GLASS STACK CYCLE TEST PRESSURE. ANALYSIS AND GLASS PER ASTM E1300. 3F OR 1(V AMSPACE TSTR$NSTHE6G GLASS 8)THE ANCHORAGE METH MOWN HAVE BEEN DESIGNED TO RESIST THE 3fWTEMPEM ABW OUPONT30P WINO.OADS CORRESPOND TO THE REQUIRED DESIGN PRESSURE.THE B GLAIa 3n8•MNNIN.IDOR 33.14%STRESS INCREASE NOT BEEN USED IN THE DESIGN OF THIS t 14-UY MAX.O.G IF WIDTH IS � �T'T PRODUCT.THE 1.8 LOAD RATION FACTOR WAS USED FORTHE EVALUATION OF 4'MAX J 33.478'&OVER(HIM&�L) � ANCHORS INTO WC)OD.AN THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATHRALS MEET THE REQIOIREMENT8 THE FLORIDA 30'VI&BLE BUILDING CODE FOR RESISTANCE. 37 TINS'GLA88 BITE 9)REFERENCES:TEST Fn-7M.SOM 3690,3724;ELCO ULTRACON TYP.ELEVATION OF 3 NCA;ELCO CRETEFLEX ANBUAF&PA NDB FOR WOOD CONSTRUCTION AND ADMALUMInnmADESGN CASEMENT WINDOW 3mlGo +PFtascoMrhIke TABLE 1: GLASS TYPES 8&9 D w uur ••• • GIeaG Types 81�t A b► ''i,�P 0 ••• i • i • i Rodsed W. Byte 1 6N Lauri 118 -. PVB-118 An 6 GENERA.NOTES- 1 �: i�P .• • • • • RevWeodOr, Bore' Revision: 2 7x18'LGmi 18 An-. SGP-3H8 An B ELEVATION...-.....».«-�. -1 � y�:' •• ••.�.?� • • • 3 7x16-Lauri 18 HS-. SO'-3118 HS 7 GLAZING DETALLB....._ 1 No.6870b 4 7/8'Lard.IG U8'An. 118°Air-118'AR•.00"PVB-118'An b INSTALLAT�L....- """»""" 2 - : 6 718'LamL IG 118'T-7/8'AI-118'An-.0W PVB-118'An g A88EMSI Y TUBE DEMI S «..-3 ANCHOR SPECIFICATIONS-- � �?4 -z GLAZING DETAILS J ROSOWSKI 6 718'Lama I(3 6'AB 1/4'AI-3116•A1n-.090's -3116"An 0 ANCHOR QUANTITIES 4 %gyp sr E ,tv • • 7 IP 16' 114'AI- 18'HS-.W SGP- 18° 7 DESIGN PRESSURE& 8 9 :� ,oz. 470 Cwo • Dore s 718- I3 8•r• 14• •3+18•An•.090's •3V18'Art 9 ASSEMBLY DETAILSi�M.«««.. 10 6' ..� �' • w•v�NI • (�4SEMENT WINDOW DETAILS-LM&SM 08/08!12 ,�S'S """ C1( • • P.R.eBOX 1529 - 9 718"LamL IG 3118"T- /4-ALIT-3118'HS-.W SGP-3/18•Hs 7 'ri ��NA11�..ti • NOKOOGIS, FL JRl3'Y4Serka�efonek Scolx �7osMg NO. Rev: P.E. CERT. OF AM. 02M5 CA-740 NTS 1 OF 10 MD-CA740-LM . . . . • . • . . . . .. .. . • . .. .. ... . . . ... . - INSTALLATION INSTALLATION INSTALLATION - OPTION 101 EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETEICMtI DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIREDPER ANCHOR TABLE 3, 4 2 EMBEDMENT REQUIRENNT BUCKWIDTH ATTACHED TO 82 TYP.ANCHOR •' 114'MAX 18 18 FRAME BILL 10 11 • * ,• SHIM ATTACHEDTO TYPE, EMBEDMENT ••� VENT 80J 13 612 STEEL SELF-DRILLING AND EDGE ';•',. 4 8 � � 80 12 8M8,SEE TABLE 8 1 DISTANCE PER r 3.SHEET 4 SUwmA22 23 4 20 SEH TABLES. •'.•i .? O SHEET 4. _ 3 w °EDGE y •r 9DADE APP 18 84 MULLION,ALUMINUM, DISTANCE �° "'. 38 39 STEEL FRAMING OR 8 ` STEEL STUD. D TO O 36.37 _I..� '� •.�' '" 82 82 ATTACHED TO VENT BILL 38.37 81 ATTACHE FRAME JAMB[ 13 EMBEDtr NT 1 24 VISIBLE LIG HT W WTH(DLO) 3 8 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR An VENTJAMB OPTIONALADDON SEE TABLE 4,SHEET 4 WINDOW WIDTH - EXTERIOR712 �Qa HORIZONTAL SECTION A A 81 1t SEH DETAILEGRESSWINDOW FORMULAE: WIDTH,WASH H9 4M WINDOW WIDTH-13-112 Hmow JAMB TE Al.�L�N OLE_ WIDTH,EGRESS HINGE:WINDOW WIDTH•7-12 VISIBI E 14 10 - 1)USE OI.Y SUBSTRATEeAPPROPRtATE / I)WHEN INSTALUNO HEIGHT:WINDOW HEIGHT-6 ANCHOR U8TE0 ON TABLE 9 8HEE14. / COMBINATION UN8T8, LIGHT FOL LOW EMBEDMENTAND EDGE / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: HEIGHT BUCK DISTANCE LIMITS.ANY 94STALLAIMN / / 10'MAX ANCHORS MAY NEED TO BE WIDTH:WAIDOW WIDTH•7 (DLO) HEItG1T OPTION SHOWN MAY BE USED ON ANY /a / -��----•• INSTALLED THROUGH THE HEIGHT,WINDOW HEIGHT-7 BIDE OF THE WINDOW. / / } _ WINDOW FRAMES AT 10'MAX. ATTACHED1 FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD MLCKS LESS THAN 1-W2• ASSEMBLY TUBE CENTERU NE. W: JAMB THICK ARE TO BE CONSIDERED IX SEE TABLE BELOW. ATTACHED TO INSTALLATION&IX WOOD SIMS ARE FRAMEJAMS 09 OPTIONAL UNIT MAY 13E INSTALLED each DIRECTLY 1b9TRATE WOOD BUCKS -r I I+- 10'MAX AO 00 DEPICTED AS 2X ARE 1.112'THICK OR •-a-SEE DETAIL A2,B0.0W ENO OfthilRam Tube A ATTA 3HEO TO OREATER.IXANO2XSUCKS(WHEN USED) mow Andw NT JAMB SHALL BE DESIGNED TO PROPERLY a W+h A B.C a D TRANSFER LOADS TO THE STRUCTURE. t t - s 0 82 WOOD SIM DEMON AND INSTALLATION _ 23'•28.0` 0 1 36 39 IS THE RESPONSIBIUTYOF THE ENGINEER • 28•� 1 1 OR ARCHITECT OF RECORD.MAXIMUM t- wadow Anobw 17 SHIM THMNNSTOBEII4'. as HOW A B.06D 2p 18 18 N-2 81 DETAIL DETALL 0AtA2 1 1 XPproved w taFPly7ag will IRo Nor Lal Code • ReYteed Dole: fiortePa�: 1 19 84 1XWOOD8Ut0(STR1P, ��e1'( LYNgM �"r, •• • • • • • M�-myI D ate _ SEENOTE2 ��` ��CEN�SLc �• • • • • "'y/� THIS SHEET. •• •, A • • ^• • Rautead BY Otte Rerkiorr IWMAXSHIM *' N0.68706 EMBEDMENT i,a r • ... • C O SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR 3 : , 1 :0,A'•, �/: M070 TECHNOLOm 09NE• Ifo:fDote REQuateM�Nr : .: -[ -.F ' '�t � ' .`�• • NL VWWE,4FL • tlM►S08/08!12 EMENT WINDOW DETAILS-LM&SM :... , S' •....>s • • e. gig• . INSTALLATION OPTIO 3 �S�ONA1�;��'� • NaPc�els 1r* sa ran/aroea: scan ao�s pm INSTALLAnoNaroarHORsm GH VERTICAL SECTION 13 A�Jr6y�a PE tT INSTALLATION ANCHORS STHROY. PE888T06 CERT. oe AurH. g2B29e CA-740 NTS 2 OF 10 MD-CA740-LM it y CASEMENT CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) +FF,o+wlescon, e8gH1�HAo 91er<a� nWIaQ �,. 7.THI38HEEr Dula t FIGURE 2: Nom F 'Iry WINDOW, / h D FRAME –+ WIHmGHT NDOW �CJ /W r:W� Y FAME ASSEMBLY TUB ES: NOT f 0',SEE NOTE T r D 1)DIMENSIONS SHOWN ARE TNI$SHEBT 740 SERIES \ TIP•TO•TIP OIMENSIONS FOR EACH WINDOW �/ --CASEMENT--► / WDMOUAL WINDOW.FOR SIZES NOT WINDOW SHOWK ROUND UETOTHE NEM a / AVAILABLE WIDTH OR HEIGHT g WIDTH 740 740 / ►E DIMENSION SHOWN ON THE TABLES. SEp AFRAME SERIES SBEAABLY FRAME 2)ANY 7404EFOSPf T � WINDOW CASEMENT SEMTUSWINDOW ASSEMBLY`^, ® (CAIEMEM'.AWNING OR XED 1$gp / ►E LUBE CASEM19M MAY BE ATTACHED TO � 9� RAME ASSEMBLY TUBE.FOR ALLTHEWINDOWS,USE WINDOWS N a I O 740 BERMS / NOA FOR ANCHORAGE,SIZE AND `– J HJ. FWD VYINDO\V' / DESIGN PRESSURE LIMITATIONS. � t Q Q 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE W M 740 BRJRIE3 / \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO y / INDIVIDUALLY COMPLY WITH THE 1n CASE EXTS VOR / REQUIREMENTS OF THBR } WINDOW / �►I / RESPECTIVEImA. \ / m 4)FRAME ASSEMBLY TUBE TO BE 7 740 AWNING SERIES T40 SERIES NT FASTENED TO MIN 012 A8 8H EF Mt � ?� DETAILS,WITH L 012 X P SHEET FOR SINGLE UNITS: VANDOW Y1ftlm0Y1f METAL SCREWS.U8E 1T1E SAME � SPACING AND QUANTITYAS THE 1)DETERMINE YOUR WI SIZE MIN. 1U4GHX 1•SAS FRAME OPPOSITE FRAME MEMSM 0 W �S}, AND GLASS. MALLATION HOLES w V 2)KNOWING YOUR ANCHOR TUTUBE MAY w BE TUBE Y �EXCEED 87,IN L040TKE FRAME Y (AS USED (A VVVV AND SUBSTRATE.DETE TUBE MIN.912 X IN A 83•FLANGED WINDOW)OR SE ,3 ILL YOUR ANCHOR GROUP F MW.912 X I'SMS USED W TEE OR CROSS TABLE 3.SHEET 4. V SMS CNJFTCGIRATION THROUGH 740 SEIZES THROUGH mew 3)FROM SHEETS&S,FWD E NSTALLATION VFW HOLES CASEMENT I NVIAL ATI 8)THE FRAME ASSEMBLY TUBE IS n `+ MEET FOR YOUR GLASS HOLES NI REQUIRED TO BE CUPPED TO I a FIND THE PRODUCTS OES 740 8ERES Am�o THE SUBSTRATE.ALL EXTERIOR �'"�PRESSURE FROM TH E T CEMENT EXTERIOR FRAJOINTS TO BE SEALED BY SISTALLER LABELED'DESIGN WINDOW ASSEMBLY WINDOW 740 BERMS (P3t�FOR SWVGLE WINDOWS ALL �' TUB momCASE 7)FOR ALL COMBINATION UNITS,EXTERIOR . ANCHOR GROUPS. CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION CDC WINDOW' MAY NEED TO HE INSTALLED N o 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMESAT TIP-TO-TIP.FOR SIZES NOT 1C MAX.FROM EACH SIDE OF THE SHOWN.ROUND UP TO THE FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•0_ VF K Af 8ECTION E E fRAME ASSEMBLYTISE AVARA13LEWIDTH ORHE s ••• • • —•–t--•7 CENTERLINE.SEE TAME BELOW. \\tL I/VI DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIM AND GLASS MAKEUP.SEE FIGURES 162,THIS SHEET.4TERWN E Y�11RjWj4GRo1lPFRG�1 T41LE 3.SHEET 4. AdM"AwJm on emb '.o� {LYNN TABLES. • •• • • s ♦ ••i • 8ldaoflbeFremeAnembH Tubs(FAT) �� 0�,.••••••.,,1C(,�_�i 8)USING THE TABLE 2)FROM SHEETS 5-9.FIND THE SHEET FOR YOUR GLASS TYPE • • • • • • • • • v fkA gnebx �� \CENSfi `�PP •• ••• •• • • • •• '444HOOWANCHORS 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED �IGNPREBSlRE(p"FOR WA00VA ATTACHED TOAVER7M FRAAISASS M69.YTUSE' OR'DESKAN n Yddp,� A e.of D No.58708 (TABLE 2,SHEET 4� PRESSURE(PSS FOR WOMM ATTACHED TOAHORtZORTAL ASS9MYTUW, DEPENDING ON WHICH WAY THE FRAME AS9EMBLYTUSE IS ORIENTATED.THIS THE NUMBER OFANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DWENSIOW SHOWN ARE TIP-TO-MP. IRE; > NEEDED IN THE HEAD,BILL WI FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE DTH OR HEIGHT DIMENSION SHOWN ON UIE TABLGS•• • ••• • • �� 1 1 � O: 3rTEOlF JAMBS OF YOUR WINDOW. • • • • • • • • • t W6,do,v Meteor %�8)IN87ALL AS PER THE YOUR WINDOW LABELED'IMIDWVANCHORSREOtMW'(TABLE 2,SHEET 4).DETERMINE THE NU OF ARCHORS NBEOND IN Tft HEAD.SB.LANDVAMW F w tWgM A e.C 6 D :ON� ST ?I4. INSTRUCT�ON�ET2. • •• • • •• s • • 1 0 ��C ••... ••• 8)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2.3•NOTE THATAD=ONAL ANCHORS THROUGH THHE WINOOWARAME INTOTHE SUAMTE MM RECARED(SEE xr•28 0 0 1 ��S SHEET 2),AND THAT MON.912 X T ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME A80EMBLYTU8E(SEE DETAILS ON THIS SHEET). 20'0 1 1 P 9:0 00 • • • • • • • • • • TABLE 2: TABLE 41 Window Anchors Required Jamb Snubber Locations 4PPrevnlasco 81,1s81Y111lkc Oleos PierWo aldira C 5 under 2b•6118' •3{4 PVB SOP Date Oroo An01bt G>WO (Types 1.4 B b) (Types 2,3 8 SA p IlIGA0 - A 8 D A 8 CBD A 8 CBC, A S BO A B OBD A 8 CBD B B a 2 2 a 1r max.Eon order 23' Hs*m a a a 2 2 a 2 2 2 2 3 2 a 3 2 3 3 3 3 S 3 � �� &v 2- Jamb a 2 a 2 2 2 a a 2 2 a 2 2 2 2 a 2 a 2 2 1 Hum 2 a 2 2 2 z —2 -2 2 s 2 2 3 z 3 3 3 3 3 tr max.Eom tr max.trmn Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 oYet 83' each GIVI B 30• each end B 30• Mteadf881 z 2 a 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. �, Jamb 4 4 4 H 4 4 8 4 4 6 4 4 8 4 4 8 4 8 8 HuISI a 2 2 2 2 2 2 2 2 2 3 a 3 3 2 3 3 3 3 4 Jamb 4 6 4 4 B 4 4 8 4 4 8 4 H 8 4 0 8 4 8 0 1.,. Hae018i0 2 2 2 a 2 2 2 2 2 2 3 3 S 2 3 9 3 3 4 3 4 Jamb H 6 4 0 8 4 8 8 4 8 H 4 8 8 4 8 8 4 8 H 4 1)USE THIS TABLE FOR CMJ MteadI8E1 a 2 a a 2 2 a a 2 a 3 3 3 2 3 9 3 S 4 3 ALLtMNDOWBPERTME o(S ELEVATIONS ON SHEET 1. ¢ Jamb H 8 H 8 8 8 8 8 0 8 8 8 0 0 8 0 H 8 8 8 • 5 MIeeM81E 2 2 2 2 2 2 2 2 2 2 3 a 3 3 2 3 3 3 3 4 3 WOMOW TIP- g Jamb 0 8 8 0 8 8 H a 8 8 10 8 10 8 8 10 8 B /0 8 2)FOR SIZES NOT X X X O rn Heaft4l 2 2 2 2 2 2 2 2 2 2 3 2 3 a 3 3 3 3 3 3 SHOWN ROM UP TO Jamb H 8 H 8 8 8 8 /0 8 8 10 8 8 10 8 8 10 8 8 10 8 THE NEXTAVAIABLE a Ml�df891 2 2 2 a 2 a 2 2 2 3 Z a 3 2 3 3 3 3 3 9 NIDTHORFiE1GH7 X at Jamb 8 8 8 8 to 6 8 t0 0 8 10 8 8 10 H DIMENSION SHOWN ON Q Fl WSM 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. X O O (rJ 3 x o � 8 Z TABLE& W Min. MM. Anchor X O X X X c. Mh. EXAMPLE 17 FORWlNDOW COMBINATION SHOWN BELOW.N1H'ANNEALED SOP WYE.MASS. OtouP Anotnr Substrate Edge O.C. Plde Q i Distance Distance Embadrnet8 R�IdtedT 1!4•MASONRY ANCHOR INTO CONCRETE.*701 80 POP�'RCS,NO ANCHOR PLATE �pf steel orator Nohow /4' ANCHORS; Q 0 W r` G. Phe 1 A)FROMTABLE9.ANCHORS0a0ALLOWADPOF+70) t\� * Uj Q A 614sedSMS(Obum.tHor914 S)FOR THE JAMB.FROM TABLE 3.ANCHOR TYPE C HASTHE ANCHORAND SUBSTRATE�SIitED pY�' ��4 w (Y � �U 053 Slud,Or. Oe. AND DOES NOT REQUIRE THE ANCHOR PLATE. 812 H3•T steel SMS(0R) 0H am. 1• C)FROM TAME 2.0 ANCHOR ARE REQUIRED W PAC14 JAMB. B or Mglasame No r• I" D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD B BILL. 2 ante a-)r IMF— No 1/4•steel Umeean 2.8bk Omcmte 1• 4 1.3/4' No E) ANCHOR FOLLOWING GUIDELINES FROM ELEVATION ON 94FET 1. 10• to• T' Hollow Block 2-117' It• 1.114• No p) RULES ON SHEETS 2 B 3.INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4• Id C S.P a SID THE ANINWO{FtEADBBLLL} �� psi' 912,steel SMS(65) 5053-THMK v1H' Yes N' i 4 0 or912,410 83 SMS rJ. Stud .33 r es es neeut:ee>:uTan at8BE8BPBRAIRNOAY 1 914,Steel SMS(O5) Akan. 111 Yes A)FROMTABLE&ANCHORSCB0ALLOWADPOF*?W% 81• ••• • • • • 11" • or914,410 Be SMS eel SAI' ea • • • • • • • 1�(1• / \\\ 8ttw.or.33 as B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAMM ANCHMANO WAS'1 14 • • 13W ��ONY VNM�g�_ 4" 1 4 ea DEBWEDANDDOESNOTI�QIIRETHEANCHCtPLATE •• •• • i i i ••�, •• �C� -r �;'�tCENSFK•F¢+ �� 1/4•steel UummUSt mete 2- 4• ;t-4W14" es t C, 2. 66 C)FROM TABLE 28.8 ANCHOR ARE REQUIRED IN FACJtJ�OAB ••• •• • • •• \ _*/ No.58705 Filled2-0 D)SIMILARLY.3 ANCHOR ARE REQUIRED IN THE HEAD B BILL. 1 3.3601 Oxlcrote 1 No GtCteteFlex Homes 2-1n• 5 b 3 I 1E)DISTRI WE ANCHOR FOLLOWING Ott RDM EWAMON ON SnEET 18•• •3.Bk a 1. 4 ISL i • • • • •�• STATE OF • w,SAW steelunteoon H &wok 1 • 4• -�'\ '•.,.1F)PER RULES ON SHEET$INSTALL 1 AIXXTIONALOR O�THE�RAAIF♦/S�SEMM�I.YTUlE 4•Fi6ed Dlook 2112 b' No BOE�r flXEO CASEMENT(HEAD ALL} • •• • • •• • • • � i�iyo,"MNAL 1)ANCHOR MUST EXTEND A MMHUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A I.YMN m,LER.P.B. 2)ANCHOR MAY BE HEM PANHEAD OR FLATHEAD. P.H.9aaraa • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • li S d4.119-WD TABLE 8: Pros�aretPafl/a9lnelewta a.r�Aaaarcua�e 1)5116"LAW(1/8 AN-.090'PVB-1/8 AN Approved-aseomPhinswlwwo -7/16"AIR-1/8'AN-.090'PVB-1/8'AN) Dare 1 10,15• 27-314' 3C 33.1/2' 1 36' 3r �r dePrata t under 23' ,70/40 701 * 80 *70,40 •TOY 90 #7W40 ,70690 _ By 26151 •701-� *mm *7.740 *7W40 +70/40 + 70, +70,40 *70,90 +70140 *m-W •70680 I wgcm 48• *70140 70!90 +70140 90+70140 +70140 «706 . HEIa91T *70,40 701.80 •70140 + -W *7x40 +70,40 .Tau 1 • .78140 70140 •70140 , •70,488 ,701.77.7 +701.743 or +70190 70!40 +70140 701.843 +701.7&8 +701-73.7 +70670.1 WOM Fes" *70,40 + 2 +701-77.7 + -1.8 +801-824 ,ed-80.9 41-60.3 78• *70190 +0184.8 +70u-7&7 H•8T3 +688.8 +687.2 M•86.8 BEESNEET81&4F�t 84• +70690 +0,.80.4 +701713 +80,.82.1 +/-84.2 WINDOW�AN� QQ~ LOCATIONS AND tIt1ANTIT018. U? ate as TABLE DOW Proseme 0»41 for WbWm Affached to a Ya"Frome m*AssTube a 0 m wtaamawimn }g o to urlder23' &1511V 27314• 30' 33-lir 3F � "O d ❑ Anchor Olwp Anchor cuar9 Andes Oro. And•r Oraup Anchor Grew Anchor Group fA 3 � A B C D A B C&D 8 AC&D B C&O A B C&0 B .86C&D B ACED 0 }- under 23' +7W.90 7x 90 «70-90 +70140 •70190 +70140 +7W40 +70190 +701.90 +701 w «701.90 +70!90 +70140 +a4o +70140 +1490 +T0 90 +70140 0 z 2845118• +701.90 701.90 +7040 +701.90 +10190 «70.90 +70140 +701.90 +70.90 +1x.90 +70140 *7x40 +70140 +7a•9D +7W90 *TW40 +7040 +7W40 N 38318- •7x.90 + .71.8 +70.90 +7040 «T0,et +7090 +7090 +70,.90 +7040 +70140 +7090 +70190 +701.90 +70190 +7 40 +70190 +7090 •70190 N 48' +7W73.1 147.3 +7040 +M40 +184.8 +70.90 +70140 +1x40 +7090 +T0,BZB +701.90 +7x90 •101 78.8 +7x•90 +7090 +70140 *?&-0.9 +70180 F 84818• +149.3 1.84.3 +7040 +70140 4-K4 +7040 +70190 N0f•90 +70'40 +701.83.2 +TW-90 +70.80 +7x74.8 +7090 «701892 +70!•90 +70.84.3 +701$8.2 y n O ar +1.58.5 +/•4&8 +7W.84.7 +TW4o +I-SLB +70181.2 +70,40 +70.7&9 +70.90 +7x-782 *70•N.5 +7x•80.3 «1429 +70.80.8 .701782 +Ta-T7.T +71.7.8 +701.74.3 Z .b or +155.7 1438 +7W.W.7 +70/•8&5 +1493 +70177.3 +70140 +70.723 _77040 +16&9 -TM44.3 +10178.5 N898 +70,.78$ +7.7•7,.8 +71737 +l 87.8 +70,781 y Q 10•MAFRAME X. --�•� I-►-- sMMet.Y ^QU- TUBE TABLE 7• OooW Pressure W br Vft •AUaohed to a Hadaor"Frame Assrnbl7 Tube N j 14 WINDOW gg WWOW VAM T- FRAME t0,roHT eVANDOW g:Aml [ "8' 270114' �" 33.1MC 38' 3r �.- H010H7 Y J�. m' hor Anchor Armhor AnchorG" AmtarOrag -..•ITUBE Ir- P avow &a* WIDTH (4},IF itEB• 0 A9 AO B AC&0 A B 0&D A 81 C&0 10'MAK wKw2r40 +7140 +7x40 +70.8'!.1 *7W40 +70140 +7x48.5 *7W90 +70140 +70/443 +70!40 ADOnWNAI. SEE8l93ET81&4FORYIANDOWANCHOR 28.1018' 40 +7x-90 +70,40 +7x40 +10140 +70!•88.8 *7x40 +7040 +7W-84 +7080 +70140 • • • • • • LOCATIONS AND QUANT171ES.SEE SHEET 11 11q •• 3 FOR ANY ADDITIONAL ANCHORSum'38 3!8' 40 +7x90 +7x40 +W40 +7140 +70140 +7W40 +70,40 +7x40 +70,40 *701.90 • • • •� REQUIRED FOR THE FRAME ASSEMBLY �� O�...........48' 40 +7040 •70140 *701 90 *?am +70140 *7140 +70/40 +70,40 *70180 *70V • •: • : ••: • TUBE. .1- �� 80498' +7140 7x80 +70190 «7x40 +7x40 *7x40 *7x40 +7x40 +7140 +70,4&2 +7W492 +701.892 • • • • 80• +7x40 70140 Dow +70,48.5 +TW A +7W.W$ +7.77.7 +M47.7 •70,.77.7 *70174.3 +70/.743 +701.743 SEE SHEETS 1&4 FOR w01D01N • _*.' No.58708 or +7140 70180 +7x40 *701.84.3 +70178.5 +7.78.8 +7W4&7 +7Wa3.T +7W'W *701.70.1 +TW-Ml +7070.1 LOCATIONS AND QUANTITIES.SEE SHEET 72• +70140 « 47.2 +7077.7 +7W.71.8 +80162.4 +80182.4 +80180.8 +8x•80.9 ,801.80.9 N483 +1-03 +/•1" 3FOR ANY ADDITIONALANCH�O�RS��BL +b µ- 3 !B 13 7 81 78' +7W40 + 84.0 +701-75.7 N3 +68&9 +/•�.9 +167.2 +6572 +657.2 +188.8 Hd&8 M 8 THEF "-"""•Y • :�0 STATE OF �Ot/: •80A +701.71.3 +8x421 *1442 +1842 • • 000 •• • • ••: • • ��/�s .• ` 7 000 1 SHEET 4 FORADDIVONAL CONFIGURATION& A.LYPA�Lf 6nLtES P.E. 2)SEE SHEET 4 FOR SNUBBER RdQUpZMENTB. P.B16670B I FOR GLASS TYPES: TABLE 8: Approved aecomplyta8 With!ha at�n Prmure Cwt tot s e Whitlow%AB Anobw 2)7/16°LAMI(3118 AN-.090'SGP-3/16 AN) D�' '�'�� 7Dt VVIn"Vm *our, a et wdet23• 16It8• 27314• 30• 381/2 3S 37' T_ under 23• +901.1 •190 +0430 +0-130 4 WI30 +W130 +801130 W9.Ioow ; 28.1811V +9W1� 130 +9W430 ,9W130 +901130 +89.130 +BW-130 HEM_ 39318' +9-130 + M +9-130 +8-139 +9Wa39 +9W-139 +801.139 1 48• +w-awo 130 -M-130 +9-139 +9W139 +901139 +9WlW 1_ wmw ta4 W +901130 .130 +99.130 +9-139 .9a•13o +9-,30 +99.130 -•.� ' �•.-- or ,9W-130 130 ,9W-139 +9-130 +9-130 +8W-139 +9W13o `d or +9-139 • 130 +8-•139 E901*1!! 38 +8-13O +8-139 +8W-129.8 =SHEETS 1&4 FOR •�I 7r +9a•1� 130 +901 190 +9-1291 + 1122.8 +1101.113 8 WINDOWANCHOR LOCATIONS AND QUANTITIES. W 78• +901-0� 130 +0.130 � +9-124.1 +8-118.7 ,9-•107.8 84' +801130 130 +8W130 +BW130 +8-118.4 etf za TABLE 9: Dset91 pressure WQ fa Whsmws A9aehe0 to a Vortical Frame Asaemdy Tube Vr -I LL Q� q 0 WlabwWtdib Q m utt�r23' 2615118" 27.314' 30" 36�' 3`' � Archer G=P An dW Orag Anchor Otarp Ann W(harp Melia Oraq AWO GTWP AnOor Omup y A 8 C D A 8 CRO B ACRD A B CRD A B CRD 8 ACRD A e CRD 0 unda23• +7-•90 7W O +7940 +70190 *Mao +M4D +701.90 +701.90 +m-w +701•>a +701.0 +7040 +70190 +7040 +m4O +7.80 +7w4D +70190 +7-•90 +701.90 � Q 2618f18• +7.40 RM9D +Mao +7-40 +70190 +7W4D +Mao +7-90 +701411 +70140 +7940 +70140 +7940 +7-40 +79.90 +7-40 +7-90 +M40 +Mm +Ta•9038.318" +7940 +M-W +7-40 +701.81 +70140 +701.911 +7040 +7940 +7W4o +7&40 +70190 ;?-1-41 +7-40 +70'40 +7W-90 +70140 +7-40 +7-40 +701.89 ow 48• +7-•731 +7&•00 +70140 44.84.8 +70140 +70149 NW-90 +701.90 +70!40 +7-87.8 *M.90 +7&-90 +7&•90 +7940 +7-40 +MM +7&40 +7948.9 +T&40co "W +159.3 44.3 +701.90 +7014D +!•81.4 +79.90 +7W40 +7940 +7940 +70140 +7_•83.2 +7W.0 +7940 +70140 +70'40 +701412 +7-40 +7-40 +70!•84.3 +7&40 n or +1.88.6 •45.8 +M."? +MA0 NS1.8 +7941.2 +7940 +7976.9 +79.90 +7-89.8 +701.79.2 +M.W +7_•80.3 +7.78.8 +M.W +7&.78.2 +70140 +M.90 +7&.712 +M-90 0 z UJ 83• +1•687 1.4'x.8 +701.807 +7989.6 +1493 +79.77.3 +7990 +79-72.3 +7940 +701.86.3 4456.9 +70140 +79.78.6 +7W74.9 +794D +7W7L8 +70140 +7W4R8 0 `to FRAME 9-7 tY fl �(j UP MAX. -- i TABLE 10: 1 Osten Wesatnre LFaI to WhMowslUtflctteG to a ltaltadal Frame AatanDly Tube '•' ~ 0 N e WhdWWtdth WSW -ASSEMBLY aMa 23• WIW 27.314" 30° 33 tf2' 38- 3r HEIGHTSS09 Melia Axha AndW Anchor Andra Mn ha Mcha Gaup Mr3ta Oroup � wtmDOw Atm �' a o Garp Group &W Oro* Gasp 10•MA16 � wom AS All All All 8 CRD A B GRD A 8 CRO (411FREQ 401 9 under 23- +79.90 7&40 +7940 +7940 +70 821 ,M40 +7940 +101.7&6 +7.� +� +701-743 +7940 �T� SEE SHEETS R 4 FOR W NDOWANCHOR � 2618118" +7940 7940 +701.90 +70140 +7940 +79.90 +M4&8 ,7_40 +7.90 +7-84 +70190 +79.90 • ••• • ( IFS •ANCHOR LOCATE AimWJALANC33.SEEg}1EE1 11tI t 38.3!8^ +79.90 7940 +70140 +701.90 +7940 +7940 +79.90 +7940 +70140 +Mao +m40 +7940 • • • • • • • 3FORANYADDITIONALANCHORS �y.( 48" N9.90 7940 +7940 +7990 +79.90 +7940 +7940 +7940 +7&•90 +7&40 +AD/40 +7990 •• • • • • REWIRED FOR THE FRAME ASSEMBLY `�� CEN • �• ••• TUBE. ` . 4t `SR•'•.'P I 60.5x9' +7&40 7940 +7940 +7-40 +7-•90 +79.90 +7940 +70140 +7-40 +M-9D ,7940 +70140 • +7940 70140 +70140 +79.90 +M40 ,79.90 47&40 +70140 +701.90 +7-•90 +7040 +79.90 't� N� *: No.58708 *�� 83- +79.90 701.90 +70140 +701.90 +7940 +7940 4M.W +7_40 +7_40 +70140 +m-W +7990 LOCATIONS AND QVANTITICHORSS.30 SET 3 FOR ANY ADDITIONN ANCHORS _ 72- +79•!01 7940 +7940 +70140 +M40 +70140 +7W40 +7940 +7940 +7&•90 +70140 +7940 REQNOFOR THE FRAME ASSEMBL.Y "ro 78• +79•� 7940 +701.10 +79.90 +7.90 +7940 +7940 +7&40 +M.SD +79 90 +M-90 ♦ •90 wlm ••• •:• ••• ••• ��0'.• ST,=ATE OF 84" +79.90 70140 . +701.90 +79.90 +7940 +7940 ••• • 0.0 • • • • • • �� ........... G\�� • • • • • • •• • • ��ss ((. \� • •• • • •• • #00 1NO • • • • •• //11 II1 Ht\ G. 2)SEE&IEET4FORSNUBBER fl��T a�m"s8m P.E.6687'oS • • • • • • • • • • I FOR GLASS TYPES: i TABLE 11: a es"PreesruetpsOfor stnptew3tdowe AD Anchor Gwips 3)7116"LAMI(3/18 HS_.0W SGP•3/18 HS) 4PNro��ro. ylegnitrWo Window With 7)7/8"LAMI.IG:(3/160 AN-114°AIR-3116"HS-.090"SGP-3/16"HS) In) a Boom 6 3 a10 under 2r 19116" 274W w 33.112' 3r 3r 9)7/8"LAMI.IG:(3/18"T-114"AIR-3/18"HS-.09V SGP-3/18"HS) a°I�mt aProdun t under 23• +801-1� -130 +ea-t3o ,em-t3o .9a-t3o +ea-tso .eoat2o •�G' ' 26.18119" ,901.138 430 +9WIW +90/•138 +901.130 488/-130 139 T_ ^� 39.319• .80/-130 •130 +SX430 49W.138 +90h130 .981.130 +894.138 WINIM 48" +901.130 • 430 +110/430 *x/•130 *tpl•130 +W130 +901.130 HEIGHT liP875• +901.130 •130 +W430 +801-130 +901.130 +901-130 *801130 50' +904.130 -130 +881.130 ♦901-130 4 901-130 ♦8-130 4901.130 83• +80!•130 130 4 WI30 +901-I .88/13* ! 1 ! :'!! - 4 4.- 72' *1.130 130 .001130 *901.130 +8W-130 +907 i� •0W-130 IDTH 78• *90V-130 ♦ 130 +901-M *801.130 +804.130 +W-130 +904.130 SEE SHER"1&4 FOR W I� 84• +894.130 •130 ♦90F130 .8W-730 *801-130 (n I LOCATIONS AND CIIIANTIT1ES. ojf T 1 De91gt Pressure Ox*ft Wbdwo Attached to 8 VaftW Fwars,Assmn*Tub" O Wt M ddt ands 23" 2518118' •314` V33112 35' 3T O Archy G=p An"(roup Anchor 0" ADO M Group Anchor Group Anchor Group Anchor Crate A B C D A B C8D B gCBD A 8 C&D A B C&O 8 C&D A B C&D under 23" +701.90 701.90 +701.90 +70140 *781.90 +701.90 *701.90 *704.90 *7740 .701.90 +7940 ♦7940 +7740 +701.90 +7740 +701.90 +70140 +704.90 +70140 +7W-9D r 2518118` +70190 70140 +70140 +70140 +701.90 +7190 +70140 *70!.90 ♦70140 +701.90 *70!-90 +701.90 +7740 +701.80 +70140 ♦701.1 +701.90 +704.90 +7-9D +70140 (n z 38.318• +704.90 +01.71.8 +70140 +70190 .7041 +7.90 +701.90 *70140 *7890 ♦7190 *70'•90 +70140 *78'•90 +701.90 +77.90 +701.90 +70140 .704.90 +70140 •701.90 48" *7.731 57.3 +70140 +77.9D *184.8 *7190 +701 9D +77 90 +7740 +7790 +7747 8 +701.90 +7740 +7090 +7740 +70140 +701.90 +7740 ♦77.85.9 *w-w 89.3 154.3 +7190 +7743 +181.4 *7740 *7790 ♦77 90 •7740 *77 +77432 .740 +7190 ♦704.0 52 ♦70140 +77482 +7740 +7190 +77.84.3 *7111-90 (L tM' +15&6 /458 +77.84.7 +70140 -151.8 ♦77412 *7-80 +77.78.9 *7740 +7WM.8 +701.70.2 .7740 +77503 +77.78.8 +7740 +77.762 x7790 +70140 +77-71.2 •70190 O Z lw�U r 83` +1.567 1-0.8 +77487 +7018&S -14&3 ♦77.77.3 .7790 +77.723 •7740 +77 3 H889 ♦70140 +7W78.S .7744.9 +774D +701-718 +77.93 +77468 +187.8 .7740 (n W Q a U FAME D U 18-MAX. -►� I+--- A88E46�Y TUBE TABLE 13: - - � Design Ptesswe(ps0 Nr Wbtdows Attaotted to a Haizordai Freate Assembly Tube `^" 4 T WINDOW T; e Wtrtdav wk0h WI HOW b ce tinder 17N18" 27414• 30` 39+-t/2• 3tt" 37' HEIGHT •Y j 0E8•-� Anchor Anchor Anchor Anchor Anchor Anchor Group ANWGraip UBE1' W ADDITIONAL t�+3 is o Group Craw GmuP Group Croup Grarp IM MAX. � yam � (44IF I 6 AD AN AN AD B A.0&D A B C&D A 8 C&O l4AtFR0O oa under 2r *70190 7790 *77-90 +77-80 *70152.1 +779D +77.90 +7W78b *MM;D *77-90 *701-74.3 +70140 � Atm SEE SHEETS I&4 FOR WMDOWANtAfOR 26.18418- 4M.907790 *7790 +M-90 47740 +77.90 *WKS +?WSW +7193 +701.84 +7740 +77-90 LOCATIONS AND QUANTITIES.SEE SHEET 111111 1! ••• • • • •(4k jP Raj 3 FOR ANY ADDITIONAL ANCH°R,4 L / 38,98" *7790 7790 +7740 +78'-90 +70140 *7790 +7790 +701.9D +7190 +W-9D +77.9D *7" • • • • • • • M MMDFORTHEFRAMEASSEMBLY O�� /// 48• +7798 7790 *7790 *77.90 +7798 +77917 +7790 *70140 *70190 +70198 *7190 + •• •i •• TUSE. ��• �CEN$F'• //� 80&8 +7790 7793 *77.90 *7740 +70140 +7790 +7740 +7190 *7183 *71.90 +7190 +70190 �: 88" +77.10 77.90 +77M *7790 +7790 +7790 +7790 +701-80 +70190 *7-83 +7Wg0 + fiV ETR P&4F11AW8OCWANV" =*; N0.58706 ^ 83" +7-90 7790 *701.90 +7790 +77.13 *77-90 *7W9D +7UPW +70193 +77.80 +70790 +701.90 3LOFOR OP18ANDITIONAL CHM.BEE ET 72' +7790 77� +7790 +77-1 *TO 90 *77.90 *77.90 +701.93 +701-90 *70190 *7N 9D +7190 REO R RNdEASSEMBLY t +70.90 7790 +77 90 +7740 +7790 *7790 +70-w *70190 +?790 *70490 +70/90 9D •R18E• • •.• • • STATE OF 84" +7790 7790 *77.40 +7790 +7793 •70 90 ••• • •• • • •.i • i s �i�G�` ,)W"E74PORADD1nONAL COMPtOURATX . L11r11}` N1 A.�m+ssuan,P.& 21SEE SHEET 4 FOR SNl89ER 1UPMEMSM. go 00 go P.E9ti87� • • • • • • • • • • I FOR GLASS TYPES: TABLE 14: ` S)7/8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-.090"PVB-118"AN) APPrwxd m ewaPhlag whir Ike Delp Reeaora Neo 1-r Sh a YdrMowa,AB Amar clxaupe Fturw"taw r4 odc 1ftcbw1/5dth unit 2r 18118' 274W 39` WWII! 36" 37• T- I MI ml a a wider 23• +70140 + +70!-90 +701.80 1 +701.90 +70190 +70190 1MODOM �r 2545/18• +701.90 401-90 +701.80 +MM +7-40 +701.80 +Tm40 HEKW 38318` +701.90 • +70140 +701.90 +7W40 +70l-90 •70140 1 48• +70140 + +701.90 +70190 +70.90 +70890 +701.80 J- 1 5044 +70140 ♦ +70140 +70140 +701.90 +7040 +701.90 -4 wimoow 50• +70190 + 40 +70140 +70140 +7" +70148.8 +70164.6 Wom or +70140 ♦ -90 +70190 +70140 +70147,2 +701.84 +701 78.9 SEE SHEETS 184 FOR 72• OR +70140 + 40 •701-88.8 +701-81.6 +8-70 +801 89.4 +W.87.8 ��AHA D LOCATIONS AND QUANTIT018. 78• +70140 + +70148.3 +701.7&7 +801672 +8- 2 +80-a$ a 84• +70140 + 40 1 +70141.3 +80170 1 +W.W.8 I } to r atl a T 18• N r O Design Pressure 4mQ or Wkslum Atl"ohod to a VeAoat From Aaeembt7 Tube a- � r WMdow WMth 0 m under 23• WOW •314 33• 36• 3 00 MolarOmup Anchor GmW AnchorG" AnelarOmP Anchor<3rroup Anchortnoup Anchor 13" CL Q A is C D A B C80 B A.CBD A B C80 A B I Can B A.C80 8 A.080 (n wber23' +70140 +YW40 +7-40 +70140 +70140 4701.90 +70140 +70140 +701.0 +7m40 •701.80 +701.90 +70140 +70/.50 +70140 +7014!1 +70140 +70140 +70140 E- 2818118' +70V 90 + 40 +70/90 +70140 +70140 +7-40 +70140 +70190 +70190 +7-40 +T" +70140 +70Y 80 +70140 +70140 +70!40 +70140 +7m40 +70140 0 Z 39-&W ♦70490 + -71.8 +70140 +7W40 +70141 +70/-80 +70190 +70140 ♦701.80 +70140 +70149 +70140 +70/40 +701-811 +70190 •70140 +70140 +70140 +70140 (n z 48' +M-73.1 .3 +70140 +70140 +144.8 +7" +70190 +70140 +70190 +7-01 +law.$ +7m40 +7--90 +70178.8 ♦70190 +70190 +70140 +Tom" +70140 5044 +145.3 64.3 +70190 +70190 +161.4 +70190 +70140 +7190 +70190 +70190 +701632 +70140 +70x90 +70174.8 +70140 +700492 +70090 +70144.3 +70190 �.., 80• +16BA 46A +70164.7 +70140 +161.8 +701-81.2 +70190 +7017&5 +70140 +701.89.8 +701.702 +701.90 +?"-3 H62.S +70740 +1017&2 ♦70148.8 •7-71.4 +70194.8 � Q. 83• +146.7 43.6 +701.89.7 +701 .5 +149.3 ♦70!-77.3 +70190 +701.72.3 +70190 *MMS +149.8 +701.90 +70L7SA *t4u +701472 +70171.@ +70144 847.0 +70179A O Z FRAME V ,�,� A88EMBLY ] g 10'MAX. TtJOE Q R U •g T Ji TABLE 101 woo" DeeOn Pmeswe Qm#for WMdowa Attach W to a Hortsenlal From Ascent*Tube 7-- HEIGHT a WkamwWAdh wrderxi• 18118• 27014• 30• 33.112' WINDOW FRAMEH01Wtr Y I ADDTONAL - 4 ANCHOR ' 8 Anchor Onwo Orchor ho AndwGroup Anchor Group An*WGap TIIBE (4),IF1 4 iL A5 AB All A0 B A,C 8 D A B C 8 D A B C 6 0 W MAX, SEE SHEETS 184 FOR WINDOW ANCHOR a LOCATIONS AND CILW ITIE8.SEESHEETADOITIONIAL ozr rarder23• +7-40 ♦0140 +70M +70140 +70142.1 +70140 +70140 +70t78A +?am +70140 ♦701.743 +M40 3FORANYAI�ITWNALANf410RS 1111 Ijf 2616118' •70140 • 40 +70190 +7-90 +70140 +707 90 +701-88 8 +70140 +70190 +70144 +70190 +7014o • ••• • • • REQUIRED FOR THE FRAME ASSEMBLY �� 38318 +70140 +01-90 +70190 +701911 +70140 +7-40 +?W-W +TOM* +Tm40 +M40 +70140 +7m� • • • •(4 8+ •• TUgE ``�� 48' +70190 +0140 +70190 +70190 •70140 +70190 +70190 +70190 +70190 +70140 ♦7-90 •70740 • •• • • • • .� :'y�CEctS�c 5o4w +70190 0190 +70140 +70140 +70140 +70140 +70140 +70140 +70140 +70140 +70140 i7m90 • ++-�• • • • i4f No.55705 80• +70190 40 +70140 +70190 ♦70190 +70140 +70169.8 +7016&8 +7014&8 +70164A +70164.8 +70164.8 SEEBHELaT8184FOtWNI�W 83• +701.90 40 +7-40 •70140 +701472 +701472 +70194 +70144 +70144 •7017&9 +701-78.5 +701.79.5 LOCATIONS AND Qt1APITITIEB.S@E 8tiEET _ 72- +70140 -W +7m4&6 +701615 +8-•f0 +10 +801 N•4 +80169.4 +M M4 +W47.a +W.8TA +8WW.8 3FORANYADDITIONIMANCHORS �b' fgt� �� IRED FO THE F A1del Y ��0' ST TE OF 78• +70!90 40 +7014&3 +!017&7 +8-672 +801672 +801662 +8-86 2 +801682 +80163 3 +8-63 9 +8-13 3 P • • �i FCOR10p•' �� 84• +70190 9D +70161.3 +801.70 +80161A +80161.8 TrE• • • • • • • • ��F • i i• • ••• i• ••i i i s10NALNOTM "'8W.ET 4 FOR ADORIONAL dAMPLE CONMURATMM a Ll"m PALUIP.PA. a)SEE ttHSEr 4 FOR 8Nu88ER t8:E1lN1tEMENTB. PE.95B706 i ••• • 0 0 ••• • • IT: GLASS TYPES: TABLE 4PMerN ae oos, P � a 8)7/8"LAMI.IG:(31180 AN-1/4°AIR-3/16°AN-.090'SGP-3/18"AN) PI>ta9 utlb tbo IN isip M7orlda sold C a 8)718"LAMI.IG:(3116"T-1/4°AIR-3/18°AN-.090 SGP-3118"AN) wle _; Wdawwwm AroAr adsr 23' tats' 71-314• 301 334/7 3V 3r 81 Das Prods , wider 23• +901.130 + .130 +9(11-130 +8x-130 +8M-130 +011-130 +901-130 28.16118• +99-130 130 +9111-130 +80E-130 +8x-130 +06130 +8x-= } 38,'48' +901-130 4 •130 +901430 +9x-130 +9x430 +8x-130 +8x430 WINDOW 48• +8x•130 •130 +9x•130 +W430 +9x-130 +8x•130 +900-030 HEIGHT 80448' +9x•130 •13o +9x.130 +9x430 +9x•130 49x430 +9x4311 1 80• +801130 •130 +=430 +9x•130 +801-130 +9x•130 +901-130 s3• +0x430 + 430 +8x•130 +90f-130 +8x.130 +901-130 +9111430 -4WIDTH wm- 77 +8x-130 430 +9x-130 +9x-130 +9x-1 +8x-126.8 48x-1117 78• +801.190 -130 +8x-130 +�I.130 +80412&2 *�-11&7 +BQI-109.11 SEESHBETSVANDOWANCHO1&4 FOtt aW 86• +8x-130 130 +0x-1311 +9x430 +9x•11&4 R } ~ LOCATIONS AND QUANTITIES. a� z TAKE 18: N r C DesIM Prasswa(0180 Pot Whdmrs Attached to a VwtkW Fame Assem*Tube (' Q} LL FTI Wid=Wdh j� ,§ W W 0) wrier 23• 26 8118• 27-3/4 v 331!2' 33' 3T 8 $ d 0 C) Aw.ha G" Andra Crap Andra Gtatp Andra Oroup Anka G" Am him Group An"GMM � 3 A D C D A 8 I C&D E AC&D A a C&D A D C&O H 1 AC&O A 1 9 C&Dit 0 wader 2a- '. x90 +701-90 +701.80 +7x•90 +7940 +7x•90 +7x•90 +70'•90 +7x-90 +70'•90 +7x•90 +70'-90 *Mao +70140 •7x•90 +7x•90 +7x40 +7x40 +7x-90 28.18!101.90 +701.90 +70140 +7x90 +7x-90 +70(•90 +7x-90 +70'•90 +701.90 +701.90 +7x•90 +7940 +7x-90 +701.90 +7940 +7x•90 +7x•90 +7x!!0 +70140 (n 39.318 .71.8 +70190 +70190 +7x41 +70190 +7040 +7940 +7990 +70140 +70190 +7x•90 +7990 +7x90 +70190 +70140 +7940 +70140 +70190 +7940 !� 4V •87.3 +701.90 +7x-90 -140.8 +70140 +70190 +79.90 +70190 +701.90 +70147.8 +79.90 +701.90 +701.90 +7940 +7x40 +7x49 +7940 +79.88.9 +7x40 4 00-x8 •86.3 +79.90 +701.90 +141.4 +70140 +7x90 +7x40 +701.90 +79.90 +7x.83.2 +7x•90 +7940 +7x•90 +7990 +79442 +70190 +70140 +79.84.3 +79.90 ' 80i5 8 +7x847 +1x40 -141.8 +7941.2 +8040 +79.78 9 +70140 +79 M 8 +7x•70 2 +7x +7x40.3 +79-78 8 +7940 +7x•782 +7940 +79 90 +79-71.2 rT9 90 >OZo3' .43.8 +79.80.7 +79.89.8 -1A9.3 +79.77.3 +7x40 +79.72.3 +70140 +7x•88.3 +14&9 +7940 +7x.70.8 .7x•74.9 +7940 +79.71.8 +701.90 +7x408 -147.8 +7x40 (D Q FPAelE D U 10'4;AXr--� A96EMBLY- T� TABLE 19. QN •�, Deep Pmemn B+sQ to Windows Altedied to a HodaonW Fmm Assam*TubeWEIGHT+ 3 �1 wp e g� HEIGHT VA dour tAS9h W FRAME g wider 2r 28.16118" 27-3!4• 30• 3344 38• 3r HEIGHT Y x AnoMr Andior Aaotar Asha Anoka Anotia� Anclar Orap TI9s WSW ADD q� 'g ANCHOR a.a x GwuP &-P OroW QrouP Crap • 1VMAX WIDTH (4�IFREM 4� A9 I All A0 A9 B A C&D A a C&O A B C&0 SEE SHEETS 1&4 FOR WINDOW ANCHOR order 23• 47990 70180 +70140 +79.90 +70142.1 +79.90 +7940 +79.7&8 +79.90 +7940 +79.74.3 +7&40 ADA.DITIONAL LOCATIONS AND QUANTITES.SEE SHEET t t 1 I 1 I 2816118' 470/90 7990 N940 +7x40 +7980 +7980 +79 89 8 +70140 +7x90 +7944 +7990 *M4% • ••• • • •• a(4� RFT• 3 FOR ANY ADDITIONAL ANCFitgiB �� y 1 YNN 38318" +7!)140 70!40 +7940 +7940 +70140 +701.80 +70140 +79.80 +701.90 +7940 +7x40 +70/40e • • • • • • REQUIRED FOR THE FRAME ASSEMBLY `�. pC1 . 48 +7980 70090 +701.90 +7940 +7940 +7990 +7980 *79401 +7x80 +71440 +7990 47940 •• • ••• • TI)9E `� ��•''�,�CENBF'•.• �� 50418' +7990 7x90 *70140 +70140 +7940 +71480 +74090 +7980 +701.80 +7940 +7x40 +7940 • ••• F"i • 80' +7940 7990 +7x90 +7940 +7990 +79.90 +7940 47990 +70990 +70140 +7014D +7940 SEESHEETS1&4FORWNDOWANCHOR =� No.89705 Sr +70140 7990 +70140 +70140 +70140 +79.90 +7940 +7940 +7940 +701-90 +7990 +7990 LOCATION AND QUANITM&SEE MEET t 72' +7990 7940 +7990 +7990 +79.90 +7990 +7990 470140 +7990 +7940 47990 +paa0 90 • 3 FOR ANY ADDITIONAL ANCHORS •REWItEDNOR TNA#4AMEASSCj�63LY • ST[ATEOf �4 78' +70140 7990 +79.911 +7x40 +7940 +7x90 +7x•90 +MM +7x•90 +7940 +7940 + hUeE • • • • • • • SOT'.. F \i • • • • • • • • ! oR!DP. .•'C9 84' +79.80 7940 +7x•80 +711.90 +7990 +70140 • • t• • ••• t• • •i i t ''��SS1�1V/\t- �N•`• No es • • • • •• • /jrrrinlr`�� 1>BEEl.8ET4FORADDITIOMAL CONFIGURATIDN& A.11101 wtLER P.9. 2)SEE SHEET 4 FOR SNUBBER P.E.5 am ••• • • • • ••• • • i j TABLE 20: Item Dwg.# 1 Deamipton Material ASSEMBLY DETAILS . -sj 1.124•J — 1 MM Mein Frame 4ead,Sill&iamb 8033-TBAhan NAL 434• 2 7071 Anchor Plat 8083,78 AIur& ALL DETAILS SHOWN FROM THE INTERIOR 128' 2ettr 3 7003 Sash7op.BaktomUltleftell M78 Alum 4 7008 Frame Cor r Ke NOR Steel .439• •OR 2.701• S 7009 Sash Corner steel 3 6 7078 Frame Gm&4t Vinyl Foam 1.1tN 082` 11 7 7072 SashComerjaultat Vinyl Foen 2.784. 2138* 8 7070 Bulb We ram .187°x.275" flex PVC 70 083 10 7024 Maxim Mid -Point Lodz Md SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME i1 7026 Lock Plate Steel O SILL&JAMB BOTTOM&SIDE O ASSEMBLY TUBE 12 7014 Multl-LockK r steel ASREQUMDPER CORNERS #7002,8083.78 #7003,6063-T8 #7004,8083-T8 13 7013 Tie Bar GuId4 Nylon TABLE 3.SHEET4 2 1 14 7015 Tie Bar Asse bly Steal or as 1S 7028 Maxim or WWo.24" Steel 1 2303' 16 7027 Maxim Dual mt O rator,W Wa24" S" 1 � 040. 1.000• t�I+ �� 17 7630 0 rotor t vw Foam7 WS' T1 423' — t-+--4 + — 18 7031 Operator Plate Steel J IMrJ 19 7651 OoetatorSolicarBlock Nye I FIXED •09r 20 7032 Stud Bra* Steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 Operator T &Slider Dual Arm 2 #7071,8083-T8 UO #7008,8083-T8 70 #134,8083-T6 22 7023 E rens Hln He Manus.by Truth Steel 23 7050 Egrets HI ashable HO Mand. Truth steel 6 24 Snubber An -blowoutclIp Steel 31 Ours Seal Sp6wr stsel 32 1713 Sattin Bl x 16"x 1-114" EP�1 33 1714 Settin x 7/1&'x 1- 4" EPDM 85 3S 1 7036 Land Bead 61 6083-78 Alum. • 36 7042 Laml Seed C 8083-TS Alum 37 7059 Umd Beed O-TO Alum 1 38 1224 Vin Bulb (Thick) flet Pvc 70 36 BEAD s 36 BEAD C 39 1225 AnO Bulb Thin flex Pvc 70 #7030,0063-T6 #7042,6003-TO SO 0owB99S*onS9MsddIng INTERIOR 6D 7008 Screen Frame 3103.414 Alum —+{I 1 61 1 7040 Screen Com rKe PoHP�ene 8 1 62 Screen C 0 Fiberglass 63 1635 Screen S E e EM.PVC 4 870• 64 320 Semen S Stektleas Stac 70 134 Add-on Fla a SM70Alw" FRAME 71 7004 Frame be 6063-T8 Alum BEAD D so iti 32x 2" h.Pn.Meeh.SaTYPE B SteWeae steel CORNERS 37 81 1157 #8 x 2e Ph Pn.SMS stdrdeee steel 8B #7059,6003-TO P"rored la rnmptyleg With t4v ncle 82 #ax S"FI.K SMS Steknless Steel •• go a a Date 83 08 x 7/8"FI. h.SMS Stainless Steel ` LYNN r� • • • • • • • W. oMa: Rar e7om M w a er t 84 #8x i"FI.Pit TEK Stemless Steel N��pC�, s�1[��i,��• •• • : l% 85 #8x 1"Que Pn Shedee Std �� :'' F �, • • • • • �° two ReWsbW 86 #8X 1-1/2 Ph SMS r No.68705 87 #10x P Pn TEK 89 #1044x 9 "Ph Pn.TYPE F 8mtrrlaes Stee! Q :JY P ororr, 90 #12xi"Ph 7EK stalntwasteet !'anti` • "0' AND CORNER VIEWS J ROSOWSKI .�O,c•. �f?P• :��: .to7"p Ha.oDYQ� ire: eN.Vsrr %3ATI EME�IT WINDOW DETAILS-LM&SM 08108/12 ♦ •r` •• .o0.r 529 L •4 ` 34*1* s•reo/eroaos soots eroedrp r% Rar ^r rrPAU dans P a CUL OF AWH. #29296 CA-740 NTS 10 OF 10 M D-CA7a0-LM P.ea ae7o3 • • • • • • • • • • ••• • • • ••• • • 'Igrida BuL;ding Code Online http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVX... POW DepclttRottd BCS Home f tog to I user Registration I Hot Topics ( submt surcharge ! stats&Facts i ftbkallons I FBC Stag I Bcrs sae Map I Unks I Sears, I Bus nes product Approval Pro essi I 8R-Public User Regulation Product Aoomval Menu>P@.duct or Aookatbn Search>Aookatbn List>Application DeW Y FL# F14334-R6 Application Type rmation Code Version 2010 Application Status Approved Comments Archived Product Manufacturer C Masonite International Address/Phone/Email i ow oa West Chicago,IL 60185 (615)441-4258 • •• sschreiber@masonite.com • • • • •••• •••••• Authorized Signature Steve Schreiber •••••• •• •••• • sschrelberomasonite.com • •••••• Technical Representative •900 • 004, ••• ••••• Address/Phone/Email *00000 •• • ••i•• • Quality Assurance Representative •••••• • • Address/Phone/Email • • • •••••• Category �.In Doors • Subcategory g Exterior Door Assemblies • Compliance Method Certification Mark or Usting Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity .1 Yes n No fl N/A 1 of 4 5/14/2014 11:10 AN ?lorida Budding Code Online http://www.floridabuilding.org/pr/pr_app_dtI.aspx?pamm=wGEVX.. Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products FL!! Model,Number or Name Description I 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door 11-1 Impact Rated Lim of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.POF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO120.Ddf Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.3'-0"x 6'-8" FL4334 R6 AE 504A.Ddf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for •••• additional information. 0 • • • 0*• • • 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and 0/S!% %Qgor • •• • o Impact Rated • • Limits of Use Certification Agency CertiG"q :009:0. ; Approved for use In HVHZ:Yes FL4334 R6 C CAC N10059 .101) •••••• Approved for use outside HVHZ:Yes Quality Assurance Contrail Expiration date • ••• • •• •• Impact Resistant:Yes 04/30/2015 ••• � 000000 Design Pressure:+70.0/-70.0 Installation Instructions•• •• •• • •• ••• Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.Ddf.6 a 0 0 • Building Code including the High Velocity Hurricane Zone, Verified By:National Accrelitatibnf&Manapemerjt Institut 0 and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: •••••• Minimum Design Loads for Buildings and Other Structures, Evaluation Reports • • • • • does not exceed the design pressures listed.3'-0"z 8'-0" FL4334 R6 AE 503A.odf •• : •••• : •�; max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque 0/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.odf Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R6 AE 501A.Ddf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R6 AE 501A.odf max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes 2 of 4 5/14/2014 11:10 An lorida Building Code Online http://www.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVX... required.See anchor detail DWG-MA-FLO121-05 for additional information. ' 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelltes Impact Rated Umlts of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use In locations adhering to the Florida FL4334 R6 II FL0120.odf Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R6 AE 502A.odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelltes Impact Rated Umits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 • • Design Pressure:+50.5/-50.5 Installation Instructions • • other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO120.odf: �•• •••• •• •0• Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditffion&Managernertt Institute • and where pressure requirements as determined by ASCE 7, Created by Independent TIWJj0j 1F • •• ; • • Minimum Design Loads for Buildings and Other Structures, Evaluation Reports • 0 0 does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R6 AE 502A.pdf • • :*boo: max nominal size.Hurricane protective system is NOT Created by Independent ThArt"PtY:Yes •• • • • required.See anchor detail DWG-MA-FLO120-05 for 6900 • •• •• additional Information. •• •.. • • •• 069 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed US and O/S Dopf w1 jog w/o Sidelitgs •• Impact Rated • • • • •••••• ••• Umits of Use Certification Agency Certjticatg 0 � • Approved for use in HVHZ:Yes FL43 R6 C CAC NI005930.04.111317 •• ••• Approved for use outside HVHZ:Yes Quality Assurance Contractlxprration DaW • • • Impact Resistant:Yes 04/30/2015 *000 Design Pressure:+50.0/-50.0 Installation Instructions Other.Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0123.udf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R6 AE 501A.adf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelltes Impact Rated Umits of Use CertiRcation Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0122)df Building Code including the High Velocity Hurricane Zone, Verified By:National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R6 AE 502A.odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 for additional information. --- Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 3 of Snannia t rim AN 71orida Building Code Online http://www.floridabuilding.org/pr/pr_appjtl.aspx?pamm=wGEVX... The State of Florida Is an WEED employer.Copyright 2007-2013 State of Flo da.::Privacy Statement::Access8>iAv Statement::Refund Statement Under Florida law,emall addresses are public records.if you do not want your e-mall address released in response to a pubk-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mall.if you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emals provided may be used for official communication with the licensee.However ema9 addresses are public record.V you do not wish to supply a personal address,please provide the Department with an emal address which can be made avallablo to the public To determine If you are a licensee under Chapter 455,FS., please click JMM. Produd Approval Acceptor M GM No E aTatcr 0000 9 • • • 4141•• 0000•0 4141 • 4141•• • ••41.99 00 • 4141•••• • •9941•• • • • •••99• 4141•• • • • • • • ••••00 41a00 • ••41•• 9.99•• •• • •41••• 4141 4141 00 9 •9••41• • •419••• • • • • • • •9941•• ••9419• 4141 • 0000 • • 4 of 4 5/14/2014 11.10 AN NOTICE OF PRODUCT CERTI.PICATION - ru Company: Masonite International Corporation Certification No: NI005930.01 x 1955 Powis Road Certification.Date: 02/17/2005 West Chicago,IL 60185 Expiration Date: 04/30/2015 - Revision Date: 05/23/2011 Product: Fiberglass ImpactBltted Opaque Inswing or Oatoving Door w/and w/o Impact Rated Sidelites(wlWood Frame unless noted) Specifications Tested To: TAS 2011242/203-941ASTM E330 The"Notice of Product Certification"Is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represen product conformity to the applicable specification and.that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certif ed Product Listina at wwwNa certificationcom. NAMI's Certification Program Is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number x Configural ion or or Maximum Pressure Test Impact Drawing Number& Outswing O a ue Side PostNeg Pressure Rated Comments X I/S Opaque 390"x 8'0" +70%70 2.86 psf Yes NCTL-210-3102-1 Mwdmum Panel Size:3V x ST Single Anchor Detail-MA-FL0121-05., X O/S Opaque 3'0"x 8'0" +7000 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 8'0" $ Anchor Detail-MA-FL0121-05 XX I/S moque 6'0"x 8'0" +50.5/-50.5 2.86 psf Yes NCTL.210-3105.1 Double Maximum Panel Size:3'0"x 8'0" Anchor Detail-MA-FL0121.05 XX O/S Opaque 6'0"x 8'0" +55/-50.5 6.0 psf/ Yes NCTL-210-31054 Double 8.25 psf* Maximum Panel Size:3'0"x 8'0" Anchor Dail-Mia-FL0121-U5 XO/OX IS Opaque Door 6'0"x 8'0" +50.5/-50.5 2.86 psf Door-Yes NC11 zits-3105-1 Single w/Sic elite Glazed Sidelite Sidelite-Yes An L0ichor -MA,F2145 XO/OX O/S Opaque Door 6'0"x 8'0" +551-5{0.5 6.0 pso Door-Yes NCTL 210-3105-1 PaneSingle w/Sid lites Glazed Sidelite 8.25 psf* Sidelite-Yes Mwdmum atcimr>3eta,7lMA-FLo121-osn OXO IIS Opaque Door g'$"x 8,W, +50.5/5{0.5 2.86 psf Door-Yes NCM-210-3105-1 Single w/Sid liter Glazed Sidelites Sidelites-Yes Maximum Floud-8os„ Opaque " " + i i 4. • i • NCTL-210-3105-1 oxo ods opaq > 9 o x s o 5s - 0.5 6 ofr r Yes • • • • Maximum Panel.Size:3'0"x 8'0" Single w/Sid liter Glazed Sidelites �..7.�lSf:.. l delites Yes Anchor Detail-MA-FLo121-05 OXXO US Opaque Doors 12'4"x 8'0" +50. /--5 .86 psf ' ''Doors-Yes NCTL 210-3105-1 Double w/Sid lites Glazed Sidelites Sidelites-Yes Maximum Panel size: 8.0" Anchor Derail-MA-FLO1LOi21-05 OXXO O/S Opaque Doors 12'4"x 8'0" /- 5 .6. fl . . NCTL-210-3105-1 W •• . . AaWs-Yes Maximum Panel Size:3.0"x 8'0" Double w/Sid liter Glazed Sidelites 0• . �.$.2 �psft N1i elites-Yes Anchor Detail-MA-FLORM *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Aayes,VA 2 Tel:(804)684-3V4 taxa.(I ft f 5122 NANII AUTHORIZF'" 1A7fUW- :0 • 149"MAIL OVERALL FRAME WIDTH C U HURRICANEBELLEVILLE FIBERGLASS DOOR UNIT 20D.L.O. PANEL WIC HTHi 37.5" MAX. Q 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I�FRAME WIDTH [>; V3O ® ® ® ® tjj CL 2 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM DESIGN LOAE S FOR BUILDINGS AND OTHER STRUCTURES.ICEE Li 2. THIS PRODU GOES N07 REQUIRE THE USE OF ° O HUR1 8 PROTECTIVE DEVICE (SHUTTERS). p 3. POLYURETHAf E CORE FLAME SPREAD INDEX OF 50 AND SMOKE EVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TE TING OF FIBERGLASS FACING: TEST DES CR PTION DESIGNATION RESULT SELF IGNITK) TEMP ASTM D1929 752 'F > 850'F >:•c RATE OF BU NTNG ASTM D835 0.58 IN MIN C-1 SMOKE DEN ASTM D2843 53.4% W TENSILE STR GTH• ASTM Dti38 3.2X DIFF • COMPARAT TENSILE STRENGTH AFTER WEATHERING c 4500 HO if ARC METHOD 1 DOUBLE DOOR UNIT W/SIDELITES a > � EnSOto � � N 30 z z m1 r0� Q IL oa p¢ o ao® 1313 ® ® ® ® ® ® ® ® za o =m ; o = gw Lr] flu" : U. 0 L0u 0 L-ill 0® • N �1� U81.17 DOOR UN11 cwaF DOOR UNIT SINGLE DOOR USIAM j0dL 14j f 4ftRES DOUBLE DOOR UNIT WZSIDEIM NTH 10 IT WITH SIDELITE • • •••• •• •• • •• • U._1_1_1_ O U 0]Q Z •• ••• •• WHERE WATER lNnLTRATION PERFORMANCE I5 DESIGN PR SURF REQUIRED TO BE 15X OF DESIGN PRESSURE WE: 2/71/05 TABLE OF CONTENTS G MAX WID INSWING OUTSWIN INSWING IN 0 G" SCALE: N.T.S. SHEET DESCRIPTION X 5 0.0 A-�O5 -70. 10• -19.0 +70.0• - 0.0 +70.0 -70.0avc.9r. SWS I E ATION & N RAL NOT . - 18.0 -19. 40. -40.0 + .0 50.52 CH R LOCATION D AI X or X + 19.0 - 9. -40. + . pb gy3ANCHORING NS lS OX 1 + 0. - •19.0• - 9. i4 -40. t55. KURT BAI TtwZOR MAIM NO.: OXXO 149 +50.5 -50.5 55. -50. +1 -19.rf +40. • -40.0 +55.0 -50.5 FLORIDA P.E. • High Dam Threshold esign 158533 DWG-MA-FL0120-05 SHEET_L ofso 0 00 so 3 i ••• • • • ••• • • r —� 00 6` SEE DETAIL 3. s" s" s' I I t "-Is` b' I— Z O O — -{ w O_U s" 4 z 2 M7— —j I - N — — Lr)U n M r O W a •�-' �I- - — SEE — Lj � n !EE DETAIL — - — W W — — SEE DETAIL c. J- 9 a — 6° 6` 3" v e io r C �I 1 1 I 1 I i o 3" 3• 3' 3"tj 3» g" 3`tij 6' 'I 6' Q. 8" SEE DETAIL 6" V$i Tn to 18 x 2-1/2" zo1�,It, ASTRAGAL RETAINER BOLT HOLE m MUST BE DRILLED THROUGH N N U Z #10 x 2" THE THRESHOLD & INTO THE A w w w 8 x 2-112" ooza:Ir # STRUCTURE DEEP ENOUGH z L,1 Z #10 x 5/8" DETAlL "E" ASTRAGAL g ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW �-o a w #8 x 2—1/2" #10 x 3/4" ' o 10 x 518" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL o ❑ # / #10 x 3/4" AS SHOWN. 0.124'ANNEALED•-�,- DECORATIVE INSERT 110 x 2" •• 00 %• I (OPTIMAL) DETAIL "C" i i '••e*<' ' .0124"TEMP. • •• • • • • ••• • DETAIL "D" TYP' of ••i '•i '•' i i • woUmaZ ALUMINUMSPAM $6 x 1-1/2•PHS GATE 2/11/05 ... 1 • ••• • 932 . DOW 832 AC ulnbNtl64 S=L* N.T.S. 0.962"� 1.75"2�jj 1.047' i•• i i i i` i i i„fir oR EWw Ili �p owe.BY: SINS 1.375" �"°®� • • • • • • • �ggglg �. cm.eft T T c•m'_7 T : :' go* :' TYAICAL GtAZtNG DETAIL Do DRAWINC Ne.: INSWING THRESHOLD OUTSWING THRESHOLD HICH DAM O/S THRESHOLD IMPACT RATED CLASS DWG-MA-FLO120-05 SHEET 2 OF 3 ••• • • • • ••• • • • • • • • • • • • • • • • • • :00.: 0 00 00i SEE DETAIL 3' 6' 6" Q � "E' SHT. 2 ( 3' .3 (_ Z �-- 6" L 3"—I I 3j O U I U I, �� 6. 6'�1 �6. 1- n.OU 6' � m _ Lo rnlVL I-- N SEE D" SHT. 0 E DETAIL (��p�}. w SHT. 2 \J w s 8 8' LT 6' io o e r6' II ;. o 3' I 3" 3" 6' SEE DETAIL 6 6" yi ; y� F' SHT. 2 6' N N N N ` z Z-' a wO w� d' NOS N X{Tix HAAENT DETAIL N�� Z 1. CHOR ANALYST FOR LOADING CONDITIONS PREPARED, IGNED AND SEA ED BY ROBERTO LOMAS, PE -U'Ab y 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND " z w {FLORIDA #6251, ) WITH THE LOWEST (LEAST) o z z"a c FASTENER RATIN FROM THE DIFFERENT FASTENERS SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED a=v��g BEING CONSIDER D FOR USE. JAMB, HEAD, AND AT 5-1/2" CENTERLINE. THRESHOLD FAST NERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. P,W. - #10 WOOD SCRENS OR 3/16" TAPCONS. A PHYSICAL '00 SHIM MUST BE LACED IN SHIM SPACE AT EACH ANCHOR LOCATION. • • • • • •• 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50"� • • ;�i i ii• - • • • •MI • a ti.. l ' MIN 0.2505r wwt�UmaO ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEWEMENT s �, • • . 0.25 z OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM 01M MINIMUM EMBEDMENT OF 1-1/4". CL -� �� CL - �-- �h 21105 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 9c"' N.T.S. • • � ••• •i• ••• •�• OwC•er. SWS TRANSFER LOADS TO STRUCTURE. • • ' ••• • • a«.sr 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICA: WQOD BIfiJ<` •• TRPI�QC 00 0 MASONRY DRAM Na: ANCHOR INSTALLATION • XTCHO INSTALLATION 0WC-MA-n.0120-os 3 OF J • • • • • • • • • • i I, Luis R. Lomas P.E. 1432 Woodrad Rd. Manufacturer. Masonite Lewisvft,NC 27023 Report#-.504A t 336-945-9M Date: 12/29/09 Product Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA FLO130-05 DWG-MA-FLO153-06 DWG-MA-FLO168-07 DWG-MA FLO122-05 DWG-MA-FLO132-05 DWG-MA FLO155-06 DWG-MA-FLO170-07 DWG-MA FLO124-05 DWG-MA-FLO134-05 DWG-MA FLO156-06 DWG-MA FLO172-07 DWG-MA-FL0126-05 DWG-MA-FLO140-05 DWG-MA FLO160-07 DWG-MA FLO174-07 DWG-MA-FLO128-05 DWG-MA FLO151-06 DWG-MA FLO162-07 DWG-MA FLO175-07 Anchors to be auallfled: 1.#10 Wood screw,for installation in wood frame substrates. 2. 3/16"11W Tapcon,for masonry installation Anchor capacity In shear condition. Fastener type:#10 wood screw (NOS 2005.11.3) Side member:Douglas Fir-Larch Main member:Spruce4ine-Fir Side member thickness: t,= 1.000 in Main member thickness: to= L500 in 0000 Side member dowel bearing strength: F.= 4.650 psi Main member dowel bearing strength: F.= 3,350 psi • • 0000 0000•• Minimum required penetration: 1.330 in Screw beetling yield strength: = • 80,000 psi • Duration Factor: C•= 1.6 Tabulated lateral design vokm 00 0Z= 107.0 Ib•••o•• •• 0•• Allowable Value: Z'= 171 Ibs/arachor Mode IV •• • 000000 Fastener type:3/16'r W Tapean N.O.A.07-1126.10 •••• Substrate:Hollow block •Soso • i•••s• • • 0000 • 0000• Minimum embedment: L25 in • • •• • •• • 0000• Minimum edge distance: 1.13 in Minimum t to C spacing: 2.29 in••• • • • • •• •• • 0000•• Tabulated shear design volae: Z= 112 lbs Actual C To C spacing: .00 in • Minimum edge distance: 2.63 in C to C spacing factor: W i•i • •• • • 0000•• Tabulated shear design value: Z= 197 lbs • •*so:* Actual edge distance: 2.50 in i 000 • i••••i Design value per interpolation: Z= 189 Bas 0 too* Allowable Design Value: Z'= 189 lbs/anchor 99:0 • Minimum anchor capacity: 171 lbs/anchor Note:Anchors wllh the least capadty In used nor cakuhalians to quaff anchors w/da higher capacity. Anchor calculaVons,minimum required anchors against stars with burro tfaesFald: 36.38 Design pressure: 85.0 psf Area Load Ind. Allax. Anchor zone fits) � M) O.C. cap. Loaf Result A2X]1 79.25 fin) abs) pbs) At 2.3 195 WA WA 171 2 98 OK Al A2 7.7 656 6.00 18.00 171 5 131 OK Single. Pressure away from straps: 36.38 ' Design pressure: 85.0 psf Area Load Ind. Max. Anchor Al I Al 2aae O.C. Cap. Load Result 79.25 fft2) ) ) �) abs) Qty Qbs) Al 10.0 851 6.00 18.00 171 5 170 OK N • ' q tG E M c9'�••tff'`.► ---- • AT OF i ` Luis R.Lomas P.E. •, i'�►�• Q► • FL No.:62514 1 of 2 �/ 4 R� �`•,`' 1/7/2010 t�� • • • tttt111 Luis R. Lomas AE. 1432 Woodford Rd. Manufacturer. Masonite Lewisville,NC 27023 Report#:504A 336-945-9698 Date: 12/29/09 Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf ' Area Load Ind. Max. Anchor ]IA2 Zane (ft2) ��) } O.C. . Q'YLoadResult 79.25 (in) (lbs) (lam) Al 2.3 195 WA WA 171 1 2 98 OK AZ 8.9 753 6.00 18.00 171 1 5 151 OK Anchor Locations: 36.38 6.00 Tva. 6.00 rvP. t 6.00 i 13.45 MAX.O.C. • •• s • ••• . e•0••• • 0000•• • 0.0.06 • • • • 0000 • • •0••••• • • 0.00•• 0000 • •6••• ••000• •• • •�••• 79.25 06600• • ' 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 4i ;00 i��ttlttf(11��f. ~° , {/TAT OF min Luis R.Lomas P.E. FL No.:62514 2 of 2 1/7/2010 . . MIAMI•DADE hHAMI DADS COUNTY • 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 OF ACCEPTANCE OA ,vwmmlamidade.sov/"onomv PGT Industries 0 ogy rive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and tk,@ AHJ may immediately revoke, modify, or suspend the use of such product or material within tboij jurisNation. REib••:• reserves the right to revoke this acceptance, if it is determined by Miami Dade 4eouttty Pr9ftl!Fontrol •• Section that this product or material fails to meet the requirements of the applicabld brig codb' • •••'•• This product is approved as described herein, and has been designed to comply Ne hWie Florida Build"" Code, includi • • 000000 ..... ESCRIPTION:Series"CA-740F Fixed Casement"Aluminum Fixed Windsww*1AXI. .. ..:..' PRO NT: Drawing No. MD-CA - e ix wtails— LM", sheets I through 11 of 11, dated 08108/12, prepared by manufacturer, signpa vn j sealed byAnthogX•;;, Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval•stangp with:he•Nbtice 9f • Acceptance num a Coun Product Contrd'i%&t13n. .... :"'•; MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. •••• LABELING: F.a units a or oxo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. FA tyOA Na i2-I218_ll`� 1 u M L QTY p Expiration Date: April 11,2018 � � t Approval Date: April 11,2013 Page I PGT Industries r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series CA74OF aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTL-7063,dated 09/17/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS • . . .... ...... 1. Anchor verification calculations and structural analysis,comp)542with 16Gr2010* • dated 12/07/12,prepared by manufacturer,signed and sealed W fthony Lgntt Miller,••• P.E. ...... 2. Glazing complies with ASTM E1300-04 •••••• ...... .. . ..... D. QUALITY ASSURANCE ' .. .. .. . ...... 1. Miami-Dade Department of Regulatory and Economic Resogmt* ER) •, . . . . ...... E. MATERIAL CERTIFICATIONS : :....: 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont 1eNemourjWibo.,Inc. • for their"DuPont ButaeiteO PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGias®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated December 10, 2012,issued by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. r I Of A "17A111.7 Manuelrftre ProducT-Cointrol EAamlifer NOA No. 1 -1 11 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 ane•umaNATeo NIe•lAL4nATa0 NABS STACK I --- GM868TACK DEMON PRESSURERATING IMPACT RATING GENERA NOTES:SERIES 740 yAR1ES, RATED FOR LARGE&SMALL a' s .t•rarPotr ane•AI�erEALaDoa IMPACT-RESISTANTFIXED CASEMENT WINDOW sEE ETs9to MISSILE IMPACT RESISTANCE 1u' cKAu eurAara Pve IIMAT4nfNt Srle'AMOIAMOR GLASS GLASS 1)Two PRODUCTHAS DESIGNED&TESTED TO COMPLY • 98 Kao WITH THERSWIR OF THE FLORIDA SUILDINGCODE, WWIDTH !I �t, GLASS INOLUDWGTHE HIGH Nr'VISIBLE UGIT WIDTH(DLO) - 4 r3 HUTTERS ARE NOT WIRED WHEN USED IN W1ND'BORNE — 8,SEE SHEET 2 1�8'TE �� 11f18'GLASS DESWS REGIONS.FOR TED GLASS INSTALLATIONS 4" �' NTE V B ABOVE 30•IN THE HVH4 OUTBOARD LITE(CAP)MAST 4'MAX. 1 1 ___TEMPERED. 19.0.C.MNL 50 6e 3)FOR MASONRY APPU TIONS IN MIAMMMDE COUNTY,USE IF JAMS 18 32 ONLY MIAMI-0ADE COU APPROVED MASONRYANCHORS. OVER GV. MATERIALS USED FOR CHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 GLASS TYPES 2&3 PINE.ASTM 090 CON TE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER R TYPE,SEE TABLE 3,STREET 4. I� N� MICK A aSEE NABS STACK BI16'lA6UNAT� GLASS STACK GLASS 4)ALLTEM CONS WOOD RED iX KS THAP11.1/CTt/CI(ARE TOBE 8B' lStiEET2 HEIGHT GLASS STACK NASSeTACK CONSIDERED 1X gNST TIONS.IX WOOD BUCKS ARE VISIBLE OPTIONAL.IF UNIT 18 HIED DIRECTLY TO SUBSTRATE. LIGHT �.ANW GLASS 1N AtliSPACa N�eA�nsr Tl.�ilacNA88 WOOD BUCKS DEPICTED 2X ARE 1-ire THICK OR GREATER HEIGHT 1X AND 2X BUCKS USE D)SHALL BEDESKINEDTO (DLO) N SVIAWEPNe � GLASStrao mmoNietw PROPERLY TRANSFER L TO THE STRUCTURE WOOD SUCK TgMPEM3lte AtareAtaDdt DESIGN AND ABTA LATI NIS THE REBPONISIBILITY OF THE 23'O.C.MAX 0-\ Gun amumm� NeATsrliBHon+EHecbow ENGINEER OR ARCHITE OF RECORD, S=JAMS IS B)ANCHOR EMBEDMENT O BASE MATERIAL SHALL BE BEYOND 89'OR LESS. <3 11119'GLASS 11118'GLASS WALL DFWM04G OR USE ANCHORS OP SUFFICIENT Lil 9T NTE EMBEDMENT AS SPECT DON TABLE 3,SHEET4.NARROW 1 1 JOINT SEALANT�USED ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCH SHOULD BE SEALED.OVERALL 23'O.C.MAX,IF I S 19'O.C.MAX.IF 31 so SEALINGNI A8HIN0 TCOY FOR WATER RESISTANCE OF HEAD OR BILL —��—*y F HEAD OR SILL 3t 32 32 INSTALLATION SHALL BE BY OTHERS AND 18 BEYOND THE IS SV OR LESS. SCOPE OF THESE I GLASS TYPES 4&6 GLASS TYPES 8&7 G)SHIMS ARE REQUIRED IATEACH ANCHOR LOCATION P.ELEVATION OF FIXED C�ASEM]ENTLWINDOWtwMK THE PRODUCT is NOT U8H To THE SUBSTRATE.USE TYra' me•tAm3 CAPABLE OF TRANSFEW ING APPLIED LOADS.MOD •1A988TACK OTHERS.MUST BE SURF=MY ANCHORED TO RESIST NA888TACK LOAM IMPOSED ON THEM BY WINDOW. TABLE 1: 911MTR/OROCR VPAatBPACa AT$TRflNOTNHtRO 7)DESIGN PRESSURES: bless Types Stkeet# ans•TsmPSaso CLASS —AV MA A.NEGATIVE DESIGN L BASED ON STRUCTURAL TEST NAA4 SR A81EALEDOR PRESSURE.FRAME SIS AND GLASS PERASTM E1300. 1 6118"Lauri 118 -1 An 8 NPAr4rrI tI1 N Res B.POSITIVE DESIGN L 8 BASED ON WATER TEST PRESSURE. 2 7118"Land 18 An-.090'8GP-3118 B —T• STRUCTURAL TEST FRAME ANALYSIS AND GLASS 3 7118'LarW 18 HS-. SOP•3118 HS 9 1 8'1!1 (GLASS PER ASTM E1300. 4 718"LemL I3 118'An-7118'Alr-1N"An•.090" S-VB'An 10 37 81 LwnL G 118' 11 -1 An-.090'PUB•118'An 7 8)THE ANCHORAGE ME OD8 SHOWN HAVE BEEN DEBNGNEO i TO RESIST THE OUTAGE CORRESPOI�ING TO THE 8"An- 14"Air-3118"An-.080"SGP-3118'An 8 REWIRED DESIGN PRE RE THE 33-10%STRESS INCREASE 7 K9 18"An-114"Air-3118"HS-.0�'SGP-3118"H 931 so HAS NOT BEEN USED IN DESIGN OF THIS PRODUCT.THE 1.6 8 7/8"LSIId 8"T-114 -3118"An•.OBD"SGP•3118"An 8 ' 32 LOAD DURATION F WAS USED FOR THE EVALUATION OF 8 718"Lend i(3 8'T-114" -3116-*-W- •311 118 APPw escomplylagxitb e ANCHORS INTO VIOOnD CHORS THAT COME INTO CONTACT GLASS TYPES 8&9 F1°PAI WITH OTHER DISSIM ACt{�FMATERIALS SHALL MEET THE •• ••• • • I I 1 r • •• t REWIREMENT80FTHE ORIDABLIIDINOCODS FNJR • Radsad Bt Date. RenMtar M at t t CORROSION RESISTAN • • r`��io�1p. 8� /�,r Br 9)REFERENCES:TEST R1 EPORTS M-70A3879,3880,3724: GENERAL NOTES--..«.«-.-..-..---1 ••e •• yV�i `• • 'i`7.'*4r,m RB1l 000. Rolwom ELCO ULTRACON NOA OO CRETEFLEX NDA;ANSItAF&PANDS ELEVATION-- 1 � AC: No.68705 FOR WOOD ON AND ADM ALUMINUM DESIGN GLA23NO DETAILS-....»..-.-.-.•..•1 ; j ASSEMBLYS CA.�NS„-W,,,,,4• ••• -Gia G3 w GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR ANCHOR oUANTITIEs-...--»4� • %p P AT of • 'a • Orate • • ��ip•. i �• • 1070 TECHNOLOGY ORAE r4fx DEB�PRE --••w-•••••-•••• • �,F '•.. Oma• • • N.MICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08112 ASSEMBLYDETAL8IBOMW.-. Ii •• di S 9N �� • • P.O. BOX 1529 • L/ti",1® Ai- Py Nocoms; rL 34274 N Sw" aDmfs o. PNev A LYIWIPa �moc-C sute P�Irs CERT.OF RUTH. X29296 CA-740 NTS 1 OF 11 MD-CA740F-LM . •. .. . . . •• •. INSTALLATION INSTALLATION INSTALLATION EDGE OPTION 4 STANCE —I ' --"� FDS DISTANCE OPTION 2 OPTION 1 INSTALLATION amu INRA TM INSTALLATION ANCHORSANCHOR DIRECTLY PER ANCHOR ANCHORS DIRECTLY INTO 2X WOOD. REQUIREMENT BUCK WIDTH INTO METAL EMBEDMENT INTO MASONRY. _ t TYP.ANCHOR 114r MAX Ty SHIM EMBEOMENTAND •i: ASRHat11REro ffi12STEEL EDGE DISTANCE •+ 4 PER TABLE 3. 2 8ELF•DRILLING PER SUBSTRATE. 3 SHEET 4 SMB.SEE TABLE 3. SHH TAtlLE 3 SHEET 4. AS REG PERT � 2 1 SHEETIL EET4 t';, DADEAPPROVED 3 EDGE MULLION.ALUMINUM. DISTANCE STEEL FRAMING OR 38 39 STEEL STUD. 3$37 ••'• 35.37 EMBEDMENT.r, l VISIBLE LIGHT WIDTH(DLO) ----� a EXTERIOR 70 WINDOW WIOTH F�®� HORIZONTAL SECTION A A BILL&JAMBS SEE DETAIL,r„ AI.BELowNOTAlk NOTES 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS WINDOW 1)USE ONLY SUBSTRATE•APPROPRIATE / COMBINATION UNITS. WIDTH:WINDOW WIDTH•7 HEIGHT V1816LE ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT•7 o ANCHORS LISTED ON TABLE 3.SHEET 4. / ANCHORS MAY NEED TO BE LIGHT FOLLOW EMBEDMENT AND EON 10'MAK INSTALLED THROUGH THE DISTANCE LIMIT'S,ANY INSTALLATION / / WINDOW FRAMES AT 1(•MAX. BUCK OPTION SHOWN MAY BE USED ON ANY }T FROM EACH SIDE OF THE FRAME _____,__ HEIGHT SIDE OF THE WINDOW. 1 — A88EMBLYTUBE CENTHRWE. � RIOR �/ 2)ALL WOOD MX2t8 LEW THAN 1•UY SEE TABLE BELOW. AdOlTHICK ARE TO BE CONSIDERED 1X 1MAX. —►I / MOD iRaw Arab= � 0• TWm(FATI INSTALLATION&*WOOD WCKS ME OPTIONAL N4daav Anelat MAY BE INSTALLED DiRECTLYT'0�8UssmTH.WOOD BUCKS SEEDETAILA2,BELOW c WY2h A 8.0&0 DEPICTED AS 2X ARE 1•If2•THICK OR L GREATER.IX AND 2X SlJCK3(WHEN USED) 23••2A0 0 1 SKOLL BE DESIGNED TO PROPERLY2B•� t t TRANSFER LOAD$TO THE STRUCTURE 38 3S WOOD SUCK DESIGN AND INSTALLATION svvbwow Tip HowAAnNarTi C 8 0 18 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM 17,.9LW 0 0 SHIM THICKNESS TO BE 114'. 28••280 0 3 t 1 DETAIL 1 DE1 SAIL 4 Al Approved eaauR t7lagaUbthe FiorSta5.d.1 •• ••• • It1lNfl • ••IXWOOD F •`� b ,�� • ftvipiow SEE NOTE 2. •• �� J i•;+•�� • 8 7 �1 THIS , •• • Q'•i• • • '.e>*E• Rolf d Sr. Ogle: Rovkim ' TYP.ANCHOR 114•MAX SHIM ^*: No.58706 EMBEDMENT AND EDGE — Groan By DISTANCE PER SUBSTRATE • '1 ''•.�j. '`' '•.<,: .;...'; EMBEDMENT •�• Z* ;w� — GENERAL NOTES&ELEVATION J ROSOWSKI SEE TABLE 3.SHEET 4. OONC1tE rt `., PER ANCHOR • ••Sa ••• ^ '�• r •'• ••• • t�fi ••F(gpiDP.• 1* 01070 TECHNOLOGY DRIVE 79W. Dote: �� ♦ ` ♦• • N.VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 REQUIREMENT'- • ��7j tS/0 +4 `,_�i•• •• INSTALLATION ANCHORS ION !•jll r r,n,l�i t , NOKOMIS,�;FL 134274 So/ /Madel; Sada: Sheol: Woetng No. Ror. IXSUCKSTHIPINTOMASONR. VERTICAL SECTION B-B A.LYNN MILLER,PE P.F�e�oe �. �,,C,n, #2e288 CA-740 NTS 2 OF 11 MD-CA740F-LM • •• •• • • • •• •• i I � I FIXED CASEMENT O FIXED CASEMENT I CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO) Approval asCOMPIAMwu4the FlurNa QoluloN(C-. MDOA111FIGURE 2: 740 SERIES/ it mtDA"ddr'P1 L .' IE D FRAMEW ,,,•,.r ASSEMBLY HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: 4 10'.SEE NOTE 7, D 1)DIMENSIONS SHOWN ARE THIS SHEET 740 SERIES TV--TO-TP DIMENMONS FOR EACH ---CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOT LL 7/ 1NUNDOW' Lj SHOWN.ROUND 1P TO THE NEXT REMIT IW T40I AVAILABLE DMHENBIDNm81HDTH N OR $Q SERIES FRAME 740ERIES E (� FIXED ASSEMBLY RRAME (CASEMENT. RIES PRDWCT d CANT TUBE A88EMBLY (CASEMENT.AWNWGTIAC EO WINDOW E TUBE CASEMENT)MAY BE ATTACHED TO a J a i� THE FRAME ASSEMBLY TUBE.FOR �. tl T4OF= ALL WINDOWS.USE THE WO�YSA NOA FOR ANCHORAGE,SIZE AND LL WIDOW (V a r y, DESIGN PRESSURE LIMITATIONS. 0 O 'SEE PRODUCT'S NOA FOR 3)ALL WMIDCINB ON THE W 0 M INSTALLATION SPECS COMBINATION UNIT MIST SABLE 70 m Z 740 SERIES / / INDIVIDUALLY COMPLY WITH THEFIXED s / REQUIREMENTS OF THEIR S CASEMENT y �� RESPECTIVE NOA J F- Z WINDOW / m Zz 4)FRAME ASSEMBLY TUBE TO BE Luu 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN FOR SINGLE UNITS: WAVWOM CASEMENT INDOW" WI DETAILS,WITH MIN.USE X SAME t� METAL BCREMRI.USE Tl1E SAME (n V7 (n SPACING APIA QUANTITY AS THE e[ 1)DETERMINE YOUR WI SIZE MMI.#12 X 1"SMS THROUGH FRAME OPPOSITE FRAME MEMBER. AND GLASS INSTALLATION HOLES FRAME ASSEMBLY S)THE FRAME ASSEMBLY TUBE MAY 2)KNOWING YOUR ANCHOR .I,UASSEMBLY - � NOT EXCEED SY IN LENGTH(AS USED LL AND SUBSTRATE,OETE MM.812 X BE IN A83'FLANGED WINDOW)OR BE P i 4L YOUR ANCHOR GROUP FRO MN.012 X 1.9m USED IN TEE OR CROSS TABLE 3 SWEET 4. 1"EME TNROU6F1 RXXIFICHURATIONS 3)FROM SHEETS 0.10,FIND INSTALLATIT UGH ON HROUGH TCASEMENT HOLESINSTALS)THE FRAME ASSEMBLY TUBE IS Yv SHEET FOR YOUR(GASB HOLES WINDOW° HOlE6 THE SUBSTRATE.ALL EXTERIOR REQUIRED TO O c SIX FIND THE PRODUCTS DES: PRESSURE FROM THE TABLE T40 F FRMAE TCA EA 1EttlT JOINTS TO BE SEALED BY MISTALLER U dr LABELED'DESIGN CASEMENT. ASSEMBLY WINDOW 740 SERIES (PSF)FOR SINGLE WINDOWS, WINDOW TUB FDfED t)FOR ALL COMBINATION UNITS. ANCHOR GROUPS1. tet, E CASEMENT ADDITIONAL INSTALLATION ANCHORS a� c HORIZONTAL SEOTION C•C \j 4 3 WINDOW MAY NEED TO BE INSTALLED 4DIMEWXWONS SHOWN ARE TiP• FOR SIZES NOT THROUGH THE WINDOW FRAMES AT NSI10"MAX.FROM EACH SIDE OF THE BHOVNN ROUND UP TO THE D D VERTICAL SECTION E E FRAME ASSEMBLY TUBE 11111 I I l l// AVAILABLE WIDTH OR HEI FOR EACH WINDOW IN ACOMMNED ASSEMBLY: •• •1�3T GAL SF.cnQN • • •• CENTERLINE.SEE TABLE DIMENSIOINSHOWN ONTHE • • • • • �� 10M ANCHOR AON.WMolroaeRegWwd11 � �,�••••.... 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.8lIE FIGURES U&2,TYii BH�ET��yCR�E i . 'l;• IC£NS8•'•.,•P �� TABLES. • •• • • • • ••• • oM0•Freme TULa A ?, �. •,.* �� 8)USING THE TABLES 2)FROM SHEETS 0.10,FIND THE SHEET FOR YOUR GLASS TYPE. • • • • • • • • • ' wkwm AOWKK •• ••• •• • • • •• LL VMh A 8,060 *? NO. T MgNDOWANCHOAS 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED WWOWANCIWRS REQUIRED•(TABLES 2A&2B.SHEETS 4&S}THIS MUST BE DONE FOR EACH WINDOW IN _ (TABLES 2A&28,SHEETS 4&0), THE ASSEMBLY AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION BROWN ON THE TABLES. ?3'•2&0" 0 1 ANCIHOR6 NEEDED w THE • ••• • ••• • • �•• 1 DETERMINE H ''G:., 3 r 13 �u c RU.AND JAMBS OF YOUR ''A BTATE OF S WINDOW. u. DOWANCHORBREQU/RFD'(TASLEB�1&i28SHEET84&B�Q®fERO�IETHEP BBROiANCNOR8NEEDEOMTHEHEAO.SAIAND u.4 Wimpy Ani PLOW JAMES OF YOUR WO�IDOYR+. • • • • • • • • A B, .......... 0)INSTALL AS PER THE 0)INSTAHJ.AS PER THE INSTRUCTIONS ON SHBBT•2-3.MWU THAT ADDITIONAL ANV-RS T► T1�Y N yry•me u i.y�'Mfi SUBSTRATE MAY BE REQUIRED(SEE �•• 0 H 'i/,S1ONAL,11 INSTRUCTIONS ON SHEET 2 SHEET 2N AND THAT MON.S 12 X t"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TSE(SEE DETAILS ON THIS SHEET) 28'. 1 1 ALYION idRIBR,PJL PE.9d0ms • • • • • • • • • • IN { Vol r�n�c�000lc�or.�c�[�r�rao_�aaouc�oolvlr�ur�ac�nr�oc�o '""''' [KiMIC�Ir�Q�lQQI� �IQQQQ.... 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IL:.,�u.��E�1�oomQvoo©o�oQo�lc�oalalfminc>tmoE:ioQE�oc>t , �....©©.........am©QE7©©©tel©�7©©©©DElE7 - • apl©DDOQE�E7QQE7[7E�oE7QE�E�E7QQE7E�E7Q[•7[? .""KiM C 1;©Q©©QQQ©QED©m©©©4©EiEIEI©©HHHH©©©0©EJ • R'" E�QDEI00.........E7Q0E7000QOQ....... • ©©©©©©m©©©©©©©m©©v©m �*�olvoomQE�oE�ol000r�E�mooE�miQol�Ei©mlr�E�Q000 E L E �©IkRQ"WARM..Q.©©Q.....E7....©©©EIEM]QE!©E7 [ I3Cl;olY7E70voQElO[lO�ooDOQE1E70i1E1ElQQo00om0* [s",�:�i©I©Q©QQQQ©E#©�©QQ©©©E7�1E11�]�1E7©E�EIQ©DE7E7 n ©[^I�7jOIE7E7000QOQOQOQOQ[7Q[7E7E�Q[]QEiQE70E7OQlE�� [�L�'�1©Q�©©©Q©©©©©QQ©E7ElE7E7©ElQ©E7©©©EIEIEI© �[�z3�lvlOt71[71r•7onE�IvoDE71QOE�QQE�E710[:�iCl[�7E7omE�uOli�101101 [=7TS[m!QI©Q©QQQF�Q ©©F�QF�Q©E7ElElE!©�1E7©El E7©QVE�E7 ..__ '[7.....E�[7....[7E70E7<l[7OQv[I ...IOvE3OmQE7 • • �[ ....©..QFC©©©©0©©E7....©......... Q.,,L-�I©IDQQQE�QE�o[I�]E'�......W""Um"""m...... © © © • QED.��;©Q©F�QIF�QE31.......QE7E7E7EaE]....Q©©©ME7© � �I II !OI�QQiil[�7QQm1[IIE�QmmoQ[f�moo®fllE�oEk]mQ"ILNK7mn E i I©I©Q©�1QQQQmQ©Q©©©....E7....E7E7EiQad l�:C.7miI�LlE710®QI[]IE�Iwa]ESV[>;][F�OQ�1mQ0fi�mfi�llfi�m[Uma] Q 7©f©QQQQQQ©QQ.QQ©QE7ElElElE7..I"EN*7QE7�7 ��;mIiF�EIOmfF�Qmmii•7ffl0ib7fF][I][]fll�miil �.:. mar mpi 0 NFL �E3r'"'°�L�iafE�iii� �--�Fg�►'E��*i..�Tim � ��••��,, t��.I�Tt`i.0�[:-'Q.0 ®1[�7r;�.6.�1.ETJ. IC�R� •., KIM, y 1' - TABLE 26: ---- - Window Anchors Required(Over 3r on Short Side Mansion) �pProrcd m eun IYlsgvtlb 1be auuaa wl Cd Dotc f And-Type y 8 C D I A 1 B 1 C D A 1 B C D A B I C 1 0 A Cj 0 1 A 1 5 1 D A 1 3 1 CA C D A B 1 C 0 M As Dab tYadnc � 1 urlm 23" Shoe 1% 4 3 3 3 3 4 S 3 4 3 4 4 4 4 8 7 B 8 29.15118• L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 " oA Slde 4 3 3 3 8 3 4 4 5 7 4 4 8 7 8 " 81Ce 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 e 4 b 3 5 0 4 8 4 8 7 4 B. 4 8 4 b a 37' < 4 3 3 3 4 3 3 4 3 4 3 3 4 3 1)UZTN18TA8LEF�tALLWINDOWBPER 3 3 4 8 T 7 d 4 5 B THE ELEVATIONS ON SKEET 1.DIMEI IS Lon44" 3 4 8 3 4 b 8 3 3 8 3 3 SHOWN ARE TIP-TO-TIP. LL Shat Skis 4 3 4 B 3 8 4 8 7 4 8 8 4 4 8 8 8 2)FOR 817E8 NOT ,ROUND UP TO THE 44.114" 8 3 3 8 8 3 5 8 3 8 8 3 S 8 S 6 6 8 0 0 8 NEXT AVABABLE T OR LONG SIDE I�� IoR 4 3 3 4 3 8 4 4 8 DIMENSION SHOWN ON THE TABLE. 7 7 4 6 7 4 7 4 4 7 4 7 4 4 4 83118" Shat SWO 4 9 B 3 4 4 8 4 10 B 1 8 3)THE WINDOWS SHORT AND LONG SIDE MAY J 7 8 6 6 7 8 4 8 4 6 4 BE 8hon Zai 4 3 3 4 B 8 8 4 8 0 8 B 1 8 � � ff.7111 Long swe S 4 7 9 5 8 7 9 S 0 5 8 0 8 0 8 5 8 8 7 8 4)SEE NEXT SHEET FOR ADDITIONAL. N rj e• Shat 4 3 3 8 7 4 8 4 9 B 1 8 1 8 INFORMATION. 1BLL b 8 8 1 B B 8 1 6 8 8 1 8 8 8 1 8J-r 8 S 8 8 S 0 S 8 8 6 11 8 � 1 O l�L f0 8 8 8 10 5 B 8 11 8 b 8 11 b 6 1 S 90091 4 3 3 4 8 3 3 8 4 9 b it8 bLon Side 10 S 5 8 10 6 6 8 11 8 8 8 11 8 6 9 11 8 6 9 11 8 9 1MS 1 0 8 Q On 4 h 71 8 0 8 8 5 6 11 8 8 8 8 9 972" LSift 10 8 9 11 8 8 1 8 8 9 11 8 9 1 W3 3 8 7 4 4 T4` on 1 6 8 9 1 8 8 1 9 T 0 9 128h 3 4 d 4 TB" 9 1 8 8 9 1 7 12 8 9 8 9 12SW SItN 3 4 3 6 3 5 7 4 O � Lona SW@ 1 101 37 p 7 10 1S T 7 0 13 T a 4 3 8 8 4 3 6 3 101 4 0 9 8 U. of 6110n de SALE :FOR WINDOW SHOWN BELOW;7118'ANNEALED LAML GLASS,IW MASONRY o O ANCHORS INTO CONCRETE.+70-81)PIF OF REOIMU.NO ANCHOR PLATE r 10• tC OI:'K rL a' 00 0 WNANCHORS. 2! SEES ERATE A `? A)FROM TABLE 9,ANCH O S O ALLOW A DP OF 470690. / A)FROFIXSDM TABLE a ANCHORS C 8 D ALLOW A DP OF♦70f 831. •• • • • • • THE tt11HIi1 ll�� B)FOR THE JAME.FROM T 3.ANCHOR TYPE CHAS THE ANCHORAND SUBSTRATE • • • • • �• �F�T B,FROM TABLE 3.ANCHOR TRE THE AS TH R PLATE. `` I. DESIRED AND GOES NOT QUIRE THE ANCHOR PLATE. 108' / • • •• • • • • SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ` C)FROM TABLE 2 0 ARE REQUITED N EACH JAMS. �� • • • • • 81)FROM TABLE 2B,8 ANCHORS ARE REQIARFA IN EACH JAMB. . K 87• / • •�•• sk: No.68705 D)SIMILARLY.2 ANCHORS REQUIRED IN THE HEAD a SILL \ D)81MiLARLY,S ANCHORS ARE REQUIRED N THE HEAD a SILL / j-at%%, E)DISTRIBUTE ANCHORS F LLOWNG GUIDELINES FROM ELEVATION ON SHEET 1. E)W8TRIBUTE ANCFtOR8 FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. O �•ll • SHEET2.INSTALL 1 ADDITIONALANCHORONTHE FRAME3 F)PER RULES ON SHEETS 2 3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY ••• • • • •J • �i'� .FGOMOP•' �� TUBE SIDE OF THE AWNING(HEAD a SILL} • • : 1L 49 •l98�4�Y TUBE BIDE OF THE FIXED CASEb NT(HEAD 99kL). ,�'�SS/O7JAAY„''A��-\A 28' r I A LYNN fnueA.P.E. 48' `---� PJ2.BfiBT09 I • • • • • • • • • • • • • •• •• • • • •• •• see • • • ••• • • I FOR GLASS TYPES: - 1)6/18'LAMI(1/8 AN-.090"PVB-1/8 AN) FIu1Pprowd 19 co Opl*xwlllthe Dau IYO T 0 aml a+Rhrodud TABLE MB4n Pm9m Vd)fc16hj0 WNOaes,AIIAWW Cw-" awsw umer 2r 25-11111V 27414• 37.12 3r 40 ffi va 53-W 68• er LOW DE ur.ft2r +7.80 ♦ 90 ♦ ♦701.90 *440 ♦74140 ♦70140 *&40 ♦ ♦ � SIDE 2818N8• *"mm . ♦701.0 ♦7W10 r7&80 e ♦ ♦7640 ♦70140 *7&90 1 a V. *4140 ♦ +74140 ♦76.90 ♦74.90 *4110 *mm +7&84.1 ♦7&n ~&l 44• ♦ * ♦7680 *440 ♦74.90 +7640 ♦7414.1 +8670 .5 ♦8487.3 �� LOMB •� I BNORT 48.14• ♦ * +74940 r +7640 ♦7484.1 ♦ 1 ♦84.70 ♦6Ly.s3,2 81� �1 BIDE 8&118' ♦74.89 ♦ ,78118 ♦7688 ♦7494.1 Own ♦94-70 ♦84.87.8 O ♦7690 • 4m90 +?W e&2 47.n ♦e0L8f.5 ,e&4&2 1)SEESHHET81.4a5FORW04DOWANCHOR UJ LOCATIONS AND QUANTITIES. s9• ♦7410 • +7W4o .7.788 ♦76.70.1 .8&81.3 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY F7-' 1 70 .74.80 ♦ ♦70F70.7 #110.9 ♦a88s OR HORIZONTALLY AS SHOW 8Y ♦7818 ♦ ♦741.71.3 0842 z a N TABLES tMtgn Reawa .rWhdmte ABaftcI oefsawAesemh77 Tube I'I- WbdoiOpmata•n A yg yb LLI m wWw2r 281&18• 2786• 33.17.7' 3r 44• W $3.10 46' sr 6 13� Q- 0 ArehorQ" AlaVw0=0 AmIlm01 fg A1at.t�P �w Aaodor49wP nm9mDwu� c N A9 A9 A4 AC&D 8 ACBD 8 A 8 C&D A a C&O A 8 A 8 C D A B D 0 Z Z uadu2r ♦7480 +70140 ♦7418 ♦7680 #?V4IZ1 +7640♦74.7 ♦7&787 0.82.5 ♦7410 ♦7.72.7 0418.9 ♦ 04a +MA 7680 +114.8 .4 410F8I.5 ♦7680 +110.7 ♦1.4&8 ♦7410.7.7619.8 X18176' 0410 ♦74140 *W410 *&90 +70110 ♦7684 ♦?01.90 ♦7060.7 ♦7640 *7440 4W4 ♦7040 ♦7480 #119.8 47680 *7&80 +119.8 47664 +7680 ♦1W10 4/•x.3 ♦7677.3 *.80 *410 LU (0 3r ♦7610 ♦7680 ♦7680 +7690 +70W ♦7410 .7640 ♦7690 ♦7680 47&10 470M +7018.4 ♦7640 .7&87.1♦IW *610.1 ♦70147 ♦7063.8 ♦7&n +Mn ♦7&70.1 4147.5 +7&•70.1*70781 W 44• ♦7&40 ♦7610 +70140 ♦7040 +7640 *410 ♦7640 +7&40 +70141 ♦7440 .7&84.1+7&74A*W80.1 *8410 *=W.? ♦8&70 r96�.8♦86819 r8W17.8 480117.9♦8641.3 +147 ♦60181.3,8611.3 481!4• ♦7&99 0" ♦7WW OW40 *640 ♦7&90 ♦70140 ♦76.87.1♦7&84.1.7W441+7.80.1 0479 ♦7610.1 +9&70 *W61.? ♦6&70 46&632 *147&4 eWM240&43.2 0 z V 83.118' ,7.80 *410 !74.90 +7&40 +7610 +70140 !7&441 +8&?0 !0&•70 +0&70 +0&70 ♦8&70 ♦8060 +8&87.5+6&47.4 48&6.8 *7&48 *440 +7&49 ♦?613.2+7&8&2 +W",-, 7.n .?a1•n .eor479+e&W.5♦8&479♦¢6432♦BW43.2.84113.2 � S2 .7640 .7640 +J&90 .701•Je.B.7.78,8.7&74.1♦?Oh70.7+941819.8611.3♦earlt.5 ((fy]� M. ♦ x7.78.7 088.9 086.8 #1•!8.5 0189 � '•' {l.I 7E. ♦7&110 ♦?41184V' 1W'S WIDTH ADO) TMAY BE MIERTED. ® � n FIOURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE OR VERTICAL.FRAME ASSEMBLY TUBE W 5 10• FRAMEY BEE SHEETS 1,4 a S FORWINDOWM FRAME FOE SHEETS 1.4 a 8 �t�j oa g p TUBE FOR WINOOW ANCHOR o MAX LNVVDOWANR DafED�1074.B. L.00ATIONSANDAND pi QUANTITIES.SEE SHEET T 0.� QUANTITIES.SEE BMW wim 3 FOR ANY ADDITIONAL T •• • 3F R� X1591119 flf A ANCHOI�REQUIREO • • • `%N i� FORTHE FRAME - ••} Rf�R E �� 'L`�•' ,4eP��" •• u'i ABSdAiW TUS4 �LOENS@''., �: WMDOW ASSEMBLY TUBE. W1NmYV _• 4f> flR• • • • • ., DavD94X)N ANDNIX4 air'•' {4IIRLifiQ• • • •• ' Tt No.58705 8' (4),IF REQ. !P • ••• • ••• • • �� •� AYE w6 A.LYNN MILLER PS. SEE SHEET 4 FOR ADDITIONAL 4X)MfXlIptATI0N8 P9988708 ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-.090*PVB-1/8"AN) 4Pprow4 aeconpw"with Ike FterWa 111146,arl Date TABLE 8, A�A6 DeOWPamsme{pa0Por6N*WlWW^ABAR♦la►CMVB I I •Prodae J uner99• , 3741C' 93112• 9T 4T 43114' +?a Be• 8Y ❑ 101tfi ulna 23' ♦7040 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ SST 81� 216M8' ♦70.80 ♦701 ♦701.9D ♦70680 ♦7090 ♦1090 +70680 ♦7040 ♦ 170680 SIMI awe 37• ♦73.88 ♦70 ♦7069D ♦70690 ♦7040 4WW ♦70.80 ♦7080 ♦ 9 ♦701.78.6 44• ♦70.80 t +OF80 +7069D i ♦7040 ♦7040 48-tW +040 ♦ ♦7040 .7040 ♦1040 ♦7040 ♦70.90 am 63V8' ♦70140 ♦ ♦7040 +069D +W-W r 68 ♦7040 +70 +090 ♦ +7047.8 1)SEESHEETS1.488FORWINDOWANC}IOR u' 89' ♦7040 • +10190 ♦70472 ♦708&8 LOCATIONS 2) 18' ♦7040 ♦ ♦70.98.3 2)TABLE DMSIONS MAY BE ORIENTED VERTICALLY 84• ♦7040 ♦70 ♦7044.3 1 ORHORIZONTALLYASSHOWN. t z J g a Z Q $ TABI.E 71 N r � r OosW Pmssu Wo lar W0Wa18AUMO to a RomeAsse0047 Tebs O Wmdow DSam"iat ffi y^+ aa0er23• JAO ZW a941r 97• 44• 48-IW 6318' 88• sr g q 0Ao•f•rAn" MAIW Group AWWO" A��P AMWGWP Ar4IW =* Aae9 MVLV Aogh•as � z mwaQWW W §yA0 A8 C60 9 C&D 6 A B C&D A B C60 A 8 C&D A 8 D A B . C D u00er23• + +040 ♦ ♦ ♦ ♦ 4. ♦ + o 170672.7 if48.8 43*40 1 ♦68to ♦7040 ♦740.6 .4 ♦ 9 ♦70690 ♦6115. ♦7040] ♦70 = 1'X6 Z y �18N8• #TOM ♦70.90 +7" +OF90 470M 470W ♦70!40 tW10.7 ♦70140 0040 ♦R84. +x•90 ♦ ♦ -W- --T--Ty♦1*10 ♦143.8 + *MM + 'W Ni8.3 ♦}Oh17'a ♦781.80 ♦7040 1g" 3T W. ♦ ♦70140 111W ♦7040 ♦ ♦10A0 ♦7040 ♦7040 +040 ♦7040 17048.4 ♦1OF80 HOR80 +70.80A ♦70411 ♦7047.8 +7089.6 ♦TOFB79 ♦7047.8 ♦70678.8 41-VA ♦ ♦70.78.8 � W 44• +040 +0• ♦70.110 +6 80 #?am ♦7040 ♦7040 ♦70419 +10690 +0690 +70674.4 +7090 _ W 40414• ♦7040 ♦ +MOD ♦7090 +040 ♦70.90 ♦7040 . +040 + +041.s ♦704D N d N 83118• +01.90 . ♦70.90 + +7690 +0.8o 88' +�90 r +069D 170690 ♦70.90 +047.8 +0147.8 Q ♦ ♦ + 1,3 1)THE W64DoWS WIDTH AND I EIGHT MAY BE INVERTED. m N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE Ft FOR VERTICAL FRAME ASSEMBLY TUBE 0 sceFRAME � W94DOW Y SEE SHEETS 1,4 48 ��o p o MAX ASSEM&.Y ir FRAME ��T 8 FOR Dom, FOR WINDOW ANCHOR NCHORo d 0 TUBE LACATAND r LOCATION8AND oa Z wm QUANTITIES SEE SHEET 1 10•MAX 3 FOR ANY ADDITIONAL DW 3FOR ANYADDITIONAL •• • QUANTITIES. D 111111, 51 u ANCHORS REQUIRED • • • L FOR THE FRAME • • R `•�`T�N'�'GENSg'`.;%P''�: 1 WINDOWf ANCHOR L ASSEMBLY TUBE. • • • • :• '•,�t -s••IDIMIRWON ANtmiOR •B' (4L IF ROM "A • )•• • • •• _�tOC Np,5870 5 • ••• • ••• • • %�F ASTATEgr F i•• i 0 i 'iO'� '•FtoR107 ' t' (9? . . • .. . �� S rOVAL �•, A'-.-ISR P8. SEE SHEET 4 FOR ADDITIONAL CONFIDURATIONB P.866B708 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 900 0 0 FOR GLASS 2)7116°LAMI.(3/16°AN-.090°SGP-3J " approrcd09coarpl7l9g1771A1Re 8 7/8"LAML -3/16"AN-.OW SGP-3116"AN) o" Date ®. I.IG: 3116"T-114"AIR-3/16"AN-.090"SGP-3/16"AN r As A a •Produel TABLE 8 By DlatprPre"tt"e 4+e0 11184018 WOgaaie.AOAnotw Waupe oft VrW 23• 26- 8' 29' N314W W 40' 04• 80• 83' ST-Wr LONG 11r0e123• 4901.190 ♦ 30 4911- 0 f 1 t •i f OHM 130 1 ♦ •1 4911.264Wh1W ♦ 30 ♦811.1900 ♦911.190 ♦811•tW ♦904 ♦811.190 49-•190 ♦904130B3• ♦9W-130 ♦ W ♦Wh 1 .0 +W-110.7 ♦Wr-190.7 89.1 ♦F 88.1 ♦/-90.1 11.79,3ILL ♦9-•190 ♦ 90 ♦80/•190.79 ♦901.108 ♦ 8 0.809 11.78.3 ♦470.1 T I,,,t, LONG --4 _ SNORT ♦Wh1W ♦901.2&2 49-.11&79 4801.106.8 *W.SLI 0.819 ♦h 7&, 0.73.8 8108 -^'1 SmE ul 78' rWh13D tWh 27.8 t8M•IVA ♦W-lKt ♦90WR fh 78 ♦h 72.8 86' ♦WhiW tW4 Wit" S ♦90410" 40.89.9 N.m? 1)SEE McET81.4&S FOR WINDOWANCHOR t14• ♦90V•tW +WI.10.8 ♦904108.8 .4 x911.96 11.79 LOCATIONS ANDOUANTITIES. ' ffttaa+ ♦ 134• +W-130 4811•in ♦911.108 3 4" ♦90482.8 O TABLE NT DIMENSIONS MAYBE ORIENTED VERTICALLY Z J 145 •WW288 4804 184 ♦901.1069 ♦91148 RF[ORIZONTALLYA89Fi0WP1 a r- 04 T 0 r Coop Pmem64t0rWhoo eAtm W toe Flow Aaemht7 Tete � ,Aflttl07.iXamrofan•A � a g CO r9rM Lw 2b, 28' 31• 3r• 45 w or . z m9P Amif Ae9a 0- ANWftW rwW eW A9 A6 I A6 A,OAD 8 A.08D a PA OAD A 8 OAO A 8 0 D A 8 O 0 $sl• oe0N23' • 80 ♦ ♦ • ♦70.97.4 ♦ ♦74890.8 ♦ s ♦ ♦7dW ♦ ♦ ♦464 !70490. • � Z Jf 25-WW 4711.90 ♦ 4m4o 47--0 ♦m8D ♦70180 4ra•0 4 ♦ra4D ♦hA9 4701.90 ♦701.90 ♦461.8 ♦70/-81.2 ♦AI•W ♦70480 ♦1-0.3 ♦704779 NBFW ♦7049085 ♦711.80 ♦ ♦ • ♦7040 ♦74x80 47MM ♦ ♦70!80 ♦70!83 ♦704743 f70hWA ♦70904.7 11848 OW-SL1 ♦70489.1 f7q-71.1 !483.7 NOAW.1 ♦A0189.1WYT 4ra80 ♦ ♦740 +"Iw •70140 4780 ♦7W40 • ♦701.90 •701.77A 0.89.3 ♦701.948 440.7 *MA ♦701409 471180.6 4411A 446& ♦704 +18W&372' ♦70!80 ♦704 ♦7080 ♦70V-80 ♦70490 ♦79080 (70490 ♦ ♦ ♦704728 ♦ 1 s 1.3 a488.3 ♦148.8 ♦ra•T&1 ♦ 78.1 .1 R 0.66.7 ♦70479.8 ♦7847387B' ♦70!80 ♦ t711.80 ♦ ♦ t t70h9D ♦ 0 470490 fm4.3 N ♦m-78 !4819 4 ♦ ♦711.72.66f 47-40 ♦711 470.0 ♦70490 ,70490 ♦7aV40 N0t•W . 9.9 .901s ♦ -7&7 0•&L ♦707 O z114• ♦7-80 ♦ ♦ W ♦7-90 f7--W ♦7-80 f ! 3 47073 VV{ tss +m40 ♦m .moo ♦70.90 1 +70M ra *mm W X U 145 47W40 +mv4ra-90 47"1 4ra-80 1)THE WINDOW'S WIDTH AND H 3GHT MAY BEINVERTED- FIGURE FOR HORIZONTAL FRAME ASSRi Y TUBE lV Rig am FIGURE OR VERTICAL.FRAME ASSEMBLY TUBEWKDOW FRAME .gyp FRAME SFE SHEETS 1.4&8 FOR ABY SEE VMOO 1.4 7A 8 - Lj a o MAIC � � �Y WINDOWANOROR Otl�MBfON TUBE FORWWOOWANCHt>lt S I LOCATIONS AND LOCATIONS ANO cz a 147 QUANTITIES.SEE SHEET 1 tT MAX. Qt1ANTITIE&SEE SHEET DIMENSION 3 FOR ANY ADDITIONAL I ••• • • • D ` 11117 17 7 I I ' W1 ANCHORS. r7\ FOR THERREQ WE RED • FOR F* .9 WO10OW ADDITX7NAL ASSEMBLY TUB& WIN®MV •• 41S�11DR• • • •TUBq• � � --•IpSOE•NSbN�- (ANCHOR 4),!FRM --�p� (4tEG' • • •• * N4.58705 ' •�• ••• •i• ••• ••• O' SAE r1l ll/: A LYNN NURA PE. SEE8HEET4FORADlXT10NAL CONFISURATI0718 P.E886m • • • • O O O CiiO O O • • ••••• • f f ••••• I i FOR GLASS TYPES: 3)7/16-LAMI(316 HS-.o90"SGP-3(16 HS) nPprored as coxPlrml"1dt P7orWo 0141 Cod 7)7/84 LAMI IG:3/16"AN-1/4a AIR-.31180 HS-.090"SGP-3116"H3 Due Af 9)718"LAMI IG:(3(16'T-114"AIR-311("HS-.090"SGP-3/16"HS) D e prwwa m T Ela De ❑ sign Pmswa Dmgtw 8koo Wk4m,A0Ano8ot Woapa L •t- BAoa we I} F130 25.1 18- 2r 31-tPC 34' 40' 84' 80' 63• at-12• LONG SHORT OWE tmdw23• 1 30 480.E 001- SNDE 20.181.' ♦g0l 30 .80M30 130 30 .80t•13D +20I•t30 4901430 .90h130 ,W4130 1 •� 83' 30 4801130 00130 +80.130 .9N-130 .801.130 +BWA30 .80h13) *W-130 '(�67 W +W +80.130 +80Wi30 +90.Ltso +80.180 +80t-iso +801- + '-130 +801.130 T �. --4 >72• 30 .80-tW +801430 +80-130 ,80P-130 +80.130 SIDE WE +80•t30 #a-= I -j d Ta' .80.130 +801.130 .80•t30 +90-130 +80430 +80.130 1)SEESHEETS1.46 8 FORWINDOWANOKOR �84' +80t•130 .80.130 +1 .130 +80.130 •801430 LOCATIONS AND QUANTITIES. t ggg`•( t14• +90.130 s0 *901-130 +90W130 +90W130 +eOY-130 2)TABLE DIMENSIONS MAY BE ORIENTED VERTK:A.LY Z J (] 137- .80.130 +90 130 30 490. +90.130 .80•t30 OR HORIZONTALLY AS SHOWN. 148• .90430 30 490.130 1 .90.130 Q C*4 o TABLE 11: u- DeelpPM$UnLon fuVW400ABaoaaatoaFfs=Ase"Aft yu a O O Wbdw DITAWNe•A• Q d Z wWw23' WWS I 28 9i•i/2' 34 40' w fn Andw Amax Angm AmtwftP AsWw tW Amtw00W Mown Wag AnolwOmo Amlwemq �.. A0 A8 A0 A.OaO 8 A.OaO 0 A B OaD A 8 08:0 A B O 0 A B O D JJff W"zr 4 4o 00.90 + . +70'97.4 +ra40 .tro19D.a . W. . 4 . . 40 .1.1.8 .4.48.8 .7094.7 .ra.80 7 . +N44.7 . N W 25.10!16• +7040 + . +nm .70-0!0 +70410 00410 .rant +701.110 +ra90 ./31.6 .70180 +WW .Fbt.a 001.812 +W40 +WW 048.3 00.7).3 .20.80 470.90 83' .70.1410 . +70.90 , +70.80 +70.80 +7918D +ra410 +7040 . . 009D .700.90 .ra4l0 ,700.90 +ra90 . .70.90 +ra37b +I9W9D +701.90 W 87.112' 4101.90 470M ,70140 +7W90 4wo +701.90 +Mm mm +7&a .7040 +70180 ,ra90 474W90 .ram .ra9D +70.80 .ra40 +ra•90 .7.3&1 +7DW90 0" 0. Q 72• +W4D . 47090 +70/40 001410 +101.90 omm 00WW 00740 .701680 .701.90 .701.90 +701.80 .7090 .70.90 00!-90 .76+•80 .ra90 +ra90 .ra•80 .90190 (.' 78' .70.80 . .701.80 +Tat40 WN . . . ♦ .701.90 ,70190 .701.80 , . 40 . .ra90 + i O 84' +raaD . +7090 +MtW 4ra9D +ra9D .78190 +WW +Ia90 +ra90 .1090 +70190 114' +70/90 + +ra40 +7090 .701.80 ,10190 +7090 +10.90 .70.90 .76'•90 SSS 134. ♦ra90 4701 .701690 .70.80 ♦70.90 +7090 .7000 W t4S +70190 +7016 + -w ♦70190 +ra90 ' LL 11TH9EMNOOWBWIOTHAHON MAYSEDNERTED. a �N N IV FNNURE FOR HORIZONTAL FRAME ASSEMBLY TUBE �ex E epi a eilX4♦ PiCRt7RE RVERTtCA.PRAMEAsLYTUBE ��$.. FRAME 10• {� Y SEE SHEETS 1.4 a 5 FORWINDOW ASSEMM.Y SEE SHEETS 1.4 C S 7 a o MAX I Wtl�W ANCHOR N TUBS 7 FOR WINDOW ANC}10R LOCATlON8AND - w QUALOCTION8A� $� QUANTITIES.SEE SHEET 1 70'MAX. QUAN ANY A SEE SHEET DOMION 3FOR ANY ADDiTICNA f ••• 3F0 ANNAIDITIOA •• A ANCHORS REQUIRED • • 0 0 � 'p�'•CEN, FORTHEFRAME �� %A TUBE I ••• • WWDOW ADOttWNAI AlMBLY TUBE. WWOOW • • • • • • • 7�: 7 --►�o1MENB10N�"-- ANCHOR -►I DIME7I N�'-yy b •• • • • •• No.68708 w REM STAT A.LYNN M0.LER P.E. SEE SHEET 4 FORA)DITIONAL CONFX7l1Wt7XXNS P.EJt 89708 0 0 0 000 0 0 0 FOR GLASS TYPES: 4)718"LAML IG:(1/8"AN-7118"AIR-1/8"AN-.W PVB-118"AN) 4#prftWD"� c q gwm am Rod" wo now awAe a 6A TABLE 12: ❑ Deegn PmQwQfm YAWa.,A6 Anoft amps am4man erx+ stat mare as yr aT 4e 46•tw I atrtr or s9T ❑ LONG teneerFa • . . Sm 28•fert8• .80.70 .BOr• .8W70 .Wwm .8060 +80.0 .QWm ,80610 +60wm .06rm 3T .sam .60• .em40 +Swam 48040 460.70 #W70- +Wwm +oW?o .8640 •�cc1 48.1N' 460.70 .806To 1 .64.0 484.10 *W?0 .84.0 +8040 486.0 +W 8 811 LL W .Bm40 +60• .80.0 .6Wm +W?o +W.70 .06.0 .W/4u ee• ,eW10 +80• .6670 4Wm +66.70 *WWO .6048.8 1)8EEGREETS1,488FORVANWWANCHOR W 83• +80wm .8W +60.0 .BWm +6Wm •Wr4a.9 LOGATIONSANDGI&MT1ES. 78' .BWm .60• .BWm +Bm•80b N•6T 2)T=MENSIONSMAY BE�&4MVERTICALLY ly_• r 84• .eW70 .ed• .84.70 .r-a6.s OltMOWZOWALLYASSHONMI' Z a TABLE 13: LL (V � Q � Oebgn Pceaeua lnM to W4Woc.aAtleoha0 be FmmeAam.Oty Tim" W"N"b l)im•atai•A' 3! ° UndB YJ' 'ffite% 47.9!4' 3bUT 37' 4e 48.1!4' 83UB' ea' 83' LLI Q O ArAmt Ano AfWw Amhw AraW AWwGoW Amf GWV ArmIWa6W AWW QW6F Ammo QwW a aatp a w a" a6up Z A6 Al A0 Al AO Ce0 B A B C80 A B C80 A B Cao A B C8D W f2 2e4ats .eWm .6Wm .eWm +eWm .6Wm +eWm 46044.4 +eaw70 .Bm•70 +cess .W-10 .870 .raae .60610 ,etrm .r4ea +60.0 C aT +0 +W +�r•Io 4sW70 W&70 ,6Wm 40*10 .eam ,6a•» .6440 .6Wm .66.0 .6Wm +am .e Wm +m m .earm .sar6Te + wo � W IJ9$ 44• +6Wm .ea .6Wm +64.0 +6Wm .64.0 .Wm .6640 .ew-m .60670 .6640 .64674 .6Wm .em.6ss .eas,a +ears .emus +r s7 .6or�s _ s 484W .66.0 .606 +6Wm 4SM70 •m +Gwa .Wd10 .8640 .ew.".8 +80 .Wwo +e6417 .BWm .fi0r .e .raa4 +66444 �[ aa.,re• +Wrm 4eW .eawm .&70 40W .60!40 .eWm .B0•m +6440 .sm4o +em�.s .664TH +tla8ea a .eWm .sWm ,Bm40 QW-AL E. .6688.8 +60418 480888 .60868 7 ° z U I- 1) 1)THE W8IDOW'S WIDTH AND MAYBEINVERTEM a W A u. m� ® N N N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE '��n T4s FIGURE VERTICAL FRAME ASSEMBLY TUBE FRAME ��X 4e ,0• ME SEE SHEETS 1.4 88 FOR W ASSEMBLY SEE SHEETS 1,4 8 8 Q§t nc,,$ o MAX I TUBE WINDOWANCHOR OBrBNBiCN TUBE FO2WWNSAND tOR LOCATIONSAND 'B' LOCATIONS AND n 2 y QUANTITIES•SEE SHEET 1 t0'MAIL QUANTITIES SSE SHEET I I I t ro 3 FOR ANY ADDITIONAL ••• •• ��1 rrr DBeeNStoN • • Ri • • A AN REQUIRED • FORSHEORAW• • • � SEH •�(��ii WD670W ADDITWNNI FOR THE FRAME E. yF ,, AW tt • 1rl TY�..•: •• ` •'•�' 3F P�: --�DIMEN WN�--ir (4A14OM --�1 IF RECLDIME �'".'•{41 Iry •. • • • •• *� No.58705 •'� LA A.LYA66A6L KPY- SEESHEET4FORAWMWAL CONF0MTlOW P.E8aT08 • . . O O O 000 O O O • • • • • • • • • • • •• •• • • • •• •• seas 1.1W�-- ASSEMBLY DETAILS 88 �• .4311' 27°1' .osr 2784' 4 1 1 FRAME HEAD, 71 •FRAME O SILL.&JAMB O ASSEMBLY TUBE #7008,60113-T6 #7004,6063-T6 8 .993' I rF AS REQUIRED r y a4o• jl2 xo3� r .osr CST2 PER TABLE 3. L BHEET4 � INTERIOR INST.HOLE COVERANCHOR PLATE ADDON FLANGE O #M7,6003-Te Q#7071.6D83-T8 70 #434,5083-Te rAet.e�a Item Lw .0 DesodPBon Met 1 7005 Main Frame Head SIII&lambs B08376AluuM.m. —.I 2 7071 AnehmPlateBM � 090' 74 3 7007 InstidIsUon Hole Cover 8083'78 Atm• 4 7010 ftmeCmerK0V steel xff V 6 7078 Frame Gasket VhVlFoam ' 10 7055 Nxed Frame Hole PI PVC 31 WrraSeai S r BEAD B BEAD C BEAD D 32 1713 Seth Block x 16"x1. 4e EPDM 35 #7036,W63-TS 36 #7042,60113-TO 37 #7056,6003-Ta 33 1714 I Biockx 1.7 1s x 1- 4v EPDM 35 7036 Beads BOOM$Atan. 44tlmlaseamp�! 36 7002 Bead C 609378 Alan. age 37 7059 Bead D 808318 ate' •• •i• • • • • :0A 38 1224 W Bulb W ThI Flex PVC 70 t • • Revised By. Dotm RarUM4 a re 39 1225 Vi 1 Bulb W Thin Flea PVC 70 •• ��pll LY .O ¢,Zi i •• • $s. SO Dow 899SltloonBackbeddl 808318AAan. 4�a� y��s ti.,ka��i Revised Br, Vote: Rarsran: TO 134 laid-on Flawy i iY'Lc• ;Pi 71 7004 Casement Frame Asn Tube W63-ToAhmn• = * No.58705 ' 86 go X 1• 2e Quad Pn SMS Stairdess Steel 8t�rdaae Steel 312x1 Ph.Pn.TTEX stabins Most • o•C�� D BOM AND EXTRUSIONS J ROSOWSKI g '�: X10 T 01011E lair: Oola: • •- I .rla�03a27s FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 �.,' .a'•. w;� G1�y •e.®s 0aX 1529 • � `S,�ONA1.0�%p ••:;.OM Fl.34274 slMa.� seem D.o ens Ns. Rev ,Ldmtl►41wen"J. CERT.OF AUTH. #29298 CA-740 NTS 11 OF 11 MD-CA740F-LM P.9.tl 88706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• i I A MIAMI• MIAMI-DADE COUNTY,FLORIDA =MD PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA t4,%-.,vv.mianiidadc.zovieronomv PGT Industries Inc. 70 Technology Drive, Nokomis,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 ERProduct Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material faits to meet the requirements of the applicable buileling fade. • This product is approved as described herein, and has been designed to comply witbelp Florid;�Fuilding •• Code,including the High Velocity Hurricane Zone. •,.• ••,•;• ESCRIPTION:Series IISGD-770"Aluminum Sliding Glass Doors w/wo ReiRS;mments- .M.L • PPROVAL DOCUMENT: Drawing No.PGT0002 Rev.C2,titled"Series 770 dlUMi num Sri.:LMI",' ' sheets 01 through 23 of 23,prepared by manufacturer,dated 08/05/07 and last re vis ed o �n 0I/2'3*14,sigue(C • and sealed by Lynn Miller,P. E.,bearing the Miami-Dade County Product Contro.l.941on RevLsIstlstampe•0••• with the Notice of Acceptance number and Expiration date by the Miami-Dade,�!Ppgjy ProdugControl •• •• • . . . . ...... ==mrffrATioNs: ATING:Largeand Small Missile Impact Resistant •• • 1. Egress operable doors must comply with minimum clearance width per FBC,as applicatl! LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/sedes, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change In the materials,use,and!or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami- ade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-1018.14 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. t 11 E OU NOA No.14-0123.10 . zigaf#an DaW-Fe1i Approval Date: February 06,2014 r 1` Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0002 Rev. C2, titled "Series 770 Aluminum SGD - LMP'', sheets 01 through 23 of 23, prepared by manufacturer, dated 08/05/07 and last revised on 01/23/14,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20.1-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94,... along with marked-up drawings and installation diagram of alln ipuln SlAkv Glass •••••• Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Rt✓pott No.FTX,�,7554, % dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. """ 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 262-91C.... ;••••; 2)Uniform Static Air Pressure Test,Loading 0PAM,TAS'M2--94 ..... 3) Water Resistance Test,per FBC,TAS 202-"•.• ••0 00 *000* 4)Large Missile Impact Test per FBC,TAS 281W 090 • •••••• 5) Cyclic Wind Pressure Loading per FBC,T4S201-94 '. 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS*202 94••:• 0 0 along with marked-up drawings and installation diagram,Qf gluminugi.Sliding••• Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test 1Lap'orts No.'s FTL--59801 FTL-5993, FTL-6036, FT"001,FTL-6014,FT"015,IT". 017, FTL4023,• FTL-6024, FT"025, FT"028, FTL-6031, FT"033 and FT"036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. Note: The test reports No.'s FTIr-5980, ITL,-6001 and FT"015 have been revised and reissued on 12/29/09,all signed and scaled by Julio Gonzales,P. E. (Subruitted ander previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacture,dated 01/24/14,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 Jaime D.Gascon,P E Product Control Section Supervisor NOA No.1"113.10 Expiration Date: February 17,2015 Approval bate: February 06,2014 E—i ( r PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 01/24/14,signed and sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest,issued by manufacture,dated 01/24f1'4;signed and sealed by Lynn Miller,P.E. .• •••• *so*:* 3. Laboratory compliance letter for Test Report No. FTI -7554; esued by Fgres"tiorl Testing Laboratory,Inc.,dated 11/01/13,signed and sealed by)tVV D.Brinson,P.E. 4. Proposal issued by Product Control,dated 08/12113,signed by Jaime D. Gascon,P.E.:0 0 0 5. Laboratory compliance letter for Test Reports No.'s FIA-A80, WV5993; 9 0 FTL-6036, FT"001, I TL-6014,FT"015, 17L-6017,""023,.Vr"024,•••• FTL--6025, FTL-6028, YrL-6031, FTL-6033 and VTI,!-%036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, sig¢ecteagd ser4ed-l2Y Juliq..,,. Gonzales,P.E. : :99000 . (Submitted under prev/ons NOA No. 09-0826.10) so 0 0000 0 0 0"' 6. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated•'U5/07/09, 09-0177B, dated 06/09/09 and 094177C, dated 11/18/09, all issued by Product Control,signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 11-1018.14, issued to PGT Industries, Inc. for their Series "SGD 770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 12/01/11 and expiring on 02/17/15. c Jaime D.Gascon,P.E. Product Control Section Supervisor -- - - MOA-Wo.-14=01234-0_. _... .. Expiration Date: February 17,2015 Approval Date: February 06,2014 E-2 GENERAL NOTES; SERIES 770 LMI SLIDING GLASS DOOR DESIGN PRESSURE-CHART NOA DRAWING MAP 1.GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERKIRTO INTERIOR) SHEET GLASS STRENGTHS- TA TEMPERED H FEAT STRENGTHED o Deo SUTACITE PO SHEETS TABLES 1,2&3 ON GEMMA NOTES»»... —1 t PA-7 6'LAMINATED: uTE80F3M8'�GLASSWITHAN SHEETS 7,8&9 QUALIFIED CONFIG....».».2.4 GLAZING DETAILS,.......... 13$ G3A-SMB'LAMINATED:(2)LITI84 OF 114"F�GLASS WITH AN.0W SOLS INTERLAYER "-StIW LAMINATED:(2)LTI- ---4°�(g tR A88 WITH AN.OB W INTERIAYE, DESIGN PRESSURES.»»..7-9 08.1•LAMINATED 1.G.3MW T EXT.CAP*318'AIR SPACE 7110'LAMINATED:�LTTES OF 3M8'Id GLASS WITH AN.Q INTERLAYER ELEVATIONS———18.16 Co-1"LAMINATEpI.G.3118"T EXT.CAP+318 AIR SPACE+7M0'LAMINATED:(2)LUTES OF 3MW_%GLASS WITH AN.MO CONFIGURATIONS...»..»..17 (GA.V LAMINATED LG.114"T EXT.CAP*6MW AIR SFACE+7M8'LAMINATED.(2)LITES OF 3MW)M GLASS WITH AN AN VERT.SECTIONS—....»..».18 GSA-1•LAMINATED LR 114'T EXT.CAP*BMS•AIR SPACE+7M8•LAWNATE:(2)LITE8 OF 3MW&GLASS WITH AN.O SSCP INTERLAYER HOR12.SECTIONS.».....»..19.20 07.711 LAMMATED:(2)LITES OF 3M8'ea GLASS WITH AN AW MM INTERLA YER PARTS LIST... ......_»..». .21 07A•II18"LAMINATED:(2)LITES OF 114"ANN GLASS WITH AN090?�INTERLAYER GSA- LAMINATED 1.0.Ill I3:EXT.CAP R"BMAIR SPACE 7M8'LAMINATED:LAMINATED:M LITES OF 3MW M GLASSS LOBO WITH AN � 1' INTERiLAYER EXTRUSIfNdS.....»».».. DESIGN PRESSURES: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 ANCHORAGE THE 33 1"STRESS SHALLMOTHER ET THE REQUIREFLORIDAINCREISEUSED MEJT8 OF THE BUILDING CODE.FOR ANCHORAGE�DETA0.8 SEE SHEETS 7 STEEL 18CRBriS,THAT COME INTO CONTACT SHUTTERS lb.FRAME Rw PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. REFERENCES: EST REPORTS FTL-lM.PTL-SM FTL4 01,FTL-&114,FTI,4M ,M4017.FTt.M,FTI.-8023,FTL-8024.FTL-M,FTL-MM FTL-31.F L4=AND FTL- DATED 8171 .FTL•7884 DATED 1 U09M3 CO TEXTRON NDA:07.0428.01,034238A8,ANSVAFS,PA NDS-2006 FOR WOOD CONSTRUCTION AND AOM4W ALUMINUM DESIGN MANUAL .T108 PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE OIVHZ}. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE.AS APPLICABLE. CONFIGURATIONS[SEE OP TABLES(SHEETS 7.0)AND CONFIGURATION LL USTRATIONS(SHEETS 24 k.D.L.O.WIDTH-PANEL WIDTH-r B.D.L.O.HEIGHT-PANEL HEIGHT-82r IND To ANCHORAGE SHTS,1 18: Y TAPCONJ CONCRETE FOR CONCRETE APPLICATIONS N i4�k8•DADE COUNTY,USE ONLY MIAMI-DADS COUNTY AFPROYED ELC.O V4"OR BMS•ULTRACON(FORMEtB SCREWS OR 114'ELCO SS4 CRETEFLEX•SEE TABLE ON THIS SHEET FOR EMSEDIWIENT,EDGE OSTANCEAN D SUBSTRATE REQUNWJAENTB. FOR WOOD APPLICATIONS USE 012 STEEL SCREWS(OS). 114"ELCO 884�MAYBE USED INSTEAD OF 612 SCREWS(PAN HEADY. $WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 U2"THICK.1x WOOD SUCKS ARE OPTIONAL E UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE MOOD BULI18 DEPICTED A8 2x ARE 1 1l2"THICK OR GREATER 1XAND 2X SUM(WEEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTUR&BUCK DESIGN AND INSTALLATION 18 THE RESPONSIBILITY OF THE S OMMER OR ARCFMTECT OF RECORD. FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 0083-T8 AND A MINIMUM O'118'TMKSC THE ALUMINUM STI ftBtAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME QLAR TO THAT SH0WN IN THE DETAILS LR6M 2x WOOD SUCK.THE ANCHORS SHALL BE 012 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIA ARE MET,THE FULL DESIGN PRESSURES LOW ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-%SHTS.7A.FOR ANCHOR TYPE 4 ARE ACCEPTABLE. 1.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIA.IS NOT REQUIRED.IF USED.NON-SH WK NOWMETALUO GROUT,34W PSI M.(DONE BY OTHERS) LOAD TO SUBSTRATE IF SUBSTRATE IS WO00.ACE MR GROUT)MUST 300 FELT PAPE RTTHE ENTIRE LENGTH MASTIC IS REQUIRED OF THE SILL THAT 0 NOT TIGHT TO THE SULSTRAM AND TRANSFER BETWEEN THE GROUT AND WOOD SUSSTRA OR AS APPROVED BY THE�AUTHOR" HAVINO JURISDICTION. nm Co BtenSth 4 Mewo�Ysuaneln EeVa �DU u s � mew a Re ebdme�a eiproeemd Oath AM Ce0 1D 114' 2700Ps1 ABIMOAOwxltadaw, Ac p ace l9Macon oroeme oanl weaoaoos atO6Y.at.a sn4 tamram No 4125.w 9e.afoemdCMU aramdcw SMS" a600P31 t1698ae,ePBR (�� , - Mta ' Slao oto Flex 990 1w" 3380 Pel moo Mum11 i are sus 1 u4 s W1 are a ua mta" 1 39 1 uI 1 tw I MG 1 W4 1 Z us so go*. wf nwom• • •• Boma-Pmxt' 1 U4" 014 s Vs 1 W a va NO Reooaetr IqA a e Ien i ewe W&in n. �`•``0 (LYNN q��ii PMcok(Aeotxy TeaWeeR P41oaMoeatlna Aftplef Aaoeo+elmar) •mil gBdg•We4atto� • •• a W&8A �` �; ��£t4S¢•��EP�':^ oawrem MGM tonmem --Mu a& •• ala *" w � rypa t1m Mla o"I WA Ed IMIL6m Na.Ed Mm. Mm,ea Mm.mim I W.Ed Eloo Crete-Flex 884 No.88708 C ®setllracm 1w• I su a us 1 1 aro 1 s to 1 3r4 1s Va 1 aro I I u4 CONCRE76BOREIM88TREAKGTUIB: � gEU,IO �W moo areta4rmx 884 14° taw a i Rmemcaaaed I aro a in' Not Ram FyMx>fSSK81 •••RatMUlla n :b fyr'�L�1: JJ f0/ff/ff CODE ••• • e �iIl7IESANDA?AP ' t`'� I?;L7RIOP' .�c(yy,�� G' 4 C? ' '' • • • : SE • At LIMINA 3(33D-LAS( /�f/ iS,`SIONA1.�G�1`�� P.O.8QXf699 - ... ALA!H(rGLOLLERUol a� MMMM fL3M g�790 NTB u,'j,�f pQTOp02 CR P.&088706 � 08p9fD7 . ••• • • • • ••• • • PROVED CONFIGURATIONS: SEE D.P.TABLE, SEE D.P.TABLE, SEE D.P.TABLE, SHTS.7-9 SHTS.7-9 SHTS.7-9 Nj SEE SEE SEEmy- DP DP / / / ABLE TABLE SHITS. HTS. / SHTS. / / 7-9 7-9 � � � oxo, oxx, xxo, xxx, xp xo, o , xx, SEE D.P.TABLE, XXp oXXp, XXXp SHTS.7-9 MZAIV eo°covet E tjDEP / ABLE SHTS. / 7-9 L� ., X �Iroi�N�wtda OXXo, XXXO, oxxx xxxxp CORNER,TYP• POCKET,TYP. J .► <i.�'c ;poi`, POCKET DOORS: •• ••• • • • • ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS PO(VET DcpXo:k'tEjrW *VB LOCATION USING .�ON�LYNN• DETAIL"S"OR"T"INSTALLATION.EXAMPLE: • . . • • . • • • �� `: XXXX IN POCKET CONFIGURATION CAN BE pXXXXp,PXXXX OR*GGC M-ORXXfN�P(i�KET ?*: �,rg706 CONFIGURATION CAN BE OXXXp.POCKET DOOR REQUIRES OPERABLE PANEL. X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPE LEP EL, ' 01" . , Arap.� J7 I rmrvrr 11�Cf1ANGE7MS8HEET •••• • • QUAfdFffiFDiCC�VFIQURA77t?NS %po�c�`•., omvP`yGs.`, 4 ro7wsser ' '� • ; SERt 97d M.SGO-LM! '�.SSfONAL �` A�P.R 187 ,�, ws, Awa"+ �• A LYIEik@.�R,f�,E. PL9QP7I 80D7r0 NT.g 2 •23 P(3T0002 C.1 p,6,9687� 0imw • • • • • • • • • • 1 . SEE D.P.TABLE, SHTS.7-9 MZAJgV SEE DP TABLE SHTS. 7I-9 QXXXO, XXXXO, OXXXX, XXXXX, XXXXXp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, SHTS.7-9 WNW ANM qpw MJAW SEE DP / / / / / / PRwuarnevfSau TABLE obi u. SHTS. / Ex , . 7-9 6y. oxxxxo, xoe tia,.r Imo— x x • �•[•y�}•, • `�„ti u i XMXMp •• ••• •• • • `* a..58705 APPROVED CONFIGURATIONS .np; I JML r �oHtn� Ho nasst r ••• • oil CONROUR4-PONS ou 4 ca wMgawrormwimr' _ e • •• -SERIES 770ALUM San-LMS P1MD%OD(�.FL99Y74 &�D770 IYT.4 N2'1 fGIJ'QQ�' CB ALP etttt ,P.6. 0$OBI09 t 4 T APPROVED CONFIGURATIONS: SEE D.P.TABLE, SHTS.7-8 I �— SEE DP TABLE � SHTS. / / / / / / / cmm 7-9 OXXXXXO, XXXXXXO, OXXXXXX, xxxxx x, XXXXXXXp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, SHTS.7,-9 SEE DP TABLEll \14AW / / / // / / / - "� SHTS. 7-9 1� •• •• • • • • • tt+urrrr oxx)=XO, XXXXXXXO *Qxxx 3CX, Ktgxxm, Se M XXXXXXxxp •• ••• •• • • •• :is: µo.5870)5 9�`VolI m0 cW ETm ;00 • njjTA.LllftbDOONFIGURATlONSTA lam •�' TOTHG4 BNEEJ' AKN�dRBiFMTB p�i9 a ALUM.SOD-LM.�1 ., � asS,w/oe1�a��P�E�� C Ire" aft IbrtD7m NT3 4 a 29 POT0002 a Peeeeros ••• • • • • ••• • • ••• • • • ••• • • i I 202 204 14 wmm 3118°HS GLASS OxTeRm 3MV HS GLASS 3M8" N4N GLASS 090 SGP 3M8'090 DBPVS LLS 74 3Me".090 ass 74 3u1e AMGLASS 74 7118"NOM. 7118"NOM. 7MS"NOM. 82 31NOM. 82 3f4*NOM. 82 3W NOM. GLASS BINS 80 BITE GLASS 80 BITE 80 _ _.._...� 84 54 54 7/18"LAMINATED GLASS TYPES G3 7M8"LAMINATED GLASS TYPES G4 A7/l8"LAMINATED GLASS TYPES G7 Z03 a 216 114"HS GLASS JEamm 114"HS GLASS X114°ANN GLASS 114" Glass 74 1/4" oLaesP 74 v4"ANN�S 74 9M8°NOM. 9M8"NOM 6918"NOM 82 AASS 82 34°ANOM, 82 314"NOM. 314"NOM. GLASS 81 BI1 E 81 BrM 81 BITE ~� stouDUCrnevl$eD cmbmCaft »ITIwNe $4 Ampw"Nol 9/18"LAMINATED GLASS TYPES G3A 9118"LAMINATED GLASS TYPES 04A ®9118"LAMINATED GLASS TYPES OTA •,.• , dfnniTDmbPratn• lt9roi`•,..: lllrl' •• ••• • • • • • •• • • • • • • • • `� �p ,........! •• ••• •• • • • •• N•.68705 �atvli 9NEEt NOCHANOEtHIs • • •N l7ETAll.S FS.Fiornoo.•�G`�. s�stewrnrmoerr a 4 cr ADMOLAAWTYPEOGUAM49Aerre .. rrlrl�NA„ti�I� Pg�xr� r?ERIC 770ALLIMINLIM WD-LMl fR81971 NTS 8 a 29 Par= Cg A.LY P.E • • • • • ••• • • IIS 210 212 216 WERKA 3Mr FIS GLASS 3118•}SOLASS OUR=3118'ANN GLASS .090DOM *ex OM .080 SOP .090 SGP �••ppam�r IAS GLASS 74 R� � T4 yg•p�� 74 3i18"TaI Ns� II ""�T 1� I*NOM. 83 1 83 83 39W NOM. ala°NOM. ala°NOM. GLASS GLASS GLASS 79 SITE` 79 BITE 79 SM 1 WMAL wmnSM aPAM TRUSEAL OLWAB£AI.BPACSR TFMWA.DLftSFALBPACER 66 1°LAMINATED I.O.TYPES G5 66 1"LAMINATED I.G.TYPES GB 66 ®1°LAMINATED I.O.TYPES 08 211 213 217 3/18•HSGLASS 3/18' GLASS 3118• .090 DSPVB •0 O 3puI1R6°� 3 74 3HGLASS 74 3H8• GLASSPUS 1!a"T O X58 � 1°NOMj7V 83 83 314"NOM 3/a•NOM GLASS GLASS S 79 BITE 79 BITE --� f _ R Owo TRtS7EAL WRA8FAL8PAt t "" TRVSRAL 4<MABEAL 8PA48R 66 1i#tK " � 0 1°LAMINATED I 0 TYPES GSA 66 V LAMINATED I.O.TYPES GOA 66 TRusEal ®1"LAMINATED I O TYPES G8A A�aW��No _I � �^ a omioi"`•. ��tttitlll�� •• ••• • • • • • •• • i i i i i i 1•`�`��N��CsF'Ko�P��i'. • •• ••• • • ••• • • • • • • • go • • • is i�•t+i SiA E ��.��.. ,r10ftCHANGE M8 • • DETAILS : kR1� .. e /7OAlUMlNUMSOD-LM!R o7rra 02 AceTazro /16aA-1, �� 1 0iG 10 DAM IRmubm AR OW on (boo �+a as A.LYNN MILLER P.E. Oe4e Ortu MOXCM ,PLMV4 80778 IM 6 023 lei T000.2 C2 P.E18ST S t72Y087✓8 RAI f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • STANDARD STILE ® DLO WIDTH=NOM.PANEL WIDTH-7' DLO HEIGHT NOM.PANEL HEIGHT-8.26" r?A; &SLL(1188)MMOCKWNW&WMIRASMOALOLUKRRISNMUDATEAMMOV.FERR aH&S. AntRL tgt Pee) Y TAFCON118'LAW AY6aLOU•(3316'TW./AR1 MW He.1 POS(8M8•M&)118'LAWAYBDUZU-(IWTW.IAa313H8'HS.tw91SnO'xa) 3)•6118'ULTRAOON VLAMP IMOLASS•(3H8'AMLISW13M8'AML) 4)V128TMSMW(O6) MB"LAVMIEDGLASS•(WANK/SOP/1WAML) 'SMANQ10RAGENMISI&9ONSHEEr1. 7M8'LAWATEDL6.0•(3118'MP.I A6L13MV AML 1 SWI S1IW AM) 113 -7118'LAMNATB)LO.U-1JWTBS/AIL/3118'AMLIl�IWUr 87 �i „ §JANDARD ASTRAGAL NOM.PANELa+80 � � � STANDARD STILES. WIDTH SIDEa C4 t40 +00 400 +00 400 +60 4001 C4+2 C4+1 C4+1 04+2 C4+1 04+1 C4+2 04+1 C4+1 04+224 10 10 10 10 10 10 10 10 10 10 B 8 6 6 8 6 8 8 8 8 118 XASSTYPE +60 400 +00 •800 +80 -800 +00 •600 1188 04+1 04+1104+2 04+1 C4+1 04+2 C4+1 C4+1 C4+2 C4+1 04+1 C4+2 80.OUTSIDE CORNER 30 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 p•HOOK 8 8 6 b 8 6 8 6 6 6 6 118 +00 40.0 +80 -80.0 +80 •800 40A 61 118$ C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4r1 04+1 Cor C4M + C4+2 JET 38 JAMB 10 10 10 •10 10 10 10 10 10 10 1 10 P41OOK $ 8 6 8 S 6 6 6 8 8 8 RAWTYP9-AU.ABOVE +00 40.0 +80 w o +60 40.0 40 N&S C4+1 04+1 04+2 C4+1 04+1 04+2 04+1 C4+1 C4+2 04+1 04+2 42 L�e JAA03 10 10 10 10 10 10 10 10 10 10 10 10 ! + E RHOgt 6 6 6 6 6 5 8 8 8 8 8 0 120 GLASS TYP - +0704 1 +00 -80.0 +80 40.0 40.0 H&S 04+1 C4+1 04+2 CAM 04+1 04+2 64+1 Ow 04+2 C4+1 C4+1 C4r2 ( 48 } JAMS 10 10 10 10 10 10 1010 10 10 10 �✓ SHOOK 6 8 6 8 8 8 8 6 87 1 7 80°INSIDE CORNER PRODUUMVLS3D POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114 SILL. O EXAMPLE ON SHEET 10 wwyf78"tm 8ro1. Plwkle 2.WHEN USING THE 2112°SLL,POSITIVE WATER DP IS 48.87 PSF MAX WHEN Act Ne- �3 USING THE 4•SILL POSITIVE WATER OP 18 00.0 PSF MAX TABLE 1A OH LENGTH s: 2D (NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A SILL HT.V8 P .DP 4",31/4'AND 2112'SILT.HEIGHTS ARE TESTED FOR WATER INFILTRATION SILT.RISE (+)OEM � OVERHANG o OO°"'I• WHEREAS THE 1101'SILL 18 NOTAND MUST ONLY mmGKr LOAD OH LENGTH BEOCH I�€IGHT u�nllt USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED •.• • • • •• OH WHEN THE DOOR!S PROTECTED BY AN OVERHANG COMPLYING WITH THE •+ HEIGHT ECYJAL Tp 1 ••'VS.EN ' ��. FLORIDA BUILDING CODE(SEE ADJACENT OIAGRAMr • • II OR GREATER �d +� THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. L g� 68705 ,SEE SHEET'S 10 THROUGH 16 FORANCHORAGE SPACING AND EMBEDMENT •• I +�• • INFORMATION, 1.6 SEE NATE 3 DOOR SIZE TO COM PLY WITH FBC EGRESS REQUIREMENTS. ( W 10111111 A'DOHANQFTY6MERT • ' • • !7 �lU OE �� r�oa�4 �i? . JR u 4 C2 r a r .. 1,11j6NA11L� Pl MMW720 SQD-LM! A.LYNN A!6 LER P E 01ma;m IMF- Sam NTS � +29 � PQT00D2 02 ?.0"m • • • • • • • • • • s b8LL(ISNI®COCKdBTRRRIIO'b001C�tAatPAN1L d.UB/9tA.USN1l7�'A18ANGgRQ1Y.fBtPAP8Nb8, ® 81 ANMMQW."MOCKANC MMY. AaCtW Types: •7M8'LAt4 WWOLASS-(Mr KS,Ia0P18t18'Ka) W-VWLAtM7A1WQ1AS6.0NWAfAl9if+t&WAW) 1)-tWSAou.TNA W"WftYT •9N8'LgEhVq'I®aLA88•t1M'KB.JBQP/114'M8J WA-WWLAA4M1WQLAS8- FPAWf*VltWANQ 3i'1W8%CFW%PL0f •md'LAp•Ml®C4tL•(dfld'TaaRtAR18N8'K8./80P18If0'H8) OB.VWLAJOAY®CQCC-WWWP.IAW&WAt IBWI&I8'AW 8)wty U.•Imm .mtP LAIiNt®LA.tL•(V4'T8N?/ARr8N8'FCQ/90P/8NB'M.OJ OSA.mB'LAMMl4'I®WU.•11K'tHR.JAR)ffi18'Alt�/a0P/&i8'AMI' 4)'012SM&M OM -SWANC OaA0ati0'IW 1b20N12AWI. NOAA.PANEL mm I I+ S S t� � . � S � � � � � 1 1 llT�� 1 aT WIDTH �E a c�� v ro � a n a $TANDARDASTRAOAL i° C4 . 1O N °' of '� " L HEAVY DUTY STELES Iwo 8010 BOA 8010 �0 80.0 •BOA 6010 800 a" 60.0 Solo 40.0 60.0 6OA so 4" H88 1 1 C8+2 GA0 Q4M CB+a Odst 1 CB+2 C4+1 040 C8+2 04#1104+1100+2 0444 C40 Ossafaii C6+2 GNt C4+1 Cs*2 24 JAh1B 10 10 10 10 10 10 10 10 10 10 10 10 12 t2 1a t2 !2 12 9a 12 1a 12 SEE 8HEET T OR 8 FOR 90° RHOOK 8 8 8 8 8 8 B 8 8 8 B e 8 8 B s 8 s e a MOE&OUTSIDE CORNER DEPICTION T1PE-ALLA804E 80.0 •80.0 6010 •BOA 80.0 •80.0 a" •BOA BOA -80.0 SW 480.0 80.0 •80.0 80.0 •SQA FIBS C4s1 C4+1 C 8,2 04+4 04+1 C6+2 04+1 240 28+2 04+1 C4+1 CS+a 040 C40 00+2 04+1 G)0 CAN C4+ 0*2 0011C40 C8+2 80 .bWB 10 10 10 10 10 to 10 10 10 10 1 10 f2 12 2 12 12 12 to 12 12 a .2 OLO WIDTH-NOM.PANEL WIDTH-7' P)LOOK a a 8 8 8 8 8 8 8 8 B B i B 8 8 8 8 8 8 8 8 8 8 DLO HEIGHT m NOM.PANEL HEIGHT-8.26" ALL �0 480.0 BOA •80.0 8010 80.0 e0lo 6Dlo SOA 41u BOA 800 8010 -Me 00.0 8010 tae GNI C4+1 C8+2 04+1 04+1 Q8+2 04+1 CM1 Ce+2 GN1 CB+2 40 G)M Ce+a 04+1C4►1 CBs2 04+1 240 Ca+2 C40 24+ 08+2 88 NAB 10 10 10 10 10 10 10 10 10 O 10 10 12 12 12 12 12 12 12 1? 12 12 12 12 P•HOOK 8 8 8 8 6 6 8 8 8 8 6 B 8 8 8 B 8 7 T 7 7 7 TYPE•ALLABOtiE W.0 60lo BOA 60.0 BOA 480lo oo -f.0 8010 •86.0 80.0 80.0 $0A 4 0A BOA 60lo H8S C4+1104+1 C8+2 C4+1 C4+1 C6+2 04+1 C4+1 t2 CM.t 104+110+2 04+1 04+1 OS+2 04+1 001 C8+2 +1 0802 C4+1 040 t2i�•2 4211 10>� 10 10 fo 10 10 0 10 10 10 /0 10 10 12 12 12 12 12 12 1a 12 12 ts)t00K 8 B 8 B 8 8 6 8 8 e 8 8 6 8 7 T 7 7 7 7 8 8 B 8 TYPE-ALL 8010 6010 8010 •80.0 a" •8010 solo •6010 6010 6010 BOA 480.0 8010 •50.0 80.0 6010 Hd8 CM7 GN1 C6+2 COI 04+1 08+2 0461 24+1 C6+2 GNI 24+1 C6+2 C4+1104+1 C8+2 040 240 04+110444 +a C4+1 04+1 28+2 4e wAAt O 10 10 10 10 0 16 10 10 f0 10 1a 12 to 12 12 12 1a 1a 1a 1a 12 12 P•H= 8 B 8 B 8 6 e s 7 7 7 7 0 8 8 e 9 e 9 9 GLASS ABOVE OU 6o.Q BOB .80.0 �.0 WA -w.0 HBs C4+2 C4+2 CB✓1 GNa +2 2 2 2 C8+ C4+2 08+2 8a 710100 10 10 10 10 10 t0 10 10 10 10 10 10 6 6 8 a e 7 PANELS OYER48"WIDE S�MWVE, -W 60.0 NOT AVAILABLE OVER 98"HIGH 04+2 O4sa 05+2 C4+a C4+2 28+2 002 C4+2 Cee 24+a R Csa2 so 4" 10 10 10 10 10 10 t0 1O + P HOfb( e 8 B 8 6 8 T 7 ? 7 7 a tODUCPIQ1VISW 1 POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 3114"SILL. O n EXAMPLE ON SHEET 10 "aftycwo 1+m++BB dm Ptodda WHEN USING THE 21YY SILL,POSITIVE DP IS 48.87 PSF MAX.WHEN USING THE 4'SILL 149 - IVE DP IS 80.0 MAX. OH LENGTH aap&m8& :V(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 2A. TABLE 210 2112",3114"AND A"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE S T• DP QPI 1 112"SILL IS NOT AND MUST ONLY 88J (y 0611 ANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED• POSITIVE DESIGNHEIGHT OH•• ••• • • f1t t 1111 J)/ ESSURES SHOWN IN TABLE 2 MAY BE USED L H WHEN THE DOOR 18 PROTECBY AN OVERHANG COMPLYING WITH THE FLA •• HEIGHT TED EQUAL TO 1 �`�•`t� F�'•. 6 DU4G CODE(SEE ADJACENT DIAGRAMZ • •• • LOW 46 ".07d� �CENSH . THIS CONDITION IS NOT RATED FOR WATER INFILTRATION • • • OR GREATER ' 4 SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT •• 000 • 111 I FORMATION. FBOH•4° +BOORiF DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. tilit1Ot681 a SEE NOTE 3 122 +OHiJ1I NOCHANI Tmaliw • • CH0P.40E �.0 vst/A/oaROP• G' :; 0!/28114 op AWW&A07 GZA GO 8BA TO TAMA � J4 B � • a"•• • • �'/�;S,S10NA�'�t�`� P1 neeP iLa P70ALUMINUM SOD-LMl u,unet1 19am =1N FLSaPt4 *wwas °M' A.LYMMILLIEP P.E. pgNN08 8�Pf0 NTS 8 a 23 PGT0002 C2 PEnaeTOB • • • • • • • • • • 1 { TAME - 3,wm68LLOImNTBiLOd68TRAK4!(i&CORNS(ASTRAGAL(1U8THtlLUsN mWATEANCHORCITY.PERIMAMHAS. pp, 81 >JAMSANL710RQTY.>PROOXANOHOROTY. 04.7/1WLAMINATED MASS-(3MWH.S./SOP13AWH.S.) AnohwTym: 64A•9116'W4NATEDGI ASS-(114'H.B./SGP/U4'N.B.) 1)M/4•ELDO ULTMODN(MM&RLy TN-N) O9-7M8'LAMINATE)LMU.-PIWTW../AR/3MWkLS./SOP13/tr"JL) 8)M14'SS4 CREMFLIX GOA-7/16'LAMINATED ULU.-(11PTI .IAIR/3/tWH.S.ISOPl3t18'N$.) 3)'&18'ULTMODN 07.7/16'LA14HATE)GLASS-(3H8"ANN.ISOP/311VANN.) 4)V12 STEEL SCReN(05) l:2SL GTA•9A0'LAmNATW GLASS-(1/4-ANN./SOP/V4-AWL) -SEEAN=PAGENOTES T$2 OH SME31. 09-7/18"LAMINATE)LO.U.-(3118'T&AP./ARt 3118'AN N.1 SOP/9/18'ANNA (SA•Inr LAMINATED LG.U.-11 in-TEMP.IAIRI3116"ANN./SOP13l18'ANN.) � UNITHEIGHT HEAVY DUTY ASTRAGAL 84 1 so I go HEAVY DUTY STILES v ILII. NOM.PANEL FRAME 61 WIDTH BIDE 0 N d ri a e C e+ NI «' e+ N •' th NJ tQ GLMSTYPE•ALL WM 90.0 -900 903 •903 90.0 40A 900 803 tie HAS 06+2 08+2 08+2 C8+2 08+2 08+2 C8+2 C8+2 C9+2 08+2 C8+2 08+2 DLO WIDTH a NOM.PANEL WIDTH•7' 24 JAMB 10 10 10 10 10 10 10 10 10 10 10 10L 118 DLO HEIGHT m NOM.PANEL HEIGHT-8.26° $$I RNOOX 6 6 S 6 6 S 6 6 8 8 8 8 OITTSIDE CORNER GLASSTYPE•AL ASOW 90.0 •903 903 40.0 903 -80 903 •80.0 � H&S C8+2 08+2 C8+2 08+2 08+2 C8+2 00+2 0.8+2 CS+2 06+2100+21 81 11e 30 JAMB 10 10 10 10 10 0 10 10 10 10 10 10 Am RHO�C 8 8 8 8 8 8 0 8 7 7 7 7 "STYPE•ALLASM 90.0 •903 90.0 -80.0 903 •903 903 •80.0 *P?HK: ce+a C8+2 c9«a C9+a c9+2 28+2 C6+2 C8+2 C18+2 08+2 2 �+2 38 10101010 10 10 10 10 10 8 8 7 7 7 7 7 7 8 8 8 8 63L GLA98TYPE• AB01� 90.0 •903 903 -0.0 903 •903 903 40.0 HAS CS+2 C8+2 C9+2 (0+2 C8+2 CB*2 08+2 06+2 C6+2 C8+2 C8+2 C8.+2 120 42 JAMS 10 10 10 10 10 10 1 10 10 10 10 10 p.HOD)( 7 7 7 7 7 8 8 8 8 9 9 8 ORTYpE•ALLAsow 903 -903 903 -20.0 90.0 -m.0 NO A NOTE A+A20.0PSF FOR HA8 C8+2 C8+2 C8+2 28+2 C8+2 C8+2 08+2 CS+2 C8+2 %2 C8+2 C8+2 (;�S TYPES 4,4A.8,8A. go'INSIDE�� 48 JAMS 10 10 10 10 10 10 10 10 to 10 10 10 7A,8&SA:.y-S7.1 FOR RHODK 8 8 1 8 8 8 8 8 1 9 18 10 10 10 GLASS TYPE 7. PRODUCTI IVISiD 1.POSITIVE PE38URE8 IN TABLE ARE BASED ON THE USE OF THE 4'SILL 8u0y 9b tlm Fhnhtn 2.WHEN USING THE 2112"SILL.POSITIVE DP 13 40.87 PSF MAX.AND WITH THE 3114• TABL � SILL,POSITIVE PRESSURES IS 80.0 PSF MAX )-� OH LENGTH ttx> TL�ny?fo (NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. SILL HT.VS M.DP I ' 3.21/2',3114",AND 4'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION OVERHANG - WHEREAS THE 1 112'SILL 18 NOT AND MUST ONLY SLRISE (+) DESIGN F BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN HEIw LOAD OH LENGTH PRESSURES SHOWN IN TABLE 3 MAY BE USED •• • OH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE i 4e-ir• • Ntq • HEIGHT .��`�( FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMN •• •LOW 4Q-IMt°• +•ti 0�� `.`�1(.y�CENSF THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION •• • •NIf�41B ;00 FSf• * ' 4.SEE SHEETS 10 THROUGH 16 FOR ANCHORAGE SPACING AND EMBEDMENT HIGH-4° +90.0 PSF ;*: Na yeT05 INFORMATION. SEE NOTE 3 = * w 6.DOOR SIZE TO COMPLY WITH FOC EGRESS REQUIREMENTS. S ENOTES 1-3 JJ. 1(Y71H1 N00)WIY[ T)fG48)/EE7 ••• • • -r_• ( QRQQ '�'�•t�'•.FIOR,O?•�C9�: AW4 W96-A999909L_ wooQ5I'70ALUMtNUM IMOD LAN l�;ssl tAt��N��11A11L ,�• �n ew.tLar +� R"° A.LYNN nlf F'-.L 08 SODIM )�S 8 a'd$ PQTOOD2 'LS PJi 983709 ••• • • • • ••• • • I ANCHORAGE REQUIRE 1—AFF—MWD ANCHOR TYPES 1)1!4"ELOO ULTRACON FORMERLY TAPCO 2)1,W ELCO SS4 CRETE-FLEX 3)SM(r ULTRACON 4)#12 STEEL SCREW(GS) 2 ANCHOR LOCATION SPACING HEAD&SILL...»...»..»W MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SM.7.9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, SPWS SPECIFIED QUANTITY OF M EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT AASTRAGAL,MITERI.00K&ITIONAL INTERMEDIATE ANCHORS PER PANEL(THE ir FROM CC CORNER ON SHT.IBE CLUDEOj ADDITIONAL ANCHORS24"MAX O.0 i JAMBS&P-HOOKS...8"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES.SHT3.7.9.SEE P-HOOKANCHOR DETAILS ON SHEETS 14-16- ------------- 4-15. `^_—– ___—_–—3,g+ CENTERI INE SEE CLUSTER DET.,SHT.11 CENTERLINE THOSE AT THE HEAD AND SILL 8"MAX 1 BETWEEN CLUSTERS OR THOSEr BETWEEN A CLUSTER ANDA 4.081" I I FRAME JAMB OR P-HOOK a oa` 4,051• 1 1 3 8° 30 24"MAX O.C. I EXAMPLE OXX ANCHORAGE PLAN: 2 HEAD a SILL ANCHQRM 0 •TRACK EXAMPLE SHOWN)=(14)ANCHORS TOTAL 1 TYR (3)PANEL, 48"x 98"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&4 IN WOOD SUBSTRATE L-----------•--.,.------------------------------------ Oe o&CORNE ft j a=AnrCNORS TOTAL AT HEAD AND AT SIL60- DET CLUSTER SEE CLUSTER 2 04 2 04 2 C4 a DETAILS,SHT.11 y x x x x x x % x x % MAM ° 1{ % xMAX • 10"MAX. x • MAX. (10) SEE NOTE ANCHORS -o• 3.8"TYP. BELOW`�" x a FRAME x 21" PER JAMB e ® ANCHORS MAX O.C. (SEE SHEET (A CHORE 14• "' • •e p.H�K x t 13 FOR Ct ° ANCHORS x CLUSTER 4+ INTERLOCK ° x O.C. MAX. CENTERLINE °e MAX, SPACING 8"MAX • vinrx x x x xMAX. x x "I " " x24'MAX.D.C. e"MAX„TYP. 1i.._ "all cyl�•sevLg w 3 8'TYP. 9Cp CORNER Cbao uw Fu%&ix uwmkw EXAMPLE OX 90"OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: A .Z (4)PANEL, 60"x 98"DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1&2 IN CONCRETE SUBSTRATE S f..PioLtxt ,ol SEE CLUSTER DETAU. WMAX. ,1tflr1rJ�� INTERLOCK CENTERLINE •SIT.M• • • • • • • •• • • i • MIN =`�+��''��ENBF 'P*'• • O.C. 3J3" 204' =*. No.88788 -- SEE DETAILS 8&T ON SHEET 14&DETAILS TYPIC S:?YA CXI•~°l?RROR�TA"� i SEE CLUSTER DETAILS,SHT.12 COTE a�} ti AY bF rmrmr NO rrr�x r •• ANCHORAGE SPACING 4 EXAMPLE'PLANS rAMMI oor I Lao NoRawPa • • SERIES 770ALUMINUMSGD LMl x« rrrrltru11�1 xJA t �Lsave soavm NTS 10 -23 PG7I�02 02 at .Ps • • • • • • • • • • i 1�•T, IN INTERLOCK INT. INTERLOCK CENTERLINE CENTERLINE CENTERLINE 3.6 3.5 1.76 1.76 44A.1 4I�1 2.040 2.040 2.040 36 7 2 TRACK ASTRAtiAL/INTERLOCK 2TRACK ASTRAL!WERUM 2,T RA C K ASTRAGAL/INTERLOC K MCHOR CLUSTER•C4 ANCHOR CLUSTER•C6 ANCHOR CLUSTER-CS NOTE. ASTRAGAL OR ASTRAGAL OR INT. ALL DIMENSIONS SHOWN INTERLOCK INT. INTERLOCK INT. INTERLOCK ARE BASED ON MINIMUM CENTERLINE CENTERLINE CENTERLINE ALLOWED.ALL DIMENSIONS 3*6 3.6 7 3.6 SHOWN ARE IN INCHES. 2.040 048 4.072 � 4.072 6.389 2.04 4.048 3,TRACK ASTRAGAL J 94TERLOCK -TRsGK A RACAL!LNTERLOCK ANCHORCLUSTER-C4 ANCHOR CLUSTER-C8 IOR CLUSTER-CB L OR INTERLOCK �' INTERLOCK— INTERLOCK— CENTERLINE CENTERLI E CENTS I 1.76 3.6 3.6 3.6 PRODUCTREYIMED �s• r��.ux nwxlat�w 3 4.046 2.040 2.040 ?'�2 —4.046 2.040 [ t !_ , JL� 4070 0• • • ` ;?pEN3�cea•P�'i�� I TRACK ASTRAGAL i INTERU>CfC •0 4•TRACK.ASTRAGAL!INTERLOCK �'' .*: I • • •• q {pR CLUSTER• No.66705 ANCHOR CLUSTER•C4 ... 0, A76 G� 76 • • • • owaVa,� 'i FIOR�OP•''�'j��: &Z4 nroa�axoerniesl r ••• . • . ANCHORAGE EXAMPLECLUSTER3 .� 's • • • • SERtE3 T70 ALUMINUM 3QD-LMf ��i,!iS�pNAL�.�*.Maes m A.LYMMUMPF.Iowa; oMx 6t�P70 NTS 11 a 23 POT= C2 P89um ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • I i lNIS -3 6_ ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.ALL DIMENSIONS 2.04 Iii,• SHOWN ARE IN INC HEB. 3.889 EXT. .2.04 Iii, Int 3.6 TfiA�90°OUTSIDE CORNER SHOYVN. 2-TRACK 90•INSIDE CORNER SHOWN 2 Tji�gC�°IN�DE CORNER SIMILAR(OPPOSITE) 2.TgA .90°OUTSIDE CORNER$IMILAR(OPPOSITE) ANCHOR CLUSTER-C4 (ANCHOR CLOW-08 USED FOR C6 AND CS 3.6 INt 204 j3.W Peonuorie YMM mcomWyf°BaNd U*Ft*sl°gcP� _ .� ' ` Ott f��i •• • • • • • ••4TRACK 90°INSIDE CORNER SHOWN. t tt t t t t 3- • • • • • • neck Og CORNERSIMgAR lOPP031TE) 3 °I I O • ••i i i i•o ANCHOR CLUSTER REQU 9dANCHOR CLUSTER REQUI!O • • • • • • • *• = ' ATAL.L 3 TRACK CORNmil ••• •• • • • •• ��I'4 = k: Na 68705 CL J fo�fvff woawrros>mssrfcfr ••• . • • • • AI11CIlOR4EXAMPLECLU3TER3 a OtM4 2w wownwrolifsawEr • . f3s . . : �` �''�i�S�ONA��'� • SERIES MALUMINUM SOD-LM( AM" PA?BW p same cmwaa A LYNN MILLER,P.E. �* BODPIo A73 fT s 29 PCd70QD2 C2 PBItI8704 mm ••• • • • • ••• • • • ••• • • • ••• • • i '; 21116"O.C. 2x WOOD SUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,W.1 CRETE SEE CHART,8HT.1 1"MIN. 21/16"O.C. 21!18°O.C.TYP TYp. 1"MNL 21118"O.C. TYP. E.D.TYP. TYP. 4 4 ,•t', � i: }.t:•}%:i f�. •y; SEECHART :& „i. 1316"MIN. ' ISWMIN. a�«d+ 4»%e:• •). "' SHT.1 ( .fib; EXT. 1!4' 114" MAX. 1/4 HIM SHIM MAX. MAX�EXT. WOOD ANCHOR TYP.,SEE ANCHOR NOTE 2,8HT.1 SHIM SEE CHART SHT.1 DETAIL A.2-TRACK FRAME HEWDETAIL B 3-TRACK FRAME HEAD NCiETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 WOOD S�TAU ATION WOOD IN3TAL ATON DE I ax r. TRACK FRAME HEAr� DETAIL.D.3-TRACK FRAME HEAD WOOD ANCHOR TYP..SEE ANCHOR NOTE 2.SHT.1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION SEEANCHOR SEE ANCH.NOTE 3. 1X WOOD SUCK TYP., TE 6 SHT.1 SHT.1 21118"O.C..TYP. SEE ANCHOR NOTE 3,SHT.1 114•MAX.) SEE ANCHOR SEE ANCHOR NOTE 6 SHT.1 NOTE 6 SHT.1 (114"MAX.) (114"MAX.) ONCRETE 1318"MIN. 1"MIN { 1-31rMIK y,•:+; *i fir(` :=q••, ; MART 21/16" E.D 4.-- ,ry c ,�• °•+•:'"n• T.1 O.C.,TYP. TYP. 2x WOOD SUCK 1`MIN +• •• •}'y"+ C-•w '�+ eETAI�F?TRK FRAME SIL. n+p 21/16" ED, SEE CHART,SI IT I , O.C.,TYP. WOdD INSTALLATION SEE ANCHOR AIL F 3-TRACK FRAME SILL DETAIL 0.2-TRACK FRAME SILL NOTE 3,SHT.1 1N�F. 3 NVSTALATON CONCRETE WSTALLATON CONCRETE ANCHOR TYP.. 1'MW EE ANCHOR SEE ANCHOR NOTE 1,SHT.1 2111S"O.C.,TYP. • E.D. NOTE 6 SHT.1 NGRETE _ ��_ (114'MAX., ) 1318"MIN. + ...t-y , •.f✓: i ire.• �•r,y'(+= SEE CHART ,.,i.e+.,i;'ty •i„t."'• '1�6•,+;tP r ri1�+ W •reI TYP 8EE AN NOTE 2.SHT.1 21/16” 4-TRXCS FRAA+IE HEAD O.C.,TYP. SEE CHART,SHT.1 WOOD WSTALLATION DETAI H.3-TRACK FRAME SILL 2x WOOD SUCK TYP„ m s R01N CONCRETE INSTALLATION SEE NOTE 3,SHT.1 WOOD ANCHOR TYP., DtkRd*Cordo CONCRETE SEE ANCHOR NOTE 2 A, No SEE CHART,BHT.1 SEEANS SHIT.1 ° 2 ,ta , ..•.•+ NOTE 5.SHT.I ''��-i.'''te: ;'!•:t"} .i}),•A�' .•r!y�: •��y�,ik,2 SEE CHART (114"MAX.) SHT.1 a :A:,/.».••'.•••• :a.t t tt1U 1111!/tt •• ••• • • • • • • • • • 1318"MIN. J \........... (.l_�i EXT. es • • • • • • • • • 1'MIN O.C.,TYP. E.D., I}o A: fi5765 21/8"O.C.,TYP. •• 000 •• • •21M8' CONCRETE ANCHOR TV.,SEE ANCHOR NOTE 1,SHT.1 ETH 4-TRACK FRAME LI TYP. M DETAILJ 4-TRACK FRAME HEAD a CONCRETE INSTALAT�Id OOD INSTALLATION .�� ' Nom near ••• l�oY avcHoriacosracs .1R of c>: Na m • •• >'+ • i SERIES 77DA�UM/N(1A9 SOD•LMI _ ��/sS�m l o �C`��\ 1 P.O. lQQB• aw�uae row ae A.LYW MILLER.PA �« a�< owrm AITB !3 •+23 PQ7800R OR o e s mros 08lOBA8 • •• •• • • • •• •• i i CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.1 21116°O.C.,TYP. NCRETE4"MAX SHIM —H 13HT MAXSHIM ay,; �[ 2.04° ANCHOR f E 6,SHT.i SEE CHART X a i:t`:` SFE CHART (U4 MAX) BHT.1 tot' SEE CHART � f• SHT•1 LZ i s 8HT.1 CONCRETE y ri '}w:'•�Jv;i1;..ti,•r.✓j-; 't:ro�=y. ,%`.'t :1!•?,t,»o'ry'. :J:•:s".'�.t�f..a,Si:"a?:;"?.::•' . h"+,r,t� a{J„s. 4.061 ” M6!,. ^ ANCHOR 21M8 21H8SEE O.C,TYP. • O.C..TYP. ANCHOR O.C. EXT NOTE 1, 3.6" SEE CHART 8HT 1 {;e`"r SHT.1 '!?�w, TYPICALA&M : CR Fi t tTA�S QsLL4-TRICKRE SILL kK0&R CONCRETEWSTALLATION ANCHOR - 1 318"MIN. TYP.,SEE $'�,; Y AIL P - E JAMB 1°MIN. _, t 3/8'•MIN ANCHOR CONCRETE INSTAlJAT10N /4'MAX SHIM NOTE 1. �,.;;;`• V4•MAX 8H�� 8HT 1 WOOD WOOD 1" al: SEE CHART SMT.1 ANCHOR A WOOD MIN. 'vj e�; 1/4°MAX.SHIM WE TYP.,SEE CONCRETE ' i'1,;, SEE CHART' ANCHOR ANCHOR 21/18° DETAp,0.4-TRACK FRAME JAMB ANCHOR •4:'fa SHT.1 NOTE 2, NOTE 2, D.C.,TYP. CONCRETE INSTALLATION TYP„m , SHT.1 8HT.1 1318°MIN. ANCHOR •,��;;.� 2X WOOD 114°MAX SHIM NOTE 1, BUCK SHT 1 ! 21M8° SEE EX "' D.C..TYP. ANCHOR ° NOTE 3. DETAIL N.2-TRACK FRAME JAMB 1 MW. 21118° SHT.1 WOOD INSTALLATION O.C.,TYP. WOOD o'i.: •F ANCHOR 2X WOOD BUCK y�%°►e TYP.,SEE SEE ANCHOR �Y ANCHOR 21H8' NOTE 3,SHT:1 DETA L F a rRneK FRAME JAMB DETAIL!0;4TRACK FRAME JAMB NOTE 2, O.0,TYP. ¢ mtaE CONCRETE INSTALLATION WD INST'A LATK)N WOOD FRAMING SHT.1 8EECHART SHT.1 HOOK MOUNTING ADAPTOR 1 318"MIN. P-HOOK MOUNTING ADAPTOR CHORS LOCATED MID-SPAN ANCHORS LOCATED MID-SPAN BETWEEN P-HOOK BETWEEN P-HOOK INSTALLATION ANCHORS T II -A r('K JAMB INSTALLATION ANCHORS Itii�x6u �D ,!7 ; t;.:%�� , NCRETE/MASONRY muphwaaualRwWn (GROUTED BLOCK ONLY) cod° �3.'J 1314°MIN. : ti;SEE CHART, etl' 1"MIN. 11/4 r,.t,`: t;;•1�.. SHT.1 p EJ). WOOD ANOMGR •s• • • • SEEANOtA NOTE 2•*1• • • SEE ANCHOR NOTE 2.SHT.1. ANCH�t 07W.FROm+nq►ts • • �. ANCHOR QTY.FROM TABLES 2883°MIN. 13,SHTS.7-9VERTAIN TO • i i • • • 1-3,SHTS•7.9 PERTAIN TO THIS ANCRdR LOC MN.•• • • • • 2.893°MIK THIS ANCHOR LOCATION, 69706 CC WOOD MI8TAI LATIONN TION tE mini AW tt{J4s►(HeO .•• • • • • • ANCHORAGEOEM"— �• ,,31ON4F•.'!Roa�u,• r��`�� manna ct Tn/3 • Pa' • • • SERIES 770ALUMINUMSGD-LMI 'ltltllll'1`• A.LYNN MOA P.E. t>JT BtdDf7p MT8 14 a 23 PGT0002 CB PBl�706 WOOD FRAMING SEE CHART,SHT.1 NCRETH/MASONRY 1 31W MIN. P$IOOK MOUNTING ADAPTOR GROUTED BLOCK ONLY) P-HOOK MOUNTING ANCHORS LOCATED MID•SPAN fti�'4; r:. .".► ADAPTORANCFORS BETWEENP-HOOc :Nw..i.ti;. ,,r.?(;iy�,.s LOCATED MID-SPAN INSTALLATION ANCHORS `,s i ;: •.�:•+a;.;rti;:i;' BETWEEN P-HOOK INSTALLATION ANCHORS SEE CHART, MIN SHT.1 1°MW 1 3!4° 1 1t4 r; �, i%r�s�;w r y rM E.D. WOOD ANCHOR 'SEE ANCHOR NOTE 2,SHT.1. SEE ANCHOR NOTE 2,SHT.1. ANCHOR CITY.FROM TABLES ANCHOR QTY.FROM TABLES 1-3,SHTS.7-9 PERTAIN TO 1-3,SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.097 MIN. 2893'MIN nETAa NN.E:UM FOR BOX RISER DETAIL anise;p-HOOK FOR BOX RISER CONCRETE INSTALLATION WOW INSTALLATION DETAIL'1P,SHT.18, #10 X 1.00' ANCHORAGE QETAILS A PH SMS m"n�`�aagr:'mmm�amt� &C:SHT 13 PANEL CORNER PANEL PANEL PANEL PANEL 77 DETAIL ttt TYPE to TYPE a TYPE TYPE 'A9' HC' i i o i LAH .19, #8 X 1.00° ni TAILS W PH SMS(OPTIONAL) iii y i r t SEE iii i o ° NOTE 3,SHT. PRODUCE RRY T.19 ascomNybewbuIho Oma H i e i e 18 w utnacm>o Accol°a77wNc y��Y7�� . rs mmmmmmmml,Lmmammmm SHT.20 gyDLO WIDTH a NOM.PANEL WIDTH-7' OE7AIL U',SHT.18,DLO HEIGHT a NOM.PANEL HEIGHT-8.2V •• •••AJD7 h DE 'E'0°CORNER-XX(2 TRACK INSIDE900%ORNEM FRAME CORNER :�+c se •. 'SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP IAM i•i ••i ••• i o ••• DETAIL .' No.08705 IjORI20NTAL 8ECTION B-B r� lonviH NO CHANGE 7INSSMT ••• • �p�•p�ptp� RAGE DETAILS ELEVAT/0 e. '.......•. dR 4 NO 8 3FIEE1 • •• ' !fes wn • • SjS��NA,y ` ",�",ay, SERIES 770 ALUMINUM SGD-LMI a�ranwuER Pe 08�SO8 8p7)y90 16 C2NT8 PmP.eaeaym ••• • s • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i I � DETAIL'BB,8MT.19 TE I.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.PLEASE SEE OP CHARTS FOR MAX PANEL - DETAIL CC,SMT.19 HEIGHT AND WIDTH. PLEASE SEE 8HT8.18-20 FOR SECTION DETAILS AND 9HT8.715 FOR ANCHORAGE DETAILS. 2.DLO WIDTH a NOM.PANEL WIDTH-7' DLO HEIGHT o NOM.PANEL HEIGHT-8.28` DEtAIL FF,3HT.19, DETAIL'V',SHT.18. 3.(1)LOOK(ITEMS 70&107-110)AT EACH LOCK8TILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL'N'& DETAIL TE",SHT.19, ANCHORAGE ASTRAGAL 'P'.SHT.14 ANCHORAGE DETAILS'N' DEtAIL8'A' 4.PLEASE SEE APPLICABLE ASTRAGAL.&INTERLOCK COMBINATIONS PER OP TABLES. &'P',SHT.14 M SHT.13 AIL'V',SHT.18, ANCHORAGE DETAILS A' Manmem...FF—.... &'C',$MT.13 PANEL PANEL PANEL. PANEL � 111 PANEL 1° PANEL 1j PANEL PANEL ^ LEH8, TYPE TYPE TYPE TYPE 11 1° it TYPE TYPE AILS M 1 1 TYPE 1° TYPE MAXH1 fill i a i }jT, .19 I I SEE iii a i i ¢ i 9 1� SEE p SEE DP111 ' OP NOTE TABLES =i i i e el NOTE SEE TABLES HT.20 3 i 11 1 /+., i 3 V' x i�f [� 1e i 0 XX X iii.-...... ii_.... --1 641m,arave+.>ms&laanraaemn HORIZONTAL SECTaON A-A NAIL•U,SHT.18, DETAIL V,SHT.18, SEE FRAME& ANCHORAGE DETAILS'E' XX-W CORNER-XX(2 TRACK ANCHORAGE DETAILS'V PANEL CORNEROXXX(2 TRACKZ &'G',sHt.13 909OUTSIDE CORNER)-EXAMPLE &'G',9HT.13 CONSTRUCTION EXAMPLE DETAILS 8HT.18 DETAIL W.SHT.19 DETAIL`SB',SHT.19 DETAILWil SHT.19 9 DETA0.M',SHT.19, DETAIL W.SHT.19, DETAIL'T,SHT.18, DETAIL T)17,SHT.19, , ANCHORAGE DETAILS M' ANCHORAGE DETAILS a ANCHORAGE DETAILS 8'&T, ANCHORAGE DETALS T SHT.14,UM!&'NN,SHT.18 &'O',SHT.14 &'J•,SHT.13 DETAIL W,8HT.18,ANCHCRAGS DETAILS S'&'0,SHT.13 PANEL- PANEL PALL. PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL ,k TYPE TYPE TYPE TYPE MAX tgwouCTNeYISBu w v r y sera Iria�Mw4roRlmWo 3. MAX. POCKET � � Op n"°plmcCe�N° HT. UNDER SEE TABLES 80p�/ "� SEE % I SEPARATE NOTE j 1 '� iP DP n SEE APPROVAL ABLE9 , X +111111f1" NOTE • ••• • • • • • • • • • �` Q.q.•' �i a ' X .. . . . ... . DETAIL'Y',$HT.18, • • ••• ;L4TRACKSY-PASS) ANCHORAGE DETAILS x' �,�; �63705 OXXXp(3 TRACK RIGHT POCKET) DETAIL W.SHT.18, EXAMPLE BHT.13&V.BHT.14 EXAMPLE ANCHORAGE DEfAILs'F' • &ori ,a 0 J9 r.L �mrvrt MOCHAKt1F7lQ88H17 • Oww"m E�EI/AT/ONSNV0 707MB9H&ET •. 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F*: N..58705 �emtptD LQCt<STNE • • A TAT • • o.wa� i a '•. wnvta a NOCM4M r 7Mah w ••• PANEL TYPES 4,�`fi.'•.,!RORIQP•�(�,.` A ouzwre ce pwvoEBro • • �+ • • SERIES MALUMINUMSGO LMI A�R9�4W1A.LYNN P.H. Odd BJA seam NTS I Q a 23 POMM Of PF948Tm ••• • • • ••• • • SILL RISERS OPTIONS 24 23 a EXTEXT RIORORI INT [� (ALL VERT.SECTIONS) 29 18 4A„ COI 2.0I+80' &3W Ei 1.NT' � �Ls Ffy 83 FLUSH BOX SILL.RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SOA RISER 20 DETAIL'U.'SCREEN 45 AT HEAD 22 48 A7 p 20 —112 18 4,a�• 2 3MV DETAIL WW SCREEN _ 2AW T SILL EXT. X s FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HOH FLAT SILL RISER jEXT 40 EWXTA qfl 2. MED PANEL DETAIL V FIXED PANEL DETAIL x FIXE SPSAW DETAIL'Z aor>ucr nsvlssu SHOWN SHOWN amoylrl�mwi�dnmPaukm 89 No 60 _XT 72 OR 72 OR 7 �s 0 it It ```�1 LYNN.. 113 113 • •• • • �� O� a(�i 8 0 •• • �; Na 68708 DETAV AIL D RTAILY IL :•0' a-"t I !u .r.a tOffV/t1 SE077ONDETAILS �'�,�O.r�,;'.�R{VR�oP•'��?�,� rk. ` 4 • �w' .• • • ES 7700 ALUMINUMSQD- A. i�d9kem INC t>i r ano NTS 18 a 23 PGMM 02 PE98ffl� • • • • • • • • • • • •• •• • • • •• •• #DaTM 81OR01 103 119 10 80 OR et 14 DETAIL'CC' 9 STANDARD ASTRAgAL HEAWDUTYASTRAt9AL et e AND g�3 D TILES 1 113 14 82 111 03 6001181 17 DETAIL V 8 89 8008 81 113 108 108 DETAIL"If AT MIDSPAN D AI FF'(flXED PANEL) 18 103 113 10 DETAIL'ffi IDETAIL-W. A 8 R 20 30 •27 83 OR 81 8o OR 81 1? 20 e ATJAMS 08 1 111 92 113 100 108 AT MIDSPAN nO>wcl'K" 28 DETAIL{FIXED PALL) OR 81 eo a wtr ••Y.....•wrida 1 No 27 � as 26 oR 81 fry. Fto 20 •••(ALL•.� • • ••• `�� [[��,,0�� •• • ••• •• 113 100 111 •VVV �CENav ••i ••• • • •'';dP 1 ••i•• : AT MFOSPAN ;' 140.68705 DETAIL AA' DfiTAII Ya0'{ IXED PANELt , "ITEM 81 SHOWN,ITEM BO ALSO APPLICABLE,SEE TABLES 1+3, mz SHTS.74 FOR DP(PSS ASS "TED WITV STA f,• ''Ftp'., .c tmlutt r�CHAWN 7WMW •• * rasa . H WONTAL SEC77ON DETAILS .Fs ••. ... �. ornsna C2 aro Rt (a.3w• s 1, S&ES770ALUMNVUM SOD-LMl new PQ �1 NTS 18 .23 Pomm g Awoo PF9 PE 08 RAI • • • ••• • • • • 0 • 0 0 0 0 • • M 5 61 113 118 7 -kH113 1. u MTHRIOR 11 i n n 103 120 5 81 5 14 ol LJ I 113 118 'y y�, 11 oon�urwia��—riQw12 7 sc�w�co,dwo��—�`r •� 113 103 119 maw � 5 DETAIL 'JJ' .. . . . . . DETAIL KK ,,•o'�?'.��..L,Y�r,"'�w . y•... (90° OUTSIDE CORNER2-TRACK SHOSNNI: ISrQ CORNER, TRACK SHOWN) •%, ° - ..* k; 140.98T� . �,'G� w ronrnr � rsr •• • ; ZONTAL SECTION DETAILS CORNERS '. •.,FioP• ✓x o4 c: ,wv ro " � . ' ES 770ALUMINLNNSOD-LMI '��sS/�f0�fNL pt�� •` N�P191P74 A.IYPtl'lR PE. 0SODI)0 NTS 20 n 23 �+ro P 2 Cl PM ITEM PO Deg a PBT.a o REM Deg 9 s - 1 17908 617908 TRACK .60 1 817928 PANELS" 2 17903 617903 TWu2CHEAD WITHSCREEN RAIL 61 17928 817926 PANELSTS.ESWAW�) 3 t7909 Ba 17327 17327 4 17112 et 2 TRACItHEAD 6:N im 8TP245 VONYLS .•TtINd b fM4 817314 E SCREW COVER 84 1728 71729 5141.END WEA1t1ERSM PAD 8 17317 731 RAM NEADIJAMB AOO ON 17828 1 8t2tEY( 7 17304 617304 TRACK&Lk b1 17328 81 9 17901 817301 TRACK 881 WI1H SCREEN RAIL 89 17339 617339 HEAW OUTY ASTRAGAL 17907 61790 69 17324 617324 B -11mom A& 10 17910 817310 iRAGN 70 417880 WEA R�EXR°JNBK>ri 01&IECTIOMI M0) 11 17313 7313 E8017RACKINBERT 71 1696 71 1U2"Xi% S 1 1791b 817316 SO.LBtTNEENADDt7N 5153 .STL ASSY. 13 17318 817316 E8018UiEENEND AD60N T3 8183 76153N DOWM YLtriN ASP. ORM 14 1 a17305 TRALSC IAMB 74 899 16 11302 817302 TRACK S WITH SCREEN RAIL 8188 OWN MORBCE Y DUAL LOCK WILD TRIM PLATE 18 173 817308 TWt(2CSAM8 7a 7f030JOfPFX 042X1"RL.85SCREINWITYPE`F`TIP 17 17311 1 1 TRkgiSNNB 7103299 t0;{ESll mcu.,WT t 17322 81 0 17988 617368 18 4 U4 ONE BEAD"OROMUL 19 17919 817319 891RI8ER•01tOLLOW 17367 Bt7367 t'p BEAD iIOPoZWNTAL 17321 1 Sg1RL9Bt•LWY T 17369 8179= 7118 SPAOHO�CNTN 21 17319 817318 86J RISER• OMIf HOl10W 81 17380 817�D 9116 22 11366 817366 FlAT 1 924 1 29 17364 7364 RISER-MED 83 IOTAPE 117X1n8°80NGLE ADHE�YE APEF<XiItNl3FAQ 24 17300 617220 RISER•NGt#iHOLLOW 28 17323 51 O L •m(pi FLA t 8062 AOL HO 1 617333 POCKET DOOR Pd1001C LE PLUG 7206 SUM PER 27 7070 81070 NEOPRENE BLB B WSW FOR P4 00K 1695 71898 OtJBT PLUG 17330 617399 DOOR P•i00%MOUN7 8188 Nor—11 KEEPER 2g 1 817335 P4HXNtCOVER L 90 17398 617308 POIMETDOORP•HOOK PoBER 81 PANELCUP-6•LCNO bPWNAL PARTS p60T 97382--M PANEL N REiA NER 40 4319 812286 SCREEN RAIL•LOt2 SZE 1739 71 39 HR6EI 8 pT•UNIEWOR RIi�O WI1H TNMB TURN 4 fEK L 158 1 71740 HANDLE 42 4t816 SCREEN1�SPACER GET 1� 1791 78182 1 HANDLE 107• R WRHYMMIUM d9 Bt52 89182 8(FMNWTEILLOCKADAPTEIl 1t0 1731 78176 NiNNgEtOt•RECE8-E10R�RF1a1 44 4428 64928 OOU 111 7/0784 A10 X3W PN.TEK 46 4317 612288 CREEK TOP RAIL 112 1236 0 e 215 •FUN SEAL 46 4318 812287 NeormRAO. 113 1712 888 187X.230FU9M 41 888 7SRAa 1ANOW 114 710X1 of ox 46 868 8 R-ST. 115 imm #1 1 49 4344 Xi" ROIXX.TttBY186% 16 1 117 'aX 814.20X7. ELVER camoybe"ll the mod& 51 1� 81882 81'UNE•.185 118 17938 817338 OOTSIDEC RNIN y• �,� 0 1N03. NE,•tD0 119 17937 81boa 53 61818020 CL01H 120 17938 et1 N 84 1725 U7 x 4`%Inv Si1RNLN.BLOCK 210 tE 3f18T•715 56 1T� t` BL 21 GLASS EEO 1644T•7/180AMONATED.HUHTPV8 tlltlillflte GLASS 7n8tAM3NATtANTHTPWI • • 9iLA98 TT306®316i•7116 TEDHTdff80P • 1oif4T•7nsLAMINATEO H ��,�� $F.!4 ;.` GLASS SLAMINA • 204 MASS 116 LAMINATED MT44T SUP J • 218 •• • • TEO BOP ® :•' 20S BIAMWA aw •• �6 • f NEW i89ft8i• ft6 P TEDAPMAISJ80P Ho.58M 1Y 2t7 GLASS LAWNATEDKM 84T•7118 LAMI NA1EDANN ANN SOP / NOTE:ALL ALUMINUM=8083-TB Ni1 f t : • •• �p � 1f7It 4! � N Efl� 4" ' •• • •• CARTS LIST '��Ij�S�OIVA�. mw SAES 770ALUMINUM WD-LMI Ire f t l l t t 11 lim oftWI13W4 80D770 NTS Z? a 28 PQTOOO2 Q$ A fbdbft LY M�P.E. OtYO 11A ••• • • • • ••• • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 T • T 1-0.080° r 1.303° _�L,Ij 0.T ° 0.718" 1A60`� 0.83° --.�{ 1.060° 1.003° � ` 0.326' 0.060° 0.778' 0.782° I 0.709" 1.182" 'j 0.767" 0.062" 0087 0284° 1 0.080' 00�` 9.080 9.6C(' NTERL SCREW FRAME 8.CREW C V CiLAZ1 O BEAD(SINGLE) S�B L_ CK (iLAZI FIX D P NEL CLIP FO(EO PAPtEL��ETA�INER INTERLOCK MAT U 6003-T8 �`fb MAT L:80 78 MAT'L T8 (11)MA TH )MAOI 8083 78 (1 A A L 8083 i O (82)MAT'L X83 T8 3.979' 3.979° 3.BDa' J9 f Tf- U7 a.3oa" 0.762' 0.076" 1.848' 0.798° 1.183° 0.886" 0.078° 1.846° 0.082" 0.233° 0.082' P-HOOK MOUNTING ADAPTOR P-HOOK SCREW OOVER (29) MAIL:8083.78 O OBQ" 0.126`° 0.281° (2)MATY 6083 T8 p_HOWC FOR BOX RISER �Eaw DUTY ASTRAOA L- i 3.802° (30) MAT'L 808378MASTRAGAL (88}MAT L 8083 T8 (`)MATti 8083-T8 Ll .87' �HOQK 0.02 0.076' 0.02 1.34 18 0.133 a- 18a8 (20)MAIL 6083-T8 SAW ST.ANDAPD SMLE 3.128° j¢WTTOM BOTTOM RAS. (80)MOU 8083.78 HEAVY DUTY STILE (89j MAM W03-T8 1.872° O.a32` (61)MAM 6063-TB 0.780° - +-0.780" 1.018° O,�a 1.487 SEN STILE 0232° PRODUCT RBYtSBD ° 0.082 (40)MAT L MOM 0.082 t+- m eoaryJ7lag ritb uro ttGetda 0.760° BHF SIU.RISER 0.232° nwuo0 U gAATL 8083 T8No 0.237' J t 015 0.�2° 0.9�" y� ^ 3.988' 4.068' 3.308" 3 , 2688•pp82i ��g• • • e4w ,,tUttuti • • • • • • pip,58706 0.082"--•� 0.08 -0-te 0.082°-a-tr-- ^_ jiIGH 80X 81LL RISER m 0 UM BOX SILL RISER �BOX FILL RL4ER U H B SILL RISES F T I MED FLAT SILL RISER AD FLAT S81 RISER (24)MAT L 8083-TB (23)MATL H083-T8 (21)MAT'L X83 T8 • )M 2 MATL 8983 T8 MATL 8083-T8 (2 MAT'L:X63 TH p srArn qtr: 1t)HlHt MOt#fA 07Mt#ff.E7 USION5 A 0(k8!!4 Of )oCHAITf!ro7Ffe8NEET iii/S�1Q L��tt`• •• tom77 no>fall r�aa�s •6&IES170ALUMINUMSGD-IMI flJ,t A„til! MAR31 • •aa aeYtatta t>m R1/PJ4 HfiDTN jvfg 22 a 23 POTOOt71 C8 P89Was 58Ta ( ••• • • • ••• • • 1.046° 1•�• 1.38" y ' ,.6os° 1211" 1983' 0.082" 0.081" SC1�EN TOP RAIL " O.81" 0� (46)MATL 8083 78 0.081 2-TRAGI H 4-TRACK S6.L (1 A 8 (1O)MA1"L 8003.78 8.198" 8.198° 8.628° LOW M -n TI I1.2'11° I rriE 1�� 0.062" 0,081• 0. W�ATU S U. SCi�EN BTM.RAIL (9)MST :80 3 2•'RA K HEAD W]SMEEN TPACK {48)MAT L 8083 T8 2-7RAClC JAMB 8083-T6 8 y�• - (14)MAT L 8�3 78 7.106` �TRACK JAMB W! SCfiEEN TRACK 1.606" 1.38" (16)MATE:803-TO 12'11° TRACK 1.38° 0.0 t CK 301 W 0.081" A :8 8 0.081° 3•T CK HEAD (3 M :806 T 6 4" 9.142' 0.081° 9.808" -77F -n 1211° 7.105° O.Ow (n om 9.141° 404 E 0.081 A7 L:�3 1.03 •,- — 6.821° 4° div jgQrfdQ \'cam ft 72 NO A Al 1.8" 0.133° 2.893" f r ad 1.81 1.498° 0.080" + i • • • ••• `��ONS LYNN 04307E CORNER qSJ L • • • • • • • ��8" (18)��A7'L:ever ro P; (120) T1 Bfl83 T8 • • • • •• Na 68706 _ {?1 4718 (118) T1; (17)MA T w� •t �n�rEbl�--`.M-;- J� ImmOI NOCNANWTMOSHEET •• i • •JR CdMOOHANOE3 ,�(�6��XXjdj!REUS;JONS ALUMlNUM SQDLMIPP19f7< lbaR A.�rora A0770 N73 S3 s 2? PQ70008 Cd P.EJBf • • • • • • • • • • t Florida l3pilding Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVX... BHome Loo In I User Regtstratbn Hot Topics Submt Surcharge Stats&FadPui• Facts cations FBC Staff BCS SU Map Unks Search Bgnesrlma>.►�.+e CS uct ApprovalPI9� 0R'Pum User Regulation Product Aooroval Menu>Product or Aookatbn Search>Aciakation list>Applicatbn Detail FL# FL4334-R6 Application Type rmation Code Version 2010 Application Status Approved Comments Archived 13 Product Manufacturer C::M�asonite Address/Phone/Email i West Chicago,IL 60185 (615)441-4258 sschreiberomasonite.com Authorized Signature Steve Schreiber sschreiber0masonite.com 6666 Technical Representative ••• •••• •••• • Address/Phone/Email •• • •0000• •• 600.06 •• • 0600•• Quality Assurance Representative •••••• 6666 • • • • Address/Phone/Email • • 000.09 •• • ••••• • • !.t••6• •• • 00.00 Category Exterior Doors •• •6• •6••6• 666600 Subcategory win Ing Exterior Door Assem swo.•• • •0 • • • • • •600.0 ••••6• Compliance Method Certification Mark or Listing ••• • *000*0 • Certification Agency National Accreditation&Management Institute 666 Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Gd I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 11 Yes 1-1 No 11 N/A 1 of 4 5/14/2014 11:10 AM Florida Building Code Online http://www.floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVX... Product Approval Method Method 1 Option A Date Submitted 02/06/2012 Date Validated 02/06/2012 Date Pending FBC Approval Date Approved 02/13/2012 Summary of Products FL# Model,Number or Name Description 4334.1 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S and 0/S Single Door Impact Rated Li of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.1)df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed.3'-0"x 6'-8" FL4334 R6 AE 504A.odf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for additional Information. 4334.2 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S and O/S Single Door Impact Rated •••• • Limits of Use Certification Agency Certelcatle•• 0000••• • •• • Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930102.11DF •••• • Approved for use outside HVHZ:Yes Quality Assurance Contract ixplration Date • • 90:0 Impact Resistant:Yes 04/30/2015 000060 . . • Design Pressure:+70.0/-70.0 Installation Instructions • •••• Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.odf.••••• :•••i• • • Building Code including the High Velocity Hurricane Zone, Verified B National Accredit9ll&?&Mana ment Institute• ••• and where pressure requirements as determined by ASCE 7, Created by Independent Thlyd OW11 : •• • 04000 Minimum Design Loads for Buildings and Other Structures, Evaluation Reports •••••• •••••• 040000 does not exceed the design pressures listed.3'-0"x 8'-0" FL4334 R6 AE 503A.ndf • • max nominal size.Hurricane protective system is NOT Created by Independent Thicl P&Tj-Yes • • required.See anchor detail DWG-MA-FLO121-05 for • • • • 040000 additional information. • • • • • •••• • 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites 0 0*• Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.1)df Building Code Including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 116 AE 501A.W max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO121-05 for additional Information. 4334.4 Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL-4334 R6 C CAC N1005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0121.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0" FL4334 R6 AE 501A.odf max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes 2 of 4 5/14/2014 11:10 AM Florida B;dlding Code Online http://www.floridabuilding.org/pr/pr�_appjtl.aspx?pamm=wGEVX... required.See anchor detail DWG-MA-FLO121-05 for additional Information. k 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certiflcation Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FLO120.adf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 6'-8" FL4334 R6 AE 502A.Ddf max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of use CertMication Agency Certiflcate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the Florida FL4334 R6 II FL0120.0df Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports 0000 does not exceed the design pressures listed. 12'-0'x 6'-8" FL4334 R6 AE 502A.Ddf . . •00000 • •••• max nominal size.Hurricane protective system is NOT Created by Independent Th% Yes •••• •0 required.See anchor detail DWG-MA-FLO120-05 for • • • • additional Information. •••••• •• • 04 0000 • • 4334.7 Fiberglass Side-hinged Door Units- 8'-0'Glazed I/S and O/S DoYAArsrw/o Sictgijj:• • • Impact Rated 0000 • 0000 • • Limits of Use Certifleatbn Agency CertiOito • • Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005988.04 PDF •• • • •••• • Approved for use outside HVHZ:Yes Quality Assurance Contraption Date• • Impact Resistant:Yes 04/30/2015 • • • • Design Pressure:+50.0/-50.0 Installation Instructions • • i•••i• •••• Other:Evaluated for use In locations adhering to the Florida FL4334 R6 II FL0123.Ddf : •• •••i Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditatbn 8PManagemer"Astitute• • and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: 00:• Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0"x 8'-0' FL4334 R6 AE 501A.odf max nominal size.Hurricane protective system Is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8'Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R6 C CAC NI005930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2015 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use In locations adhering to the Florida FL4334 R6 II FL0122.0f Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0'x 6'-8" FL4334 R6 AE 502A.Ddf max nominal size.Hurricane protective system is NOT Created by Independent Third Party:Yes required.See anchor detail DWG-MA-FLO122-05 for additional Information. Contact Us::1940 North Monroe Street.Tabhassee FL 32399 Phone:850-487-1824 3 of 4 5/14/2014 11:10 AM Florida Bpilding Code Online http://www.floridabuilding.org/pr/pr app_dtt.aspx?param=wGEVX... The State of Florida is an WEED employer.CoovrieM 2007-2013 State of Florida.::Privacy Statement::Access9>Ilsv Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 1 i 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address d they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you cid not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine 9 you are a licensee under Chapter 455,F.S., please ckk hmL. Product Approval Aacepta: mom • • •••• •••••• •••••• •• • •••••• • • • •••••• •••• • ••••• • • •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• 4 of 5/14/2014 11:10 AM _ x NOTICE OF?RPR„ - DUCT_CERTI_FICATION Company: Masonite International Corporation Certhkatiou No-- MOOS930.01 ' 1955 Powis Road Certification Date: 02/17/2005 West Chicago,IL 60185 Expiration Date: 04/3012015 Revision Date: OS /2011 w Product: Fiberglass ImpactIated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites(w/Wood Frome mess notes Specifications Tested To: TAS 201/2021203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www NAMI's Certification Program is accredited by The American National Standards Institute ANS Inswing Ghw,ed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X I/S Opaque 3'0"x 8'0" +70/-70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Pm►d Size:3'0"x 8'0" g Anchor Datail-MA-FL0121-05 X O/S Opaque 3'0"x 8'0" +70%70 10.5 psf Yes NCrL 210-3102-t Maximn Panel Sim:Single Anchor D MA iFt 0121 tail.05 XX I/S Opaque 6'0"x 8'0" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Double Maximum PaW Size:3'0"x 8'0" Anchor Detail-MA-FL0121-0 XX O/S Opaque 6'0"x 8'0" +55150.5 6.0 psff Yes NM210-3105-1 Double $.25 Maximum Panel Size:3'1Y'x 8'0~ Anchor D1-MsA4'121-05 XO/OX US Opaque Door 6'0"x 8'0" +50.5150.5 196 psf Door--Yes NM210.31054 Single w/Sidelite Glazed Sidelite Sidelite-Yes M� 121,5 XO/OX O/S Opaque Door 6'0"x 8'0" +55/-50.5 6.0 psfl Door-Yes NM210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf* Sidelite-Yes Arwhw�1-Mj-FL0121-$0s~ OXO VS Opaque Door 9'0"x 8'0" +50.51-50.5 2.86 psf Icor-Yes NCrL-210.3105.1 Single w/Sidelites Glazed Sidelites Sidelites-Yes MaximumAncha Pawl Size: OXO O/Sue Door 9'0"x 8'0:•• '4 NCT1.-210-3105-1 � SSL-SD.S 6.O,p1f/ Door-Yes• • .. . • Single w/Sidelites Glazed Sidelites .. . . . .8:5'p4t* Sidelites-Yes Maximum Pawl Size:3'0~x 8'0~A„dr mit-MA-FL0121.05 OXXO I/S Opaque Doors 121"x 8'(1"' VM5/=30S ' 788 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes M Pawl Sipe:3'0"x s'o~ Aacha Detail-bW-FL0121-05 OXXO O/S Opaque Doors 12'4"x 8'0" • .+55/rSO.S: 0,psg% Doors-Yes NCrL-210-3105-1 Double w/Sidelites Glazed Sidelites ;•: : .$�. ": Sidelites-Yes Maximum Pane-size:3.0~x s'o" • • • • . Andwr Detail-MA-FLORM *High Dam Threshold . . . • National Accreditation&Management Institute,Inc./4794 George Washington Memoriai HighwaylAayes,VA Z Tel:(S! }684-5124) 04)611-5122 . . . . . . . . . . NAM AUTHOR1:M S7i NAXMI cc 00 149'MAX.OVERALL FRAME WIDTH HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 20o MAX PANELS WIIDATXH. 37.5" MAX. z CJ 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL '1 I�FRAME WIDTH O a �O GENERAL NOTES ® ® ® ® _ a- 1. 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO tu= L U THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM w DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, �' Cb/) "V) 2. THIS PRODUCT DOES NOT REQUIRE THE=OFHURRICANE PROTECTNE DEVICE (SHUTci 3. OF 50 cli ANDPOLYURETHANE SMOK DEVELOPED INDEX CORE FLAME SPREAD PER ASTM E84. a 4. PLASTICS TESTING OF FIBERGLASS FACING: gg TEST DESCRIPTION DESIGNATION LT SELF IGNITION TEMP ASTM D1929 752u F > 650'F RATE OF BURNING ASTM D635 0.56 IN(MIN C-1 �b � SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH. ASTM D638 I 3.2% DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o 4500 HOURS XENON ARC METHOD 1 o DOUBLE DOOR UNIT W/SID£UfES i „Q'.., rn rn p� z ZCH g 1= a tdA 0. W ¢Um�1U� v1 ® ® ® ® ® ® ® ® ® ® ® ® ® E3 13 E3tnN �¢0 O w90Lu00 pZZ O 0, 0 H .00Q=wU'4OQ 0_' rui '-'--oO¢ • SINGLE DOOR UN17 .SINGLE DOOR UNIT SINQi•• i INIJ* SLNl7 Y�,(SIDELITES DOUBLE DOOR UNiT W/SIDELITES WITH SIDELI7E • • • • • • • tL w O U m¢z WHERE WATER INFILTRATION PER 0 MA IS DESIGN PR 511 REQUIRED TO BE 15% OF DESIGN PRESSURE J DATc 2111105 TABLE OF CONTENTS G MAX MDT INSWING OUTSWING INSWING OUTSWING OU NG` 6 scat: N.T.S. SHEET DESCRIPTION X 37.5 0.0 0 0 - 9.0 +70.0 -70.0 +70.0 -70.0 1 TYPICAL E ATIONS & GENERAL NOTES 0.5 -650.5 + +16.0• ♦1960 +40.0 -40.0 + 5.0 -50.5 I".BY. SINS 2 ANCH R L TI NS DETAIL OX or X 9 .5 + .P 5 +19.0• �1gR0 + .0 -40.0 + 5. - 0. ptlt.BY: 3 ANCHORING LOCATIONS & DETAI OX tt 0. - + - .5 +19. -t 0 +40.0 -40. + 5.0 - KURT BALTHAZORDPAWING�; OXXO 149 +50. 5 + + 0 +40.0 -40.0 +55.0 -50.5 FLORIDA P.E. • High Dam Threshold Design #56533 DWO-MA-FLO120-05 ssEEr 1 a 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o 6' SEE DETAIL _ 6" V� 3' .E. 3' 3'rk Z Q J F- I 6" 00 6' 6' 6' 6" Lo U r�~ w �„ '* n p�p I- - SEE /UL — 'D" � SEE Lij DETAIL — w �Z_ — — CE DETAIL .D. w B B n q n O 8 g 6" 6" — io io — — I I I t r HHI I I I t va"rr x I l o 3' -I 3. 3' 3` 3» 3» h"3'� 6" r� 6' a a 6" SEE DETAIL 08 x 2-1/2" zz cn ASTRAGAL RETAINER BOLT HOLE a te'0: MUST BE DRILLED THROUGH In 8�T a Z #10 x 2" THE THRESHOLD & INTO THE www x w #8 x 2-1/2 STRUCTURE DEEP ENOUGH m Z Z o$ tom. #10 x 5/8" DETAIL "E" ASTRAGAL FORA 1.375" THROW a--a�a ATTACH ASTRAGAL RETAINER BOLT #8 x 2-1/2" #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL wnmomo 0 #10 x 5/8" #10 x 3/4" AS SHOWN. NQ�ON4 rl N N 0.124'ANNEALED DECORATIVE INSERT N #10 x 2" (OPTIONAL) a- N •• ••• • • • • 0.90'�%IUO DETAIL "C" • • • • • • • e,t�-aNNExED r--.0124"TEMP. DETAIL "D" TYR ••• •i i•i i i i•i ••• wwovm<Z SPACER 16 x 1-1/2"PHS DATE: 2/11/05 DOW 632 AddmdntDwm SCALE: N.T.S. 0.8621 t.75" !i.047' ••• ••• •:• •06 ECOL• .., OR LouAt „ 3O M.6r: SINS 1.375" ••i i • ••• i • ••i i X98 It imdl T T T TYPICAL GLAZING DETAfL auc • •• • • •• • • h de DRAwarc:r+o.: INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM 0/S THRESHOLD • • •• • IMPACT RATED GLASS owo- -FLo/2o-os sHEEr 2 a� 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r Q: 00 O O SEE DETAIL6" 6" -� "E" SHT. 2 3" 3" 3" —� 3" 6" I � g^� I.- cr- IL I I II I 1 II I 2V� 1 6" 6" _6" T 6" 6" Lu Lu O io m �- n . - FW- LoU a SEE DETAIL I W N"D" SHT. 2 - N SEE 2 w "C" SHT.HT. 2 A (Z- - - w Lu w 8 A M A v G H 8 6" t I I IHl.HI 1I 1I H.- 3'- 3"-" 6 6 3" a 3" 3" 3" a a SEE SHT. 6" 6" 6" yinin in ; " ETAIL F" SHT. 2 3 3 in s rn I 3 w 0 uj0 Li Na �ATTXt H M NTD TAI Q��Ad `n 1. OR ANALYSIS FOR LOADING CONDITIONS PREPARED, HARDWARE SCHEDULE '�8 o, z IGNED AND SEALED BY ROBERTO LOMAS, PE www �o in 1. JKWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND w c�w��w (FLORIDA #62514) WITH THE LOWEST (LEAST) SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED a=di 0 0 g ��' FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. BEING CONSIDERED FOR USE. JAMB, HEAD, AND Do THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 2. 4" X 4" FULL MORTISE BUTT HINGES. floo 00#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �'SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. '� 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.�" • • • • • 1.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN • -i u L. •4AIN '•' wo�maz MAX OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE •• • • • M• •• SHIM MINIMUM EMBEDMENT OF 1-1/4". OL rt' �-- " CL--� �� VATe 2/71/05 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO . ..• . •,T".• . • ' AddaAmtoWX St4m: N.T.S. TRANSFER LOADS TO STRUCTURE. ��• Cyemc �: N. 3� mG•ay.. SwS 11ofw�w�. cKK.er: 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. • 0 jWIC•ALAQODiRU& •i i i TYPICAL MASONRY ca onAvnKo Ka, • AMCHOR 194STALtATION•• • ANCHOR INSTALLATION Oft-►u-F'L0120-05 sHM 3 OF 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Luis R. Lomas P.E. 1432 Woodford Rd. Manufacturer Masonite Lewisville,NC 27023 Report#:504A 336-945.9895 Date: 12/29/09 Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantities,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA FLO120-05 DWG-MA FLO130-05 DWG-MA FLO153-06 DWG-MA FLO168-07 DWG-MA FLO122-05 DWG-MA FLO132-05 DWG-MA FLO155-06 DWG-MA FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA FLO156-06 DWG-MA FLO172-07 DWG-MA-FLO126-05 DWG-MA FLO140-05 DWG-MA FLO160-07 DWG-MA FLO174-07 DWG-MA FLO128-05 DWG-MA-FLO151-06 DWG-MA-FLO162-07 DWG-MA FLO175-07 Anchors to be qualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 3/16"ITW Tapson,for masonry installation Anchor capacity In shear condition. Fastener type:#10 wood screw (NOS 2005,11.3) Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t.= 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: Fa= 4,650 psi Main member dowel bearing strength: F•„= 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fyb= 80,000 psi Duration Factor: Co= 1.6 Tabulated lateral design value: Z. 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV **60 Fastener type:3/16"ITW Topconn N.O.A.07-1126.10 • • ••••• *00000 Substrate:Hollow block •so• • • Minimum embedment: 1.25 in aa 000094• • • Minimum edge distance: 1.13 in Minimum C to C i 4W• Tabulated shear design volue: Z= 112 lbs Actual C To C spacing: 3, :ease: 9 � n9� �4• • • Minimum edge distance: 2.63 in C to C spacing factor: f(P.••• :••••• so:*** • Tabulated shear design value: Z= 197 lbs Actual edge distance: 2.50 in •••••• •••••• •••••• Design value per interpolation: Z= 189 lbs •••••• • •• Allowable Design Value: Z'= 189 lbs/anchor 0 • i • • ••••i• Minih mil aw)w cgwJty: 171 I0onchor • • • •• %04*: Note:Anchors with the hast capacity Is used for calculations to qualify anchors with higher capacity. a..* i •009 • Anchor calculationsminimum mautred anchors • Pressure against sto with h§ p threshold: 36.38 Design pressure: 85.0 psf Area Load Ind. Max. Anchor Zone (fte) abs) (in) .0Orbs)QtY Result 79.25 AI 2.3 195 N/A N/A 171 2 98 OK Ai Az 7.7 656 6.00 18.00 171 5 131 OK Single. Pressure away from stops: 36.38 ' Design pressure: 85.0 psf Area Load Ind. Max. Anchor Al i Al Zone O.C. Cap. Load Result 79.25 (ff� abs) ( ) (in) Obs) Qty Obs) Al 10.0 851 6.00 18.00 171 1 5 170 OK N� �g• • • • . 'b' /moi 1 • � I . • (V . � • A OF y'fit/ Luis R.Lomas P.E. i,'.� •+fi1 aRt4 ` '#1%% FL No.:62514 1 of 2 /� - e was* `� � 1/7/2010 Luis P. Lomas P.E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville,NC 27023 Report#:504A 336-945-W95 Date: 12/29/09 '* y Single. Pressure against stops with saddle threshold: 36.38 Design pressure: 85.0 psf ' Area load Ind max. Anchor At, Zaie O.C. Cap. Load Result Y 79.25 (ft) Obs) (in) �) Pbs) Qty Ob) A2IA2 Al 2.3 195 WA WA 171 2 98 OK AZ 8.9 753 6.00 18.00 171 5 151 OK Anchor Locations- 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 I 13.45 MAX..O.C. 1 6666 • i • • 6 • •• • 0066 • 60••00 •• • 00.000 • •6.66• 79.25 666• • 6 • • • 6 •6660• 0000 • •••66 • • 06.66• •• • 06060 0* 00 00 0 0000006 •66.6• • 6 • 6 6 • 066666 0000•• • • 6 • • 6 0 • 000000 00 • •66• 6.00 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. . • • • . �' v;S v�CEIV4-, sF9�� TAT OF ;At rQ � VI)I aNA"11111i Luis R.Lomas P.E. FL No.:62514 2 of 2 1/7/2010