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Notice of Acceptance
_ f M IAM I•DADE 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 NOTICE OF ACCEPTANCE (NOA) www.minmidaAg.gov/economX. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. -RER reserves the right to revoke this acceptance,.if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has.been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No: MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, signed and sealed by Anthony-Lynn Miller, P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's.name or logo, city, state, I 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 pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 14-0930.25 =M1AM1iD2,AD1EuNTY + 5 Expiration Date: April 30,2020 , f Approval Date: April 30,2015 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, prepared by manufacturer, 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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory,Inc., Test Report No: FT1,4897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 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. Man lbrenez,P.E. Product Contr E aminer NOA No. -0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(Co1VTOMD) 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors". dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. - -5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. 1. Statement letter of conformance, complying with FBC 2010 and FBC-�5111 Edition (2014),dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated September 27,2014, issued by . manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. G. OTHERS 1. None. Manuel z,P.E. Product Contr 1 E aminer NOA No. 4-0930.25 Expiration Date: April 30,2020 Approval Date: Apri130,2015 E-2 GENERAL NOTES:SERIES 6520 LARGE aS ALL WS DESLONPRSPER GLASS TRATINO IMPACT RESISTANT,VINYL FIXED WINDOW IMPncr�� YTAKES 4-13,3,SHHEEers 6.1 1)THIS PRODUCT HAS BEEN DESIGNED 0 TESTED TO COMPLY WITH THE IW(•SUCK WIDTH SED TABLES 4-13 MAIL JONG SEE TABLES 4SREQUIREMENTS ZONE QI HE FLORIDA BURDWG CODE,INCLUDINBTHEWpI VELOCITY (SIWRTOR LONG SIDE) NG SIDE) I.-�HURRICANE 20NE(NN¢} MAK.O.C.SEE2)SHUTTER4 ARE NOT REWFffD WHEN USEDW WINOBORNEDEBRIS REGIONS. IMAX. D,SEE O.C.SEE TABLES IABET3 - I -TABLE6413 �� 4 """'d mNWN40r•IIaKtFORSIO WTHEHMRiHE0UTB0AH0 SHEET' 1 _LITE(CAP)MUSTTEMPERED. _ FI m °IDn3)FOR MASONRYAPPLICATIONS IN LGAMWADE COUNTY,USE ONLY WM43AM E MI-ICOUNTY APPROVED MASONRYANCHOR&MATERIALS USED FORANCHORVISIBIP IH &tinmi aeN°4vEVALUATIONS WERE SOUTHERN PINE,ASTM CBO CONCRETE MASONRY UNITS AND LIGHTWIDTH IGHT.S (n.CONCRETE WITH MIN.KSI PER ANCHOR TYPE. _ MEIGHT,SEE ____�___—__ __ _ TA NGOR3r __�_— —___4)ALL WOOD BUCKS LESS TWIN 1.112'THICK ARE TO BE CONSIDEREDIX SOSIDE) I VISIBLEINSTALLATION S.IX WOOD BUCKSARE OPTIONAL IF UN(TIS INSTALLED DIRECTLYT. nSUBSTRATE.WOOD BUCKS DEPICTED AS 2K ARE I-ICC THICK OR GREATER.WAND 2X VISIBLEBUCKS(WHENUSED)SHAL BE DESIGNED TO PROPERLYTP/WSFER LOADS 70TINE A _ IJEYIf 0.SE-E ILIGHT C,SEESTRUCTUREWOOD BUCK DESIGNAND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEETS XEIGHf SHEET♦ EENGINEER(EOR)OR ARCHITECT OF RECORD,(AO% . MAXBW( 8)ANGIOR EMBEDMENT 7G BASE MATERIAL SHALL BE BEYOND WALL DRESSINOOR f iHEIGHT,SEE STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. 1TABLES 40(LONG OR 2 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEAUNCUPLASHING MAIL O.0 MAK:O.C. SHORTSIOE) O '�+aSTRATEGYFOR WATERRESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS SEETABLES AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 413 SEEOTABLES _MAX114•SHIMS AREREQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCE - C -" >- 0) aN°0 IS NOT FLUSH TO THE SUBSUUTE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED I LOADS.WOOD BUCKS,BYOTHFINS,MUST BE SUFFICIENRYANCHOREO TO RESIST Bim__ 0-MAX•-+T -- Ilym X• LOADS IMPOSED ON THEA By THE WINDOW. J- T) Z� iaLL �D TYP.EQUAL-LEG/80X 8 TYP.INTEGRAL FIN&J•CHANNEL °• ])DESIGN PREssuaes: FLANGE FRAME(90°CARNERS�, FRAME(BD°CORNERS) czi V x Tri A NEGATIVE DESIGN LOADS BASED ON STRUCTURA/CYCLE TEST PRESSURE,FRAME (ANCHORED THROUGH NAIL FIN) I�� ANALYSIS ANO GLASS PERASTN E13M DN B.POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE,STRU=RAU CYCLE _ 12 TEST PRESSURE.FRAME ANKYSIS ANO(BASS PERASTME130B &�• 11 5$ n' 0. < O _ �z az 1-. u B)iXE ANCHORAGE METHODS SHOWN NAVE BEEN DESIGNED TO RESIST7HE el MAX -/ MAX Z W YANDLOADS CORRESPONDINGTO THE REQUIRED DESIGN PRESSURE THE 33.1TJ1L C STRESSHNCREASE HAS NOT BEENUSEDWTHE DESIGN OF THIS PRODUCT.THE 1.0 (O� ,'HNC O.G SEE I-gEE ,p P+ W LOADDURATION FACTORWAS USED FOR THE EVALUATION OF ANCHORS WTO WOOD. SEE TABLES TABLES y TABLES ®$ g pB 1a'y5 ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET 1 LS THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. �� J\ MAIL G.G. Z °�5 0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER 8 LLI CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / EMAIL - VISIBLE NR6DICTION. VISIBLE' - 4.13 LIGHT p LL Q / LIGHT --I- / HEIGHT LL' 10)REFERENCES;TEST REPORTS FTL.7807:ELCO ULTRMAN AOA;ELCO CRETFFLE% T WiGHT1 Z NON,ELCOAGGRE43ATOR NOA:ROYAL WWDOWAND DOOR PROFILES,LTD WHITE 6 AIAX BUCX HEIGHT.SEE Z ,W. a BRONZEAIGHTER SHADES OF CAP COATED PVC EXTRUSION NONE;WRIOfLLL DESIGN HEIGHT SEE (LONGTABLER S 'O' SPECIFICATION FOR WOOD CONSTRUCTION.ANSVA°&PA NDS&ALUMINUM DESIGN / - H0KG� MANUAL TABLES 4•S VISIBLE _ SHORT SIDE) VISIBLE DING OR 11)PVBA 0 INTErYtiR9 MANUFAC111REDBY EI.DUPONT DENEMOURS A(X>.,INC. LXSHrWIDTH SNORT Sm E) LIGHT WIDTH LapNV LYNI-j..4 AKA KURMAr AMEWC0. 'Z YAM I 6-MAX GENERA.NOTES--.----.I I II ELEVA7NONS_......-._.Y�.1 &MAK 123' _� F'�MAX O.O SEE TABLES 4S � 115-MN%. �• Na 58705 I� MAX DA. FRAME.GLASS'S �•Y VISIBLE LIGHT FORMULAS III+-111 SEE TABLES 413 AMAX BUCK WIDTH SEE TABLES 4.6 -•G•'�- C O:C (SHORTORLONG=E) 3 5.' INSTALLATION,LEFI.WOEa WIDTH:BUG(WIDTH-47110 MAX.BUCK WIDTH SFFTABLESI-t3 :�O'•. STAT of`. !(F�: EQUAL lEO_.-. 3 HEIGHT:BACK HEIGHT-4.Y78' (SHORT OR LONG SIDE) INSTALLATION,INTEGRALFW& - TYP.EQUAL-LEGIBOX&. TYP.INTEGRAL FIN 8 %"gyp''•......... / J-CHANNEL FRAME(CURVED OR .SS'•••••••• , GLA2INO DETAILS...........-_.& FLANGE FRAME CURVED ANGLED CORNERS DESIGN PRESSURES7 -__..610 OR ANGLED CORNERS' (ANCHORED THROUGH NAIL FIN) BOM&ASSEMBLY.....__11 A LYNN MLL61.PE P El b0N05 rneLE 1: Table WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW: Glees Description Type 0 7 719•Laminated LG--118'A Exterior Cap+7/18'Air Space+Sr19'Laminated;(2)Liles o1119•A Giese Wth.097 PVS Interiayer 4 W•ANNEALED 9 ?Ar Laminated LG-1!8'T Exterior Cap+7/1C AlrSpece+SMS'IJknMated;(2)Utee MIff A Glass Wth.0908 PVB lnII012Yr 5 W-HEATSTRENGTHENED 9 718'laminated LG.:3116•A Exterior cap+3/0•At Space+lift('Laminated;(2)Liles 01119•A Glme Wth.097 PVB hlar ager 8 •r=TEMPERED •PYE•-.OHM1'INB IHIERUYEa Box OR 10 719'Laminated LG.:3118'T Exterior Cep+3r8•AB Space+5H 6'Laminated;(2)Utes of VB•A Glass Wilt.097 PVB Interieyer 0 'S0•-DBP SENTRYGLAS EOUAL 11 17 Laminated LG.:10 T Exterior Cep+7118'All Space+7119'Lar dnaleP,(2)Utes of WV A Glave Will.090'PVB kltedeyer 7 P4iGaAYER FLANGE LEO -_ - 12 V Laminated I.O.:3110'A Exterior Cep+319'Air Space+7110•Laminated;(2)Ulm Of 3117 A Giese with.DOW PVB Interlayer' B 13 1'Laminated LG.:3116'T Exterior Cap+318'Ah 5P3"-7116"Leminalad;(2)Utas of Will"A Glass Will.090'•PVB Imedsyer 9 14 l'laminated LG.:3118•A Exterior Cap+318'AB Space+7116'Laminated;(2)Lkm of 3116'A Glass tt(lh.097 SG interiaYer 10 15 V Laminated LG.:3110'T Exterior cap+S/8•All Space+7116'Laminated;(2)Liles of 3116•A Glass with.097 SG Imerleyer 11 G1J55 TYPE914 TIiROUGH 18 1'Laminated LG.:118'T ExledorCep+711W Air Space+7/1V Laminated;(2)Ulm of 3flW H Glass%911.090'SG hde fter 12 '17 MAY NOT BE USED WRIH 1CHAriNF1 ORINTEGRAL 17 1'Laminated LG.:3119'T Exletlor Cap+318'Air Space+7/19•Laminated;21 LKm x3118'H Glme Mall.090'SG Inferiayer 13 •FU4 FRAMES; TABLE'C ANCHORS INS ALLEDW ROUGH FRAME ,MIN.OF 3TNREADS Min.Edge Mtn' BEYONOTHEMHTAL Group Anchor Substrate " Dirlance Embed—nP SUBSTRATE FOR _ P. 0111 m ne _ STEEL STUDS,MN JCHANNEL INTEGRAL 0106M9 Stmt ASS'- SAW` Q050• Fu-4S KSL .. FN (stmt,1"3.S. Steel Stud.AB53 Gc 33' 318 0.0451'(18 Ga) •UNGROU TED CMU` or410 S.SJ VALUES MAYBE A Aluminum,608375• 3/8• 0.050' USED FORGROUTEO P.T.SOUthem PAIS(SG=x55)" 7/16• 1-W CMU APPLICATIONS. 3118•also UHracar Concrete(min.285 kei) 1' 1.3W UnanoutedU,ASTM C-90 Tflr 1414' " 012 SMB P.T.Southern Pine(SG=0.55) 9116• law " B (steal.168 S 19'.S. Steel.A36' 3 0.050• Or 410 9.8.) Steel Stud,A653 Gr.33• 318' 0.0481'(18 Ga) ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED.COMMON EXAMPLES SHOWN.INSCRIBETHE SHAPE INA BLOCK(SEE EXAMPLES Ahimlr%m.6083-T6 3/ 0.083' BELOW),AND OBTAIN DESIGN PRESSURES FORTHAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 610. I 1!4'steel URracon Carcrete(min.285 kel) 1• 1x/4' aNG "LONG. LONG SHORT j C Uo9muted CMU,(ASTM C-90) 2.1YP 1-114' F"--SHITE )�--SIDE—'1 F•—SIDE ' '1 SIDE L` 11a steal creleaex Conaete(min 3.35 kel 1" 1.3x4 1/a•steel unmcorlP.T.SouttBm Plne(SG=0.55) 1• I've, I I ' lk p dated cMu,(ASTM ceoJ 2n/r 1-w• g I I � 1/4'eleel C+elefekw P.T.SOulh3m Pine(SG=0.65) 1' lata• H 1 _ I 1 1 114 sled P.T.Srxnhe1T14'ble(SG=0.55) 1' 1x19' 1 4ppexdareonpirLiawlrktls D LONG LONG LONG LONG LONG O n d6n Ins AggreGata Grouted CMU,(ASTM C-90) 2' r 1�- SIDE --i F•- SIDE yL" F-- SIDE -�( F�SLOE +I Ir— SIDE +1 / - la steal uu r�on. Comate(min.265 Kai) 2-112' 1x14 r--- T r- - T --- Kol r2'v4•alm Cretesat Concral mn.3215Ac 2-112' 1x14i I 1 - I- l� y.L 1 rova•med A9Dre�mor corlerde(mm.3s7s kap 1.1x2• I �. �I I � Vy TABLE 3:ANCHORS INSTALLED THROUGH NTEGRALFIN � �1 1 L J Group Anchor Subdrad Min.Edge No. `\� x LYt1N Didenee Embedment E "2.1/2'x.131'Commas NAP.7:Soultern Pale(80=. 318' 2-7110 aa �}CENSF'•.•y �� V 2.112'1angaha k Redid NesP.T.6oulhefn PIIp(SG=.tSs) 316' 2-7116' =* No.58705 P.T.S.11.,Pme(SG=.65) 1!2' taf9• €VINYL FD(EO VANDOW NOA(LM&SM) g 918114 010 Thoohead SMS NumLNIA 800175• 3W 0.050, - ' (etee1,0S.S.e. StedStud,GGr.3T y8- D.0451•(1BGa1 gGLASSlANCHORS/FRAMEOPTIONS t&JROSOW$KI ��:�•� •� x410 S.S.) _ %O si F Steel,A36' SAr 0.05T I P.T9aAhemPlrle(60-.55) S10' 1aI B• •MIN.OF37HREAD9 CERT.OFNITH.Sla30a a � •�''`t`S10NALE�G2` 012 ME Abenlnum.6W3T6• .; O.r1aT' BEYONDiHEMETAL (steel,l"S.B. g18STRATE,EOR 1070 TECHNOLOGY DRIVE r^nnnit"� ar4to 85.1 sled slug or.3T yB' 0.657 STEELSTUDS.MN N.VENICE,FL 54275 Sted,ASS' 318' 0.057 Fu=4SKSL (941)-480-1600 D PW-5520 NTS 'g 2 O 11 0= MO-5520.0 i< ~LYP.EA�0e705 PP INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETEKNU. BUCKSTRIP IMM CONCRETEXIMLL OPTION T EMSEOMENT SEE NOTE 2,THIB SHEET. _ FRAMEIFR'02XWOODD EDGE DISTANCE 1 tw MAX EMBEDMENT FRAMEOR BUCNfSTPP. _ L SHIM U4. SEE NOTE 2.TNISSHEEi —!• 2 4 SHIN ' G=J EMBEDMENT EDGE FLANGE - DISTANCE E Q ,-f:DISTANCE FRAME —1 SHOWN �V4•MNL 7YF.ANCHOR TYPE. YTHidCkD. (((`` {,AND EDGEy\4 TYP.ANCINDRTYPE. 2 SHIM EMBEDMENT DISTANCE PER �JJ(+�`.' EMSEDMENTAND TYP.ANCHORTYPE, SUBSTRATE. EDGE TRICE PER J Ed.BEDMENTAND �� .._...... -SUBSTRATE.SEE S SEE TABLE 2,SHEET2. ... Q _ SUILMEDGE BTANCE PE R TABLE 2,SHEEP 2. TABLE 2.SH EEET S TABLE 2,SHEET 2. G � 7le'THK7(I.Cr I o RANGE EXTERIOR 479181E tXitiTWATH—._—._.+-{o FRAME T EQUAL- TV THICK LO, QUAL-TATTHICKLO, NOTES: SHOWN LEG/Bd(, BUCK WlDiti FRAME i)USE ONLY SUBSTRATE-APPROPRIATEAW34ORS SHOWN SEDGE DISTTAi,NC LLIIMIiTSHEET S.ANY INN9IALLA HORIZONTAL SECTION A-A OPT"SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DPDEAPPROVED MULLION,FBC COMPLUNTALUMNAVSrEEL FRAMHOOR STEELSMD. 2)R TABLEY SHEET .MAYO USED INT014'OODAS MAY BE VERDCAL OR HORIZONTAL SEE 9U83'tRA7E PROPERTIES:TABLE 3,SHE"2 PER THTC ARE TO 13E CO SMEREOIX LESS THAN BUCK VISIBLE 1-iITiHICKARE TO BE CONS'OFREO t% .- 7N-MAX. HEIGHT LIGHT INSTALLATIONS.IXWOOD BUCKS ARE OFTK)NM-IF SHIN 114'MAX SHIM MEHittT UNIT IS INSTALLED DMOTLYTO5USTIRATE.WOOD, �' VIO CRI 2 SlIC1(9 DEPICTED A9 2%ARE 1-il2'7HICK 0'a TABLE 2 SHEET 2 GREATER.1%AND 2XSUCKS(WREN USED)SHALLEF. OESIGNEDTOPROPERLYTRANSFYRLOADSTOTHE - STRUCTURE.WOOD BUCK DESM AND INSTALLATION IS THE RESPONSIBILITY OF THE ' ENGINEER OR ARCHITECT OF RECORD, , ])VISIBLE LIGHT WIDTH DR10GHT{ALSO REFERRED TO AS DAYLIGHFOPENRii)IS MEASURED RUNt I•THICKLG BEADIIOTOBEADIN3. FRAMEL MPm.NxiwmPblFa NlPlits SHOWN PRAMS 3T.M. m4t.. YP- TANCHORTYPE, I� ('jI SHOWN J_ y CJ _RIOj I� EMBEDMENTAND C—OI�,.J �� EXTERIOR Pmdati{ 4 u EDGE bISTANCEPER SUBSTRATE,SEE TABLE 2,SHEET z INSTALLATION V INSTALLATION LRUS X OPTION 4 OPTION 4 FRAME AN610_�THROUGH ROUGH SFR SHOWN FRAME INTO FRANE�INTOMETAL �:'• 4\CENSE''•;F•p��� : T VINYL FIXED WINDOW NOA(LM&SM) " &914 '*• N0.58716 05 '* y \ _.... -• VISIBLE LIGHT FORMULAS LFLANGE&EQUAL-LEGIBOX FRAMES em J ROSOWSKI b INSTALLATION •. _ =1�'. 3 s rum i mmtBUCiiWIDTH-4.3fIT 'O' S T�� OUT OPTION 22 HEIGFO:BUCKHEIGHT-4-2178'AHCNORED7HR(%7OH - —EDGEDISTANCE,RAVEDRECTLYINTO10707ECHNOLOGY DRNEaCONCRFDUCMU• VERTICALSECTIONB-B INN.VBNICE,FL 34276 NTS 30FIl z MD-662O.0 i; A.LYNNM&,LEJi P.E. P.Ei68T05 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4'MAX SKIN ANCHOREDTHROUGH ANCHORED THROUGH INTEGRAL FIN �..II 1N'MAX-- INSTALLATIONOPTION 6 - EMBEDMENT FRAMEINTO2XWOOD INFO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE —ANCHOREOTHROUGH FRAME OR SUCKSTRP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FN INT02XNOOD 4.EMBEDMENT O NOTE 2.THIS BEET. FRAME OR SUCKSTFW SEE I NDTE2,TRS SHEET. EDGE 1 S EDGE DISTANCE DISTANCE 1CHANNEL 8 FRAME �0 SHOWN O EMBEDMENT o L OQ rTHICXI.a U4'MAX.SHIM 7YP.ANC110RTYPE, EMBEOMEM AND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENTANDEDGE SUSSTM1E,SEE 0 DISTANCE PER SUBSTRATE. TABLE 2.SHEET 2. INT FI NAL TYREDMEX A TYPE, SEE TABLE 3.SHEET2. (SCREW SHOWN) FIN EMBEDMENT ANDEDGE I I DISTANCE PER SUBSTRATE. (NAIL SHOVIN) DD IF_ 7/S THICK La —jl 0 FRAME .1STANEETAEPERSUBSI 1CHMNEL EXTERIOR VISIBLE UGHTYADTH 7 SHOWN (NHL SHOWN) FRAME TT_ 7189 TRICK LCL NOTES: SHOWN V BUcx W"T" 11 USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABIES2A 3,SHEET2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN WAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR TrSI STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HOR ONTAL.SEE SUBSTRATE PROPERTIES MAY BE VERTICAL OR SEE SUBSTRATE TABLES2&�SHEET 22. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2.S11EEf 2ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1•11rTRCKARETO BE CONSIDEREDIX , LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL HEIGHT HEIGHT IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE 114'NAX SHPT 11HO OR Bt2 STEEL 1/4'MP[ WOOD BUCXS DEPICTED AS 2XARE 1.1?THICK SMS(GS}SEE SIM OR GREATER 1X AND 2X5=8(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLYTRANSFER SHEET 2. LOADS TO.7HE STRUCTLW-WOOD BUCK DESIGN AND INSTLLATION IS THE RESPONSIBILIT/OF THE ENGINEER ORARCHITECTOFRECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENINO)IS I'THICKLG. MEASURED FROM BFAOOIOTOBFADII0. •-�� _ .. RN AND/OR AoNorNm�-Phba-�e FIANGEMAYBE Fl Hd Map REMOVED RJ-FlEID of—�e tl le INFEGRAL IN EXTERIOR III )IVAN TYP.ANCH&CTYPE,EMBEDMENT FRAME SHOWN n EXTERIOR 3 AND EDGE DISTANCE PER G7 a SUBSTRATE.SEE TABLE 3,SHEET 2. pjl=�(srl+EwsHovH) INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL . FIN IM- INSTALLATION THROUGH THE INTEGMLFW INSTALLATION THROUGH THE FRAME• LLA111111 GI I/ FRAME SHIMAX M INTO METAL 8EETABLE 3.SHEETZ INTO METAL.SEE TABLE 2,SHEET2 `�� N•(I.YAWM�,i SHOWN INSTALLATION -__ T OPTION I �gTµ� G VINYL FIXED WINDOW NOA(LM&SM) 919114 _ n Nu.4&ios ANcnoREDmRousH — J-CHANNEL&INTEGRALFIN FRAMES m JROSOW310 �';� sT Eo�S. INTEGRAL FIN INro m N Wr000 FRAME OR VISIBLE LIGHT FORMULAS A BIICKSTRIN.SEE NOTE2, WIDTH:BUCKWIDTH•/-SHB ® a a8 %O'n''•. TRS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT•4311� CISTi.OFAUH1./25lBB n 1070 TECHNOLOGY DRIVE �§ '�'SS,/ NAL VERTICAL SECTION D-D N.VENICE,FL 34276 (941)-480.1600 PW-5520 „ NTS 4OF 11 og MD-5520.0 a ALYNN MILLER,PF. v.E,1&2T0& -�{ 7WNOM Imo- �{ 71S'NOM �•.- -�•� 7A1'NOM Imo-- 77B'NOM S/15"ALA PVB I 5116"6/A PUB I I 5116'AIA PVB I I 5/18'AIAPVB 7/18'AIR SPACE 7/16'AIR SPACE-- 316'AIR SPACE 3/6°AIR SPACE- 118! PACE eP��m,,l < Nii,Fapgw ibrid ulGfnO 1/8'A GLASS 1/B'T GLASS 3N 8•A OLNSS 3118'T GLASS Ff <3EJRERIOR aEMERIOR aEMEptOR 6E RIS NOA IONePRd 1 DURASEAL, DURASEAL, DUURRASEAL, DURASEAL. 6}u SUPERSPACR SUPERSPACER SUPERSPACER SUPRSPACER OR CARDINAL SPACEROR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER _ GLASS TYPE 7 GLASS TYPE S GLASS TYPE 9 GLASS TYPE 10 i .p- N •aa 71167 AIA PVB 711(r AIA PVB 7/16'A/A PVB 7/16'AIASG O m O o 7118'AIR SPACE 318"AIR SPACE— 316'AIR SPACE - 318'AIR SPACE }A v -118°T GLASS 3116°A GLASS 3118'T GLASS 3/115"A GLASS p r- G]FJRERIOR E1(1ps10B aEVERIOR GJ 7_Og JJ O ZLL NLL D DURASEAL, DURASEAL. DURASEAL, DURASEAL, — U V X t1 SUPERS ER SUPERSPACER SUPERSPACR— SUPRSPACER Z m O ova OR CARDINALSPACER OR CARDINAL SPACER OR CARDINAL SPACERORCARDINAL.SPACER g GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a z J Z o 3 �_,-NOM--�•I .I'�-.,:NOM-+! ,"N6AL I I I z 7/18°AIA SG f 7116'Hhi SQ 7118'WH SG EXTERIOR Z E 318'AIR SPACE 7116'AIR SPACE 315'AIR SPACE ,T NOM.GLASS O 3116'T GLASS 1118"T GLASS 3/116"T GLASS 78 OOR 77 SITE TYP. S a a ExTERIOR 16 a EX7ERNM a EMER OR. �J" "Il.'•'0•°"°' 7! DURASEAL SUPERSPACER SUPERSPAC R-- SUPRSPACER _ 00", LYNN OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER I I =�� ,•' UCEN ':� ! GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 7B IIUII = k// N..sm65 ''t% =NOTES: GLASS TYPES 14 THROUIY,NOT o• ' • •. ;0,�'.• FTA w=/�tENAT�Sf�RENGTNENEo IWITH •i IIANNEL-LIM�iNTECD6TAi TYP.GLAZING �r`S/OpIALE�G`? T"TEMPERED •RN FRAMES �'i 111 i l Tw-.09V PVB *SM•.090'SENTRYGLAS A.Lym M.,ew PE. PEIEJM ShM S)ft ft Stmt Sid.Oro 8 &«P SS$« SSb'(.'YN��— $rc'$«'$L+tg 3S3Sad i13s6 h b � 9 mr a[1 1 1;a 11. 13 9 H ossa fr $ � A > Lk ag � = $x$xe T p9jp k�A ._ j �pZ JIM- Km rul m 1070 TECHNOLOGY DRIVE 1y3�.•-• •••'1 rN.VENIC8,FL34275 g:" >:y;' ••50:, P.O.BOX 1529 NOKOMIS.FL34274 � c �c z;_` ceR7.of nurw.axsxs4 (941}450.1600 $ oy. VINYL FIXED WINDOW NOA(LM&SM) a 919M4 9 R YF •-•• •` aDESIGN PRESSURE TABLES A N JROSOWSIa ' 'ttti�tt+i� PWv5Y0 NTS 65OF11 fill MD$520.0 TABLE& Window Design Pressure,(+I.Psq GsemNuSo 3116-A C6 -Airs ace-6116'A/Aw)thPV8 to,041. 0&10 3/6'TCe -AI a -6/16°A/AwithPVBrypw' TABLE DIMENSIONS MAYBE wrld4w LOny Side m) ORiENTEDVERTiCALLY MM I4ro 80.928 e4 BB 68 70 74 77 EO 64 87 82 W BB HORIZONTALLYAS6HOWN. 32 Wa 4150 +150 4150 41.SO 44.50 +1.0 +1.60 +/S4 41.60 4150 +11-3 +110 LONG 4PpmSIDE nd444+u�PiyteyTdt50+ 34 +150 +/S0 +660 4150 41.60 41.60 41-M +150 +650 4150 NSD 41-W 4450 �..--LONOSIOE 36 4156 +15D 41-60 *la +7SO 41.50 4750 +660 +ISO +1.60 +1-50 4150 4150 MI-nw+ -+- Fro4ap 38 4150 +/50 +660 41.60 4150 4150 4450 +1.50 +).60 41-60 +l-SO +150 40 +150 +1.60 +660 +1-SO 4ASO +/•60 +150 +150 +1.50 +150 41-M SDE SHORT 1-r 42 +/Q +150 +660 41.50 4150 41-0 +/50 +f-50 +650 4450 SHORT �_ .g 44 4450 #150 +150 41.9! 4150 +/-EO wa +650 +150 SIDE 0/ 46 +110 +150 +1.60 41.60 41.50 +1.50 +I50 +1.50 46 +/a I +150 +69) +660 41.50 +150 41.60 LONGaIaE 6D 41-W 41-50 +ISD 4/5041-60 +/.50 {^+- --Y•{ n 62 W-W +65o +660 +1.60 41.50 MNL O.GSPAClNOGANOWPING MALO.GSPAgNGGANGFORING -�- 64 +150 +/•60 +650 4150 THROUGEThirPWAPER V.384 TNROUGHTHEINIEGRALFIMPERSHM4 SH ` LONA 21, 68 4150 +150 +650 APPUL4TOA,06CORDANCHM AFPUESTOEORFANGtad- am / (SE7AKEZ) (91TAKE3) ` SIDE .,7 N . +10 4W ES 15'fOeEANOWRS,4•FOIIFANOM J- 80.92a TABLE 7: tFP408tl� SIDE Z J Window Dse)gnPreesu7B,(+/-Ps}} Xh 1/6'TC&p-Ahapooe-7/16•A/Awith PVB TFP=: 023CC wORiow Long Side On) O O 2 FO .- Dlm.slanF SO.02B 64 E6 65 70 74 77 BO 54 97 92 97 99 .-. s Z a 2 $ Cr - 32 41-70 N-70 +670 i1-70 0.70 +1.70 +670 +m R-70 4170 +1.70 +1-70' 41.70 8 w a 34 +1-704r-70 +1.70 +1-70 +170 41.70 +1.70 41-70 44.70 +670 +670 +/70 - 4670 _ n. 36 +170 41-70 4670 +1-70 +170 +1.70 +670 4170 +7.70 #670 +1.70 4170 +1-70 Q. BNIFLI I 38 4/-70 +1.70 +1.70 +1-70 4170 41.70 +7.70 41.70 W-70 +170 +1.70 41.70 Z a 40 +170 41-70 +670 +/7D W-70 +1.70 +170 +1.70 41.70 41.70 N 42 +/-70 W-70 +670 +670 +670 +670 +1.70 4170 4/-70 41.70 .9 44 41.70 +1-70 +1-70 +1-70 4170 41.70 +670 +170 +1-M U! ' g 46 +170 +/-70 +670 0-70 41.70 +1.70 +1.70 +170 48 +170 41.70 +170 41-70 W70 41.70 4670 •� 2 -`' N 80 4170 +1.70 i1-70 +/-70 +1.70 41•70 52 +1.70 41.7D +170 +F70 +1.70 MAL O.0 SPAOBGIF ANOi0R4NG MAX Or-SPACRIS4FAIK0014NG y1- 54 4670 41.70 41.70 M-70 THROUC4ITHEFM68PtRSHEET$3&4 THROU(UMINTEGR&FINPIRSHEET4 S6 +f70 41-70 +670 AFPOES7O%CMDANOKM APPUISTOFMCNOt6 Ly,N�111��� 68 +f7p 41.70 (SEETAeIE (SEETABlE3) NOTES: � iaO:'ECEN ':1if( SSS` 4' 9SUCKDIMENSIONS SHOWN. : L SF' 60,926 4170 •WN, No.587 `tK 21 FOR SIZES NOT SHOROUND UPTOTHE 05 NEXTAVAILASLES"ORFORLOMOWMENSIOW 3)FOR ARCHITECTURAL WH)OWS(SEE SHEET 2). �})':� 1 s��lY` F0+0'THESFMLLESTSDUAREWINDOWSDEIN ={)•. S 7 THE TABLE(8)ABOVE WHICH THE ARCHITECTURAL ''•.. ORIDP,:'�'Sti� WINDOWWILLCOMPLETELYF7TWfn10L Slot At ALYMVNMEFLP£ PErSM TABLE W. Window Design PreasDre,(+/•psi) Ikama aUe ra asn 72 3fl&A CDP-Airspace-711('AN with PVB 11µs --1-7 WInflow o Blda On) TASLE DIMENSIONS MAV BE 1� Dtnamtam 6&8/8 71 73 75 78 80 eb 416 69 92 96 99 ORIENTEOYFRTM1LtYOR 32 +&70 11-70 +1.70 +/-70 N-70 400 N-TO 0.70 +170 4170 W70 41.70 HORIZONTALLY 0.45HOWN. 47 34 +PTO +1-70 41-70 N-70 41.70 N-70 H-70 N•70 41.70 41.70 N-70 41-70 LONO 38 +1.70 11-70 4X70 41.70 4170 H•70 N-70 N-70 N-70 41.70 41.70 070 SIDE 4PP•wodwamPlAaeMA of_ �^+--LONG SIDE { PIPAda d C Sa 11-70 tF79 41-70 41-70 0.70 t1•70 0-70 tF70 N-70 4/70 +1.70 *70 f j N O 40 0.70 4.70 +1.70 41.70 41.70 0.70 +1.70 0--70 44.70 4170 41.70 44-70 aaJ da ProaKt 42 +RO +1-70 +1-70 41-70 41.70 0.70 4170 +1.70 .H70 41.70 11-Mb 418&7 SHOAT SIDE stloRT A' 44 +1.70 11.70 +1-70 41.70 4170 H.70 N•70 H•7O +1.70 N•09.8 064 H•AT L 46 +1.70 +1-70 41-70 0-70 4&70 0.70 41-70 4170 H-09.9 0.67.4t 4P6t7 _ -�- -4 SIDE 1-' 46 f/70 +1-70 +&TO +/-7D N-70 H•TO N•70 N-70 1!•87.8 H$0.3 4l•b&7 60 +X70 +&7D +1-70 N70 4170 +170 W4MIS N8&5 H850 0.93,4 82 +1-70 +1.70 +1-70 +1.70 41.70 4X70 iJ47A ttba9 1)•64.2 H•Si.6 ("+-LONG SIDE-•••� m 54 +1-70 +1-70 +P7o +1-70 41.70 41-70 +i-%2 N8S3 +!•620 b6 41-70 +&70 +1-70 4/-70 +&70 H6A2 1/817 N-83.8 SHORT == `� LONG p 57 +1.70 41-70 11-70 +1.70 < 44-MO 0$0.1 084 SIDE Y Stop so +1.70 11-70 +1.70, +1857 +187 +1.653 12 --f&0 +No 41.6&9 +1-879 4X65.2 MAX O.GSPACINOIFANdtOANG ML1I.O.0 SPAONGOAN(TXIAW6. wN 91 4/-70 4/.70 414310 N8&3 THAOE,%+HTNEPRANTPsRwf 2&4 iWt0U0H7HE{NTLGpALFiN PEASNffTb O ff+ 69 0.8&9 N-662 418a7 AP%16 i0 A.[OAb AtWIDaS APPUFSTO FANOgR3 0, ISQTABIE7 i56ETAet23 ( O 'o SHO 60 HSIDE z69.649 .1 R Ru! a TABLES tl x460 W(ndowD9s(gnPresetwo,(+J-po mama m 2 � 31161TCap-Alr6pece•MIS*AlAwith PV8 !.lypm Ga. '13 �z dy r WIII Lang stayQn) o ul DManalmia 69.849 71 73 76 70 so 85 saj a9 S2 B6 99 OD F 32 4/70 -+t70 +1.78 41.70 41-70 N.70 41•70 41-70 0-70 . 0.70 i/.70 +1.70 34 +1.70 +/-To +1-70 N-70 H-70 0.70 41-70 0-71) 0-70 .0.70 N70- 41.70 Z IY ,36. :+X76 '+1.70: 070 +1-70 11.70 +/•TO +/-TO +1.70 076' '+t•70 +&70. 41-70 ,30 H70 4170 4&70 41.70 4J-70 0.70 H•TO 0.70 - H•70 +1.70 44-7& - 41.70 40 i&TO i/-Z0 +/•70 4f-70 41•70 070 0.70 41•70 41.70 4&76 4/•70," +1.70 1 tI43SL} 0, ,42 +170'-'-+1-70 0-70 0-TO 4&70 070 N-70 4!•70 41.70 0.70 '+&70 0-70 �S 44 +/-70 .+1-70 17.70 11-70 N-TO '4I-70 H-70 4&70 41.70 N-70 tt7D 41-70 48 +1-70 +1•70 41•70 44.70 44.70 41.70 41.70 4/-70 41.70 +1.70 41.70 0-S&8 48 0.70 +1.70 41-70 41.70 0.70 4/-70 41•70 +1.70 H•To 1 +1.70 .188.8 N8&3 m0+•q••ws 3 60 41.70 +1.70 +1.70 N-70 0.70 +1.70 0-70 4/-TD 0.70 41.70 0-b 82 +1-70 0-70 +1-70 41-70 41-70 W." 4.70 N-70 N-70 +185b' LYNN 1",� NOTE 1N ........., 64 +PTO +1.70 +F7p +/•70 al-TO 41.70 tl-70 41.70 +a.s&5 1,1GENS �+ a 55 41-70 0FT0 +1.70 4170 41.70 4170 N-70 +1-70 T)SUCXDtMENPooHSSHOYAL f '•.�P�4� 07 H•70 56/05 +i•70 41.70 41.70 44.70 H•7o N-7D , 2)FOR SUES NOT SNOA'N'ROUND UP TO THE s0 +&70 41.70 41-70 0.70 4.70 41.70 - MXTAVARAINLE SH LOW 07YENSpN• =y;� 92 +X70 +1.70 4/•70 41-70 0.70 MVLO.G SPAONG IF Ampolsiltma MIX O7KAITEMRURNPO SHU 3)FOR ARCHRECRIRAL WWDOWS(SEE SHEET 2t '-A •ZS�):q4 t10t0UW)7NEFRAtAFPERA0FT5334 TNROUfiHTF1EWTDR{1FINPFASFaFTd FIND THE SMAIJESTSOUAREWINDOWSIZE IN 84 +1.70 "0&70 1776 0.70 T•. APPl1P370 A,tORtlANCIW63 APPULSTOFANCM 7HETA8LE(S)ADOVE WLIH.tt THE ARCNITECRaiAL ' �t •'A20RiOPL:"��� 66 41-70 4X70 0.70 LSE6TABtt2) (SFETABIE W04DOWWILL COMPLETELY FITWITHIN. jQA)At..ti��, 68 4P70 iFTO 15S 99` 1j 1„I I.",-`` 69.940 1 +1.70 A.LYNN Sat16R.Pa PEa Ta7a6 Shad sae(0 Shat Side on) rn >oSu$li _ ffig5(8$g9SFg$ A'aSNom°m'YN a IPPll- a yNAm���J$r��$�89oc E ar mo �a 0 0 o m J m W L m Pul 0 ol ljl�:Jljl% � wm ��R . god 4 r bPum�naJ o i�Z � 81 i �a J*ItOB Rm� C A$ Y �- MO :] C K q T T I oF. se 0 _ � m 2i !ly pm m m �oza r "oirdrdrr 1070 TECHNOLOGY DRIVE '""''r`°" N.VENICE FL 34275 y 'aa t �..� .........•£yly�� P.O.BOX 1528 S ��'+ •'•, NOKOMIS,FL 34274 "a 9 �0'r1 y _z,y>S �,:� cd:xr.oFkmd.alszae (941)'450-1500 r v T P '�•'2 c VINYL FIXED WINDOW NOA(LMSSM) 8 &'9/14 M .m2'.. t7i d S '•(ij •• �'�'!��� d DESIGN PRESSURE TABLES D J ROSOWSKI LK "ER,,,,dt1` Pw�szo errs a 9OF11 1 MD-5520.0 ill IL TABLE 12; the m\b.N TABLE DIMENSIONS MAYBE Window Design Pressure,(46 pBQ I.cr.. 16 ORIENTEDVERT oR 118'TC9p-Airspace-7118'WHwfth8G Typ. HORIZONTALLY AB 6H0WM. yvIrKIO•, Long BM.QB) LONG Mm.n.ton. 60.928 64 Be 80 70 74 77 80 94 BY 82 97 98 SIDE �-L0NO 560E s' _ 1)2 +ed-110 +601-110 4801-1!0 +ed-1 10 +801.110 +BOL110 +001.110 +801.110 +ea-110 fe0F110� +301.110 +801.110 +001-1!0 r 61 +501.110 !801.110 4801-110 4801-110 4801-110 +30/.110 +801.110 11801-110 +&d-110 +801.110 4801.110 !600.140 lB41-110 r iPPm.ed piyl.SeRS Ru SHOfn fluAd. P4II 36 +Milo +801.110. +801-110 +W1.110 +ed-110 40W410 +301.110 +801-110 40W-110 4OW-110 +801-110 4801-110 4301-110 S� O^ee S I I- HDAY 38 +801-110 +ed-110 +001-110 +ed-110 +001.110 +801-110 +301.1110 +ea-710 +801.110 +801.110 +e0M10 +801.110 L _4 BSDE t` mUml pmw BD +801410 +80/.110 +Milo +80410 +ed-111) +M.110 +801.110 +ea-110 +M-110 +801-110 +801.110 ' +2 4601-110 *&41.1/0 +e0r-110 +301-110 +ed-1te +801.110 1801.110 +001.110 +301.1/0 !801-110 Br E 44 +801.110 +801-110 4801-110 4801-110 +801.170 +001.110 +801-110 +86'-110 +801.110 y45 +801.110 +301.110 +301-110 +801-110 +801.110 +801410 4801.110 +801.110 �--LDNG SIDE-.-� 48 +801.710 rod110 +301.110 +89.110 4801410 +801.110 +801.110 7- So 62 480/.110 4801.1110 +ea•1to +801410 4801-110 +ea-1110 s T LONG @, 4801.110 4601.110 +801-110 +801.110 +801-113 AWLO.C.SPACINDe ANCNOPoNG RMAX OUGHGSPTEGRALANODPoNO � -SIDE 64 +1101-170 4801.110 +&01-170 !001.110 i1tRO11GIl7NE FPAMEP815HEFT536A 7NBOUGN716:IN1ECAALFlN PE0.5MET4 rc BB 4501-110 +801.110 Mile FPPUESTOQCORDANCNORS [SEE TABLE x) NOTAPPIICABLE W 4801.110 +001.110 111.3' f7LASSTYPE1111 THRCAIGH > 60.828 +801-110 117 MAY NOT BE USEDWrTH _I 'SHORT �R Q J-CHANNEL OR INTEGRAL -^I SIDE O Up o • FIN FRAMES. }n ^ +wo O TABLE 113: Window Desl0n AreDsuro,(+i-p8fl i.raaf. '17 j JO o d MIS"TCep-Airspace-7118"HM LNth 8G TAP. i YAnepw - Long SM.(h) - C C o U) we, mmeAalmm n.70 78 51 &D as er 191 Bl 919 99 101 tar rn 113 120 726 136 1+4 z m 38 4801-710 +841.111) 4801.110 +Milo 4=410 4301-IID 4001-tto +801.110 +801-110 +801.110 +ea-1110 +ed-1110 +301.110 +801-tlo +001-110 4801.110 +80140 4801-1140 to 4ew-110 +Bomlo +8w-Ito +301.110 +341.1110 4&41.111) +801,110 +901-110 +601-110 +801.110 +801.110 +801-110 +871.1110 +&06110 +841.110 +Milo. +e0F110 +ea-1110 �z D-z Q rn LL a +801.110 4801.110 4941.110 4801.110 4601.110 4EW-110 *301410 +801-110 +ed-110 +801.110 4801-110 48&111D +ea-110 +801.110 4601410 +M-110 +801.110 +Da-770 o `W� o 44 4M-110 +841.110 +801-110 +ea-110 4801.110 +801-110 +001-110 +001-1 t0 4641.110 +801.110 +801-110 +BW.11D +601410 +801.110. 4801-'110 4801.110 +801.110 3 F � AS +Milo +BDF110 +801410 +801-110 +601.110 4ON410 +ed-110 +301410 4801.110 +001.110 41900.110 +801-110 +801.110 +ed-110 +601.110 +801.110 ®� 00 Gu 1+ws - 80 +801.110 4801-110 +001410 +Mile *801.110 .+001.110. +8a-110' 4801.110 +&d-1117 +641.110 4801.110 +Milo +601.110 +841.110 401.110 g 2 j N 51 +601.110 +Bo1-17D 4801.110 +ea-110 +ed-170 .2&41-110 *0/d-7n) +801-1110 4601.110 +601-110 4801.170 +801110 +801.110 +301-/10 64 +801-110 +801.1110 +801410 +Ba-110 +&01.110 4001.110 4801-/10- +BD/410 4801.1110 +601410 +801.110 +&a-110 4BDI.110 � LU $ 619 +801.110 +B41•tt0 +501410 +&d-ito +&d-1fo 4801410 +e4--Ito *e414to .MIlo +ea•17o +Milo 4B01•t10 o x a R 68 +301.110 .Baro +801-tto +801.1110 +001.110 +ed-110 +80410 4301410 +ed-110 +Mile +801.1110 � U. z � 61 4301-1110 +801.7/0 +801-1110 +801.110 4801.110 +ed-110 4aDAno +30410 +301410 +e01•tm u W 3 63 4801.110 4800110 +901.710 4801-110 4801.110 +801.110 400)-110 4801.110 +801.110 > O a 64 +801-110 4801.111) +&01.110 +Ba-110 +ed-110 4Sd-4110 4800.710 4801-110 66 +901.110 +801.110 +601-1110 +Mile +301410 ,+W1.110 +301.110 Be +601.110 +801.110 +801.170 +301-1110 +801.110 4301.110 ,,�pNV LY . 70 +801.110 +801.110 +801.110 +80'•110 +341.110 MAx.0.CSPAQNGIFANCXOPoNG AWy.0.C.SPACWGIFANQIO0.ING '�;'��DENSt•'••.�y ii 72 +ed-110 18a-110 4841.110 46a-110 7NI1000Ii1NEFlAAEPEA SHFEn 98! TNIIOW;I7NEItiT[GMLHN pERSHEETO �`t�:• •, 74 +801.110 +84-110 489470 Appu67o B,DDADNIa0R5 =�:• I4o.58706 78 +001-110 4801.1110 ISEETABIEx) NOInpPtluNE // - 77.73 1+801-110 %��•'.• -ATEOF •r AGO` FtOmOn.:•Gv, 7B UCN DUIENS10N9 SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLESHORT OR LONG DIMENSM A LYNN.16lER,PE. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WIDOW SITE IN THE TABLE(S)ASOVE WHICH THEARCIMCTURAL VANDOW WILLCOMPLETELY FC WITHIN. P.EJ6B7D6 3Mr a5o5 G.EOD' 3.300• iA8 7 �I kJ 1A8r y .B1rZS 019i75 0 � i �,.,a3' DO CNNNELRME FNEFRAME 1ry ITEGRL FN FRAME O�EQUAL L�E�G ISeO X FRAM E .mo, ANCHOR 0TIVBEAD O,•DEADo O1A TABLE 14: 0 Parts Deacripuon Material Frame 2 620118 Flange Frame PVC _ 3 620119 Integral Fin Frama PVC 4 620120 Equal Leg/Box Frame PVC 5 620133 Anchor Corer PVC MITERED 6 720136 7/8"Glazing Bead PVC CORNMWITH 7 720135 1"Glazing Bead PVC INTEW EXTERIOR 74 Beckhedding,GE 7700 or Dow 791 silicone WELDS _-_ 76 Quanex Super Spacer nX7 with Hot Melt Butyl Composite ._. 78 lQuanex Dureseal Spacer, Composue 4ppdlFU+aw"Ab 77 Cerdloai)(L Edge Spacer Composite Tn 78 71646N Setting Block /B'x 1'x 1/8"),8.5+!-5 duro.. -EPOM Iom s •pb� y FRAME u l l l l ul r �. ASSEMBLY DETAILS 7 PD LYNN X10.............� ExTERIOR 1 VINYL FIXED WINDOW NOA(LMNo.5 SSM) 9(9114 - 6705 7BOM&ASSEMBLY 'm JROSOWSKINOTE CERT.OF AUTH.97B20e �� l(S':FCORI�P,: 1 M PARTS NOTSHOWNFDROARITY. .5/O.I ...� 2)J-CWNELFRAMESHOWN.PARTS 01.OTHER FRAME TYPES APPLY. 1070 TECHNOLOGY DRIVE r,�IIII�r�„ 3)ITEMS B 8-73 ARE NOT USED AND ARE NOTPART OF THIS APPROVAL N.VENICE,FL 34275 A.LYNNmu R,PE 4)ROYALPVCTO BE LABELED FORNUNEXTRUDERCODE. (941}480-1800 PW-5620 NTS 110E 11 z MD-6620.0 P,EieSTos MIAMIDDADE 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 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County.Product Control Section that this product or material fails to meet the requirements of the applicable building.code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:.Series 115500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturefs,iiame 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. TFAUMNATION 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 pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.05 MIAMI•DADE COUNTY G Expiration Date: July 30,2020 `J f 20 jJ✓ Approval Date: July 30,2015 Page 1 PGT Industries, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation - LW', sheets 1 through 13 of 13, dated 05115115, prepared by manufacturer, signed and scaled 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11115114,signed and scaled by Idalmis Ortega,:P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. ITL-7966,dated 08/21/14,signed and scaled by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor-verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami;-Dade Department of Regulatory and Economic-Resources (RER). wnuel e cz,P.E. Product Contr xaminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 B-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED). 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their IButacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(CIear and White) Glass Interlayers"dat6d 06125/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and-Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC=2010 and FBC-5th Edition (2014), dated May 15, 2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.. 3. Proposal issued by Product Control, dated 6/26/14-and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control'Section. G. OTHERS 1. None. Manuel er z,P.E. Z/ Product ControlUaminer NOA No.15-0519.05 Expiration Date: July 30,2020 E-2 Approval Date: July 30,2015 �AN�AGEE `FOR �1�. 0�� 21.5W -l~ ANCHORAGEEKNURUE DESIGN ERAXINO IMPACT TIRING RADIUS-TCP J� W'MAMBUCKWIDTH MAX FORARCI4TOP VARIESPERREINFORCEMEM LARGE B8MALLASSSILE Ap6R(yµ 1YMAX.FROM �„ 12-MAX / �U1W (5 � LEVEL,SEE SFEtT96.7 IMPACTRES WINDfAV TYPES) FRAME 6FAM SHBEE ,)-�TAAX O.C. / 10'MAX.FROM +1I 62WMAXSEESNEETS 11 14I4p A.B.SEE�. 30•MAX Oa��-1Y 641% SHEET] FD(ED VISIBLE 1 / FRAME SEMI S ,r-I ShD I-jL SHEET) LIGHT WIDTH ----- - SHE A. 1x• I B.SEE �-3P MAX O.C.- 1YMAX C,SFE GEETJ FIXED ..... „.Tx 6HEET6 IBLE Aim SPACFDY N8LKi17 17.7/B•MAX D.C. &fEETJ� .:..I / - 1Y MAXI / EQUN.LY 17-7A8'MAX O.G I J_L SPACED AHp�O� HEIGHT ANpLDRSPER -�— TABLES 611 J— B1.7B• �Y 17-7AB'MAX D.C. TATAF8611 MAX.ANCHORSPER Q / SP O BUCK TABLESO-11 / BY 01 BUCK - T' M 0 -� HEIGHT - MAX HEIGHT X /D 10'MAIL O.C. I x [1 1P Ml1K.O.C. X A 1V��O.C. HEI )( 4 (our Ll �� i—LI� - l.rj 3-Y4MAX D.C. •-.--- L 1fAB1 1334•MAX.O,C. EQUALLY 7 EQUALLY 133W'MAX O.C. EQUALLY SPACED SEE ANCHORS PER / O.C. ANCHORS PER OHT I SPACED �- ANCHORS PER ` I SHEE15 TABLESS-11 TABLE6611 NFJOHT TABLES611 B&8 C ---�- B•�11AX . B NOANCJWIagAT941 By- JNO ANDKXtSATSLL I B NOAH AT Dom--J 1-1N' . eEESLI WEED- _SASH"'BIBLE 19EES&L WEE0. BEESRLY[ENP- SEES&L WEE0. LIOHTWIOTH W'tAAX.BUCNWIDTH ._NOTCH DST" NOTCH DETAILSSHIMLETAB$ 91 DETARB, SIEETJ BHEETA ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME •� ELEVATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FIN OR NCHANNEL FRAME SHOWN WITH EQUAL-LRE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM QOTTAGE WNFIOURATIONUPTO ANCHORED THROUGH THE NAIL-FIN 76'HEIGHT SEE TABLES 7-11SI( LBIAR ANCHOR DIMENSIONS FOR 07HM CONFIGURATIONS) GENERAL NOTES:SERIES 5600 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLO RIDABUILDINO CODE.NGLUDINME HIGH VE=ITYMURNICANE ZONE WizN 2)SHUTTERS ARE NOT REWIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE NY INTHE HVH7a THE OUTBOARD LITE(CAP)MUSTTEMPERED. 3)FOR MASONRY APPLICATIONS N MWA-0ADE COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS HERE SOUTHERN PINE.ASTMON GENERAL NOTES..-. 1 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHDRTYPE ELEVATIONS—_....�.-._t A)ALL WOOD BUCKS LESS THAN I-t/rTHICKARE TO BE CONSIDERED tX NSTALLATIONS.IX4VOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE WOODSUCKS FRAME(RASS 6 ANCHOR , DEPICTED AS 2X ARE 1.17YTHICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFERLOADS TOTHE STRUCTURE WOOD BUCK DESIGN OPTIONS_-_,,..—_2 AND INSTALLATION IME RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR} INSTALLATION,FLANGE& 61 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFIOET LENGTH IO ACHIEVE REOUIRFO WN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEOIBOX,,...— 3 SHOULD BE SEALED.OVERALL SEALINGIRASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERSAND IS BEYONDTHE SCOPE OFTHESE INSTRUCTIONS. INSTALLATION,NTEORALFN . ,. 0)1[4•MAX.SHIMS ARE REQUIRED AT EACHMLCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHDASCADASLE OFTRANSFERROLOAPPLIED LOADS. &1CHANNEL..,:..._..__A 7)DESIGN PRESSURES: GLAZING DETAILS..-.,_a A NEGATIVE DESIGN LOADS BASED ON S7RUGT PAL&CYGLETESTNG AND MASS PERASTM EI300 DESIGN PRESSURES....-__-._6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13011 ANCHOR OUANTMES_.--.,,-,8-I0 B)THE ANCHORAGE METHODSSHOWN HAVE BEEN DESIGNED TO RESISTTHE WANDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURETHE 3110%STRESS INCREASEHASNOTBFEN USED N EXTRUSION PROFILES-„_,-_,11 - THE DESIGN OF THIS PRODUOT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATIONOFANCHORS INTO WOOD.ANCHORS THATCOME INTOCONTACTWITHO7HERDISSIMLARMATERLIL8 ASSEMBLY&PARTS UST-124 SHALL MEET THE REQUIREMENTS OF THE FLORIDABUIDING CODE FOR CORROSION RESISTANCE. 0)METAL SUBSTRATE TO MEET MON STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ANDTO BE REVIEWED BYTHE AUTHORITY HAYING JURISDICTION. +Pprv1a veumplyloe Ml&Ih- 10)REFERENCES:TEST REPORTS FTL-7866&7068:ELCO ULTRACON NOA:ELCO CRETEFLEX HOA:ELCOAGGRE-GATOR NCA;ROYAL WINDOWAND DOOR PROFILES,LTD WHITE A BRONZEJLIOHTERSHADES OF Plarld ,y CAP COA7EDPVC EXTRUSION NOATC NATIONAL DESIGN SPECUICATIONFORWOOD CONSTRUCTIONANSVAF&PANDS&ALUNNUMDESIGN D.a S /I)APPLICABLE EGRESS REWIREMENTSTO BEREIAELYED SYBURDINOOFFILULNLLV 7/ USER INSTRUCTIONS,. •.`��CI';4�censA:'•.FR .- 1)DETERMINE THESITE SPECIFIC NWOOWOPENINGS DESIGN PRESSURE REQUIREMENTFROM ASCE I. MICR �i� '•{['� RAHna�' ��' 17 - 2)DETERMINE THE MOST SUITABLE ANCHOR OUP FROM TABLES OR 3ACCORDING TO THE INSTALLATION CONDITLONS. ••;' ND.55700 3)KNOWNOYOUR GLAZING OPTION(TABLE IN WINDOW CONFIGURATION AND LGE,DETERMINE YOUR"TNDOWS DESIGN - R�x PRESSURE FROM TABLES”.IT MUST EQUAL OR EXCEEDTHE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW yf��, - �A OPENING OBTAINED IN STEP I. -'D•;�/g/$'.:Lu, GENERAL NOTES&ELEVATION J ROSOWSKI GTO 1)DETERMIME THE ANCHOR QUANTITYFROM TABLES 611.VERIFY THE ANCHOIUSUDSTRATE WILLMEETREQUIREMENTS FOR =y". m F DRIVE 10� YOUR OPENINGS CONDITION FROMTABLES2 OR 3.ANDTHATALLMOL REQUIREMENTS FROM THISSHEETSETARE MET. :O�C1`t, FLONICP; �� 1 N.VENICE,Fl.TECHNOLOGY1275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 6)INSTALLAS PER SHEET $FORTHRURRAME NSTALLATION ORSMWTI FORMTWRALFN NSTALLATON S�ONA\-L.` (B11)-1e0-180DNoan sm� sn..e: N .paS- FIN OR DISURE RATING AL LECBO%DETEflMNATION 19 TIE GAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,fIANDE, ,[tVpg CERT��ulnf �2ezoe SH-5500 NTS 1 OF 13 MD-SH5500-01 Abr PEJ667D5 TABLE is ALLOWABLE GLASS TYPES Fhme Glass Fnme Frame Tyelan pe Dssedpeon(Listed Dom Etadw In Intado» pai aPhseu.41 Types Option. ConfOa shape. Imsellaton Options that may be used 5 7/r Laminated LG,:illy A Eatador C4 +71UP AU Spam+d1B'Laminated:(2)011e.of l8'A Giam Wth.020'PVB Wadayw 4,5 6 (se.P08)(see Tame l) (.e FICA) (NOFlg C) 0 4,6 6 ...Into 2XWead FnweeBuckatdp•.md3,option T 71ly LrdnN.d LGL:311r AEal•dOr GD*011 ADSp.n+tVlly l•rn5laWt:(2)IX.dtm•Adaw Wih.020 PVB int•da 6 6 FI•1{p Equi!!. S4ut Tcp& Tlrwpllhe Mr...,into CenaretalCMU-.heet3,aplkn2 yr (82) 6-10 O Cofta4ew Am1EToop afUex4NON_.._....Buewch IXBwk.tdp Into O=mt*'CMU-Owl3.w9on3 B 716'laminated 1.0.:3Itr TEaaMrCop+3/ly AUSpac.+611ly LmlMated;M Idea of 1A1 A q..wKA.Oar PVB arte.Y•r 4.6 6 8 Lb6.0e Radus•Top B 7/B'Lam! t)Ut.of l/S H Ota.Wm.090'SO Inl."r 7 7 -Into Meld-sheet 3,gWon4 10 7/2•Leminvled l.0.;1/S T EabderCap+7/1W Air Spon+Silly L•Mnated;(2)W.ol Uf'H GI.•WIh.OBC'SO kala", 7 7 .._Ink.2X WeW Frm dBucketdp-.Imat 3,option I Beat Equilae, tiquadHtmt.. 11 7W Lmtlnst•d1.G.;311rAEneia 6p+yly Ab 61Mu+6/tr lamWr•d;Rl Ute.of118'HGI.a W0r.090'SO Wd.ya 7 7 EquaVleO 6-1D OdeYPrWew A�MTop{ m meltame__tllo ConcrNelCldU-Oceel3,ogbn2 12 7Ir Laminated L(L:311ly TEaledwCp+3!ly NrBpaco+dlf'LsmImb d;t2)LIu of 111 H Glace WB1.OW 60 intedeyt 7 7 6 Conag. Radu.-Tep wtle Wedow„__.._Iknrgh 1X8udmtdp Into CmcrOdCMU-.heel 3,option 3 13 7m•Lamlmbd LG-.1/6'A Exledor Cap+wily Air Spam+7/i?Laminated; Ulu of 3110'AG7.•Wth.w SO Wedeyr B 7 ....Ido Meld-.h.13,.0.4 14 FAT Laml.tedl.0.;11r TEabdorC.p+516•AhSp.e+7110•Laminated: )Was ofVlW A GI.•Wm.Dea SO inW&yw e 7 Th.*U. .-Into 2XWood Frvn&3uck.tdp-etwt 4,ow.5 15 7/r Wnalatod l.O_3118•A Eat.da Cap+1/4•Air Spam+7110-LamWtsd;(2)Ut•s 013/10-A GL..Wm Aga SO lmarhyar 7 7 3Glmnd Epuallft Swe"asect..lelegnl in...... ....into Med-shoF14.cp6m7 ill 7m•Lamimtad l.0.:3116-TE.tar1wCp+1/4'Ak Spam+711V LaM.tad;R)Uteaof3Hw A at..Wm.0or SO Wedayar 7 7 (y1) 6.8 OIdIPIaJen p,,..TB Thmrgh me tame•„•Into 2XWoed FranefBucImlip-.Ileal 4,opUm6 6 Cottage Rad.Tap _ dtDe WMOM.........Inla Metal-abed 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 6.7.9.I'll Through m. ..jr.to 2X Wood FamdBucksMp-.heat 4,option 5 015 MAY NOT 6E USED IN Equd{K0. 8qu.rdReU.,IMpN In.._.. Omup Anchor Substrate Dliafanan. e FmMdmenY • 1NEHVHZABOV630, lebW)Fn 5.8 Odew.41sw Amh•Topa ••••into Maid•.hset4,cpUm7 (93) acodw Radu.-Top Through the the,,....Into 2XWmf FmmdBuckstdp-shed 4,option of the window.•••••DEEP-- 4.plbrl6 010 EMS (ateel,18-8 S.S. Steel,A38• 38` 0.057 '.N.OF3T76TEADS A=ANFIEALED M410 S.S.) Steel Stu d,A653 GL 33' 3181 0.0451`(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURED:FRAME TYPES 'H•=HEAT STRENGTHENED A Aluminum,6063.151 3/8' 0.057 SUBSTRATE,FOR T=TEMPHED P.T.South-Plne(SG=0.55) 7118' 1.318' STEELSTUDS, - E •PVr=,0aa8UTACRE®PVB MIN.Fov45 KSI& gY KURARAY AMERK:A,INC. 3116•steal Ultaman Concrete(Mn 285 kat) t' 1.318' IAN.Fp33 KSL Jr Touted CMU, TM GAO 2-12 1-1N' P 2 4 'SO'-.0WSENTRI'GLAS0 P.T.Southern Pirie(SG=0.65) 6116' 1318' 'UNGROUTEDCM7 INTERLAYER BY KURARAY 012 SMS VALUES MAY BE BOX OR AMERICA,INC. Steel,A36' 318` 0.057 USEDFORGROUTED ECUAL- B (sled,BBA B.S. Steel Stud,A653 Or.336 317 0.0451•(18 Ga.) CMU APPLICATIONS FLANGE LEO PVB AND SG INIERLAYERSMAY w 410 S.S.) AGIR m,6083.751 318• 0.083' ALSO BE MANUFACRIRFD BY Concrete(min.2.85 ki) 1• 13f4• EQUAULIIE OFUEL COTTAGE _ KURARAYAMFAICA,INC. C 114'steel llDlaom Ungmuted CMU,(ASTM G80) 2.112' •14' FIGURE C:FRAME SHAPES 1/4'steel CTeteeex Concmte MITL 3.35 kei) L' 1314• --IBUCKYnDTHI SUCXWDTHI----IBucxwmTHl- 1/4'steel LDUW n Concrete(Min.2.85 ksi) 2-12 1314' ateel lDlMw P.. outhem no SG =0.55 i' 1318' T Ski 1 3 t/4•steel Crelelex ConDmte(min.3.35 kel) 2-11Y 1314` m Ungrouted U.(ASTM CAO) 2-92 1-114' 0 ' �� D 1/4'eted Crele6a _.. _ J•CNMwEL - FM -_ P.T.Boumem P (SG=0. t1318' x 1/4'steal Aggr&G t r Concrete(min 3.275 kel) 142 1311 1/4'steel AgGatw P.T.Southam Fine SG=055 T gYPP 11 Gmuled CMU.ASTM CAO) 7 7 '�-REOTANGUIM RADN6•TOP 1 ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THRQ1J IN THE INTEGRALWINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY +D7raw4 ucomplylvB wllb lh. BE USED BY INSCRISINGTHE SHAPE IN ABLOCKAND OBTAINING !&.Ad. naGroup Anhw Substrata Min.Edge Min' - DESIGN PRESSURES AND ANGWRAGE FOR THAT BLOCKSME FROM ine Ddance Embdmenr THE TABLES ON SHEETS 8-10. I UALA E 2.112'x.131'COnmm NM P.T.Southem Plea(SO=.63) 3w 2.71111 10 ,(LYNN Affil ljli RaK•M W. DOW. ILralarx et e F u 2.111 Rlrlg4hank Romfng Neo P.T.Smdem Pine(SC^55) 316• 2.7116' QGN•;CENSE F'P��' 010 Trleah.d SM9 P.T.Sadh m Piro(50=.56) 112' 1.38' *'� 6iNi'n Dain: Itn}vbr0 ` • (Oee418-8B.S. AuNnum,BOB}7S 318• Dow _ No,5870•+` a 41DS.&) tiled Sled,Gt.3Y 318• 0.0451'(18 Oe.) = : •;�= DarapBae+ u F sted,AM' s/r -al,)50• 'MIN'OF3 = '� j5 GLASS/ANCHORSIFRAMEOPTIONS JROSOWSKI THREADS BEYOND ^'0••, 1 $ % - P.T.Saulhem Pim(SG=.S5) 0111 13/8' THE METAL j) 5T TE F _� 1070 TECHNOLOGY DRNE RfM: Dore law, "B.S. NumnDm BOB.'L75• 3.8' 0.033` SUBSTRATE FOR �%V,C FLOR�OP'�a�: N.wacE.FL 3+x75 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 STEor4103.SJ SIaal 814 Or.33• 3'8' 0. 0' NEFu-46KSIa ••ryS/s�'I�O�NA'��- (041)- -'W' ��� smrr1"501713 Dreemv Na Rev: sted,A36 3e o.057 MIN,F1.33KSI. A.LYUa)/d cn PE CFRf of wlo /2o2aa SH-5500 NTS 2 OF 13 MD-SH5500-01 PEa Sam INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCMOREDTHROUGH FRAME AND IX DIRECTLY INTO CONCRETEICMU. BUCKSTRLP INTO CONCRETE/CMU. OPTION —►I—EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME IWT02X W OD EMBEDMENT FRAME R BUB STRIP 1/4•MAX SROA -.{ FRAME OR BUL761RIP. BASH 18 /N•MAX SHIM 9EE NOTE2,TNL4 SHEET. _ C4� EMBED1MENT EDGE �� 16 UGMWI07H VISIBLE 17 '.:'EDGE CE FLANGE FRAME �L DISTANCE SHOVlN 44 BALANDE TYPE VARIES - TYP.ANCHOfl SHIM TYP.AHCHORTYPE, 42 WITH SASH o TYPE,_ 2 TYP.ANCRORTYPE. N EDGE _ ANOEMBEEOGE EMBEOMENTANDED13E DISTANCE PER .' '•'+ 31 DISTANCE PER DISTANCE PER SUBSTRATE, . SUBSTRATE. ••' �. EDGE SUBSTRATE SEE TABLE$SHEET 2. - -. - -_ DISTANCE SEE TABLE 2, . .. t8 _ GEE TABLE 2.SHEET 2. EXTEPoDR 87 .. 1 SHEET 2. -�— LiGllr wmm — IV'I 4 --` FIXEDto — _ "BIBLE 2jIl OFT. [OY FLANGE FRAME I 2 _ILEG780X LIGHT J FORALLYANDOWS: NOTES; SHOWN r SUCKWIMN � 19 1ANCHOR�3dS 1)USEONLY HORIZONTAL SECTION A-A GROWN L_ 49 FROM END ANDAT SUBSTRATE-APPROPRIATE 21 FOR W"22 Fit WINOOYJS ANCHORS LISTED EMBEDONTABLE 2. SHE72 ADD AD•TIONA EDGE 2 FOLLOW EMBEDMENT AND DARE APPROVED EVERTICAL OR ON.FBCHORIZONTAL C AL SEES BSTRAT PROPERTIES, TIES,NG ORTAME Z EEL SHEET D AUR WSO1NAL INSTALLATION DISTANCE TIOS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERDE TABLE2 SHEET2 46 46 47 FROM EN®18SG' BE USE ON SIDE BHOWNMAY 14 a5 FROM END. BE USED ON ANY SIDE Of THE FORWIDOYYSWRH WINDOW. 114-MAX. BOTTOM LOCKS: SHIM OIDOR 012 STEEL 1/1•MA%. BUCK 60 O fU ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SLTF-DRILLING— -� �_SHIM HEIGHT SCREWS®691F USED INTDW000 A9 PFR TABLE 2. bMS((W SEE I 85 r ,FROM E!(0. SKEET 2.AL.LW000 BUCKS LESS TABLE 2, Q(� 70 THAN 1-112•THECKARETDOE TABLE U SASH CONSIDERED 1X INST)LLLATIONS.1X ROR VISIBLE WOOD BUCKS ARE OPTIONAL IF /L-. LIGHT UNRIS INSTALLED DIRECTLYTO Y� HEIGHT SUBSTRATEWOODBUCKS DEPICTEDAS2XARE 1-=THICK OPT. 88 tS USE EITHER OR GREATER IX AND 2X BUCKS Q 85 LATCH OR (WHEN USED)SHALL BE DESIGNED 114 N0T'CH INTERIOR B1 31 O LLOC�AATTIDIOLoac TO PROPERLY O�80 FROM SASH O DESIGN REES ONSNTHE D INS OLLATIOF THE NIFER OD STER SDS TO HEGMOX OWN a L� – I EACH END. ORARCMTECTOF RECORD. EXTERI_ _ o 8 83 a)VISIBLELIGHTWDTHORHEIGHT INSTALLATION �� INSTALLATION (ALSOREFERREDIS MEA TOAD FROM if OPTION4 OPTION4 67 OPENING)IS MEASURED FROM 4DProed nam�.11 EWALNEH(USOX -- �1N'MA%8HIM BEADINGTOSEADING. �RAMEO INTO METAL RED THROUGH AF CRAME INTO METAL HOREDTHROUGH �• 4� FRAME SHOWN f o 1111111/ NDAO - T ,NY LYNN a.�x.a Sr. oms R«wm• I ee w 2r%137 1 JCENSB''•.F : g7 NO ANCHORS WrEPHOLEREWWED IN �:'• .9 WICOVER40 VISIBLE LIGHT FORMULASRi 1iQ W. w1« X01' 2.Sr FROM O EOUA FLANGECR No.58705 _ Pff EWAI.IEGWDTHEACHEND. FRAME&LL8 ®SASH:BUCKVYIDTH-617D--4pU— °�' .� ®FIXEDLITE:SUOTHDTH-4 W ft: !S ::'w FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . HEKiR1EWAl-LffE). 'O��C FLOREIDt• cam+ 1070 TOMMLOGY DRW lure D.W. VERTICAL SECTION B-B BucKHEKartrs-aten4 '�s/�.....••�C�G`+ R wDCE•cl s�275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 111j lN,1ArL111.1 (1141}-4Bo-1g0D � k y.,,e g,,.tr A�NNdP.El6ETMMM PS, CERT.DF Aum./29298 SH-5500 NTS 3 OF 13 0-SH5500-01 ' INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME KF02X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR B°CKS1F1�'6EE )TRIP.a 10°°FpAME°R Fes-EDGE DISTANCE ANCHORED THROUGH INTEGRAL F—EMBEDMENT NOTE 2,THIS SHEET. BUCK9TR�.SEENOTE2.TH19SHEET. FIN INTO ZXVADOD FRAME OR O - -7M MA%SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 7/4•MAXSHM SHEET. TYP.ANCHORTYPE, SASH VISBLE JCHANNEL EMSEDMENTAND EDGE �- 1B LIONf4MD7H 77 FRAME 1 DISTANCE PERSUBSTMTE. SHOWN 1 SEE TABLE UZSHEET2. (SCREWSHOV" 44 BALANCE EMBEDMENT HIM TYPE VARIES -- D 114'MAXSTf, @ WITHSASHc -- 1 EMBED CHOR IME, DISTANCE -� WEIGHT 64 _ EMBEDMENT AHD EDGE .... 31 O DISTANCE PER SUBSTRATE. -�_ -• SEE TSHOWNSHEET2 EXTEWOR a7 TYRANCHORTYPE. 18 (NAILSHOWN) _ INTEGRAL EMBEDMENT AND EDGE 7 FIXED NStBLE 3 FN DISTANCE PERSUBSTRATE. FIXED t9 20OPT.SASH TOP .I.CHANNEL � LTN �- FRAME SEE TABLE 3.SHEET 2. VISIBLE LIFTRAILFRRhE 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT FORALLWMDOWS: NOTES: SHOWN 49 27 FRMENOµDAT 1)USE ONLY HORIZONTAL SECTION C-C Q O CENTER SUBSTRATBAPPROPWATE 22 FORWMDOWS ANCHORS LISTED ON TABLES 2&3 -. OVER 38'WIOE:° OF$EET2.FOLLOWEMBEDMENT DADE APPROVED MULLION,FBC OOMPLIANT ALUMMUWSTEELFRAMMO OR STEEL STUD. T2 0 ADO ADDITIONAL ANDEDGE DISTANCELLMR9.ANY 1b•SRW 1+- �lbrMAYAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 26 SHEET2. d5 48 47 �W+•®1SyS- INSTALLATION OPTIONSHOWNMAY 14 O FROMEND. BE USED ON ANY SIDEOF7HE BUCK O FCR WMDOW9 WffM WINDOW. BOTTOMLOCKS: 3 STEEL 1Jd•MAX HEIGHT a0 0 O 18 ADDADDMONAL 2)MASONRYANCHORSMAY INT SCREWS a S.TIB• USED INTO WOOD AS PER TABLE 2. SMS 06 SEE SHIM 86 30 -,- FROM END. SHEET 2.ALL WOOD SUCKS LESS TABLES2&3, THAN/-02•TMOKARE TO SE SNEt72 SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1XW000 BUCKS ARE OPTIONALff (+-1 a USE FATHER' UNIT IS INSTALLED DIRECRYTO rr He USE LATCH(BMDV ) SUBSTRATE.WOOD SUCKS L 1a OR BOTTOM DEPICTED AS 2X ARE 1-IrrTHICK OPT. OR GREATEFLIX AND ZXSUCKB _ {2)1• 81 3p 95 83 TEESTTED UMT 31 (MEN USED)SHALL BE DESIGNED FM ANGOR . . I,I 31 LOCATWM E.SN' TO PROPERLY TRANSFER lOA0.4 FIANOE FROM SASH M. TO THE 87RUCTURE WOOD BUCK IN-FIELD NOTCMWEEP DESIGN AND INSTALLATION 19 TAE - 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH NO MXYWRS OR ARCHITECT OF RECORD. .. FRAME SHOWN REQUIRED N FRAME T SILLS IF ANCHORING 3)VISIBLE LIGHTWIDTH OR HEIGHT INSTALLATION EXTERN INSTALLATION _ THROUGHFRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION 8. 114-MAX OPENING)IS MEASURED FROM ANCHORED TH 4PP+�*�++towvhM3M6w - IN7EGMLFIN BEADING TO BEADIHp ANCHORED THROUGH ROUGH FRAME INTO METAL RIOIM. °B FRAME SHOWN -- SHIM \\\\II IIIIIIII INTEGRAL FIN INTO METAL (INTEGRAL FIMFLANGE REMOVED)Rww- D+k .Z7•%11x-WEEPMOLE �- - �� & (N2Br 1a WICOVER �'UCENSF�i��Fq��� Br 00� lu rn4.n 3B FROM EACHEND. -_--� VISIBLE LIGHT FORMULAS • No.GB'/Oi -'•�T R"H'+4 B" bk, AbM+bre �- TYP.ANCHOR TYPE, EDGE DISTANCE - EABIEDMENTANDEDGE WIDTH = DISTANCE PER SUB E. OSA4it BUCK WBITH-&17 -V•, 7 'u iQ'i B b.=avb�• SEE TABLE ASHEET 2. +(EMBEDMENTFes— ®FlXEO LRE:SUCKWIOTH-d.72' %f3;�£ 8pF •:ww; J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) O 3 ]. HEIGHT(EGUAL-LIM Ff ONIOA.•' \\�� 1070 TECHNOLOGY DIM Mk: Ma INsT�AouR oPTIOONOUGH LFM VERTICAL SECTION D-D BUCNHEIONTa-3-1x 18 �rs/ONAL E��G N waoE FL s127a SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHOINTO 9(WOW FRAME OR BUG(- -- Alllllll++ (941)-480-1600 SMOANe4.E mak; 6n+ot: Dv.uq Ha R.R STRIP.SEE NOTE 3.THIS SHEET. A,L'N�P' CERr,oP AumI... SH-5500 NTS 4OF 13 MDSH5500-01 .� 7f8•NDY r 7m NG1L . 7re NOAL TISNOAI t. TA-NGAL 5118'AIAPV8 5116'A/A PVB rdlO AIAPVB 5118'AIAAPVB• 5118'HIH SO 7/18'AIR SPACE 7118'AIR SPACE 318'AIR SPACE 31W AIR SPACE 7118'AIR SPACE 1IW A GLASS 118'T OLAS3 3118'A GLASS 3118'T GLASS 1IW A GLASS a� aEXTER R aEXTERIOR aEXTEROR aEME DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACEROR • SUPERSPACER OR SUPERSPACER OR SUPERSPACEROR SUPERSPACER OR • CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINALSPACER GLASS TYPE 5 GLASS TYPE 8 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 --►�I 7/5•NOAL �- 7re'NOAI T!5•NOLL -.{ 71r 11. Wo.Om �+ 5118'HIH SG— 5118'HIH SG 5118'HIH SO 7/18'P/ASG I 7/15°A/A SG 7/18'AIRSPACE 18' 3AIR SPACE 31S•AIR SPACE 5/18'AIRSPACE— 5/1B'AIR SPACE _ 1B'T GLASS 3/18'A GLASS % 3118'T GLASS 1/8•A GLASS U8'T GLASS ERIOR a EEROR a �. <J EXTERIOR DURDURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPaCAROR . - SUPERSPACEROR SUPERSPACER OR-- SUPERSPACER OR SURERSPACEROR • CARDINALSPACER CARDINAL SPACER CARDINALSPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE.11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7A'NDAL � � 7re•NOtA 7/18'AIA SG 7/18'AIA SO VrMOLLGLASS 1/4'AIRSPACE 1f4'AIR SPACE — WITH 78 Bf1E TYP. 'te MAV+LOi BE USED 9118'AGLASS 3118'TGLASS , WITH JCHANNEL OR 72 74 •INTEGRALFINFRAAES <3 EXTERIOR aKmx1-r 108 otASSTYPEs5,7,5,1L19 DURASEAL, DURASEAL, 9t 'S 15 MAY NOT RE' IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 75 THE rrvHi AOovE ay. CARDINAL SPACER CARDINALSPACER - 4Pvpmwnm�PhW•unps GLASS TYPE 15 GLASS TYPE 16 c 95 Q 11"11/ a(oA. Rw4M Sy: ppb: RnbIM: b IU PpP0.,1 pNV Mill o-• _ •.. i RMMC pR ppb; ReMtlpn: • = : No.05705 I�I _ ' •'•' . .. GLAZING NOTES _ A'•ANNEALED /� - pMy(pppp; W. TYP.GLAZING DETAIL x=NEAT STRENGTHENED IS ;`w` GLAZING DETAILS J ROSOWSKI we SurTEMPERED ACRE3Pye5YXURARAYAMERICA W p0`•. F 'SG'-AWSENTRYG BYKURARAYAMERICA.INQ '��Q F(ORIDA..•'G\ 1070 N TECIMIM FL 34D7R� FOR IAAIINl17E061ALN0 COAU'ONENTS,SEE TABLE I,SHEET T. ' sS/�11N1�A•1�?'• (941)-480-15oo SINGLE HUNG WINDOW INSTALLATION-LM 05/16M5 AL7f I NPE SAME: ll-�v N4 RK PE25e ER iLERCERT.OF AM.(2Y798 SH-5500 NTS 5 OF 13 MD-SH5500-01 PIwt1M. ON/TAA1NWm.Felt' Pib�lylb _ •""iNev"• .•. eN �+45DID b1LYw1 APH ONMhPF? OlR� ,bjTN+b OiabnPmsPn,liRl1 bkaYMf N •lea etln X65.0/•TQO a1 iaarMwa+Mbta nE Parmb BAe +aA i1.4 •eed iDD bW enemy. fYn•naro p •ma am •mo i0.P Faawaaoawe as EE TABLED, E FORm "tA•rw ILM.flan •aei ao0 •aD aeA SEE TABLE 10.SHEETOFOR ANCHORGROUPANOWNfiTT. 5lmvealw lfan•nam •mD iaD .aa •AD ANCHORGRWPANDOUJditM, tia Hall-ASM •ml ig Kee AOD ewYemy. mAOD-nfm NU -7m •ein .AA ___ F,}M FpW,. tiaR.n➢5I +aD dQe •mp .AD elnYq hnalu N6R•Rdp +a0 -liD Ne➢ •TPA tlffiI If➢R-1140 sieD iDD +aD .yA Tin TlaA.nall •md ii➢ +efo •Ae Mbolhb )OeII�T-0m +nA iiD N10 .AD HEADER aw.Yloele+ Han-mea .+—A;m -r0. •ae -AII - a Far1w feen.msll� D .Aa .mD ion HEADER 23 eYia n.w. Han-male Imo -toa •mo aW Fnbcedb t+aR-RAy •aP -A➢ •aD .fee 29 - eldn�l 11]n-H60 N6A •mn NU .Ao - _ iia naq•nNl +mD A8 +mo .lOd - e+.mpwwu mnr-nage .ma-me +aa .AD -- MEETINGRAIL Cpr14 nen.Aero NSP •ma .mo MEETING RAIL a etsrwlesr. 17M1•mff! NSD —-me •m➢ .leA _ O" P.SY�TjA llen•ftby NSA-tiA +es➢ — 27 � Mf�Pw 1Lln•N!0 +a0 -Ai •mD •mII maa.i ILn)•1flR +iSO aao +ma .mn f1� uan nax-Han +mn �n .an .im .� JNAB 29 ay.amy. ei)•nnt +6 a .m .mo . Fvwb ndi-n00 : 0 •aa 40 �AlaB23 a68 (Ae4nekb man•mb1E +mC' M •AO VMM SASH A1bv.+nvfar Ilv:mafnam`we .nD .mo a SASH `3 HEIGHT M1mep RDR-trd +aA ipII NSD .A1 Menau nall•INy •e1D -AD •aD •AO RE1L^iFTf mvfw Ilan-tldm •ma -mn Tin man.slaa .ma -Aa +mo -yn " 23 efPryYeyb nay.abR .mo -fm .m -An 23 nw+*+ AHr-mdm .mo •ma .iTD .Ao BILL pwYdwW. nn).mdfe +mD •AD lesn •AII p aavewe m.en•nea .mo -mo .ma .AD BILL M1mffib f}A1)-mb0 •eeA -AD NSD -mn " M®6q Oaf)•1ta0 •mA F +Oa b.l " Mfnnom 1]An•11afe +me i00 •m0 a] erwl 1t.ler-maa .NII -mo +mo tea Ty.a Rlfl•b1aM +me -10➢ +eeD .AD WMehb malt-Rafe +mA •im + .yD SECTION DETAIL FOR WINDOWS WITH Dura. man.As a wo .Ao ,ma .m➢ n M1.em. aaR•mdle .m wo .mA am SECTION DETAIL FOR WINDOWS WIT)9 LEVEL Rt REINFORCEMENT B GLASS TYPES 5 6 7&8 mbn.elmr�+ man-seam •mn im +mA ioa LEVEL R2 REINFORCEMENT&GLASS TYPES fi 8 7$8 (BEiNPoRCEMEN ALLFRNMFYPES ABpyE P+.mm nen•aafe .mD w •mo m] tRFINFORCEMENTSSMO"INHOURESABOVE APPLYCOWOU AWONS)PE48 amrf raw naN +ao iaD •mA tee APFLYTO ALL FRAMETYPESB CCNFTGURATHulSJ comb m]n•bfaal rmo im •mD •raD CONFIGURATIONS N Mfvsaob aay.mete •mD .An •16o m] ) erv.iFi.a. mate-eNN .mo im +mII .me apPrPlt6nlanW/Io6r11Eb a.n r aar +mo xD .aA .eas FTo„Ar sl�lte0 PEE TABLE I0,SHEET S FOR ANCHOR GROUPAND QUANTITY. iROAD t '?.L...... ., UUT Riw W. Dek Ep'' iRartsd PY. c A`wte'm.• ;�.;: Nu.50705 '••� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FM. -�'��S •�' DDESGN PRESSURE TABLE JROSOWSKI 2)FRAME OM MONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE. •-. T• F (U�ti 1070 TECHROLA0Y DRIVE mb p ��••.; N.VLTOCE,Ft 14276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON IIES NOT SHOWN,RDUID UP TO THENEKT AVARABLE WIDT]i ORHEIOtR01MENBWNSNOWN .,�jS/O �ti1+,•` tats)-400-1000 _ ON THE TABLE. ��Ttmaas PE crnr.OF HURL/20206 SAH 5500 NTS 8 OF 13 MD.SH5500-01 ' ABLE e: 1+l nils ewa..e.n �� 011IptvRaAR,Y.x' yyl ytly' )a.mern �� Oa4Arfa.unmlm an•al•�r e� Imm•p urm b�a ]mwW Forty. u.a. 1011 nm+n.o-non•1011 wi+ao•An•+AD rm Fwal. 11]01 •Ina atm•R oD•100-1+0.0•rm-+mo+n.o-raP Hm•vao•10.1-rao•me-+mo ILaaoDva xetrnuA •mD 0100•RD-1mA•Ro.1110.no 0..0 »ma.nus umnuN mol.1•m -,too•Ro alto•HI0•1104 n.o-noD nno 4+110.10.1-nna•RI•rao a Ewan. u.w-1111.mD.1111•mP mm•An•wo•NO 4 to Ew• a»lass»•xe.lw.mo 0111}.Rn 0101•101 nna.111-nao•101-+xio•nD-fm.•AO mm .+.a.am.f.• 1walf3v•AA amD•mo•1100•AA rmP•AD rat YawrN1.. um-v6a•xo•u0o naD•nno•mD nroa•ru-1110.ro-nao•R0 mm•rm-Nae•ne Mao HEADER ]rr1 xiY1-az•nD•non•mD-11110•mo +mo•AA 4101 Trm um1•101•n.D•nd•I»0•RI-1161.n)-nno•R nno•AO-1100•mA Luo•111•rae 1aDrawem• 11114-ra3R 1011•mD amo.mo tmo 7n0.4110 6mWp111• m®•0410 •Ro-nao•Ro•Hno•m➢-nao•11.1 mal•mo-rao.nD•nm•R➢-nna 25 cower nan•mr.no 4RD.AD•11114.mo o.mo 4ou 0904 Fawn nsn•Rm Imo.mo-nao•R1•110•HI1 mo•R1•Nm•100-110.0.no-nna•AA 4M l+.a.aN0r1 tunnldR•im a»n.nD•nao•ma nuo.nD ano ammuPv.+. 1141 11011•R4 mm•mo-Nm.ma 0111.•mA-1111}•101-vD.D•no-ra)•1011-nao•Rn 1101-+mm.an 41.•Aa•nno•An-tlLo.mo 4MO erora 11.1111111 9x1-ra.0•no-rao n M.•Imo•Re M1.Hao•tln0•n.•11110•mD-10.0•n0.-nlo Y0n3r a mml +Ra.+n.o+AA nno.mo xo•rao mo TAfa a.»I•a.1B •xD nw0 Ho.D•1114•101•nao.111•rao 9100•nao•A0 x➢•Im xP Hae x0 - oatmenl ra51]-om+mD 4..•AD 41.•RD•1101 1 4me 11.1.0.»: •Ao.mo•R1 m0o•nA-1160•111 0160+no-f»A•mu•1110•=n . •nao MEETINGRAL 11.0.0 D<1a xinr-0.e»• m•mD-nm.AO 4110•AY 4104 Ymberd•1• Qm•xb11 .76.•1100•R•• Hne•nao-1•++u•Ro mt!•mo mo.o.AD•voD•mo-n10 u Fgli Rnr-0.e».no 4114.nA-rao•AI 0101+RIO 4111 a EWY1 R6n•aam •x1 nmo Hm•rat•la 11+110•AA-rae.Ro 41.•N 11111•AA-rao-no-nn9 77 6Vd•JPmY) N.m]-sale•AA 4111.A.A aA1•rm nno•mD 4tlA .lrrnw nm•msv .111•1144•R.1000•m.M¢0•Ra nmo-0 Also•mn•nm•mD•nu•nA-nu �� um-nsm•mA awn.AA 4+10.Ae•+11..110 4100 owlelb +01.11011•101-too•R1•nao•100-mo•110.nae•mo alae•R.o-nao•R1 mio•mo-1111 e1r+r1 u>n-+asm•Im-1100•mA-nm•100 4Y)•nD sou ee.w N -N.Q•Ia1•uno•111 4w'no.11111•100•raD•Ro mao•mD 4111•mo-103•mo mlo rN1 1140.111 .0.D wit".A.O Ano•max -0 9100 T.1w 0011-avn •R1•Nm•101 4110•101.nno•Tu-nm•110 41.0•xe m .v.D am•HID aD.9 eRMMQ• 1611.1140•AD 1•AA-110..•1110•+ 0•AO•1mD rW.try1 23-01}-NbQ•m0-111•A.0•11110•AD•1140.A➢-1»➢•R1•110.0•]0.e•1101.RIO•1104-1•1110 JAMB ew xiell-40dn AO-f Al AD nim•RIO•1100-AO•1m0 ®IW`_ otsawDebts•R1•5110•RD•Imo..0•N0.1.]nD mm•R1•11.0•R1110•TOA-N0.0 �I SASH m Y F1t•I+r 1101]-R1A M.-ION.AA-tlm.RIO-0+AO•ltlo O rreMTAr. 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Dun•xim1•mo.ttlA.no nmo.mo-+n•rm 4100 owAnel. x411-1x611•mA-1100 HOP•111 Hao 0.r)•101-113.m au•mo aaa •101 am Hl0 x23 emnw Rf1e.mly•mo 9111+A •RP 1110}+RIO•1100 Qwn 1151-x4114•n0.4111 Hno-1100 Hm-1011•RP x nD aaa•101 ala •NA GDA •mo a¢. - ewa.r x1n•ater• n Ona+x11•+ mo•no 0100 .>W1 x411-0.w.060 nm..xio Ono•1011-nm•nA-me.rm-tmD•RI•1000•me x1 .101 xt Y -som x990alR•Ra 0100 9114.um.A D•mo 0100 to 1.111 mn•xs+e-mo•1».0 Hm ...ml-10.0•111•111•no ant•mIt .me x23 •AD 031 FNOY.RAIw• aM•a.l» nm 1111•x0•1110.mo mao.no.+110 avDrenef•r 11111•x514...110 Hno.Nu nao ma au 0.].e •1094 au •m.x1 •Ro an •no xo 44Pmrala 9oAPlyl.9.11b m. .In TNI mAN HOD••11(1•RD•IAO.1111 alae•R 11R Tra atNa •Im-110•100 1110•10•m]d 9x0 010 .A.O a1A•100 00.1 •A.D x0•AD PoO awl.-..e,'I1Q .dr D( SEE TABLE 17•SKEET IO FOR ANCHOR GROUP AND QUANTITY. m SEE TABLE 11.SHEET IO FOR ANCHOR GROUP AND QUANTITY. 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m0007000fl000000007070700flfl00700077777070007000070070 m 007700770077077700077777077777707707007707000707700 0 000800000B08B0980�00008088000080800009900BB000080 3.600' 3.500* 3.600' 3500—" -+1�•.-.O r fl�.06Y --y l+-.082' �••I�-�-bw - 1.11®' 7A83 1A16P IAB7 •07P--►� _L o 71-V' v v —l. v 7 07P I a7P JCHANNEL FRAME FLANGEFRAME FINFRAME EOUALLEDFRAME �1 77&5• 1�� 1�- 1 7- 737 OHDSASH HEADA" r sr O2 HEAD/JAW 1.376• OHEAD&VM OI HEADAIAMB OREWFORCEMENT �6 REINFORCEMENT I} 1 I mer—�{ .07P�� ,.767 3.18r--�{ 3ASr—�•{ 3Aer—� 1 DiP --��-D8r -�{�-D8r -�~-.OBr -►�� .o6r .7Sy 1D7b• 7.OIr • D � a, 2.11.• 1 .L_lJ --Lf�-.130* y 1.33r �-•- :y{ 1.310• Ir S �. REINFORCEMENT OND LIEETINORAR 1 MEETING RAIL 27 REINFORCEMENT REINFORCEMEM . OLF `= FA1,BE ALLIED r OFRMdE501776Lr f- vS6 1.041•�{ .{I I I T '�{ 1316• 1 ,J7P Imo- ��2�_� �}-2.,78• ,A7r-I r aey�,LL Ts3o•Dbs I'LI�-I{I1. 97s I ��[ ! "All.63s s`' !-�' _ u31r 0 FIXED 7 ~ 1.WP ~ BALANCE I SASH—b LIFT RAIL LIFT RAIL BEVELED r BEVELED .11 MEETINGRAIL 18 SASH RAIL 77 COVER 76 SCREWCOVER 7Y WTERLOCK OINTERLOCK COVER 21 OtTERLOCK C2 2) COVER . AquorcdaP4liM-IIhM- flaA Ilk, mb Nm KON �j- .318• X77 YLYNN���'�� RMwO Ry. 001 RwN MI.wlf d.r Wmcn d D6/•1-1- _ -� `���:•ItCENSfi•+�lT'P'i �J" SX Dofc Rid brc R7 '%) .761• •7�• ;/: No.50705 . - = OroeA Gr. AO IG I •04S EXTRUDED ROLLED =•u WINDOW EXTRUSIONS J ROSOWSKI LA Q LEADING Q SCREEN FRAME O SCREEN FRAME ►S 4/, SAE F fV 1070 7ECNNOLOOY DRIVE T1b+ Dub: N•VENT•FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (bat)-IB0-1600 P.EI66106 sw s sn.st OmNnp Ma R« � 17t"m PE CERT,OF AM.1292N SH-5500 NTS 11 OF 13 MD-SH5500-01 TABLE 12 TABLE12.CONT9 Bill of Material dil of Nleterlel,cont N Part# Description Material 9 part0 Description Material Single rams HeadAuto LackMechanism C Steel 2Tingle lkmg Frame Head 6 Jambs-Flange PVC 48 7201SUB Sweep Lack Cesl ane 3 103I a Hung Frame Hesd 6 Jambe-Fin PVC 47 72019588 Auto Lack Car Aaeemtly Cast enc 4 820104 Single RM Frame Head 8 Jambe-Equal LegrBox PVC 48 70018OP7X 98 x 1'Ph.FH SOS(Auto and Sweep Lock Scmw) SS 5 820105 8 WDH Frans S g•J-C a PVC 49 72020D AW and Bwsop lack Keeper Cast 21nc S 620108 SHIDH Frame Big-Flange PVC 60 778004PPA 06 x 3f4"PH.PH SOS r Screw SS 7 620107 SHIDH Fraena S in PVC 61 420181 LIR BwWod Tit Wch Caner Key PVC 8 620108 SWDH From Hill-Equal LeWBOX PVC 1 62 420182 UR Pull Rel TIB Latch Cann Kay PVC 14 820131 Fixed Meeting Rall PVC 63 7834PHFL 106X 31r Ph.FH SDS(Canr Key Screw) SS 18 920128 Sas D(Sides,Top 8 Bolton) PVC 64 420183 TIL Latch PVC 17 9201 Be nce Cowl PVC 65 4'20184 7Yl Latch Retainer PVC 18 620133 Sash StWSc"Cows PVC Iib 720207 V7111 Latch Spring SS 19 8711158 Pull Rall Wedlock HODS TS Al 57 420168 Plastic Till Latch Finger Pull PVC 20 620144 PuY Rall WtllDok Cow PVC 66 720182 Motel Tit latch Finger Pull Ust a.. 21 620167 Beveled Interlock MEMA1 68 420180 PW Bar Comer Key PVC 22 620145 Beveled Interlock Cover PVC BO 720208 Phot Her SS 23 620150 Light Sieh Reinforcement 6083 T8 AI 63 720187 Bash Pull Handle Car an. 26 620152 HD Sash Relnfirxment 6063 T8 Al 64 720194 Sash Pull Handle With Latch Aasemtxy Cnalanc 26 620153 Standard Meeting Rall Reinforcement 0005 T5 At 85 7634FPT 98 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rall Relnforoemem MM 75 At 86 420188 Bottom latch Strike Plate Cast Zinc 30 61814 Wealhemtdp,.167'x.277 Fin Pile 67 778568 IN x 618•Ph.FH SMB Strike Plato Screw 85 31 SQ300 Wealhretdp,.180'x.307 Foam Bulb Flex PVC 72 71 720135 Lem!LD.Bad PVC 32 61710 WealheraOip,.187-x.=PdyPft BeckbadfkM. r'GE 7700 Dow 781 Slitona 33 81825 Weatherstrip Php,.270'Fir seal 76 71846N Betting Black 7191 x 1"x 116')•B5 N-6 dura EPOM 35 78X1MTTT 98 x V PIL PH SDS Onlerlock Mamgrrg Screw) 78 Minas SuprSwwnMuMlh Hct Matt Butyl C—P.M. 36 76)3THPX 98 x 3'Ph.PH SMS ONesOrM Rail Scrawl 4106S 77 Quinas Duraasal Spacer Cornpo.R. 37 7166&SP MeethM ReY Screw Support Plate 6083 TB Al 78 Cardinal XL Edge Spacer Cornposile 38 720210 weep Hole Corer PVC Bo 61012 Extruded Screen Froma Akira 40 720b000( Corolant Foca Balance 811 81011 Roil-Famed Screen Frame Alum , 41 Ye x 3/4"Ph FH SMS(Cori.Face Balance Saew) SS 62 7CKGLB21 Screen Caner Key fa Extruded Frame X4 PVC 42 6pYa1 Balance 83XeIS-35MM41,149'Scrson Scrasn Corner Kay w8h Pull RIM X2 PVC 43 720205 Spbal Balance Stye Nylon B4Screen Comer Key wkheut Pug Ring X2 PVC 44 76XIWPAX 98 x 1-1141 Ph.FH SMS(Spiral Balance Screw) 410 SS 86Tension Spring SSBBSemen Cloth FmeMiass87 8 Ore Machine/Hand Rolotl Vinyl " ♦avorW of wmDbiR[wxa m. uluun„ made.0 Kia W. am e �- RMara By. Dale RMabm NOA �•�4t�OH•....•...:'��! - ml uea•vroa +i tr y No. 6706 BILL OF MATERIAL(BOM) J ROSOWSKI -�(� ••�4URIOP. 4+ 1070 TIO NNOLOOY OWE IOU bale: NOTES %,SS76N�: N'SCE.ti 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 roi111rrlrr, (941)-460-1600 smc PmMgxa Ras 1)PVC84ROYALN7NODWAND DDDR PR.W71.LTO-TORE OTUSEABELED FOR ANDAFtN NOT FADE A.LYNN LILLFr;PE ZIRQ4S9613.16,21,20.29,31,1&81.82,6671,23679 ARE NOTUBED AND ARE NOT PART�THISAPPROVAL p��p6 FFRf.OF AUIH./20786 SH•5500 NTS 120E 13 MD-SH5500-01 OPT.SWEEP LOCK p 4B �r-Q' 20 (OP49 61 OR 62 � 45 1 66 p i OPT.PULL RAL 22 .1 92 ORO 119 INTERLOCK COVER 87 p OPT BEVELED MITERED FRAME WITH 21 INTERLOCK MTERIORANDEXTEMOR 19 ACOVER 18 FRAME WEL16 49 O 72 4 6/ 7? ` X4 19 i--I 631 BD OR Bt 14 j t_ \ SCREEN OPT.PULL HANDLE ASSEMBLY ` '• 64 LATCHTAILS T DEAI 41CCNSTANTFORCE ` 65 19 O 8S OR BALANCE \' OPT.PULL 40 47 42 4S SPIRAL 9AIMICE HANDLE 63 1 18 f A97ERED FRAME WTIH SASHINTERIOR AND EXTERIOR 37 ASSEMBLY /—FRAME WELDS 66 / .' DETAILS •�`' IIIII�.1K"�`3 "J ATT -•"_.ACNES TO 63 4PP�Nn mm�igrWlOa 6 11 n I u -.--. --------'---.' oa. g FRAME \ `•DNy LYNN rA,w..a 9r• 9era raaea: en Am r ASSEMBLY DETAILS a•''•9 = � R.MW 9r• oel.: Ta.f.Ne: Nu.50705 •'••�•S ExrEwon =F',�7 ff w EXPLODED ASSEMBLY J ROSOWSKI NOTE&: pR10A.•'���• Iwo N.DTEcHmoLoDY VENICE.FL 742TyYE 713.: wa: OSOMANPARTWNEL M/TIONSNOT SHOWN ON FOR 6.OTHER CLARIME TY. H. '.ss/pNA) ANG`' (041)-480-11500 SINGLE HUNG WINDOW INSTALLATION-LM 05/15115 3)FOR REINFORCEMENTTYPES.SEE DETMLSONSHEETS6&7. 1/ S.Qn/Yod t• Serfs D—ft)JILCHHa br. 4)USE ERHER SASH TOP LOCKS OR SASH BOTTOM LOOKS. A.11<PEJ 7RPE CERT.OF Aunt./29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 PFJ 66706 i MIAMI•DADE MIAMI-DADE COUNTY PRODUCr CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy. PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled".Impact Resistant Aluminum Tube Mullions", sheets 1 through. 25 of 25, prepared by manufacturer; dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn.Milter, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade Cbunty Product Control Approved", unless otherwise- noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal-of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.16-02-18.03 rtiarn vaoe COurirr Expiration Date: May 26,2021 j�! 1 Approval Date:April 14 2016 Page 1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/1.4, prepared by manufacturer, 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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed - and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 10-0819.0 C_ . CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn-Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E: MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. Product Cont oI aminer NOA No. 6-0218.03 Expiration Date: May 26,2021 Approval Date:April 14 2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ,P.E. Product ContrI E miner NOA No. -0218.03 Expiration Date: May 26,2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL.NOTES NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE a MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE C C EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED. GENERAL NOTES-.- -1 MUST BEANCHGRED PROPERLY TO TRANSFER LOADS AND ARETO REDESIGNED SYOTHERS. 'N EVATIO B-----__w.I O E1.EVATION9_...._ 1 v TESTED AS'FRES-FLOAT FIGURE I• MLXL702X WaOD-_.�2 MULTIPLE I^OPOMWUTHFORYERRGLMXL— ARM-TO IE HAVE B2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNDP.MUWONS MU.LTOIX&MVSOM4X-2 oY MULLIONS I / '� ygOETAXy REO��INSnE NOT HAVE A GAP OF MORE THAN 1W FROM THE CLP.BEENNG'AND DO NOT NEEDTO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL INSTALLATION NOTES--2 � EDAxTANOIAAR N TOWSONRN-___-a N SHE An alINPG MILL TOSTEEL—._—a to _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THEWNDLOADS CORRESPONDING TO THE REQUIRED MIALTOMOu._.___�-a F DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LIMB.THE IO STRESS NCREASEWAS NOT USED ANQIOR6PEC6----�9 IN THIS ANC}ROR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. UYMLAiNTE[uPB�_d p BLYNULLN9TALUTXNN___6 IX2%. SP125M1SLSPECS__5 J LU b �`A d PROPER SEALING OF ENTIRE ASSEMBLY S THE RESPONSIBIUTYOF OTHERSAND IS BEYOND THE SCOPE OF TF ESE 1%2X.a75LSALEC9._—a t X 276 NUL X.= SPECS`.a N y A INSTRUCTIONS. t 1X2.76%AS U SPE03__-9 Z 8 tP 6USETHECDMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DE7ERMINEPRESSURESAND 1X1126XAOOWLL9PEC6-,O m F �ATWOG � .E MAMS 1 �Til _ / \SEEDER ANCHORAGE FO RIM COMMON MULLION.SEE EXAMPLES ON THIS SHEET AND SHEET 2L FORMLLTIPLE UNITS,CONSIDER IX To ECSf0 D af�isN 1 f I ATrow G: ONLY TWO ADJACENT UMTS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TASLESTHELOWEST DESIGN IX/%.925 N. ILLSPECS L.1f 4 ��1S2J PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTSSHAJ-APPLY. t%6%.95TMLAL6PSPECII_tt 116%1166 X]b51M1 aPECB-t2 aPENNO 1.2.5%325X.1DOWU.SPEC6-13 Z W NULL HEIO B)WHEN FINDING YOUR SIZE N THE MULLION TABLES,ALWAYS ROUND LP TO THE NEM SI2E SHOWN ON THE TABLE(S). 1MXI?5X"o Fm 23 X 194Ag:IIALwNL 6PE ib 'i' 1rBGTN sESOETAnL � N ANCHOR EMBEDMENT TO BASE MATERIAL SHALLBE BEYONOWALL DRESSNGORSTUCCO.WOMBUCKS BY OTHERS, 2X6X356v18PEC9-�—tB p Z BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE CWTED DR CORROSION RESISTANT ,-X.25 MOLL5PEca__17 !A Q &EETa AS FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL PROTECTED A4 REQUIRED TO PREVENT flex ttt X.fu MULLEC8 -76 ar%az5SAY MULL si'Ecs_to IW- Q 3 REACTIONS. 6S'X325nAYMLLLSPECS-_-A p NIlUONLCUPVWBNWONS-_21.20 z O fE1ffImTXN S)REFERENCETEST REPORTS:FTI.86(%EL000LTRACOWAOGRE-GATORNOAS E7uMPLE81 L2_—_._.26. FRCOUC MAY LOAWN6 E%AUPIES-____25 uN1a'l' SEOPANYlYl4. B)MULUONS PND CLIPS NAVE BEEN DESIGNED 6TES7ED TO OOMPLYWIfM 7HE REQUIREMENTS OF THE FTORIDABUODING 7 Z Y y I'M'BE CODE PND ARE APPROVED FOR U,PACT AND NGV-IMPACTAPPUCATIONS MULLIONS ARE ONLY iO BE USED WITH X51 f i nYPOTF ® PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. ID p <•O — 10)MULLIONS ARE IN COMPLIANCE T-0R USE IN THE HVN2 "AA 11)QUANTITY OF UNITS WDWN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THATTHE SPAN AND OPENING �1 SNEEIS 24 WU)TWHEIGHT OF EACH INDIVIDUAL MULLION COMPUESWRH THE REQUIREMENTS OF THIS NOA — LElf" x0W2WTAt INULL NSTRUCTIONS 1ENGTx ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSUREREQUIREMENT(LOW )FOR THE OPENING USING THE ASCE-7 STANDARD.. . OPBOq I (--Ho1aL LeALtlswm—I 2)CHOOSE A MULLION TYPE THAT WILL.FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. f- r 1 --- :' 3)REFER T08HEET 25 TO DETERMINE IF THE WIND LOADING I9'RECTANGULAR'CAR TRWNGUUJU1fiMEGONAL'. d)FIND THE CHOSEN N6UU VNS MULLION CAPACITY(UGSIFPI FROM TABLES IA THROWN 16A ON SHEETS STHROUGH M RESPLTTNELY.USING �RODUCyiTn�RRVISED THE MULLION TYPE.LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDNG IFIHE MULLION IS SPAWNING VERTICALLY OR HORIZONTALLY).THE B I O�IN�FI OpEWq LWLL xFM, wR, MULLION CAPACITY IIBSIFT•I OBTAIN®5}VLL.L MEETOREXCEEDTHE DESIGN PRESSUREREQUIREMFM RBSIFTI FOR THE OPENING OBTAINED IN A=P—HoI b2lS'^MI HBOM 18X001 r LL d �TN STEP II. - �O PI�y S)FROMTEIE SAME TABLE USED IN STEP A%-,:-REVALUEINTHENEXTCOWNNANCHORCAPACMREOUORED fU3SL TH SVALUE B� h � REPRESENTS THE WWDIOAO TRANSFERRED TO THE.0 TRA TE SVTHEANCHORSAND MUST BE METRO ATTNN THE FULL MILLION CAPACITY. SINGLE MULLION SINGLE MULIXN �FR1GlNIAL e)FROM THEANg10R CAPAgTY(LL391 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE YYYSNy LYWN Ads Ari � OPENxO1WmN� ANGORiSUBg7RATE/ANCHORCLLP PATTERN MAYAPPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFYTHATTHE REQUIRED ANCHOR ♦ \\0;..•.•..•.;!!f�i m YBmGL—L CAPACITY IS MET. 5)CENSg '•..P �` '•.{t .,� ��uB MULTIPLE MULUONS 7)IF THE MULLION CAPACITYILBSFM OBTAINED INTHETABLE ISHGHERTWN THE DESIGN PRESSURE REOUIREAIEHTILBSIMFORTHE 3'�• NO.Sam l..FROMFMREIABOVE. OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAN THE LOWER ANCHOR CAPACtiY REQUIRED.WITH THS _ _ _ VALUE LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - =-O,� STANDARDS LIS®: � %gyp b TE F�:'•NN/): F2016 FLORIDA BUILDING CODE(FDC)8TH EDITION B)VEeFY THE DESIGN PRESSURE RATING(LBS FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULL 6PNSUAORIDA BUILDING RW000 CONSTRUCTION OAPACTY I<BSIFT�D13TAWED FOR THE MULUON SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ;x`�;'••;A,cOR�u,�,.��G�.`� •ALUMINUM DESIGN MANUAL,ADW2010 HIGHLIGHT PRION WSJ "AANNpp11-" \,, .ALUM 0007152,2010 B)HIOHLLOHT OPTION USED AND TABLE VALUES USED INASPECIFlC APPLICATION WHEN USNGTHB NOATO APPLY FORAPERMIT. A�Lh1tJ�p16JP7J(gYs . FL P. 58705 DETAIL B: � DETAIL A. MULLION ATTACHED TO IX alelWrwP T7P•" •"� Y° MULLION TO 2X WOOD BUCK AM WOOD BUCK AND MASONRY sFE TSEfiF .8 terse OR WOOD FRAMING ATEAola°rt (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYomeaa. N sa HOLE 1, I I IaAlION I eNffiL (/, EN m 6 1 l i scE mBEre b l i ��lia+E�rEon cuui' E. 3 I I iLOG ERNERTKw9 • I _I.I 6FESEETABlFB 7 = STAIOABD EDGEW9TN 16ta9 D:M N 'ORSEf WILL • �N� m m I FOB Nl..01+R! W 6 O a O Pq ALLFD�81' n ; 11 cwDoo�iaveuxFDA . I I ANc+WAa SIDE VIEW Z •.a 0 N ALL WAUoNs °' 1371161716 j C ' e aTANiIAO U LL • .. tlIPYAY[E TG � iii A - V . �N9TO1lEO Br N Z a' EXTERIOR TWa Z a EDGE •<- . . a oWru1FE ° m zz FOA IMBONAY ° TNEOFFWt CIIPW ANCIID08 AEcowknDm FOA 8 8 EXTERIOR was auTLL4r ALEOBEUSm FOR N y y OTNERFffAAE IYPE9. 1•' ? ' O O Lal G.N TP.ANOIOA M.AMCN011 (O:.0: fN3l9W9TMlE, a 8� � TYP.AIfCI♦OA PEABW9ieAtE. SEB TA9:F916t8B PFASlBBTMTE, BrETAalF8161a1 SEE TABlE9 f&taB EDGFh11D DtBfANCE AAO � SEE TAwc° ... ATTAbWENf E1dBF�>&Nf BUCFSAUP _ t&taB T :.. BIOMfR9. E NT' " SESRDTE I. AITALMAIEM SNEEi 1. _ SEE NOTE t. - BNE�TN. ., .. Wa.TICDCWQRTC'pt GB1 . �... SIDEMEW FRONT VIEW F mVI-4wueWFWi& FRONTMEW uV&S dl INSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS WO ORSTUCCO. 1I I 2)OUAMDY OFANCHORS MID MIULLION SIZE SHOWN ABOVE ARE FOR P=ORIAL REPRESENTA71ON ONLV.BECAUSETHEANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TOANCHOR DISTANCE,THE ,�5�;'`(CENSE,•'•:T CORRECT OUANTITYAND LOCATION OFANCHOR9 MUST BE FOLLOWFS,REFETLTOTHETABLES ON TME Q '•,jY�: FOLLOWINGSHEETS.FOR DETAILS AA.ENCHORTHESTANDARDODR TERIORCUP MAY BELAS®, No,58705 —_ 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEKHEAD OR FLATHEAD. (r= 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL q SHEETS. .. ••� O��'•�. 5)FOR MASONRYAPFUCATIONS IN MIAMI-RADE COUNTY.USE ONLY MUd6DADE COUNTYAPPROVED ELCOLLTRACONORELOD174'8.5.AGGREGATORMASONRYANCHORS. '''SS�ONALE A.L{MNIMILLER�DE. FL P,EA 6870.5 DETAILS DETAILC ,y .i2a'MRL MULLION TO MULLIONa INTERSECTION 70TM, MULLION DIRECTLY ATTACHED TO MAU01 (UIP) CSC MASONRY STRUCTIRNE1)MAY BE INSTALLED N TWORTAOSS' (STANDARD CUP SHOWN) „INTERSECTIONS. n vARp 6Y ()MAYBE INSTALLM ZONTMLY (SHOWN)OR VERTICALLY. d tV 1.17mi ERSUSSTMTE,Il" 1 SEETAELESTbnaL 3)SEE U-CLIP DRAWINGS.SHEM21-M- i i. FOR CORRESSPONDNG MULLION, z m I 1 0 EDEMSTAKE M.AXN 1 Ii I. PDRMA4a/Ei1• O W ANCYARa'S�� J W 1 1 1�•I /'�6EIFOR0.11N6011PRE�OPiLL N Nt"AG415E9b14 Dj Cl to EXTERIOR a t m EFaa- WA • 4TSErtlP13 `h�`\1�M�`yjw 7 �" TCATM AWA .. Ml1ENlA;DE(IT Z Q ANCH g a FfNFAAHSb tXfERSECROti ,/� 111 USw WY �D{iP y ��.II N` a OTHDiPAANETYPEALODIO�S EXT R ` 6 ^ v TYP.ANEI®R 'n s PERTAISSTMIE. n Z' a T / 3E�T�m.,1R d a a 3 PER5u s 6EEEHOLELO bWR F Q aIA�SIM PER TASM1- NOIEIOCEWE N Q ATTAMUM 9�TA&ES saiDB FRONT VIEW E 1t! _yql Y evoTelDm. MTABLES R t� E1 t71 A. eam • ..... +DISTANCE 1D12r K9 mHCREIEOR aAu HRiT KSICDNCAETEdipAl Ft8lE9 SIDE VIEW d FRONT VIEW SIDE MEW DETAIL D: MULLION ATTACHED TO STEELSTUD _ {STANDARD CUP SHOWN) INSTALLATION NOTES: B1RLCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL DRESSING ORSTIMCO. ' WSSIMTE. TAR•..ES 1&pe ONLY.B7I7YOFANCHORSANDMULLIONCITY SIZE IS SBSEDPARTLY ON TE HE ANCHOR OR A:CHRDISTAITION SEESifEEiB 00 PRCOUCTREWSED i ONLY.CT QUBETHEAND LOC CAPACITY INCASED USTBE OLLOWECHOFER70 THO TABLE ON THE 2143FOq CORRECTQUANTITYLOCATION AD, FEITHER HE STAN ARDORWED.REFER70THETABLED. THE Holl: B .4 FOLLOWING SHEETS.FOR DETAILS A�D,EITHER THE STANONiDOR N7F3EIOR aIPMAYCEtSEO. � tOCtttae 3)MICHORHEADTYPEMAYBEPANHE4D.HE*(FADORFiATHEAD, ``~ A)WOOD BUCKB ARE OPTIONAL BEEDETAIL C.SHEET 3. ® Ixm B)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY.USE ONLYMIAMI-0ADEOOLNTYAPPFUNED Lai USTANCEpit 1 ELCO ULTRACON OR ELCO I/N'B,N.AGGREGATORMASDNiLYMlCFa3RS. TORSTEEL STUDSTK1tAfl71W1 -' Tq `�`ON�L LYNN P)tONT VIEW 'Ta4AA'AcalY1VNTKRHt1ff R8tSLTAW in ht'y1CDNS'$''•.,'P ' -COOC A2Xw0o0 RACJtER N116T USED. '�f ATTAClIMEM EYOrHERS. •�C EXTERIOR DSEW002A44t/ORSPEC$ SIDE VIEW TX' No.58708 NOTES M1 i Y FORID(woDDaACKED STEEL STUDS•W O00 UJ, ANCHOR VALUES MAY BE USED.- 2) SED:2)SFE CORRESPONDING MULLION TABLES, � 1/(1Ajq SHEETS 5-20•FOR OUIWTE YOF SCREWS, ATL'YNry1L/IL�LEA,P.E FL P.E.S 58705 DETAIL F. DETAIL G: DETAIL K FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION—INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE GLIP) SREI 3rmv=AuATm wm • IWYMML 0 0 In z 0' 0 0 0 0 Ss TOP VIEWupx fom q:M SIDE VIEW i TOP VIEW EXTERIOR 1 I i 1 i aavTRATE, :3 PER SUSSTRAM EXTERIOR LLD MAUON t IRSTAUSSOMMOFRAYMAL IT, I I VXVX.IW (A 2MR . Ca -MRSLISSTAW4 woW . STEEL&W wowoo'.mx. ST�CLIP'low EXTERIOR ORIVASORRY A`Amk�CRW�SWovEomm. EXITT" C.& IWOVAIM STEEL A—pl..W W-02VII-011t ALUKemuc,RWASf EDGE op Dy VER CIA TAKE PER ANC"DR NOTES FOR INSTALLATION OPTIONS R. MVLAUJON. MULLION END.CLIPS MUSTBE INSERTED IWDEOFMVLUON. 1)DFTAX(SHOT APPLICABLEFOR TKEBAVOR lWX2.1PX.I2WMULLION. 2)DE7rAILG:SUTADWSlti-MBFORANCHORQt1ANMMS AND SHEETS 21-23 FOR HOLE LOCATIONS. 2)SEE TABLES 113-I98 FORANCHOR QUANTITIES AND SHEETS 21.23FOR HOLE LOCATPONS, 3)DETAIL It SEE TABLES 156 OR 16BFOR AN04ORGUANTMES AND SHEET22 FOR HOLE 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATIoN, LOCATIONS. TABLE toy M.MM Copscity TLSN CIw111099 sfl trot'w&aN<PeY79rort"Amo)mOpLnIng"ght(NrtottzatL IV am") Mip wh e0n 70r soh wb fIIn t20N 1wh 00Y , '� iM-vw 7bpfwLa. tnelepdr T1m+etano. ft..- 431 TrANme6 weuwAL TnKrNi BnihrpYf fe.O2rM} Rsfe@le fiAYf4ep RrtreV4e dra RItWp4V 93P'iAri} Raug41 iupeTO�p tix 132%.126 iaidVp 1ada0 fades Io341W ta3x t000At U"* Latdw Ewsq L6a3G 11edo0 We'kv Lft U.&V Lo-ft be4N fAWn Lwdv fill, 11111111111 1111111 11 aft Itis 400 Mae SM R3 4N fSiA 32d 7"1 us 10tH 371 eM III 104A 310 1Lf 11 INAIII 110 400 INA310 q.1 M INA 310 3L0 00 INA 310 3114 401 INA 311 J W 41h AA 312 031 Yq W 312 Til 2n US 313 01.0 20 w4 3n W RIO 41A III 01.3 0[1 07.0 7M 61.4N4 333 III 61A 3N 2a0 3M 01.0 241 224 312 01A 2N .= ttt!l1=333 wA31n no as Tae 234 6LR of Its us 4" 211 617 IN as 311 6L1 36R 316 211 at m 3L 2" 104 Te 20A 241 Zai 7M 22.1 211 03 211 200 741 4" 211 � K N elhe2.0 20 CIA 101 q4 Ni 40A 307 I7A N7 Ne iW 3211R/i 418 100 2U NT 31.4 1M M3 W IIA 10 314 20 $&I tq 113 347 Rat t0 M4 217 70.t eq Nm O ro NWit I1.4 700 H3 170 720 '100 aL4 Itb R7A 2II N.0 Ip NA 2q Ids 1q 3L3 200 77.1 1N tU TIO 2L1 IM MA 200 q.0 IN J e2r -!!!I lel 333 I 1q MA MI Rai 1M W /el Al 141 Z 1 1M NA fes tl4 101 E4 10 +Le 111 21.7 m 1� 41h RB! tm 70.0 Id 240 Iq 2e.! IS ROA 101 2a! 130 L40 tq YIA IN Z nn 2y IN RL3 17A Ia6 M0 1" fie ill 1N 1L0 tle Wp 2eh +U IRO sai 1061 fat 121 04 for I (jj c 2 Ten TA tle fu fes _ r T tI3 ANCHOR CAPAC37YAD.IUSTMENT FORMULA- CAP. ORMUCA: 13 A6M67C11CI Mb ANCIiOR CAP.,�e„ tlJ r � ea-ui xTAtML+Li Rai taa Gvu F%Lt PT 4rW (DP^,)X� )-ANCHORCAP.'- NIe^Ef» urtW Ea+etM'Ere W6eEco 4104'wi 1126tH v2ste7 MULUDN GAP.,-•a„ co AxOot 31r H[aMIKm Vrtlwlf0.002 aTr Cf»tRnem WEbolP iim X ADo1w7C�P1BemL Mien A0Pi0ge LVsm AwP e<-W)0 LCB 0aw6TB USE THIS FORMUATO OBTAIN THE 1Y SC 7Aa1RIt--.M 1. avr t• 2.1,7 }Ve• r iw r 2-trr r }W r o.r ow o. CAPACITY REQUIRED•CORRESPONDING TO AN X 6 Em2f0nei tsw tw torr Farr r f-W I .tw I- tau• aw• I.W r 1- laA• ILew ACTUAL PRESSURE REQUiR@AENTFOR THE 7Motor ur un.P.c msl.aaOwtTp rfi l7 IIIb 7IIb q ft m" b -. 2006.a b wb v/b 6W mm Nfb 4ub x0b OPENING,WIZEN IT U LOWER THAN THE MULWN d ^ 3 N 4AM6mG1.ISLr3 ac761L>vewrorwMl+Pr.Rt 4IIIN I M. IIA WA IIA - I IWb IIA IIA IIA IIA IIA f>f2b W. Txb CAPACITY(FROM THE TABLE)OF THE SELECTED fAn0W300^MAQGt L6A•�3t3yL10i337 T1Db 2qb OBOb ilBOb 10006 WIN i W. WA 780b 70b gOBi !iM 00Rb mq mft MULICKIt Wu1Y1ELDAMMMUMANCHOR 2M36rc3B0.IS Waa/ .NI ARr Al",(FlD.7 WA I WA IIA IIA IIA NA IIA WA IIA IIA IlM IIA IIA IIA TIb CAPACITY WHICH I MAY BE USED TO QUALIFY AGM / s'F rV ox lot. 201c3 lab Anb Iieb fwb v>6 amen ibtui sub 4nb IN& Yzrb 2w6 ADDITIONAL ANCHOR OPTIONS FROM THE 2ArcM3 /.1TYh.a01FQb1Fy,6Y Nab i50b IIA WA WA III IIIb WA IIA IIA f6R IIA Nfb 4126 t4ob ANtSgR QMACRYTABLE. NOTE;FORTHEOFFSETCLIP,I/SETHE SAME INCHON PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. F E1„ F10UR �� TASLENOTEffi _ e110 M=(tuYfsm SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEEi2b FOR INFORMATION ON LOADN0. Nytryry{{tea,gq F�ty EE$HEET62+}PoR GENERALINSTALLATAN METHODS. ....)yam•r., BWHhe tl000 A FIGUR 2)UNPAR WTERPOATKIN BETWEEN MULLLENGTHSANDAMOPF.NNOVADTHS ISALLOWABLE r new. ) E: i3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR M(ACT)IMENSIONS,SEE SHEETS 21.2& M-ai HOLES TORE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 2.000" FIGURES SHOW StMESTED.APPRO)OMATE HOW LOCATWNs. tt( ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO Art$01 SPECIFICATIONS.HOUM AND GROUT-FILLED L ^125 ,1�a�LYNN A{/�Arrrlr� ROURE4: FIGURE 6: FIGURES-. CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•60.WOOD SHALL BEPRESSURETRrATED t :,�`Z�'\jC£HSp"'•F'p `i YELLOW SOUTHERN PINE WITH AN SO OF 0.55,ALUMINUM SHALL BE 6069.15 AND BE A MINIMUM OF,I25" I * THICK STEEL STUDS TO BEA MINIMUM GRADE 33ANDAIS T3SCK(160AU 4 STRUCTURAL STEEL70BEATrXYX � LEAST.12W TRICK ANDAALLANCHORS WTO METAL SHALL EXTENDAT LEAST3SCREWTREADS MOND . 36. t26'MULLWO! _ _if; t{O.SINOS • LLLL_�.___I THE MATERIAL DLD d 012 ANCHORS INTO WOOD MAY BE STEEL.I"SS.OR 410 S.S. LU "�'• STATEOE FL P.EJ!Sit TABLE 2A M.3-C.P.,py Two h � opwin9Wtomww17f rymrffiMA}mD Mih5aH1lah10vrtwiffi9a" BO mA3aa} y+^U Wh WF TON Wb WF SOON 120h HOb 1Wh N 1RNIOW+ ilOptlmt. R CtrT�++ TppnN+G AN'aIItr TnOm- RKtaOON TWT.0 9WvgAr T-R-. 9aO,p'JK TNMb6 RxLiWN tbyfOVQ. RaWWbt D9✓tNrg X!' 7x2x.370 19.a�9 t9va Lttaa taalt9 t0afp L."m L01av 1019v -ft 1--v Lauv LONtry LOaW w va +wan ImOka Laaav taut mea I lilt It I h I Ia f a g 1 It It if 11 a I 1 111 1$ 1 h �� 11111 J11111111111,1 11 111,11,111111 1111J1!I T I T A il 11KUHN11111111 w 14", � Z N Ub M. m0 fY0.0 I 406 tau On tT60 4" tm) OW IND boa 11U Om lade ate 1W9 em 1049 MT KO mi /Wa 6R 141 eW is" MT eta 692 1669 611 DAT I 6m -0 ... Nb UW W7 1m0 410 MA OUT 1%2 4% M9 5W t04T 43 16.0 OW Ia. 7x1 WA aW 99.6 ar 666 Wt 03.0 OW m7 aM K0 NO tii 9W 989 NO 334 Wt W.0 NO 3 WAele W3T 436 t140 2H W4 4W 989 Sn 141 ltl We 084 01.8 /® K6 OW 01.6 ue OLS 251 6U 4W Ka re 132 450 WO SW 37.0 496 660 036 329 456 BOA 2a6 K (/) NF WA 4W 0U WO Tt2 400 019 - 61A DID 727 372 mt 4W W9 318 419 400 W 313 47 4W 62.3 3N ,148 1R MA 313 NO 4W iY.8 312 mT IW 6to 313 W� O 4 Wh 6" 331 6U 270 WA eN W.6 270 446 3N 612 2M 340 ON 400 2W OU - 429 99 Kt SM 420 261 m0 325 tl.6 2W 211 391 416 2W IBA 331 416 23O ' W h Ola 2N WA ffi K6 294 482 2tl 384 294 Q6 2n IIS 2M 260 22f 289 294 31t 37t 289 2K 032 2m 2U 2% m6 210 f82 2N 334 233 146 2N 334 700 Wh tl6 20 188 No iO 266 424 229 304 25S 07.6 221 =21 2W Kt 2" No AD OLD 21S m4 2W 286 212 125 269 240 250 NJ 250 27.7 ZW 1" 20 aT NO 7 U2 T=b m0 228 'NA 10 =1 No 1=2 1M m7 NO 2D4 iW 22B - 216 140 m0 225 m6 IN 140 226 221 IN 130 NO m9 iT7 M0 225 186 M 119 NO 186 HOY z BL77 RBF ad 2W 320 177 2Ab 2m W] I1d 219 ZO2 21A 170 482 2m 2U 1R 1TA Zm I- 165 148 2O2 IU 1W IU = t6.7 1W 10.9 2W 139 IN 0A 202 148 tW }Dh ms tal 210 NO mb @N mt 1P m2 N2 2U tm 427 tQ i6T tW 137 t@ 10.) 157 it2 Im i61 169 tiA tW 402 1m 461 1. 141 IN da im 142 176 - Q V W F 166 IN 180 tl6 t91 tN ilt 126 _ f- O W F 142 137 1U 113 H C2 TABLE 2B Anchord TaANb ANCHOR CAPACITY ADJUSTMENT FORMULA: y M� 2n mwm. SLS- I Fw,,mu PT I3MW (OR)X/ANCHORCAf!,,,,,�,�-ANCHOR GAe 'Y10E1eO w'ea Llo0 9lrrA'o W88 FTw /10ab9 00796d 112 DIN MLALION CAP.,.,,., Aod- 371@'EbOlAt�ctn WEkOt6215a L1r EbetENvt w'aNwN® Z,+y} Ane9BTCBPPIttNlla 173Nra A9v10Nv Gtr4om. Am%U 3t10f0ft-ga1 i5n1+<1631 USE THIS FORMULA TOOBTAN THE*ANCHOR Dow OM.wbt) r I svr I r 1 a DIV r 2. 1• zw r sw r 64r Ox 63N' CAPACITY REQUIRED'CORRESPONDNGTOAN Empasmt +yr tyr lyr +ar r t•w I.vr I.ur I I-w' btr 'I-VI r tare lye +Nf1 ACTUAL PRESSURE REQUIREMENT FOR THE k'O mp 2 tid'301L OA I6ina.1N041ta9PPyf -w M. m" 8bb b 2wb ZN b tat Nob b Wits N1b -- Naar OPENING.WHEN IT 95 LOWER THAN THE MU.UGt n O1.1r NN0.F 4Ant2m1814naN p7]a1DQIa XTv.2% 1Wb b wA N44 MIA NA t NOl MN WA NA t9A W2b M. 1fAb CAPACITY THE TABLE)OF THE SELECTED 4Av6N847r16.O.410ue 101ap15R2.31 TWb YW4 ecb 1Rtb t65pb Non mtb mI 1 M. r46b aWb ttab 692b 40 . twr MULLICN.ITWILLYIE DAMNPMUM ANCHOR QAV IAt OQIu,=,ft wA)- 41 WA WA wA ISA WA WA IMA 19A NN MA WA wA NOf n3 CAPACITYWHICHMAYBEDSIDTOQUALIFY 1 APCMIE .p} tWb 1Wn 2234 N6b W2b 135b Wb aTlb 210b NIb Sm81 1n4 Im. mlb l40b ADDITIONALANCHOR OPRONSFROM THE 2AnlN1 t.tY15R QCs 6 2wb 3nb 14t ti'A NM Im iWb WA tq NG WA Nib 442b !fib ANCHOR CAPACITY TABLE. NOTE;FOR THE OFFSET CUP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE It FIGURE 2: TABLE NOTES: PRHDi7CTRBVIS W ��� �, i QdmDgywwlarFiutl3 i}SEESHEET)FORI1STTiUCT10NS ON USLNO THE TABLESAh@SHEET 2D FO10LfOAANTIDNON tOADNLR. Ma9CDA1 _ SEE SHEETS 24 FOR GENERAL INSTALLATION MElR10DS. --j 1.006'(-- F�In1imO�40 •p� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSAND=OPENNE WR7TH5 is ALLOWABLE. FIGURE Mimi . 3)MULLION ANDMULt10N CUPS SHOWN ARE NOT TO SCAL&FOR EXACT DWENSIONS,WESHEETS21-M 2.i� It HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIME7SiDNAL RESTMMONSSHOWN ONSHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS LYNA7 M� ANSI ECLIP MUST BE USED IN PAIRS - L[IT CONCREEBLO:CUNCRETE NIT(OMSHALL CONFORM TOACI OASTI 540.Wool)SHAL BE PREOW WDE-TREATED CONCHETEutu PINE WIT ANSIHALL CONFO ALumodTM&-ALLB 6)wxTsLBEpEAMI IMUM OF.1 )1'FIGUAEk. FDGURE& fKNUREe: No.Ti8705 'X YELL0IYSDU7FtED1 PINE WITH AN SG OFOESALUMNUNSHAtt BE e}at-TSANDBEAMNIMLSA OF.725 i THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(ISGAUGE).STRUCTURAL STEEL TO BEAT 1'Xr XJ76•MULUON = J) LEAST,12W THICK AND A3&ALLANCHOAS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND =•O;GC 4�,// THE MATEFKU-#10 A012 ANCHORS INTO"MAYBE STEEL iSBS.S.OR4IPSS =RC1 ST.TS Fb;�tU: �T,;1(jNp4 P.E.0.L11NNM DE13:P. FL P.EA 58705 TABLE 970 Malian Cl{c T4Dq " a 141vwil twlloOlaettW N mu(an)wOWainS NaMMRa( nvAcm) q`p mh wh llh ph wb took, 17001 140t1 IN I. Ik 13E7AJ R.tttrOJo TppfBh�p. -14.1 V*7*14 Ibefa'01+ IItyAwo, Pw Tt10r61mp R�W4A L+ORI+G RbdbWY ICMPJ+ TMarr'F Regal9rrt 4ylDUnO Ivgret TgYrrmq. 14 376A06n talsTo Ia16r4 L--ft L..*4 I-" Liam ISt" IA0m4 L-t) la<Otgj L-6* L-ft 1ta9p tA.6w Ia1Gvg La4.o L-ft La4O0 t mulhoft if 11 if if if ph 17!0 m 170.0 455 $Mo 7M "IS 476 'Too IN tm8 Lab 1'701) M INA Sit Imo till INS NI 110.0 1250 Imo L21 H07 1011 Imo 001 WA IMI IAA wl Ilfl nee 17!70 D1 0 W 46 k, im0 701 Imo MI it" ao n0.d W in. m Imo BN 1m.0 Itu vat L51 1SiA 1W im0 ITT INS Ito! Imo Sw HiA On Im.O Na STA 1130 I= 010 414 1100 fm0 550 = x NASI, 1m0 141 Imo An 1m0 506 Imo wl 107.8 107t Imo N. itel lan 17070 TL7 lime 1072 17070 in IIIA 1072 neo IN t7A 1032 Imo Tw ..0 Iw2 tol 7N m.4 ap 170.1 7N rd W 54h »DA M IN.0 612 IS3.0 UDt Me wl iM2 9n 7047 700 110.1 4A iw6 Tw ml wi 1450 114 U0.4 on 301.1 110 me IN 1460 7" Mi tall 1a.0 N1 on Oe7 tike 706 m Q eeh 141.1 116 ISIS 6b 11TA 706 1303 111 ISIS 105 1160 ND MI IN 100] 6N MA 706 OU,647 m{ 705 061 571 " 706 oil 374 Sol AS IIA 671 44.1 735 01.0 SA wh 121A M I3" 510 tell as till 6N SIA M6 161 diT 76T Ow OQt 630 ITT N4 61.0 wl m0 6N m0 ra Sol Am 7" MI p1) No 1St MI 767 me AA 625 47 Nh 100.0 wT 1121 Ax NS Ni Mi fit 761 bei No wl 6ax 001 77.1 4w we 501 71.5 40 NO 657 S/1) 161 t42 Sol wA 4N 5770 001 70.7 til 111 Sw 121 Iii W +�` 72h "A 610 pJ 4a N! L10 T3A ix 013 300 Sill pe EP.a M0 5770 HO 454 MD N3 N7 at 810 N0 4w 05.0 SID 4170 4w 2" 510 301.1 31P 265 N0. 4L3 3170 2 Q) �� Ah U.4 4N RA NO 07.1 tee 01.7 M 4070 455 51.1 015 K4 41D ad 'fiN 01.6 4% "A 073 UY <50 1170 5N 7370 4N 31.7 262 x1.1 4N 'JIM' fit.T 154 1a7351 J Z me, 552 IN 6770 MI 036 435 NA 372 tell 163 14 tw MI 435 44T Mo M7 t9 410 1B Olt tI5 061 Mt 2II6 ale }41) N4 210 430 526 245 ffif 430 St2 358 d' MI, HA 0x7 41.t 210 MO 327 16.4 AS 20.0 327 MA MD 70.1 Mi 260 ITS 232-M7 267 x11 m/ 0x1 SL7 2N »A 1n 214 762 IIA MT 143 x56 O1 'wh ALi 217 We 257 IIs 211 705 x52 350 2N 70.0 114 11A 247 at 244 "1 Al SAI 4a »2 :1! 3003 Zff tai 28T 7870 251 M 3 fah x52 x17 717 at{ mx xn M0 701 173 E.K. Ip 161 217 10.0 iw � rn 1{ iiih 223 716 227 He 166 fits 10.7 let itA xit t6A tri 22�yyy77 N /alb "A 144 17.1 IN _ ~Ail - 3N E3B ANCHOR CAPACITY ADJUSTMENT FORMULA: AndlwG c TJnh M sw5rx 2tec6etnt< aa3Or.a 0rmxt 7L m FTNbtO m" S }XtANCHORCAP.,,s„e�gANCNORCAP•.e s` YIC11a 111"Eko 611a'Bao Vra,Seca 4106 41281W 1»84e MUL1tONCAP.,,,„o 11 A6dwrCipPA111Rm A Trw 3114 Eka i4A4P1 V4•EICO LiW DUtem YtS'F-Nem IF4'Fb410x1orA AM. MNem AaxO 84Fr NtD I asIP3.6a++Ns) USETIH64 FORMUATO OBTAIN THE•ANCtOR Ed.cx-60 r Rt4• r bip' rW i' 2-IR' t' 2•ttr T 3trT T aA1• OSr OStr CAPACITY REQUIREW CORRESPONDING TO AN Emb46e0 I.TN^ /.Vr14N• I-yr x I.IM tnN• I•IN' 1-tw 1-W IAN r IDIS' I.Yr e0:v ACTIIN.PRESSURE REQUIREMENT FOR THE 7 .ts• 0.0 Bimvtrod11t2pPq tY 1wM mofr 460- b '444W =3- - Ta- WIN M. b 35tH. 4p- ND- OPENING.WHEN IT IS LOWER THAN THE MULLION 4Aw3n.O L1TMh 0.c,leantw(voa•W Cp PL.x7 ieeb 7N- w1) WA Ka xx Seem. WA raA NA w1) wA, Nth. 66s- uNb CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AR1aa a Tran On 1 D1a5AR{.pbt 5 Sob teen ew- INa- ISI6b sto- -4. WA - 744b Nola are- ewb N5- Ipab MULLION.R WRQYIELD A M h4IMUM ANCHOR 3Art5m@SAY 0010.0.3Mpp5Eo.t7b•AMtt74<3 #770 M7A WA - WA w1) w1) WA Ww wA w1) Mit Met. 1(4 fits,- CAPACITYWHICN MAY BE USED TO QUALIFY tASPUIFpp Ob•SJ iwb Iwb mb Heb 622- Wb tan n7- 7m- la - mb Im b. 221- 7ee41. ADDITIONN.ANCHOROPTIONS FROM THE xAmbi L15'rM QWFi1 Pet 210- Oeeb WA WA A WA 1wb WA w1) WA WA WA 541- 4pb L60b' ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAMEANCfiOR PATTERN AND ANCHORVALUESAS THES`ANOARG0L"`- ( CUS CIRCLED ARE ED IN THE EXAMPLE ON SHEET 24. FRODurrRRViSED _ �•^/ utaa yi g%,oh IlwVMIM &d(d4t7N6U FIGURE Ii FIOURE2: Ar�xFww %r.-0w-cg } C�� C d 1)SLESHEET 'LOOM r S SEESHEETS 2-4 FOR GENERAL INSTALLATION USING ON METHOHE DS.LES All SHEET 25 FOR INFORMATXk16N tOA0P7G, D% I Lha6uel O1oa11 SEE SHEET9 2-0 FOR GENERAL INSTALUTION METH003. FIGURES: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMR.OPENING WIDTHS ISALLOY3ABLE NN I"r�r - 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23 2.1 W* .`��i�ti:'1C•ENs' 4F M + HOLESTOBEDRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWNON SHEET821-23. C�:' I' F• ' FK{URES SHOW SUGGESTED.APPROXIMATE HOELOGTIONS `11•? •'.;'c ANGLE.CUP MUST BE USED IN PARS 610,ES71}y 4)SUBSTRATE&,CONCRETE SHALL CONFORM TO ACL 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED FIGURES: FIGURE& FIG7AYE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM SSD.WOOD SKALBEPRESSURE-TREATED 375 v:�j,� f yv_ YELLOW EELST D FOBS ALI NSOOF0C 33AND.OWALUMINUM ALL TH"(18 GAUGE D SEA STRUCT NIMUMRALS OFTOB 7 �F�•,Lllt`' • THICK.STEEL STUDS TO BE AMPIIMUM GRADE 39 AND.Oo6•THICK 18 GAWE}S7RUCTURALSTEEI.TO BEAT LEW-12YTHICLANDA3&ALLANCHORS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREDSSEYOND r x 276^Xa7C MULLION ���..fiLOA101;.•��`�`� • + • THE MATERIAL.10 .2..0.PRO WOOD MAY BE STEN.iU S.S.OR 410 S$ /I'4l,R1P.E. FC 387 J TABLE4A iOuRon CE Ep TLW gggLLRg+}� Op.N4ovraft(YrwrEmAAIPSAWr9p4Gwwa 7n NOWLIroflmele*r 'VaUll0") go. flowMy.1a� b b TOb .Bob Win lookflab fqb fall. X 1r2,Tti Ab'b 4w0ig3 ft".OW wat.0 RxbcfW OCzm tt cALltr 71 al-0, R U-Fft 7nPR/wp I-4yE'r ftpTA- R'cbgb 71+0OMry. R-I'ro!r Rw'Msg R'cfeOAs LMif141a1 A A5OAhM L.-ft We v tai*v Ldro t-Av ta*a La*10 L-11,41L-VA; 10.0.611 Lcmaa LA-ftLaws! toefno lawn LewT (3'860 LUgf g,X If 11 fill I I I I II if 11 11 11 if 11 1 if I if I I I It if if 11 11 if 11 1 11 if if 11 11 111 m �j Cl Nb 1760 Sm InAl 411 fmA iN 7704 476 470.0 ff 1764 6W 7700 fii 7709 SN 174,01 711E 11710 b2! 1mD 4Np If4A !21 lima 1/43 /706 571 fN.T tOm IRO $0 170.6 1NC 1706 621 "A a" iW traol 6N 170.4 EW fluIN trap LIT 1104-!!L 110A 1131 LRD 661 IRO ISIS ITO An IRW A HIT t7A0 OSALT N0 IR.o No 121.5 110 not Loo Wall 1417 1x0 M S 5MI.IRO 747 tmA 6W IX0 108 110.0 631 /706 10411 040 461 /70A 1116 I= 723 I62S /2m 00.S 770 140.3 12114 060 7W IMI 12110 170.0 TW loci /0.8 00.0 750 NA AM 1x0 750 K N lab IRA HIT A= 612 laol OW Inc 661 1706 fHE 1ra0 IM 1oo.7 1130 Ina Am 1130 1110 iR0 e37 fuel 1110 1700 668 IooA 1120 170.0001 qi 1160 /Rd oof 752 lila 1700 WI m a OOb f7L0 663 7706 Rt Iasi 013 1023 701 1265 916 14's 706 100.? !i6 A= 776 OTA OEs t710 7m M 076 Hie = T32 016 114.4 715 as Ob 1144 713 MA H0 1144 Wb 151.1 MASIA h0 flus 16 em 17 601 1W5 ft 012 91 NA 030 1122 MA" M101.8 602 We- SKI q/ Am MI 670 N? ON 642 00 SLI NO 4TA 00 ql NS on tat 761 7100 OW it0a 707 If" Of 767 1810 124 Ola 770 10.1 014 734 761 00.1 OW 00.0 751 642 807 60.0 707 706 W S 47? T67 70.7 MA Ata 78'1 T62 6W s Ob tOL06 =i Ob 10NS 616 Ota 610 x7 676 ql 6W 436 038 703 SN 30.5 6Y 086 bW Sol 876 023 !W H/-am 67? 'AO OB? of 60.7 40 710. Wb @,i 876 W,2 407 W 70b !06 870 GO lM 721 671 TO US ti FIA 47E ALI 671 ISO RI 444 Wt %A 4" 412 Wt 3U 481 360 871 OA 451' 06 i' 3 671 441 07 220 611 NA Am W. Rb WD 60 4 174 437 RA 4W Q,1' US mt 4W 430 3o bt/ 04 H/ 612 0.0 412 140 SO 47.5 4A 313;SO 426 430 20.0 SO 40.E 426 20.0 6o LLS 4m - .Tu' .Q 40'7 at1 Mi 43.4 4W 45.4 331 372 Of 360 !q 326 M 3" 30 20.4 0.4 721 036 20.0 AN OAS SK A[T ACT 3701 377 716 407 2Li 372 W b 421 took 10./ !be N.1 7m 430 138 T3 114 70.7 W 126 Soo x 06 E 3W 20.E IN 13B 376 20.1 300 216 SN 240 m0 176 Jf0HD Wt 10.7 73E m! 3 280 20.! x} SO A61 NA 3W 3:.1 20 !Lt b3 tA9 2N !0.7 207 ta0 No tat 0.i !b2 337 3<Jf oo 1116 D.1 10 m2 zN 211 zn ue 236 /AA x11 mA m 17.3 29 1" 171 ILL 2A tbA Amb 229 3m 0.2 200 sl3 T2p tai 2W tar 270 tb? 202 Q TABLE Alteho7 TAI4" ANCHOR jCAPACITY ADJUSTMENT FORMULA. r- 2 EO Oi0'htlf EtgOrt4 1m1a-0. Iblw U 70'4062 T MAIL (DP-)X`�CHOACAP=).ANWORCAP_ Bir Eb 11148 Eke 9lr Ffeo 7/1'80 Fid n061M 0124- I12- MIl1�LON CAP•„e..� An0wOOP4BAr0. AnNar77F4 Wrf"U&cm iN'Fke MaoMm ubcm 3rtrEt'AZWf[w w`4"tNcm AmfO't'/ 17uum AWieO'w 6r`fam ft-= mAI," USE THIS FORMULA TO OBTAIN THEANCHOR E401 oIamn4 t4 1. ?•IQ r 2.1w S_w r jxi? r 2-17! -r S-W r 0.43' o06r Ix131' CAPACITY REOUBREW CORRESPONDING TO AN EQAMind t- - tir I 1•W' 134' r NN' LIN' 1.111• Lw ...w Qvr r� IAT 436• 0.W ACTUAL PRESSURE REGURE8IENT FORTHE G4 2 7r Mb QG.l6tvb4ottNgt 0077.52 A b 1Wb dOPb t 4b 2706' 2Wb SNb 1 b �_fb b 4430 Sit" tiW" OPENING.WHEN O IS LOWER THAN THE MULLION- - 4Andps0l.1566 OF/6L«m4lr4sa)10b 6131 -ft '7006 WA WA WA I0. SW WA WA WA WA INA 662" s" Nmb CAPACITY(FROM THE TABLE)O•THE SELECTED tAgJmD3'KrtMLGf(17b3AryktOgf*'p.3 IWtM Too" 6406 i3W" AM. Nob SWIM WA No. 7Nb M. 161HA 0726 IfRq MULLION.IT WILL YIELDA MINIMUM ANCHOR i bpP4o0.q'11h 0.Cf "a.ila•AMp.iFb.1 WA WA WA WA WA Nr. WA WA Apt - WA 1W WA NA ri6b CAPACTTYWHICHMAYBEt75FDTOQUALIFY I NQblF+OPO'p.b% 1Wb Wb t23b 143%6 633" 1116 143" 1776 710" tllb o2W 4pb 006 231311 mOb ADDITIONAL ANCHOR OPTIONS FROM THE AAn0laaOi.fS•A6L QTJF 2110 dWb WA WA WA 1161 1Wb WA WA WA PAt N1b 4gID' 6W 5f ANCHOR CAPACITY TABLE. ., NOTE;FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Qz)CIRCLED VALUES ARE USED IN THE EXWPLE ON SHEET 24. PRDotiCfRBf✓333U2 q cOmOtylgwlW 0»F4i01 FIGURE 1' fl URE T. TABLE NOTES; Amc¢y o 6240 L('E'LLb.03 ♦ ,BSEE$HEETI FOR INSTRUCTIONS ON USING THE TABLESANDSW.ET 25 FOR INFORMATION ON LOADING, y LOOP t+- P plr'IigD'b 2Roa( SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, Ds M 111 ff 21 LINEAR iN7ERPOtATON BEIVtEQi MtLI LENGTHS ANDDROPFNNO WITfTtMStSAiLONABt£FIGURE 3: ' p" 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.21 2,560' 1:'�ICENSg'•.h+i • HOLES TO BE DRED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.7.1 `` = FIGURES SHOW SUGGESTED,APPROKIMATE HOLE LOCATIONS. `31•? N%'.8705 LL ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES.CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOWAND GROUT-FILLED (/�/ f ' CONCRETE BLOCK UNIT(CMV)SHALL CONFORM TO ASTM CSO.WOOD SHALL BE PRESSURSTREATED 01 ^'U L� $ jq FIGUREIL FIGURES FKRURE6: YELLOW SOUTHERN PINE WIT14AN SG OF 0X&ALUMINUMSHAtL BE808.9-T5AND BEA MINIMUM OF.125' '� AIE t7F kf: ♦ IBM 70 BEA MINIMUM GRADE 33 AND.0W'THICK(18 GAUG£)STRUCTURAL STM70SEAT ��'`\•'•F(OR1GP,•:SSS` I.E/LST,125'7MCK AND A30,ALL ANCHORS IN METAL SMALL EXTENDAT LEAST 3SCREWTHREADS BEYOND I'X2Ts'X.65PNULUON C+"...... ���•. ♦ --� TNEMATERMLA'tO5912ANCHORS INTO WODDMAY BE STEEL.t8SS.5.OR410&S. f/I JI 111 i+1111 A LYNN MILLER.P.E. FL P.E.Y 58705 TABLE 5A p M9Bbn 4. a TWIN pp pTt ops"Ing Whim GX1a3aeEteprnif61mA0It)er 1Nt2M{4r 1DIMffktl jj[[R acb wb ren wk, 9014 fwb H94 iWn lack g I " -ft411•1c3.12A' aS LO.sY L=1anD Ww ire6iDu-ft Lmbe1 LOso 1..1v+9 I413ro U-*o Laava t.&vTub6Tyl� If If 1 111111 11 i Iif if 1 111 1 111' 1 11111 u 11 HI 1 1 1111 If 1 if mmz0 4tk 679 /1441 tls i79A rw I70.0 ai +104 170 I70.a bac Imo 99: tm.o IN9 n4o nt tmD w/ /ma fRo Imo eR Ima tue +mo mt IIm llu 1794 ati ISIA +Iw i7PA az1 tlb M IND &4 PDA w0 nao 601 nao 112 Imo ww 170.0 lin it0.0 wl Tmo tan Imo-On tm0 lln Iran = Iw.T t0R nae bac 131 1577 ima bac ilea tur 1700 bacWwsh 747 1749 6w Imo Ne imO wt nao 1010 Im.O w4 1704 H95 IMV M nao DU Imo Tor 170.0 14b nao rb 141J 105 ImA 168 121.6 NN IMA M +DOJ t40 1704 M a Nub 1w1700613 INA ® 1700 691 170.0 110 Mo 714 I1a0 0115 IT" enlettIMneoIlan Imo bac in's Nal Im9 oR IwA 101 IMA tlt wA 14M imp tll 1 mIS3 HM 1665 MY11fa1101141 910 @A Itw WA K0 X3 Ilw INS 906 aU1 11W INA 9w wh 9w 11041 745 159A fOW IAA Oac 17T.9 191p 160.6 w0 1194 1049 141,7 61 100,6 7019 I= Ole 30 1019 136 = 749 2w1 11113 em wA 1w 11aD1wA1W1110.9 Ow /7aD T19 Ata 963 +lla act flUf 10! 1317 761 1042 1tl til4 nq 326112A 716CA 00 1064 757 6U1 0% WS 744 Ste tl5 Dt7 714 nJ "S 017 746 znnOw 159 4R IRA Iw fia9 ew o1D bac 101.1 170 oa3 0w h2 ON TIA Ow wA 709 042 102 700 60 nA qac 722 M 464 IM wA On Oat w1 MY W � �N1a rtl ilu w9 Ito nl RA 618 146 7R /Ai acs 667 nl Iia 410 Oar M' mt me 644 721 014 M 4341 nt w.1 we 31.0 ni T40 w4 3lt M 5L1 6w ^I z a 7117 1014 oe1 134 194 642 et NA qp 732 ON 7041 we 011 q11 704 wT 561 aM 614 850 5ab w4 614 551 421 ON e1.1 641 361 ae4 7ta ale 41a ee4 mo wi wk 86.8 IN4 07.4 4w 140 619 Ra 116 474 Oft 040 40 ALL 914 44A W 36.4 617 4041 4R Rt 414 315 421 RA 614 230 412 216 814 WA we X8 614 SA 143 Q ��3 bb 612 457 672 104 412 452 IIA 310 T.2 40A w0 674 @ 70.4 201 X1 4w IIA 314 R.1 462 302 317 rib W S1 2tl 114 452 241 760 183 4w, 27,1 355 _ X2t7 SA 312 214 341 !t2 301 21.1 367 Sr 3w I" 307 248 2tl 159 357 110 20 134 tl7 163 S7 1+41 fR itA 2w N3tl 143 370 30.1 301 S1 599 314 315 Til 2R 1W 338 413 736 116 330 tlo 2b 144 we teA RO 1241 671 146 277 11D 331 174tw IA N2w 211 29 W 234 Sa 268 ill m tU1 2w t44 2w NA 240 11D Stl 14} 20 itA 277 tU 2W 0.9 2W 1741 121 AJ 26e IPA 92 ~ X ¢ 3 TABLE 58 ANCHOR CAPACITYADJUSTMENT FORMULA r✓ bnerc 1.144 PDebm no.4u1 30i1Coc. - NPm. ctRarAW 4mwam uas (DR-)X(ANCt�C.4P'"•°"}•ANC14ORCAP.. 9to 614.0 wag P1 ena Bac yr ns Hm 179mm 4t3me1 nz 6I1U MUWON A6etwrCEAP6IMI+. �° 0nb'DmNnOm YrEeoWmtm 10.�on Mr Utol9atm VC-1 ADOWNN uA'xm Ant�M acaNM DSE THES FOR61IttATOOBTA/N'T1iE ANCHOR. vp GSlsA1 f• Zw I' 2Vz 2.1R r 1.or P 2->2 . r 64ff i e0• a6r 9.Sr CAPACITY REQUIRED•CORRESPONDING TOAN DePOoOIm IN.* Idr 10lr 147r Y iw• I-vr avr I•vr 1.114• lou z 1.46• /sa ..w1 . ACTUAL PRESSURE REQUIREMENT FOR THE 2 40alsMn oct aoee Ll+9U sap 3wp 45op wab s e2 Rom te9p m WLk ft p wap nm 4ap OPENfNG,WHEN ITTS LOWM THAN THE MULLION 4Artlen411.16•un oalltw®14 42314 TOan ewp Twp WA WA Nu WA 3wp MA WA eDA WA WA M" M. Hale CAPACITY(FROM THE TABLE)OF THE SELECTED 4 OSMRO.C.Iw26Al9e 7 twp rwtl w0m 16wb 1w. W. Owp WA M. raft 4Nb WE 09 M. 11Atl MULLION.IT WILL YIELDA MINIMUM ANCHOR 3NritA04.4SNn DC.JU .pa.t2tTAlra ✓4 WA WA NA WA NA NSA WA NA Id WA WA WA NN WA VAtl CAPACrTYmHc HMAY.BEUSEDTOQUAIWY tARMI flip 467 twft ttlb 27370 M6p e22b ltlrd tOp 177p neb 1e1m 2wb Wtl 1 tl 2Mtl - ,ADDITIONAL ANCHOROPIIONS FROM THE 2Mztm /.1eMAgFlf 2Op 9Ntl kM WA WA WA MIX NA WA WA WA dA Ulm Qp -a ANCHORCAPACITYTABLE- NOTE:FORTHE OFFSET CLIP,USE TIM SATriEANCHOR PATTENN ANDANCHORI AM uES ASTHESTAHOARD CUP• PRODUCTRBY/SED _ mmnrya MW 0PF2d141 FIGURE I: FIGURE TABLE NOTES: M.00P�i B �1G� �.{ 1)SEE SHEET i FOR INSTRUCT"$ON MING T14ETABLESAND S14E'ET 23 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 69 Dy 151111111171 2)LINEAR NTERPtXAT076E7WEEN MULL LENGTHS AN4UROFENiNGWIDTF#ASAUOWASLE. - a12fi• .``pti�.,... FIGURE 3)MULLION ANDMULLIONCUPSLDSHOWN FOLOWNOTTO IMENSIEL FUMTR19WNSE(ACTI)IMENSfO14%WN 5EESHEET821-23. • HOLMTO BE ORB.LEDNTHE FIELD FIXI0WIN0 DGtF173WNAl T7FTaTRN7TfONS SHOWN ON3HEEFS21.2a FIGURES SHOW SUGGESTED,APPROXNATE HOLE LOCATIONS. ��� 144.58785 ANGLE G7F MUST BE USED N PAIRS 4)SUBSTRATES:OONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS.HOLLOW AND GROirr-ILEO .`� . CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C41 WOOD SHALL BE PRESSURE-TREATED -7 -D b FIGURE 4: ftGtRiE& FIGURE B: YELLOW SOUTHERN FINE WRHAN SG OF D.W.ALUMINUM BHASLBE 6063•TSAND SEAMINLMUM OF.t2b' i :• 511A� !L� --�� --� THICK.STEELTHICK STO30.AMPBMUMGRADE3METAL S68•THXC(1DATLEGT3 SCREW READ O BEATBEYOND (I -VFX LLION) :. F F �`.� LEASTTERIAL#10&O2ANCHALLANCHORS TOWOOO MAY BESEEL.tTFJ4DATR410S,SCREW THREADS BEYOND (f•YF MULLwN) :� LOR1O,.• G. THE MA7ERiN..Nf46Ri2ANCHORSMTOWOODMAYSESTEQf88S.S.OR41058 A.LYWNIMVLI.ER,P,E. FL PE358TO5 TABLE BA Maaba Olkplefty T•DN m Op"bil;WkIth Mm)mg7ISM0 waleAt(DrMtIz u*spanln am" Nb Wb Mb mh Wb I NDn I Wb fah 1Wb ibOapAt t1eC4OPtAt 49pTwt IIe<bpw LA ft 74k-ft 13I--*S PL-Vw AU-ft i•"ft L. -V Recripb R1Wnpi4r Th4I7-V ix4x.121 1<A3o intdq 1.91•• 10470 totlm la••• tpOrA tmA+s 1�•a Lusi• LwsN INiiq tmbm L�avO is 640 1O49bQ te•Lt i+•Sc Amll.Ix # 111, 1111111 1_ 1 11 IaI ISI � # 11 1 a a d � dE $ to o � ch Imo M4 1100 4m imo 7" 1MA as ImA mo G00 300 $= on IMA Oa IT" 1110 IAA an imo Im 1ma m1 1704 tlm 1m0 NI INA INA Amb tm 127A 14N Imo W J Nb 1MA 7m SIAS) 021 ROA m6 TMA 4N 110D M FSA 130 TMA IIma mo Ni Imo TING TMA 071 tm3 1393 mo Na 150.1 no 3m4 am 11/J nOS 1714 m6 WJ IWI mo 4m NAZISM Imo 747 IMA W IMA 844 1704 m1 Imo 1040 NDA 191 f70A 110 110 W IMI 1139 1700 Tn 1445 nm 110 7N SIM 12,9 INA M IWA nm Imo IN 074 SIX Ma M Ix Nh 110 7K 130.0 sf2 0704 IN tmo 4N tt4a 0110 R0A Tdi INA ttN tmo HOS 5317 11N 7766 137 nib itm Imo Hs 1021 INN tTGO NI OU ttN 1704 mf TF2 Tim 1019 N4 1- Wb I= am Ima MI lay SCSI Ing 7A Ia. Ian om m 12L1 IW IOU s9 USA INS 1344 NI INA Rot! I= 771 034 ion 1211 m ?IA Iou nal IED 020 INS ml 7N W Wh HMD OW ira4 NS 1312 tat Iai4 tit TNA 3N TNA JM 1134 9Y fH.O Jtl 1060#.. . 718 SAT 012 H{i TN 704 082 ROTI 740 NA I9Q wO.a 1N OO.T 472 1044 TN a 6p Bah NOA N7 Imo TN f"A NT 1110 IN 1161 NI I= iN IWA M 103 IM IIA IN 027 ON Sm2 TIT me NT 90.1 713 N.I 991 NA III o1J M NA III Z ff7� E TIO. I3i0 W /427 TA 0117 W 12IA 7TY 07.4 W HAW M8 NA W IM.< aN 754 am OSA 8W NJ in diA W 153 100 10.0 Nt 720 N2 121 in I2{ mi C7 ] IS lima 7@ 1w 104 s4A Tp SNA Ia NA TN IRO •ca mt FN OOA NO W IM NA 7N INA 011 411 TN 40.0 6W 41] M 610 W 311 lm K4 aQ J N Mb imo 771 SNA 44 MA 721 914 NS MIS 7N 128 NO baa Tai "A aN 140{ t•i EDA 721 mA N1 K6 Tri V.3 STS m2 TN 54] w w TN w NS ZQ Q ,Tt L "`ru pb ND W 714 4m NA W W.7 211 N.7 W a2A !m 911 AO nl IN 310 153 314 an 310 W 321 N7 NA 130 214 113 321 130 !IJ W 347 170 tab N] 174 NJ 477 RA Os N.T +ISD N.4 171 N2 in 318 AA 70'.s !m DIA SOD IRT 1!s 120 SOS 234 tN 161 mb 2120 i1d 231 Tao UA 4M 313 37! N N O MIS 10.3 A) 11.1 US 330 m NA 34 2140 377 NA SM 2m! STI 216 313 III Sal 'dl 3" 220 317 tU 377 IIA 110 NA 9T 11.1 -30 N r t75b 717 317 374 322 30r SSi 154 314 244 341 IIA iii 232 NT 214 3N 204 3m MIS 3n Ri 101 iii SSI nA 2NIMb 403 3m 2" III 240 SN 210 NI 2303N C7 Y( Q 3 INh NA 2n 1 NT it$It. Z TABLE BBa AfthoTCI e T .p ANCHOR CAPACRY ADJU3TMENTFORMA: G,bI 2ICT9a19 3Akon Ile4evtA1U FxNa3v .N.m (D_)x( -ANt:tiORCM.-. v16'Ebo vPn9 01w B-1 v1.9a Ebo mow rnateN bash• N'ULiIONf:M•,.u. MeaorCtlpPAprru A9rffi vseEieoev tem orFim3maot ® vlr 2ptxneo4 tA•t3oaiAnea ��" U, AAS0-41m.51S aaw.W9.aws0) USE THIS FORMtMTOOSTAIN RghNCHOR FA740bbm41ht 1• x.01• I. z•Im I.ar P 244` r• Vr T I.W � r OAP 6N•' -o]N• CAPACITY REQUIRED'CORRESPONDING TO AN e�tlrNNt63 rapt 10401° m. S.U. r I.- I.M. i"iR• 1-w- 1419• I"W r. 1St ran• _t•t,s ACTUAL PRESSUREREQUIREMENT FOR THE iA M10 Mh.614temrbor~cllpttaT3 M6" 3ar P:DI . nob 100 AN. Tab 314. ONb NS. US. 112. OPENING,WHEN iT IS LOWER THAN THE MULLION iat Td Mop mop In. au mop WA /W. wAw WA. cmp �4m. slNd CAPACITYIFROM TFE TASIE)OF THE SFJ.Ec1ED WA MAS WA WA WA wA &A. t w 1Taa Rap MULLION.IT WILL YIEWAMNIMUMANCHOR IAmk14®YMh o.nrlm" Cm" 1Nbb Sa. m0. WA �Wb )N. M. �INtd t M. N4. Itmb CAPACHYWHIGH MAY BEUSED TO QUALIFY D146NgY Cp/p1p.e IIT-" 11101. aMp NIG" NOb 140" WA Ila" Ila" I-. �Nm".. 'MI. nZl" .. .ADDITIONAL ANCHOR OPTIONS FROM THE 14111+91 aAYi•0,nnti3tlr.S40•I2YA493.{ft 73 IW. WA tvA WA IOi WA I8"A AM 1111 Ewe wA WA td^A. taSOp ANCHOR CAPACITY TABSE L4t1X)UCS'g2Y)6E0 3AACMnpl3Ylw nWF;$0t 47 YAp. M. M. MS. INb IIA IN WA 310. IW Now WA Nlb 402p Imp @,rllEing, 4AANx• 1AIPMtnWFift 17107 4md M. WA WA WA WA 3m" WA WA ILA WA WA Bmb Bmw Ita3b Yp�eW. NOTE:FORTHE OFFSET CLIP.WETHE 6AABEAOH2{OR PATTERNANDANC)ORVAWESASTNE STAtiDMOCUP_ -�tow t-- I!o•b2t;l,O A Is IIII-D N /�L) TABLE NOTES: uz FIGURE ti FIGU)1E2 FIGURES: FIGURE I: FIGURE&FIGURED, Mimi • s • s • s • ♦ ♦ 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE 311h Irf ♦ • • SHEETS 24 FOR GENEPAL INSTAIIATXONMETHOOG. 2)LINEAR INTERPOLATION BETWEEN MW.LENGTHS AND,OR OPENING WJ)7HS 3SALIDWASS E4LC6Y3,e'•�FQ�!, r ♦ • s ♦ • s • ♦ • •:it 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EWICT DIMENSIONS,SEE SHEETS 21.23 HOLES 6C)V "AN 144.50'f65 TO BE DR0.LEDINTHE FIELD FOLLOWING DIMENSIONAL REsT;Uc oNS9HOWN ON SHEETS 21.23,FIGURES SHOW = " FIGURE& FIGURE(S: FIGURET: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATEM CONCRETE SHALL CONFORM TOACI 301 SPEWCA710M HOLLOW AND GROUT•F61L-D ���'•. STi.TE �� • • • • r r • r • ♦ p' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM 0-00.WOOD SHAD,BE PRESSURE-TREATED YELLOW F72b' 'r ..FtOInP*.•`,C� SOUTHERN PINE WITH AN SG OF 0,66.ALUMINUM SHALL BE 6063-TE AND BEA MINOALFAOF.129TWCKSTEEL r ••. STUDSTOBE AMINSMUM GRADE 33 AND A45'THICKOSIGAUGEX STRUCTURALSTEEL TO BEAT LEAST.125-TMMCt 0, ANGLE CUP(FIGURES 0&5)MUST BE USED IN PAIRS. AND A30.ALL ANCHORS IMHE O METALSHALL EXTEND AT LEAST 3 SCREW THREADS SEYONDTMATERIAL 010 SS IFIr SIS I /402 ANCHORS INTO WOOD MAY BE STEEL,108 S.S.OR 410 8.9. MULLION A.LYNNE. FL P.E9 S8T0B70 fi TABLE 7A Mlltmn to• TatAa ���� O Fr�Y7kaf t•t6AetY11pat51'rg ltn:Gone}•r nhgNagM{bTtloamrtAtAgtsMry ml>cun) _ r:'p WN all, TON ooN Wh Pooh Imh SIOh AWN 4 Z4 Z.SI11 TWRNV Reou." "SPfty RlstrvY+ Rgnl- 7✓L<f•W4r Dw1r.-O PAnmP4r v m... r T#Ym0 D7'Mr4 K--V r 7-pTS 6 R44Srv{r DRTI.OH � a 70!770,707• iaa•v IA�ita lae•v LNOIV 48.&701I-" 1..." 1-*s 9-ft t-ft 'IA V /amv L-*v 4407000 tot v� LAtfp L-ft L dN Y Ro11bRff 11 J1 if if if 21 if 11111 ifsI R if 1 11 4 11 1 if 11 H 11 1 11 1 h 11 11 1 z 411, 1R0 M 17070 415 I= TM IM Ito IMO ON 1R0 600 Ink m 1700 610 I"A Nle 1704 021 ImA 1040 Imo nl talo "a ITm nl StoolSIX 17070 GI 1mO INS Ink m J 5L Nh 1700 loo imo mo n" 060 IAA ON 80.0 Oa Sm0 Ne imb TSD 1701 oof 170.0 m6 (Aa 877 170.D t{57 itOD t4O 170,0 tIW iR0 ND ITO.o top tTOA ea SNd 2W/ T1oD Rk J t�js o0.Wh talk IN IMO 040 80.0 130 ImA NI talk 1W IRO IN, 17U 1106 1700 043 170.0 INS 1704 70 IAA 14H talk 70 Imo ITO IMO Too took 104• Ink TN Nei NIa 1700 706 R• W NN talk T% 1100 ala talk, 130, I= of INA life IRO 761 Ina Stri in. Om IAA SW M-0 ata 470.0 f6N im0 eN tag iris IAD of tv.1 Im Im0 tli 120.0 Ila Talk Ni . m 6q�j Who IRO M im0 Al 1704 IOW 1700 707 IMA 1740 IRO 070 1m0 1111 1m! 0/s IRO Sm Sam IN took lel• fma tN3 1216 N10 STU IN 1111 0410 17070 1oo1 W2 IW0 MA 1M3 IS) • t0 J Nh How m /m0 716 8070 Sm vok m SRO I= Sm all SRO NN Sm 1036 INS fullImo I= Nfk 1612 fmo /170 HTA 1512 1016 flu Soot 1012 tax Im 001 Sm 1671 tip g -S NF Imo %1 Imo 700 IRO tiW falA ON 80D 1304 iR0 ION INe I'M PAA low tato 1472 INA 1110 ImD Im iM,e 11m I%1 IIn 1171 1101 011 IIm 14tl 1104 105 HN2 104.0 I1N .Z.(A b'' •4t no, imk IOW Imo vs Sm 12al fma iWt 160.0 tom il02 11% 1320 = tui ion 117A tam IAA ION 705E I= R60 1N0 WIS tm 1114 IOM TIA Im efts ims a k I- tt3D ma ((LSI �•,wj alN IalA ISL Slva 047 IN.a it. IWA 1041 1252 It" Iwo Sm 1122 IIN Ix/ %s OtT IW 1153 NI N,a 1104 107.7 ON 74A IIN %8 &M 04.1 it" RI 0TT 661 /104 04.3 Om � y ^i• all, 1555 Six unit oW-Not HIS lark m it" Im =4 M 103,41 RM /f6i nt na Sm 1041 No DOA 1/M !611 SW W1 Im NA We a.3 Sm a1S Nf ell SSM 033 %a � � •"T,. WN foal NI 111.5 Too- Mi SM 013 130 173 oN 611 7M Ws 041 all 712 Mi 604 ell Tn N.D w 01A 604 Ni 041 N] On 04.9 VA 600 ON 3211 W 41.7 in a Q Ot p 6F W.i 732 !id W 711 312 772 6n {Se 'Tai eY1 604 MIT Tit WJ NS NA MZ 61.1 Da 44.0 IQ 4011 914 37.1 '042 110 Wo Stl Toa 360 No VA IQ 31.5 US imN 820 Lee no ON 621 bee 831 631 041 aN 4070 604 311 IN 41.4 610 iaa ee6 fad 40 313 m 342 IN 241 ue x28 of a1 604 mil m 10.8 Soo xt as IS, UA obi 3,U ON 450 P+S 450 410 113 Eta �11: 655 Sia IW 320 MI6 312 m 2lD 600 lti MT 21.0 046 A./ t5T xi 604 242 fN t50 666 221 4q X y Y DOr 468 470 464 437 00.1 Hal NA 410 328 4al m 27.1 414 xS 176 XI IW 220 176 sld 411 150 470 21.1 304 103 404 167 3% 113 M 041 Sat � .X � 3 N HIS, 251 310 x7 31 =0 Ito 021 M 41s 330 330 870 m TABLE 7B r. d 1VO A0t31NC! Tlbk 11 ANCHOR CAPACDYADJUSTMENT FORMULA: slk{ 2n Cm- SN 8100 Gw 1lmDAl PT eiNY (D_)X/ANCHOR CAP.,�„ ANI]IOR CAP.,, '3 M+r 7YP0 NTt260brm we uSukk bYfiEm SIP Eke Sit- tn•Eto Waem SMasFm olt6•Em W'bafl aulhW AS. #0 SW `MUWON CM.ti.� AnoM1CIp PaRam• +.e3cm A11r4, t36aco• ADaiOA'a ara•A3)tS-poi &-tool USETHOS FORMUtATO067A'.NTHE`4NCFtOR EWefYWue W+k 1' 2tTr t• Stn• 11w r t 1• 2•tm • r atm r 0..+P aA' oAR• CAPACITY REQUIRED'CORRESfgNDS:G 3,O Ay Fm,•er4Nt.tan• ta4• /arr tan• r 1-ue 41w a1n• t•krI •i7r t-vr 2 1•YP ta'P +rtW ACTUAL PRESSURE REQUIREMENT FOR THE IAOCAn4 000.10 a0R•OOOyt t-3008. 3Wb 4Wb NOm 1 m 1108. 210Th N`w 1 b 3110, W. •teb -Ntb 4428. N6m OPENING.WHEN IT l3 LOWER THUyJ THE(•t= ' iAANtatO2aP MYS 0.a/61xWa(006-0CIA WSt iWm Bob No. 1040104 Inb wk, ONb wk, eNb WA Nob wk, 0436 mib 1u0b CAPACITY(FROM THE TABLE)OF THESEL-CIE'� . aAOWo-0OLSPNF0.0.f (rklM}QDW,4t 0608. 140000 0445 WA 1070 546 TW of WA WA W WA wk, foolt0l Iamb 32tob WILSON.IT WILL YIELD AMRIMU)AANCOR .iAOtNn®r6h O.af03.5Npt4ye1010 of Sol. INb -, 15001b, low. 6Wb 6WT• WA' IWb T40b mm tm u CA W. Wb 11108. PACGYWHICH MAYBE USEDTOGUAL1FY e Ai•Ore8 rNA 0. foo AeGYnw7Wv.R 117014 11mb lamb 2uob Sm hob Nob. WA 1104Th Bab 1Ybb 7eNna eoab Im. 1WOb ADDITIONAL ANCHOR OPTIONS FROM THE I JAITtm OAY iMr.acltiClb.3to.12SA3m.Wp TK wk, WA WA WA WA WA WA WA WA WA MA 361 ISA NA Mr. ANCHORCAPA.CRYTAINE. . 2A0<Nn®lm•Mh.a. Wv,et 3'608. Mm! >Wp mem 1108. IW M" WA Giem wk, NOb 1LA mi" Nim 6Wm PRODUCT nvtsu0 1M1'An ttY4lYL0.0If{ppW10.% IBDb TWb WA WA 3Wb WA WA WA WA WA onb e66b 18Db PutYilgNf0N0R01H6! NDTE;FOR THE OFFSET CLIP.USE 7FiE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THESTANDARD CLIP. '.Baa iss44 )- , A�paa6aN5l6-m2)g 0.3 nma 2D21 TABLENOTFS: FIGURE(: FIGURE2: FIGURES: FIGURE4: FIGURE@ FIGURES: 118EE SHEET I FOR INSTRUCTIONS ON USING THETABLES AND SHEET25 FOR INFORMATION M�ImI bda F40•M ��• • • : : • 11.0 OLINEAR G.SEEINTERP LATIONHEETS BE FOR WEENM LL LENSTHSATION NDIORO lEOIN 2)IINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDX)R OPENING WmTHBEAILOWABIP• 3)MUWON AND MIALiON CLIPS SHOWN ARE 040770 SCALE FOR EXACT DIMENSIONS,SEE 4 _V�r ••,3Y'�, SHEETS 21.23.HOLES TO BE ORILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4,000' Nk.50705 SHOWN ON SHEETS 2543.FIGURES SHOW SUGGESTED.APPROXIMATE HOLELOCAT10N3. = r•:• FIGURE Sc FIGURES: FIGURE 7: • r • • • ♦ • • t GI00 �, '�-t5j•�•• XyO f T(Ty�I' �n6'• "z SHALL CONONS.HO GROUT-FILLED CONCRETE BLOAL (CMU) C-910.WOOD SHALL BE tuz PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,65.ALUMINUM SHALL BE ( * 6063JSAND BEA MINIMUM OF.126"THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND A49 375• .376• �l` '•MORtD,,. y('y,. THICK(18 GAUGES STRUCTURAL STEELTO BEAT LEAST.12sTNiCK AND A3S,A1L ANCHORS - T •+SStQ( L�` ANGLE CLIP(FIGURES 648)MAST BE USED 24 PAIRS INTO METAL SHALL EXTEND AT LEAST 3 SC4EW THREADS BEYOND THE MATERIAL.11106012 1'X 4•X370.1 f•XPX3?51 j� {5•�� ANCHORS INTO WOOD MAY BE STEEL,1$B S.S.OR 410 SS, T•NULIAN MULUON AfL4lNNIMILLEIA•P.E. FL P.E.S6S705 rA(3Le Ba x Nuf2Dn Cs aq TsbN I P6r -Rapp) �SANtsb 70b SINmN 1mb Imb IHb tab !2A'X Pwbnrlr rkP'ffap tuiarNfr AaplatrF Oterp4r tlNYraep R.eVoWr nNm.rq lbNrlpte TrprlM.� N-v", Tift"Inrp P.O.W. Tura... W-0. npnmp. Neartrw � 7.166.3 U IwSv t."-v b"M IDtd<p UNIV LDetl I-" GO8n9 twdN L-ftL-ft L-ft twat I-" I.** fool; I"" � . Ill Is I I I h 11a 11 if I II if .� HiiIIif 111 1 1111111 if 1111' 7111111 111 if H 11 11 1111 n 11 if 11 -11 o lab 1740 030 1740 4M MA IS 1ND 4n 1730 Sts 170.0 700 MA 991 170.0 oil VISA 1110 170.4 631 MA Ip0 I7" An IrDA HH I= at INA Dat INA an 161.0 1700 170.0 7n 0 w tsb Dot 7m NOS m4 Imo tm Im BH MA 1u i'to 010 fraa ttm tla8 of 170.0 1270 SNA m 1708 1417 1740 000 IN.0 tae IAD tsS 132: DH DSA MO i14t 1 1740 Om NIDbN D0.0 7C INA ON MAIam DOD m1 1MA 1u0 MA 670 fM0 tits IrOD Ila 1700 felt 1rA 74r tmA 14H 1708 To Ina Iw MA Na 1103 1Ha I= IN ia4 tits in. no N mb tA0 7W fIDA 013 170-0 am 1740 On li6A iiia Imo 104 1700 196 i70.i tat tan 1740 ur 1461 1tt6 /7o.p 878 D21 ON INTI of tpd 133 tt6D 001 Ii.T lA tND at m ((DD O ON 130.0 Ila 110.0 701 110-0 Ills /A.0 TD is" 1100 170.0 aR 13" lime INA ON /9A DM D4a HI 1113 Ms INA oaf ozl Ifm 140 m3 7IA tin 1Ha Am mA Itm 14t,1 go SIN IMO Am MA 746 Mf Ams 1743 ON 137.3 tot 103.9 0C 1241 tot I IgzAJ aH far,, ftsf IY.3 IS a1 lost Dm2 W at tot 1140 073 mJ tin lot m ma tot Ina an • � d {, W N,IM-1 of INS IN tail 167 151A Om 1141 W 1344 Im 1044 mT In iD WA 167 INA 7D l3A ts7 toad IN 9A OD 1a0 no 61.7 ON W 70 .75$ UN DDT mi 1377 m0 ta7.3 W114? ON 044 ON INA tint a4 BN 91A HO 713 Ni SLI WD oto 104 749 M7 ma lSt TU W KA m4 [W a7A 102 W ft. 6r3 = 7370 100.4 733 IRA W 702 131 92 010 TO] Tat as 100 044 Td h12 am 60,1 T9 70.3 700 647 721 m0 6ts 4" 1a mA Oro 341 M Oar M L2 733 702 WI Z 701. 102 Of INA Om Ii.i ma w Vim 1z3 as 706 DA a3 Om M am 372 as "a ma as Its at Am 4z2 tts MA 60 332 000 OVA W $1.0 6m 647 OW � m •• w IN ml 316 IIA 407 mA 515 all Nl 47.1 510 341 Ml 4t2 510 H2 Ht 346 613 HJ Ia 33D 616 DA 412 173 010 Sat 413 210 310 303 4m as 310 241 404II��a..•• X j m d_ tsN ODA 41 ISA 4u 163 4ts 47.1 D7 M0 453 04 30 332 453 31A 30 MS 03 730 M 92 4m 334 $74 9J its 240 30 NA 463 213 ma tt.0 W 729 300 N W�G�p Oma' tub 341 Sts 30.0 331 aIJ 336 aL aD 27.2 3m aa.1 SI3 2L 330 133 7u ni jmw3w N.I 3m Ia0 3m 1w ua'Dib 3a0 314 346 306 39.1 ii0 at 3St Kt Sat Mf 29r ED 313 232 203 f96 t4.) 743 J'C11970 9A 7O0 a7 201 332 210 390 170 foo S90 900 00 DA a1D 1 *1 Mat tHN 141 271 t43 its Q z TABLE 89 ANgrorc. . ANCHOR CAPACITY AD1USTIAENT FORMULA: a Ix 31Agm Rne - Smfml. N-- axa0bu Of woluaN (D-)X JANCHOR CM.,,,,o,\sANCMNOR CAA,e Yt3'ace ""Sax Ylr.o Vf Ba Dia s»Bier C2%fN MAW MULLION CM.w.,�. AlltharCOpPOU.. AndaTNp aremauagm wf7coiratm Umtm YFs 6xouNgm 'vs4aeD92zm ""e4Nr Udae AO1eG.a stswtm}3tp.taa} aaaNs) USE TIES FORMULATOOBTAN THE f,NCHOR AbprptWrA r 2-irr r aur blm• r a9r V, I 2470' I z 6tIS r 9,H• oW Si+4• CAPACf7YRSQUIRED`CORRESPONDINOTOAN tet Ossa tam tare iso• 1S4` 7 •1-170• 1-ur t.vr t W tui' f.tm 2 413• 1st trbt ACTUAL PRESSURE REOUiREIMENTFOR THE 2Agfips 47d ..19YNrOrONHmma 1 1. 30. 49d Bm" t6Np 2pb SAN 354. 740 D4" M. 0.6a utm 4Rb m0" OPENiNG,wHE7V RtS LOWER TF1AN i}1E MUl3.tON 4Arcdn®1.10•Yh O.0/01r,O,ID p4t1} OVA 2I 4tsd 3mb NP Wh: IYA NN 300d wU IW NA WA WA m7d atsb 1135" t1APACITY(FROMTNETA@LE)OF THE SdEC7ED 4ArgMsO7tth AArG125AtpNcwlDy rmd M. Amb ted tam- •aHd 6md Nh 7mla Ned Omb taMb WIm atsb MULt7ON.I,T Wtt1 Y1B.DANtNtMUM ANCfaOR lMton AATYh O.GIU�.lw0.1�Ad3Po47 NIA NN M4 lltt NU iLLt W Not I9A WA WA !W WA WA uK" CA.AORL'w1EON M/1Y BE D$®TO OUAtIFY tAnMl Oq ttsb its" 7254 HOd Dad 'vd .fed tDm aNd fwd a37n 4r5" 170m Ind 9Sb ADDR70NALANCMtOR OPTIONS FROM THE 3IY<M tt6'MnttC1F ZCd 3md Uta WA NA WA Amb NM WA JIM WA - St. Ott" 'omb ANCIIOR'CAPACITYTABLE NOTE'FOR TfPRODUCT R8YI3g OFFSET CLIP,USE 1HE SAME ANC2IOR PATTERN qND ANCatOR VALUES 4571E STANDARD PCT SVIVIED8D FIGURE is FIGURE }...1,25d•_..} P--w1(o••C711L[ .TABLE NOTES: 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR iNFORWT;GN it B7 mn ON LOAOWG.SEE SHEETS 24 FOR GENERAL WSTAL1A710NMETFDOS. - I MunN 7036 i 111111))! FIGURES; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOMROPENNG WIDTHS TSALLOWABLE. ;11 Dt1��..:\•M/��' ANGLE 3)Ml7WON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTDIMENSIONS,SEE 8.108' `:,y'l?.•Vf„EN.4S•'•.Fq/// . P MUST SHEETS 21-ZA HOLES TO BE pRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS .7. •'•.3,1% REUSED SHOWN ON SHEETS 21-x4 Ft USES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS -� Na.00705 .. WPte' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPWFIWONS.HOLLOW AND Lt y/ •'p aY FIGURES: FIGURE& FIGURE& .GROUT+TLLED CQNCRE'TE@LOCUS UND([MU)S7Wl CONFORM TO ASTM CAO.WOdD SHALL �••.�I D L,G-:•lll: BEPRESSURETREATEDYE7.LOW S0t77HERN PWEWiTH AN SO OF 0.36.AttM@iUMTi1Wt0E F l.}.. EO ytt: 6063.75AID BEA MINIMUM OF.I2T THWX STEEL STUDS TO SEA MWIMUM OME33ANd 125•x9.188'X1B6`Awxt.lON �.fi{`''•.�YOR!OP:' Y�': s A46'THICK(18 GAUGE}.SIRU6T41AAL 57FE1.T0 BE AT l.EA5T.12S THX2(ANd A36.ALL ANCHORS INTO METAL SFiALtEXTENDAT LEA5T3SCREW 7t0TEAd0 @EYtX3UT71E MA7HSA1, If-1t4•VFMASiOFO Af0 6 p12 ANCH0I491NT0 WOOD MAYBE STEEL,188 SS OR 41055. A.L'rMN K11LI��2,PE FL P"68705 TABLE 9A x � eAanatcl o TLa.MW) OpinhtiWidth D2rwMctlMtASMN Minn w Colonin,HelOM(brholnwy.A.faaamaon) L, C wF bob nh who Ilk two twh iwb Iwb �$•( I=xLGstf Mr TtF1RlNt RtttttVtn T-wM-- Rttttfpr /lp'r4F¢I R.I-- Thyr6.rs R...4. 1.0t'- honor vwlaw, ft. —.A. IupYlrq R.td Taaprp. Attlt a6ltr TapiJmp. Tta .401) tali I ""v —v Lttfi L"ti Laafi trtMo teMYi L--M taaa L-ft in" taut fast 1—ft I woty Lamy aoat Alu-T.b. 11 fill,1 11 1 11 1 11 1 1? 1 1., 1 h It fill ab mo w INA m Imo IN Ilia In Uma to tma Tal pap pit I= 69 IMO Itn ti0.9 6n rata ftp Ila. t36 1aa Ille Im0 w+ lona nil 110.0 an nJ llu 17p.a all O F on fna no tm.S W tma ew fma aJ twA an Imo 6w taT M 4mQ as t%1 on Uma Qt ". pre RLp aw wA ue Tmp m tls pre R{A aw w m 0" Am �L %anh Z. nr 110.0 rm 1160 Sn Ima wl 1%T w/ Imo w lat.p w IW /% III.f Iw tlnl m tnA wr lms ew O.S wr tw st ml Sar 13" an ptp 027 las Oe Z aF tT4D Iu fms to ftM tp ima an f%6 Sso teM m +ta{ 1H tIM ea fpU an tun pp t2l %p 1%e as nA a tme ea 4! An pts mx u.0 en USS m E y wb ra.t rN rata W 11U 1. +wA m -3 w tpA tot ni Ta luA an IM In nLo as nA us bas m %T w m m 616 rw tlA m IU 140 as an !n ab 1mr tp t.h em wad w 1111 an eM tp, 1%J m "A. 41110A1- W STT at w1 eU 6" ala as Man nA an N3 BIT w m w s" ml An m j ab ILIA .111t1.1 ala KT wt wA ap mS ... — 6w 674 W rU aw a s err me al 63t 4tl %T JIp NA ep w 44 %J alt .7w Jill ap di] mb a.1 mo ar•t m at wt rla NO .2 a'. — lar SIA 8151—I- N.1 0" a1 m IIA al 50., 116 as 61e Na to ma n1 — Jp x6A Nt IM An /eF mA in W ape w Ja ab Sha aaA u aa lv aw N.1 40 a4 is %1 m a3 Nt nY i6i aA sn ant an %a %r na Jn w >G tit m w m _J nF %t 111 nap W bU Nr w.r an ne NI spA wi 10.1 4411-1m ras NI ILI in aM NI %T au w.! IN %p w wA NI w.l se m1 Nt w 366 LLi wF ai ast Ju Its2a. iw wa x% ani aaT )Za %t 2eb wa au m 1st on ani arS au 3a %i InI'llis 263 !a 161 m LLS on iii 3p W no Ja � wb as %I n{ m tat nl wa w 2M avt ml 1w SIA nl tan w ILa no 2fA eN pA nt ss t/f tan nl ml mt 12.t nl f$* m O p tab aA xw m.t ia6 141 iia n.l 3n pA tw tns ,wt ILJ na fba Tn m b mt 1G tLf m uv an pA la w m to p+ taf an w 1m rn uxi twh p1 iw tea im LLt tw nA tw N N lf/ _ X Y a z w E BB AM. C.mVitTabbilbil ANCHOR CAPACITY ADJUSTMENTFORMULA: antaa:ut. na Jac. Inn,pw itmJ2N .vriwpa tWl (pp)X ANCHOR GIP.,,,.�.1 ANCHOR CAP.., lAIC Etp iMetlfaa rfrflra Vr t6 wee eto w3N wi abtl Ine1M - �MUWCN CAP.��/ Aprh. srtrfEaau4.. weoftwm m[botanem QCELaVfrtm USE THIS FORMULA TOOBTAIN 7HE'ANGTOR MpholCOPPmimi aw.rm AmfiiW Lpaeps AppeaW atmsRs7 tls;tc07m va.Imr aAflnJavp oak .r svr r arm svr r zvr I t• I tw I r Isur r .'aJr. .oa6• 0.621• CAPACITY REQUIRED"CORRESPONDING TO AN t 5w,,ont .tyr ws• Tse fsk• r t•tR• +a4• rare rare t--or t•vr r -+Sa•. fai• Frtit ACTUAL PRESSURE REQUIREMENT FOR THE I.Ts• acrvamoawrlcpliun iwr r Iwa woe 1Wb zmrM-A --- war 6Nb nab .ate .Jar awe OPENING,WHEN it IS LOWER THAN THE MULLION IMr1m OLf6•aht o.a Towamgrimeooblro.it-Iwb wr wA f1A —WA tw wA Nu wA' a1b enr +too. CAPACtTY(FROM THE TABLE)OF THE SELECTED IAarp3QrNb.at:t Qrxs3Apbgrttr43i Twr ,iwr awb +6wr ilpab Scor wr awn-. Lane rA2b aar roar MULLION.IT WILL YEH.DAMINONUM ANCHOR aacratooa•Nn.a.arvOp bm.al•Aunlrpa-; wA WA wA WA wA wA wA wA- wA .wA •tw pxrCAPACNYWHION MAYBE USEDTOOIYLLIFYtnb +wb mr Nab nib fur iNb211 b: Nir •npb �n+r nob- ADDITIONAL ANCHOR OPTIONS FROM THE 2Ancfas fp•NT.0.ctFSp xMb 1Wb wA wA wA mt wA FW 'Nie Jams nor ANCHOR CAPACITYTAOLE. PRUOOCTRhvvils) - - eon�gNnl tHth tfio PWrNt ' FIGURE• FIGU E2: TABLE NOTES: - 3bb'- Aama7N�OXta•Q� • • • BxP4w DFb A104� "SEESHEETIFORINSTRUf:TiONSONUSWGTNETABLESANDHE SUUFMWFDRM MfI D7 ON LOADING.SEE SHEETS 2.4 FOR GENERAL WSTAL ATION METHOD& it a U 21 LINEAR INTERPOLATION BETWEEN MULL LEHtflTHSANLNOR OPENING WIDTHS IS ALLOWABLE �aL LYNN ANGLE S}MUWONAND MLLUONCLIPS DRLSHOWN HENOT TO SOME DFOLLOWINGDIMENSIONALRESTRI,SEE '". „k'�t:•'y}C£Nsae••.EP CLIP MUST SHEETS 21.23.HOLE574 BE ORo'.LFA W 7FtE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' REUSED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. x••12`. Na:8T0S N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 701 SPECIFICATION&HOLLOW AND - ~ Fi0UAE4: FIGURES: FIGURE& OROURflLLED CONCRETE BLOCK Xi {CIAU)SMI CONFORM TO ASTM C-0O.WOOD SHALL eE PRESSURE-7RFATETZ-0 SOUTHERN FINE BE 655.lfr.LxWNIAlt SHALL eE �•A S5A11 0003•TS AND BEAL�04 ST OF UCTURAL STEESTEEL B ATLE S BEAMWCK AND A(l.ALL d � :U„(. '• a•. N,' `. A CTHICKORSI T(METAL SHALL STRUCTURAL LE 7O BEATEW THREADS 1 ADSBEYONd A7&ALL TnmO. r"7 ANCHORSiN HORSIL31t�tIODMA BE STEEL."8,8.OR410 OS HEYONDTHEMATEWAt- t�'X��xW � 210 S 212 ANCHORS INTO WOOD MAY BE STEEL.1888.S.OR410 8.9. A LYNN NI1LLEk,P.E. FL P.E.i SSTDS TABLE 10A etuRaeaw.r+bToole V44Male gal. IIF BOM of NOM 1206, tal, Nob4259329 P--'4 T*w- --It v Tnpff6+L fSW3el/ar TaPTt01 IMApI I.Yrta1 --PA. ?wMo,A f om,ti ToPrr,A III, v II rias. R¢CNtt3r T-Ta% INSipj- TWM.1.A.AIA L�e6 tr. trOV uAv to ft Le'fn1 Uft LNd* LNiV L-ft LNM1 LIN1p tala-ftIala ¢wdb¢ tabil Lala laminsSol- a i% is i,I a &I oil! ig� �I a s �Y € �1 �. ff i ga 3 If 1 a €a ° aN In$ a0 InIT ID Imo IN 17th /N 1701 eN 1m1 NI IT" 6a ml us like 1116 IT" al 120.1 1No not al 1T" Na fm0 al 170.1 NN im0 al Imo Mal SUIT SH J 241. /20.0 la IMA Am 170a a0 Ira0 la Vol m iml aI Imp ISO Imo at nal IN& mt tet iml NN not SO imt ITa mo m NIS tm Im/ al Nlt tt3 in. Ot J 60-1,/10.0 TO Imi Not 1200 ai 170.1 al SUIT olio 1701 N¢ It" Ills 111-0 7A DLO la¢ STU 167 to.0 NM fiko TN JM 1Ta IRO M DU 1D7 U&N 766 IDS 1M Imo m ain 011 IN ml at Imo of mo N/ ml do ml 1. IT" un im.0w mo NN Imit to IT0.6 1M 11.0 La tdta tM me at Tom'SUI tml aI 124.3 SM mo III m g- p aln 200 115 mA 111 1TL0 $0a l mt IDA 160 1709 oo ml 1411 240.0 924 ism 1611 I1t/ SN IISl 1611 ml toll IAA rift Mo 20/1 1436'"m m1 Not IS.. Nn 120.0 1.0 2 m6, 200 Sim, SUIT IN IM. Its i7U at mA ffi Imo,a0 idiot 1720 NIA NN 033 tm IRA NN U6.3 WS IN9 IOU INS DH Mo ND Mo 010 IM Iwo IU lm tai NO ale tag at 1mA To Not Ila Imo tN 131A VN IT" INT 1162 1241 INA ND MI Mo IN.1 1000 loll ITN nt1 249 m Im ffie 111 Hl all 180 ilk w, No. SUIT m J To, QUA IN, mA W 1311 5241 tat tit 1" NN Int tit Mo ION mi 1a W INS 111? m a1 1041 t!?Y LN W 246} SL3 111 611 5048 lt2 to f1A ION lt.i 120 � J y aN 2427 NI WS m 11U al a" IN tell of 1112 mf 102 241 mo 1D IU of ILT Ia HA a1 aE NI 6LA NI DA. No 611 al Ila ID al of 71.3 111 ��Td � 2 Nb tIIt L6t IDA JN 1160 La tNt Ja xi at /411 TO 726 Ilio 114 7a TSl *a Eli TO at IN 1S3 TV 1L6 Ia 70.' 7W or" Ta 619 mf 411 La a1 sm U. 16l 111 N? a6 Its al TU ¢a HA DI 60 616 61T at 247 624 tT.1 UI Nl 624 110 T Nl NI SSL Ut 24.1 iH A.1 tH 31? al AA a1 7/4Rio b �( ab SUI SN DA w S. 6N tG 6o NA m t3S N3 U3 6o tI6 601 3!1 61 520 Sa 36.a 6a 3*4 to 83 sm W 4" of to 314 241 721- 6a 'AAIsm Q # L� taF 111 6a NA al LII 246 a1 IN NE Nt H.f l06 bel aN 121 624 UA 166 aE 124 N.I IN H.I m 70.7 624 86 o1 /7A 6a Ill lIS IU MN iL,6 770 N$ itiM 6¢A Ni Nl 311 W Ni 112 TN g.' Nf 141 Dl WIN 112 30 7AA Nf 112 376 of NI H9 Al Al 241 HA 30 ISA NT ,tU 1N N3 at ITA 161 fn rj I.Y IAF N] S7t al 311 ]61 DI N-0 TI9 111 111 1LI SN 81 la 81 >e ml I1L 11.1 to Nt Dt IL6 Dt tit ]N 241 IN X 11e6, Hl 124 11t TN UA 3a /7A tN 151 ; tU AISIT F a a 0. 5z TABLE 908 1pret6NN T Al ANCHORCAPAOT7YADJUSTMEWFORMU A: Akt - ANQ¢ORC:M.,,.�, "1 9AtIM6 271 lbBt 3NGmt. IIa01 oN11 Tue0FA76 PTW Mq'J ( rfr TAo oras 6rtrEto venflIo IDf)lal --aw tust.. (�)X`MULUONCAP.,a,v,)�ANCHORCAP.e AxBr In''atremtrvm urBeomtzm 31rOc0uam vraoLtRat A171 teem A11IOAr,1-2V/6)Lav T1rml(Wl USE n FORMULA TO OBTAIN THE A%%MR ;I MMmC�Petaml pmtm T9p ONnce r &vr r YVr 'sur r b7fr r 14rr r ST. 7 om w oAlr CAPACITY RE000SE0'CO ONDINGTOAN Emaarm,t tsr fsrr wt• txr z nor 7.vt utN• I we• I "A. .uvr r taa. lar NMS ACTUAL PRESSURE REQUIREMENT FOR THE . S UrtN1 O.C.I61pAt6 roaelep 6,11 NoOT w b 1104 61020 1SM6 906 ?00b b lab w46 No,so Ned lb lab -0 OPENING,WHEN IT S LOWER THAN THE MULLION - tAttM1 1,1Y MF O.G ItIa®mOSOM)Gg11p Nod Tab NN WA WA 244 1206 WA 1 NN WA WA, IAS6 M. 11T3b CAPACITY(FROM THE TABLE)OF THE SELECTED tANmn GaIAA O.Gl ROl01A�T}GPII $ Tad IAb alb f0mb Loeb Gab 6206 Ntl Md Tap BA so -tN1d a36 tMb dAb MiA,S1CIN,ITWILL Yi6.OAMNtMUMANC3IDR LAIerm NO3PNtt O.GfY tt0.111PAAR I11\ 1(01 NN IFA Nn¢ WA WA NM WA NN' WA raA NN WA a6b GMA(:RY WHICH MAY BE USED TO QUALIFY fANOY) tob lab T66 NSb 686 SNb tOb fnm 'JO La IUd Mad tmd 1206 ]lIb Tmb ' ?ANRa l.t8 N60.CIF NRb Stl•b NM WA NIA NTA Nod IW }4i NG WA !cA .1 tab ND6- ADDITIONAL ANCHOR ONS FROM 7F� . ANCHOR CMACITYTAeiABLE..E. TiR0bUCTR5Y13BD., ` pl' dlh AIp FWIAf1 FIGURE I: FlGU E2 ewq y 16�b21$,6'j TABLE NOTES 1150` E.rlim DMo pQ,p'j) • • • • t)SEE SHEET Y FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFOlAUTION BY • • ON LOADNM SEE SHEETS 2.4 FOR GENERAL NSTALLATIMN METHODS. � M rmduct 111111111 FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENING WIDTHS ISAL1OWABLE ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARENOTTO•SC`d1E.FOR EXACTUA(ENSIONS.SEE yam. A�:•'�ICEmsF'••;e{> CLIP MUST SHEETS21.23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS . • • • • BE USED SHOWN ON SHEETS 21.23.FIGURES BROW SUGGESTED.APPROXItl4TE HOLE LOGATKXa No.53%CS N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1341 SPECIFICATIONS.HOLLOW AND 'C ^ GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CSS.WOOD SHALL ='CS'•�• = FIGURE 4; flt7URE5: FiOUREG �-,/A 41.. BE PRESSURE-TREATED YELLOW SOUTHERNPWEWRND11Sfl t7FS,$5,A1.LWWIAASHML BE '�P ••1S: h'{'t`_ - • W03-TGANDBEAMNUUM OF.10(r THICK STEL STUDS TO BE AMNWUM GRADE 33AND - -L '�Ct;•..�•[OR1D! q�+�� 0Ib'THKK(19 OAUGq,STRUCTURALSTEM TO SEAT LEASTA25-THICKANDA•IB,ALL ��1,++^•.....• \t i • ANCHORS INTO METAL SHALL MCMND ATLEAST 3SCREW THREADS BEYOND THE MATERIAL 115X32VXAar AID 6012 ANCHORS INTO WOOD MAYBE STEEL.I"S,S.OR410 S.S. MIALION "Al LLk P.E. FL P.£.468706 TABLE 11A r MUBtrA Idp''hN10a+R') R,�,�N OpN6q WdtlIL7Dr\anlbfycp%NittmWam)Dr0➢Inkg HolghtPG'hDM1mt�MMlpan2N-Whom) mY 441, mY nb !Oh iDpi fmk t4Db 160h Rig09+db TANnnt RVcbdpA TbMmat IbVbFlr T,7:4. R101aa011 Twit- R41Yn141 --fdAp, RaGDy�4v TeDVabA. ftdml Tpmx+4 RNA®FAT TwToddt stdl.Vov 1twit.0 �:; Sx..� trd•N b Vbt EA&V LAA-9 Iallft hell. IlN7 L-ft 1-ftwAbA L-ke Lc bl, LD96t UdOks 1A-`A I-"" L-" Low]. Y 12 Tub° gyg § Ea c7g8}g � & jg7at $ a € afi 4/Y nt11 m ImA 40. i.D 744 INA1N Hot v t"A mi 'mm IVAA 6s Va0 I 1111 'm 611 INA Im VIA 411 if" Hot MA Wt tmo Ins Imo VI mo Im MA 4H OJ dol. 10.0 7q ms 611 Halt %o im.0 !M mA m it" at in0 it9 ImA 4f If. 146 Imo an tot IHr a" ➢➢ Ino( Vm mA tm ADD in) taft - im0 =I mA w ..l small Iris T// lm 30 /N1 as 1m0 611 MA I" n0A 4t 1mA 1f% ma II] mo 1116 im 717 TNA HN IN4 Tit INS 1111 VIDA /6i lit. 1092 mA no fm0 "" INA Thi � lY N AM INA 7i7 NIDA in NuA m im11 sm 'm� nN V4t at mA 146 Int, Im flat SIH 1760 trt at 1991 UO3 m Imo iiV I- %/ m.t 2211 mt Ki %11.2 Zip mA Kt m Mh INA w !NA NI 'm = Imo in MA .3 IN.* WI Imo l0)/ INA w IT" 104 Im.O 191 INJ U71 sloA VAN no 2. Im 100 NIS 441 Imo U. INA ftp 1104 told AIN imo %D INA To IIIA 4'a 170.0 tai INS fax trDJ N0 a" Nffi IM tom VDA fill nas Vn im Ads /702 VVt '614 no imo tiro Ads -4 I744 'Vi IVT no mA Ifo ([L}) =11 6410. Imo IN TNA In 11011 1141 1mA 14 tl1A W Iml 1002 TNA 164 1N-0 1061 VOA ttb] TNA 11% inJ 1911 IIaO nip 1110 n% Ul0 tDi D2f 1Nt Imo V4i 14.2 1K6 mA 1201 Z nil IM IOW INA m 1100 VN FAA 100 im.4 11! Im Inl mA Vm mJ i2a N4.t int into Os '12 Int %U Lots list UJI lots IDM N,1 U34 Had V12 w IDs 1101 1ffi { Nh 1101 IV2 TNA 4T tm0 Im ImD tiro WJ Li4 npA IN! 1nA T4s 16" 12% AL1 1%i 1611 064 IVJ 194 mil tai 113 Its Vtl Ind MJ 1666 14] iza nt 1%i Vf1 sR Z Nd. tN0 It" VOA w Imo tnr INA lis 166J ffn IDU 0. 116.1 fIn H2A tnl Vu 1Vt 199.1 VR 110,-1 bn Vit I'll m Un 1ms ism N.! Nn 141 Im KS 'on VIA) IW V L V 1pY N1.0 Ism tWb 9s 1fU 114 IDA two roll 1110 imJ %f 20,1 1110 fU Sy IU 1110 s73 Y2J 1Li itiD %.T 114 dti Ali/ ]t] 691 41 TIM its iN Itt 1110 ft] w KID if" IN 1N] m 971 076 N13 I6s Il,i In n] N2 w 176 mb m 6N N6 711 IU Gd 076 NA n7 n.1 IN UA 12! dlJ !1S 6!] no %{ V6 h] nl F x Z � Ind. 11 n1 M-0 26 Ns nt 703 I% 41 In /t] 611 61A In K2 w 10.1 n1 410 65C 1L1 in WS off 113 ni M W NA 7n ]60 iii 7ST JIf 72A AM • N .! YO r slid. 1111 n0 f7J as U1 n0 %.D 410 K.1 >D 6U MI VA IM uJ 6]I of n1 /6J 0.4 )L0 7N 11.1 w If1 116 xt NI 4A J10 lU 4! 21J n0 NS 611 - N lq [T md. no 422 IIA - 4" ad 611 iK IL 6N 4U 02 43 w 141 w 332 IN 223 44 w. W VIA 611 a1 421 V.7 W 21A W NA 10.11 >u W 223 lot F%47 M7 ai lti 100 tt4 U) NI 1% WJ ID a6A 7N 211 631 4A >ffi It] 111 NA NI V] 14 TABLE f t8a ' Z O vJ Am.c-erc."Wlr TIRN Dt) ANCHOR CAPACITY ADJUSTMENTFORMULA: gVE -blab. -Nam aboCvc xa0eau Tm cuu KWAA I dods jANCHDR CAP.,,�•y,\ -J Bireco urea Ea Blr f2a-r 0.9 Fk0 Oro6i! n3abel k91N }X MUWON G4P.,.,,,•, nANt•.FICRCAP"' _ A-cherCi➢PttMm1 d'"Id.'T `�OueCm vrOcoamcm m- anrmcettxm Wuava m may- ((slat-Sb DOHS-iO3f on-o f LISS THIS FORMULA TO OBTAINTHEANCHOR a 1I4Ib64 t• 3Nr r a-us 34 r xvr r 1 a-> rt1? r Dm air o]2r CAPACITY RC-0UBLEO•CORRE6PONDIN470 AN 6nuAr1-aa t". fOr tAR• fa+r r t-w• 1-vr son• t-vr :.vr "'r rtam' -r veldt ACTUAL PRESSUREREQUIMtENT FOR THE 1Aaan tib rslmmoaomN IT M. xom atpm moi. Iwai M. p 7'. Y.ft mtft la OifAll 'Taft -06ob OPENING,WHEN IT IS LOWER THAN THE MLIAMN. 1Aatm 4q t.Irbh 0.c 961moW Ng210CN "Aft flab xG IW RG NG JBOb. NG WA NG WA thI mem 041- Italb CAPACITY(FROM THE TABLE)OF THE SELECTED -- 4Mea18rileO.GtV}35A�egatBm rmm mb 10010 flmb w - 4Nm bmft IN mu Taft tmb =IVA m2m Amb Mmis MULLION,IT WILL YIELD AMtNFAUMANLHOR 4AneA 0,00 C.rUd➢.bb.1DVANe4 i1 NA Np ILIA MG Nt\ NIA WA NG' WA Ril WA ib NAi WA 26rb CAPACITY WHICH MAY REUSED T0'AMI IFY IANMIFCpai 4) tmm Imb Zmm usft mem tssm 1nm 1410 41010 tmft s)xm mal nam aNft Mt- ADDITIONAL ANOM OpLET{ONS FT{OMitNE 1Axiu9 StrMaV.aJF NA" 3=6 tit xG k0l id.\ tmft- NG !0A NG WA m 34110 4t2b YAR ANCHOR CAPACITY TAi) , PR{X)ttLTRBY)386 . Old bg�aD URE 1: F'IOURE2 TABLENOTES: L2W' A<e}woca�Ks•oRf6e2.02} !}3�SHNG,S E SHEEINSTRUCTIONSS2-4RG N GENERAL USININSTALLATION ION METHONO D& 3 FOR tIrORMATiON of r ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METII0G5. M 4dohaduct )! LINEAR INTERPOLATION BETWEEt!MUU.CENOTf49 ANOtOROF+ENtlG WIDTHS IS ALLOWABLE, -FIGURE 3• 3)MILLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3,4* ::•l�:'�ICEI.gp.'•••F,p' SHEETS 21-M HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS =` • • OEUMUST SHOWN ONSHEETS 21.23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCA TIONS •� BE USED )!p.60703 SN PAIRS, 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACi301 SPEMSCATIONS.HOLLOW AND ) .` r3ROUT•FILLED CONCRETE BLOOiUNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALT. -"1)•: L� �= FtGUF2E4: FIGURE FIflURE� 1 lb 0.E PRESSURE-TREATED YELLOWSOUTHHNH PWEtMRttAN SG�Os3.ALLMiN6AA SMALL BEA, .• 1IIAE (G. • 608376 AFID BE A MINIMUM OF.100'THICK.Biffl.9TUDS TO BEA MINIMUM GP/U1E33 AND • lAdO46•THICK(18 GALIGE).STRUCTURAL STEEL TO BE AT LEAST.1TS7MCK AND AM ALL i ;�'••�"tONID�;.:`C�": ANCHORS INTO METAL SMALL.EXTEND AT LEAST SO6EWTHREADSBEYOND THE MATM14t ;rSJGP�Al.�r1 \ 0106012ANCHOMINTO WOOD MAY BESTEEL,IBSSSOR410 S.S. ALVNNA R,P.E 1z5'X30r%L�] LEI .62d' MULLION FL P-E,*36706 TABLE 12A OpeM+kNPA t Taflll AMICI WMt11(Air" 0/•p•Mlg mt/bm1Dr Pnbp MPIOM(brlAllm(4e kARllp mi8aro) 777iii�1�1t5 Bill Bib lab ooh Wh look ND• Wb 1Nb E_r TrQlmMp R4k44IVp/ ihpTWMA R4Dmg3J rnaUw. 10tlrt01w TwplNO•Iz T W.. isel•vk, _.v_IUOnP 2P••o La41y Sw•02 �0ft Wel'o LeticO teny I-" L+e00o tDP•a LOWaO lmsp laem•Qb IRA OU RVA 435 IT" 7" tool 471 170A em 170.0 me IRA PO 1000 011 Ilia IRP 3H LRD INo 1mA aN 1TLL0 f4a3 ma QI 170.8 1713 NOD 11= 102 IOW iT0-0 QI 0Qb fool 7W /m0 91 ROA aw 110.1 aNImADO1704 ON ROA 103 tool wf tV5 1704 DR Imo 1117 IR,o eeo Im9 1700 t1aP WQ 1RD IW] 1raD111054 I= 747 IRO 003 IroA mO Imo ml Intl INS Imo 634 IRA 1105 Inc 18 lie Imo 7R IT" Ilm Imo Tm Imo Nm frau Ira JR.o 2a I3 tool NH Ran TJB � IY N Ooh AAA 7O into n0 IRO BSD nuff O41 bila file 'mo TN IRA Inc Imo PM IRA SIN tm.0 Bit Imo ism Inc as IRA IN3 NIR ml Inic AR IRA ]Ira Intl !ef OWS O Bib IRA Ira Imo 734 Imo /® IRA for Inc IND IRA Dm IRA 1417 tmo 90 tM fink IRA Om 1m0 INT 170.0 100] 1100 218 into im3 JRA NW im0 Nan im9 foal N Bib tmD AO Tice TIG IRA iiia tTDA to IMO 1%12 f7aD NA Imo 1400 }1O0 1010 1700 178 ROD !OD 170.0 1009 110.0 ifR IRA 2bt tmQ 11W Im.7 ZSW fool 2aas AeA 1111 Bib IRA ON 1170 114 JRA ifto 1170 101 Inc 13M Imo Ioo2 1)OD I= /m0 fpm 170.0 1700 110A Jim 117.0 like ImP Din IRA 1134 1700 IVA I.,', H17 NOD MA JRA INA � 0b into tom 1740 we fma t2m fRA IOD! Imo INN 170.0-It" JRA Inc I= I= Imo mi3 IRA nth IRA 218 Inc 1x7 H6A NN JRA 1400 INA NN 1700 NN 004 ISR Rb TITh 1112 1000 W7 IRA 1334 IRA Imo 1000 1nR Na0 000 ImA 1734 17¢0 192 fD41t05o I"D 148 JIGS ION im0 Imo 12" HW RIA 160 Iml Wm INA ION 3411 fast j tU� j(� •(LIT A6 DU fiat Into W /TOA 171 1709 IAP 17.8.8 7951 1179 QN IRA 100 17aQ INA 5102 tN{ ROA iRt 11)4 Iasi 161) 100D tllb 7mf NTA NR 192 1mf 13D 1349 169 tYl 117.8 IIGI UI Wb 1000 190 IRO JIM 114ki 131 Ito 1210 01.0 130 Ima ifW 1fU 000 134] IfR VIA NIG IIUj 110 10-0 11346 INA if" 715 IM NA 1122 404 f- IV tM a]J. TSN las 1021 054 141A 03 tell 110 121 t2m 127.8 IRs fob] Inn 1112 = fa 128 W 1011 PTA 005 Ia.P fOsl Rl 199 WA 1010 0U 121D 722 IW 62.7 127 IAP O7 461 1221 aLf BR r � � � O Ira" IMA 051 101A O7 K3 011 WA W 740 On 774 NO elf Of Hai 9V DIA R1 NA OR 01' On 060 Bit{ 411 Of 400 iW RA Of ND 1e2 324 BR 4U RI t- iNtl MA OWP 17J a12 7aA 341 NA Pin 163 9t1 las 600 DIP 12D 01 1110 10 Bi.7 734 N.T !ID DIA STI fat PW 34.1 lm 34,1 PIP 102 70 2/A 119 71,1 131 N N0h RA 734 001 711 all Too OU TOS po TM 664 090 R2 705 124 W JI9 too NA R7 37.7 7004O1 Mims 700 34J am NA Tae a1D NI 2fA 700 -mA asI y N 1Nb 417 " $1 ON MA Dw MD 416 312 W 314 401 OA NB 2V NS X3 bIG 1'13 434 I NA els 124 474 IU W IDA W RA 010 RS 400 Yf2 040 LOA 4[0 CJ x Q Q 55 Q Z TABLE112B A. 'Counedw T•N1 ANCHOR CAPACITY ADJUSTMENT FORMULA, cux:elP lm(bc _O. t•e9124D PTWmn alu• tDlq>x(ANCHORCAP.��,j oANCNORUP.., 'a .V9M 1ypM wrtx.um. Ur Bt•UDOi•I HIr Dm Y1r 2ko WCm Ur@DU6wm Vr O6 EtD 01r TA:e Vr t"P19atm m23YM memo-. MUWONCM.,., -3 Andro7CTp PatlelAe lR•Om ApIMWb/ 11ywm AW!NJA 62m•/f oIn"1001 6awrr3sl USE THIS FORMULATO OBTAIN 7HE ANCHOR e ptl•FP all r err r '2-Ur elar r 2• r 2.trz z sur z a4r ¢A: a3u, CAPAC$TYREOURW'CORRESFONONGTOAN NabueeA tar Lae ar 1-vr r aw• I.0 1.834• 1-vr Ia4' }na• z rae' -1 rem •ACTUAL PRESSURE REQUIREMENT FOR THE 2 s/81300wouroP16 _w mu 4Nq 9aD" lswq 1mAs 99Y 3Nq mm 7715. M'9_ &9" I. - Bin FP OPENING,WHEN R 15 LOWERTHAN THE MULLION 4A0nvr02m'Mk O.a/OIOneMlraOM)CgP10 T4q /4b 61q ma /434" NM boob IUM oi3" tUA 0Mb fM -m2m .em Y. ilIb. CAPACRY(FROM THE TABLE)OF THE SELECTED OARMnel.rt'Mk aC/IOi079ba6all 0W 69100 Tmq Y WA WA 7M" Mu TWIm WA tun 1a m flO" tmDY. MULLION.R WILL YIFD AMINIMUM ANCHOR �. IAwh•OrNn OD.J heA+Olt3p3t¢t00:7Nb �YS_ ft taxY 600" 3424 Too" ?Oft omf 15OY O22w Pm" limy, /:APACiTYWlliL2I SEUSEDTOQMEY 6A1AA1I AM.0.G1 /WOm 1-m ilmo• —f 290" 2m O10" fW 110" it71" -ME Am" .1022134 13V" 1634.. ADOR(ONAL ANCHOR OPi111 FROM THE ]ARtye t]4'lAe OG.IU 3Dn,f2rASla. 11 IMA kVA MIA MIA RVA IIIA WA lUA WA HN WA IRN IMA WA ANCHOR CAPACITY TABLE 6AROmQON•Mb yC/U43A bd3.I2S ALO M4 WA fl% WA 1W Nal WA Be, WA Nil WA NN Net WA T-A" FRODUC7N6'V{9P11 2M001026r N¢O.C/F 0m" 370. m w iNY 70b NIA NO YOl 3IGY NIA 40" Wn N1q' 10 7O0" mms1Tv00RA pCFWItd• 7ARtm I.ti•NKAC/FQ .f 4tlq D " SWq. 973" Itw wA 3M" NLl NAY IW WA I4t4 61 q DOZY ew" oA N 1G-o2ItS,ID� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND.ANCMOR VALUES AS THE STANDARD CUSP. .. �CIRCLW VALUES ARE USED IN THE W MPLEON SHEE'Ti- E.pr• DAe �4i FIGURE I: FIGURE? FIGURE 3; FIGURE 4: - @7 • • • • • • TABLE NOTES:1)SEE SHEET I FOR 2.087' Mi tlade FR&a ft1111111//I • • • • • • • GENERAL INSTALLATION METHODS UCTIONS 1X34 USING THE TABLES ASII1SHEET 2bFOR iNFORAGTtONON LLKDPY3.5EE S1EE7524 FOR ``���tIN........;flrF•t�� FIGURES: FIGURE B, 2)LINEAR[INTERPOLATION BETWEEN MULL LENGTHS ANDiOR OPENING YADTHS IS ALLOWABLE. R: •':'[ • • • • �. 4.000' `''N j tJ0:UT05 . 3)MULL1 +wExA 0ND MULLION CUPS SHOWN ARENDT'TO SCALE.FOR GTDIMENSON$SEE SHEE7921-21HOLES TO BE OPIUM 134 THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.21 FIGURESSHOW SUGGE5TED.APPRO%tMATE HOLE • • LOCATIONS ='0'•Q yrs IPS FIGY1RE7: FIGURER:FIGURE B: FIGURE 10: ANGLE CUP 4)SUBSTRATES:CONCRETE6HALL CONFORM TO ACI 901 SPECIFICATIONS HOLLOW AND GROILT FB1ED CONCRETE BLOCK UNIT ()fi:• F4ATE OF ;t.�J • • (FIGURESUM (CMU)SHALL CONFORM TO ASTM CAD.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINEWIrHAN SO OF 0.65. l<`S'•..LORK?;:•'��j;.� MUST P IRS,D ALLWIGAUGENt1M SHALL UCTURALLOS&TEELTO BE AT45ANO BE INVAUM OF.12V THICK STEEL STUDS TO BEA MINIMUM GRADE 33ANO Z45*LEAST.12V D AX ALL ANCHORS INTO METALSHALL ETITEND AT LEAST KCK(IB3SCREW 7%4'x2SARRWN GAUGE 0.LYtIILI.ER, . • • THREADS BEYOND 7HEMATERNL 010 ANCHORS INTO WOOD MAYBE STEEL,IGS S@.OR410 SS. PE F4 P.E.p 68705 TABLE tan MWIoltCa o 0P.Ailhig WidthWidth(IafgrMDrA)w orOpl HNDM9rtxMmlayEpefrirp el8cry) 5tt�,ej 511% mh mb I Bob, taw an, Mb Nob lab IF RN1enp•r O1F,De.4 ibitbyr T•Ft+1+n4 Re01rpY Ty1M610 R•g.MV bg7IS.A• Rsl.4er TIIFnnr4 Rabliaw 11gJWr4 R.9b0pLr U1pfMW, RFIetQiY Tlrpnlr4 Rec1.gY i11pRIb.A ¢ , 226x80 tA•A+p f-ld"m Lmwd t0ebq 7oAhog L-ft LwOytgll, 14.64 10004 .t dq U.ft L-ft Labe IrL4 U." L-014 U-Skv I." b'S 11 11 1 11 if � 11 if if 11 h 1 1111111 1 if 1 1d if if if if if if 1 i 11111 1 111111 if h 11 ! 11 In II if II ub 17ao om nae m +mo Am Amo 0.1 Ime m +mo rA0 110.0. W tmo Em Imo me 11ao 69 ImA 130 Imo m Don NN Dao Stl Daa am Im.o e3 11ao 1470 rmo no o Nb 1R0 714 DU a2 tmil as Dao 004 170.0 /O0 imp 030 Imo I Itz a"I 00) Imo Am imA 071 1740 1417 im0 WIS Imo 1701110100 ImA IW Imo da RTU 907 11116 SAM � W W=b 1700 147 ITU US %=I ODE Amo OSI 1m0 IDN 170.0 m 170.0 1403 Imn 1723 1TU 170 1740 740y 1 4 IW 110.D 150 Imo 1714 IT0.0 756 170.0 A9 tmD TOO 1700 3391 110.0 15E = K Nh RTU 707 SR9 112 1700 Slao 001 1700 5270 tRo TN 510.0 1370 1704 1140 i4N I14A 0.7 imD 1514 1704 10 170.0 1143 i7U 0t fRo 935 1704 01 iR0 330 1R0 061 in m p ODE 1740 m AMC 701 1740 foo] 1700 T9 1104 QIO IRO 070 1104 Uil 1704 DN imp 1301 1740'BFO IRO 192 00.0 f0A Imo 313 1R0 spa 1704 Nm ImA 1003 1740 327 1140 1001 Otb DU cmm /R0 141 IRO Isis in. m I= IPR 1700 Oto iR0 1406 1740 1016 Dao 1013 IMO 1070 170.0 IMS AIME an DU 12M WOO 010.1m 303 +mA tilt 1740 NTS 1740 1171 ash 1700.07/ 170;0 lM 1R0 low au 00] 1740 DM Imo 1003 1704 170 im0 im +mA 1107 MIA 1155 IRD IPA 1mO 1370 7740 mm Ima Atm me an Imo 135 IRO ]ID im0 130 Z 2344 Mh tm0 tm LAW m MA /270 ime WAS 1144 %a IRO ito im.4 Om IIDAI mo DA Imo tats im0 2123 04o an DU 3570 1140 1410 7m0 706 IMA 100 im0 Sm0 Dao 1510 y y Job 1mA 1123 /740 On 1700 tm 1700 11110 IRO 1510 DU 1m0 1704 1701 IRO Imo NIS ISD 143+ Imo 226 Imp M45 1740 2W 1700 1014 IMS SILO IMA TNI 00.0 3514 Im•0 17.5 7I OW 2 `at lob tRi 1131 im0 W7 1704 5705 flu His IRO out /740 ILL 4m9 tan AND, IU SIR IRM HIS Dao 2708 SRQ 5504 AMA 2141 im0 17W 1144 711} ImD 170 1140 370 1740 000 FFa A Y FOh IR0'13m IMV 144 110.0 ISN 1700 ISIS 1140 1151 ITU 1401 IMA 2125 IMO Imo D/f IRD I>M 1704 350 IRO 1910 1704 3114 im0. 213 IOIO Nn Imo 917'I3a6 ]113 1704 27e1 Q m 3 O Seh 5740 1411 RTU 132 1704 1714 IMA 1414 . an DU mR 1704 227 1740 im1 25'4 1740 1702 RTU 2653 170.0 2003 140.0 $191 iRo 2m 10.1 3tW SeU 270 7240 310 tial 23 1aBh aU ISN 770.0 1141 Imo 114] 1mD INT ITU 331 1700 187DW- 1. 110.0 INA 914 IMA 971 114] 9tl1 1610 3]51 INA 9714 1104 301 107.0 7761 /S0 231 021 301 HU 7100 N lab Imo 700 044 Am 00.0 7054 1mA Imo DOA 2205 040 t9D 7740 ASIA 3Wt inA 910 150.4'282 HSA =6 7tU 3n 12AA 906 @A 'I,71St 206 dao mu too] NFO SWe1� }( INh /704'IRS 110.0 IBM 110.0 3125 1104 Ip SMB ?187 1540 /WI NI.1 tRl 952 192 tab iN.f 902 110.1 1015 90.1 2255 040 1870 71.2 >29 LLS 170 674 722 BIA the - i�D 4146 170.7 101 DAA 1465 iNi /314 100.1 5473 40.4 nom NA 146? BQT 8AE m8i 70,3 Om 028 158{ 03.7 733E 021 1361 340 1330 40.1 101 491 fits 30.1 tm TABLE Anchor c TaOM is ANCHOR CAPACITY ADJUSTMENT FORMULOL �_ C �r7 : e nwA•I. 0.34mm 11ofo•cMu l•a.NU P1MQW MW (DP,j%( R }•-•-+ .ANCHORCAP.- Srlrwro Ird9 Bao umlaw yr ee Fx•ND 04.1 NmeI" NZ Mr1 `MULLION CAP. /. Anrh.Crfpsu a Aeov779m vtr 9tWUA.cea vr2241ez1.o uYrm Srta E2olerrm vA^ECe1S0Nm AO)e.QCNI -A- AyreM21 8ve.tD`A s.n.F33t ens•1Ast 155E THIS wRA1t1LA TO OBTAIN TtE'aNCtOR Enw t7Mim.IA3 r sl¢ r It3m a.or r 2-1M r 2•w r 3`1W r a4e^ 034• 0.]N• CAPACITY REQUIRED'CORRESPCWDWG TO AN r»nanmb Lav w0.• lav- lav` r W I, 140., 1.w 1.Vr 1.1r r 1v A- w. ACTUAL PRESSURE REQUSEMENT FOR THE zArom 0a7rMn.aarew,Bwr Co. .an 5Nb b Amb. i b 3mb tab uta• 406 -A roe NSM. 3+b Aub eab OPENING,WHEN IT IS LOWERTHAN THE MM104 4AnOQv.01.Ar Mb naiSlentaE W(ImW Fb.]k Amb mDb mmb tm be ]33b Sob Fab .)Deb Am. 7Yb• imb Ism m. Nzb mft min CAPACITY IF ROM THE.TABLE)OF THE SELECTED. 4AntAra Dl f.TrNh aatet. (.QauQM(A1A.a u9ew TZ- SOmb 3t95b WA wA ON+N - WA 1NSee WA WA WA toom. f7mb 2200. MULLION.ITWILL VIFLDAMINNUM ANGOR 4An<tan05'6bQ.al�b3ArQ•tvp/Mb.A7 lab MON W. Dau. .10Ur AWea Oahf .WA M. TNb mim teDb BUU An. t1Nb GWACRY1ht11ICHMAY SE USEDIT)QUALFY EA 5,. rMA OA.t bSAfy.al.ta41•el I_ . Mb Dab 31146. 319.6 t-. 11.1w A ASN. I— Im Aw 37Nb an. I mb swr ADDDION0 ANCHOR OP'PIO IS FRCM THE mA1.iRn i#`MA A.at111LSA+y.01 11400• PiNtN 51401. vmb (eA )t% 'i320h•. WA tSab WA 1Qit WA 2o4eb 33180. 3LMb ANCHOR CAPACITY 7AEl.0 IOlfliklC7RBVIE9D LAID. I3/•H4 as tlH(20.wa7YAbm Ell,OL WA WA WA WA WA aw SVA WA WA m WA WA 1La NN 14S9b eArc4vs0onrMA n0./wDro.tm.f3r .64ox WA Nu WA W WA' x14 ' WA' WA WA WA WA wA 1uA Atm tees mw.yily4q xlYlYo POxif 2ANm.oaer6noD77-al. sox Nob Sam. 4Sob aNb fade. M. 2ND W. laft 91b 6mb 01ab Ntb Iuax Srob - - - H*--2.o0D`� RNA+ �7,b16-o2Mas 4Arolm I.tr ABn 0.W 6411 Sab mm S6Sb Akeb WA NA 410+01 134 a3b WA WA WA 1426 mb f1Nb � NOTE:FORTHE OFFSET CLIP.USE THE SAMEANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES• By .FXUREI: FIGURES: F'IGUII- FIGURE4 FRLLM It:FIGURE@ FIGURE I0. FIGURE II: "'W"IS SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 111111111! tOADUt0.SEE SFEETS 21 FOR GENERAL OBSTALIATKM M0SH70DS �Od(L...•.4571( • 2)LINEAR INTERPOLATION BETWEEN MULL-HS ANDFOR OPEN24GWIDTHS IS ALLOWABLE ��hN'•"1C1:NSLr''•;EP • BODY • ••.3Y 3)MULU AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SWEETS • • •• •• • Nu.56705 ' 21.23.HOLES TOSEDRILLBDIN THEFIELDFOLLOWINGDOAFNSKRkLRESTRICTIONSSHOriN ON � t2 FIGURE b. FI(URE O: FIGIIREfi ANL3lE SHEETS 21.23,FIGURES SHOW SUGGESTED.APPROXIMATE HIOtE LOCATIONS. /}.r��-� `b :.�__ • • • • MIP 4)SUBSTRATES:CONCRETE SHALL CONFORM 70 AC 301 SPECIFICATIONS,HOLLOW AND GROUT-FILLED =•17.•• I»11y1 1 ll (FASUIESS CONCRETE BLOCK UNIT(CMU)SHiALL CONFORM TO ASTM C-MWOOO$HALL BE PFLESSUR6TREATM -0•. S AT00F • • fUST� YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 6063•TOAND BEA MINIMUM OFA2S' :� '•.r/pR10?;�•`(q;�� T19CKSTEELMDS tO SEA MINIMUM GRADE 33 AND SW THICK i8 :r,S •.....• 4 • . • • • 41414 t GAKHGEy.sTRucruRALsrE3 ro :l bJph!A.c,1 PAem, BE AT LFAST.I2STHICK AND AGO.ALLANCtORS INTO METAL GIALL EXTEND AT LEAST3 SCREW rxrx2Y A.LY7p' MILL�R.P.E THREADS BEYOND THE MATERIAL,4706412 ANCHORS INTO WOOD MAY BE STEEL"S.S.OR 410 S.S. MULLION FL P.E.460M FABLE 140. z MWIon Cd 3c T1bI6 b �y Oin"InWldm(to-Ift-oo Raa01q aTOPotma N6726t '11d2u36Tri»6TNn2MA ill WN win 70h aDh 9001 I 100b I mm 1140h too p R4tOV-1 uwm- R434'VAr 7,� R4tSp9t 1rs04t6 TRW10" nw..r Tr4pf"V Rt-.w I'WI p R4nv- Tw-w Ra14Plr T -. nt1R1aD ` 116"112.1111IDeIkD tRawg 1.uga 1d.a to v Um. 1,-VL44�N 14430 -ft 1.D99ia L41a» I-" U ov uio`% W-4tOSAN Ls•LO L # € z gym. VM W21 r0 1137.0 as 12-2 6E 140.. 419 IDX. 076 1X4 411 m1#871 = 411 101 620 1.1 Its 721 IPo 1X1 411 a t 470 1X1 411 ata ea MI 411 401 M IXi 411 Mb 90.0 I.I 1060 Sa 0.X1 4D3 N7 373 630 tW -4 3R 061 Sit - � MI Mt 4A3 to) 716 3N 403 40'3 M8 3N X6 tW 714 8t4 802 Im NO 7N W a6169b 423 N2 01.0 oh No ffi 713 294 01.0. 317 71.0 709 606 21O 4X7 ffi a1R 511 41.2 ffi 616 al ]V M O o M3 204 ]!] OX0. 2a 207 ffi 4X4 7O8%4 rig 8A2 IN ail 3q 571 2ao 424 233 i21 314 108 250 3X9 iia 424 249 ai N, 107 210 211 810 494 246 M2 346 4X5 2tl - LU h 406 7Y5 1L1 210 411 206 40.1 214 US 20. 437 2q X9 W1 D.6 2a NJ 2M X) 706 3X4 161 ]Od 256 723 7.1 t7,T ]36 322 101 116 18BOSh4772N400. 2OP156 166 201 X7 ffi A7 /a9 ]3T2N X4 No ]i4 2H 210 t0i w ]34 ]O8 183 A3 2N - IN 134 2N MO F.06h i71 1q 89.4 tq MO 213 X/ Ifl 266 313 SA 170 21] 173 566 »] 201 110 10.6 718 237 1B H0. 318 222 qi Tia 33T 230 iaa Itd 2a m 1WZMh 716 to }XS 101. 7X0 1fl Z. IO2 204 IN .5 IN IT.$ to f60 in 167 tib � yMh 213 141 21.4 140 218 181 2/.a in 17.4 q1 so 1i0 11] 183 - 2}1 flh 226 107 9A t]3 Ila in 19.6 IN "I tm t7A No in t r 1 r Q 4 ABLE 14O ADMarCaD i4bM 64 ANCHORCMACRY ADJU9TMFJ4TFOI7MULA: 3 SW Ni1t0 a9 mz. Ibx4cuu PmOW1 P 1161 (DP_)X(ANCHWiCM, ./WCHOR CAP.... NI r o MPF29 IlP 09 fkD ka'E1D W'93Ek0 0.1D aetl IRSIsI 61]alsf `MULLIONCM„„,,, AtxDv YIB'ft.tAb[m w9t6U(60a 3n0•E3P1UOatlb iN•El.IR>tm - . NI AncherOlgP4ibm4 tmcm lyysav ta:m A2-t<3601}kwe166396k1 S9anZ U3£THIS FORMULATOOSTAINTHE7WC;tOR'y X N Et�Mt1YDe 1• 217r T YVP }y r }tTP r yYP 'r }vP z 0.. Oar 0.371 CMA CITY REGUIREO`CORRESPONONGTOAN fnm3Dw 1hit IaP faP IaP z 1- 1-W 1.vP t-w• fuP 1.4P t, I- tar Ie►9 ACNALPRESSURE REQUIREMENT FOR THE F• 0 Q 3 4ARIM rAYt. D.t b t m31n 709m aom twmI--I Nan M I No. mi d e 145DY1 CAPA WHEN IT TFBLOWEER THAN THE HEMULLIO LL ' Z.N IFROM . MULLION.IT W0.L YIElOAMSBMUMANCHOR CAPACITY WHICH MAY Be USED TO QUALIFY •: ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR GAPACRYTABIE TABLE NOTES - i)SF,ESHEET i FOR INSTRUCTIONS ON USNG THETADMANDSHEET26FORMFOFMATIONON LOADING. - SEESIEETS2.4i`OR GENERAL INSTALLATION METHODS. 7•RCO,UCTRSVISGa a+�iNriDa wilbaDFibrF,f .. FK'WE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS NOM OP@iWWG}ypTEiq EA(yOYtAg(g - ��ms�Ojy l(ad2ta.tlf HOLES T BE DRIMULLION I CLI F SHOWN AREOW NOT IM SCALENSION L RESTRICTIONS ON SHEEET321-23. Dhn PIA2� FIGURES HDISUGPINTIE FIF1D FQt1OWS16 DIMENSIONAL FiESTR(CRONSSHOWN ON StSEEfS21.21 2.116• aT FIGURES SHOW SUGGESTED,APPROXMATE HOLE LOCATIONS. M Oe0e ANGLE CLP MUST BE USED IN PAIRS. 126' 111111111 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPEClFX:A71ON3.Mum AND GROUT•F71LED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM DSO.WOOD STWL Be PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF OAS.ALUMINUMSHALLSE 6063,75AND BEAMWMUM OF.125' C :y�;•'4TGEMS6•••;'P'�� THICK 3iEF2 s74O3 TO HEA MINIMUM GRADE 33 AHD.040-THICK(18 SAUG4 STRUCTURAL STEEL TO BEAT 1101X2,11•%.118MULYlN C�;• LEAST.125'THICK AND AM.ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREWTHREADS BEYOND - ••••::% THE MATERIAL VOA 012 ANCHORS INTO WOOD MAY BE STEEL.I"S.S,OR4IOSSS IwrEGwu FPI Mt3LWN) mi A LYNWIM0.1i P.E. FL PEA68705 TABLE ISA Mtdion Capift TabN fR1 }tR�� Owlag Widal{ktt•IfaFj-cpak3frymAaa}arOpantnp Hftfito.fw+m bIPw--ft-Urias) q+ w6 Wb lob wb wn A 106 lab {wn yyy■}}1 Pa(s�PAs I�µrap f6x•pu 1byM0p. RitTIIn. -9- Ihptre•p Fxb104• I1pT4•ty 76.-- Tn{m- • 33y 1+ONra1ro• AxupiM RIpIWm. 14 32r 10 L-AV i01mq ta•s -1 taco 1-,. t,sa,P tadry I,04•o la4dry- t>sP 10Itrn tudMp 1,704- tm451p fI+•• ta•1rp tams Y DEQ,AL fa 11 1 11 1 11 fill I h I a In 0 426 +r4A 0471 1714 471 ImA r44 171.2 m vao 4471 1146 9w 1nA 1m 171.6 av 1raA Hn IN.6 w1 INN (2w Imo ext Iron 1471 IIaR NI 1m.R I73e 1mA 711 r4a1 D4a 1ND aI 406 INA NO INA IN INA 1w MA ON Imo M 170 Sw INA 113] IND all INA UN 1710 W DOD 1417 Ma am iW ifa iND NO iwA tai 1ND 0471 1112 t12I ira0 UP � x w.wk INA TIT INA w3 tNR aM 1710 of INA ION it" 0404 INA HM ImA m 1710 1W RM To 14441 1442 INA IN 141.2 140 it" 330 1173 1W Ma lee Ina 140 MO No � gag to wb 1TOD 701 INA all In.O 100 IN.A wf 170.0 111611?OA IN INA nib INA 90 1004 i)0 1716 831 1443 13w INA 4w 1203 I]A INO at fO.1 3137 1716 N{ 002 INH /710 Fat 7�7 yT O wb tN.O ION 17110 NI 1719 Iw3 1719 70J faTD 1140 tlaR an IN.1 1171 171.2 P41 11&0 IT11 149.1 90 1ND MI. . M' VA 1211 110.1 IH 1]A 121tl 171.1 113 NI 1111 110.1 Of] F `��'• J Nb INR OW INA 743 1740 111e INA eN 1602 1150 INA 03 131.1 IM Ina 914 it" HN IIID MA 7111 FN QA HAD 1M7 4H 71I 1150 UO2 370 0.7 itw =2 671 g k17 j m6 tray 0f4 trao 713 1624 1M6 1614 10 1306 1041 15044 m4 1143,wo 13L1 4N I" 7111 111.2 M 0A 11N 762 NO INA aH 663 7044 /N2 Ma 047./ 100 101 n1 Z 2VJ g� k •� ' Nb 140.1 M 111.2 IN 11TA NO 1ffi0 T+1 im Ow Im NI no No 700.2 IST '712 FN OA n2 TOA M LL7 4450 712 040 ma w Na w0 "a No NA VA t� lab fEPI 750 1211 a0 040 t0 IRM ON 433 Tw 112 471 140 IN W 402 413 NO nA aw W 034 W iw 71.1 an 1111eLellofTo At$ 117IIb11MNoINS N7 W N6 "A 644 Nt NO W M 022 TN T7.1 4H alA Z "A M2 NA W a. ND "A AH ]3.0 M aat 350 NA TN 5" No506 Tit m 7" we nt m 021 491 AIA 03 - - 411 On M2 M '0.t eH NA in 261 m 3110 an 312 461 133 An 332 W 124 503 SIJ 40wb 0414 405 41.1 W 4" M 51.5 433 W 400 "1 'M .31.1 US 3M 411 WA '405 114. 20.7 No TAA 421 MI 450 214 493 20A 7M 440 400 Sw 330 W/Nb tf] 291 12D 371 %/ 101 331 ilA 206 3H 3LI » ffif 301 27A 237 rig 3H 20A ]0 RA 311 147 41 Its 311 1r1 310 1116 3M m 101 371 S.O MD 33.0 309 t/A 371 L.6 >m NA. 371 76A 371 2,4371 o; FN IND 3n 10.1 IN X 1716 wA 217 No 20 15.3 117 3dA 1M 2I3 217 2x.0 3044 I9D M7 t4A 371 140 Mr + Imm HA >m IIA 2m Q N 7ASLE 158 Anther IZ4 ANCHOR CAPACilYAt2l17STM£M FORMULA: 213wnuel 2.216,04 roon.er . ANC+fORGP.,,s,., F4m Cwf Pi 1wa (D;,)%� �e,ANCFiOR CAP.,,, ei/8•Eb i#•eS Eta 6'ttl•Eko tR'eA 163 31o81rt n19f[d 42z N,bl A6ebwCFPPtfflml ' vlr lOw 50.•11- 1A•Bpe 50141- vt0'tt01A 7m ili'1ke31P1xm A2�a16r l4lrom .20.2403'4 6wr•NN euer{03) 644+1051 USE THIS FORML6ATO OSTANTNE ANCHOR 6491 Wtmw(w r Ala r Yl/r YW P 3.171 r x•vz z 3.1T T 0.r oAC abar CAPACITY REOUIREIYCORRESPONDNO TO AN Ema0em4 M. 1SN• I1n• 1JR• YYr z I-vim I.w i•iM Y11r lair i•17r z i3T f-3a• 1mn ACTUAL PRESSUREREOUIREMEMFOR THE ]Anp7gnorw O.O,I PI 66.fk 3944 Rb MOb 4506 ONb 1 b 2716 10RW 304 ne 1716 F1 IM 903• Iti Sob No 604 OPENING,WMENITISLOWERTFNNTHEMU.LION ) 4AmM1(03,b•4•a o.G/P53a0M}CbrG$.1k rwb. 7wnn r9Ra N na 23rina 4-443 3wta NA nma3 Nana aNa NW1 .g1GI INtn 11714• CAPACITY(FROM THE TABLE)OF THE SELECTED OAmbe011/•3Pa 04/ ]W 4m• / k b 1/71(03 B33b 271601 1N4n i0t e40n• 30A w52R3 WA 13716 WA tWiO f5T3s, teNISI MULLION.IT WILL YIELD A MINIMUM ANCHOR - • CAPACITY WIKH MAY BE USED TO QUALIFY ' .. ADDITIONAL ANCHOR OPTIONS FROM THE - •I ANCHOR CAPACITY TABLE PROOUCT'RSYIS£D FIGURE I: - mmprom wild 16g fl." TABLE NO7EB OIAN60 fbAr A4614mm NR lG-C2IS.e;i S SEE SHEET 1 FOR INSTRUAL I NB AL\TION ETHODTABLES AND SHEET 25 FOR INFORMATION ON LOADING, Oao 4O2I SEE WETS 2-4 FOR GENERAL INSTALLATION MET2lORS. � FIGURE 2: • 2)UNEAR INTERPOLATION DOWEE14 MULL LENGTHS ANOAR OPENING WIDTHS IS ALLWASLE. MI ►1ad1M _ 11111711/ HOLES TO NA OMUDRILLED IN THE SHOWN ARE NOT UPSIMNSIONAFOR EXACT DIMENSIONS.N ON SHEETS 21-23. .125 . t....At' • • • • HOLES TO BE DRILLEDWTME F�I.D FOILOWNG DIMENSIONAL RE3TgICfION3 BEGAN ON SFIEETS 21-29. - \��J��V•••. •kA• FIGURESSHOWSUGGESTE6,APPR070MATEHOLELOCATIOM 30' 4)SUBSTRATES:CONCRETE SHALL OONFORM TOAC1301 SPECIFICATIONS HOLLOW AND GROUL'•FILLED 3.21• 5870& FIGURES CONCRETE BLOCK UIT(Ct4U)SHALL CONFORM TO ASTM OSO.WOODSHAIL BE PRESSURSTREATED -^/t_/••+ K- • • • • YELLOWSOUTHERN PINE WITH AN SO OF OAi6.ALUMINUM SHALL BE 80113-TSAND BE AMINIMUM OF.12V Ln �7 f THICK.STEEL STUDS TO BEAMWRIUA GRADE 33 AND.045-THICK(18 GAUGE}STRUCTURAL STEEL To BEAT :•J LEAST.1257HICIt ANDA33Att ANCHORS INTO METAL SHALL EXTENDATL EAST 3SCREWTHREADS BEYOND M{AUDM! `-�'-'• /au THE MATERIAL.0108012ANCHORS INTO WOOD MAY BESTEEL.104.8 SS.OR 410 S.S. '.:C).�.•.FL.....'(�• ANGLE CLIP(MURES 104)MUST BE USED IN PAIRS •.• ���+`•. A iY114N MIi,'4ELR P.E FLP 68705 TABLE IBR MuIPoII C•49 T60N •Rtt ���� DA1JD W101h{bt]es0 rpmJ6aw}erOpantnpNl kRmtatzate mADrn} gel Sam 104 lob 10F 104 Rob 120 Ill lob lob R.:tep4r Sginbp. 1bd•pbt TiWyRIAVJ A1c4V0• T*Ml . RW JM 7lIP7MY Rlttpp4r Eptl•4 71107I0ust Rbwal• 7L{Y7W10. mwgm 7w".Q. fl mvd. Z*mn , i 22P4� Iaearo I�Oggv L•••'OI L'�0 Iffi.ga 1,u16yyD $$lap Imay LaM05 tWn0 taay iw+x ggLuiq t.tlp t0.0np i+>�$o gtAs!• 7dO5D OEM RAYM i 1 $ m z Mb 1700 0.A 170, 453 IOL 7N 1700 m 11'0.0 Dae 1010 605 110.0 427 IMO 610 I70A 1110 170.0 W1 17010 INO 1M0 621 iM9 1166 17010 071 170.0 1776 17D.D 671 =2 1171 17010 101 Nb 9010 706 1700 sm 17010 Ito 110.0 WI iMl m8 1700 Ito 1700 itm INTO 661 1R0 fm 170.0 610 17010 1147 me 087 10.17 M 7 1100 NO IQ3 J= M.0 aW Me Ip7 TMO M WWb MO 7N 170.0 0% 1700 00 INTO 49 1700 1010 IRO 061 1711 1105 1M0 7M /7010 1363 IRO 717 170" HG �M0 7m. 10.1 164 ma 7m I4./ 164 170A Tm 1104 104 1700 766 � a" Nb 170.0 707 100 052 1R0 050,110.0 101 176D HIO 1760 M.RU 196 170.0 W0. IMO ipi IR0 617 16U t4W iM0 M 12U 00 iM0 Of 3141 14M IMA pt 0710 NSD 1700 101 m aa�. y'F�/I Wm IMA aI IMA Vol 900 100 17010 707 IMO fm 9010 m IW.4 i0W Imut 051 010.7 IOD 1700 m IMT HDO M34 005 Iwl'Rim Ism 002 a" t3W 19.1 M IIA' Hp 167.1 04 pb Ino = 1M0 Na IMO-IM, iR1 cm 1472 no 1R0 w 14x6 im tNA m 1747 1M IS7A of 1180 1247 i"1 052 061 1217 1M]'0]0 IIIA IM 1= OS 7u 129 70107 of W � { 81b IRO 1R 1700 7W 10.0 It" IMO fp 14M 1010 In? IW 1721 1110 147,0 070 0164 Ito In$I.-- .% IOU 1110 1M1 011 MA Do 1188 = 742 Ito 110.1 ap d0 tip 112.1 M Z W •� 15110 MIO 100.1 an 1]1.7 1010 1415 M 1164 1010 717.2 Mt 101.0 1010 11.7 4n 0.08 1010 IGS, 10l 1010 000 507 072 1010 OM IN '51,7 MIO pl M WA 1010 05.7 M ? j ,i nb INA 106 1468 742 114.6 005 1220 m qt o0 IW./ 01 all 008 052 AS 767 IN 5M2 ml 505 020 0.e 051 M 74.7 710 N.1 9m 111 7t0 W ON T" 7W ] Z Mb 110.1 101 7116 1S4 105.1 101 01x5 138 05.1 all ota 771 TA 0.01 60.6 710 700. 061 SIA 0510 101 704 601 0.].6 ep 00.( pl 1510 551 Oi0 055 X7 605 p.T a7f s 627 Om AIA 674 a* 4m 7x1 081 a I am 0.26 611 61d 0.0 617 IN160-4m WD IIA 4m 474 IIA 0.12 sm 412DA » 51105.0Om -A05F 057 540 Ml W0. S6B M 50.1 IW 401 W6 5110 OI QA 005 4810 Ip 77.0 ,aOO NA 71.1 me Mi 470 ]O.i 6m 05.4 /W21! 62] 30.5 mt 21.7 50 7107 MN105b Ill 44 m.0 N5 3U 419 412 610 002 441 30..7 >p 701 . 772 39 79, 440 2!10 2U 4tl XI a7T 7010 tm 217 Sp 1x1 W 20.4 305 13.0 4b 1" Utip aO 178 07l 070 11! m 5x0 ]I 910 175 20.1 307 RIA m 202 71i m 1V.0755 M4 130. 710.7 0.MI" m LS 313 a0.31781 No0.l Dw 261 371 21l 000 720. 717 1810 m1 210! 7710 Sao 1!7 310 0 INh 702 705 M4 2M 164 205 17.1 205 Q 7 3 00 TABLE 1SB ADCIMrG ei T4Ab M AHCHORCAPACITYARIUSTMENTFORMULAS >Y ew.1n17. v61Fxrt1. a66txm 1,- fielfOW Pr 110.•. (Dr.)7L�ANCFIOR CJLP.,,,,e„\.ANCHOR CA36.,, YtrFbe tMa6 Yb'@m W es6ko mow Jt266ei lustN M1AI ONCAP.,i.�/ Ab0r -Y14 E1:Ilit•I011 RI•MwI615Ctn YiC fikelIDKle (11•ELoix AnowCOPP•Ca1Dn Vh'.oan AW1naY W.- Mw06br awdMsl 6aw(Wl s0..p* USE THIS FORMULATO OBTAW THE'ANCL40R • 6gl.mhx.wY t• to r bur st2 r ala 1• ifa• T 512 T O.m' 911• 0.721 CAPACRYREOUIRED•CORRESPONOINC7OAN: 6mwnvtiFY u t tars• tsw 1.7N• r 1-iH' I, 'VI t-vf iiM inr r: iN F6T .Fd ACTUALPRESSURE REQUIREMENT FOR THE wwl v.u6'6x a0, 12+0. a Iw1.1t d ipn I. a6D I10od arod 2pd 7Dd 314 JAFc wed >t d Inro apd OPENING,WHEN ITISLOWERTWWTHEMUUION� 4ASIm9aA•Hn.oatmaS.Kaa0st1rp.72 nod d 7104 NMd ]5esd wad mod wA nMd wd a40ro 14AFII 6e7d 055d IMX3 CAPACITY(FROM THE TABLE)OF THE SEECYEO 6AMq. vi•1Mnn7f asAr•4 t St ttmb•- nAd 1md 9Nd 72ND. I0A Nod x0. sMaro wA 177904 wA 1m2d and ta10d MULLION.ITWILL YIELD AMNNUMANCHOR - - '• CAPACITY WHICH MAY BE USED TO QLLILIFY . ADDITIONALANCHOROPIIOJISFRO1,1THE •. FIGURE I: ANCHORCAFACITYTALftE PRODUCT RBYISEO m:nMYm{WY146FIaN1 TABLE NOTE6; IuuW6y7(hee nlcrya�1,10.W-021S.o3 ` SEE SHEHEET I FOR ETS USING ,10.60016 ID'aI SEE SHEETS 210 FOR GENERAL WSTAttATIONMETHODS. B7 FIGURE 2 2(LIN FAR INTERPOLATION BETWEEN MULL.LENGTHS ANCIOR OPENING WIDTHS IS ALLOWASIF. F I 0)MLWON AN MILLION CLIPS SHOWN ARE NOT TO SCALE FOR SO=DIMENSIONS,SEE SHEETS 21.25. 1` t • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEM 21-2.3. .126' 4S �`�\�IYIVN Af;V tip FIGURES SHDWSt%3t7£STE3,APPRO711MATENOIE IDGITIONE. / ``i}'•V:�1(ytN$F"-�_.y]��� - SUBSTRATES:CONCRETE SHALL TO ACI T1 SPECFR; .HOLLOW AND GROUT• SS0FIGURES CONCRETE BLOCK UNIT(CMU)SHAUL CONFORM TO ASTM:Bp.WOOD SKILL BEPtESStR6TRFATED • TP06 • • * • YELLOW SOUTHERN PINE WITHPN SG OF 0.55.ALUMINUM SHALL BE 0068-TS AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BEAMINIMUd GRADE 33 AND,O4S THITX(16 GAUGE).STRUCMRAL STEM TO BEAT (,pT L 9 L.EAST.126'THJCKANDA3&ALLANCHORS INTO METAL SHALL EXTEVDATLEASTSSCREWTHRBADS BEYOND 'M'BAY - •O" S L!_ THE MATERIAL 0106112 ANCHORS INTO WOOD MAYBE STEEL.1&0 SS.OR 4ID S.S. - MULLON ���'•. J Al'b OF .. ANGLE CUP(FH3URE61.3}MUST BE USED IN PAM A.LYNN1ty11{.LER;A,E. FL P.EJ 68705 1.6Do 't}-1 1.00(r N- -1 1.600'(-- .1 2E 2.7W 2.760` .,z6' 3.,26' .126• S.1 IS. x� 2stEal 25 a m 200P 2600' (-,2E I f .-3776• —37FS' J• ,�6pFp' r ry _125' O C 1 i 1 t'XTx,t25•MUU.IOH 4•X2'X.375MUUION VX27WXA7SMULUON 1'X2.T5X.660'MILLION 1'x3.125X5'M6LIXk7 t]5%a186•%.265 MUUXIN 128'%21/'X.125 MUUlON S 608}TB AUIM 6989.76 ALUM. BDBST6AWU BOC4T6 ALULL 6663.78 ALUM. 698348 A1I11L 6983•TBALIAL g Vl XSECTiON wSECTi6N X.SECTIOR It, _ X-SECT" w6E07LOH %SECTION W d o U m Z o }- {-i li I TABLE A N j STANDAROCLIP 1 6083.76ALUM. ( ?XSAliOLESXN 011nMnMPn YafuM Z ,' 8983-T6 N11M. 0D) 1"MWROW. 2• %SECTION 2126' 2000' %SECTION A 1.825 �I Q Z I ,125 i6003m%SECTION I .125 8 2654 1'XY X.f2S Q j { y T1 auWtum Z U m CD n:40 Tubs MUMM 850M^ 47;r t+- A M25 B 2461 P XY X.375 Of Of O X IX ..._..._ate—'—')_CPFATEECuryHol€C P,BEE MIR. C 0.835 a N a7 Mt4. DETAB.F SNEETA is .37E M81.- .338'Mill �- A 1.876 I 1 I 1 I A I mA-L A � 8 a6m 1'X275'•% e TOPYfEw ... __________..______..� --CUP C 0.767 .376 AI605,111A- MNII 7OPYIEWM 0 1,118 Tube Muton STAHDARDUIP CENTEROFAWHORIXXEMUSTUEWITH2t7NE E :450 MK 606}TBALUM. DASf@080UHOARY,SEE&fET66t7 FORTHE CEMER OF ANCHOR HOLE MUST Lift TOPYIEW CENTER OF ANCHOR ANCilORO.C.DISTNICE,FLAxODUM ANCHOR A 1.372 PX2.7EX WRHIN 7HE DASHED BOUI✓DARY.SEE HOLE MUST LIE HOLE DLY9E�EiC ANCHOR OMM6TER.IHE. B 3.000 ,860• ` ((( „SttEET6'6d7 FOR ItiEA7SJtORO.C. WILMN THE DASHED i DISTANCE.MA=UMANCNORHDLE 90UM7ARY.SEE C 0.476 aun*m DUMETBR:ANCHOR DIAMETER.IRR, SHEETS 6.17 FOR THE _ ANCHORO.C. `TABLE 8 D 0.835 The MIL1an DISTANCE,MAXIMUM MUD•—_' A 2.000 ANCHOR ROLE INon BtIL C11 OlhMt nb VX3.126•X YRd7UCTRttY788D T3' 6 _—_—_� MIN. D T�ER.tAThr, gmenMon{ebsMt N0 p�PCIIP "Ip MOIMCIIp B 2.637 ,SOD'awi maompl w.lEecFlrlf MIN. I'XY X.125'(5) 68806 eB0113M 6801118M 656243M 688511M p 1137 Tribe MUS Am t6-0'23 1 --s------�-----------� 1'X2•X.3T5•(8) 888009 668114M 80811119M 688244M 858512M A 2825 I 1,2E X3.188' 6Y 1'X2TEX.376'(7) 88807 66611SM 6681120M 688246M 866613M 8 3.282 Mun D°b hoJrt O 0,882 X.28E AUm 1 6 ,•X2.7EX.660'(S) 88808 656116M 6851121M B6SZ46M 6%514N 7ubP MM3' 7 D 1.782 ��1�•N 4YNN F,1/1 7j7i 1'X312E X.600'(9) 66637M 6681116M 09811/4M 6BB242M 6LDSISM i I I i 1.2r XaWEX.28S(12) 6689,M6881117M 6681113N 1M BBB616M 1.28'X2.11' A 1,813 AWAIM C ?; 1.28'X211°X.12&`•{tb) �3T0 WA WA WA 86B517M Tube Ai'm i:; Na.5B705 ,. • 1 OFFMCUP NDTES:TOPKEW .725- 777716L �1:-tI 1)HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL.RE97RIC710L79 GLEN ON THIS SHEET. %�A £ 2)SEE SHEETS 620 FOR SUGGESTED,APPRDXOMTE HOLE LOCATIONS&ANCHOR O.C.DISTANM %ACS (;}`•� 3)SEESHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A LTNwl�R;P,E FL P.E.#587Q5 TABLEE �� Mull DLm41 n PGT Pu erQ E 7 (WoeNx) Mullion Std.Clip —U-Clip Angle Clip I I-•-•129 I »)(--.125' -1 F-•125• 2X4•%.25•(16) 56802 586201M 885271M 8585112M ep 2•X5'X.2S(17) 65601 666207M W6272M 6665113M I STANDARDCLP I UdXP WANGLE CSP r 6053.T6ALUM I 608ST6 ALUM r U63-TB ALLPA by 2000' %-SECTION 2.1 %-SECTION 2,000' X-SECPON OC TES 1j HOLES TO SE DRILLED IN TH¢FIELD FOLLOMNG I .125' I .17b' L .125 m OIL@1510NAL RESTRICTIONS GIVEN ON THIS SHEET. 2)SEE SHEETS S2D FORSUGGESTED.APPROXIMATE -L190'-� HOLE LOCATIONS. 1.dS0' 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Ems- y U o8 y �'� CCREAM F4CU 5,000' .379 W U) O 2.000' .376' a6� i '_SEE OETNLF� �7S f 376` r �M�' p --T M2L 6K"4 MIN. .J.1 I --j- __..__ ______------------- Z W1 7 1 I I I I � W i o j a Z 1 I 1 I Q ._I a Loop• - q -�-- --- - �- - 3w3a F . � 3.435' £ }--------i � U.a m � .25P rX1•xa' i I I MULUON 3.436• 1 i a Z3N 60WT6ALUN. .376' N 8 G %-SECTIO! I I I L I 1 fA Z �_ L_______.--------------1 MW W O ______ __J___ _______� WAHDARD CLP "=14M 2%S ANGIE CUP a UR TpP 6p6Yi6ALUM. a 3 AITHI N OF ANCHOR HOLEDUST LE BOTOFVIEUM FOR rXd•ANL / CENTN OF ANCHOR BOUNDARY. LE 60TOPvi WM a .260' SHEEFS5-ED ASHEDBOUNOARY.SEE TOPV6:lV TOPHI, SHEETS HE DARK®BANCHOR NCHOR O C. IOPVEW �¢pO fiNEET55.20 FOR THEANCHOR OC. DISTANCE. 5. FOR MAXIMUM ANCHOR OROLE !{� DISTANCE MAXOIUMANCHORt101E CENTER OFANCHORHOLE MUST L@ DISTANCE MA%eAIAi ANCHOR HOE DIAMETER:ANC,r RdA6£fER•URB'. -__YATIIIN THE DASHEDBWNOMY.SEE - DUWETEN:ANCHOROUMEIERN URO'. SHEETS 520 FOR THEANCHORO.C. - 6.500• OLSTANCE.W1=U1Dr ANCHOR HIDE ._ CRER F-CIA ONMETFR AXCHORDW.EIEIi-R/16'. 6.00P� 2.00P S60P--�1 CREAM F F. .375' I SUDET F. 37S MIN.' £ f'BHEET/ MM. 376' .�_____ __ __. _______- __ _ I I I I R EID .RODUCi.,.iI ft ' I I I jI B,dId51SCo�de iN We FIu13L ' I I ! I I i ASI No1b•O$16.p3 mD4e 4oz) . I 4.688' 260' I I 7Lt 111111y. 5.015'. rxrxRS• I I I I I `S3r, gCFASt•••;`T``i: MUl 101 I I I I •%r 6563.78 ALUM I I I R I _ No.66705 - XSECTION _ R -- --- _______ `-----------I `•lt !/�' I °DC= __� Mme• STANDARDCIPL U-CUP 2X5 ANGLE CLP .260' 6053-TM M USED FOR 7X'TMUWO.SHEL 6083-MTOPVEW TOP VIEW TOPVEW A.LYIL'LE1R,P.E. FL P.E.558705 EXAMPLE I:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS MAII.THE OPENING REQUIRES A DESIGN PRESSURE OF.OM-WAPSF. NOANGIpL9WHEAD 1)WITIALYASSUNING THATA T•WIDE MULLION IS SURAStE,THE MULLION LENGTH IS 72-ANO THE OPFN)NOWOTH IS 37.32".-6P REFERENCMGSHEET 2S.7HE COLUMN USING �- -- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114-ANO WILL MEET OR EXCEED TIE REQUIREDq ,2 DESIGN PRESSURE OF+W4/440 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEM LARGER SIE AVAILABLE, y+i4.S2 NAA: FROMTABLE 3A SHEET 7,THE 1'X 2.7S X.375'MULLION(LENGTHT2;OPENING WPTH a70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE 13.1-583 PSF AND WOULD a i6 NOT BE SUITABLE FOR THIS APPLICATION.RJ FROM TABLE 4A.SHEET B.THE VX 2.76*X.660' WI MULLION(LENGTH a77,OPENING DTH.70yHAS ADESIGN PRESSURE OF H•727 PSF TYH6CH EXCEEDS THE REQUIREMENTSpp>f FOR THE S A' _ OPENING AND MAY BE USED IN THIS APPLICATION.H07E THE ANCHOR CAPACITY REQUIRED OF 638 LBS. HJLLTGR LBt01N ,,/ A 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED PORTHEW4D08UBSTRATL BOTH THE STANDARD CUP WITH(4)112 ANCHORSANDTHE2XS 4 ED OIL...... ANGLE CLIPSMTH 14)012ANCHORS HAVEA CAPACITY OF SAS LBS.THOUGH EITHER ONE COULD BEUSM,THE STANDARD CUP IS EASIER To INSTALL, N W DETAILS, 3)VERIFYTIRE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED WITHTHIS LRJLLJON SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR F'ENESMTION PRODIICTS,WILL Y©r' �LLTS APPLYTOTHE OVERALLA5SEMBLX FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THEMULLIONAND THE FENESTRATION PRODUCT BE RNSTAUEDINACWROANCEWIMt1ff 2'7 INSTALLATION SPECIFIC oNsINTORESPECTiVESUH4TRATE3ANOFENFSTRATTONPRODUCTSTGMRruoN. x Of N I HE ANCHORIS CA TNEDE3IGMPRESSUREREQIIRED WAS-MU PSF.THE OVERALL MUWON SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 630 LBS.ALTERNATNELY, W u3 ' NOAHCAYiS@iW55IDPYeRi T0PSF)XORCPPACITYADAI.OLSS FQRMULACAULD HAVE BEEN USEDTOCALCULATE THEANCHOR CAPA:ITYREOUM FORTHE EXACTOESIGN PRESSURE OF60 PSF: GO _._ (60 PSP)X� �.ET4.9 L69 {AIRY BE USED TO QUALIFY B IO STEEL SCRJEWSFROM TABLE 4e) z THE dA BUILDING SUBSTRATE IS KNOWN TO BE CLD)ON THEMOSAND USESACONCIE7E HREAD,:RAND SILL THEYA NDOW FRAMEDFPTHi IS2,W.TNECPENDLGREGUSE6A DESIGN PRESSURE OF-SOW43D PSP. _�..I Q r •Y FOR tTiE 4ERTICAL NAOLLLONY. 1)INITIALLY ASSUMING THAT A I'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 3TN2'111WANDTHE OPENING WTDTR IS 36•+36'.1`.In REFERENONG SHEET 26, 3 THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR AMULLM THATISATLEAST THE MNDQW FRAME OEM OF 2-&r AND WILL FXWPLE 2:MULTIPLE MUWONS MEET OR EXCEED THE REWIRED DESIGN PRESSUREOF.50.OA55.0 PSF,IF THE TABLE DOES NOT SNOW THE EXACTSUE,USE THE NEXT LARGER SIZE AVAILABLE, W J HA4L FROM TABLE34,SHEET7.THEYXZIVX.376'MULLION(LENOTHI-108;OPENING MOTH-SnWiTSTHE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE tS tlM PSF In, AND WOULD NOTBE SUITABLE FOR THIS APPLICATION, y±Q� FROM TABLE/2A,SHEET t6,THETX 4'X.250`NUWON(tENGTiH-IW OPEMNGWiDTH.MjFMSADESl PRESWREOF.144.7PSFWNLCHE)CCEEDSTHERCQURBVM N SEE FOR THE OPENING AND MAY BE USED IN TMS 0nICVTX3H.HOTS THE ANCHOR CAPACITY REQUIRED OF 971 LBS. �,� MIAMI FEHESTAATION T6 BECAUSE IT ISNOWKNDWN THAT THE MULLION WILL ADDTTOTHE WITH Of THE MULLED UNIT.THEADAMMOPEFRNOWIGINIS3B•.30'.2•�7C.NOT73'ASPREVWUSI.Y DD ` PROCT3 ASSUMED.VERffY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. THE 73'DIMENSION(364EM39vU2.2 173'), ALTERNATIVELY.THE WNOCAYWIDTHS MAY BE REDUCED TO MAINTAIN ArlrnovN.� 2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE IN THIS EKAMPI.E,ASSUME THE POURED yERT„•,i I CONCRETEHFMERAND SILLARES•WIOE IF THE MULLION CUP%VERETO BE CENTEPob WITTUN THES',CARE MUST BETAIENTO MAINTAIN 7HEFASTENERS EDGE DR7ANCc, fAAM�URK;nI �„� 16EE - USING THE STANDARD CUP WITH 46)311V ULTRACONARCHWRSATAN EDGE O''WANCEOF 2.iI'0'iVESANANCHGRCMACTTYOF 1050 USEMUCHiSOREATEKAND LLTRcrH DETAILS. DETAIL 9, THEREFORESUTABLE,FORTHE REQUIRED ANCNORCAPACITYOF 971 LSS A SigL m "Mi FORTHE HOR12OMAL MULAtONS' pFSNno . NR'o BECAUSE THE VERTICAL MULL WILL BE A 7 X P X 23T MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS.ALTERHATIVMY.ANOTHER y, M LHON TYPE COULD m ODUCTREVISED TITHE MULLION LENGTH IS 28'ANDTHE OPENING HEIGHT IS 37.7T.2-IM,REFERENCING SHEET 25,THE COLUMN USMOTRAPEZOVAUIRUNWLAR LOADING MAY BE PLYI MN O°FTvb USED.FROMTASLE 12A.WEETULTHE""2'57MULLION(�LENGTH a47.OPENING HEIGHRT•12nHASADESIGN PRESSURE OF.A-170AP3FWHHICH EXCEEDS THE -,16.021b,Og 'ME REWIREAENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS, pwi-D. Ate( DT:TNl.B. 2)USE TABLE 128 TO FIND THE ANCHOR 7YPE.ANCHOR WANRTYAND CLNPTYPE AEQU FOR TTRECMU 3UBSTlRATB,IR THOSE%AMfRE,ASSUM1ETNEGW,IA}ABSARE B' AY . SNEEfB WIDE,IF THE MULLIONCLPVNFAETO BE CENTERED WITHIN THE S',CARE MUST BE TAK79N TO MNNTARRTHE FASTENERS FDC$DISTANCE.USINOTFE276 ANGLE CUPS WGH Mvm DeA�l4eAid 2J (4)3110•ULTRACONANCHORS ATAN EDGE DISTANCE OF I'GMSANANCHOR CAPACITYOF640LB$WHICIIISGRFATER,AIA THEREFORE SUITABLE,FOR THE REWIRED IIIIIII ANCHOR CAPACTMOF521 LBS. LYill, �W,N z��AA•,HDBL_..._I 4)FOR THE U.CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR `'��C'•�CENS.'�F�� MULRTOtaM AMit61aTN .1.1...E N USUKR6ANCHROR9,YA0CH iSTRREATFR,AND THEREFORE SUITABLE,FWiTHENEQUREDANCHOR CAPAgTYREOULREMEMOF321 LBS. .:�':r•4 C•'•.•� i DPB4HBWIDDIF_YEATXAL. ANCHOR TYPE IS A 612 STEEL SCREW. 5370 FROM MEABDYESTEPILOURMULL10NDESIGNPRESSUREIS .144.7 PSF FROMTHE VERTICALMULLXW. ' .I.1TO.O PSF FROM THEW HORIZONTAL MULLION ATTACHING TOCMU; � 7. f+J .tj w^ THE107FROM 112E 38'HO f :! RIONTAL MULUW ATTAGONGTOTHE VERTCAL MULLION THE LOWEST OESt'GN PRES3LIRE i8 H44.7 PSFANDWTDUIDAPIM.YTOALL CFTHIE MULLIONS. .... .......'C VERIFY THE DEL PRESSURE CFTHEFENESRATIONPRODUCTSUSEDNITH THIS MULLION SYSTEM.THELOVWROESIGNPRESMM.Cf AKRLKWORFENESTRATX)M �'•SS PRODUCTS,WILLAFPLYTO THE OVERALlA6SEM8LY,FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A,LY(.TN MHIEEI�,P.E. ACCORDANCE WITH THE KWALLATKXN SPECIFICATIONS DRORESPECTVE SUBSTRATES AND FENESTRATION PRODUCTS ToMULIJON, FL PEAT oft EXAMPLES OF RECTANGULAR LOADWG• EXAMPLES OF TRAPEZOIDAUTR1AN ULAR LOAAWG: TW �N Y � ` - -4- m 1 1 tr m SH/WI SHDH'- SKID" SH/OH i PIN PW U) N Q Q Q Q I o LU LOADINGOFVEIM LMUU. MULLIONN LOADING OF VERTICAL MULLION I an N SIL OF WINDOWS NOT ANCHORED YM INTERSECTING HOR20NTALMUUIONS DED sao � — I LOADNGOFVERTICALMIJUM ? e�j LOADING OF HORQWdfAL MULLION LOADING OF HORIZONTAL MULLION Z Y PW �j - i Q a o a ya 7Rc IryU PW 9NId1 SXlDFI QU S%MQ 5 E� Q / 88 LOADING OF WSNOT MULLION LGDNGOF SECTIN HORIZONTAL MULLION 6610E WINDOWS NOTANCFIORED NITIi 1NTERSECTNO VFILTX•.AL MULLION j PW 1 LQAONG OF(7)HORIZONTAL MILLIONS LOADING OF HOPoZONTAL MULLION LOAMNO OF HORIZONTAL , _ _ I MUUJON PY' HINGED PW PW I - NOTES: OO DOOR :RI1lT HEVISEO I ocmPlria�x;mdn RaLY ' 1)vRAWING6AFE - DWIdi:a Cade RERESENTATIONS OF TYPICAL Aexryap Nu ,p3 RW CONFIGURATIONS. �• Oete Qfyj)_ pIV CONFIGURATIONS NOTSHOWN MAYBE EXTRAPOLATED FROM D SHOWN. Mom lroducl 1 n I Z)IF THE LOADING TYPE CANNOT \Uy ((vim BEDETERMN ,0 ED,USE � •••••.,,[(F..� RECTANGULAR LOADING. }1��,.'V�CF•d3F'•.ly PW PW / 3 SEE PRODUCTS APPROVAL FOR f No.:4170•': ACTUAL ANCHOR LOCATIONS. - /• LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j [� a / ^�'//]• �/ J' PANLR.OF HINOED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS / t�� G 1 660 '.()'•• ST TE DF f�I }pp..` 1 LOADING OFVERRCAL LOADING OF HORIZONTALA&Npyµ •d.E. MULLION MULLION FL P.E7Aj 68705