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Notice of Acceptance
4 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.miamidnde.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"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, j 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 distribiitors 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 MIAMFDA®UNTY �(�/ JG Expiration Date: April 30,2020 Approval Date: April 30,2015 Page I 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 Entiy 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. FTL-7897,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 DA . 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. anuel Yelez,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(CONTINUED) 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-51h 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. 9-0930.25 Expiration Date: April 30,2020 Approval Date: April 30,2015 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DEbIGN PRESSURE RATING IMPACT RESISTANT VINYL FIXED WINDOW LARGE&SMALLMISSLE VARIES PERGLASSTVPE,SEE IMPACT RESISTANT TABLES 413,SHE 610 1)THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO COMPLYMRH THE MA%.BUCK WIDTH SEE TABI cB 413 REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDNOTHE HIGH VELOCITY MAX BUIc. EE TABLES d-0HURRICANE 20NE(HVHZ} (SHORT OR LONG SIDE) (SNG SIDE)MAK.O.C.SEE 1.2VMAX 2)SHUTTERS RA E NOT REQUIRED WHEN USED IN WINDDORNE DEBRIS REGIONS. J 8-MAX D-SEE O.C.SEETAPI cA d•9 +(�B,60 I' I TABLES 413 SHEETd`- -.T�. L. dPP�'•dti�PIHyMIOItiFOR INSULATED GLASS INSTALLATIONS ABOVE 371N7HE 1A4R.THE OlRB0AR0 SHEET3 _ FNdd. Wlq LITE(CAP)MUSTTEAPERED. _ - DNe 3)FOR MASONRY APPLICATIONS IN MIAMMADE COUNTY.USE ONLYAOAABOADEE AOAB COUNTYAPPROVED MASONRYANCHORS.MATERIALS USED FORANCHOR VISIBLE )TN Ml.mll aNdu EVALWTIONSWERESOUTHERN PINE,ASTM CPO CONCRETEMASUM UMTS AND UGHTWIDTHMNL BIICJG CONCRETE WITH MIN.KSI PER ANCHOR TYPE. TABLEHEIGH443r _—__�__.—____.—_—___. �l TM1GHT.SEE _—_ _—_4)ALL WOOD BUCKS LESS THAN Mir THICK ARE TO BE CONSIDERED t% S(L.NG RINSTALLATIONS.1%WOOD BUCKSAREOPTIONN"ffUNRIS INSTALLED DIRECLYTOGHT SUBSTRATEWOOD BUCKS DEPICTED AS 2%ARE 1"1/TTHICK OR GREATER t%ANO 2% VISIBLEVISIBLEBUCKS(WHEN USED)SHALL BE DESIGNED TOPROPERLYTPANSFEILLDADS TO7HE A U(i1T - A,SEE C LIIGH C.BEE STRUCTUREWOOD BUCK DESIGN AND INSTALLATION ISTHE RESPONSISaMOFTHE HEIGHT SHEETS HETCd(T SNEET4 ENGINEER•(EOR)OR ARCHITECT OF RECORD.(AOR) MAX.BUCK SES)ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR HEIGHT6EE STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. TABLES RINSTALLATION ANCHORSSHOULD BE SEALED.OVERALL SEAUNGIFLASHING MAX OA LUL%.O.C. SHORT WOE)STRATEGYFORWATERRESISTANCE OF INSTALLATION SHALT.BE DONE BY OTHERS SEE TABLESAND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS" 4.133 SEE6)MAX 1/4•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT' 1 _..... T'�'¢B ............. }N � ulo0 O a IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLEOFTRANSFERRING APPLIED I I I f _ LLyy p K LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLYANCHORED TO RESIST B --J 8•MAX-+1 �"�' D�- 125-MHC T^ j Irl LXj '+ O LOADS IMPOSED ON THEM BY THE WBIDOW. Ore LB TYP.EQUAL-LEGIBOX 8 TYP.INTEGRAL FIN&J-CHANNEL Z LL \3 7)DESIGN PRESSURES: FRAME(90'CORNERS) °. A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLETEST PRESSURE.FRAME FLANGE FRAME(90'CORNE� GD GD X- ANALYSIS ANDGLassPERASTME13DD. (ANCHORED THROUGH NAIL FIN) t26'MAX �uUZI �0 ` o B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAU CYCLE > Oy Z TEST PRESSURE.FRAME ANALYSIS AND OL46SS PERASTMEI300. 8'MAX+� �- O O �Z aZ 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTHE ._S—MAJy6BLE � ZVANDLQADS CORRESPONDING TOTHE REWIRED DESIGN PRESSURE THE 31113%STRESS INCREASE HAS NOT BEEN USED N TILE DESIGNOF THIS PRODUCETHE 1A D.Q Lu LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF ANCHORS INTO WOOD. SEE TAS S TSEE tl Iaa�ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMLAR MATERIALS SHALL MEET 4134.0THE REQUIREMENTS OF THE FLORIDA BU30IN0 CODE FOR CORROSION RESISTANCE N 0)METAL SUBSTRATE TO MEET Mw.STRENGTH ANO THICKNESS REQLARFNENTS PER MAK O.C. T G ~ ZCURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BYTHENFTHORTrYHAANG / SEE TABLES / VISIBLEZ °L°NRISDICTION. VISIBLE 4.13LIGHT LIGHT ---HEIGHT } MAIL BUCK / HEIGHT R10)REFERENCEB:TEST REPORTS FTL•7897:ELCOULTRACON NON ELCO CRETIEFLEX NOM:ELCOAGGRE-GATORNOA:ROYALVANOOWAND DOOR PROFILES,LTO WHITES HEIGHT.SEE LO ZLU 3BRONZEA)GHTER SHADES OF CAP COATED PVC E%TRUStON NOAS:NATIONAL DESIGN EIGHT,SE TABLE54-SSC7 0.NEIBLE SEESPECIFICATIONFOR WOOD CONSTRUCTION,ANSYAF6PAN0.9 MAIUMINUM DESIGN TABLES qg HORT I HMI'a+a•°u.5MANUAL (LONG OR10LE SHORf SIDE)V SIBLE _..11)PVH AND 80 INTERLAYERS MANUFACTURED BY EJ.DUPONT DENEMOURS B CO.,INC. 1 LIGHTWIDTN BHD IDE) WIDTH . LYNNAKAKURARAYAMSWA,INC. ...MAIL .._ _�GENERAL NOTES_.._W_.—.t �( I1ZELEVATIONS__,_._._.�.___.1 - I SMAX 11S _.jSEETABLEs o-B -^I 1�--125-MAK N0.SB705�IMAXAR �FRAME ONS ANCHOR _2 VISIBLE LIGHT FORMULAS 111"'��� sEE rABLE9 ai3 SEE TABLES4"BINSTALLATION,FLANOE6 WIDTH:BUCK WIDTH-4.'16' MAX BUCK WIDTH SEE TABLES 4-13 LONG SIDE) ���•'•, STAi OF [(3�: EGUU LEO _.-____G HEIGRIT:BUCKIIEIGHT-4-3MW (SHORTORLONGSIOE) TYP,INTEGRAL FIN& "n'• F 'tom; wSTALLAT1DN,INTEDRM Fw 6 TYP.EQUAL-LEGIBOX& F'•..�oRIDt,:'G�`, 3dHIWNEL._._._�_�I J-CHANNEL FRAME(CURVED OR GLAZING DETAILb..__._.._.__6 FLANGE FRAME(CURVED ANGLED CORNERS) DESIGN PRESSURES_.__-_...610 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) BOM S ASSEMBLY.._...._.11 ALYNN MLLER PE v.E�snos TABLE 1: Table WINDOW FRAMES MAY BE ANY OFTHOSE SHOWN BELOW: G- Description TyY 7 71W Laminated LG.:11W A Exterior Cap+7/16•Ab Space+5118'Lamin00'Laminated;(2)IJIM of A Glass With.0PVB Interlayer 4 ���D 6 716'Lemineled LG.:116'T Exterior Cap+7116'Air Space+51165 Laminated;(2)Vise d 716'A Glass with.0901 PVS Inledayer 5 ryP.HEAT STRENGTHENED S 718'Laminated LG.:3116•A Exterior Cap YW AY Space+5116'Laminated;(2)Utm d 718•A Glass Win.090"PVB Interlayer 8 T=TEMPERED 'PVB'-.QW PYS INTERLAYERBOXOR 10 7/8•Laminated I.G.:3119'T Exterior Cap+301-AV Space+Sri Jr Laminated;(2)Utes of 118'A Glass with.090'PVR Inledeyer 6 'SW-4001 SEN1RYGLA4 EOM 11 V Laminated I.O.:118'T Exterbr Cap+7/1 V Alr Space Laminated;(2)Lites d 3116'A Glass Wth.090"PVB kdedayer 7 a17ERUYER FLANGE LEG 12 1'Laminated LG.:3116'A ExtsdOr Cep+316'Air Space+7/16-lamtnaled;(2)Utes of311tF A Glass with.0801 PV81nte•.Iayer 8 13 1'LaminatedLG.:3116'T ExledW Cql+318'Atr Space+7/16'Laminated;(2)LHea d 3116'A Glass wlih.090'PVB Merlayer 8 - 14 V Leminaled LO.:311W A Extedor Cap+316•Airspace+7116'LaMnaled;(2)Utee 013'18'A Glee.with.090'SG Interlayer 10 15 1'Laminated IO.:31187 T Exlerlor Cap+310•All space+7116•Lamimted;(2)LOea d3176'A Glass w9h.090•SO IMedayer 17 'GLASS TYPES 74TNROlMJt 70 I.Laminaled L0.:11>r T ExtedIX Cap+71161 Alf Space+7/10'LarMnaled;(2)UIP 43110'H Glass wilb.OB0•SO Wedeyer. 12 tr MAY NOT RK EGRA L( INFRA EL ORINTEGWM1 17 1'Leminated LG.:3118•T Exterior Cap+318'All 9paoe+7/16'Lrxnimted;R)lhr d 3118'H Glass vef1.080'SG Intadayer 13 •FIrT FRAMES. TABLE 2 ANCHORS INSTALLED 7RR000N FRAME •MN.OF 3THREADS Group Anchor Substrate MIn.Ed9c MIR. BEYONDTHEMETAL P Distance Embedmenr SUBSTRATE FOR P.T, out m e - B 1 STEELSTUMMW J-CHANNEL INTEGRAL 010 SMS Steel,A38' 318' 0.050• Fu-45 KSL _ Fm (steel,1889.S. Steel Stud,ABW Or.33' 316' 0.0451•(16Ga.) -UNGROUTEDOwl- A IX 410 S.S.) Aluminum.11131e• 0.050' VALUES MAY BE USED FOR GROUTED P.T.SoWlern Pine(SG=0.55) 7116' 1.118- CMU (CATIONS --- 3116'steelUltraoon Conerefe(mm.285ks9 1- 1.316' UngroutedU, STM C-90) 2-,IZ- 7.1(4' Y,2 SMS P.T.Soull em PIM(sG=0.55) 9116' l,S6s.s. Steel.A35' 3' 0.050' B (Steel IX 41I"S Steel Stud.A653 Or.33' 316' 0.0451'(18 Ga) ALL ARCHITECTURAL WINDOW SHAPES OUAUFIED,COMMON EXAMPLES SHOWN,NSCR18ETHE SHAPE IN A BLOCK(SEE EXAMPLES Aluminum,6083.7!7 0.083' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 413,SHEETS 01Q General (arm 285 kat) 1' 1314' LONG_ LONG LONG SHORT C, 114.feel UOraeon UngOuted CMU,(ASTM F90) 2-,12' 1-1/4' F' SIDE SLOE Fes-SIDE SIDE L-- - 114'steelcretecex Concrete(mIrL3.35ks 1• 1-JV4• 1141 steel Unrecon P.T.Southern Pine(BG=0.55) 1. 1318' � 114•steel Cretelex LAlpmmun al F(ASTM 0.00) -1141 gy P.T.SOuthem Plna(SO=0.65) 1' 1318' 1 1l4'eled P.T.SOUInm Piw(SG=0.65) 1' ,1318' 1 t3 4PP1.resueoept)4seW fill D LONG LONG LONG LONA (OND i Roden IJNa AgprDO.fIX Grouted CMU,(ASTM C-90) 2' z IF $IOE -") L"' SIDE -'7 F"- BIDE +i SIDE "•t L'r'SLOE --I 14•steel UilrecIXl Cumrde(min.265 kIII) 2.1rr ,314• T r--- -�•A- - 14, te 0919 ez Concrete min.3.35kst 2-1/2' 131I4aleelA reGator Concrete(mkt.3276Kai 1-1/2•ABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN I 1 1 I ) T Group Anchor Substrate MIn.FA9. MIn. �,\gi LYNN E rl�i 014r1w Embedment / E '2.1YC x.131'Carman fb0 P.T.Salahem Pm(SG=.56) 318' 2-7116' �LOF1d3S''•;EP��� 2-11z RIM4heN(ROdrG Nex P.T.BaAhem Pim(SG=.6'5) 316' 2-7/1(' =*:• No.58705 P.T.Sculbem Pion MG-.65) irz 1318• E VINYL FIXED WINDOW NOA(L.MBSM) 919714 010 Tms.heed SMS Al Ili W83-75. 318• 0.050• q (sleet.163 S.S. 6leel Stud.6c 73' yz a0d51•(le Ge.) GLASSJANCHORSIFRAME OPTIONS A JROSOWBKI ':�!L• s7d IX 4108.6.) y8" 0.0557 R F Md.A36' a �° P.T.8a4ha11 Fire(S*.55) 9116' 9 1316' r F -'�("`•'•• ORIO�:'G�=: 912 SM 'MIN.OF37MRFAD9 CERi.OF AUM Ft42se • ��'i sSy �N. Alumuum.60113-T5• 318' D.083' BEYOND THE METAL 1070 TECHNOLOGY DRIVE I; r ONAL 1 (91-4 198 S.R. St 14 Siad,Or.1X1' 316' Mow SUBSTRATE FOR - '1111111111 IX4lDS.S.) BFEELSTUDS.MN N.VENICE,FL 34275 _ A.LYNNMRLMPE. steel A3tY 318' 0.050' Fu45KSL (941)-080.1800 PW-6520 NTS 20F 11 -$ MD-5520.0 $ PBA60ie5 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 CGNCRETFJCW aUCKSTRIP INTo,C0NCR EIEIChu OPTION 1 EMBEDMENT SEE NOTE%THIS SHEET. FRAMEINT02XWOWW EDGE DISTANCE VV MAX to MAXEMBEDMENT FRAMEORBUCKSTRIP. BNIM 4 SHIM 1 :. SEE NOTE 2.THlSSHEET- FLANGE(7 C EMBEDMENT DISTANCE EDGE 1j—� S DISTANCE FRAME j I l �Ia MAX Tn.ANCHORTVPE. rTHIxL.G. TYP.ANCHGRTYPE. 2 EMBEDMENT AND EDGE " /(G� j(L •• eHpN ... _._._r -Ji ]. EDGEEMBEOMENTAND DISTANCE PER TYP.ANCHORTYPE. DISTANCE PER .. EMBEPMENTAND 2.STRAFE -.:,.. - SUBSTRATE.SFE SEE TABLE 2,SHEET 2. ••. ... EDGE DISTANCE PER ••. .. '• � TABLE ZSHEET Z SUBSTRATE,SEE S TABLE2.SHEET2. U 7A7 THIGC LEL IN I',- FLANGE VX WOR YISIBLELEWWRYTH---r� FRAME n_ T 'EQUAL- --7ATTHTCKLG, NOTES. SHOWN V LFE E__ BUCKVYB}TH SHOWN 1I USE ONLY TABLE TE-T Z FOLLOW EMBEDMENT OLLEANCHORS AND L---LISTEDDOE DISTANCE LIMITS.ANNINSTALLATION HORIZONTAL SECTION A-A OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW, WMEAPPiOVED MULUON,FBC COMPLIANTALUMINUWMM FRAMINOOR STEEL STUD. I 2)MASONRY ANCHORS MAY BE USED INTO WOOD ASMAY BE VEFOICALORHORIZONTAL SEE SUBSTRATEPROPERTIE9 TABLE 3,SH E2. Lit VISIBLE 2.ALL WOODBUCKS LESS THAN BUCK LIGHT i-IT2•THICKARETOBECONMMIEDIX ta'MAX_ HEIGHT INSTALLATIONS.IXNOOD BUCKSARE OPTIONAL IF SHIN t�E70kiT UNITSINS7ALLED DTRECAYTO&UBSTRATE.WOOD 010ORN12STEEL � 11Y NAX SHIM BUCKS DEPICTED AS 2X ARE 1.17THICK OR WE(Gal SEE GREATER.IX AND 2X BUCKS DYHEN USED)SHALL BE TABLE Z SHEET 2. G DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATKHl ISTHE RESPONSI80.RYOFTHE .. ENGINEER OR ARCHITECT OF REMiD. S)VISIBLE UGHY WIDTH OR HEIGHT(ALSO REFERRED 70ASDAYUGHTOPENING)ISMEASURED FROM _ I'THICK I% BEADINOTO BEADING. FLANGE EQUALALEGAOX APmorNw NmP@Io2MPa Mn aidtnS .. SHOWN FRAME •11919. TYP.ANCHORTYPE, SHOWN 21OAo 5 EXTERIOR .O _ EDGEDIMENTAEPER ��O EXTERIOR a Pmdutt 4 SUBSTRATE-SEE INSTALLATION INSTALLATION EQUAL, TABLE 2.SHEET1 LEO BOX OPTION OPTION THROUGH SH OWN _ _ �Nd'MAX BMM AFRAME INTO METAL FRAMEINOTDDMETAL .\\'GREY LYNN 4li+`h u .. ��t1�N•L\CENSE•``ic'A • - •. .. a NO.58706 -' I 0 VINYL FIXED WINDOW NOA(LM&SM) 9MI14 E g '- VISIBLE LIGHT FORMULAS x FLANGE&EQUAL-LEGIBOX FRAMES J ROE OWSKI INSTALLATION -'- - f . • • WIVTR OPTION HEIGHFBUCKHEIGHT-4.1M 8 ANCHORED THROUGH ® �y ��i�(•C'•� :SF<OTREIDa.•' \'?T�T/�= EDGE DISTANCE CERT.OP AUTH.MzfRBS `��fs' NC9„ FRAME DIRECTLY INTO VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE 'ff,IdhtAl. •�`� CONCRETEICMU. ^—._ N.VENICE,FL 34275 +rlinnil (941)•480.1800 D PW-5520 14 NTS 3 O II z MD-5620.0 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION_ OPTION 8 OPTION 5 INSTALLATION OPTION U4"MAKSHUA - ANCHORED THROUGHDITEGRALFIN ANCHOREDTHROUGH 174'MA%.SHIM FRAME INTO2XWOW } ).—EDGEDISTANCE ANCHORED THROUGH EMBEDMENT FRAMEORSUCKSTWP,EE£ INTO W000 FRAME OR BOCKSTR6. WT SOCIAL FIN INTO 2XWOOD F,A{gEOMENf T {) NOTEI,THISSttEET, SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I( `j NOTE 2 THIS SHEET. 1 9 _�. EIDE DISTANCE EDGE DISTANCE /CHANNEL til FRAME ' SNOWN [I O { /'THICK LO. EMBEDMENT 1 �114'NAK SHIM TYP.ANDHORTAND EMSETANCE AND TYP,ANCNORTYPE, EDGE DISTANCE PER Tm+ EMBEDMENT AND EDGE "'--- SUBS IL SHIE SEE .. .... ..... B SEETADISTANCEPER SUESTRATE, TABS REWSHO )) INTEGRAL EMBEDMENTHORTYiEDGE OSEE TABLE 3.SH£ET2. (NAIL SHOW'F!) D I TV THICK l0. 0 FRAME DISTANCE PER SUBSTRATE, JOCAN t QU—M0 I --- WSJ5LE LtGCff W DTH .� 7 sHowN ?AB 2. FRAME Tfb'THlCKL0. NOTES: SHOWN BUCK W DTH 1)USE ANCHONYSTUEBDSHORIZONTAL SECTION C_-_C FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FOC COMPLIANTAWMINtUMEEL FRAMING OR STEEL STUD, BE USED ONANY SIDE Of THE WINDOW. hl= SEE SUBSTRATE PROPER TABLES 2&3,$MEET2 2)MASONRY ANCHORS MAY BE USED INTO WOOD I VISIBLE AS PER TABLE 2.SHEET2.ALLWOOD SUCKS LESS 6UCK THAN I-IWTHICKARETORE CONSIDERED IX LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL FIEIOHT HEIGHT IF UNIT M INSTALLED DIRECTLYTO SUBSTRATE. RLOORMI2SIEEL 114'MAX. WOOD BUCK$DEPICTEO AS 2XARE 1•ITITH(CKSMS(GSL SEE SHIM OR GREATER.IX AND 2X SUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLYTRANSFERSHEET2, LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECTOFRECORD.3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERREDTDASDAYLIGHT OPENE1"THK:KI.O. MEASURED FROM BEAODbTO BEADINRN ANDIOR' '•PhFLANGEMAYBE Ro MM REMOVED IN-HELD m .EX F.RfOR, 5'w' - EXTERIOR TYP.ANCHORTYF'E,ENBEONENT' ("( _...... .. p `3 AND EDGE DISTANCE PERSUBSTRATE,SEE TABLES.SHEET 2. INTEDRA (SCREW EHE INSTALLATION OPTION 7 INSTALLATION OPTION 8 flN IWIAA(. INSTALLATION THROUGH THE INTEGRAFIN, , IN5TMAATIONTHR000HTHOFRANE, tII11f 111ft r S E _ SHIN INTOMETAL,SEETABLE3,SHEET2 NTOMSTAL,WE TABLE2 SHEET 2. X11 '(LYN1V 11' INSTALLATION OPTION 5 I VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 *° No.58706 ''k ANCHORED THROUGH _ INTEGRAL FIN INTO 2X 8 DOD FRAME OR VISIBLE LIGHT FORMULAS g J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI BUCKSTRIP.SEENOTE2 •- t s��:'�� THIS SHEET. EMBEDMENT WIDTH:BUCK WIDTH•4aH0' POT b- 0:, STA EG ly. HEIOHT:BUCK HEIGHT•4a71B' CERT.�AUTH.f20288 rcg � l� '20RLDP.�'���: VERTICAL SECTION D-D 1070 TECHNOLOGY DRIVE i SSjOA{A4ti ` N.VENICE,FL 34275 1 ,,1-1" (941)•480.1800 y PW-5520 „ NTS 40F11 € MD•5520.0 .$ &LYNNMIU P.L -�I 71mr,N718"NOM. -►I 7B'NOM. NB'NOAL SI,B'AIA PVB .-_- 5110'AIA PVB I 5/18'AIA PVB I 8118'A/A PVB 7/18'AIRSPACE 7N8'AIRSPACE 3/8'AIRSPACE 3/8'AIRSPACE +rn�,rmlma Nit•¢ untw FtodJq Iu161" 1/8'A GLASS 1/8•T GLASS 3/18'A GLASS 3118'T GLASS ume C�CLj�x� , ]Do EROAI aE%TERIOR < EMXT fUOO �lE Ri9il NOAY10MeP'mdl9 DURASEAL, DURASEAL, DURASEAL, DURASEAL, Ta SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER J OR CARDINAL SPACER OR CARDINALSPACER, GLASS TYPE 7 GLASS TYPE S GLASS TYPE 8 GLASS TYPE 10 r-,•NDM� r,•NVSL--i I�,•ND¢L-`1 i~YNOM-�•{ a 1 7/10'AIAPVB 7116'AIA PVS 7116"AM PVB 7/,8'AIASG o W o o 7/10'AIRSPACE318"AIRSPACE - 318'AIR SPACE 31V AIR SPACE 1/8"T GLASS 3118'A GLASS ' 3/16'TT GLASS 3/10"A GLASS--- aEXTERXXi C]EXIERIOR <�j�RIOR <r-LEX R� Z� u3 a! d� DURASEAL, DURASEAL, DURASEAL, DURASEAL, U V X SUPERSPACER SUPERSPACER SUPERSPACER— SUP ERSPACER Z m O vyJ sia OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER o 2 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 8 i a ' z o e i _ Imo-1•NOM� _ �7•NOML-� I-�-PNOAL.-�{ 3 �. F I I I �` pWx p aZa+s 7118'AIA SG 7/16•.H/H SG 7/18'HIHSG E]#OR 318"AIR SPACE 7/18"AIR SPACE 3/8"AIR SPACE OM.GUSS Z3118'T GLASSi/8"T GLASS 3170"T GLASS 75 70 �'GIEXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL ; 4SUPERSPACER SUPERSPACER— SU'ERSPACER ^ tORCARDINAL SPACER OR CARDINALSPACER OR CARDINAL SPACERII , ,�"GLASS TYPE 15 GLASSTYPE16 GLASS TYPE 17 76 No.58705 GLAMN0 NOTES: DU18S TYPE91t7RROU[8i •• •••,r� �.0�'.. A•'ANNEA ED 17 NNY NQT SE USED WITH '.lCs•••.tORIUP.:'G��: 7P=HEATSTRENGTHENED I,-CHAN ELORWMGuL TYP.GLAZING DETAIL ''',S/OAIAL Ea•`� -TEMPERED�� SRN FRAMES ''t tl111 tit" •SO••.090"SENTRYGLAS ALYNI MLLER,PE. PEIt¢T¢¢ Sidi sMe �� ++ (� + ��� u � m y _ 0 f. g N g b am � a 9 � mr �> �o ul z a fit 23 1tip I TP5 P 3 0��A � o a� .Qc . 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 •S• � P.O.BOX 1529 ^ y NONOMf$F134274x F S �, zY ceKccenuni.kxvtee (941}48D-1000 �s I, "'�` VINYL FIXED WINDOW NOA(LMBSM) 919/14 DESIGN PRESSURE TABLES A kJ ROSOWSlCI � PW-S520 NTS al 6OF11 Mf>,5520.0 TABLE It Window Design Pressure,(0.pal) IN.ft 165n 3116"A Cap-AI ace-6116'AIA with PVB lama 0610 3/6'TCQ -AI aoe-5116°A/A with PVB Tip. TABLE DIMENSIONS MAYBE IMS Leng Sid.(In) ORIENTED VERTICALLY OR Dimedaro SO,em 64 1 SB 68 70 1 74 77 SO 84 87 92 97 99 HORIZONTALLY AS SHOWN. I 32 4150 +/a 41.50 050 NSD 1 1150 +1.60 +}50 +1-60 11-60 4450 0� +150 LONG PPa.,,aommpIft ea 34 1150 4150 41-60 44.60 4150 0.50 +150 +1.60 +}50 11.60 050 N-W 0- �-LONG SIDE d sroE o a1.s 5 38 ./-W 450 .150 ./a 44SO 44-ED +150 +}60 +/50 11-60 +/-EO 414n +150 r I NDA. 35 NSD +7.50 .}5D 11.60 1150 Nd0 +150 +I-So +}50 N-6D 415w 41-EO 1 Mr. rma.a 40 0.60 +150 +1.60 .ISD 450 4150 0.60 41.60 +1.50 1150 450 SHORT M 910E I 42 1150 +150 +1-60 0.50 +/a N-W 1150 +1-50 +/50 0.50 LDl� SLOE _ 44 +150 +/50 +/-So 41-GD 11.50 41.60 1150 1150 1150 48 1150 +/-50 +/•EO W-60 1150 41-® 1150 +1.50 rr 48 4450 493' +/SO W-60 0.60 +1.50 050 . Go +1-50 +1.50 +/50 4/-5D /-so 41-M �-LONG SIDE 62 +150 4}50. +f•6D 0.50 NSD MAX O.CSPAONGIFANCHORNG WXO.CSPAONGIFANGIORING I 6 64 11.50 4}W 4}50 ./50 THROUGHTREFRAnEPERSHUCS384 TFIXOUSHTHEVTEGMLfIN PfRSHEE74 9110Rf pp LONG 68 +150 +1.60 .}60 APPt16T(A TJUIIE ZI NORS APWSSTOEOAF ANCNORS' SIDE SIDE P. F= 66 1150 +1.60 (3[ETAS{E ZI (SEETAmE 3) LS lVFOREANOIORS,4'FORFANONNn z 80.928 0.50 N n .IW o J SHORT 0 TABLET: _1 SIDE Z EL �J •� Window Design Pressure,(+I-psf) _ _ u..eene. w INL I.,taws co 118'TCap-AI eoe-7/16'A/AwithPVB Troy. �'- mo to a wRlmw Lura Bide on) n O 2 m mAa OlmWeron. 60,828 94 65 68 70 74 77 80 04 BT 92 97 99 - Z'a Z y 32 N-70 44.70 +}70 41-70 0.70 11.70 +}70 1170 +1-70 +J-70 +1-70 N-70 '.1.70 p W 34 11.70 +1•70 H•70 +1-70 .41.70 t/•TO +1•70 +1.70 0.70 +1.70 .}TO +1.70 +1.70 - _ n 30 41.70 41-70 41.70 +/-TO +1-70 +/-70 41.70 W-70 +1.70 +1.70 +1.70 +170 41.70 ®g Q ~ 38. 4/-7D +/•70 +1.70 N-To 070 1170 0.70 41.70 +1.70 +1.70 +1.70 +1.70 2 40 N•7D il•70 +F70 +I-70 +170 +/•70 +1.70 070 0.70 - N-70 +1.70 � � N = V 42 4/.10 41.70 +/-70 +}70 0.70 0.70 0.70 4170 0•A +1.70 W� 44 0-70 4/-70 +1.70 +}TD 0.70 11.70 41-70 +/•7D 0.70 J (L b 46 1 4170 1 41-70 41-70 41.70 0.70 41-70 0-70 .1.70 LL ZW ,TS 46 +170 41.70 0-70 +1-70 0.70 0-70 41•70 uF Z 50 4/•70' 41.70 +1.70 +/•70 0.70 +1.70j LU 52 41.70 N-70 N-70 +1.70 +1.70 A1A%.00 mAGNGIi ANCHORINGAWL.OL SPAONG 9 ARCHORNG 411"«a !•3 7HR000I7HL fRAREPf(ISMEfl53Pt1 THRORGHTWINTEGIMB PDISMET4 W 0.70 41.70 41-70 0.70 APPIIESTO%CCROANGIORL APPU570FIWOIORS ••.�\\\\Y LYNN ffI�' 68 +!•70 4/-70 +l•7o ISEETANE7) ISEETANE3) 58 0.70 41.70 NOTES: \..' \CENSE'•.�F,9%` 60.928 +1-701W 1)BUCK DIMENSIONS SHOWN. 21 FOR SIZES NOT SHOWN,ROUND UPT07HE - ND.58705 NEXT AVAILABLE SNORT OR LONG DIMENSION. 3)FOR ARCNRECTURAL WINDOWS(SEE SHEET 2). p:�-N•"t3�jS;'Et/, FIND THE SMALLEST SQUARE WNAOWSDEIN Oma•.•• 6 TEO !V. THE TABLETS)ABOVE WHICH TH , NRA WINDOW WILL COMPLETELY FRERMIHi(1� '•FLORID;. �: '��Sp'• G�: A LYNN MR1ER,PE PEA58705 TABLE 9. Window Design Pressure,(+I-ps f) I Hk6LammDwuHP 12 3/16'A Cep-Allspaee-7116"AIA will PVB Typo: TTT window LHHXI 81tls O6 TABLE DIMENSIONS MAY BE } Dlnwlom 69,648 71 73 76 78 BD BO 88 89 92 88 89 ORIENTED VERTICALLYOR 32 +1-70 +1-0 +1-70 41.70 41.70 41.70 H•TO H-0 4/-0 41.70 41.70 N-70 HORIZONTALLY AS SHOWN. 34 +-0 +1.70 41-0 41.70 +1.70 N-70 +P70 0.70 N-0 41.0 N-70 41-70 LONG 36 +1-0 41-70 4FTO 41•70 H-0 +1.70 N-70 0.70 N•0 41-0 0.0 41-70 SIDE APP.°d+444 Imawa q1-. r-LONG SIDE p Fbm d C 0 41-70 rF0 41-70 +1.70 41-0 N70 r/•70 0-0 H-70 th70 4!•0 N•0 r P N O rj 40 +1-0 +1.0 +1.0 4f-0 N-0 N-70 N-70 0-70 t!•0 N-70 H-70 N-70 MIEN d°Prplen 42 11-70 r1-T0 +/-70 41.0 4/-70 H-0 H-0 +/-70 .41x0 N•70 al•89.0 -1.6&7 SHORT SIDE fry•• 44 41-0 x1-70 H•0 a!•0 4/-70 0.70 N•0 11.70 41.70 11•89.8 10.64/ 1163.7 L' 610E - 49 +1.70 --0 x1-70 +1-0 41-70 +!•70 a1-70 +1-70 N69.9 1167.4 4!•838 N61.7 e 43 +1-70 +1-0 +/•70 11-0 +1-70: 41-0 N-0 0-70 41.87.8 11640 4/-61.9 41.847 80 +1-70 +-70 41.70 H-70 41.70 il•70 t/646 tl646 N649 1!634 x1-09.9 ' 62 +-0 +1-70 +FO 41.0 41.0 •H•70 H67,8 41.649 4/64.2 1!61.6 �+-LONOSIOE 64 +1-70 +1-70 41-0 4/-0 t/-0 'N-0 +1642 N643 41626 - 68 +1-70 41-70 +1-70 +1-0 41•70 4169.2 41-64 af63.e SHORT LONG IDE 67 tl-0 +1-70 +1-70 H-0 N69.8 41641 1164 SIS SIDE 60 4/-0 +/-70 +/•70 4169,7 N67 0643 N •.a AS4k O.GSPACIN6IFANCIOPoNG MA%.O.0 SPAOHG 6ANO�0.1N6 O 62 rWO +l•0 41649 4/67.8 1165.2 THHROUGHTREFM/hPa16HFETi344 1HA000HI7NE RIIEGML FINPERSIM4 ON fA o 64 if•0 11-0 1!649 41643 AEpl1ESTOB,CORDAWNM APPGESTD F ANCHORS --- i�j A "0a 0 N 68 +1649 N6B.9 1/647 - N 68 +/66A H67A (SFE 2) (SEE TAM 9) Sgt O 69.649 N67.1 - z �U XN TABLE4 O 2 .� U wmbldheq Window Design Pressure,(+A psQ 1aGw a .5 o Y 3116"TCop-Airspace-7116"AIAwdh PVB 7yPG 13 �z ILz -J window Lfn9 Bids M) O �' D.W. 69.649 71 7J` 76 70 60 86 Be S9 92 96 99 .. z to..°Op 32 +1-0 41-70 0-70 0.70 N•0 +1.70 41.70 0.70 0.70 N-70 +1.70 41.0 34 +-0 4 70 41-70 a/•70 +1.70 44 +1.70 41 N-70 Na0 -1 41.70 z K 36 +-0 4/-70 41-70 -N-70 -1.70 H-70 41.0 41.70 N-70 H•0 41-70 H-70 ?� z 38 +1-70 +1-70 x1-70 41.70 +1-0 N-70 N•0 N•70 N•0 41-70. 11-70- +1.70 K 40 41-70 41-70 41-0 +PTO 41.70 -44.10 H-0 41-70 41-0 41.0 41-70 41.70. a. 42 +1-70 4l-70 +1-0 N-70 H-70 +1-70 N-0 a1•70 H•0 H-0 fJ-0 N-0 LL z 44 +!•0 +/•70 W-70 4/-70 41-TO 41-70 H-70 4!•0 4/.70 +/-70 +1-70 +1-70 Z V) �y 48 +/-0 +1.70 41-0 41.70 .1.70 0-70 +/-0 4140 4/-0 H•70 t/-70 4168,s - _ > O A 0 48 +/•70 +-0 4-70 41.70 0-70 -1-70 ±70 +/•0 0.70 N•70 41648 +!643 MPl 41-70 0-70 H 62 41.0 41.0 *1-70 41.70 N•0 +l•0 N•70 +1-70 41.70 %646 +1646 ���44TpN't LYNN 1 LP 64 +140 41.0 41-0 N-0 0-70 N-70H-0 N-TD +1686 jBUOR DIMEN810N99XOWN. �� f`•.P w +1.70 +!•0 N-0 t/-0 4/-0 N-70 N-TO 41 7r' NO.68106 •'*" 67 +1.0 0.0 14.70 41.0 N•70 +/-70 1/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - s0 +PTO +1.0 +1-0 N•70 N•70 4f-70 •O - 82 41-70 +/•0 ♦/-0 4!•70 H-70 M4k O.GSPACN06ANQ10NN0 MAX O.G SPAONGIFANOIOPoHG 31 FOR ARCHRECTURAL WOJDOW3(9EE SHEET2), �� E 7HR000HTHEFRAMEPERSHEMall,4 TWOUGHTHENTf19MLANFER SN[Ei4 FIND THE SMALLESTSWAREw7NDOW SIZE IN O ST E 64 +-70 +!•TO - 4/-/0 1!•70 THE TABLE(e)ASOVE WHICH THE ARCHITECTURAL �'��•'FLORIO>,•. \?�` APPUESOB,CORDANCHORS APPUESTOFAKM- VANDOWYRLLCOMPLETELYFITWnHIN. 66 +1.70 !LTD +1,70 (METARLE2I (SEET"1131 ��`5/•••••••••G"_��, se aF7a 41-70 L46^ 3P 69.649 +1.70 1 A.LYNNMILIE4PP. PEf 68164 1 TABLE 10; Window Design Pressure,(+I•paQ Umt" to mss 14 3/1 W A Cep-Al m"ce-7116'A/A wilh SG TIP. WIndM LaO 010°0°) TABLE DIMENSIONS MAY BE DLn4nslon4 80.649 71 73 76 7e 00 86 06 09 02 00 89 ORIENTED VERTICALLY OR 32 +601-110 +851-110 +601-110 +801-110 +801410 .801.110 +801410 +8N-110 +BN-110 +801.110 +001.110 +8d•110 HORRONTALLY AS SHOWN. 34 +AW410 +801.110 +801.110 +801410 +801-110 4BW-110 +1101110 +801.110 +8W-110 .B01-f09A +BW-108.3 +901-107.6 LONG Ind �p4q,aM10 LK 36 +601-110 +801.110 +806110 +601.110 +001.108.6 +80110119 +801.100.6 460/-100.6 +8.103.5 +801.104.7 +601.1016 +801102.8 SIDE 9md PI41 C F 38 46W1D9.7 +BW1089 +801-107.8 +801-IKS +801105.6 4&•104.6 +801702.7 4801.102A +W-1011A +BW-100.6 +801-89A +8W-M.7 �-LONG SIDE �' I 1we 40 +1101-106.3 +8W1086 46W104A +6&-103.3 4601.101.6 +601.101 ,801.96.1 +801.987 +601-7.7 4801-98.8 +801.95.7 +BWA6 r L iu 'rM.a In 42 +W61013 +6011026 +OW-11013 4011-100.2 +011.988 +001.97.9 +1107-6e .601-88 +001-948 4801-93.8 49W-92.4 41101.90.7 SHORT 11 SIDE 44 4801.100.7 +BW99.8 +801.996 4011.97.5 4801.96 +601.93 .801-29 4WI.926 a651-91.5 +801-90.4 4eW-81.1 +801.8/.7 � SHORT 46 +801.99.4 +801-97.6 .801.98.2 +801.96 +801-914 +801.926 4801-90.3 4801.988 +00148.1 +851-00.5 +801.83.1 4801.81.6 BIDE 48 +801-83 48W-98! +W-S&I +80!•920 +BW-Si.2 +801-82 4801-08 +eW-0r.e 4801846 4801.826 +601-00.2 N-786 8 50 +801-46 +80f-16 +011.922 +011-90.8 +801.882 +Wf-K2 4001-084 +871-01.6 +BW-02.4 +8W-80.2 4677.6 --r y LONGSIDE I} p 52 +0W-93 +80(-92 +801.906 .801.892 480147.4 +eW8S.4 +WI-813 +011.826 +801-80.2 1-.70 y +851-91.7 4801-90.6 +WI.891 ♦901-87.7 +BW-880 4801-047 +011-01.3 4801.80.4 41.781 T- 64 57 4M.9 8 +851-08.4 +801.87.6 +801-08.4 +BW-041 +6W832 .1.78.3 ./-78.6 � / SIDE 67 x851-W +011888 +80147.2 +W/-088 iWl-014 1801-02 +f-784 X11 Y 60 +801.67.2 +6W-0e +601.64 4017-0in +01680.1 W-796 z � N 82 +6W84.G +601-018 +801.821 +601-00.4 +670 MAII.0.GSPACINGIFANCH0107' -0.C.111CI-IFAN-MNG O C 84 i00/-928 +80182 4601.601 +1.791 T�'HTIE1ft1W1A%I1M364 nM000HTHEINTEGMLFIN PERSNe:T4 N APPUF3708,LOR OANOEIRS 80 +011.81.1 +01/•801 +1•76.3 (SEE 7A6Lr 2) NOTAPPLIMUE GLASSTYFES 147NROUGM 1 _� SHORT 60 +/-79.3 .1-78.4 19.3'1 17 MAY NOT BE USED WITH SIDE 1� OJ-CHANNEL OR 69.649 41.77.7 •FPI FRAMES• INTEGRAL Z W Ul 6O x_ d TABLE 11: W Z Window Design Pressum,(+1-p99 wOW01- 15 c� 0°Y � aHo 3116'TCap-Alrspege-7/16'A/Awith SG T7PG �z az L' y widow Imo Vide On) U. Ok-Wom 77.78 78 Bl 83 88 W 91 04 98 99 104 107 171 .. Z f�O 0 36 +8W-110 +6-110 +-801110 +8-110 +601.110 4601110 .+8.110 +001.110 4801.110 +601.110 +BW-110 4801.110 488'-110 ALLOWABLE- MAtL 0,G 6PAaNGIF � 1'- AN a1- ANCHOR 6ROIlPS ANOIORINGTNROUGH $ 8 W IWS 40 +801110 +SW-710 +8-710 +801-110 4801110 4801-709.8 4601.1086 .801.107.6 +801-1088 +851•tOfl1 +001.1046 +601-1041 +801-1013 PERSHErT2 nIFMMEPERSHEET3 ®g u 42 +801.110 +801.1098 +6-1083 4M-107.9 +801.1087 48011093 .1101-104.8 48W-1018 +M-1032 +801.100.8 4801.97.7 +801884 +801618 8 Z CORD 71Y . M +601.107.3 +801.108.7 48514067 +601400.7 4801.100.4 ♦851.10.7 4801.10tH .BW-98.8 +801887 +8011)6.1 +84'-91.4 +601-90.3 48 4801-102 +BW1013 +801.100.3 +60189.2 480167.3 +BW-982 +801.826 +6.90.4 +801-83.2 +6WSL3 +801.84.4 48W-827 +601-00.6 - 60 +801.896 .M4)&1 .m.98 .80'•980 4BW639 +601-87.1 +801-099 +601-07.7 480186.2 +801-043 +801-01.1 +/-783 .1.77 - O u z N sy 61 46W988 +801.85 +801880 +8&886 +851628 4801.92 4801.88.7 ♦W/-894 +90185 +801828 +1.798 N-77.7 '1-.783 i 3 N 64 +801.981 +80186.9 480'88 '+W4311 +BW-00.4 +801896 +80'•65.1 +601-027 .801-01.1 .1.78.8 +/•783 1-.732 N-70.8 S p o. 2 6e +80164 +81983.2 +801.91.8 +BW-90.1 +8&87.2 +601 6113 +801828 +801.01.2 +1788 +1.783 +1-728 ;•70.6 wlu' G' 60 +80181.4 +8016D.B +BD'-09 +8&•87.6 +8&881 4801.842 +80'8D.8 1-.78 +1-793 H73.8 +6702 X11 1�� 4 el +8.87.8 +BWBI +801-06.3 +801.639 +8W81.2 .80180.6 +1-77.3 +674.8 N T2.B +1-70.4 DIE ````S�ONV LYNN,�1�, w 63 +801-06.6 .80184.8 4001.628 +B&-01.1 41-76.8 1-.76 4!•746 +6729 NI. N_-Sj ♦ �LCENSS'.•.p'% 84 +011844 +W.W.6 +80181.7 +1-00 N-77.6 +1.7311 +6736 +671.2 1)11UCK DIMENSIONS SHOWN. 88 .8&-822 .06'-01.2 +1.794 .I-TT.O N-76 +/-742 1-.71 2)FOR SIZES NOT SHOWN.ROUND UP TOTF¢ 1 No.68703 HEM AVAILABLE SHORT OR LONG DIMENSIGIL SB +180 +/-78.1 1-.772 +1•76.4 +1727 f/•7L8 7.O �� 70 +1.76 1-.77.1 4176 41.712 1-.70.6 MOL OL.SPAONG IFANOIDNNG MAL O.0 9PAGRGffANOIORtlIG ."3J FOR ARGfITECNRALWINDOV/3I6EE SHEET 2). �•}1'._ H �s:•W� TNR OUGN71iEFMMEPER99ETS364 n=UGIITHEINTEGRALFINPER4nET4 FIND THE SMALLEST SQUARE WINDOWSQEIN O t STA OF 4/� 72 +1•78 N-76 +673 .1•71.1 ORDANaWRS THETABLE(S)ABOVE WHICH THE ARCHITECTURAL pPPUEST08,C -%'n�0'•.FLOHID.;. 74 1-741 +1-73 +671 (SErTA81r2) NQTAPPUr.a,c YNFDOW WILL COMPLETELY Fn WITHIN. ��'� 78 ;.722 41.71.1 112• 7nnm'•� 77.78 1-.70.6 -LYNN MULLET;PE. PEA69T05 I TABLE 12 WlndowDesign Preseurs,(Q.paQ LlseNbbNe TABLE DIMENSIONS MAY BE 6°TCB /� raGhn 16 ORIENTED VERTICALLY OR 11 p- rspace-7116°H1Hwhhsc T1P� HORIZONTALLYAS SHOWN. WInd w LOq Side 5n) LONG am.r.mn. GGWG 64 ee se To 74 77 eo ¢• 67 93 CIT n SIDE 301 +a01.11D +8x•110 +001.ilo ,ea-Ito +sa•11D .801.110 +801.110 .ea•tio ,sa.no +9DAl10 ,801.110 +801.110 ,801-tto LONosusE y 34 +11x-110 +801.110 480-110 +ea-110 aeW-110 1801.110 +901-110 +ed•110 +aa-110 +a0•�110 /801-110 +ea-110 +BW.110 r I .1'd. caeplyl.pexb le. _ii Ho NeM"Wl �.Wi 36 .601.110 +801.110. +501-110 .ea-110 +8Dr-110 ,sa•110 +ea-1110 +ea-110 ,ea-110 +ea-110 +801-110 +801-770 ,Ba-110 g� f O°r39 +801.1110 +9x•110 +80ww 4801.770 +aa-110 +801.110 +aa•t10 +ea-no +901010 +8W-110 4aD1.t10 +eatto SNORT `is"60801 40 +801-110 +ex-110 +801.110 4BY410 +801.110 +801.110 +aa-110 +ea-Ito 4aa-110 +aoPIIO +Baa10 SIDE 401 +WILD +e0A110 +801.110 4801.110 +1101-1110 4801410 +801.110 +87.110 4801.110 /ex-110 DT- E 44 +aa-110 +W-110 4801.110 4801-110 4SN-110 4001-770 +ea-110 +801.110 +801.110 K4. +80-110 +ex-110 4801.110 4801-110 +801.110 4801.110 ,aa-110 +Ba-110 r-LONA 0170E �{ +8x•110 +801.110 +801.110 .BW-110 +801.110 4801.110 +501.110 +801.110 4w4ID 4801.110 4801.110 +001-110 ,Ba-110 SHORT+Ba-110 .8x•110 +80-110 +ea•1to +801.110 MAX D.C.SPACING O ANapRm3. M or-sPAaNa1FANCHO]NO+801.110 +801.110 +SO--110 40W-110 IKROUGHTHEFMNEFBISH1ETSaa4 THROUGHTHEwTEGRAL4801.110 +801.110 +801.1110 APPUUTC%CORDAN Hoes (SEEIASLE 71 NO.-OkEdJ 4801.110 1111' 11J-GMAY=S 14 THROUGH IMINEL ORIUSED WTH `� SHORT � 0 � � o •FlN FRAMES. > v i;;, u) TABLE 13: U'N g p-• WlndowDesign Pressura,(+1•psQ Uiipi1i1i0k - 9`1.' C, 3116"TCap•Alrepace•7116"HRi with 66 t'�TTl 77 z tu �S iL m g Wild- Lima aide(D) �U DIm-Im 77.76 73 at 83 as az s1 94 95 99 104 10T 111 tie 1120 /ffi 130 144 0 1z, mm o 39 40W-110 4801.110 +801.110 +ba-110 48x•110 4001-110 4WIID +Oa•1110 +801..110 +001-110 /B7-110 +801.110 +801.110 487.110 +00-110 +801.710 +801-110 +8W110 n> 68 $ W 40 .801.1110 +ea-7tD 4801.110 QW-110 40W-110 4801.110 4801.110 +80-110 +Sa-110 +aa-11to 4601.110 4801.110 +ea-0411 401001110 +ea-170 +801.110 /ea-110 +801.110 z (L z m LL 40 48a•110 .aomio +aa.110 +ewlo 4aa•1tD 4601.110 4150-110 4MI10 +501.110 +801.1110 4OW-110 +W110 +m-v0 .801.110 +ea-110 .00-1110 4801.710 +801.110 v o `� o 44 4801410 +Bot-110 +801-110 +57.110 40410 +8x410 .ex-110 +ea-110 .801110 +801.110 +8x•110 +801.110 +801.1110 480-710 +801.110 480-110 +1501.110 3 48 +001-110 +ea-1110 +801410 +ea-110 +801.1110 4801.1110 ,801.110 +801410 /8a-110 ,801.110 +801.1110 +801.1110 410-110 4801tto +ea-718' 4000410 so 49x•110 40W110 +801-110 487-1111 ,ea-1111 +m1.110 /801.7+0 +0101-no .ea-710 +801.00 ,ea-7110 ,8x110 +0101.110 +801110 ,8x•040 tl Z N 51 +801-110 +Oa-710 +8x•110 +Ba-t10 +501.110 +Ox-11D 4801-110 +8a•1f0 +ea-110 +ea-110 +601.110 .8x-110 +001.1110 +8a-t10 3 01 54 +801.110 QW-110 +6x•110 /Ba-110 +ea-110 4OW-110 411x-710. +819410 +501.110 +501-110 +SWAID +601.110 +Ba-1110 _, 66 40x•110 4801.110 48x-110 407-110 +8x410 4001.110 15x-110 /601.110 +6x-110 +ea-110 +57.110 +601.110 o X D- R 68 4801.110 460-110 .801-1110 +801.710 4801.110 4801-170' ,150.110 +5x410 .SCI-1111 +ex-110 +M-770 U. Z 61 4801-1110 4801.1110 .e01-110 +Ba-110 +801.110 40W-110 40111•110 +W4110 +ear•110 +1101.110 O u, 63 +00-t10 4800.1110 4507-110 +ea-110 +801.110 4801410 +801.110 +80-110 +6OA110 o a 64 +801.110 40W-110 40x•110 467.110 +Bx-110 +90/-110 480M70 4801410 °ip1 �• a«•x 68 4501-1110 4801-1110 +8111-1110 +11(y.110 +=410 +801-110 X110 68 +801.110 +80-110 +W-110 +W-IID +a017t0 +Sx-110 70 .001.110 4801.110 4501.110 +801.110 +Ba-110 1MAX. SPAQNOIFANCNDIUNO mkLar.svAONGIFANO 10R7G 4�.•'`TGEMS"�'-�vy � T2 /601.110 1801.110 +01x•110 +87.110 7HR000IITNER19WIRSN1En 384 THROUGHTKINTEGRALnNPERSH104 \V';' 71 4801.110 4801-110 4601-010 AvvUf5T011,CORDANala6 =*: N0.58705 •• 78 487-110 +001-110 ISE[TA6lE1) HOTAPPUG%E 77.18 487a10 ' �' 3IS we %�0•'y STATE OF Ell; NOTES: %SS1olvA1 1)SUCK DIMENSIONS SHOWN. 1''71101 n1`,� 3)FOR S1ZE6 NOT SHOWN,ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSKK A.LYNN MILLER,PZ 3)FOR ARCNIfECMRAL WINDOWS IaEE SHEETS),FIND THE SMALLEST SQUARE WINDOW Sig W THE TABLE(S)ABOVE WHICH THEARCHTECTUR/LL WINDOW NLLOOMPLEMLY FIT WIRMN. PFJEaTPb 3" abo5 3.600' 6405 bar ��. .Dw -fir.-.BB2 --fir-.062' -T Q IASr 1.487 1AST F b LD LD o T1. 0 J-CHANNEL FRAME rTEGRAL FtN FRAME O EQUAL LEG/B0%FRAME J —� �11.3�I}75L � .yl .��301' --I�I`�.176• OANCHOR COVER OB 715 BEAD 7O 1'BEAD TABLE 14: 0 Pans Doeeription Material'1 62017 ' J-chanml Frame PVC 2 620116 Flange Frame PVC t3 820118 Integral Fin Frame PVC 4 '620120 Equal Leg/Box Frame PVC .. 5. 820133 Anchor Let PVC :MRERED 8 720136 718'Glazing Bead PVC CORNERS VMH 7 720135 1'Glazing Bead PVC INTERIORAND ' PRIOR. 74 Becktroddhg,GE 7700 or 006V 791 Sllkone WELDS; _ 75. Cuaroz Super Spacer nXr with Hot Melt Butyl Composite . . ._ . . .78 GLranex Dureseal Spacer Composite " -*� a Mr P4+sa,Hu ib. 77 Cardinal xL Edge Spacer Composits '� Derr .. 78 7164ON Setting Block /8'x 1"x 118').85«/.5 C31 IM EPDM- °� ' Br 3 .. FRAME O L1pu rump ASSEMBLY DETAILS 7 1Y; '•.it EXTERIOR 7 VINYL FIXED WINDOW NOA(LM&SM) g 819114 No.58705 r> BOM&ASSEMBLY N JROSOWSKI D .��.•. A E ((/ NOCERT.OFAU1H.02P2iB �� :'��?: TE' ..... 1)SOME PARTS NOT SHOWN Fort CLARITY. 1070 TECHNOLOGY DRIVE ��� 2)J-CHANNEL FRAME SHOWN.PARTS/1.OTHER FRAI.ETTPESAPPLY. r r 1 r r„" 3)ITEMSe&73ARENOTUSEDANDARENOTPARTOFTWSAPPROVAL N.VENICE.FL 34275 ZZ A.LYNH MAIERPE. 4)ROYAL PVCTO BE LABELED FORAAMAEXTRUOEntCODE. (941)-060-1600 `PW-5520 NTS 11 OF 11 : MD-5520.0 H P.EJ6BT(Ib . f r* M IAMDADE MIAMI-DARE 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"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hun;Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,prepared by manufacturer,signed and scaled 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 Iampa d Resistant . LABELING: Each unit shall bear a permanent label with' the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or procesu. 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 Expiration Date: July 30,2020 7/90115 Approval Date: July 30,2015 Page I PGT Industries.Inc. 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- LM", sheets 1 through 13 of 13, dated 05/15/15, 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)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 11/15/14, signed and sealed 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 sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with]NBC-5th Edition (2014), dated 05115/15,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). Manuel a ez,P.E. Product Contr4Zxamlner NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (coNmui;n) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®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®(Clear and White) Glass Interlayers"dated 06/25/15,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. MqnueIjPerz,P.E. Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE EXAYRIR, 28-Ur O.G� �.yB• ---IANCHORAGEEXAMPLE DESIGN ERATRNG IMPACT RAING RADIUS-TOP I+-SPMAXBUO(WIDTH MAX D.C. FORMCWTOP VARIES PER REINFORCEMENT LARGE A SMALLMISSLE WACe R(SIM 1S MN(.iTOY -� 30' 12,MAX / / WINDOW (SPE4 N1 LEVEL.SEE SHEETS 1.7 IMPACT RESISTANT FORALL FRAME SEAM 1 YAN)OW TYPE.) B•GEE— MAK O.C. SHEETS.SEE l / ,0'MAX.FROM -'''I 62.1@'1]A%.BUCK ADTH EFTS / I- 1 SEES HEETS �I-1.7)P S11%SEEE7TTJ�•� 30'MA7L O.G-1�►I-17.AAK SHEEIS FD(EOVISIBLE '_L FRAME SEAM DSFE `I-II BAB 11j LWIGTWIDTH B,SEE x-30'MAXO.c �. -- - - �I A. i2. SIGf>:T]' �y--12 M1Wf. SHEEN SNEE73�- FOTO _ _ EQUALLY I - IBLE 17.7A O.G SPACED l@K&iT 17-716'YA)L O.G 6HEEr] _-._I 17 MAX A TABSPACED 9,11PER ---�-- A TNG ALLY' HEIGHT _�_ 91.7C SOPA I �L 77.7@`MAX O.G TABLES Dt1 AIAK ANCHORS PFR BUCK TABlE841f / O BUIX 0 T &. - Q _ HEIGHT MAX HEIGHT AX X I 1P MAXO.C. x 10'MAXO.C. 1PV.C. Bua( AS SHOWN X 4 y HEIGHT I x. 4 �MN(.i - 1JJ]/M—LMAX GC. 1 / - fiAtUf 13.W MAX O.G EQWLLY - _ / EQUALLY /3.3M'MAX O.G EQUALLY SPACED �_ SPACED ///////yyyVI918LE J_ SPACED /{/— j�T SEE ANCHORS TASUEIlml A f ANCHORS PER 1 i HH A� AT�L6 FR % -- SHEETSTABLES ^' � C 30 .e-1?MAX f ifl MAK 6,?MAX NO 9ATS41 _JNDANCHOF6ATSl1 B- _ NOAH Ai p1.1N' - B�- BEESLLWf3A Ems- SASHVISIBLE SEESdLWEER SEEMLWEER _ NOT IDEAL LIOHTW70TH G4'MA%.Bl1IXYNDTH ...NOTCH DEfAA8, NOTCH OETAA9. S DETAILS. DETNLB, SHEET 3 SHEET' ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LRE CONFIGURATION SHOWN V WITH O FOR P.FL CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR QUST(*CQrTAGECONRGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 7-11 {gL(IgR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 6600 IMPACT RESISTANTS[ LEHUNG WINDOW - 11 THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE REQUIREMENTS OPINE FLORIOABUILDING CODE,9JCI-UDINGTHEHIGH VELOCITYMURRICANE ZONE MVI¢/ 2)SHUYTERS ARE NOT REWIRED WHEN USED IN WIN"ORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE]0'INTHE HVHZ,THEOUTBOARD LTTE(CAP)MUSTTEMPERED. 3)FOR MA90NRYAPPUCATIONS IN MMM6DADE COUNTY,USE ONLYMWW N-0ADE COUNTYAPPROVED MASONRYANCHOR&MATER -S USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE AMU CSD GENERAL NCTES_._7 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PERANCHORTYPE. ELEVATIONS_.__...._. I d)ALLWOOD BUCKS LE66 THAN,-1?THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1%W000 BUyRCS ARE OPDONALIFUWT6615TALLEDDIRECTLYTOSUBSMTE WOODBUCKS FRAME.GIAS9AM'CHOR DEPICTED AS 2X ARE 1-IJr THICK OR GREATER IX AND 2%BUCKS(WHEN USED)SHALLSE DESIGNED AND SEf,1MEOT0 PROP EMT TRANSFER LOADSTOTHE STRUCTURE.WOODBVCKDESIGN OPTLONS------2 AND INSTALLATION 19 THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHRECTOF RECORD.(AOR} INSTALLATION,FLANGE A 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LFNGII(TO ACHIEVE REOLMED MN.EMBEDMENT.INSTALLATION ANCHORS -EQUAL LE(MBOK....--.__3 SHOULD BE SEALED.OVERALL SEAUN01FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FN 6)1/R-MAX.SHIMS ARE REWIRED AT EACH ANCHOR LOCATION WH ERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. AJ-CHANNEL.:-.,v..._..-_4 7)DESI'N PRESSURE& GLAZING DETAILS_...--.._-_.B A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL A CYCLETESTINGAND GLASS PERASIM E730A DESIGN PRESSURES -...-...�._B-7 B.POSITIVE DESIGN LOADS B/um ON WATER TEST PRESSURE STRUCTURAL 6 CYCLE TESTING AND MASS PERASIM E1JOQ ANCHOR OUANTRIES_�."_IL-10 B)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE U14%STRESS INCREASE WAS NOT BEEN USED II, EXTRUSIONPRORLE9.-.�-.11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE'EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH 07KER DISSIMILAR MATERIALS' ASSEMBLYAPARTSUST�.12-1 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. METAL SUBSTRATE TO MEET IAN.STRENGTH AN THICKNESS REQUIREMENTS PER CURRENT FLORIDABUILONG CODE AND TO BE REVIEWED BYTHE AUTHOFM HAVING JURISD_N. APPm cd u wmPWoOdNA N. 10)REFERENCES:TEST REPORTS ETL•7064A796S:ELCO ULTRACON NOM;ELCO CRETEFLEX NOA;ELCO AGGRE-PATOR NDA;ROYAL WNNDOWAND DOOR PROFILES,LTD WHITE A BRONZFAIGHTERSHADES O R.M. CAP COATED PVC EXTRUSION NOAS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFAPA NOS&ALUMINUM DESIGN MANUU.. Oaro 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUBDWO OFFICIAL Y LYNN If USER INSTRUCTIONS: ���1d'; NSS - e 1)DETERMINE THE SNE 9YECITC,WINDOW OPENINGS DESICVN PPEBSURE RE-0UIREMENTFROM ASCE 7. �Q2'• 4 •••.i!� � h 2)DETERMINE THE MOSTSUHABLEANCKOK OROUPFROM iABLE320R 3ACCORDINGTOTHE INSTALLATION CONDITIONS NO.58705 - J)KNOWING YOUR GLAZING OPTION(TABLE IL WINDOW CONFIGURATION AND SIZE,DETERMINE YWRWINDOWSDE9ION - PRESSURE FROM TABLES".IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW y�f� Al1vni Prom, OPENING OBTAINED IN STEP L :-O: / - GENERAL NOTES&ELEVATION J ROSOWSKI d)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THEANCHORISUBSTRATE WALL MEET REQUIPEA ENTS FOR �h 5,((8'IS ,•ur TE F 'R. 1070 TECHNOLOGY DRIVE TOW DONe YOUR OPENING'S CONDITION FROM TABLE320R3.AND7RATALL MNL REQUIREMENTSFROY iHISSHEETSETARE MER. �O,CC` •F(OITOP.��` N.vf16CE FL 31275 SINGLE HUNG WINDOW INSTALLATION-LM 05115/15 0)INSTALL AS PER SHEET SFOR THtRU-FRPAENSTALUTION OR SMEET4 FOR INTEGRALFINN37A11A770N. �tiS �CY.� (541)-480-1800 NOTt;OESIGN PRESSURE RATING DETERMINATION 13 THE SANE PROCESS FOR ALL FRAME TYPES()-CFIANNEL,FLANGE, �lI� SmG�/MW�k Scde SAert pv�Ap Kp• fbr, INTEGRAL FIN OR EQUAL LEGO04 "Y` P� CERT.DF&LRH.X28296 SH-5500 NTS 1 OF 13 MD-SH5500-01 PEJ6]106 TABLE I:ALLOWABLEGXASS TYPES Fnme Olaa Fame Frame �e DmadpSon Nated from Falnnor to lntsdor) t.a.apen.ta Types Optionsconlifta sh■P•a Installation Options that may W Used 5 718'Laminated LG_1/8'A Exterior Ca .7118'Airs +WIG*Leminded;(2)Utm,1118'A pea WLh.OBD PVB rmsdsyw %S 6 (welig B)(me Table 1) (w Fig A) (We Floc) B T/8•LmAnalad 1,0.:11C T Exterior Cap a 7/18'Air Spa".5116'Laminaret U1.011/8'A Glen rAlh.OW PVB IMad o 6 6 ....Into 2XWood FlpmalBuclurdp-aMet 3,oplian 1 EqudlDe 9querdWm., 7 7/B'Lsminded LGL:3110'A Exterior GP•318'Air 9psce♦5118'Laminelnd;(!)lAa 01118`A dew WN.DSa PVB Meriayer 6 6 FIMVe 5.18 (MaVPrWew ArCIf,MT 8 Thmlpl Na Iarne...Into ConcretdCAlU-tdmet3,option 2 0 7/8'Lammelod I.Os3118'TExladorCap+3W Alrspecs♦5118'Laminated:(2)Lha eTUB'A On.WIh.GW PV8 Intedeyar 4.6 6 ) bWollaga Rah-Tol,p dNe� -... •...ugh1XBwkeldp IntoC-,vl%ICMU-sheet 3.opfm3 8 718'Laminated LCL:116'A Exbdor Cap 8'7/1C Air Space+5116'LuNnded;(2)Uta of 11C H Glen WN.0V 80 hNNWr 7 7 .,.Jnto Metal-shad 3•option 4 10 7/8'Laminated I.G.:VB'T Salado,Cap.Ina At,Space a Glia Laminsf.d;(2)Lime of 1/8'H Gime W1h.OBa SO Idedayer 7 7 Box/ Equeplxe, S .Jnlo 2X Wood F n fEk cketdp•sheet 3,option 1 718Ax:h TW l., 11 'Luninsled I.O.;3118' lad A Exor Cap a y8'Nr Space s 5118'Laminated;R)Ula 01119'H GlassWih.ells SO Irderi.yw 7 7 Eryuailap 6-10 OdeVPMAdew ARMTp a m1Ough the inane....hb CancrmdCMU-ahael3,option 2 12 7/8'Lsminabd LG.:3116'TExtedor Cap•3m'Air Span.5118'Lamineled:(2)Laos of 1/8'H Glass Wm,Ops SG Warlayer 7 7 a Conn. Reda-Top cf tin wVXIw'-....Ihrmgh 1XBlakehip Into CwcrnWCMU-steel 3,apilan 3 /3 71W Laminated LO:1/6'A Exlador Ca •5(16 An Spam+7/18'Lamimled;(2)Ula oFL1a A pea WIh.ops SO Hsdayer 8 7 ....Into Meld.sh3,option 4 14 7/8'Laminated LG.:1/8'TExted6' orCap•SMAir Space+7/la lamMrted;(2)Line 0131ta A Class W ,000 m 'SG inbds s ed 7 Tlamgh the ...Into 2X Wood F-WBuckatdp•.had 4,cpU.5 E4uaF{Be, lo...._ 15 716'Laminated LG_-3116'A Exterior Cap IM At Space 7/fa Lamhabd;(2)W8'e1311a DamCBa A e W . 901nledryer 7 7 3(2lmrld B4ueMRa.'Integral5.8 Od.UP.A_ AlotrTop 8 Into 2X W•abed 4,(oplionBuck 7 15 TIT Laminated 1.0.:3110-TExtedorCp.UP Air Space s7118'laMnded;(2)Utea a011a A pass Wm.0078G lntsdayn 7 7 (61) &Cottese RdwTp ThmghthMV..__ .Into MoWood ll-Beet 4.option rip-aheol4,oWm0 • M Ore WndoN..-_...Iola Meld-aheel 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES e,lb! 13 Through 1. ..-hLo 2)(Wood Ftan,111ni aMp-sheet 4.option 5 818 MAY[44_(�EUSED IN EtfuddRe, Sq...1Rec1.,kAsgnd ln..-.. ...Into Meld-sheet 4,option Group Anchor Subabrale on.Edpe EMlbMin. •THEHVHZASOVE3o. IrL.Wl Pin 5.8 Orkg/Pratex Anch•Top6 �) A Cottage 1,_Top 7hm Vh Urs tam....Imo 2X Wood From ilial blo-aired 4.option B .. m s =. of the Wndow.........lnto Mdd•sheet 4.option 8 010 SMS (BEID w410 .S.) Steels lUQA653GL33• 318' 0.0451'Steel,AW av 0(9Ga.) BEYOND THEMIN.OF T METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •1f'=NHEAT�STRENMENED «410 S.S.) A Alunbxon,606175• 318' 0.058' SUBSTRATE.FOR T=TIDJPFAED P.T.SOldhe.Pine(SG=0.55) 7116' 1.313' �.1,:L=ST(1DD99,, .... 'PVB•=.o9O'BUTACITEGPVB NON.Fu'4$KSI6 BY KUR RAY MODC", 3116'steel URncon Concrete(.*.2.65 kel) 1' 13/e' MIN.Fy-33 KSI. d Ulgmuted CMU,ASTM C-90 2-1? 1.1/4' % 2 4 50'=WSENTRYGLASG P.T.Southern Pbre(SG=0.55) 9116' I-W 'LINGROUTEDCMr INTERLAYERBYKURARAY 012 SMS Sled. yg• 4050' VALUES MAY BE BOXOR AMERICA INC. B steel,I"S.S. USED FOR GROUTED FLANGE EQUAL. ( Steel Stud,A853 Or.33• 318' 0.0451•(18 Ga.) CMU APPLICATIONS LEG PVB AND SG INTERLAYERS MAY «410 s.s.) Alumknum,6063-TS B^ o.oe3• ALSO BE MANUFACTURED BY EOUAL•UlE ORIEL COTTAGE KURARAYAMERICAINC. 1f4 steel UAtracon Crete(min 2.85 kai) 1' t V4' Felg#ilLp C Ungmuted CMU.(ASTM 080) 2-712 1.114 FIGURE C:FRAME SHAPES 1/4•steelCretnllex Concrete min.3.35k2l) t• 1,314• ---{BUCKWIDTH UCK WIDTH BuacwroTHl--' al4'sleel Ultreeon Concrete(mln,2.85 k.Q 2.112 12114' - TT -` ' 14'steel Ultra-con P., oulhern Pine SG=0.55 1• 13/8' d .-6/ -f F .•T- ,y - 114•steel CreleSml Concrete(mint 3.35 kel) 2./@ 1,314' r7 1 3 0 v4'steel Crelerlex o°ed cMu;1ASTM C-M 2.10 1.1f4• PIN _ a T sct�nNNEL INTEGRAL - P.T. VION,mP 276hSO=0. 114'steel Agprs43al« Concrete(min.3. eq U4'steel AggleGal« P.T.Southam Plre SG=O. t' 777 / jj Grouted CMU.ASTM C-80) 2 2 �REOTANG11UV7 RADlUS-TOP ARCH- TABLE 3:Al WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY ♦prreadnroepiylag auh lir BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING PbdMI,Group Anchor Substrata Min.Edge, Min. DESIGN PRESSURES AND ANCHORAGTE FOR TKATBLOCK SME FROM WnsDiatom ElnbedmenC THETABLESONSKEETSB-10. ill ND,E 2.112x.131'CanmonHad P.T.SouUamPlne(SG-.M 3fa 2.7118' A . -xtin AII( B.Heea Bir 0x4 2.11Y'TOngahaNL Roa4rO Nci1 P.T.SmGem Pte(SGa.55) 9!S 2.7/1B' `1��:�ACENSE '•R �; P.T.6M/em.W63- =.56) 112 .050" �':' ••.-0r RedeN 8'r cera: bHdwa 01(ainnasMad SMS Aluninum,8083.75• 318' 0.050" ' (n1a1,1088.6 _{i; No.58105 «410 S.6) Steri Stud,CIL 33• 3T8 0.0451'(180..) - : •;�- m D.."a F Sted,A3a so ansa R seEroFID aL�( $)5 ; GLASS/ANCHORSIFRAMEOPTIONS JROSOWSKI P.T.Southern Faro Ahe (SG=.55) BI78' 1318' THE METAL ''jl ST 1£ F i Z: 1070 TECHNOLOGY DRIVE D8a Dere: M112 11&8 Alurninum 6053-T6' 318' MOST SUBSTRATE.FOR �('• FLOAOP' : N.VENICE.FL 34278 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 ('a 1&8 as steel stud Of.33 8'e o. STEELSTUM1MR F-45K518 S SIGNAL ` (o8')-460-1800 se e4Araek seer praaro NA Ren Sted,A3e• ye' 0.050' MOL PY.33 KSL A.�L671 PE CExf«.AM/21195 SH•5500 I NTS 1 2O 13 MDSH5500-01 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREDTHROUGH FRAME ANCHOREDTHROUGH FRAME AND I% DIRECTLY IMO CONCRETEICIVU. BUCKSTRIP INTO COHCRETLVIU. 'OPTIONI EDGE DISTANCE SEE NOTE 2,THISSHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAMEINT02XWOOD __ HN•MAXSHM —� FRAME OR eUCKS7RIP. T 18 W'MA%6HM BLE SEENOTE 2.THIS SHEET. 0 EMBEDMFM 1 18 LIGHTSASH WIDTH17 I EDGE '�- EDQE �___ DISTANCE FIANCE FRAME - DISTANCE SHOWN ---- 44 BALANCE TYPE VARIES �u - TYP.ANCHO R LLLLLL TMP.ANCMORTYPE. 42 WITH SASH �SO�a�����y .. •• - .'•� TYPE.EMBEDMENT 2 TYSHIM IANCROR TYPE. EMBEDMENTAND— '. .WEIGHT 54 0 ANDEDGE EMBEDMENTANDEODE DISTANCEDGE Q - 3+ DISTANCE PER DISTANCE PER SU SUBSTRATE. _ EDGE SUBSTRATE SEE TABLE 2,SHEET 2. SEE TABLE 2.SHEET 2. I EXTERIOR ... DISTANCE SEE TABLE 2. T— 10 �'•_._.�U _ B7 4 L\ SHEET 2. FUfED VISI2IE U FIXED 19 20DPT,SASH TOP p I LIGNiTWIDTN I EIXLTL VISIBLE �LIFTRA2 L I LIGHT I� �W'IOTH LELYBO% HEIGHT FroRALvnNoows: �% snowN FRAME 48t AHCHOR03.W 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 48 FROM END AND AT 21 CENTER SUBSTRATE-APPROPRIATE . 22OF RWP.IOOWS ANCHORS LISTED ON TABLE 2. 72 - OVER30'WIDE: SHEET 2.FOLLOW EMBEOMENTAND DADE APPROVED MULLION,FRO COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. C ADO AOEMI L EDGE DISTANCE LWrTS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLE 2 SHEET 2. J 46 48 47 SCREWS 016,.0• INSTALLATION OPTIONSHOWNMAY 14 I BE USED ON ANY SIDE OF THE ' `L 36 FORYMP-. WNL n FOR WBAONS Wm1 1!4-MAX BOTTOMLOCKS: SHIM, MOOR012STEELtLE. BUCK 60 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE ELF-0RSLING HEIGHT SCREWS 0&aW USED INTO WOOD AS PER TABLE 2." SMS1 85 � FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 30 THAN 1-lirTRICKARETOBE' SXEETI BASH CONSIOEEREDIXINSTALLATIONS.IX2. EXTERIORVISIBLE WOOD BUCKS ARE CPTIONAL IFLIGHT UNITIS INSTALLED DIRECTLY TOHEIGHT SUBSTRATE.WOOD BUCKSDEPICTED AS ZX ARE I-1D'THK2(OPf 16 USE EITHER OR GREATER IXANDZX BUCKS85 LATCH OR (WHEN USED)SMALL BE DESIGNED (2 I' 81 30 B4 B TO PROPERLY TRANSFER LOAD9 TU FLANGE INTERIOR TESTED UNIT THE STRUCTURE WOOD BUCK FRAME WEEP LOCATION BSO' DESIGN AND INSTALLATION IS THE SHOWN NOTCHESAT BD FROM SASH END. RESPONSIBXITYOF THE ENGINEEER. _EACHEND. OIRARCMIECTOFRECORD. - ... 8 88 E�EnRIOR 3)VISi81.E UGHTWIDTHORHEIGHT INSTALLATION V INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION OPTION 67 OPENING)IS MEASURED FROM L1I 11 I I I I ANCHORED ANCHOREDTHROUGH p4pp�-�W—a plg EWALLEGMOX BEADING TO BEADING. F METAL FRAME INTO METAL FRAME SHOWN _rN NOAH MAXSHIM c `��oNY.LYNN y�7 i� Rn7�� RI.Lb+: 1 eeP w 27'%11S NO AN ' REOCHORS ����:'I}cENSF'•.��`% BT WEEPHOLE U82ED IN VISIBLE LIGHT FORMULAS Y};' I� RnWe Ilotw• Iisr(den: 29T'FROM O . FLANGE OR No.,ri8%OS _ EQUAL-LEO WIDTH EACH END. .. FRAME SILLS OSASH:BUCKWIDTH-61fP Olam Ix ®FIXED LITE:BUCKWIDTH-,[are A: 77 1S • T FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI 6 STA u, HEKRiR 1EWALl1IE1 ''n �• 1�'� 1070 TECFWOLDOY DRNE TRr: Osla ' F '•..COfi1DA;. �C R WNICE,R 34273 VERTICAL SECTION B-B BUCXHEXHrrz.31BHr (BN11-wo-IBro SINGLE HUNG WINDOW INSTALLATION /LM 05/15/5 AL��I�TrRIN,PJ:. CERT.OF AVM.#2B2SB SH•5500 NTS 3 OF 13 MDSH5500-01 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME IM02X ANCHORED THROUGH INTEGRAL RN INSTALLATION OPTION 5 EMBEDMENT WOOD FMNE,THISS OR EEE. .6EE STW.SINTO EENOTEOOD AMEOR �-�EDGE 019TANCE ANCHORED DOM HINTEGRAL I+EMBEDMENT NOTE 2,TNL49NEET. BUCN9TR�.SEE N07EZ.THIS SHEET. FIN INT02X WOOD FRAME OR O ..-.1M'MA%8Htl11 BUCK-STRIP,SEE NOTE THIS EDGE DISTANCE 16 iNS}9M 'MAX SHEET. TYP.ANCHORTYPE. SASH VI E 4CHANWEL EMBEOMENTAND EDGE 13 UGMWI07H 17 I_ FRAME 1 DISTANCE PER SUBSTRATE. SHOWN SEETABLE2.6HEET2. (SCREW SHOWN) 44nPB EA14C Es 0 EMBEDMENT Z1M MA%SWN 4 2 WITH SASH - 1 EMaEDMTYP.ANCHORTYPF, DIED Q vrFIrurr W EMBEDMEM R SUBSTE ........ 31 0 "[STANCE PER SU&9TRATE. L ...__ __...-.._. SEETABLE3.SHEET2 ExTEwOR 07 TYP.ANCHORTYPE: 16 (NAIL SHOWN) INIEGRu EMBFDMEHT AND EDGE PIKEpol 3 FIN DISTANCE PER SUBSTRATE. y'I _ iB FD(ED VISIBLE 20 OPT.SASHTOP J8IANNEL LIGMWIDTH FRAME SEETAB3.31EET2 VISIBLE UFT RAIL FRAME 1 SHOWN (NAL SHOWN) LIGHT HEIGHT FORALLWINDOWS: NOTES: SSHOWNf__. ae 48 1 OMENDAANDAT )USE ONLY HORIZONTAL SECTIONC-C z1 O CENTER. SUBSTRATE-APPROPRIATE 22 FORWWDDMS ANCHORS LISTED ON TABLES 2&3 OVER 76'WIDE: OF SHEET 2 FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. 72 0 t ADD AODRIONAI AND EDGE DISTANCE UMTMANY 114'MAX I� MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES•TABLES 26 SHEET2. 45 46 47 3CREw"®I6.3)8' INSTALLATION OPTION SHOWN MAY 8_\ 4 1.. 36 FROM END. PABE USED ON ANY SIDE OF THE _ FOR W24DOVVS WITH WINDOW. BUCK BOTTOM LOCKS: f10OR112STEEL �.I {.�114'WIL HEIGHT 50 O O IB ADD ADDITIONAL 2)MASONRYANCHORS MAY BE SF1F-ORIWNO I I sm SCREWS aa1w USED INTO WOOD AS PER TABLE 2• StA9(O6),SFE SS 'i— FROM END. SHEET 2.ALL WOOD SUCKS LESS S2& SAN THAN,-WTHICKARE TO BE ]� B TABLE CONSIDERED IX INSTALLATIONS. ES 2& EXTERIOR VISIBLE IX WOOD BUCKS ARE OPTIONAL IF UDM USE EITHER UNITS WSTALED IXRECTLY TO 1 HEIGHT LATCH(SHOWN) SUBSTRATE,WOOD SUCNS f TB OR BOTTOM ORDEPICTED GREATER. TER2 IX AND i(BUBtr OKS OPT. OR GREATE0.1%ANO D(BUCKS c TESTED UNIT 3). (WHEN USED)SHALL BE DESIONFD Q FEN AND= INT�RJRIORI 81 3130 LDCATKK8518' 'TO PROPERLY TRANSFER LOADS FLANGE OREM VED E VA)OD YO THE STRUCTURBUCK yffEp FROM SASH ETro. DESIGN AND INSTALLA710H 19 THE / INFIELD NOTCHES AT BO RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN J EACH END. NO ANCHORS ORARCHITECTOF RECORD. FRAMESHOWN o REQUIRED IN FRAME 7 SILLSIFANCHmm 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION WERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 114.MAX OPENING)IS MEASURED FROM ANCHOREDTHROUGH F� .•mmPlll�g kb INTEGRALFlN _ -- BEADING TO BEADING., ANCHORED TM ROUGH FRAME INTOMETAL w FRAMESHOWN SHIM \\\\1111111/ INTEGRAL FIN INTO METAL (WTEGRALFINIPLANGE REMOVED) Osh Np�. I1nf� Dope R�MsieAu T7-X1.26-WEEPMOLE .�`'��pe"'CENS'il((�'4,' � IU Pndod OWlCOVER92.Sr T ;•'V 1."•,'P FROM EACH END. 1--- \/IgIBLE LIGHT FORMULAS TYP.ANCHORTYPE, ' �4; N..58705 EMBFDMEM AND EDGE EDGE DISTANCE WIDTH DISTANCEPERSUBSREDE, R!l ®SA8H:BUCK WIDTH-64? SEETAME3,SHEET2 —�EMeEDMETR ®FIIO:DLRE:BUCKWwnN-4arR' -P ' J-CHANNEL&INTEGRAL FIN FRAMES J ROSO�' WSKI (SCREWSHOWN) U.A'• A OF INSTALLATION OPTION 5 VERTICAL SECTION D-D BBUUCKHEIGI�iT IB' s''`ir'..�O..... •`G���� toN,VENICF.RD342� ma: roLc ANCHORED THROUGH INTEGRAL FIN ' �S�ONAL Er, SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 INTO 2X WOOD FRAME OR BUCK- /AAI III.\\ (841)-460-16CO Sd�mk 6h W: proNrp Ne. Rm STRIP.SEE NOTE 2.THIS SHEET. ALNN MJLER PE CERT.OF AVM,029296 SH-5500 NTS 4O 13 MD-SH5500-01 715'NDY 74r 718'NOti r 72 NDM r T/8'NDNL 6116'AIA PV8 5116'A/A PV8 6/16'AIA PVS 5118'A/A PVS 5/18"WH SG 7116'AIR SPACE 7118'AIR SPACE 318"AIR SPACE 3I8"AIR SPACE— 7116'AIR 9PACE— I IW A GLASS 1/8'T OLA39 3/16'A GLASS 3116"T GLASS 118'A GLASS a1 E315x �OR �IEXTERIOR < E: ,POR < ElmcmIM DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR- -• SUPERSPACEROR SUPERSPACER OR SUPERSPACEROR SUPERSPACER OR— � CARDINAL SPACER CARDINAL SPACER E CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718•NDM. r-- 7ffi'NOM TB NDN _� 7/8'NON 70NDLA � 5118'HIH SG 6116'_HM SG 5/16'HIHSG 7116'AIA SG 7118'ALA SG 7/18'AIR SPACE 316'AIR SPACE 318'AIR SPACE 5116'AIR SPACE 5/16'AIR SPACE 1/S'T GLASS 3/18'A GLASS 3116'T GLASS 118'A GLASS 118'T%AS$— a EXTERIOR a EXTERIOR a EXTERIOR1. a EIXTERIOR a EXTERQR DURASEAL, DURASEAL. DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SLIPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11_ GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 � TarNDn( r_ � 7/8•NOM r 7116'AIA SG 7116'A/ASG— VCNOKGLASS GL4gg 7yp�07�0 1/4'AIR SPACE 114'AIRSPACE R OR 78 SITE TYP. '15 MAY ELOT EE u�o 3116'A GLASS 3118'T GLASS WYTH 1CHMINELCR 72 74 •WTEGRALFW FRAAEB aEXTERIOR GJE%T- ouRA$EAL DURASEAL, GLASS TYPES 5.7.0.11,13 gUp�gPACER OR SUPERSPACEROR 31 8 10 MAY NOT BE USED W 4pp.,.d n mmINy62+Dh 0. EXTERIOR 76 TREMM2LarrBE D. CARDINAL SPACER CARDINAL SPACER _ a GLASS TYPE 15 GLASSTYPE 16 n =I.e --.......... — 30 O ,I I MOA.. LYNN Mq�� R u"en 9.e.. ao1.La,: td ID e.oa.a I�_❑ :P���;.•�yGEN3f:�R,P��� [Rff No.58705 W.: IAZWGNO7E5•'A•.ANEALED / - q,..LpOyy TYP.GLAZING DETAIL "N'=xenrsTRENGTRE�NAPPEyyoOS ,•G iG1 8�S.i w_ GLAZING DETAILS J ROSOWSKI 'S0'^A90'SENTACITE 'aSY YYWRA YAA£WCA BNGC �l•''f(ORIOP;'G\�`� 1N�YDIN:T,FL 3427 FOR LAMINATED GLAZING COMPONENTS.SEETABlE 7,SKEET 2. ' S/p111IN11 AS E?' (041)-Am-J000 SINGLE HUNG WINDOW INSTALLATION-LM OS/15H5 A LITW IIIILEq,PE Snln/YOL�E Seale Rsr. P EJ 5eE CERT.DT AM.129208 SH-5500 NTS 5 OF 13 MD-SH5500-01 ABLE a., g nw+TPH Putin PtaaaOrR B»Rt' I� O.m.swa �� Dain Prtawm.aaAia a4NT}rrr pnlgePmaun,eNtr RRTia H•$0.4 atalrM apace RD9rFa) -. 1aw" R/ii lyygarMl .Ie0 ulH MSp 1.70.0 SEE TA � fv a.ka.irMNm ab 41.101 +mD ia0 +mA -Aa Mla taws 1u.eu,lcayr WR•I4Dro •OaA daD 0 dD0 q FOr NaadwlMWalt»r ANCHOR ANCHOR GROUP ANO ROUPAND QUANTITY,QUANTITY, SEETASL870.SHEETBFOR Y. Ws•YYROa. u-in.n,lp .mA -mn •aso aan ANCHOR OROUPAND QUANTITY. TNr aan•aam •ms •rbA .mo .Tu IXDtbMCa.ar a0m-aau •a8 aa •N8 .AO _ ».m 6y,te1. UDR.aAR .m! a,m .gip .mn dwmevwr. wan•RAN +mD •w .mn .mn 0lNai HaR-Hb» •mA -mD +m9 •mD Tar aba.aatt •mA -ma .mn •Ao tA1®aaa aa11•TAn +m0 •mD •m0 -m0 HEADER aMaOUNp aaU•aa» +AD -laa •ma .An M EvrlM a8R-aDM rmp -loo +mD -Tan HEADER y{ eN.ralxw.. R8U-108» •mn INE aao t E&a tiarl-nb» •m0 -At •IIl alm.l 118R.1la» •a.0 -me •ma -. TYY aAa•a011 mD -l0D •m0 •>m _ _ auaNaaDrp Aerrirac •a+a •w .mn .mn MEETINGRALL r.rwr man-caro'.mD -mn •mD .Ao MEETING RAIL o aaarRalar tldtr-ffiNa +aOD -A.a +m0 •Aa O' aaaaaaa H n-R.a» .Nn -mn •mn •Ao 2T fm"- 7w C�w1m 6w U4U•Hero •nA -Ta0 .abo •»n n. Sr.aR.tTlu .tl .Aa .mn .r0a fmffm 23 V p Ara. as . A aea .mn .Aa tj 2 BIMYMOay. abfr-anR aap -AA relD .AO LAME Eoraee 9AR-Aa» +a0 -AD +aaD -AA 42.3 F,mm SASH a� aaos6p 81b11-aa» •mn .AO Wa .10.0 "i . a f3 6W�•IFAiN tIfarlbbA1liT1/••ID1IlT�bb1rol0e .7.emma.D00 .--AAmnDD WW•tlDDA ,..AAAA9O HEIGHTSASH — HEGHr NO fiXJ-»bU .mA -an •aD .IDD Sir »bli.afAN •m0 -m➢ •8D •A➢ 23 awuw¢aar msn.a•w •mo -wn .mo .10➢ � uwa. saalr•s1D» .mo -mo .ma .mn SILL aaravol•. aeiT—maie.mo .»n .mn .mA m isalm9» a,ev-ES.e» .aao -ron .mA - SILL a.a„ras usu—maro +An -mn mn .mD aree., uan-nA» •p0 -a •Nn nL1 ' a.vmsa unn•uAle •mo ma •ebo ma aa»wl soff.lana +m0 An saSB .qy Tar Aati•l1AM •mA -10a •040 .AO - ' CuvaatH aDtl-A8» smA •AP •em .mD Ev++i• asl%m.a1e.no .mn D .wA _ _ SECTION DETAIL FOR WINDOWS WITH n a+r,•aw Aay.asl4 .NA me ,nn .ano. SECTION DETAIL FOR WINDOWS WITH LEVEL RT REINFORCEMENT&GLASS TYPES 5 8 7&'8 a..sanaer aav-Aa1e MSA xia +mn am LEVE.R2 REINFORCEMENTS GLASS TYPES 5,6.7 E 8 iREWFOACEMENTALL FRAME Dreaaaa aan.aaro .mA aoD .eaD an IREINFORCEMENTSSHOWNWFIGURESABGVE APPLY TOMLFRAME7YPE98' ars+ ae8a•Yau •mn Dno .me-ebb COhMRATIONSj a CalYe61e1 mAU.a aN .m -ron .ap ere APPLY TO ALL FRAME T YPES CONFIGURATIONS) owealrbr., ane-b.eN •ma am .esn aee lPPrArTbm waP41o4»lfA»w m.m Tr&a oaN .ma -mn +mA Deb Flo-TMe aL41n4C SFE TABLE IO,SHEET FOR ANCHOR GROIWAND GUANTITK r (( HOAR / 0y, Dara Rrarrttn 07 al Da PTDbaa ��t�plyY LYM1V,yi//G � Y,=• U F '•:P � RMpd pi' tbta JSrNoa: NOT _ :ffj 0la+$A+rar ...—.... Wnall 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ON INTEGRAL FM. DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DMENSIONS ARE STUCK SASH HEIGHT ISAS PER THE RUM. :- T7t f :'(��.� 1070TEfiMOtDGYpAjyE Atle 0 ow JjFOR S¢ESNOT SHOWN,ROUND UP TO THE NEXT AVAILABLE L57L71IF ORHEIGHfOIA¢NSWNSHOWN �S'�(•''�ORID�.•' \�: N' I�'fl'X270 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ON THE TABLE. 1r�9/�A7�t �jd .�� (841)-480-T604 3C LYj81CISR P.E Sa»{AtaabeE SCNc 0°'4q ra Raa P.EYY4'4Tw DEnt DF ALrLFI/29a9E SH-5500 NTS 0 OF 13 MDSH5500-01 T E LES: Ot•aTiw 6.4116• W,YLtt �4- 6411H•LN D.npl Dlww•,E•Ila nLN On01°� eatrt•b. Opb6PmbnN RM/.Iwt b1•� RA.M r1m� YY.IaIN r, E PJnOf lq rnn M1cfwm �ro¢ a ] F N E6aD. naw a 6636.6•.railaa•.-1413 m East• u3o1 •mo•non•RON++6A v maNOD•.3416•mo-0.¢o mno.ina •m.. rao•no I-vno .-IIoDc. IIeR•NAR•.•1.•0.0 4416•AD•1110•160-110. e1.Iemm•A N.aral"If•R.•1.•0.0•Im.O•0.0•itU•R9-110.6•x0-"DO•]no•nao•A.I-)160•m.-M0.0 7• E.alo ILeN-NAm•AD•I.•n0 In.•nn•u..•AO-+mA b EO<U ILA1.11H1•TL.•I.•0.e•+14•.4161•R1-{110•0.1 410.0•rat-nao_..1-•0.0•nao - sununbJOlain 11.-1116•AD•MD•A.0 I'D.•.-It00•0.0.161 mtArIPIWw ILRI-1116•410•1100•)0.e•11n0•n -160•.-rND•0.1 M.•411 mno•MD-11¢1•RO-Nno HEADER I- mel]-m>b•0.0•IIU•RO-1113•AD-1fU•mD 441. -+..•R1•1+U•x0-1110•n "..•.-1160•0.0-nao• 4.0•rnD•lino•Re 4%D ll Ydm_ 4111.4136 •A •0.0-1N0•no 11U•AO 4. D.mwma. mtl1•noN qlo.141•.•1160•0.0 In.•1U mno•xi.416.•.-nao•n.• •AA C. 25 Eviaea RAn.A•w •AO IIIA•AD In.•n0 ..•A0-IRA SAI [Wb R.a)-A.M •no-0.D.•AO In.•.-+AO•AA 4Na•R1-1410•RO 610.0.me In.•AD--C 2uCdo4Yr tUli•ITAN�7m•11U+tOD•1160•0.a•+IDG•R0 4tU mDmmPNIw H6R-fiJi1•no-rano•RO-Nao•ro.1•1f6D•.-nno•10..410.D•0.0-601 NOD-t1U•0.0-11D6 ltnr-NAm•AO"no•AD-Ino•.-m L0•RD JRD EnOYY 11.Wr-1U11•..-.xo•rao•m .•R•-nL0-MO 4110•A.1 In.•AO-411.0•RO-lO,A - Ttlm1 mal-NAiI •. Imo NOA ffi0•.ffi0•m0.R➢ T•aml T,mr•ltlIt •0.D•140•T0.0•nno•int•1160•A.•rao•A.0 In.•R0 310•.330 •10.0 ffi0 13414164 ]Len-am•mo 4..411•11 •mD-U4•Ro 4me 6414114 naR•vJn •no•Bao•n..-NOD.to-mo•A/mao•RD-nao•.41DA•Wa-411•.ulna 0 MEETING RAL eaAdltral• tt•R-1541•AO tU.run•IIU•AO 41U•AO nmo Do fY0m4• A.in-Mll nal•1416•R1•1N0•161 mao•Rn•NU•mo-nD.r•mo.nao•0.A•no.0•mo 6136 Y Fyni mel)-pUm•AO-160 NOD•140•RO•1141•AO 4tU Y Fam•rI m{A•ZUm -no•190•n.•1101•.-1130•R.I•ra0•MD-110.0 Nt0•+.•W.D-Na0 NOA-1160 27 .bOrOPAYr N.611-mem•.•t AD•.-+m.•AO•1411•RD nno m.rDmMNw 6.41.41.61 •n.•HDD•R.-rao•.moo•.-111041.1- m. mD 4101•AA•1160 qU•IIU•.-til. FAE� Orbneb HAI-R3mIll.. •141•RO 41u•RO•1411•.•160 IOm•A14 IUn•RA11 NU•600•m.-nao•Ro•nn0•0.D•ItU•410-110.1•.-•.11L0•n0•1416 In..41U•.•IOU•Ao 410 Ambi 11.16-NAm•i4.1160•no-Nn0•0.0•N¢.•0.0-IIU•A mao•410 4411•n0 .$•ROAUr- 3181•%NI •00.+RA 410•RO ffiO •410 FA ,Y1m 1193-41.11 •MI-r.•.•IfDO•411-II¢0•AA-tt¢O'•AO•1N/•.oot.r10 aU•neffiO 25 •m0•+4A Grra.m•N A.A+t-l1JR 360 In.•mo_O•no•+mo E 40. A1tT-nom•T0.1-11L0•AA•110.0•0.D-110.1•RO-610!rao•+I •10.0•110.0•RO.-1•m6-N0.0 E•✓RIp SASH b T)6i1-aolm 4W•AO 4-•Rn•rao•mo 640 Y aDAwP.w. lT.lir•RDN•R.•140•.•1161•mo•rao•R1 m0..NU 410.1•RO•fILO•AO Mn9•T¢0•+ILO 3HEIGHT -Im0•no•-a•AO.1120 Currelt• 1U1)•tTAm•MO•nno•.•1160•no.nao•AO-1160 80.0 41U Not•IIU N0.0-fm1•. ID0 -112¢•..Ino.Tu-Ina crm.4 Hari•tum •AA•nao•RDnuo•.-nao norm mno•0.a 41MO•Aa 4106•no 4121•Tao nuo SECTION DETAIL FOR nlu $ cv1m -ma •nao•no-Imo•.4 •R•mm•10D-Nn••mo nme•..ImJ qo1-1xiD WINDOWS WITH no a4 TWl mJm-nAa •no-rano•rae 410.N4-nto•xio-I.•nn•1111•Tt.aao Nno 1. •no ffio am.Ao•1413•mD ann o-.mo 3416 er.s.emW. Ami-]ll{T•ma 410.0•mo-ua6•ru-nao Nu-nn••mo mol Nna n1a...nuo Nao nmo LEVEL R3 REINFORCEMENT 25 fYJ11• a1R.mJm•0.D-Im mA 4n6•RO Int•RO-1. EPmb 3166-.11 •m.41no-no-rae•.4n.o.rU 414•no moo•no mao•rno.ILL..ma-IA.1 $GLASS TYPES B-18` 0J - ]A6R-mete•R6-1101.mo 1, .n.I, •mA I". 614164 m/tt•ma. •.-frao•410 41.•1.D Ono..nmo•ro.o 4166 Nno.nD.o Naa n.•m.412D (REINFORCEMENTSSHOWN- S� IaANPrtir 1TAR•RM1•A➢•160•AO-1416•xi0.114•m0.-i. RmrmPAYr +i.0.)-mlN •.-nn0•Ra•110.1 qU 441.•.-1166•rU•+120•Re•1%/•0.0•1410•m0.46.0 IN FIGURES ABOVE APPLY _ -� Wianen lleR•li.a1•.•l AD•RO-10.1•mo•0.4 -no-IrDA Y 611 1166-nem•.•+LLQ q0A•1fU•.4121..In.•410-+126•0.0 mAn•Ma•I.•410•i. TOALLFRAMETYPESA --al• R•Wol•.HAD•A➢Oma.410 Int.A0-1.0 OO.m.4 laa)-tum•.41L0..4411•R0-n¢•NA 410.6•xi0-Nao•)U 4140-NO.+ND qa0 AU CONFIGURATIONS) _ a41.s 1341.12641 .mD ano•AA amo...nm.0.D ataA Ime6•Y llnr-1]116•.-Han 6•0.1-nno M.1-Ino-0-ill•rao 441.6•no-1.N4 TnN mlir•IIAm •0.0 4.. U•AA-0.0 TIN1 nar•fL111 •410-nao•.•1411•0.D a.•410•1161•0.0 4410•RO 110.0•0.0 4410•lU-1011 ea•raoJtw RJR-asu •m0.•ro...AJ nme.xio•0.4..4133 6....4141. a m,-]6316 •m.o-nno am-rae 416 n.•.3126•mo 446 Nna.0.0•rat-lwe•0.D Aa. EgOIM mN,.]Um•AO 41U•R0 alU•xi0 4-•0.0 4nA EAstl• 611/-61111•.-Imo AQO 4160-NO-HID-ma M.•.•110.1-0•1160•0..1•m RO MA e6RrOPro1w m 11- •NA-1.•410•IIU•.•1.•RO•1410 6t�llPwlw mar-.N•.In.•1D0 n'..+no-110.3•410 4R0•0.0•lino•0.0-116..1-1.1-1-0•DI! ot ONme4 SOAIT- •AA-1410•A 00•.-+IU•AD A4D n oNAeetl mels-tta1. •.....•IU-N0.1 NU•1--1-0 NLD•1101 M."It•nA•IIU•RO It'.. Oat I-I-Stem•AA-I mD•A 0.O•0.0 41.•0.0 mno 6416lb Ra)•mele •R.-ILLD..-Nn0•.0 4120 N SAD•RD•114•n0-661•0.0•ILLO•0.0•111 O.bn A• fUR•Rbm •RO 41*•AO lAD•0.0-Im➢•0.A•140 mat• 1.611-11616•0.1-ran•Rt•1 0....11.•in 0.0•410•1U•0.0-n0..-_a,_ 0•+101 0{wat4 •A0•1410•410 614•.•tA0•.•11¢0 gmD.n4 1l m)-11616 •RO-0.0•RO•Ha0 qU-IOM]NOB-4101 N0.0 611.1•RO af.••0.0 . •.aL. t1D1••1 •AA-1411•A.0-1.•no-11D0•IU•11U AD1Lp 1'..-11641•0.A 4tH••AO•M.•ia0-IR.1•0.a a1A•0.,0 ffia •MO-a0.f •r1.0 aL0 •.a¢0 T4D no1T•I+.NI •AO-1410•410•141 NU•11U•.•1160 1.1411 Mn)-mN. +RO n.•R6-110.0•.-141-0-n.•1101•A.D-0.0•MI In.•0.1 Ale Nn. O.imnn noIT•]0Am•RO-1410•A 160•.•I...•1160 Orman. ..I-note • 110.1 NU"to NU-Mx•xi1•114 q0.1•itU•Re•1m0•RI-DLT q61 ffi] Ea••If.' 1611•%611 •AD-1100•n D•0.0 ]I.. -•1410 Ea1a• mal-UDII • •ND.O•mD 610.6•R0•I...•.•1160•0.A•1101•T0.•-110.0•.•NlI•m.•ffi0 n mb.w a m t1.q0.0 4toA•.n1U•R➢ .1140 IS pLMOo• Ra]-meta •1¢0•1 0•)U 440•mo 4WD•n0•1166•0..p 4120•m.mao•1160a.Kno•IID.NU•IAD•no-InDno.1100•0.1 •1160 CNm+et. 4111.-]IAN•.-1120 qU 4160 NU 121.A.. •1601N-aeef. •no-IIt.•410 6410Fahr iaR-ILMI + U nmD41C-D410 •101I•410Tdb.BV %a).%{tl• •410 •f AO a R•Y11e•.•1.an.nnD•0.1•nJ.1•0.1•1411•MO ffi t./A •0.0 tl1•me a1A 0.IfUAA ffi .o •RO•nIU N.A ltlN ILMI •0.e-1410 It.441•AO•0.]A M.320 •0.A aLl •AO 30.1 •0..D KO_A It. FIw IDM YI18'd. D) SEE TABLE II,SHEET IO FORANCH_OR OROUPAND QUANTITY. SEE TABLE II,SHEET IO FOR ANCHOR GROUP AND OUANTRY. Mfr I R.w•.d W. Mi. R•+bb0 \OAU, 1v•(LYNN )'��� ml NI0 .r6db+c R.uuD 6" amewD Rr. No.58705 NOTES: _ Off. D-,Ou- Darn 1)USE THESE TABLES FOR ALLVANDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �= DESIGN PRESSURE TABLE J ROSOWSKI p: 8IS : w 1070 TECD.a TE OF •Nt/ HNOLOGY DRNE Intl 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE 'OT��'•;A(DRIDI;.•'•G,��; N VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 051`15H5 7)FOR SIZES NOT SHOROUND UP TO THE NEXT AVALABLEWIDTH OR HEIGHT DIMENSION SH(M'N '',L,r�S/nNlt�F�•` (B41}4Bo-1636 PIN, n� 7 A,6• R,0. 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CE" OF AM 1292N SH-5500 NTS 11 OF 13 MD-SH5500-01 69709 TABLE 12 TABLE 12,CONr.: BILI of Materiel lull of Materiel,cont N Pat h Description Material N Pad 0 Deecrhtion Met9del 11 MHUrmram0 e8 a Lack Mechardent C sled 2 Ingle AM Frame Head 6 Jamba-Flange PVC 4B 72019888 Sweep Lack Ca.t ane 3 WM03 Tr4e i4mg Frame Head 6 Jambe-Fin PVC 47 72019668 Auto Lack CD,er Aseembly Out Zinc 4 —BMa-- e ik+r9 Frame Head 6 Jamba-EqUal LCOOX PVC 46 76X1180PTX X8 s 1'Pb FH SOS(Auto and Sweep lock Sew) SS 5 @0105 SWDH Frame SID-JCharnd PVC 49 720200 Auto end Swnp lack Kuper Cast ane B 620100 SWDH Frame 810-Flange PVC 60 77M04PPA tib x 314PH.PH 50.4 Screw SS 7 820107 819DH Frame SG-Fin PVC 61 420761 LfR BoMad Tilt Latch Caner Key PVC B 620108 8H10H Frame SIII-Equal Leg/Box PVC 1 62 420182 LIR P5 Rat T6 Latch Comer Key PVC 141 620131 IFIXed Meeting Rall PVC 631 7834PHFL 198 x 314 Ph.FH SDS(Comm Key Screw) SS 18 620129 Sash Rid](Sides,Top 6 Bottom) PVC 64 420183 Tit Latch PVC 17 8201 Balancecow PVC 66 420184 Tit Latch Weiner PVC 18 620133 Sash SaplSeraw Corer PVC 68 720207 I'M Latch Spring SS - iB 620158 'Pug Rag Interlock 6005 T6-A- 67 420160 Plastic Tilt Latch Finger Poll PVC 20 620144 Pug Rall Interlock Curet PVC 68 720182 Metal Tilt L Ltch Finger Pug Cast Zinc - 21 620167. Beveled Interlock 6WST6AI 68 420180 Phot Bar Coma Ole PVC .• 22 620145 Smoked Interlock Corer PVC 60 720208 Plwt Bar SS 23 620150 L1gMSesh Rdnfomement 6063 T6 AI 63 720181 Sash.Pug Handle Met ane 26 620152 HD Sash Reinforcement 6083 T6 AI 84 720104 Sash Pon Handle With latch A.—b[y Caul one - 28 620163 Standar!Meeting Rail Relnkgsemmt 0005 75 AI 86 7834FPT INS x 314 Ph.FH SDS(Pldl Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement BOD5 T5 AI 88 420188 Bohan latch Sir*.Plate Cath ane 30 61644 Weathendilp,.107 x.270'Fin Pile 87 778588 Na x 618'Ph.FH 6M8 9lrile Plate Sew) SS 31 6Q= WealhemWp,.lW X.300-Foam Bulb Flat PVC 72 720135 Lemi I.G.Bend - PVC 32 61718 WeattlenDlp,.167 x.220'PolyPne 74 Bachbaddkrg,GE 7700 or lbw 781 811ceme -- 33 61825 Weelmeutri Plug,.220'Fmseal 76 71648N Satting Block B'x 1'x WWI 85M-5dum EPOM - 35 78X1 WIT N8 X 1'PIL PH SDS 9nledock MounOrig Se" 76 Duanex Superspecer NO'Ydth Hot Mail Butyl C cxnPoslle 36 7aX3THPX NO x T PR PH SMS(Muting Rall Scrawl 41088 77 Cu.mx Duresasl Spacer Composite 37 718699P Meegrig ReY Screw Support Plate 6063 TO At 78 Cnrd:ul XL Edge 8 er Can site 38 720210 Wmp Hole Coyer' PVC 80 81012 Esdruded Screen Frame Alum - 40 720)OOM iConalant Face Balance B7 81011 Roll-Formad Screen Frame AWm 41 IM—x314'Ph FM SMS(Con.Face Balance SaevO SS 02 7CKGL021 Scwn Caner Key fa Extmdad Fnme X4 PVC 42 ISpInalEadance 83 47042 Screen Carver Key with Pug Ring X 2 PVC 43 720205 Spiral Balance Ends Nylon 04 47041 Screen Comer Key wlibmt Pug Rh1g X2 PVC 44 78X114FPAX N8 x 1-114'Ph.FH SMS(Spiral Balarra Be") 410 SS ,86 mkSPM, TocaPon spring SS 08' 81B18CA0 OcroM Cloth Fiberglass - - - B7 8183SMI614.140'screen SpIlms MaehlnelHand Rated vinyl - 4avovW a1 WmplyagrA(YtM LYNN \\\111111// ��Y Ie oda C `�,C'r`ON.........n7j7C/�'. Rmw W. Dahl 11aLNre NU el U'sarfW -`if: •..�.'_ RMW air pia /bNtlx 16ne��'��� iia.56706 po`•�s4,g /'� BIL OF MATERIAL(BOM) J ROSOWSKI 'O((`''••�,<OFlor; ���f.: 1070 TE1M OLM Drill M. oWc NOTES �SSyVAlf�L��`1G;` N.W04MM FIL 270 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD,TO BE LABELED FON MMA EXTRUDER CODE lllr\I\ Smlc Dmai/p Na. Ian 2)DS& EMS 99-13,16,24.23.20.34.39.St.62. M.73a79 ARE NPE OT USED AND ARE NOT PART OF THIS APPROVAL R.LYNN MLLEH, P. sa7oc rXnT,of At11H./z929e SH-5500 NTS 12 OF 13 MD-SH5500-01 OPT.SWEEP LOCK I� 4 46 48 OPT.AUTO LOCK �\ 47 18 p OOA 1 (E)OR7R- 6 S\S S g 49 45 Z2 I -8 � BORO INTERLOCK COVERu97 60 OPT. 21 BEVELED MrrEREDFRAMEWITH 18 INTERLOCK '><—, ERIORANDEXfEMOR &COVER FRAME WELDS 49 77 54 63 80 OR(9 14 44 io9�w+.... ~ I SCREEN 4SASH ASSEMBLY LATCH DETAILS_41 oa TORCE 1' e3 PULL 46 4JSPDiAL BALANCE OPT.DLE 03. AND EKTrRI INTERIOR ANO EXTERIOR FRAMEWELA9 WITH EsDETALS EXTERIOR \ 53 3' Ut ` \ 69 I S \ 47T4p1E3 iO 63FME J ilo�x4nlmmMibivYilna ,\ 1111111 ' ------••----•"•-'---� NDAY ASSEMBLY 'O Teed W. wb RMMm nmb r . ' DETAILS - rm.solos '••*= Par. HDrEs: EXTERIOR IOR \\ xfp �E�5'..;��� EXPLODED ASSEMBLY J ROSOWSKI (C ':F(ORIOP ���' 1070 LOGY 34275 SINGLE Ti W: Wb: 1)SOME PARTNEL�IONSNOOT SHOWNARTS ONDRA.OWINO F��•s APPY. 'ss�<>NAI-ENG' �o4N. NICE,FL�_1� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FDR REINFORCEMENT TYPES,SEE DETAILS ON SHEETSS37. 0.�5�1�11lVIL1ER,P.E. S � Me Srab' P Nn Ar: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.P.J 6Bf03 ��, /zex9e SH-5500 NTS 13 OF 13 MDSH5500-01 i M IAM bDADE MIAMI-DADE COUNTY RIMA 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.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 Miller, P.E., bearirig 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..County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the-performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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.16-0218.03 rne�rn naaE COUNTY NOA Date: May 26,2021 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 10/10/14, 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 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. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010: and with FBC 5th 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-51b 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 Contr l 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. 1@ VISILE IMPACT-RESISTANT OR SISTANGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORM MISSILE IMPACTi7E31STANT PITODUCT$ FENESTRATION PRODUCT INSTALLATION.TYPICALMPLICATIONS ARE SHOWN.EACH SITUA71ON IS UNIQUE AND SHOULD BE � EVALUATED BYAN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD,OPTIONAL IX OR 2X WOW DIMS E USED, GENERAL NOTES___,..__ 1: �y s MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 'INSTRUCTIONS._,..._—1 a � FIG'U'RE 1: Et"ATIONS— __.„__1 llif MUl TIRE ----Opp+PglrpM FORYERTICN.MIO. AR41mto 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULUONS MVtLTa2Xx�oD._._._.._�_ HAVE BEEN TESTED AS'FREEfLOATNG'AND DO NOT NEED TD BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL "�Ta 1%A6USOMtY-..2 �Y D MULLIONS ""� t�Nyy� IMTT�� NOTHAVE AGAP OF MORETHAN TIC FROM THECLIP. INSTALLATION NOTES....-,._2 (v BH>PE REELTOMASON;TY—S __ FHt:ETS 2J MIAL TOETEEL SILO—3 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHEWNDLOADS CORRESPONDING TO THE REQUIRED MNLLTa _ DESIGN PRESSURE.MULLIONS ARE CALCULATED TED TO OEFIECTNO MORE THAN060.THE tOS7RESS NCFAWWAS NOT USED ANreirntSPEce_. 4 to .- m IN THWANCHOR EVN.UATION.THE 1.6 LOAD DURATION FACTORWAS USED FORTHE EVALUATION OF WOOD SCREWS. 'u.1ERNATATEWA3 s SAY NLIL NBTALLATMN_____4 O 4)PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERSANDtS BEYOND THE SCOPE OF THESE 1 X2X.125 MULL SftT4.__3 = LU �J/ 1 INSTRUCTIONS. t X2X.373 WILL SPECS-.._6 1XL76X.375MILLSPECG� g N BEEPETAES ` / /yi /%2.76X26MY&LSFEC5___6 z ATIQU4 j ,t / iii A ` 5)USETHE COMBINED W3DTHOR HEIGHT OF ONLYTWOAWACENT FENESTRATION PRODDETAILSUCTS TO DETERMNEPRE3SUgESAND fXa125Xb06 wnL.spEc6__.S � p � b1TATAN 1-- I - - 1 TEIM10 ANCHORAGE FOR THE COMMON MULLIONOFE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1X4X,t26MULLSPms-,x_10 F ONLY TWO ADJACENT UMTS AT A TIME WHENUSlNG7HEDESX3N PRESSURE AND ANCHORAGE TABLES.7TIELOWEST DESIGN t%0%.976 TUBE LIaL ePECB_11 d gGEt523 PRESSURE OF MULTIPLE MULLIONS OR FHiE3TRATi�7 PRODUCTS SHALL APPLY. i%t%SS TenALSPECg,_ii g /25 Xa1MX 2135 MULLSPECV-12 � W 0)WHEN FINDING YQURSIZE N THE MULLION TABLES.ALWAYS ROUND W TO THENEXT SIS SHOWN ON THE 1.25%a25XAM MULL SPECS-13 Z FCR AeLE{S}, t26X825XA2e tAALSPEf.S_tt A g LENGTH HORMWIK i28%a94%ffia MILL 6PEC8....16 = �L SEE OETMLE MILL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING STUCCO.WOOD BUCI[S BY OTHERS,MUST 2X4X.2SMAL9PECS-x-16 g BE,WCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.AMCtf6AS SHALL tiE COATEOOR CORROStOti RESISTANT 2%SXSSMILSPEts�—Il i// /J% sHeLta ASAPPROPRNTE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SWLLLBE PROTECTED AS REQUREQTOPREVQNT 126Xzti X.125MUL SPEC3_1a F ;TF7ll REACTIONS, 30'X32SSAY MULL GPECS_12 aC X 326 SAY M LL SPECS.-_27 MLUONACL>PGMPN9gNS,.,_21.23 O iF.NFLfR,1TMA I)REFERENCE TEST REPORTS:FT48419;ELCO ULTRAOOWAOGRE•GATOR NOA'S EXAMPLES 1&2.._____..____24. 0) PIV7aICT6 LLp iQY eAcsAMYt7ta M}MUWNS OPND CLIPS HAVE BEEN DESIGNED 8TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIN BUILDING LOADING EXAMPLES—.f 111 MM a iL1ED CODE•AND ARE APPROVED FOR IMPACT AND NON•IMPACTAPPUCATION&MULLIONS ARE ONLY TOBE USED WITH Ul nYPOT. POT-APPROVED FENESTRATION PRODUCTS HAVING CLMENTAPPROMALS, W -,t r- 10)MULLIONS ARE IN COMPLIANCE FOR USE N THE HVIQ. /ET8iww2O . A�ORR WIDT11) HI TITY OFEIGHTO EACNITS WTRONAAL MULLIONCOMDASSEMBLYS REQUIR MENTS OFTHISN THE SPANANDOPENINGMu� WIOT111HEIOHT OF EACH INDIV57UAL MULLION COMPUESWITH 7NER[-0UIREMENT80FTHIS NOA TM --II INSTRUCTIONS ADDMONAL EXAMPLES OF MULL CONFOUPATIONS: 1)DETERMINE THE DESIGNPRESSURE REQUIREMENTfWSIM FOR THE OPENING USING THE ASCE.?STANDARD, MEL OVBm+O F�NORfLMi0.1 Lt4X)TH� 2)CHODSEAMUILL.ION TME THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3)REFER TO SHEET 23 TO DETERMINE IF THE YAM LOADING S'RECTANGULAR'OR'TRVNGUANJ APEZOnW. . d FIND THE 11BtENI M6AU r NEFMOLRC d �, Y"r T)HE MUWOMS MWTABLES IA THROUGH LAON SHNEUENOISV6ETRHTR0AiUt0YNO2R0HORi20N7ALLY). WPRODUC ERBVISED NCTOMENMNLLOtDHANOOUPEDMIN - ey E '4�IvwNEYcR oM LENGTH KOFM mULL" SOBTAWEDMEETOREXCEEDNI ' Zl O2mgTEP 1). =lPl A)FROM THE SAMETABLE USEDIN 9TG')ABOVE.FN07FEVALUEINTIS XT COW MNANCHORCAPACITY REQUWFD(tB51.THS VALUE S F16M1 1 _._ REPRESENTS THE WIND LOAD TRANSFE(BtED TO NESIBSTRATESYTHBANCHORSANDMUSTBEMETTO ATT AIN THEFULL AR)LLIONCAPACITY. mw SINGLE MULLION SINGLE MULLION jPDRARROcAL2e&AI. B)FROM IRE ANCHOR CAPACITY 8891 TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUB97RATE WNgTION(MULTIPLE 11111 LYNN !//r M�YBR�aG IASL ANCHOFUSUSS7AATElANOHORCLIP PATTERN MAY MPIYJ SELECT AN ANCHOR CUPPATTERNAND VERIFYTHA7 THEREQUO7EO ANCHOR CAPACITY ISMEi. �' Liceas Fq L•-,,.,7CORRESPONDING DETAL9 MULTIPLE MULLIONS INOUFGFIABOJE ` Tj IF THEMULUON CAPAIXTYNLBS[F79 OBTAINED WTHE TABLE SMONER DT)E _ .• 14..58705PENING,YQUMAYUSETE'ANCHOR CAPACITYAOJWTMEM FORMULAMNUDSTHIENWEHEgANUErVRATHTSS - STANDARIIS USS: VALUEA LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE =O•'?/'�� �' •2014 FLORIDA BUMINGCOOEffBC},STH EDITION 8)V85FY THE DESIGN PRESSURE RATING(LSSWn FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH TIRE FlNTLL MSI LLgt ''?T••. E �:`•�tti •AWSUAFSPA NDS•2012 FOR WOW CONSTRUCTION CAP m OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MUTED FBNES7RARON :.(1�'.,p<ORlp�:'��� -ALUMINUM DESIGN MANUAL,ADW2010 PRODUCT Y. A1p� •ASISIOOO71S2.2010 S)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORAPERMIT. tiC'YMS D7i1,1; �1�l FL �. P. $5705 S/705 DETAIL A: DETAIL MULLION TO2XWOOD BUCK MULLION ATTACHED TO IX BUCI6fI8F Y ORWOOD FRAMING WOOD BUCK AND MASONRY - ATTACHMW sff Ae�etstae (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BByon*msmmm yN II—TI. INll11ON I j ^, . •�' 1•:,,,'•;• Z N L I I j 6fE CRIIO b I I GONIA mOR S1-9iTlms I I BFE SE6 TA01E9 S STAlDARO� I E06E LOCATE • i EDGIZDW E t61w C Y N OFlBEf NNLL m m I FOIINASONRY A rAumer a II vaunt m� a _ i i 1 Awaeae SIDEVIEW .Tem wxFrn Z m ALL NUlNtt6 G FJMER TN6 0 F 7 4 � � BTANGNID 'a: aFFSErwu z cuvwreE � � 9y$ fu uA - . INSTAIIEa BY CA O Z n' EXTERIOR rlo 4 Z _ oav++cE 4 F.'Z •� '.e FOR Z O _ waoNRr e Q m o . � < �NIFinALffO� ANCNOnS � �� yo y� R£GOmnBTmEO FOR E d EXTERIOR Ynloovn.mlT wr ¢ f —y ALGO es usEOFaR F rn m y oTHDI rRN.es mcv. U Z Q 3 3 TYP.ANOIaII � � f� TW.ANCHOR PERStIDSTiGR a 6 TYP.ANCHOR PDIBUBBTMTE, SEE TABLES 1&188 Pfli6LB8TMTE, / BFETMlES t61EB - BffTAB1E9te-188 / EOKf�AN� - BDCFSTR® sEETMIFS T ATTAWIEM Eyl M / BUCRSiPoF t&1!6 ELEMENT' i� BVOfNFAS. AND STi6 NOTE 1, BYOMFRB. ...r. •• SNEEi I. —.7 CMJ, . .. SIDE VIEW FRONT VIEW T4lOW1CTRE�1®Rul� AeWYBLLwi FRONT VIEW DATapI�DFIa �' � BY INSTALLATION NOTES: Kw 1)ANCHOR EMBEDMENT TO BASEMATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I I 1 Z) OFANCHORS AND MUWON SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \ K.I LYNN( OUANTIIY ONLY.BECAIISETNEANCHORCAPACIT'IS BASED PARTLY ON THE ANCHOR TOANCHOR DISTANCE,THE `�,�1�:'•�,tCf:NSF, CORRECT OUANTITYAND LOCATION OF RS MUST BE FOLLOWED.REFERTOTHETABLESON THE Z, Q: FOLLCIMNG SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. _ 3` No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HE 04EAD OR FLATHEAD. LC= 16;W 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL G SHEET3. iU, 5)FOR MASONRY APPLICATIONS IN MIAM-DADE OOUI'M.USE ONLY MIAMMME COUNTY APPROVED �.p'C '•:FLOfAOP:'(�\: ELCO ULTRACON OR ELOO 114'S.S.AGGREGATOR MASONRYANCHORB. L S/pryAE� A.6NNIMILL.Y `E. FL P.E.#58705 DETAIL E: Mall-Cz MULLION TO MULLION it MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES, MASONRY STRUCTURE (U-CLIP) 1)MAY BE INSTALLED IN e (STANDARD CLIP SHOWN) INTERSECTIONS, 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. EITHER TIE 1 F-*L— I L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 FOR CORRESPONDING MULLION, to tV TOP VIE z 7N181EiROD t Ii I. Frt� VAFw"s ORPRE01IILL D':L 0 w EXTERIOR n< n s UULLM rhswwrctIP% M FM= :3 Z ANCHM Z. ALWIMUMI)FOR D E L • OMW�—& EXTERIOR ININD"IMIJAY UZUP 0 PER TASM TASUM�'1321 FRONTVIEWIn AVACKNBTT Em vlo—w. �ANW smoIms. IS= In WOE wx-mtOHO .cnandSIDE VIEW MWZ71(51�MWMOR� 104M FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTAL�8TAIONDMS; wRmulftE il ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. �.AN�IW 'suasmm TMtEB to-Im 2)QUANTfTYCF ANCHORS AND MULLION SUE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY.SECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE THE �IIKIMTS PR=JC7rRC"SE0 CORRECTOUANTrIYAND LOCATION OFEITHER MUSTBE FOLLOWED.REFERTO THE TABLES ON THE qua Fop jdfs.MtMflrid. FOLLOWING SHEEM FOR DETAILS A-0,EITHER THE STANDAROOR INTERIOR CLIPMAYBE USED. 8=Cada 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXREAD OR FLATHEAD. mum Ilm 4)WOOD BUCKS ARE OPTIONAL SEE DETAIL C,SHEET 3. D", 6)FOR MASONRY APPLICATIONS IN MIAMHDADE COUNTY,USE ONLY MIAMWADE COUNTY APPROVED -11— ELCO ULTRAODN OR ELCO 1/4'&S.AGGREGATOR MASONRY ANCHORS. -=ARM FOR ETTP11R11DST101 TKW 6UT FRONT VIEW W"AND0CWUANTy4IHIIG DVILI�M 1.1m Nr COMA2)(N'OOOBAgtERMLWVN4 EXTERIOR MWOODANCKR&M.0 SIDE VIEW NOTES: z 1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD E Lu ANCHOR VALUES MAY BE USED. 2)SEE CORRESPONDING MULLION TABLES, SHEETS 540,FOR QUANTITY OF SCREWS. /C1YNryIry,�LEF1,P.E. FL P.E.4 SUM I DETAIL F. DETAIL G: DETAIL H: r � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION Y (F-CUP) (ANGLE CLIP) (ANGLE CLIP) Y sEEDETAnaAE. �y� d BNEETB2AN0 a FOA WSTAWTIW TO6PE.•a1C 6UB6TMT4L. N F MLALIax 4 I7 m la 0 1 0 0 o O O O O O O O W O O TOP VIEW N I O ml �xlxi UJ SxwlmNzA,. TOP MEW. ' j i a 1VP.ANCNFA m- SO891RATE, 7 EXTERIOR EErA1NES LEBOILIBE Z TYP.ANCNtli 1 EXTERIOR j Z 6TANWtDMUUUONOLP NOCU-ITOfRFIEDD I I 8EETABIS4IB•NB Ob , I ~ ? CONOIiIOTS. I I I I 2R LQLUONENO.NaSTBE Z Z Q tOyVI p I I ; I , bST41FD UISDE OPaAYNLRI f c .� 1 , , 1 I II I I I m F y 2 ui MULLION END. i Oa Z O I � � I eVSDEOFAMI. � �K K VV 1 1 1 6 M.ANCHOR STR S . 'ERSUBff TABLES I.I0.Na If aTEa.ALw MOMOOD,STEEL. 8T— OSE EXTERIOR OR MASONRY E%1E110R AUKOMUORMA90NRT /BOdF®MFlE16 \ : EXTERIORS' !® � ('NfAUCi RBVISBD O ppAM°`� F a+ TaYiogwilA Lha Flod" DWINriy Cone ® I ® INTO VIOW,STEEL. 4 O ALuHma NB(x•0218 g 1 EDG VER ALIIKTAIUORLK60FeLY 1 KK N Fip'vCkODafo 762 ® ® OISTNNCE M lho0lel ANCNOP DISTANCE f —® —® f NOTES FOR INSTALLATION OPTION_G 6 H: `L ' y LYNN Aq�T/// PELANOM ` O ``lpl,•••••••••.• - 0 1)USE 2 ANGLE CUPS PER MULLION END.OLPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS FMULLION �`�ht�;'1OENSp •,R 2)DETAB.G.SEE TABLES IB-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE Z \ N,,.55705 1)DETAIL IS NOT APPLICABLE FOR THE BAYOR 1.25'X2.11'X.125'MULLION. LOCATIONS. — 2)SEE TABLES II3-13B FORANCHOR QUANTITIESAND SHEETS 21-23 FOR HOLE LOCATION& 3)DETAIL K SEE TABLES IN)OR 168 FOR ANCHOR QUANTITIES AND SHEET22 FOR HOLE n IACATXk!& ,•e+` 3)THE 2X3 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ,11 �. � TABLE 1A N4164"Ow"It,Tall m � Openln044Ntm(for v-6-gMePa.iNmeft")mOpm tapfulam(forinrtmrta nw-mm O) wn SOm TOY 0 00% fon fm 1. tan iwb RzWpY Tlq�f(ivtl, NUarRa 7MplA1A'y. 40p4eOW1 W.* UWRMry Rod.... Melir472M A114T0aa. RM24Iy0x 4M¢ RrelA1PIM Toplplwe. sl 1Mr TAWBt.V. � p 112x.126 I.." IAVAy L-la, mlmt0 Lamy LWmy fa4ley U"" teMiq ta40O tre+p 7.ae7 GMAq L.-ft Lamy 1-fttoraOO Lamy Y N X3«,4 € m IS Lgy 12Y IIIA IN ins 17i 032 40e 1146 >b JeA /N fWA 3N 64O 400 INA 711 "'I US nth 3n 311 401 INA 310 4LS M IN.O N0 3" 100 INA 110 Wa IN INA 311 � W 41Y nA 30 0A M RA 112 T3A 2R 030 112 e7.0 20 40A 30 032 010 CA V2 47.3 M 17.0 MI 01.0 N4 313 20 GWJ M ne 1 20 MA, 244 n4 ]12 41.0 N4 tl ttDMM SO-h WA M 1" 211 312 EI 01.6 7N SOA 211 617 M 30.11 ON 421 2L2 310 261 041 220 3U 2111 141 NO NA 2111 403 210 N.11 111 43 210 240 201 447 NI S N Nna! N7 - 201 SOA 117 TOA 2N vA N7 -6 10 3L N7 41a 111 242 Ni ]1A to n3 M NA 10 N.1 20 141 10 I40 N7 341 /0 144 N7 341 t0 m � d 5 SOON W AIA41.7 OR L0 200 31A 10 NA 2ly MA 10 NA M 24O 1w 23 NO 17.1 /SO 103 20D NA I77 I40 SW 21A IN J } OY nl IN 333 /0 21A HI ]4] Im ni 101 zee 146 ffi1 1111 Ila 1- 141 lot 2L IN 184 of 21.7 W g � wn = 10 SOA 142 240 ISO $1 In 10P iSO III 110 f0A iC 111-0 IN Z V� nY 227 137 231 130 140 n9 nA 118 ISA iM 17.8 111 7 OLLI WV. An 140 ID n2 t00 147 IN nA w, (/! len ns Ne w 1a t- v "a TABLE 10 - AxCNOR CAPACITY ADJUSTMENT FORMULA- AMD arC..rAt,T06Y . ANCHORCM..:�. 52 8� za prcMe 3a1¢m u Femael Fr MMU (D P_ �oANCNOR CPP.,,, r- MULLION CAP.,�„a, 6Ye•s1m wesE 6tf1'tin iM•1i44to n0f4Mt si28YM si204td W AAdvryN ri8'Bc01A0rcm v+'E.lAtMAn 3TT2.1Aaa WPmt70au41 X MehorCOp PAtbrin Is14cm AOP00- M-A AtatWn.-(.1 eaet.laa Emil USE THIS FORARILA 7D O8Ta77THE-ANCHOR l2. 50P0YYm10M r 2u7 r 2-17 }Im r Lw r atrr }w S 44r Oat• a • CAPACITY REQUIRED'CORRESPONDING TO AN Q FAa40nsii aY4• tax tare FNi' r Fw 14/4• FtH• }w sAR• idR• r lar 7aA• r'A4 ACTUAL PRESSURE REQUIREMENT FOR THE 0 1Aa1m 04JY Mho.¢!0 alxw¢pi1t0 10. son 4wft eon nitp mn Seo e11 7Nn Taft von n 11111p Nln 4yp 1w OPEN630,WFEN1719 LOWER THAN THE MlAl10N O. T 4AMaata f.lY1,Y aC.lNatlN{orompap4q.a Iwn non WA WA WA SOA W. WA WA WA WA WA 00. M. nN. CAPACITY(FROM THE TABLE)OF THE SELECTED f mi tt 4Anm310Y30n o.¢I a6AriA riY ai ia0b awn w0p Iw" tow- eon ewn WA 7wn Taft W. 130" waft ees. 13Nb MULLION.ETWIIL YIETDAMINIMUMANCHOR 2MSVm 20A0•Mh¢¢IVQb.hb.l2Y AWft.43 WA WA WA WA TVA WA TVA WA WA WA WA WA WA " 710. CAPACRYWHICH MAYBE USED TO QUALIFY f Aa1n+F4anwF 6z +alb ton Saft asp M. tun raft III- son MAI NO. 4nft In. M. Swn ADDITIONALANCHOR OPTIONS FROM THE 2AaMt 1.ITMh¢W Fefb6M. tab ]wb iNA WA WA WA Iwft WA IYA WA IYA WA lit. 4QSn Won ANCHOR GAPACIT(TABIE NOTE;FOR THE OFFSET CLIP,USETHE SAME ANCHOR PATTERNAND ANCAiOq VALUE$A87HE STANDARD CUP. FIGURE 1: FISURE Z TABLE NOTES,- SHEET HE • * * i)SEE SHEETIFOR INSTRl1CTION30N USING THE TABLES AND SHEET 26 FOgtNFORMATION ON LOADING. FR�y�ivb6w�OMF.i6 SEE SNEET62-4 FOA%NERALINSTAt1AT10N METHODS, ...j 1.000•r.. aw'a-C*0 AatFtlixo Na' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANI7IOR OPENING WmTH318ALOWAeLE r D+M •�) FIGURE 3: i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-Z& � HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. 2.00Ir MisOi F2flURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION& ANGLE CUP MUST BE USED IN PAIRL 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AOI 301 SPECIFICATIONS.HOLLOW AND GROUT-HL ED .1� `�loa�1.YHN fl0URE4: CONCRETE BLOCK UNIT(CMU)BHALLCONFORM TO ASTM C-WWOOD SWILL BE FRES$URE-TREATED FIGURE FIGURES: �•Z''y�(;£N33 •'..yrs 6: YELLOW SOUTHERN PINE WITH AN 30 OF 0.65.ALUMINUM SHALL BE 6003-TS AND BE A MINIMUM OF.I2S f �^'a;' * • THICK.STEEL STUDS TO SEA MINIMUM GRADE 33 AND.046-THICK(18 GAUGq STRUCTURAL STEEL TO BE AT vxrx.iwMULLION LEAST.12V THICK AND A36.ALL ANCHORS WTD METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND • ..I THE MATERIAL 610 6 012 ANCHORS INTO WOW MAY BE STEEL.164 SS.OR 410 S.S. �7O`.• S A.LYNN�MI44ER\b,E.` FL P.EA 58705 TABLE 2A Menon c.paclly r.tw e.m3 Dopetl9Wh)th(for r0 makwoE 431TRBHp1pMQoTawif¢Aptrs p 'p mh 6th I TOw MM I w I lash 120b fob 1mh R-9- TWTAao f cftoy T 01-4; R aW.' 4grtaai. R+rW*� Tw,-Y ko,H TN'- R�O'Hf IY✓D![wC tw..N. T o.,; RWWIw Tnp0is6 � q 11xaA70 u-09 ta.va Lost. ta.Rnp Lmo t,patro tato Lawn toast fassv Sadat ta.aac 1sAiV tamp tman tmao aAeg�Q taE+a it�5 Mum Tubs 11 11 fill 11 1 1 fill 1 11 fill, fill, fill, I� I, fill, 1,11, 1 11 1 h a nb Ins em lists 430 Isla aR PBa 4/a t$T 802 =a an nae am 'as]aro I tato ear -0 an a.I an tate 'IT MT am 1604 017 KB e3] 'no I 3n GST eat me an O Nb 1274 TOI ft. 410 IOTA'a0T naR 4m a" 307 may *2 no Car 1=1 no Iffs air as 26r aae ifmT Kai as a 7 tar 0a0 les ta4 W7 Mal Le Sea tar Boo we Kama.IOa1 4m iKo SN m.4 as Bae an rtf 40 00 SBS to 158 KS ]m n.6 4. eta m at.. 400 -0393 4a] 4m -0 83e 37.0 na ata M a4 4M 80.6 Us Sib CIA 4m U3 we nt 4t) KA ms1A mo Taj 322 $14 400 63.3 300 473 Coo MO na 42T 4m 623 3n Sas 4m all313 $6 a0a ptt 323 Car 400 6t6 313 Lu y mw ata 3% Ka Da MV a4 ".5 In 4te 033 atB Clfl sae C4 49. Cao 30 014 MA - 02.1 731 120 m $0 3r as m as Sa+ 4" m me RII too m ]Ey W. d;6 M VIA m 14&5 202 46] 2N U412% 41e ]SIa6 m 8# 23r 8a sm 37.4 sm $e m 3SY 032 234 2#E 315 M 122 ]e1 304 m Too, $t W 90 ®b tla m K6 2n 30.0 aa, 42A 2P3 334 m AA al 8] m KI 2+0 $0 2n 3L6 245 114 200 86 752 las m Ra.0 210 Iar Eto 21.1 2N ND 260 2/.T 70B .Z ¢ �, M 721A tl0 070 774 lib 800 Hae z12 to a7 ffi aA tap 86 7a 8s ta5 $0 as tie tat ISO 316 sit tea /S0 2R6 Col -w no w tae lie I" tri w in 22} .`Z" 'fob ata Rm no n1 256 10 27] in 2tB '102 as 11D 112 m Rta 101 n.0 Zm ZT tea tae 002 IU 162 110 2m 5tT tm mA - 1So tae 0.6 202 ma too .J�.J y Z 7th as- m 734 tl6 ae 102 Sat 1C: $2 fat aA 18R 11T to mr tae 157 tW tet to 112 tm tap 1� ttA 5m m2 102 ttf fat 14 436 68 10 142 no Bah tab 'M as Co fa4 1M fat fat _ rob tax ICI /Se 1 113 G 1' ye 0 TABLE 28 MthorW T.M.04 ANCHOR CAPACITY ADJUSTMENT FORMULA: N aw in(wevme Im- incl040. INwbpa 01.00 (pp)X(ANCHOTt GP.Z,�,�aANCHOA GP.o K x Y Aaplsa Yi8'Dmtmncm iH'EkAVWsa� Sar Dm Y2PEmptNal 12rmwiRisn i4.88EIao Yfr ECO 1iY 8a FIw pIosbe /128ktl ..omw \MULLION CAP.„.,, A6cmo/C1p P#Camp tattoo ApgoOp %bom A03e(MMW 3m'amS eawKA) o-im USE THIS FORMUtATO OBTAIN THE'ANCHOR rpl.otl.wM r L NVr I r air Nts• I DVT r !tm r Cl-- r a MW I CAPACITY REDIIIREIY CORRESPONDNGTOAN a 2 tq Emgaamt tN, I t tar tar r EI24' 4vr 1-vr I-Ir' I.ve I... r I.Vr I— Isles ACTUAL PRESSURE REQUIREIAF,NT FOR THE t tm'afh OFfaroaaal+r.4l mp4N.£k Saab I imp 4mb mob -ft No" m Stip rmb 37410; W.. ankh b ants b OPENING,WHEN IT IS LOWERTHAN THE MIJUJON 4Aaivea t.frLK o..,0gWOsh4Ob0q.21 Mhe Kub wA raA WA WA rmb tnt xw WA WA wA Ma aaab 11mb CAPACITY(FROM THE TABLE)OF THE SELECTED '3 4 A#tAnarum,atx7W2s3Np[6prey.3k Tmb no.WFT. limb no anis roams WA M- n6p» Nob -ft W ROb MULLION.ITWILL YIELD AMNIMUMANCHOR ]NaMe QOAS'0th 0.C.IVq,ab.l%'ANn,OL.4i WA WA WA WA AGR WA WA WA WA WA ICA WA WA WA D#b CAPACRYWHICH MAY BEUSE77 TOOLW.IFY _ lh-WO ,6k Imp +arms rob Nab a22b ti3b +n ma mw. name tnb XRQo QSb tmb tab ]rob ADDRIONALANCHOROPRONS FROM THE 2Andn. I.Ir3mt QC1 2nb 3mb WA WA tut WA tnb WA Rat WA WA WA Him. 4ab amp ANCHOR CAPACIIYTABLF- . NOTE;FOR THE OFFSET CAP,USE THE SAYE ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLP. _ FIGURE�1, I• E• ,�li TABLE NOTES: eFD[AICTBBVL98A 1)SEE SHEETS FOR WSTRUCTiON$ON USING TN£TASlESAM}SHEET 25 FOR NFORSMTgNON LDADNO. Du 6aryCb'i.OwM SEF SHEETS 24 FOR GENERAL INSTALLATION METHODS. --j 1.000-)-- AOa 1 'aS_ Fiplw'malbb 1 2)LWEAi INTERPOLATION BETWEEN MULL LENGTHSANDICH OPENING WIDTHS ISALLOWASLE DT FIGURES:BYIts"3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOA£XACTOIMENSIONS,SEE SHEM21-22, 1000- fI HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTR=ONS SHOWN ONSNEETS3i-23. 1 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �iaONY LYNN A, ANGLEC.P MUST BE USEDMPAiPS 4)SUBSTRATCONCRETE SHALL CONFORM TO ACI SPF.CPICATONS.HOLLOW AND GROUT-FILLED _ Sta' �`4 1'�£NSC ES: FrAHUZ4: FIGURES: FIGURE& CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TOASTM C00.WOOD SHALL BE PRESSURE-TREATED _^T'; N.66706 YEttOTY SOttTHHUi PBNE WRNt HSG OFO56.ALUMNIJYSHALLBE 5669.TbA"1DBEAMit+QYUM OF.T2S t'X2'XA76'MUtUDN THICK STEEL STUDS TO BE A MNNAUM GRADE 33AND.046'YNCK(ISGAUGE).STRUCTURALSTEEL TO SE AT � LFAST,12b'THICKAND AULALLANCHORS INTOMETAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ILS J THE MATERIALCOBA,#12 ANCHORS INTOW'OODMAY BE STEEL,188 S.8.OR 410 S.S. �A•. S b ..r1LOK„ �rsj�NAi_Etiyt` A.LYNN MW4Ef3.1P.E. FL P.E A 58705 TABLE 3A MuvanCaw Tab% v � N2giNM01 wNm17' AMC" y4�� wk, Wk, ilk, 00 wb took, 1201, 140% NON }yQ1 i X2.70X I464A7 TrT8 Al- iwan3 twGg InrR$W tmey LaMgO tmiN todr0 Lo40tq t-ft Lt4af0 t44trp tuafill C $tst0A9 ttaaQO $ft t-ft IAT" px°' ate" qI6 5fi y�p�g D�Igg yy�� � }p�(g p�5g yyb Eg$ �5g �� �g�4 }p8T$ � 11 11,11, kq1, fill, q1Sg 91 qg1 qp1, 1$g ye11q1$g 8i 8 �p8� q61 b�g5$5g 7y�{$ gg�g5 jp81 g fi�� qp�Q SS8� Z �a4 d� Z1, (!j Op 1mo Ow 1700 425 I= TN Inc 4" 00 Imo to 17em item DID Imo Sit Imo tits Im0 021 1mA 1240 1100 621 144# H61 Imo ml WA 1]01 IT" $21 lilt 1301 110.0 621 0 (tit 1,p Z 7m Im0 b,1, tma tM 1m0 6M t10O OO now Me me 1fU tmA 011 151.6 iDf im0 dr1 136A 1t" tm0 M0 IMI Ilit 170,91 tm f7A Ila MA ow VA Ila Imo 00 7 S bomb Imo 747 a" 503 Im.0 om im0 wl 1674 1032 1Mm bM 1466 1-1 Imo Im 1,0.0 'an I"' 141 IDA ton'"no 756 PTAmO 1mO 1m 021 1032 MA rM 1sA IOO 110.0 156 � wV] Mb MO M 1700 Sit IMA r@ TIRO 611 1342 W IW DO H0.1 IW IOD 7m 1W.6 W? NSA TH 440 007 um IN as 007 ILw as as tR Iw.e to m6 002 140.6 mf m mk "I.1 iM M IdIA Ba 117.0 730 1]0.1 111 IOU Ta 1160 690 ] Im 1082 ew TOA loo w.0 661 m6 7m OQ1 611 MA Its WA 114 Im 733 NA 674 k,1 136 DIA "I 5 wk, His m1 IUD 010 lots 030 111.0 mi 074 AM ILA 847 762 0m o01 bm or.? Me no "I me 600 773 621 604 0m 764 e1, dA tot m0 OI mi an I6.0 521 N DI mb 1040 101 1124 O2 MAI w/ ml I" m/ on e3o MI 632 OW 77.1 403 WA WI Ill 45 U0 m7 5fs 401 a4A eA 03.4 6k, 21.0 eW 03.7 4k, mf m7' Q7 414 � W� y� rd ]E Hb 6iD 6k, TTA it3 160 No T3A 1x bRi IO M2 - mA SM 674 410 TSA HD m2 413 {0.t 610 wit 036 '31.0 0. 13P 4O 2" $10 44A x03 mo 610 K] Am - � Dry7• q ,`� mp eDA Iw RJ 490 07.44M e12 M2 414 4m M.r Me 434 /5t Oda 'm as 4m 4U sn 01.7 4m 41A Soo ]IA 4M 37.r io2 21.6 403 -00.0 lm 21.7 IM 141 ]6t Of $' mb UAL 403 52AMi 416 431 MAI JA 0.t 4m 446 im k,.1 im 4LT AM X7 m 441 mb H.f Am at 331 268 4.m MA 344 MA 4343" 111 20.1 i= 312 AW wk, 41A 3A 131 AM M6 w 364 2m 2DA w31.6 2M 20.1 AD 213 2m 232 m 24T 211 m9 1R ]21 303 HA 2H 210 7O k,.0 37l 103 255 yet Q SON M4 29 3Q{ m7 mT ]R 20.1 2O iiE iPt 230 ]A MA ar mf 2" iRi TW 226 No k,.2 ZIT I9D 2k, iaf 2{i t6A 232 M yp t W N il] RSI N./ m9 k,,2 22l 204 201 HD 227 164 t0! 161 727 100 im }( C 8r 11Th 223 216 22T IM f40 210 iRt tot Imottal Me 1mb 17.0 1M D.t tO U x Q TABLE 39 AnlilWG cl T1DN b ANCHOR CAPACITY ADJUSTMENT FORMULA-. 21'-- iD4ibm iplORiDiU 1-,cw orww9 woo (DP-)X!ANCHOR CAP....,..1�ANCHORCAP.- AmMTTpr Yio•EbOut- wetfmle OnTEb 516•EbO1Art9M l/P�tlww9n -=Ek vq'E7ot 046Ekf 110067 ViewtH6tta MDtL1ON CAP.,o,,,q A.d-C1pPM1ws Is- A1.1 It- III-to 14n.(535) 6-031057 USETHIS FORMIILATO OBTAIN THE'ANCHOR Ed.Ntttroti C 2tTf P 2.16• OO• r 2-tJx' r x-i!! T Ate' T 046' 04r 0]Q!' CAPACITY REQUIRED'CDRRESPONDINGTOAN ErM1beSVO IW3Y4• tan• 1014• 7 t-u4• 1.44• uIn• 1-1k,• tAN• 141 r 1.3'e' tam• enp ACTUAL PRESSURE REOUREMENT FOR THE 2 .rs 0.G arCM47p¢D.iX Nob twat 480- b t b iron 2m b Can W4Iq 034 u. b 11th 4- wtu OPENING,WHEN IT IS LOWER THAN THEMUL.LION 4AMvtp LiCNOi aariuwet>oa,MiOb PL it Coon Tmb wA wA mA wA le0%41 !A res NA NA wA g2mt e650s 110th CAPACITY(FROM T)E7AGLE)OF.THESELECTED 4 mY'/Ano.C.7watltuq cR4r It Iwb Tmm 5mb tee0b 1wd04 tlwb rmuA IUs }00b rub Own im2IN eum mm ttwb MULLION.R WILLYIEID AMINIMUMANCM 2 Arclm Oob'84.ao.rt3OAmo.tT+•NAa.iPo.4k WA !LA NA NA ILA tW WA NA NA fAA NLA W'. H41 MUr nsb CAPACOYWHLCH MAY BE USED TO DUN.FY 1 Arm>f K290y.bt iwb nob 2mb 4411ti 612" 'a" 472. ]mb Wft fODT 4Tlb 1mb 22IRt mob ADOMONALANCHOROPTIONS FROM THE 2 AIXtm 1.tYlA4taar F41, 0 210%1 ]SDb NA NA ILA tRl 1wb NA NA NA NA NA alb 4- MORE ANCHOR CAPACITY TABLE, HOT&FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLEF. CMI LED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCTABWSED fa aanl6rM wIVI IDo 171,1! B�ALdi%,Ibdt FIGURE I: FIOUREI^. BAw mDNei�'0p 1 ��'IrR T"'L • TABLESKEE3: -.�LOGO't-- �1 1)SEES SHEETS 2-4 OR INSTRUCTIONSERALI ON USING METHTABLES AND SHEET25 FOR tHFORMA770N ON LOADING. BY BEE SHEETS 2.4 FOR GENERAL INSTALLATION ME7TbO5. I Pmdup Oxm41 FIGURE 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENINGWIDTH$ISALLOWASLE `111 /rr' OtCf LYNN dp r„ HOLES TONE DRILLED IN HEFIEDFOLLOCLIPS ENGDIMT TO SCALEFOR RESTRICTIONS SHOWN ON&4ESEE EETS21-3. 2•T ti 1}C.ENSF.4Fq�: M HOLES TSH SHOW STD.FIELD APPROXIMATE HOLEL CATIO AL RESiRICTI0N8 SHOWN ON SIIEET821-23 :` •" FIGURES SHOW SUt2OEB7ID.APPROX151ATE HOLELOCA71ON3 STC ••,?; ANGLE CLIP MUST BE USED INPAiRS. Rle.ES706 _ 4)SUBSTRATES".CONCRETE SHALL CONFORM TOACI SOI SPECIFICATIONS.HOLLOWAND GROUT41am FIGURE4: FIGURES FIGURE& CONCRETE BLOC(UNIT(CMU)SHALL CONFORM TO ASTM r-K WOOD SHALL BE PRMSURE•TREATED 975• 'O YELLOW SOUTHERN FINE WITH AN SO OF0.65.ALUMINUM SHALL BE 009345AND BEA TANLMUM OF.I2S' LFASTJTEELSTAN0 A38.ALANCH RS INTO 3AND.0HALL1CKN ATLEAST 3SC7URALSEADS BEYONBEATD 'fiU S1 F r4� • + LEAST.STEEL STUDS TO BEA .ALLANCHORRADE 33 ANDAN HICK(18TAUEASTSSCTURALEW I&•DSSEYOND V X 2.76'X 276'NULLNON i'�Lty'•:FLOR4O1;.:'\�: THE NAIERIAL#1082112 ANCHORS BNTOWOOD MAYBE STEEL,VIA S.S.OR 41055 L P.i�" R. F 5 TABLE 4A MW30O C.p.0ty Table OPa1UI14WM01(kOryMlw8la9VaL7D mfl0.ro}a Hlf4Nf{W71f0GIaTfe 7517 sm) a` C wk wk lob wE PON iwk Ink took took {!� 4XLT1; a+Iln`PA� ai01R'Y03 tivotlPp4v -'eigl Ro-.4Y E41MYy. 1+FAnYU+ Tnyfeaq. wkvft TWU-p 1Yelug4t T�'Aao ftavbeJ4Y 9q'/oMP. a TiawlM400 "we'aJ RgQ6ep a ASOANIDt lo5bp 10501a LPabtm tddnp LdBN In14p Waq LOa510 IOaay tJldep Loop 1a4ft 10 10a31O L046,p Laa'V 4W4p WM7q Tube 9 # z m 2 y 41k 1764 170.9 436S vel, IMO fJ/ 570.0 boo iR0 !w /M9 Pw 1M9 !N ROA 1111 1Ta4 4M 170D lnP 1R0 RI 7700 ilW 1O 2" 421 ISL? I= 170.0 Sn 150.0 1= 110.0 321 J ae. RamToe 1M0 SN IMO 5w I70.0 044 170.0 Ow Inca On 170.0 1135 170.0 lel 110.0 Ina ITU m Ilea HIT UOtl ale 14LT 0R 170.0 610 121,4 1417 170.0 4M MO.w 1111 Me M = MA251, I= M7 1700 lea IMA on IMO OH IMO IM iM0 ON IMO file I= 721 1028 17w IMS 1H If03 Mw Inm 76d 111.5 019 1700 7w 104.0 12M IRO Ile OIA 1710 IMO ne � U1 Mk 1700 107 IMO /1! 1MD M 1R0 421 170.0 1f% 1700 754 130] I1w0 170.0 603 1339 11]0 Inal w 1Me I 1154 Me 030 Iw.S 1150 770.0 lel Sat ff. IMA wt 733 1160 170.0 lel 00 � O Mb 170.8 4w MA MI 1615 Off 10..! M 1253 Ole I"S 744 fO9A Pia 1525 7W 9 7J of S RLO M 09 913 I134 in 7u Off 114A TIS 020 PIS IVa 713 41J Of MA 713 � m { len Me Ile 101.9 7M IM4 OM 170D m 10" ew O32 p1 01.9 450 1122 all NA w0 Ide 0R TSO 630 00.4 boo OU W OLS Ow bl7 /TO Oaf 8M 47A 070 OL1 IN 2 (� � p as" 132.7 710 IMA we 110.0 737 5104 e37 Ota M Mae m 825 W 10.1 4N 734 747 40.1 M 040 757 U2 am 630 707 704 M 472 7N 763 M 41.3 M 742 Soo '�S`^ 39 12k 101.7 020 10671 W M4 an wA boo R7 049 10.1 w0 %35 M 722 Sn !ab a" 04! 4N 6119 w0 0.1.2 M QA M 312 IM ]0.3 M 413 OA 31A 60 662 M in (�77 a� z 70h 446 !N W4 il0 Ri 377 78e Ole a. if ala 476 W.1 $71 908 of 4L0 Sit VA 4M 432 475 51.0 439 SBD 671 ?A 431 320 6N 4L9 M IT.O 071 HA M a T ]Ik LOA 542 wA 0.4 047 SR 70.0 ale 61.1 60 B.1 4w 000 6R 637 446 4L4 50 ofD W 100 a0 11.0 431 333 In /210 411, UA 641 408 4b 130 312 iL1 03 i" Wb Ml 497 5LT 311 a4 414 43.4 = n2 401 me TM X6 4w 302 30 269 4W at 854 MA 407 2210 Sit 23 WI 26i an, 140 407 21.1 321 142 407 wo, 425 wM N.1 310 S30 M n2 3H 367 351 32A Soo 2L1 338 2L8 321 23S ale 20.1 w0 11.5 370 240 2le 17.1 = 214 n1 ILL Ise 162 244 ID k 7{ G o ilea Mf 26! 304 2'10 7af ffi 251 w1 wt i 221 277 leu m M9 244 ff.? no fa0 n4 141 293 faA z77 ((IfUn 41 a I 'i I'll, nA 281 963 212 237 M7 236 n0 16D wz We W 0.1 w 182 111 10.1 2e7 10.4 n0 I1, N N y 72611 224 2M 223 746 E43 714 166 2w fa7 122 192 201 TABLE 4B ABthW Tak Oa ANCHOR CAPACITY A0.IVSTMENT FORMULA: g r Z awlnwa znoalYaa SW1bon law u I'iadf7AU " PT YYY (DP„)XtM'CiR)RCAP.,,^,,,,,^)wANtXiORCAP.,w %10'E54 wallem Owoko VreeLM 51M* 41381aa Make MULLION CAP.,,,,,,e ARdwrClyPaa5m5 AxMrt}pa vwr Efmlk wD001Jeeem � SNT1JWWatIn w12a l.HeW A0o1.O.w iarmm �se+4aia151 SYbxw57 a�teU USE THL3 FORMULATOOBTAlN THE ANCHOR . E000 WlY9en r.. MIr 1• aiw iw 1• 4ifr 1' 2-iz r sva' r 044•. w OAir CAPACITY REQUIRED'CORRESPONDING To AN .- Em6 . iy1^. I-we 1.w• 134^ r 1-W 1-iN^ 1.111• 1-W' I-w '1•w r 13'J 137 'Mo ACTUAL PRESSURE REQUIREMENT FOR THE G 47rYh0.G tS7a0NUCM 000.12 39Pd Sled 4wd M. i b .- .. ISih iced 174" Mike Pop 3H b" AQd Ewp OIPENING,WHEN ET ISLOWER THAN THE MULLION 4AOv1anD1.1I•IMI.O.c/btlNna(Y OatllCb F4 n awp 7w" WA WA WA N0. Mt. WA NA wA run wA leia u26p CAPACITY(FROM THE TABLE)OF THE SELECTED - fANlnM1grMAOA101.1A'M...IJk.IIk iwd Mae Oval IMM( few. DIOp b& WA Twp Md Mft Imp w2p si IUM" MULLON.It WILL YIELD A MNIMUM ANCHOR 2Ancrm 0140• O.G 1U955546.RSAtm,(Pti.♦ WA ase Oft iW WA Wl tkA WA WA WA w wA I LOAnsg CARACTTYWHICH MAYBE USEDTOOUALIFY . fAntMlFppOq.Sk -It. loo" n5d N3. on. Inle 101ef 171. 370" IV 517. "R3. IM" nid Min ADDITIONAL ANCHOR OPTIONS FROM THE 2AmMa t,tSAK 0.575 Lek NOb ewd WA WA NA RM too" WA NA 1W WA WA Oalb 1a1. Swp ANCHOROAPACRYTABLE• NOTE:FOR Tim OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARDCL.P. [�+ CIRCLED VALVES ME USED IN THE EXAMPLE ON SHEET 24. MODUcr�IWED . ^'•�/ mem1P1'kAwMft FlalOe 44 FIGURE I: Ff URE2: TABLE NOTES, p� wi0 ONI S)SEE SHEET-FORG GENERAL INSONUS7N THEMEr TABLES ANDSMET25FORMFOFUMTGON ONLC"NG. 1.007 f" BapinitOO Dab 7Zmi J SEE SHEETS&A FOR OENEAALINSTNlATIONMETF10 II2 Mi.In 1111 771 2)LINEAR INTERPOLATION SETWEEN MULL LENGTHS ANDIOR OPENING MtHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 10$CALL FOR EXACT DIMENSIONS,SEE SHEETS 21.71. 2,767 .a�`.:'�fCEHSg•'�M+�i • • HOLES TO BE DRILLED IN THE FIELD FOLLOWINGDIMENSIONA.RESTRICTIONS SHOM4I ON SHEETS 211 5M .�',¢'' •.• � FIGURES SHOW SUGGESTED,APPROXMATE HOLE LOCATIONS, No,50705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECI�CATONS.H011.OW ANO GROUTfiLLED CONCRETE BLOC((RJR(CMU)SHALL CONFORM TO ASTM OEO.WOOD SHALL BE PRESSURETREATED w ;� S: Jj FIGURE44 FIGUREFIGURES: YELLOW SOUTHERN PINE WITH AN 50 OF 01&ALUWNUM SHALL 896)(1345 AND BEAMINIM!IM OF.725' SA7 275 OTU: THICK STEEL STUDS 70 BE A MINEMi.M GRADE 33 AND.W8•THICK(10 GAUGE}STRUCTURAL STEEL TO BE A7 'a'�'•'•.,fiLOnkUF,.'�4 I.EAST.I2B THICX AND AX ALL ANCHORS INTOMETAL SHALL EJRENDAT LEAST 3 SCREW THREADS BEYOND 1•X17S•XAW MULLION TNEMATERVA•%1 ea912ANCHOFtSEMOWOWMAYSESTEEL,1"&&OR4103.3. 117111111 A.LYNN MILLER P.E. FL P.F-#SOME TABLE SA � M+flSen 0 e TaaN M nlnOWldtll o0r3enim2tSpeM+DmNlam)Dr0 n1 HIIOM((mlDlmtmA''WSr�tOINDR!) rY ay_x�, Wb Nn Me, Nb Wb iWb 1706 lab, 7006 RaSA+Otal T.a751ra RealePW T110n5aY RN/r9Jn 11aplrNp whill LpRAam. Rw-gjN Taawm-w Reabpte, T+R1Raip1.30.176'x lab04oafry La db; U-0 La25a0 Labs batt Wry L."V Lawbg LaaO)0 I-5a0 yY z 0 �� N Rb USA 010 110.0435 1700 TN Imp m Imp om 170.0 50 IRO ON 170.0 Eta 1740 1115 IM $TI Imp 4240 Imo 521 IRO 1415 IrDA 571 1me DR 1T0A 621 MIA IQ 170.0 521 J an IRO 701 /RD 6T 1IDp DW 170.0 6N 1TOD 012 1R0 mp 170.0 ttu tR0 W1 TRO IM 1)70 577 +RO 1417 1R0 LBO 157.7 IST1 +70.0 ON 1W.1 191' IMA me 111.2 1ST IRO am ,� N aB.asn 1mD 117 1700 6W 170D IW IRO 6]7 1760 fON IRO WI 770.0 1105 Inc 170 IRO INS 1R0 i1T fR0 11W 1760 1W 141] 1tl5 ITOA TSS 121.3 1M5 170.0 133 1W] H0 1100 7W O 0 Nb IT0.0 /W 1140 SD IAA 1R0 OOI 170.0 7113 IRO 151 ImA 127 IRO W7 1661 1101 IlOD eT IND 1101 1R0 am 121D +Nf[14� W INA III 170.0 WI 011 IN1 ImA SSI m a5 m j Nb 1R0 SW 110.0 101 170.0 10tl IRO tat 150E Be 1R0 91 121] 1150 1x1.0 OQD 1]11 ifW 1046 117 111.0 11W 1NT Yf0 O26 1160 ON 70.7 1155 IND IW 00.4 1153 LKS OW J fi on IRO ab 770.0 745 156.0 100 1102 030 1]1.0 IW IM-5 IW 118-0 10N 14L7 SIB INS 1010 t]]A 013 WA ISO 1715 MIM 100m WA 100 113-9 OIB 6" 100 It" N0 Z,�� � 2 p Wb IMA 065 170D TI DOJ W6 151J aR /10.7 OM 0L7 IN 1012 aSa 11.4 T4 as 155 11215 M 0.1 ON 1051 757 Me 065I 3315 WS 017 7N 521 IS5 00.7 IN amb 12LO SOD 7510 M IRA 1W111.0 OR 01J SW IRA AO 00) 361 W3 6W 7+A 0W WA NO K] IW Tea W AA SWp] 4aA OW WA ON 441 SW e0./ 0R NZbiW2 iN 111.+ an ato 721 N.0 OM 74J 7T UA NS W3 721 768 505 DOT 7M RI 670 ala 721 611 070 4315 Tt6W 21.0 Tf 610 601 K/ ml W.1 W) � 7Tan 101.0 ON 10SA 6W N2 aN WA OT 121 ON 7M US 011 SN 70A W7 661 SN 6U 570 545 W/ We 551 07.1 ON541 !L, me 51.1 OED SIA 684 543 534 ZWb 05e 611 9.I 430 6L0 0H 57.) NB 47a 514 60.0 110 N,f 511 NA JOf 146 6N NJ 427 W 014 37.7 Ni 415 $14112 2)D 6H 10.1 4W mJ 611 2TJ 4W !a-' fnZIan 611 152 SS] 101 ISE 49 47.0 1b 30.7 49 4015 00 3)15 151: 3615 W1 m.1 432 415 3T 77.1 462 70.5 570 2215 4MTS IDA 4a 243 3% It 14 7215 355XIOOb 741 79 )0.0 323 31.7 107 17] 317 T3 39 244 112 711 157 251 >0 211 )fi 227 ]W 10.0 307 200 2M IU 351TW 1L SIR 151 29 IIA 39 ISA 233313 710 1W 203 330 30.1 101 250 739 b.1 TID ]IA 57a 711 ffi 10.5 ]31 7015 2W fi.0 3b fi0 IN HO e5a7T DJ 110 140 IA 1fA HT1 D-02N = 7W 711 >s 211 151 10./ = 21D 356 f7.) 20 161 257 I44 200 15.7 210 110 1W 141 2N 1115 202N OA IaO 11A Zm a3 2N IDA TABLE5B ANCHOR CAPACm ADJUSTMENTFORMULA. i®R! SaOfq Lab ANCHORCAP..��„ A-A. i011v1¢ SWCva NO# (DP•)X� )=ANCHORGPu•e50x0 cowas!310 00a5 a12MN0 nzstal MULLIONCAP.,�,.aAnWrCOpPa1bm1v"7/0a euml#mm yr BaelxlmRovv�matr6u6u:m yrFk00sa nav0aar IARIW AWWGu.1-IN)uivWN sab(G5) USE THIS FORMULATO OWAINTHE•ANCHORRa I• 2-vz r 34.07 z atl• Oar osr CAPACITY REOUIREW CORRESPONDING If)AN.. 0nvl n 1Ar r tsx• +ar ww ACTUAL PRESSURE REQUIREMENT FOR THE 2Anf0R7eair Nn a4/gO+a tT m 3016 ®m WOb f m nom Imn 33170 71ofm R m b Jtab 31170LabSTpb OPENING,WHEN IT IS LOWER THAN THE 40IVON019 21 NDb TOb NIA WA NM Np ]tlb NA W - WA A Wtb eeSb 1tbCAPACITY(FROM THE TABLE)OF T1E 39.EG7®+ 17070 rmm ee6m +6Wmfrom 6Wb, xu Tom rNb 0tlb +S@b Wzm Wam 1+706MULLON.ITWRL YIELDA MINIMUM ANCHOR 0ARI0ROD.Is•an op.4uCn. 10O WA nIA wn WA wA WA NN wA tanb CAPACRY WIOCH MAYBE USEDTO QUALITYp 007 1Wb tWb T2)m Nsb eab Dab +nm ITE gob 106 b 4Tb tram rnn aD b1 ADDITIONALANCHOROPTIONS FROM THE•2AR1a u' 206 35Db NU w.1 IYA IW 1Wm" xN WA WA NA IA1 31170 4Qm (006 ANCHOR CAPACRYTABLE NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUESAS THESTANDARD CUP. PROOUCTRBVI5103 . 0ITLR tvIW�e F1bN ' I-1oo�-+ oaa��Cod770o l4'O 218.03 FIGURE I: FIGURE2 TABLE NOTES: r - OWa rfD2) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING T14ETABLES AND SHEET 28 FOR INFORMATION ON LOADING. I ➢7 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 54 I l 1111111! i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIDROPENNGWIDTHS ISALLOWA➢LE 3.125 +�O11H.....:.•TLC( i� FIGURE 3: 31 MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE.FOR E%ACTDIMENSIW7S.SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. I = '<: FIGURES SHOW SUGGESTED.APPROXIMATE MOIELOCATIONS IL f:.' Nu.56TD5 ANGLE CUP MUST BE USED N PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TOAC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500 LY CONCRETE BLOCK LIMIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED "O•' T,(� s0W' FIGURE 4: FIGURE Tz FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF•126' LU5'fATE ` IT��1 1 : ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK 18 GAUL (7'VF MULLION) ,,LOWO STRUCTURAL STEEL TO BE AT %1125%.LLQ F ?� I LEA5T.125'THICKAND A38.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND ION) '� . . �;:�G`. THE MATERIAL#105012 ANCHORS INTO WOOD MAY BE STEEL,I"S.S.OR 410 SS. A, EP P.E. FL P.E.#55705 TABLE tie M.MnCqulty TIOW OP9ntttS WtdMQxtfrtln/7.ePaMrp nlBam}arOpa6N0 HaiBM(NrtplmrllFtapenmtp rtANaln) C�C Nd Ne Mh Nb Wb tach Imh 1190 lob R•+dt•¢ t41we,1N W+mw. Rwwgb RSYTA•0 T•F(7OwC ti-V" Dvmw p. Tild"b; PAnu92• It•TMn9 tt iuyf 1c. It.-•1w I TtgY"% Utlp 1916.126 Lo-ftIA.3• tcr•• totlq lfa ooLaw•• a1ft Loo" L-be tIx-ft L i6 Lofene lobMa Lad>o I.adv Ls-ftLA•ha t ft '"J1J PAmTub g � pp 1 1 111 11 if pp� �. fill f if 1111 1 g h g N d 11 11 If 1111 In 11111111 Z ah ROA 110 two IM ties 7N ilea, N. 110.0 am Ma No 170.0 an IMA 60 170 1110 070.0 Ott IMA IMO le all ITAD 00 ties Sit INS 11M 170.0 an IVA 1401700 am O J Nh 170.0 700 I= 04 170.0 NO IAA oN lime OR iMm NO ROD iM MO Vat IMO fV5 I= W IMM 13M 17M We 7312 Nw 170.0 No 1112 Iwa iT0.0 No 072I= RAO aw �� S WAMd lime !N 1700 M IMA dN 1MA Nt 1700 IoW 170.0 62624 'Me I'm IMO in latl fm 1700 TN 1NA 12M 1]0.0 IN 117.1 ttJd 170-0 iM tacA IZm IMA To au Imo ROO r!e LO Nh 170.0 in 170-0 oN Intel6o tt0.0 art tt69 H1411 TN NIA HN 170.0 007 1372 110 ROD W tn. Has 7790 i9 IOL it" me NI /eY tis6 170.2 Goi 772 tidy 170.6 635 - W � � Ne I= aN 1790 Mt les,7 1N2 lime Til INS aN 'w .32 ttL1 ION 1481 010 111.2 MQ INA all 1004 TN2 13U m 111 Iat2 IMI 762 71A fax bat 762 wo, 1062 it 761 � m j N0 IMO 910 1790 N! 15II as MA /11 i21A aR INA 7M tflA aR NI.O 7N Leis-Oa i2iA ]M pIT ODI ttti TN 760 0$! tel{ 716 Ni 9I0 1060 TN dt7 N2 101.0 Nd mb INA N7 1760 N0 IDA M7 14LO 7N 1161 Ni IN3 7N INA M IRI M 614 N7 IAT Tia 127 N7 INS 7m sa6 N/ all 71I M.1 OR t1A 111 01.7 W so N1 Z ah loss 0W IAT 7N INY W illi 7m N.9 W 1060 7062 ND N1 96{ NO 766 N9' N.i ON a) W Iii 67! aiJ W 16.i as a1i Be 725 Sat 42) N9 721 NI I UID T Md 110-0 lot 1261 aN 6234 Tp lou 19 AL1 iq OOA 00 772 IN OO.. 6M W 7N N2 620 N.O IN, aa) at$ At M 6215 N2 41.7 )6t 0629 dA $7.1 7N 669 0.6 J N 110 106.2 7N inA QI NA Tri 949 621 ]fie JN aL iw sea 711 NA ON al/ 724 at MI N,4 7#i N.1 eu 116 721 N.3 3N SOS TI1 d4.3 fAT m.4 721 N.8 563 -f r f Q N0 ND W Nl 10 bID ON 00.7 NI 467 W 162.6 {aO AO W 17.1 ISO k0 W 62.1 U 51.0 ON 762-0 W m0 W HD iw mi 6N >11 /N JulON 567 m Oki N] 471 IIA W a) 4N a,.7 419 449 471 AS 471 360 4m N.6 4N 3ta {M 3L8 IN M7 Ila 329 Sm ut 47! Mi 3MM 240 Na tSa 3N US 4M 34Y 3» F iNh 10.5 Stt 11.1 311 NA 311 WIS 311 tat 777 304 NO M2 N7 ma, na &I ]tt ND 7m 9621 S7/ 220 717 tai 3/7 10.0 SIO IIA 317 17.1 301 N N N . Ill It N.l 357 320 113 369 NT U$1316 2S4 311 2f) N3 mS IN N,i -mi 2d0 761 t2D 306 160 at 30.1 mot Iii 1a, RA mt Imb 217 306 2" 2M NA 3N M1 m1 ND IN m3 tie 161 Sac IaY 2N 163 Sac 173 an •!{ Q iNd R➢ 29 172110 s TABLE SB or Citd TabbArichANCHOR CAPACITY AD.IUBTMENTFORMUU: Gtr iGKlels "k- 4W FW CMJ P Melt ANCHOR GAP.,W,,,, Y10•Tlm in'08Eka'J{6'EteO 114'ea ..06.01 N2Nm1 at2$Sd (0 e)Xt ,=ANTxaa CAP..MNa7CTpPham• -0,-06277.62 On,t7wt®.!m twekntr m4. tmla Yts 6t»w«m 17t•t3toteacm FORMULATO OBTAIN ApprOb t2dem A>ar �wwiD57 s1wrN35 6a.•SOSS USE THIS RSQUIRATOORRESPON NGTOR FA060bWu(h 1' 2111 1• 4w .362.2' v Alm II LVl r IN, r 0.1, 6241• 0.&4• CAPACITY RE0UIRE{YCORaEMENTFOO H AN. F.e2wU•d mT tan• tar• 1-31• lav r Yue tan• t•ue t•vl t•fN• t•vs• r 1ST fa, +nasACNALPRE05URE REO1pREMENTPoRtHE 2AneMra4J,Mn..G leMtlw6n00u1t1pF41.22 3ww Imb Imb M. 1 Ib !Nb Tae .13fb lab SNB W. arab Nib Nb b. OPENING,WHEN IT IS LOWER THAN THE MULLM 4Amin®42,Mh QGIBaM+1w0•r0 Cha apt iNb =IN w N10w a62b WA 6Nb WA stab WA "ON WA @26 Us. Ilmb CAPACITY(FROM THE TABLE)OF THE SELECTED dArctps®t.tY2eL OD.tSaatrd04t1awa C9V F}0Ik View bONb .WA WA A FIIa Td0 WA WA ow, WA 73-M r., 17Imb 'mas MULLION,IT WILL Y1ESDAMNLMUMANCHOR 1AKMng Yash O.Gf(630Ao•a0r1Fp.0 !Nb -7Nb Naw I-" IBNb Simw Nelpt WA INw I.I. aNlb lamb M19ONib 11mb. CAPACITY WHICH MAY BE USED TO QUALIFY lAn:Aara s`W0ZJWnaMOY®N1ft6 we" "To. 1mNw M" 10Nb .rob 0Wb WA naw limb 1 b m].w tN2b NRB town ADDITIONALANCHOR OPTIONS FROM THE i AKkm DmAYfAR GGf bb,t25'AM..tip.70 WA WA WA A WA WA WA WA WA 0aA WA WA NX -XdA taww ANCHOR CAPACITY TABLE. ORDDUC7RBV7SED 2AOVMl®t.tY Mi.O.C1F1'Op Fp.F7. ]mt. mob Mas Mew INb WA 3Nw WA 313. WA Wllr WA Ntb N2b MM 4M9tm I.iTtlia Oat P43p(%1 INw 'M. TPA fLLA WA WA Sow WA WA WA WA WA Nab W. Itmb m a4w NOTE:FOR THE OFF CUP,USETNE SAMEANGftOR PATTERNANDANUWRVALUE5A57HE STANDARD C1.iP. -*j 4.000"r-• DuR > �(➢•62Ii!•0 intim Dob L TABLE NOTES: FIGURE T: FIGURE2: FIGURE 3: FIGURE4: FIGURES: FIGURE9, Wrmi FOR INTWNATIONMNOTHE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE t\t 112• • • • ♦ • • • • s o • SHiEET32d FOR GENERAL WBTN1ATtaVMETHODS. s • 2}LINEAR INTERPOLATION BETWEEN MUU.LENGTHS WIDTHS ISALIAWABIE .?. 4\GEN$q'�;•.p'% • • • • • • L. ? •t it 3}MUL.LIDN ANO MULLION CUPS SHOWN ARE NOT TO SCALE.FOR DACT DMFNSWNS•SEE SHEETS 21-23 HOLES 4-000• "'�i N0.%105 TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTiONSSHOWN ON SHEET$21-23 FIGURES SHOW FIGURES, FIGURE S: FIOURET: SUGGESTED,APPROXIMATE HOLE LOCATIONS. O•• +�^ �6 UIr z • s • • J.. lu�prp��� 4)SUBSTRATES;CONCRETE SHALL txXlR}RM TO AG Mt SPECIFICATIONS HO[t01YAND GROUT-FILLED ��•'. S. 1 ' El • i 02 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALLBEPRESSURE•TREATED YELLOW ((--126• '�.h sYORIOP.•SCy`: SOUTHERNPISTUDS TO NEWITH AN SG OF 0.66,ALUMINUM SHAW BE 6003.76 AND BEAMSTRUCTURAL INMLMOF.I2S'THICIt STEEL • 1�Fr •• V`3 ANGLE CUP(FIGURES a66)MUST BE USED W PAWS. AND A36 ALLL ANCHORS INTO MMINIMUM E AL SHALL EMEND AT LEAST 33 AND bW THICK(18 E3 SCREW THREADS BEYOND THE MATERIAL 010 aTEEL To BEATLENST.12V � ��'•, #12 ANCHORS INTOWOOD MAYBE STEEL.I"S.S.0114190.& 1�U�• A.LYNNUWE'R,P.E. Ft P.E.B 66TO6 TABLE 770 MWDOA C.9aft TAdla OPWWgrkq -sce 1P1NNEIH tt M)brop.Ah8H.4tKQarhorttQtaMSR.art9 WfW0134) _ C'C Mb Mh mh 1 ll 1 colo imh UNI, fah Imhix4 kM.ATa t0eanp TWIIGniO. LMra BL�V LTA'<"ns- k+.•ID L-ft 1 Aca lc � L-ft ► fit ► 7niQap tatmp pZl A%na.nn. 1ppy 'qppp OFA yq'1E} qg qp epi Sg qy yg� +5�gg yy$} *5g $p q6 7g} p5 yp q5^g� $p pBl 5g tp� #5$g' ye qfi gg Tp} qfi gg yy q5•Ry' yp 1gp iB{5g yp $g q} I.O. MI'NrOR 3 i 9 t8C 3 aB Y i 48 Zi 98 +T 3 d § i 38 3 76 i a$ 3 3i 3 3S 3' iB i 4 8g Z6 i N m lU Z N 4h INA /m IND W tmA iM IND 4m 1160 OM 1740 6P 110.0 W 179A 510 INA I118 V7101 021 170.0 IMO INA 031 1140 NM 1704 WI 170.0 Im3 1104 021 1760 1101 1mA 021 J Mh 140 7m 1704 Os 170.0 M IAO ON 1740 IW /110 OA '7070 1127 p" at mo 1270 IAA Olt iA0 1117 I?" am 170.0 17m 1760 p0 00.0 f►W imD eL 1874 m 1704 em � wmm ima 707 1704 O.S 1740 sm 1700 oil 170.0 1M IAO ON tAa 11M 170.0 Tm INA INS IMAI 747 1700 14M 1700 Too 1700 RW IRO Tm 161110 1.9 IND 700 im.51 ION 170.0 700 Mh 1700 }% 00.0 012 iN.O im 170a MI vool 7Ho INA I IM IAO 1273 1760 at /700 Mw 1?%A I or 1740 IOM Mo 6.6 mh IAO MS 1160 701 1mA 1030 iTW istli 1571 Ifs 004 Mi t20A itD iT60 at ImS 170.0 m7 Uma 0m 1711.0 Im 1700 1417 1701 M IAO i0W 170.0 M1 1061 IMI 140 1031 -0 Wti 060 low 1114 tato Ima IOW %2 NO Imo "M r J wb IAO mtmA 700 tMo ft$ 1704 Om it"�NW tmA No i700 .m mo 1010 too'? t0W 1700 i0m NIA 1002 110.0 its INA I 10Q ibis tim im? IN3 197.1 Im7 µt MW I%A list � a (. cob IAO 970 in.. 7M INA in mo Ow t"A 13M 1740 I= 1065 lilt IAA 105 M4 1472 IW 1140 LW 14m IMA 1t. 1%1 1472 147A His 9IA1471 1µ0 t1. 102 1072 IMA IN Z 40two "" A. 17tm 1m. M 1700 140 1to.o two Imm two "" tot 1.0 mto. IOU fm70 m IN's mSA m iWA IOW ILO m 1f7A 1024 MA 13M N2A '03 µ0 7970 1124 1012 U .�j3 mh 140 lin Uma /M 110.E 'IM 1M.4 IM3 t21.2 IIM Iµ1 Mt it" 11M lw %o OL7 I'M 1102 m 031 it" t%A 202 704 ItM %A MS M,1 1114 qi Ou 061 TIN W3 123 Fy' mh twit till tmo W7 tY4 Sts 147.0 wo it" im/ 1270# M7 106► illi t/.J wt W3 illi tOSA ptO wA illi 1.0 as 022 Its wD 000 a" ttm itis .1 MA tim 032 Om v coh IM.1 ON i11A 1m At M W., 7m 172 M 17,1m %A M m2 712 m µ0 M OM M Sl0 OLA At. M 041 On MOW .0 M too ON no M 47,7 a a 3a2VV .Bh 0.4 1`42 MA 40 712 m2 712 053 028 742.672 m m7 IW 6" oil 464 742 Oltan µO 742 4U .14 ui M 430 000 31,0 742 30A M 274 No 27,0 ON � Ll3 c3 p kbT..e o pn tab 0170 Om :: Om OLI OM wJ 6x1 44.7151614" e0 10.1 6m IIA MS ]IA Oco aTd if) au Om S12 iW 741 TIO 30.0 Mt 724 Om ,3p4 i71 10.0 6m K7 i10 N M'0 8 (lab wA Om Ott 0w it6 m2 iA6 im 412 Om Q. 417 10D OSS 200 4M N.0 m0 W iii 210 103 212 Nt SOA Om 271 (0T 204 MS 242 M i►0 Wm 224 4Q V N _ i10h 160 1m N.4 W S0.► TTI M,0 4m S20 !1 w1 im 214 ♦n ]31 414 33s 470 130 Opp ?21 4m 244 101 1!0 im 2.1 MO 10.3 475 IU . Ila Im 02 MI ,� Q tN1l 131 470 307 300 124 Sm 1u aM ita }u to: m lid 230 17a m 11 x •� TABLE 78 ANCHOR CAPACITYAD1USTMENT FORMULA: AAmOrC.. TONS a ANCHORCAP„•,_ 2RC Ntlo Sb/f ONu FW C1w P7 Wum NNO (DP_)X( -ANCHOR CAPi YfrEr Vr00EE0 aVr VCeaE.IN OiM •t281W 10Ot..l MUWON CAP.,.,,, An.W,Ci Pp)mp AlivrTTp..]Ar FAOt@Tsm WEbtL.Om i&.Om 3AY FAg1A9em IA-401.em _ P AOyao.Y IA1e00 AD2a0a' Sww{Os7&rtr(w7 Oe-1fY) USE THIS FORhtULATOOBTAWTHE'AA)CHOR FAp.dvurte 6lT 1' &Rl' t• FWA . •Yr r avr I' 2•t? r &119' r. 0.40' 0.N• Aw. CAPACITY REQUIRED'CORRESPONDING TO AN EmbNiM pak 1st• lar FWr 1.v! tam^ i•ur t.1+r t-w• evr -'r ta'r tsrr -i ACTUALPRESSUREREQUIREMENTFORTHE . SAOoan® b,aalO..OsOartb•g00p1 k mob won iconrtmn aMn 4ob 17OM. p11b .1. N2. mob OPENING,WHEN IT IS LOWER THAN THE MULLION iAnobeOla Nix o.GlObw010'Wew0WPD 3k Tmb Im. MOWil WA WOO WA M. WA IDD. �wA M2. M36 Ilmb CAPACITY(FROM THE TABLE)OF THE SELECTEDb WAA ib3 7m. WA 1464 W FA WA imib U.- 2sob MILLION.IT WILL YMLDAMNIMUMANCHOR -ft Orwo.c,IOLMcop.100,Ok Tmb Twb Omb . NOb 2Z WA iWb m06 WM76 MSbCAPACITYWHICHMAYBEUSEDTOQUALWY 117.1. HTO. WAbb Mob -ft WA 1110. 'nab nm. iM. 1011. 13ZIn Imp. AiX)ITIONAL ANCFgR OPTIONS FROM THE WA WAWA WA WA WA WA AA WA NOL WA NN QUO. ANCHOR CAPACRYTAKEhWA 111. WA /Wb 1W Nib Nt. 6m. m.c..r.t SDOD.% 400. Icon WA .A WA 0wb WA WA WA WA N/A 0%b MU Ilmb i^'ONYIM WpS Ih017Ntl. NOTE:FORTHEOFFSETCUP,USE TNESAMEANCHOR PATTERN ANDN7CHORVALUESA5Tt1ESTANDARD0.9'. t.0S2''-- -»j t.00D' A- Z f6-,&2jsc5 DOW TABLE NOTES: BY ION FIGURE I: FIGURE2: FIGURES: FIGURE4: FIGURE@ FIGURE& 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET23 FOR WFORMATMl.m eFlpOu01 • • ♦ • • • • ON LOADNG.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS- 1111111 ��� ♦ • AND �� LVNtl 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHSANDIOROPENING WBITHSISALLOWABLE \�.0�t;1'(•,,....,;Itt(/�,i i • • `�_`;''4IGEN 425".,'P tai • ♦ • • • ♦ 3)MULUON ANDMLLGBBE DR SHOWNARENO7)FOLLOEGDIMENSIOh 4SIONS,SEE 4WT 1000' SHOWN 2N SHEETS - Ft DROES SHOWSUGGE FOLLAPPROXI ATE O L L OCT IONS, � Nu.5070,6 SHOWN ON SHEET32/.23.FIGURES SHOWSLfGGE4TED,APPROXIMATE HOLE LOCATIONS, ',•:• ' F1GIIHE& FIGURES; FIGURE?: .✓'�-"may • ♦ • • 4)$UBS7RATE$CONCRETE STALL CONFORM TOACI SOI SPECIFICATIONS.HOLLOW AND �-t GRCSrURLtEDtXNLCRETE BLOCK tINR{CMU)SNALH CO NF ORM TOAALUMIN B.WOOD SHN.LSE lFT: • • • • PROLSURE-TREATEDYELLOW SOUTHERN PU)rKU'ON'OR AN SG O.65.OAST CM.WDALLBE ;��'•. 1.'cC 6063-TEANDBEAMINIMUMOF.12V THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND,D4s ''r'.'•.�LORR?�•CT THICKVIOGAUGE).STRUCTUIM STEELTORE ATLEAST.12sTHICK AND A36.ALL ANCHORS -SSTs .ars •��3St��ttAL-�.`t ANGLE CLIP(FIGURES SLS)MUST BE USED W PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1110 a Out t•XC%47S 1 t'x4'X375� ALNJNIMRA.E'A,P,E ANCHORS INTO WOOD MAY BE STEEL,I"S.S.CR 410 S,S, 'T'-MULLION MULLION FL P.E938705 TABLE RA NuIWW C.pecIty Tibia 7t"t+ YtIMflit VW5WW1oft1 mala.)mOpintVDNa12MQalIf00m1Mt7-open/tg mU3aBl �C wh wb rob I wb mb Ink, !Mb fob Wk. Nsp 1213`. TIM fdtbpift Tmp NOK. nMeNbr fvwrsn Wv- 7h7w, R.,- P°p04°4 A..lo- TYJn1✓6 W.W. rmfto W.V. 9VOIUG Rerr^^pMv TM'Ner4 IX�a 3.1BB`a tiw la09 ia17 tawro 1-be t>u0..i0 L-ft L-ft I-., Mftibs7ub11{WB 'I I It H if fl I J 11 11 11111 �gggJp) 1111 1111 ��g}� �ggy�� ��{gg �$ g�5gq�� N m W d 2 36 t k i i@ sS d at31 h IRO m17U a0 TU 141 IIMA tie 111L.0 M8 IMA 307 1700 693 ITU 611 1700 1110 IRA ml IRO 1310 DU 01 80.1 N0 Ii60 01 IMA iTM 1700 6N 161.0 IMO 170.0 611 J 0b IRO IN IRA U, 17U Iw IRA 624 ime 082 IRO OM 1R0 fix 1708 031 "IS t2M IRA ill IRA Litt IRO Ow me two /R6 NO ULT u0 IM.O 00 IM, 1617 IRO Iw wSlSb 1R0 Mi 170A 50 1R.0 Im IMA 111 IMA Im IRO 30 1X0 IIN 110.0 723 iM.O 1316 171A 711 161.0 103 1R0 7w 1182 IIw 1R0 736 1113 140 17MA 7w RIA 14w Ii00 rM rE �� N Nb IRO W 1700 412 IMA M6 IRO 011 fill, ilia IRO 754 in0 12TH IR{ M jaila, tia0 am 1101 fill t7U 06 M; 1178fix* of to" 1416 IRA 6m ai.T file IRO Mf m (((GGG 2 0 wh 1100 6M /R0 MI IRO "a IMA IA LSU 170 1R.0 67a 1300 i70 103 100 1pA 1130 Imil 111 SITS 1104 Iwo 412 a' IfM 1416 OM 70.1 lin 104 w6 Md IAM is Ow U m J mb I= m0 1108 70'tat lost ima in 61.2 1035 fall w2 120.1 fop wo iib fifty 1131 7323 w Rf 10N 133.} W at iwi itab 02 663 tmf fi4t at 80.4 fwl Ha.t 03'1 �. 6W. :3Mh 1e21 0a7 17U 710 130.3 Om "Iff IM 1116 Mt 131.0 7w IOM Nr 1214 7W 02.6 031 1"1 IST all 07 two7M 01 am fall in 607 Im 0A 7a 671 057 all 70 Z V) 332 ' i2b 1Ml 804 1 000 5072 Ili N62 04 0U 101 tOiA Bit iaa W ml, f!0 713 601 657 80 pi at 7U 6a Mb 0a TZA 631 Ul, 001 0➢ 026 402 of wA at W Rb INA i7S 114A M112 722 02 010 702 R2 8U ON 0A M2 M.7 OM SOA T!1 70.1 SM N.7 722 663 6w 4U 7B M.0 410 3a1 M 661 6M U2 7a M3 6M V�1 z 21 Rin 1412 Mf Imi On 1 81.4 1 663 0.8 mf 723 641 7U 077 03 03 MA m 02 16o N.8 iw KO 00 at 633 iia 00 6U M3 M2 80 CIA 617 ete IM 60.7 6M � ��• 01 - I wb MA 813 MD am 60 613 ml,' IN m.l 613 30.1 ul all 670 m.i iia MA 816 408 171 fol, off 31A a72 aA 315 33.1 413 226 515 303 aW Rl 513 311 IN Z .��' j m O wh SM al MAW. - ia 47.1 3W 3S6 40 413 AI 303 a33 3tA 30 302 03 33.0 3R 271 i0 30,4 S74 22A 453 28.0 00 1#4 40 2M MO STA 433 2U SM - x tub WJ 30 MAM WA Wi3 271 3M MA 313 Ml S63 202 2M 213 331 221 301 /L/ 566 208 Sw 110 331 ILO 231 N fill. RI all 300l, ffiS SN 245 331 30.1 221 72D OV 231 Zb 556 335 204 7i 173 30 .tat ZM 1206 WA 2w ZL31 214 23,2 7w 2310 MO 1U 730 at 2M 17A 2w 1U 241 LOA MO 1U 240 An iMb t0.f SN M31 iia I I a'ry 2 N i7) TABLE BB ANCHOR CAPACITYADJORMENtFORNUL44 rC1 ei / amaW o2aie. caexrmc xm>.atu /1b00V1, Pr I iku (D X(ANCHORCAP.,,,.�. ANCHGRCAR- ' •'1i AnrhOrC6p PAlbma AIX6vTrP3 3O8"EOamf[m tp•E11otlbtm Vim YIS8t06mmm vrEX6nm[.06 U-Sl Et 91rFX0 Vr65ENA balm. n231W 1126160 `MULLION CAP...r��• . AOAIOa31 ware+ Amu.6-IM)mror .9 3r10IW) USE THIS FORMULATOOBTAN THE ANCHOR 7AARVure tllO 1• 3t? 1' z4IS Aur t• 3vr 1• I 2-vr T Dur >• 0.4e• our o33r CAPACITY REWIRED-CORRESPONDING-TO AN EstMaea td4• lar wr far P 1.14• t-uf t-Vr t yr i-tr1' f.lrr 2 tali Sara' wbl ACTUAL PRESSURE REQUIREMENTFOR TH E x m !]taaroa 3 ab xob wp wOb 1Wp trop MOb W. 110 mop m 64 ul 4¢b rwft OPENING,WHEN IT IS LOWER THAN THE MULLION . t Arran ip 1.19 xb o.0letmai00r maeq 01023 elf Mob xu wA WA NA 3MOf IA WA LVA W.1 WA Mata Wft ilAb CAPACITY(FRDM THE TABLE)OF THE SELECTED OAuhxt 43TW10.Crw2+SArybQpf0tO b3 MOp rtvm ®p I "aft I.- uab EFAm WA- Mm T@p Dwm 10241 M w Mu nDm MILLION.IT WILL YJE DA MINIMUM ANCHOR ' tArOmO OA9MhO.a IV2y.M0,129ASatN WA Ia•A WA .NSI 1147 Ntt W TVA Ilia WA WA NM WA fIA tawb CAPACITY WHICH MAY DE LIS®TO'OUAUFY 1 A6[mr! OIO b} 10q Ii6b Zaq u6b 0236 Wtr ttltr 11741 -m" IOp 41341 o!q M. will Siam ADDITIONAL ANCHOR OPTIONS FROM THE zAlaM ttrlla a0lF 31/41 3wb tt3l LVA Hui Ndl swd x10 WA RA WA WA slim •tum 3wtr ANCHOR CAPACRYTAULE PROOIIC71tSY14tU N07E:FOR'HE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND PNCFOR VALUES AS TFE STANDARD CUP. . FRODUa REML0lLt15a A,+Mfalam��CZtB.a3 FIGURE2 TABLE NOTES: t�1250"-'i 4In FIOUREFIGURES, QALf • • • ,i)SEESHEETI FORINSTRUCtXMON USING THE TABLES AND SHEET 26 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, Mi-3+63 111 lllllr 2)LWEJR INTERPOLATION BETWEEN MULLLENOTHSANDIOR OPENWGWIDTHS 6NIOWASLE .f,0 „...... �. ANS 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACTDIMEl75WNS.WE 3,1f38' ``��;••ar„F:N.4F'•.,9 � CHP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONSI .2W `1•:' No.55,705 IMPAIRS. 4)SUBSTRATESi CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND iiL - J • ,GROUT•FlLLED CQNCI1tTE BLOCK UNRS=ON ry D•.. F1Gt1RE4: FlGUREx FiGURE6` (CMU)SHALLCONFORM 70 ASTM CAO.WOOD SHALL �'•:0Ir- BEPRESSURETREATFLIYFILOWSOUTHERN PINE WAN AN SG OF 0.60.ALUMINUM SWdLBE e�fy� !^ '8063-TSARDBEA MINIMUM OF.125'THrX STEEL STUDSTO BEA MINIMUM GRACE33AN0 126'Xa.lw'X2B6"MIALWN ��fi`. EO 440•THICK{1BGAUGEJ.8TR1)C7UW44 STEEL TO BE AT LEAST.120'7HICI(AND NEMA �i1Si aCy, E AHC){GRSINTOMETAL$3;4tL EXTEMD AT LEAST 3 SCREW THREADS BEYONDTHEMATHAhi L!-iN'iF tOAA]OlT) � .9109 pf2 ANCHORS INTO WOOD MAY BE STEEL.IBB SS.OR 4fO SS. A.LYNN MII!IC�i,P.E. FL P.Ek 68700 TABLE 9A Aa40oe Ca P,-r1Y Talo.0a6AlI t7PAtb0 WMq(brwM&Ila4VvdtQ avAom)crO oa61p Itioibi0bsfod9aal muton) 4.-@ mh nh mh W. mF I INN In. imN fob }�[j crux a A.cl6W4r I Twm- R--. Tnp/TA.y 11nT11rµ ftw w Ttt fit- 11., to T11W.- R uN- 1YTB6ma lrelhde Tib mr R-.- TWa`h ;-: Tow".. �Sy 1.100 leN6 W-0 LO¢q x-.P 111111 IggLArN4 14.^11 L<.►! LrM1III V $$I... L-ft0 lbdtV L-9 t v yt-to. $$L-ft $$-ftgq $$Awe $ 9g81 6 ? fill� 8 E� 8 11,11 8111,11, 8 8g 8 8 8 8g 8 d1 11 11 11 11 h 11 1 ar mol 6m 1 iron W Imo 7M ImD Ia I.ml em Iron m 170.0 1 9911 tlnn by Iron INH 11.01 at 1.U3 101 IN. 631 Ina 1110 I Itao a1 Im6 nil noA 6a nA lfa Imo al z /- Yh iron rob Ima aI Ima am ROD w -A 8n Imo hoo sur A6 iron MI na4I., 1140 to 1111 to Imo w AA as I'm as m an n8.o Itl lab m Imo ea U9 61aar Iron ni Im.o w Ima 116 imD .11 Ima m Iron W In.9 M +m1 Itl It1] alf ®p IaA ut Ima 8m a.l ni Iw a6 m1 n/ to" .0 to. w loll mb K ah ila0 to Ran EI; IMA sa non m tate oro 'w bn 118.6 ft .Litw tan wo - as m0 RIA w Ill 1W Itaa 611 as w nU as aA w naa mi ILI mh W.a to tat w nlI Ta I= 6m 13 Ta 1vl bm 414 ib tA1 so 111 161.0 ma n.a Tn m.b M 651 w 61a eo 813 ra n.a w IN is qa m 10- 0. 0. nal 6n ml) m mi an Rax 6m - 6n Ia1 w 713 m 11.1 en eel 663 m 6La on nA m mo 0n nn m N.a on ry Da w la1 rot m F• nb IAA 61, 111.1 ab m.r Nr W. 6a mb aT 801 6m as eR M 6m M ran ny as LIT 641 W NA an NA W ml ai w W .6 6n ear W 0. nb l9A a6 er,t lm 2.1 616 nn W blt ab aax Ot 614 em eel m m,f Mx 111 -Ibta m1 IN x1 6tl Y6 me ma nb .an Im ac6 611 ISn aM Z N¢ y.*�. mh mA /m "Ll lm Sar lea me m m3 w 61.6 = NAi aA NA 161 at Lai m 82 W tll an nt W aaa ar aA 4a al 161 aA Itl w an' - �! aF a.9 Ill w w w 411 61.1 a6 NA NI 666 m 601 N/ A1A m Stt. IIA ]m aaA MI Sar w Aa NI M6 110 na NI m1 atl ml N1 ata ab uWa nr 111 311 M to 35A W aA an 10.1 as 3Ta alt mA as a1 m 2" as t6.t tro as as X. to nl m W. !ee t{.8 1x9 tab-:G- no 961 no a0 nt 111 Sol M aD TN SI M 911 al n1 xa 1. a+ ila w AA xn VA all tU al n.f 911 ISA of 194 xn O 1mF w tm al ml ms Aa rLI ra vA xn 1aa rot 9 a4 tat to ill h al ;10 ml a/ 116 alb II. m n. 111 tot 14I x16 Ill in EPP N N o ll�r W. 114 tar I82 Im IV llf txl to _ N 15/,18,/yI Da * N Q BLE BB 2 ANCNORCAPACDYADJUWMENrFORMULA: MshnTCa Tab)o 6 � ammo anAtl6wm 3a mc. FUDOAt PTMerl Me1wtCOP PaSbma AneMT4px anrr6aunem 'Ui•6Ttgilaem aifX1TIUea6 3rtTQ6ouiu•fD.etobm etT xb vra6aca lm mea Ila atr.l lvawi (DP„)X`M -ANCHORM .. M.e::)- ., EqW QNAoe Ent P x•ta' .I• afrr Ytlr 1• ANCHORP. 2-W 1• rApel6l£brALpb a60M USETHiSFORMULATOOBTANTHE-ANCHOR x•IT! r Sur r OAC •ou• -ow CAPACITY REQUIRED'CORRESPONDING 70AN Et6t4anxa tntr I.4I•. I r 14µ• r f-w• +-W faA• 1- mr I-w• r t�D'- sym ACTUAL PRESSURE REQUIREMENT FOR THE q an• tIG 181ad14amnei¢mPp ia'amb 3tlb uta b wb nob xmb b Tab Afb wb W. .N2b -ae0b '-OPENING,WHEN IT IS LOWER THAN THE MULLION IAm1w 0Li6•Mn n.G l a-;-(.=ataa.o l'Sy 164.n lab .Lab WA w WA iW 'imb WA IW WA WA wA m21 'bn W1 t b CAPACTTY(FROMTHE TABLE)OF THE SELECTED t AmFn @TIeR T1Jb6Aaptl tm Imb 7mb 6mb a6ab 16tlb blob 6mb WA mm tab will 1648 abtb 6nb tomb MULLION,It W61 YIELD AM(N7,NUMRNCFFQR 3Arctm Q011•MF O.0 f44p,bb.IOTAbI,iRp.41 .WA WA wA WA p01 WA WA WA WA WA WA WA NUe wA nob CAPACITYWHICH MAY RE USED TO QUALIFY fAA:AOtI Fl1p .b 1nb Itlb xa rob N1b mxle. tab lam. 1". 3mm1 b lath 03b 1108 atlu leob ADDRNONAL ANCHOR OP IONS FROM THE aA ln. i.t3'AN¢GtFtl4 69 nob 3418 fnl WA RAL t6A tnb IAN RA WA WA KU 'Nib Nahl mob ANC)WRCAFACITYTABLE PR¢DUi7RSYiSSD FIGURE t FIGUREM • - BawaiegC� • , • TABLE NOTES 12W- Aettl6mm NoK4'l#IA.O.� +uy8a Date Q04� F) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLESAND SHEET25 FOR INFORMATION 8Y ON IDADING.BEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, M F tf FIGURE 3: 2)LINEAR 2ITERPOLITiON BETWEEN MULL LENGTHSANOIOR OPB4WG WIDTHS 19 ALLOWABLE ANGLE 3}MUWON AND MULUON CUPS SHOWN ARE NOT TO SCALE FOREXACrCMENsIONS.SEE 3 �`a+l�;'1)pENs�a•'•.Fp% CUP MUST SHEETS 21-23.HOLES TO BE ORLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS -•.u BEUBM SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOE LOCATIONS. •J:�' 7No.507P0 t INPAIRS. 4)SUBSTRATES:CONCRETE SMALL CONFORM TO AC 3MSPECFICATIONS.HOLLOW AND FiGUREt FIGURES: FIGURES: GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOLI'SHALL .100• BE PREssURE-TREATFDYEi.l.GWSOUTHERN PINE WITHAM SG OF CAS,ALUMINUM SMALL BE �.fj•• _f( ANO BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE33ANp �' p'•, 3'AY r- 6063-T5 Wit' .045-THICK(18 GAUGE}STRUCTURAL STEEL TO BE ATLEAST.126'7HICKAND A3&ALL '�'N�•••. ANCHOR8IN70 METALSHAUL EXTEND ATLEAST 3SCREW THREADS BEYOND THEMATERIAL t•u• 1� �'�SJi16Atr\L. � 010 8 tl12 ANCHORS 0770 WOOD MAY BE STEEL.18-B S.S.OR410 88 A LVNN�MILLEA,P.E. FL P.E.0 68708 TABLE TOA ` NI111M Cl/ItIN hDb 101d1I1) a1�"�jtle tie+Ha2LM11n51firwRtreNaPdrtYnOm•tom)mOPlurmi NN6MA#1�xalaNdPAndrQ ml4za) e 9p•^� ab ab lob 0b ab Uob 120 140b Us 7E¢(7y( 1SAJ325 Raa�/+tr Tnsmf. v .Ift TIIM4V. laaiaAl/r T1+yffao 1pa]wa41 BYtid+'8. Ra1blgMr bl Aft"' ltaabpibr TnpTdpt fbaag4r NtYA'va/. Oxb+Kar TyTaq Rituof b.yRly. �yfl l.fX iMii/ lad'q laa4e0 tla9no Ia1Fi4 luSr toabA i.dt! LwbU tae)p 14x60/ LstlN L-ft rodeo lads; tAa67 laaAto koftM-1 ftbs Y mall- g al I h1 11 11 1 11a 4� i g�� =fi I 1� as ca t i fa 3 a i tai to a 3 tai to tai t i t8 y at. Ims iA INA tm ,n/ r11 trip as I'molI Ns Iron IN I iron do U0 IM 1700 m Jill m011" nl Imo uo Imo al V6.6 UA 1"01 a, Imo O Im Do. as NI. tn. Ito INA asiron uo in* 60 /n.0 1n inn a. im its] m at AOA frit ino in tri) Ter tnl m int U00 tion da is" on moa. Nai it. fnA as 4U sows,10.0 is ", m inold Imo al m0` 1116 non w Ino ,1H /i0A n) Ul0 ti 5 110`0 1N IMA 1104 lime 161 Imo Uss 110.9 its UAd 101 no msmlint, +n0` itsK M ff1 NN M-8 7n imA to 'm al mt sit =A Ito tie) rN inn tan trap ni Ane leCm t c m mo lei it" No /MA fit me at m.t ms 'mat in) im m.0 at m g G p ab IAA IIS eon nl Inc tea 170.0 to? tmo tito Iran in Ian 1411 -01 No som all Ual sat IIso 1511 Ima Not ties nU ,n. tot tele UIt Ino ma a.. lot, It" ton 04 fine m CNA red Inc lift oil No INA t]n Ima US IKl IA. - "It Wit On 10.0 un M.) im lots f00 INA 1)10 idid lei ad UFO 1.) Nm I" 451e Ula UN 0`j B ale Irio In INA rp IRs ua trio His MA 4N ml f00S 1]px TNI /u0` 10U lit' UN 101,1 000 0401 ISM 13" No Wl Int MA do "A m0 ISA )16 W. in, tnn )n j 6�•a �s Fi ntv Us. 1045 Imo m - tMt %2 M t" son $a, Ni 1011 loss Mt to m 1044 1913 sM at 'US 031 as MMa U3 ai a0` SN) )11 IN OA 1004 "A M Z � .'+�• y ni. 1421 NI tn.1 In ftp Ml INA Us t01J of 1113 nl 003 451 100,0 111 n3 MI N'l la n.1 us U's nT m MI nl_ 1M 61) 041 140` m 4.6 MI n) no - 2 rib las m tie) r0 Ismol at M. To NA pd t0! m R6 114 ill m n0` of Ki fn no Iu 1#3 131 tic /N NJ 701 01/ 844 1 0.0 lot 4" In 45.1 4n ab a1 811 03 6o Ill 0, TN sa 110` OI f63 616 $33 oil a) M 47.1 111 al 645 110 4n M) $51 nl dtl 11.1 w 30.7 IN NJ al 261 1D NJ 06 off m! 8o mo fill fila ba dIA N! N) W Jolt M /U 581 416 66f 313 to 410 at ]i1 nit no NI ns 6]l W 4n lil 091 3,! Mf of 459 SJ N/ 40m 111 4a Nl MI 4. Y) U/ 604 nJ Mt n.1 N6 SLI {a Ss 10 Hl 4M S.1 )o H.1 !o n.1 nl 10.f 461 rib 1G }7J Ia TI) ]t6 104 145 18.6 3N N 1(] O a'• M. 411 NI N3 N0 St] Mi nl Sn R7 Mt nt SCT Safi Ni 7n S6A Nf Sn 3n laf Ni H) ]Tl XI HI llA 10 itA 41 ,U ssl NA MS tT.f MI t•f 119b ]6] Sri of SN X! ]II Sf-0 SS SJ m XI SN Rl JN S17 7m XI M S3 )n 161 nl IAO .III m1 ]S Yi iM ( X y Stt4 tfA 145 Si) 141 IJE !fit Ul 1S 14! 1g 10 n8 F Q tD ac TABLE 108 ANCHORCMACDYAWUSTMF.NTFORMULA: M MNMCSP Pltbm! s�uNnba afrl3capOtzrni fkleex3<rDcownaan law-[ adm[ irtrar1l51uD1is)m vrllatRxm axapd (DP-)XMAIUNR rnaArtr50aaatl AtldA.... (WsmA) FORMULA CAP.�'u , USE THIS FORMUTATO OBTAIN THE"ANCHOR DWm t' 21? ,- x.vr 3041 P 3W 1• lilt 1• svr z ab• 064' onr GiPACrtY REQUIRED•CbRRESPONDINO TO/W EmteOaeM tnAr tar wr Isr r ,•vr f-vr i.vr t-vr >•vr Lfu• z tar tar .tee3 ACTUAL PRESSURE REQUIREMENT FOR THE 2M1q.0ur oaraarawaone,ep PA b p Nom m tatm rap Hop num NOm az1m 66tH udb utb trim -0 OPENING,WHEN R19 LOWER THAN THE MULLIONt AttlQ, 1,ITNh A.G191lrDN[r 0IM 1NPIII 150m lsnb NN WA WA IN Sap WA PIA N01 WA MN Po!p exam LWb CAPACITY(FROM THE TABLE)OF THE SELECTED tArt5m03'1mo.c.lwl.ad,ptaPtr tram rmv nom xmn 10960 Sam 6mp xti tam rem dap t6ab aim ME u]ols MULLION,IT WILL YIELD AMINBAUMANCHOR aAtam Go31•MROAIU Wo.terAWA NN MN WA tp N01 llA WA MM WA WA WAWA - WA OeOf CAPACITY WHICH MAY REUSED TO QUALIFY tMrul FCp¢1II tam 11a p. .73b Nbp eam- mm top trim amp tab arm mu 1nm - 2100 ADDITIONAL ANCHOROPTIONS FROM THE SAaSM1d. 118114 aCTF tom anb WA WA NLA N01 tab vat )at ivA WA 1a.A Kib MINI -p I ANCfORCAPACITYTABIE PROOUCTRLYISED . rMa0lyinB MIDIYeW,Ii FIGURE 1: FIGURE 2. 9.30" NaeTblm0a�N016;ftzt].b'-j TABLE NOTES: 4757 E.nib.Due 3 ( * • , • 11SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 25 FOR MMPJMTION DY ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. M Oada)ndual CII II IIIJ FIGURES. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVOR OPENING WIDTHS IS ALLOWABLE. AttfllE 3)MULLION AND MULLION CIPS SHOWN ARE NOTTOSCALE.FOREXACTUMENSiONS.SEE CLIP MUST SHEETS 21.28 HOLES TO BE ORLLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED.AFPRO)OMATE HOLE LOCATIONS. No.Sum IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND ,I ' FIGURE4: FIGURES: FIGURES: GROUT-FIUEDCONCRETE BLOCK UNIT(CMU)SWILL CONFORAI TOASTM GRO.WOODSHALL -'0'. L,/ ulZ BE PRESSURE-TREATED YELLOWSOUTHFRN PINE WITH AN SO OFOASALUMWUM SHALL HE � ����•yJ{ ^c ��,tiU= 0 6083-T5 AND BE A MINIMUM OF.108•THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND p A.' •1 i C7 04Y TNFCK(18GAU%STRUCTURAL STEEL TO BEAT LEASTA2STHIrKANDAX ALL h{ •COmO" ANCHORS INTO METAL SHALL EXTENOATt"W3SCREW THREADS BEYOND THE MATERIAL 12rXM XAM• "'S... .........%�t'' i 0`10 3 912 ANCHORS INTO HOOD MAY BE STE0.18d 9.B.OR110 5S. ul�lOt1 A L�NNIhOLi.�R,P.E. FL PFJ 58M TABLE IIA �� ulGlaa CIRtcRyh#.paid} r owlt�wath¢uwniafy�.q¢n'cgmUw+a}erOPmeg H6l�tWrdNCmielysPgvllq tnt�} E.�� aN ab IDN nN nh ROSS IMA taN I6Db yy77 µ 1141396 Rc 44. T"Or6eA Ra-V- 1byrtAty. 41CIeAlr TxW w. RtU�lr T.,ffs- RWmq.4e TnPrlaoa. �eM� TnerlAdp ltrriA'9Aa Trtdr*4. Rw.90, Tvm-t -.So. Rpr4lwa. B A, 1.134 ta16�f Ion% IA16A WAMI ttl1A1 -aft 1++37 Ltl07 Inf7 to-1 L.2g tea17 I." L.M; Ulm IenN4 1-01002 Ll Lol Y A 4 a of s& $ ga i s NaI1111111 s KI s a l1" 1 s_pp }g� $ •�' '� a a fa 3p a $:pig .ga €3 2 s d 9�fd88 & d 3 F,3 31 Yd fill 3 f f $ Y Z m lite VIA in IRA Itt Imo RI USA OF IMA Ip n0.1 06 Imo W IRA 611 nae H1/ RU.O al trop i2N nae al 1RA 4tl 1r0.0 al nae tnf 1R0 al TRA TWO IRA al � aln USA MO IRA 121 ins tW Irao 6N iflA 6p qaD 1R 1RD tip LMA a, n1D TSL) fms aR IRA no im4 a0 1740 Rn sm. 6a Rao TMJ t- W fine MIT Mo a w mutio 1RA NJ ins MO t"A tli IRA pl q1.4 1Nl Rn a1 IRA 110 IRA m 1110 1346 17U 147 IRA NN IRO TN ila0 IRS 1m0 Ta ql0 1002 I1tA n/ 'Me 1U1 1RA T6t � K> L=11 NN imo ip tiDA $0,111,11, IH imo NI ISA Un INA JN TSD IDR IRA 6af iT¢I N3i imo alt 1Ra t6N 80.1 t6t tt00 tOR iR0 tlt ITDA 3n5 1R1 tli N61 N0 IRA tli w O N4 15.1 on 1roA RI LRD Np IIID in 11-00 VID ti1.0 pd 1raD Nil 15.0 fu I/0A fa/ 15.9 in IRA iR1 110-0 I01 110-0 iW 1m0 1011 Nf1 tip tT41 4p ISA 11p 1104 taI ry7 m VI 04 RD.o m N LRD IH6 fRA 154 IRA pM R0D ND tT0.A Na 1tID R0 fTOD t/R ft6s Rn !Rs 454 1T¢9 it# tag'S9W tme 110 1344 2tl1 IT" tiR tII1 2060 tR.9 !Qi ale 1m0 In Ima tilt R0.0 Im ITIs aN IRA 100] IRA 1661 IRA um; Imo 10'p IRA 110 1flA I9N 1100 VIO tp0 R0 iis0 /m VSA Itli tm4 Rtl IRS Ila TNA 1JN Rb IMA IOU line an Rao IMI IRA us IRA ta. IRA RtOO IRA t7a 061 In. IRF 00 UFJ I'm it" QU1 IRA RM 7Si1 USA w, RN inti as W uFt ins nua nb IMF tin imo IVA USA TOM IRA US; 170.0 ISO 1/7s IN6 101 V0 RLI IN6 all tnl USA 1066 Uu INS MO 1668 OFF int Ns 1551 151 RII n] 101 W1 VII ,= � 2 s Rb t. till Jim 1311 RRA SIR ms Nq 1111 at. fW Im q1A 421 a" TR!'Uli an wt fin IRA It/6 of Nn till I. "Al NR Ina lip H9 11R 103 IRI <•.I � ••.a MN N1A 11 t0 m IIM ins W MIA I'M lots 01 Us flip M3 m )a/ 1111 CA IM its 615 tlA IS RA 1110 ILL m1 NI 1110 ia$ m III 1110 wF m ale IIIA In as 9M Sib OR AL1 aR Lai N2 I3R lip R6 m 161 476 R1 IIT a6 US a.4 N7 as m pA on IID 346 610 774 306 R6 a1 nt Z ItlN tll nl N6 n1 70.i' L0 a3 nl alA p1 610 111 K] al 161 R1 ILO p6 /L1 RI N9 N7 a] RI x0 to SA 771 311 a1 S7 Tn n./ iD N y iltb >u 134 f- 311 iR 1G no a,l ID 6N a1 171 itl aA al 121 54,110 ib V.1 itl 41.1 6N )fA 734 0A 6a RA !R 141 a9 IL 7A SA at UX M InN 601 1EI /U pt 611tU 6N (U 662 113 W ]a] 6N ill 111 )L1 69 .10.0 pi Us pi SO W RT -iD RA M Mi m W inx/R Yl9 U) ns t0 NA All ASA Jn 11.7 133 SS ]85 111 p) nA RI V.I W 112 ]n N TABLE 118 ANCHOR CAPACITY A133USTUMFORNULA: < Y A0<IarOa{ttiryla#4 ! /ANCHOR .. BbDila 271 e4O[de Nfv[. xoMA-. FNmpIU AD0 NpA 6f6•Hca w•sa Mt6'pco ve ASTiw 4roaa niD16a a4 Dias pp-)X(MULLION Gw-.�,,.. oANCAARCAP..� N6rtn rypa SR'Oro06Rem vsiY0UR, dlf UmIsc. WFA:oirsecm )m�Dy UVAA V1-BZ. ..$I16}44.ZW 416x103) USE ITBS FORMULATT)OtTFAry THE M7G40R MetlarCAPPNnma tiblem e DNRrA T "T 1• 1-US AUT t• O-w 1• Atli '2 Mol' z ale• aw 04M. GWACITY REOUISWCORRESPONOINGTOAN Fmbianmt A INN. 41r I-vr tar z s.w• 1-vr llf, t-vl' 1-u�• tue z t+ta• lsa .a4R ACTUAL PRESSURE REQUifi@AENTR7R iF•E . =21-6111 Ii0N 176• n .c.rpefAn at70N ¢1 son 3nm amn mon IBNp von a n non 071n n n Nin IA7o mft OPENING,WHEN R IS LOWERTWWTHE MULLION IMGaIp1.1D•NM as IAlRmear AW 0R a1 mn Imo xu w,f wA xtA 3ma x4 m Illy, wA wA R1n aeo 1153 CAPACITY(FROM THE TABLE)OF THE SELECTED . IMmxaSNn OAr W2t4Aryl` !(RA e3 7mn Jmn 6mn amn Row Non Mo Oct non To. M. mft 02n dtlb tlmn MULKX4.LY WILL YIELD AMINwUJ4 ANCHOR . IAaM AAI'MnaarRW,bb.MPKVI 4 Ilw IDA R4 wy wy Iw I0A WA wA R0 WA rfA xw wA 12pn CAPACITY WHICH MAYBE USED TO OUALIFY - ty4ruIRC441¢M Inn Inn 2•d{n a)n aan =-#I )An Inn fnn ]Sm .Ino .I9n RICO, UA. 11tH ieDn AOOITIONAL ANt1pR OPTIONS FROMTHE 3An6ma ilSwn oer 210n Ann wA nn6 wy xu tDOn Pa eRI RtA wy Na N1n tan RAW ANCHOR CAPACITYTABLE- 11LWI7CTRILiRSW - amlrylyirywW�ePW161 FIGURE 1: 112w- FIGURE2 BuAdiagCadD . * • • TABLE NOTES: •- 2j O BE SHEET I FOR INSTRUCTIONS ON USiNGTHETABLES AND SHEET 25 FOR INFORMATIONBy ON LOADING.SEE SHEETS 2.4 FOR GENERA-INSTALLATION METHODS. M Umb F1xda9 a. 1). 1 ]Illy, 2)LINEAR INTERPOLATION BET WEF14 MULL LENGTHS ANODR OPENING WIDTHS IS A(3AWASLE. FIGURES: `t 1N Y:17 ANGLE3)MULION AND MULLION CUPS SHOWN ARE HOT TO SCALE FOR EXACTDtMENSiONS,SEE ���l�',�tic,LENSp'•,F�p UP MUST 9NEETS 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWNODIMENSION&RESTRICTIONS ��: -•.,r 4 0 BS USED SHOWN ON SHEETS 21.23.FIGURES SHOW SX6GESTERAPPROXIMATE HOLE LOCATIONS, Na.51745 24 PARS' 4)SUBSTRATE&CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOt1.OWAND `• ., GR0UTFILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO AB'TM C00,WOW SHALL ''7}•;�• �b..u` 3TGURE4: FIGURE 6: FI{KIRE& SE PRESSStRE-TREATED YtiLOW 30U[HII4N F7HEWRHAN 3G OF0.35.1+LL1A11NLPiSHALL BE 111113411 AND BE A MINIMUM OF.IOP THICK,STEEL STUDS TO SEA MINIMUM GRADE 33 AND 4• Lj' 76G L • i • 046'THICK(18 GAUGER STRUCTURAL STEL TOILE AT LEASTA25'THIGCAND A36.ALL _L ^''•.F(ORIOP;.�( �: ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREY.'THREADS BEYOM THE MATERIAL �'SSfCy�yFTl��tr 1• 0106412 ANCHORS INTO WOOD MAY BE STEEL,I"&S,OR 4104.3- i15'X3.WXA2/' A LS'}yNMILLER,P,E, SRH FL P.E.0 50706 TABLE 12A cinNW2O4 a Tapk � e} nitlp VNbth(hrte�m0yap"NIg IDt/brn)aTOpenhp NtdpM ODrronmrle erTlnpnMOln) 11•] Nh wh 1Oh sob trio- lab tab 4406 O h br 1AKWItiff ToOTW* Rst•Vm ib}JM•B. --d-00A, Tep1NAr. B4ml r_ IwTft, 0.111 R441YVAi Ps"AiN• ft-owTwplhip Re14T'P411 Tt1PfJhe6 6 O 114228 NmO• L_gAs Luep LUNV L.Ao Oust/ taiq L.-V t-AV 1"M 7yWD t." 7uMO taNey IA"', Lows; fos&ft f+•Onp AunTubs mumm 11 Illilig 1 11 1 11 1,11, fill, I h I [a a 1 11 h I III ll�I fill, 1111 1 1 11 1 if 11 if I If if 1 11 1 if H 11 1111111 if 1 11 11 if 1 1 1 if I I If a If if Nh if fill) I I to m mh 1700 B20 170.0 133 1794 7" 170.0 170 tM ODD IRA ®e IAA A3 170.0 eta IRO 1110 INA M IAD 1710 INA M IRD 140 tat mi 1104 ins IMA M 1Ra fan 1704 ml Z off, Mo RI ime ON LRA ON in* Fu IAA Om IAA6I0 URA 'In fast at (Too an 1720 ARTURO 1411 170.0 M IAA IMO SIT. 00 IRA 103 aot Mo INA 227 1700 NO mmDb IRO 747 IAA 50 /RO 08 IRO Nf 1700 I4B 1R0 I14 IAA 110 IRO 713 1100 tie 110.0 7A 1194 Nal 1R0 Tn IAD 170 1140 100 IAA aom AAA TWA IAD :=I AM Iso 2 a• N Nh IT" in SRO In 170.0 ED iaO in IaA 1111 1R0 Tiff INA No, 1790 DN INA 1474 tA.6 NT 5RA tON 1R6 m8 LRA {013 1700 of IRO 22]1 IAD N7 '170.0 NAG IAA in � O 2] soh IAA in now M 10.0 IDN IRD M IRO 1N0 IMA as IAA 1417 INA N4 IRO 160 I7AA ON 170.0 1771 1700 =3 170.0 213 lap tom INA NA IMA loss me 200 IRO IN3 7 i9 11N^^ mp 4R0 IS 1700 716 tAA tiN IRD M AND IMA 900 fm0 IRA 110 IRO 100 flop RR7 INA IMO 9AO tam 11OA 'III i7OA 27u Utast 1190 Ift? 2363 IAA 191 104 Nm 100 1171 F` Nb IMA aR Ina 10 IAA 1161 IRO ON 1'10.0 174 AM Mm 1104 1310 AMC i n 1700 1163 INA lNe IA.O INN tae ut IAA 13I 904 1213 IIIA 797 1700 ION IYLI 249 INA 120 � 0; FMA Am 170.0 hA IRO 1216 IAD RA; IRO IAN in* Ila tAA IAO Dit, un Ina IDT NAA 016 FRA 2173 IRO Um dO6 3N tax IIm INA 214 IAA IM 1001 214 1794 HW ? �v * lab IAA 1f3 1740 NT INA i IA.0 ion Ina 1470 110.9 fan IAA IAA 1709 1371 100.1 .Rso IRA AM 141.0 Iva 10.0 Ian Ina Ian DILA its$ 100.1 too IOU ins mA mN 1N3 INN � tf^ d J Z Rb FRO }761 /R0 O1T 170.0 1381 iR0 SIR 1749 4371 LRA Sn fRO 100 faA 1991 fm.f IN( iR0 NN MA tNi 70.14 4639 1146 701 N7.] 11R 682 1001 1304 144 304 701 1374 114 soh IM 17m Mo 110 144.1 110 Nev too M.O 170 10.0 110 111. ING MA 1170 NA 120 1162 It m JSM 144 Ila I" DIB mA 112! ou 1]09 m./ 1105 aL 7330 TeA LOIN }}Z � � I' soh WA 7170 141,6 in8 /211 i3e MA t0A 190.3 1728 Itis 10N n. il• 070 IOM WA da Ib lat m# 1M1 470 IT2e 723 Om 617 On sU OJ! 441 174 ALI N} IOOh imD MI ,ml %7 01,7 Oil IOD 02 740 TN 93 ale 91.7 MI 041 01 614 IM NA Om n.146 43.1 N1 4Aa /0 314 mt I4D 7m 324 pN •170 9I113 mA 81st fist NI 704 60 010 as 7N No N4 M7 70 61.1 1!4 #} f1 KI 7Of ICI Uta 402112 as 013 970 TotTso Ra 719 BTA }n 470 7n Ne 7M 070049 R3 JIB 404 IM IV TN NA ml' 10.0 00 a1D ]N ND &m 370 TN 110 4i 214 710 24A mtI{B 43 001 070 bo AA IN 313 iN 3fA 4Ii 21.3 Im 2112 143 2L3 so 233 4R 3.1 474 Ie2 W 104 111! 070 SN 93 406 1" 40 NO "a � U 7'C Q } TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: a$qw Z O 8 Anetmrcl TeNI AHCHORCAP,,,.,�, sbOAe 496166 3NTne... aIv F4ABt72u p7YNo0O u•r (DP,}X{MtALION���}oAtJCIOR CAP'., $ 6 ^3 atr B4O Wass EBO aI9O2n Dt N1D0•nad 029161 -SW AlrchorcIppeibme A18m SAreRlRncm vrE2ovamafa Wsm a,rNrolAnem vrDtelM•eon �, us- AmKIr•SN"(m)Nartag ermiw) USE 7145 FORMULA TO OBTAIN THE•ANCHOR Bep agvaele7 7• z-pr r 2-vr. 31r r zvr r avr r Jts : 440• 491• aw GAPACI7YREOLUUa'CORRESFONDINQTOAN �t•aeea lar tar ta4• tat r t-w• Vve vw• 1-vt 1.111• 4vr r Y "WIT Iwe3 ACTUAL PRESSURE REQUIREMENT FOR THE 2 aJY Izars•A,4w N Woof m 4H" amb A- Mm 2mb 3NU sn" 37 Wfo b Ni" ♦Ixb DIA" OPcNWG.WHENfT IS LOWERTHAN THEMULLIDN IMnmW7Ar Rh O.47O1mm.IlNAIOel f2D Tp" 146 m0m IAN" 14Nm NM 6nb Hai nib NM on" M 076 Intl 1,206 CAPA.CTY(FROM THE TABLE}OF THE SELECTED aMMaWt.irNal q4/ 17 au11C9P1 onm Tmb 140. WA xu TNb NA Aalb Nu WA m == ialm llmm MULLION.IT WILL YIELD AMINIMUM ANCHOR 4Mrm Wrtlh¢•70.7 O6AApAgelpty 1206 fab INA. inlb Dob NA mom T41m ow. ,an. 112" Osob it b• CAPACITY WHICH MAYBE USEDTO QUALIFY BAMtA•WO•Yh O,al 113AAIeC$IHAQ 11 b 11700 tom" Dion 25410. 6106 wA uob 11Ab uA" -am-W- iffl mTlb 1BRb ADDITIONAL ANCHOR OPTIONS FROM THE OArt7A3 ixith.0.G,lU No.12714n. 73 IAA NN AU tM 119 NL5 WA wA WA MU WA x70 IM WA ANCHOR CAPA2TY TABLE. 6Am Bee OAi•Ib 0.a1V4311 M0.tT9ANR Oh a) iM WA Adi f0A Mt NO 'NIA NIA WA fsA WA IW WA tYA 21 b PRODUCT RRVISPI} 2M1m W26e'NR ORIF 9D" 670" 300 7436 716 BA 7sob YLL 306 NIA Nam RN tm 4tl4 7616 - p"id7iM MN/A FIDILm 3Mbn i.11•Rb OGIFif I tom OriA1 SAb Mab NO7 NJA SHB NA. DWb IM WA NA Bum 646 8Mb _ DtdWuy OoO01����.�� NOTE;FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. AeaPi= C„�CIRCLEDVALUES ARE USED IN THE EXAMPLE ONSHEET24. • P N1 �4 �4} FIGUREI: FNGURE2: FIGURE& FIGURE 4: BT • i • • • • • • • TABLE NOTES:. 2• 6Dm 9064009 I 1II1111111/D i i)SEESIIEETIFORINSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR MFORMATLONON LOADING.SEE`$HEFT^24 FOR `��\`QL1N••;...,,�T(�,��� GENERAL INSTALLATION METHODS : �:'';)CL'NS• FIGURED: FIGURE 0; 2)LDNFAR INTERPOLATION BETWEEN MULL LENGTHS ANDIUR OPENING WIDTHS ISALU)WABLE. ,2B0.J. 4.000' IJA'.10705 IO .. • • • 3)MULLION AND MULLION CLIPS ARE NOT 70 SCALE.FOR EAACTOWEHSIONS.SEE SHEETS HOLES TO SEDRILL.ED IN i • • • �a THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 21.23.FIGURESEHOWSUGGESTED.APPROXIMATE HOLE ..:'�. • • LOCATIONS. :.•U•, p FIGURE7: FIGURyEB,FIGURE4. FKR)REIO: :(�•.• h TE DF a' • • IGUANGLE S&ALIP 4)SUBSTRATES:CO RM TO SIALL CL 90.FOOD 70 LL 3p PRESSURE-TREATED RESS RETREAT D YELLOA SOUTHERN PIN E ED CONCRETE643 0.5 UNIT =.�1+..p1 11�.�•�11 (F(OUREUSM ALUMD FNLLCLLBE$03-TSAN BEAMOIM SNALLBEPRESKSTEEL STUDS TO MINGAUMGRADE THAN DWTHI56. MIDST BE USED ALUMOitAA SHALLBE&9E3.73ANDSEAMWIMLM OF.I2STHICC STEEL STU0.STO BEAMNIMUM QRADE33AND.DaE•TtiiC((18 YX4•X25•FAAL0N IN PAIRS, GAUGE}STRUCTURAL STEEL TO BE AT LEAST.125•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r7 I„ 111• • • P.E 6870 THREADS BEYOND THEMATERVL 010&412 ANCHORS INTO WOOD MAYBE WEE],I"&S.OR NO S.S. ALYFJIVNU F7.P.E.S E87OE TABLE 13A Op" MWSon C• taea �¢+ C n W7tlln(farva k.%epwdml-ISCM)tlrOp4RN0 H•IOM QarIDAapiely6parttp 1141) ^_�R Nn mn 706 Nt0 low /Wb tmb Nob tmb �" C Rtc1aCW 1tI0R6•p PoOWpJv 7npN•C RNcI•pMr L0PIT0ro. OAtImPb TIWIpvC RftW4W TMIM.i li.rC.br 710070•. RrtvOP. T-"M Mt wo`i T0W"M MtI•CAN TIWMM Pc 2I�s2A I-** U"m I"" ,g Luft U.&C 0-ft I--" I-" L-In .L."m to ft t-ft L,,AV 1sft Luft Lw4W U-ft $I-" L At-T.b- I II fill, fill! lilh 11 1, 1 1 tos M _ Z y Iib 11m Om 1741 4R Ira0 105 1m0 47e f e as Dm IOW nm tt1 170,0 eN nm Ilia 1740 611 ITm 1240 1m0 mt Imo NN 1711 at Imo ITR 17oA ml Imo IM nAO bit 0 45b 13111) 70E fm$ IOU tIm K0 Imo - sma m im0 m0 1740 !ffi imo Nt im0 1Db 1N.0WT tmA twT im0 W im4 nm Imo 050 170.0 189 fmo NO ITU 2Rm IMC OW 3 W ea@eN Imo 747 tm0 65] 17U me 170.0 mf 1710 1005 1700 eN 110.0 1100 ITU T23 1140 IUe 1700 747 170.0 ILEI Ixi0 1N Imo im 1740 TN +70.0 SW Ina TA 17m 2m Dm m Nb 1700 m tmd eD fmo ON I m m ma ftts tmY 7m IT" tm 17m 805 imA /4x IM4 W um 1544 1740 e]4 im 1411 1100 Nt IMO gni 1140 Ni IMO 2005 Imo Nt m o O mb 170.0 M im' to 170.0 1002 IMO 707 }m1) UW 1m0 m8 !7U 1417 1701) 644 Imo 15M 1m0 ex Imo Inl Imo IDD IMO 21M Imo 1007 /70A 2471 +7m 1057 17U 2051 ITU 1005 m mb tma 470 tmD N8 1700 1110 INA CA Sao 1242 iToo m fmo HU im4 1016 M-0 Ian 1700 1074 IM9 1805 Imo Af9 tm0 n31 Imo 1im IMQ 2M 170.0 inl n4o 2M no 1111 865 1140 hl 1ra0 705 +m0 1+m 171.0 905 +70.0 1R4 1740 tom Imo IM fmo ION 174.0 IND MO 1155 ImD iM Imo 1210 1700 = na0 1270 Imo 212T Imo 1705 fmo 2111 Imo nb 17U toll 1740 M 170.4 1273 17U MM MW 140 1740 1126 IMA nW fmo 12U 17M 000 Imo U45 Imo M20 [7M irm r7m 2575 frac /405 HAO 2115 fma im 110.0 x00 tmo tNG � (� Z.• Nn Vu U22 Imo 007 Imo IM Imo 1,050 fmo 1570 17M I= 170.0 1704 Iran 1= Ira0 mG 17M 1W Imo 2242 ITa1 RN Imo 2822 170.0 fmo IMP Mo Imo 1024 it Rm Im.O nos ] 1611. ��tjj 7th im4 It31 1m.0 011 11m 161 im4 111E t= 16(t n0A 12M'114.0 1642 IT40 till itm?412 f7U 14M IT4$ 2X2 Imo f5N 1MG 2M fmo 11'40 IM 7223 IT" On trio Rea n4o vas W b 1711 1'da Iim 1105 ITM I]M im0 Ill 17m I'M I7m 1400 imD 2115 Imo ION 1X0 n1i 17m I12 V41012" Imo 1410 1m0 1105 nm 242 Im,O xl] 1m0 nn 1215 Nt1 1mA 2501 Wb IIm 1411 Imo I= MA Io IM IW t7'OR im "to 1822 i7m 9m Imo 1m tJAO 127ME im6 USS im0 Sm5 1064 UW I= SSR 40.4 3100 1018 Um 12m 2100 105.1 2120 105" +rao-!I-" 17m 1406 17m 100] IRA IN7 ITN 2271 f7m Imo 1faD 2100 Im.D 2071 IN.O 1053 0001 I81A SSU 1:10 981 140.4 2211 105.2 2051 1X4 2211 01.7 not +1m 900tHb tmA imd na0 1405 1X0 1005 f70d fIm 176.8 2743 fmo 189 imD 1005 1740 174 YSi$ 1318 2812 100 2105 iiia 242 4740 246 WD 769 31St 220 814 S59 +003 1)p xImb 17m Int 105.0 ION 110.0 2120 1m0 IOm ib(4 952 1544 10D1 173.1 99 141A 18% 120.1 100.+ ZZu 110.1IW6 rdfiwb 175.1 1301 AR.9 1473 101.0 1051 700.1 tC0 m.4 iSOi eLf till 711 ISOs •3T fN0 RA 105{ B5T 135E 021 1505 %D 1350 44.7 iE. 40$ 1105 10.1 iSN KA k1m Q 0V Q p TABLE 13B Z r1) Mawr I T N m ANCHOR CAPACnY ADJUSTMENT FORMULA: �_ 0.e ANCJtOR CAP„�,., 8101 ahmudr ]$l amn IIt1u WU IIP pW PT Wil (DP-)x( )rANCHOR CAP.,e > > YICEsO 1M80 fico N1C12L♦01.88 FYs/UPM •}281W I12abM MULLION CAP.,,,,, AOWrCtlpP60•m1• - ilnw0fT2P* vtr DpiAncat w'E.tmNtm m- xa'EICOtttcvt w•7zatfimv. Aww I-.- Aagaomor-(w) a Ub) USETFUSFOIUXULA TOOSTAINTFIVANCHOR • E0p M-ft r 1 2-ur r f8T 2410 2.17 v I I.- I bt/C T 0.w' aa4' Mer CAPACITY RC-0UIREW CORRESPONDING TO AN EM . +0.R' s•Lr 4aY• taw S t•Ur "U'* 141 t•Nr .!47r 1.114' T t0.•• tam• i.1Pt ACTUALPRE,SUREREQUIREMENT FOR THE . SANCMf p4TC Wt QRlBWtW vtnva4fR4.ii M. 043. 4m. mu Am. ST4. mm ]x. ass 4i ON. tions xt. 40.. bm. OPENING•WHEN IT IS LOWER THAN THE N"Ll StNt' 4AINMSO4.tlr H2t oA.tm4m.amrort0 60.0.1 Tmp 700. EW. 1700. 99. wtl. beo. lW. IIeO. 748. 1 imp +muni UIG 0.N rot tuD. CAPACITY(FROM THE TABLE)OF THE SELECTED . 8Ant0as t.reun A410M�s04v043a0C4�6bAX f1m. 14005 IOW. 2x5. w1) I m-. 914.. MULLION.ITWILLYIELDAMINOAUMANCROR aMaMtpCb•YO.0./Clb]AlW ton/Fb.Ek Tm. TOO 001. 7050. I000b 50. bm 1M WA M. 1w. 1 W. 1- 09.. ON. I-b CAPACITY WHICH MAY BE USED TO.QUALIFY tl AnmOnpTIY.OA./4DN5 a0N104tlY till. iNO. 1]OOb x22. 49. +NO. 1100. WA ISm. 2430. 1Tm. 405ft nm. iMb. -U ADDITIONAL AN CHOROPTIONSPRO2iTHE nAmim X-100 V'302fArpapt ry 10050• HW. f4a. 410. w1) Rt4 M. WA 1500. WA WA 054 2005. Mix mm. ANCHOR CAPACITYTABLE' gtt77WCCR4Y7SUD 4Aetivn 1051300.4/t1 W,bN.ILYAb@.P0.8t WA WA WA WA WA WA NIA WA WA :W WA WA WA N7A tamp PROOt41,gqv1+41mP4Nif O AfrJrn paartAa 40./uatIIN0,17T A1•m.PW WA WA WA A w1) NU WA WA WA W WA NM 1111. WA 2051. h-2,003-j UviiJiryl Cada 2AOt1KKi@ARC74A QC1Ft2p 0.W 300. 106. 4mb 100. ito. 200. Om. Nt. tw. 44. ISOb w0.. %tb 442. 106. A,ea7Apem7,y 16-a1s�.p3 4AIAtm L7r e4.a6J 4411 ND. rW. 610. I1W. w1) xp 410. WA 3u. w1) w1) NU, 051. Ns. till. , p� � NOTE FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN ANOANCNOR YALUFSA97HESTANOAM CUP. TABLE NOTES By t& FIGURE 7: F7f2URET FiDlNE 3: FgURE 4: FIGURE e:FN2UREk FIGURE IS: FgUfiE N: - MIOm 7400511 MI e • I)SEE SHEET 1 FOR INSTRUCTIONS GENERAL USING UAT)O METRO SHEET 25 FOR BeFORAtATION ON 111111+111 LOADING.SEE SHEETS 2J FOR GENERAL 005TALLA710N METHODS ..:.1411{! 4 2)LINEAR INTERPOIAT70N BETWEEN MULL LENOTHS ANOIOR OPENING WIDTHS ISALLOWABLEiN3B••'•F'P,�� • • • •• Ifl 3)MULLION AND MULLION CLIPS SFgWN ARE NOT TO SCALE.FOR AIL REDIMENSIONS,SEE SHEETSIm (111.56705 •, ♦ 2L23.HOCE6 TO BE OF"LEDIN THE FI4DFQLLOW7Nfl D1MFJtS1ONALlTESTRIO7IONSSHI7WNON FIGURE 6: FItIMm FIGURE 7: ArgLE SHEETS21.23•PIGURES SHOWSUGGESTED,APPRO)(I.TEHOLELOCATIONS. i �� lb �` r s s C7$+ 4)SUSSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS,HOILOWAND GR7YUT*uED O,'. • • r ♦ ♦ • ♦ 5-7) CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C60.WOOD SHALL BE PRESSURE-TREATED %Q -ATL-4F ` MUS YELLOW SOUTHERN PINE WITH AN SG OP 0.R.ALUMINUM SHALL BE 8083.76 AND BE A MNIMUM OF.123 '••A2OR@P'(0,` UBRTSE THICK STEEL STUDS TO SEA MINIMUM GRADE 33 AND 043 THICK IB i S i••.....• \a • • • • • t BE ATLEAST•123THICNANDA30.ALLANCHOR$INTOMETALSHALLSMDATLWT38C�TQ Y THREADS BEYOND THE MATERIAL 9106052 ANCHORS INTO WOOD MAY BE STEEL,168 S.S.OR 410 S.S. MULLION A FLP.J$870 P.E. FL P.E.@ 88765 TABLE14A @i MBIbn CmilacRyTebts .fti! 0A4nneWwdth 4a7taLR9¢N•! J>atluaiOM 6r0PanfnO HeluM 0Br1nA1«BR7raPRrttlpJJnOas H e0N O01e TON aDN XN t00N tmb i4pb t9DN a01k flltAP4a T.4Vmea R.W.r 1-74tm, MdrJ�Be rynR. A4g3ARN1 TrY.Mev Reg3,pi41 inpf74ev A4aen311J TyYLR�p fleetryMv inpnJua. flaNuvila TtWr4aa RtalwaAa nyVRtnB Inn 12r%ZIP ID403v LDeiv LOgp Lwmv Lmnv Laeem L-10 ta6an WD v Iaa a t-�* U"v U-*V L-m LOe v L-ft I-" maim 1. TMMJUMMuYm 11fill, 11 111111 11 1 1g 11 11 N 3 € 11 if if if it If 1 1111 it if if 111 If 111 if I I ll I13€ 111 11 z m tlb -2 RX 101.0 410 1X2 oA /40B 40 1010 ale IMM 414 041 NO fete 411 al I sm 1X7 ml 72,1 Rm 1x1 411 eat 678 tali lit 51.3 RX 1%1 ell 411 All ell � Yn aaa 4W IBea ala Me 40J all '32a 049 4M See am 1=4 40Y 414 air MY I 4Q1 Tat SW Sea 443 785 m Me 4¢3 71.9 314 346 443 rte ail 302 4a7 Me 314 W W021N RJ >W m.0 5m me ss XJ 2B4 Res - 1LB 2a0 6L0 am Br.2 300 497 061 eia 2N 41.2 - BIR 2e] Me 302 US 241 244 W Me 2W X7 302 ME 7m 03 03 Me, BTA 34 MY 201 Me 3R Bit 3R1 40.9 SIR R.1 2be 114 Sia Ate Me 23T " baa IeR 31B pie 40.0 1M 2a3 318 Oat 20 21.2 318 Al 249 21,2 316 40.1 240 - 6 mN 4¢a Sa0 all 210 412 280 40.1 214 Me 284 n7 Me MR 291 31.2 20r US 255 Ile 2a 247 100 114 20a�2aR 215 Me 231 17,7 205 aa2 XI Me 280 9.2 Xt m ®n 421 X4 411 2L0 ape ZM aaf tea 3a! 231 S4T fl2 2aT 224 31S N0 211 734 2A4 NOR x4 Al Toa 1 20a tai S3 2M mb m Me 214 Se6 S6 - g•� ..! mb ai2 2i] 344 iRa Y.0 21] all Z. X.R 2fa Sa rn 212 11] 110 iia T0B 213 al 1m tae 21a 231!1tW27 21.] ter 133 3u IID tee it. 213 230 tw - � C y� � •� TIN tae �43 ma 1s 28.4 tm na aA tm 20.i 1a raa 172 ta7 ssa -� �� yZ21.9 fY 11A te1 190 10.2 101 1TA 133 ,- - 6$ CzUTeN 1¢! 531 191 is 17.6 130 -Q V r T 1E 148 AxhDrC� Towl, ANCHOR CAPACDYADJUSTMENT FORMULA) ZZ Q o 1! 2xc>nte14 3Aa lniacvu ....rtbenAJ _. Ntle io MjX i ANCHOR CAp.�vwl eANCHORCAP._ r �o 14irtr - a1a#COUktm WGtallRM � 3(JrElt0ansM WElaN244m 1fP 6991[0 fiwEeR 1H•99Ek0 emGea ARdleel s12 Qaq MULl10N CAP._ •/ - AadlDrCapPatbma tbsm ApglGM6 t6JaDa A.•iealla'61mr saaa SrmR7+7 US£THL3 F0RMUtAT0O87AtNTHE AHCttOQ X• N #me e P a12 P ?vP ata• 1• .avP P atrr z 3Nr z _ a4a Bal• a3az CAPACITY REQUIRND'CORRESPONDD%3 TO AN EeD4anN 1JP tyP 1J'P i6JP z Raz 1-ae` 1.uP 1•vr 1-VI 4uz z tis• tyr taY4 ACTUAL PRESSURE REQUIREMENT FOR THE IASha JAe. .I 1 n]ia! TRJO3 Ra9n i n iEaan mn pan WA m Tian mops ta01n eat es wDn 0PENN4O,WHEN RL4 L0WER7FUN THE Mt11,IDH {J CAPACfTY(FROM TME7ABlE)0F7HE SELECIEU d ' Z.N t� ML2,LIQN.rT WAL YIELDAMINIMUM ANCHOR � d ''44JJ CAPACI7YWHI24MAYBE USECT0QUALIFY ADDITIONAL ANCHOR0Pre3N9 FROM THE -a AHCN0RCOPACrrYTA= TABLE NOTES: 1)BEESWETi FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 F0RINFORMARON ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALL1710II WEfH006. :RGX7CrRBV736D •t' �.. ni¢1a6hNe WIN maFTtelt FIGURE I: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDUR 0PE ENG WIDTHS iSALL0WABLE. n�ril4Ng trdD AaaPteem t4s!(x0216.Ctj 3)MULLION AND MULLION CARS SHOWN ARE NOTTO SCAM FOR EXACT DIMENSIONS,SEE SHEETS 21-23. r H0LES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRIC."TI0NS SHOWN ON SHEETS 21.23. 2.118` nS FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, Ovde ANGLE CLIP MUST BE USED IN PARS. 12b' t 111It IIJf 4)SUBSTRATE&CONCRETE SHALL CONFORM T0ACI 301 SPECIFICAiTION&HOLLOW AND GROW-FREED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATEDr� YELLOW SOUTHERN PINE WITH AN SO OF Ob5.ALUMINUM$HALL BE 8863•T5 AND BE AMWAHUM 0F.125' '1 h�'y1c-FJSE•'•.R THICK STEELSTUDST0 BEA MINIMUM GRADE 33AND.045'THICK(SBGAUGE).STRUCIURAteifft,'rO BEAT 1.18`X211'%.12)?Mi)LL10N LEAST.128'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTEND AT LFA5T3 SCREW THREADS BEYOND (0aE0RAL FntMWJON) No.58Y'DS •'"J= THE MATERIAL It08912ANCHORS INT0 WGQD MAY BE STEEL,1"6.9.0R41D9-$. - i�•;' " D �T•. sr T'Of :•4: A LYNI0'f.114l.�,P,E.` FL P.E.i 6671$ TABLE TSA Mallon 0.. T.bb ha1Rt �t��� OP+e1iWWafib{Mae6imlyapAailyalkNA}mop-IABH.7ptit(krDllrttre6tpepalNtpPlWW.y ti p mp tap Rb mb Nm Imp Imp tNb imp FalnOir RaW184• iJs7liXpA. RxapW D sa. tb9lra•0 Rcala4• nwallop Hmaa9An TPP7LW Rprta0. DeYOfat T p'Min6. ft-oftt R4PDW 22r$0 =v L040a0 la•be 10aOa1 tasty lama W tq Le.ee to" iwep Leafy Lwle� tmaF6 14Maa ianife trNrp 104Mp male as DAYMULL 11 11 1111111 f1 if ,111 if 1ll, 11 ! if 3 112 111 11111 11 if 1 111 J) 11 H 111111 11 11 o 42p incol 620 liftal 4% ins, TN coollij 120 1101 .06 fm0 mL IRO lm tia.91 5t9 IRO lift (md 623 Ime INN IRO RI IRO I 1166 TRC No 113.0 7120 I Imd I 621 I lots 1740 110.0 of J.I Nia IRA T01 Ina 6M Imo .m im.0 I NI I?" OM Ina w IIIA till slu I 661 iR0 im IRO aR 3RD 1417 IRO W 1021 1522 Imo SM 130A I622 I IND 000 14142 15x3 Ina NO 7 T m.R6b 170A AT Ina am" !mA W imD q} tR0 1416 fm0 @1 7701 NW 7201 7x7 tR9 i3N 119! N7 f04S f4N IRO 161 1211 14N 1704 7W Iti2 fN3 FAD 720 1026 HN Imo 766 ask RSA 797 ties, 412 IT" ilea Ina all OU 1116 7101 754 1704 7213 IRO M1614 1W7 110.0 SIT 102 1373 IRO Ne 1202 0D IRO Mi IDs•( 119 170.0 WI 142 1261 IRO W1 W7 � F mb ties, JW tmS Rt Ina ills iR0 m1 1614 lits I= are 140.3 Ilia 1704 ON 1249 fail 'w We lies 1210 1m•l 204 MA ilia i 612 I tna 1461 613 RI 1212 tat 017 F m � Nh 1700 bD 1710 DI n �7 IRO 1110 IRO 000 1202 1120 160.6 203 ISIA fill 1L7D 017 11!6.4L HW 141D Orb 1061 1160 134.2 113 AA 1120 sally an 741 tom t2a1 .R KT 1720 is2 610 = UI mb 1R0 014 In) Na 1621 1046 "L. 00 120E 1641 Has ell 11+2 too lut .10 1048 tON 7231 .N A 1041 Ii66 am 202 ION 1044 RI all 1016 10.2 ale 67.1 104 1062' efa '� z 1(5A 1 72h HDA 620 MTA 7N 111A UO 1210 TO In 8114 IIt6 IN K0 620 f00A 720 112 food,,T1s, n2 Rs, 420 202 tie 610' .m 202 NJ 202 .m Rs all N,O Om 61 Ma 7 -I t5U 7 a Rb IRT to i71t 020 as 7J9 IKO Om all 7m 973 6m HA 720 a" at$ ms 7m M.BIS WA lm 7t.r ilia.- 730 a7.i m1 al'm -1 411 a7A Tm a13 617 lip 110/ ill 1115 W7 R2 707 $0.1 LN was im W0 am NS 760 71.1 911 alb 1611 7O.a al. as 760 KT 206 NA Tie 0A DR s7.0 720 612 Sall 31.0 720 Ks em Y mp 711 all AA we at I m in 401 611 am d4A 461 417 %3M320 76.1 w NA as XLf 50; 401 4@ 310 50 2L2 403 261 a03 332 4N 221 620 NA M � +TW 3 Wb 00.1 420 61.1 4N 340 4W 611 417 INA /W K0 421 A.I mA •4W 30.1 Ila 20.7 SW Hail Ill 1" 4W Rt 420 212 4" 30.a 291 HA 420 71.0 370 - y W D a Imp NS Iii- KO 36S 342 3N SLa 316 20.a 397 3Ll 3N 261 2JS 3p .b9 OJJ RD so! ]xA ;W i7A 001 702 ml IU >•l 17d Sts to 8 IIIb 314 ill 202 207 201 370 ;sA 310 071 770 LA 320 aD ]IA720 xu a1L Ia] Jm 2113N IOD320 SLID 357 11 277 IN b I7D tie 171 203 a �,{N.}. TAB E 1613 ANCHOR CAPACITY ADJUSTMENT FORMi1tA; _ MCLO7C0.U T10M M -s V. a 3.%tan fwU (OF„aX{ABHOR aANCHORCAP.- Aeda1 a Via,1w in- IN•EMOLWCp1 018• 3'f0.64oW+ml 1N•Lta Wato OPas ET'116•B[t 11.63 fibs aroel.a 0 Out /12871•. ALUrorClp Paf... allow. Aaw4Pab lbemn Aavr4ewr awplWO" "'I 6a•+til LIBETHISFORMULATOOBTANTHE•ANCHOR 1OX Wane r ata• t• aur SVr r ilii' P 2•V!' T aur s 947 OAr taxi' CAPACRYREOUIREIr CORRESPONDWGTOAN emae..m ISM• s:K M. Tim- r xur I•tM 1.1R• 1.11• 1`10 tAN• r iSa ssa• r•ke ACTUAL FRESSURE REOUBiHttEtiTFa2THE a ® no.tf Pl Pe.ft n a 4mn 8206 t lroas mon 3N 1• Np 314 wen Nio Nam. Omm OPENING,YYNEN IT Ls,LLHYERTHAN THE MULLION 4Amila B38Mn o.O1tD26AeA.aprOa. 72020. tmn 7406 H70ms a ONn 3mn wA 74206 7Nta Man Nan W. ae7fH Ilmb CAPACITY(FROM THE TABLE)OF THE SELECTED eAeMus zn•Nn oA.1 2661771 7 t Ilmn nmla Wan SH9n tm4n raL WMa tw 1Won w mon wA INzn lana 2CAb MULLION.ITWILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE WED TO 01.0LIFY ACDTTONALANt2OROPTONB FROM THE FIGURE 7: ANCHOR OAPAGITYTABLE f-RODUCTREYISED wiN N0 FIe1M. e o3 S TABLE NOTES: tam11 wtb truSEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Roe ?02J SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. BT FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDOR OPENING WIDTHS IS ALLOWABLE F IN111 111 ff 3)MULLION AND MUTUON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. •725' �` X'YNN 87,1 �7 • s • • FIGURES SHOW SUGGESTED,APPR070MATEHOLE LOCATIONS,TO SEDRILLED IN THE FEW FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 81.28. VL � \r�'? 4)SUBSTRATES.CCNCRETESHALLCONFOfWTOAC1301SPEOFICATIONS.WXLCWANDGROIr.nLED 55 - i6o.:f8T05 FIGURE 3: OONCRETE SLOCK LVfT(CMU)SHALL CONFORM TO ASTM 090.WOW SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH ANSO OF 0.66.ALUMINUM SHALL BE 00GLTO AND BE AMINWUM OFAWI8THICK.STEEL STUDS TO BEAMWIMLIM GRADE 33AND.045•THICK{18 GAUGEL STRUCTURAL STTEELL TOBEAT �_U �,/2 LElST.125'THICK ANDA36,ALL ANCHORS INTO METAL.SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 30S:ATETHE MATERIAL.010 A Si2ANOHORS INTO WOOD MAY BE STEEL•I"SS.OR 410 B.S. MU �'i�•+,,FLORIOP• �J\~� ANGLE CIDP(FIOURES 1J)MUST BE USED IN PNRS A L11N�N Mul N.PE. FL P.E.86B7Q5 TABLE THA 21619017 C•4 r•MA 1011 ���� OPPMrtP WWOt tlar1 okam)mOPuftn Ha M(for nftns) C 4, 50h Mb JobMh POP IW In tAh 140h 1Mh a Rlahq.6n AptRa'p. NP`11'J,y. RKI:pGe lwmM 13rtpplr tMMSfeY. Pn160b 1l�fR+4 tbtinWK Bo'T+WO. RaIapar IME14K F-d"m I TmyMap RKirgb, 44ma p i 326'45 Laaem La Da La4p Fadee tatmy uMGp E--** Lal•tp La46V 171,14 ,g1oDdi'D L-ft LaDEGLAL tae0kq Wang to..,gp 117644 b45ao 6 DILYMULL 0.6 1700 4710 1704 4" Imol 7u 170.0 m Imo m 170A 0.00 Imo Im Imoow Im 1110 Imo 1 pl 1 Iml RID Im 321 1701 Im I Aroxii 531 Imo JIM 1160 5" M31 Oft 1704 MI � W Nh 17070 721 171.0 5770 IAA 1430 JI%oj 021 imo 971 Rao 0.)0 17170 1153 IAA Sn 1710 Im 17070 an lino WAIT Ina JIM (03 1417 LAA "' '"I fm MA am 1221 for TA SW = x I&DRID IT" 747 17AD M3 Uma m I714 nl 17U1010 Imo eat ImD If% IAA 700 170.0 134s Rao 70. Imo Ila/ 170.0 79 147.1 Ian 170.9M 1743 I652 171)A 7W IIIA 155] 170.0 m 21h 1710 771 InD 612 Imo$-- 0 101 370.0 III9 Imo 731 1700 1775 1710 = 1710 1451 imo m 1652 14M imo 5% 12U WIN VAD Mf 1iPA ass 1700 Mt nA 1455 1710 Set m 007 oF Mh IRA IM my 701 17070 707 IMP 1121 I= on 151.1 nW Imo 914 W.7 tm 1760 921 pet 15m I= m IAA ism Ism am WA no 147.1 M 7170 1302 0.73 Im mh R0.0 121 1710 N5 IAA 0 121 tsu an 1m0 040 0.25 1217 144E am 1267 17N 1425 Bea 114A EAT 1"3 m Ps l 0.47 t562 W IIA CM7 tis? 070 71.3 1247 1x57 M (DC175, {, Mb imo R4 LAA MI 1704o 6M 14414 UW =7 nM 170.9 0.W 1420 W IMA 1100 1565 675 Ina 1100 1]0.4 of ate R00 /1705 W0. 742 1190 1141 to 140 an 11701 0.0 Z (9 S Mb 111.1 1010 VIVA 677 121.7 e am 11SA 1010 Ina 0.p tnA Iwo 114.7 in m foto Ina 117 100. 1010 90.0 tm M) 1010 219 771 DLT AA AA m WA 1070 21.7 m J 706+ IN.f 105 f4SA 771 It4tl0 770 IVa Oto /W.1 711 21.1 006 212 741 /0.7 •00 ea] 721 551 900. 5770 719 DTD 0.W 70..7 7fi ,19.1 121 71.2 Ifo /2D OW 7070 7d •dry mh W.1 MI 1025 131 m!A 721 W4 511 'P64 W RA Mf MA 713 TDA 211 51.0 7W 1470 Wt 15A eal Dail bf 441t MI 4570 1115 W ns 30.7 MI 0.17 eA 00h AU the 21.4 574 a6P I 0.M 30.1 170 .321 Of 17.7 0.N 6177 0.0 450 518 M.1 m 4170 513 47.0 MD 5170 00 41A mo 0.A de LN 511 no 010 90.5 571 Wh 0.0 all ml 621 D60 1 4W Ia7 YA' m bW ILS 421 N.p mSM 361 470 261 0.M 00.1 159 11,3 d0 30.5 417 !IA SM 727 u7 11Mh 474!M3 :W 542 449 351 >00 7D.1 0.p U.T 717 750. u0. 2570 Tai 719 440 71.1 117 SOA in m] ]M 17.1 Z �m4 217 150 /p us 3m W Lw1J a 11th 41.1 n.1 370 312 m ale 370 n0. IA 203 517 2170 m 702 0.W 721 m 24.0 Me 1570 470 20 170 fs0 m 165 314 nDh 21.1 20.70 521 2170 0.M 266 321 31J 50.1 ]20. 237 la/ 371 745 510. 770. ]04 167 SW fuh 20.2 17.1 230 Q C d p TABLE164 AncM7Ca CI TYDh ANCHORCAPACf(YADJUMMENT FORMULA: etauM« i7P tams. 15110471 6aaorGA1 6•NrYU PT MIM 1DP„)X(MtLUON CAP-....��•ANCNOR CJIP.„ NfC6x Upas L'bD a}p'EKo Yi•98Etu 1'��OSZII lnSWAnnmrCa P•Bfm• p« L1M�0 .m•�U0t00P8a'6t6A01KM iN•Ebtt4rcm (60.1 USE THIS FORMULA TO OBTAINTHE'ANCHOR P Ay04M Dun(173) mwatm � r atm svr r 0.171 1• yvr r y11C r w ¢u• oAxr CAPACRYREQUIRED'CORRESPONDINOTOANLSV- LaN• ACTUAL PRESSURE REQUItEMENTFORTHEIWb aWbOPENING,WHEN R IS LOWER THAN THE MULLION 1006 4010bf WA afsbNfb 600b tNfb ab EMb If70b CAPACITY (FROM THE TABLE)OF THE SELECTEE)7f 4 117071! i .3 ft00b 11Ab f55b mlob 27Mm� 0.G afOib AA tWfb WA t3Ab tW i0atb. iarb iSMb MUt1gN.1TW61YIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ` ADOLTIONALANCHOROPAOMS FROM THE FIGURE t: ANCHOR CAPACRYTAB E, I litG 1UCf RBYISED = TABLE NOTES: hIt %laa w1Dt 46Fipi6 GYW mtwam (wb3 • • 1)SEE SHEET IFOR INSTRUCTIONS ON USING THE TABLES AND SHEET 76 FOR INFORMATION ON LOADING a1021g MD*No) ,OSI SEE SHEETS 2.4 FOR GENERAL'INSTALtATI OH METHODS. 97 uiM FIGURE 2)UN EAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISAILOWABIE Mlva 3)MILLION AND MU.ION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, it • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL.RESTRICTIONS SHOWN ON Sl�ETS21-23. 325-^ 46- V��4YNN 44".4"", FIGUf2E93HOW SUGGESTS}.APPROXIMATE HC4EtOCATgN& ;�Kyt�..�1c;:N7iF V: 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPEpACATgN4.FMTLLOW AND GROLD-FILLED 3,2W N0,S2 03 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHAL L CONFORM TO ASTM C-%,WOW SHAWL BE PRESSURE,TREATIED '-'• • • • • YELLOW SOUTHERN PNEWITH AN SO OFO.55.ALUMINUM SHALL BE6M3-T5 AND BEAMINIMUM OF.125 �C TRICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND-0GE).4VTRICK(10 GAUSTRUCTURAL STEEL TO BEAT LEAST.t25THlGL AND AX ALLANCHOR$INTO METALSHNI EXTENOATLEAST 3 SCREW THREADS BEYOND 46- j '•O �-.tf $�� a THE MATERIAL 010 It#12 ANCHORS INTO WOOD MAY BE STEEL 1870 B.S.OR 410 S.S. MULLION j =� S Are LN• :,r1;-. ANGLE CUP(FIGURES W)MUSTBE USEDIN PAIRS, hi s 1 �9.ORLVPtia(ry~.� 1C)NA Fi P.E.A 68705 I-1.ODW-4 I-1.25r-t pp. -�1.DOr r- --i t.06r r- BX r' -{1.000'N- -y 1.00r(- � .125 f--t.zefi'"1 pp�� ppb .126' 3.126' .1126' 3166' d .126' .126' 2'7fi0' 2.760' .125 I I .125 av 2000' x.125 200r L I 1 .285' 2.110 .125 N N m 1 L L IIL 2 N "'T '� 1 �r r .000' r ° I J 2 I'XT%.125MIa31ON 1'Xr X.376'MULLION t'X2.WX.37r LWLLION i'X2Tr%.BSr M1A1x)N 1'X3.125'%b'MULLION 1.25X3.1Br X-WMUWON 1.28'X2.11'X.12r MULLION Q 09 6W3-T5 ALUM. 008}76 ALUM 6069.16ALUM. 6067.70 ALUM 6067-TBALUM 6083.781LLUM. 808178 ALUM U XSE0710N %SECTION X3OCTION X.SECTION %SECTION %SECTION %SECTION m y O F Ul 0 � J �-(1--.125' •('{r.12S -.t x.126` 's In 7 IIT I I TABLE A Z w g k 2.000' 1 5fANp�yp CUP 1 63-TGA C� Olm�ridDn Value pn) For Mullbn: 8683-TB ALUM. OOB}ie AWY. U Z mFSECTION I 2.125 -LP 2-OW %SECfIO1t A 1.825 i'XY X.125 Q d 1 I 6X-SECALUM I - .1�' B 2056 AI�AM FZ• U Q o ,f25 %SEC710N L C 0.085 Tuba MWOon D 0.740 .125' I I Q 8 4 - --I.74P F- .. B 2401 1'XY X.375 � Alumtnun J 'rn N 63 W' CUT HERETO .975 1. 6D00'� D 6460 7UDe MUn�1 Q SO .375 ----3125-i_CREATE F CUP.SEE MIN. F I .375 MNI.--- H- A 1.8750. 61 BL DETALLF SHEET ----- -----'1- •--------------------- B &ODD +'X2.75'% tt�L I A 1 OCIP A M-_--_-_-•t ____________________ 'C 0.767 .376 AlIMnYI L_._____J )...--__--_J 6003-T6 ALUM. '- 2MANOLECUP 7OPMEW 1u163-TSAWM D 1.110 TUBB Mallon STANDARD CLP CENTEROFANCHORIIDIEMUSTUEWRH2ITHE 70PVIEW E .450 Mh - BOB}iBALUM, DASHED BOUNDARY.SEE SHEETS 617 FOR THE A 1.312 1'X2.75'% CEMEROFANCHORHOLEMUSTUE TOPVIEW CENTER OF AN(]KR ANCHOR O.C.DISTANCE MAXIMUM M'ClIWt. VATHIN THE DASHED BOUNDARY.SEE HOLE MUST UE HOLE DMETER ANCHOR DIAMETERS 1Hr. B 3.000 ,e5r SHEETS 5.17 FOR THE ANCHOR DC. WaHUNTHEDI.SH D C0.478 AlurrInun .DISTANCE.LIAXIM NI ANCHOR HOLE BOUNDARY.SEE Tubo MURM DIAMETER,ANCHOR DIWEEIR 117r. SHEET36.77 FORTHE TABLES - D 0.038 ANCHORO.C. A 2,000 DISTANCE.MAXWLM PGTPa1ts 1'%3.125% �ODUCrRBYL40D ANCHOR HOLE Mull Dimentlon(0au 0)) B 2.037 WYi^tui1 deFl MY .Ii0r Alum Rolldin6 Doee_I ,375' DIAMETER:ANiff'. Mullion std.Clip ORrtCllp LI�IIP AD01aC11p C 0.003 Tube MW A�PIAom}pl4-OZt -03 .375' MIN. DIAME7ER.tnB'. I'XYX.125(6) 00006 6613113M 6861118M MM43M 6WS11M 0 1.137 pin' D-- q021 MIN ___-_� I'XY X.375(8) 888008 866114M 686111116M 6682MM 688512M A 2.626 M ,.____ ------ --------- 1.25X3.166' Hun noes-. I 1'X 2.75%.375(7) 60607 666115M 6551120M ON245M W513M B X.286'Alum ' i 1'X662 2.75 X.w(a) 66808 666118M 686712tH t186248M B86514M C 0' 71Le Mull `.L LYNN 7,gL A7ji� D i 0 1'X3.125 X.600'0 66637M 6681116M MBI114M 686242M 686615M D 1.782 1.20'X271' �• �4�.,,.HS„'dF 725'X3.100'X.505(12) 00041M 6631117M Fi681113M 88824tH 666616MA 1.813 . Mn •'•FY�% i I I �:• 05 '_ `-------� I � ---'-� 1.2rX211'X.725(16) 69310 WA WA WA 66B617M Tuo7bDMe uY OFFSET CLP NOTES: q �/Ib/f6 �- .125- BDS3.TEAWLL TOS 1)HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICT10NS GIVEN ON TIES SHEET. A .74L(i �•�, r-t-+-i •;�.0'•.. IGPLOPr'.��. F 2)SEE SHEETS 620 FOR SUGGESTED,APPROXIMATE HOLE L0CA7IONS a ANCHOR O.C.DISTANCE. �'�i�Ss 1 L�'\•' A.L1'NIt�R;P.E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHOD& FL P.E.R 68700 —y,.aro•t" —y,.opo't'- 1.oer-j Ifo• �� ay y� p .305 i �'..t�.t36• -'!N•^.i36` O�•S W pmt 4.000" .128V 4.Oar 2.825 21 it STANDAROCILIP 5p3,000• 2XSANGIECUPYfio6}.TBALUM. I am ( XST>:TtON I N .126• .125 .136• %SEC4ICM L .D3,1 � � On � •t21 375 376' OASHEDSOUNDARY,SUSHEETSS+ROFORTHE j -T ANCHOR O.C.DISTANCE MAXRIUMANCFIOR g t HOLE DUMEIE[i;MICHORDW1ETEtt.V10.' 1'0 �H b' 4x4%.126' rX4•Xars t•X4'Xa75 _ MULLION MULLION T-AUWON I1+ d.bar m N p BXSECTIUM 60-SECTIVM, 6p61T6AlUM «375 Lam----1126• CUT HERE 70 376' .375 lD V� XSECRg4 X-SECTION XSEC7wH -'{ �"i.-CREATEF-CURSEE MIN. DETAILF,SHEETf Z . 1260' xS, - W CENTEROF r--------- -----------t G. z �}` 1260' L260" i i I i j I ARCHORMOtE j MIN. j 0 W MUST UEWITHN 1 �.t THE d "r BOUNDARY.SEE SHEETS 670 FOR �` 1B4 � - � t j � 7FEANGttOffO.C. 7--'----- Zoe 0 F I DISTANCE 0 1255 3.250" ; ; .' ANCHOR HOLE i W 20 n •- 1 ANCHOR r 1 tY J .tar 10O' .far i__-----1 i �'----•'--� D CHER.Uir. `----------`----------' V a a N a .LOG' _ �4• E • IP STAAUARDCLW ULYIP W63-.SALLOL Q,•i{ 11 CENTEROF ANCHORM LE MUST LIE 6001TOALU 6083-TS ALUM TORyEW -•i.020"h•-1 -H.am W- --I.824 Fes- WITHIN THE CASHED BOUNDARY.SEE TOPVIEW TOPVEW t3SX32sx.tdr 1,2SX32a•xt2r 1.2Sx3LH'X.02r SHEETS 520 FOR THE ANCHOR O.C, TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUMANCHOR HOLE gmmrJon V4Nf Pn For*Alan: gmendon V.IOo pn)For Mullion: 800546 ALUM 0905.T5AWM. 6WS76ALUM. DIAMETER:ANCHORDIAMETER.Lir. %SECTION XSECTrnN XSECTIOH { F - 4.238 1, 9 1.000 ,125 O —43 XR24" SSpp• 1 1880 wo m ura 1 7.735 Alu M m 2601'--y 125 .X375 1 TN.MJraf' i 3.260 i.ZV X ' 1.37x• 12, 1.877' 1 •60W •}73 F 3167 1'X4 X F 2625 1.25^%a.w' G 47 376''' G 1.125 X.CN• H ?A10 AOrMlam H 1.500 Ab"o nun .-COUCIREVISED 3000 705687 i 3150 TWq MwnWn i F 2260 /2S X325 F 26 340 MW 0°°'NY was Un FkrMr .125 I I i .I I i i 0760 X.100' F 2a7o 46'0 MW AugN No 1FOUS•O3 .125 43•- 2260' i i 1 t i i H 1600 AlmrXrrn Omo yyji ..-3r I i } Tb.MrPlan Or a 46'BAY MIA,UON 12 i f I i i TABLED ikm rryipnrl 3r BAY MUUJON I 666STSACN --------- 1 .: Map O6nt g. POT Part 11 77A 5065TBAWM t / X.SECTwN _______ _____ 4YNN Ai xsEDrtoN J I I I•n.aq Muutan 6m,a4 oErLCllp uutp Anpl.evp Jt��..........!l[E OFFSET CUP YXP X,I2r(10) OWN oa6111M 06p112ffit 868211M E6651SM _�ti?''4ICF'N •'':g•ir'� 22r� -•B81'�{ 2PS��.BSr•� •125 6063O�EALUM r xf•x,3rr D1) 806/D 606172M ria6117aN 666E 60a570M = ]Os :144— H rX4X.378-ron 88853 SEai12M 600179M 8662A2Lt 666577N 114'54 L NOTES' F 7.28'X3.73'%.108(13) 20100 a00,122M Wali 4M SM2410M swit5M K= 7.78X}76"X.ffi4`(1f) 20161 6%11M 68rizu S6".t'attM 6660it6M �.Q:PL 1b�� '.fY ij HOLES t0 BE ORILtEO Ot THE FiaO t�LIOW WOOWENStOHAL RESTRICTIONS GNET70N THIS SHEET, 0 1.2r X394"XA2r(16) 20162 EWII17M OW1128M 56624IM 666SWM '•'f5 S 1G t �` 21 SEE SHEETS 6-26 F9R SUGGESTED.APRROIGMATEt1DLEtQCAT10.Y1 30040-06) WAS WA WA WA 66061tOA 'pf`'•.,�DR@P•��C/�� 10A WA 865511/M 31 SEE SHEETS 2d FOR GENERAL INSTALLATION MET1tOM 43 CM 66860 WA �'��S'$�r)[�p\.�•�l A,L•Y R;D.E. Ft P #587716 TABLE $ � Mull Dimentlon PDT Pr" f £ E (gh�otq Mullion Stl.CHp U-Cllp Anpl�Clip I I•-•175 Ua,-4-1 r--.725 S X4'X.23(18) 85802 6WMIM 611WIM 8805117M 2XS'X25(17) 68801 686262M W272M 6885113M 1 6TPNOARDCLIP U•ClP 2X6 ANOlE CLIP 4 g 80037SAWAL 0053T8AWMd%bECTMN/ 2175 %SEC710N 2W0' X3ECTION1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING .175D0.IENSN7NALRESTRICTIONS GIVENON THIS SHEET.2)SEE SHEETSS20 FOR SUGGESTED,APPROxIMATE �+-1. T ° HOLELOCATION8. . IABO' 3)SEE SHEETS 24 FOR GENERAL UIS7ALLATION METHODS. & _ W V K N �'{ QITNFAETO 6.000' 976' m N a 0 2.065 .375 '6 t '._SEE DETAL FP .375 M� MW. ' 6HEET4 �• ? ___ ___________________ Z 2 F_______ T_ l j I i i I � Opp j 4' 3OOV 439' £ ♦ 3.438' £ i .25P 2'XI'X2V I I 3.436• I MUWONL cn 6063T6TA�N. L____________________l MM. � p _-____ __-___-� __ __ 7 N h STANDARD CLIP 2%5ANGLECUP Q 0 LLCLIP,8083TOAWM. Q O CENTER OFAXCNOR XOIE MUSTLE 008376 ALUM. CENTER OF ANCNOA HOlE MU37 LE 606376AWM. a Z U) .260• V.'ITNm THE DASHED BOUNDARY.SEE TOFVIEW TOPVIEW VRTNIN TME DASHED BOUNDARY.SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR OG SHEET554b FOR1NE ANCHOA O.G DISTANCE IM%OAUMANCHORHOLE CENTER OFANCHOR HOLE A6IST UE gSTANCE.MAAMUM ANCHOR HOLE &� DUMEHER-.ANCHOR DLA ETER•UIS. --._VIRHW THE DASHED BOUNDARY.SEE DIAMETER:ANCHORDWIETER♦BIS. SHEETS 320 FOR THEANCHOR O.C. 3.500• DISTANCE.MA)CMUM ANCHOR HOLE .. ' CUTHENETO DIAMETER ANCHOR DIAMETER 1/13. 5.000' 2AOP MIN 3.605--�I=�TE4FdP �3 € _ MIN. _ I 973 I I I I 1 I I I I ;rtOOUCTREVISED I i I plying%,iN Wo F7H1� I I I I 'rolplDye goal ' I I 1 I 1 I I I I I I I 4.696' f 1.—_—_�__y- Mln ]50' a.Om' f -�- - ---r £•. —} 5.463 I I IIIIIIIIH! 5.438' I 5.435 ; I`pN•( 1I ,.. Sxe'X1S I 1 I I 1 I �•`3�: \)CENSE'••:F`Q'�:� ML6UONI i i I No.38705 e0B3T6 ALUM II 1 I i i .375 I•' ' X-SECTION '• / i.__.._________ I MIN. =•LI:R �b .O(= u-CLP Ohl'•`,•:FLor.ID�.:,G.�: 9TANDARDCIPL 7%6 ANGLE CLO' `. .255 a083Te ALULI 000.1-T6AWN. eL83T0AlllM. �'yi;1�0(1IAL���'`.` TOP VIEW USED FOR S TOTWION.6FEET 17 TOPVIEW A.LYI•GS}.MILLER.P.E. FL P.E.®58705 EXAMPLE I•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TORE WOOOONALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2•V4'.THE OPENING REQUIRES A DESIGN PRESSURE OF ISOOAMA PSF. - WANCHOM&HEM) 1)INIT:ULY ASSUMING THAT A V WIDE MUW ON IS SUITABLE,THE MUW ON LENGTH 1572 AND THE OPENING WIDTH IS 32'3211•=66.REFERENCING SHEET 25,THE COLUMN USWa RECTANGULAR LOADNG MUST 13E USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.11Y AND WILL MEET OR EXCEED THE REWIRED :7 DESIGN PRESSURE OF HIOCYL0.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER S12E AVAILABLE. EEE 6EE FROM TABLE 3A SHEET T.THE 1'X2.75'X.373'MULLION(LENGTH•M OPENING WIDTH o 70•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS M383 PSF AND MOULD FEHEERWINXI OETAIIS. NOT BE SUITABLE FON THIS APPLICATION. pp PROUICTS 61EET9 SY APRIOVAL 1a FROM TABLEK SHEET&THE 1•%2.76'%.SFi0'MULLION(LENGTH 77,OPENING WIDEN•76)HA9 ADESiGN PRESSURE OF II.72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � OPENING AND MAY BE USED N THIS APPLICATION,NOTE THE ANCHOR CAPACITY REQUIRED O1830 LBS, I.. 4 2)USE TABLE IB TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REWIRED FOR THEWVOD SUBSTRATE BOTH THE STANDARD CLIP WITH(QS72ANCHORSAND THE 2X5 U) W ANGLE CLIPS WITH(4)012ANCHORS HAVE A CAPACITY OFSBS LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL Z /// DETMd 3)VERIFYTHE DESIGN PRESSURE OFTHE FENESTRATION PRODUCTS USED NCIH THSMULLIONMUON SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION PRODUCTS,WILL O "'///••' SHITSAPPLY TO THE OVERALLASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MLLUON AND THE FENESTRATION PRODUCT BE MTA .LED WAOCORDANCE WITHIN. j = 2'7 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUSSTRATESAND FENESTRATION PRODUCTS TO MULLION. KL N IN THIS EXAMPLE,THE DESIGN PRESSURE REWIRED WAS 41-MGPSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 723 PSF WITH AN ANCHOR CAPACITY OF 838 LBB ALTERNATIVELY, W O � NOANGKRB f'1 N'PgTA NLL l THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXALT DESIGN PRESSURE OF BO FOR DO y IS--II--yam--1111F JJ —iF-nNLLx1mH (Sp PSF)%( )-624.OLBS (MAYBE USED TO Ol1ALIFYp10STEEL SCREWS FROM TABLE dB) � 7 i THEBLAUDINGSUBSTRATE IS KNOWN TO BE CMU ON THE JAMES AND USES A CONCRETE HEADERAND SKLTHEWINDOWFRAME DEPTH IS 2.V6.TH.OPENINO REQURESA j DESIGN PRESSURE OF 15087.55.0 PSF. Z r .a-• FORTHEVERTIMMULLXOW I OI o 1)INITUVIY ASSUWNG THAT A V WIDE MULLION IS SUITABLE,THE MULLION LENGTHIS 32v7241••106AND THE OPENING WIDTH OS3613617'=T2.REFERENCING SHEET 25, L THE COLUMN USING RECTANGULAR LOADING SHALL BE USED, THE MULLION TABLES FORAMULLION THRICE ATLEASTTFE WINDOWFRNAE OEPTN OF 231B•AND WILL y tD SG y� EXAMPLE Z.MULTIPLE MULLIONS FROM OR EXCEED THE REQUIRED DESIGN PRESSURE OF ISOnl.05.0 PSF.IF THE TABLE DOES NOTSHOWTHEEXACT SIZE,USE THE NEXT LARGERSUEAVARABLE. d B FROM TABLE 3A,SHEET 7,THE 1'X 275'X.376MUWON(LENGTH•106,OPENING WIDTH•161 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 14151 PSF K Q� HARLYnDQ- -- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. ET 4 y ¢ 3 3 FROM TABLE IZA.SHE1B,THE 2XX.25V MULLION(LENGTH•1W,OPENING WIDTH•OW)HASA DESIGN PRESSURE OF-1-64.7 PSF WHICH EXCEEDS THE REQUIREMUM Qa 171 3 y y FOR THE OPEMNG AND MAY BE USED IN THIS APPLICATION.NOTE THEANCMORCAPACITY fE000ffO OF 971 LEE, 27' FENE5TMR0HH .E ATO BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIOTH S Sir-3r-21 TV.NGT 73•/vS PREVIOUSLY ASSUMED.VERIFY THAT THE DESIGN PRESSURE S WI STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN PRODUCT'S THE 73-DIMENSION(354N`+311r^2.M 2)USE TABLE 12670 FIND THE ANCHOR TYPE,ANCHOROAANTITY AND CLIP,TYPE REOUREO FOR THE CONCRETE SUBSTRATE IN THIS EXAMRE.ASSUME THE POURED 1 CONCRETEHEADERANO SILLARES•WIDERTHE MUWON CLIP WERETO BE CENTERED WITHIN THEW,CARE MUST BETAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. YERc1r/t1 USING THE STANDARD CLIP WITH(0)3116 ULTRACON ARCHORSATAN EDGE DISTANCE OF 2-mr opitBAN ANCHOR CAPACITY OF 1050 LBS WHICH S GREATER,AND .. 6ARLKM -�-EFE 'EEE THEREFORE SUITABLE,FOR THE REOURED ANCHOR CAPACITY OF 071 LES. lHfuTll DETA05. D'ma A SHEETS 1a SHEETS FOR THE HORIZONTAL MULLIONS: He - aD HBtM BECAUSE THE VERTICAL MULL DULL BEAM%P%156 MUWON.IN THIS EXAMPLE WS_WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER . IIp MULLION TYPE COULD BE CHOSEN. .!!!!,d R�Ci REVISED . NiE1fON id7irya! .h Oe Flak )THE MULLION TABLE i2A.IS 3WSHEET ARD THE OPENINGHEIGHTMULISH(@LENGTH-.REFERENCING NINGH EIGHT 12 THE COWMNON PRESSURE OIDAIRRUVLSFWHICHLOADING XCEEDSMAYBE Dulling Coda USED.FROMTAB FOR THE OPENIGANMAYBE.2WMUWON I®LENOTH•YOTE THE AGHEOGCAPACI)REQUIRSILYI PRESSURE OF�F170D PSFWHIIf EXCEEDS THE A���IC•OALI1,.Oy REQIIREAENTS FORME OPENING AND MAYBE USED INTHIBAPPUGRON.ROTE TINEARCHORCAPACITY REQUIRED OF 521 LBS pialim Ole 1yOQ( 6EE DETN18. 2) BE TABLE 120 TO FOND THE ANCHOR TYPE ANCHOR QUAMTTYAND CUP TYPE REWIREO FOR THE CMU SUBSTRATE(EDGE DISTANCE LE,ASSUMETHECMU ANGLE CSAR E6 D7 6Gf1EEET8 WIDE.IF THE MUWON CLIPWERE TORE CENTERED WITHIN THE W.CARE MUSTBETAKENTO MAINTAINTME FASTENERS EDGE DISTANCE.USINOTHE 2)S ANGLE CUPS WRII M' Dade Foduti >J (4)3116 ULTRACONANCHOiS ATAN EDGE DISTANCE OF I•GIVES AN ANCHOR CAPACITY OF 540 LBSVIHICH S GREATER.AND THEREFORE SUITABLE,FORTHEREQIRED 11111111 ANCHOR CAPACITY OF 521 LB �.` LYNN S. v,IIDISz----i�ae••H0R¢ !)FOR THEUCLIP IN THE HORIZONTAL MULLION TOVERTICALMUWON.USETHESANE ANCHORCAPACITI Of-LBS.TARIE"I FORTHE U•CUP 511—THEANCHOR ` �:'V\CEN3�"•.Fy i MAI LENGIN HAAs LENaT11� S. CAPACITY 1.1.-LBS WHEN USING S ANCHORS, HI WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REOUIREIENT OF 521 LES.THE = OPFIlP6 WDTA FORVFRTKYJ.I4L ANCHOR TYPE IS A$12 STEEL SCREW. _ N.,53705 -- FROMTHEABOVESTEPS.OUR MULLION DESIGN PRESSUREIS 40/.7 PSF FROM THE VERTICAL MULLION; '�• y,x I,�j r^ H-170.0 PSF FROM THE 36 HORIZONTAL MULLION ATTACHING TO CMU: :t0'• + IUB 4170.0 PSF FROM THE 3W HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON(INfERSECNON) THE LOWEST DESIGN PRESSURE S-W.7 PSFAND WOULDAPPLYTOALL CF THE MUWONS. /,(S.,•LORl0.,:C\�q,: VERIFYTHEDESION PRESSURE OF THE FENESTRATION PRODUCTS USEDWTTH THS MULLION SYSTERTHE LOWER DESIGN PRESSURE,OF MULLIONSOR FENESTRATION �Gi zovSEG' PRODUCTS.WILL APPLY TO THE OVERALLASSEMeLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESMTION PRODUCT BE INSTALLEDN A.LYMJ M&14EK1P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS WORESPECTVESUBSTRATES AND FENESTRATION PRODUCTS TO MUWOH FL P.E.0 68705 EXAMPLES OF RECTANODUR LOADING: EXAMPLES OF TRAPEZOMALRRIANGULAR LOADING: PW 1 8 � PIN I Y Ij _. ..... PW .m N SIKH SHIDH SNOH SHAH I PW N 1 _ cc ' ........... I y W �� O LOADING OF VERRCALMULLXNI LOADING OF VERTICAL MULLION m ~ SILL OF WINDOWS NOT ANCHORED WTiTf INTERSECTING HINH¢CITALMLLLIONSHlpppR $ SOD �Vy I ON LOADING OF VERTICAL MULLIOe 7 Z 1 LOADING OF HORIZONTAL MULLION LOADING OF HOFU70NTALMULLION v PIN Q G e Zy� T PID W PVI+ sHmx 1 LOADINGOFVERTICALMULUON - LOADINOOFHORIZONTA.MULLION SRLOFVANDOWSNOTANCWRED WITH INTERSECTING VERTIGI MULLION PW PW .11 I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MILLION LOADING OF HORIZONTAL . I MULLION PA HINGED I NOTES, 'ry(OLXICT REVISED nm DOOR Ih Y FlaeMe PW PW 1)DRAWINGSARE mmi"I Te RERESENTATIONS OF TYPICAL Atapeas Nv ,p3 PW CONFIGURATICNS. I PW CONFIGURATIONS NOTSHOWN MAY BE EXTRAPOLATED FROM MWn Piodrt THOSE SHOWN. Z)IF THE LOADING TYPE CANNOT I BE DETERMINED.LIGE :0,..•......,;((F.•� / PW RECTANGULAR LOADING. PW I / } 3)SEE PRODUCTS APPROVAL FOR -A N.9D7Di - ACTUAL ANCHOR LOCATIONS. _ LOADING OF VERTICAL MULLION LOAOINOOF VERRCN"MU1110N .tI PANEL OF HINGED DOOR IS NOT CAPTUREDORANCHORED WITH INTERSECTING HORIZONTA.MULLIONS I "fLOF SIIDA) K� J, ) ppptt \J LOADING OFVERTICA" LOAXNGOFHORIZONTAL 0.LYNP�{�Iµ6Q'A.E MULLION MULLION FL P.E. 69TOS