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Home My WebLink AboutProduct Approval (2) MIAMI- & _ MAMF-DA.DE COUNTY PRODUCT COPNUROL SECTION DEPART ENT OF REGULATORY ANIS ECONOI%HC RESOURCES R) 11805 SW 26 Street,Room 208 BOARD AND CODE AIiDMENfISTRATION D1ISION 15-2590 F(786)315-2599 RECEIVED ..miamidaae. aviecono PGT Ilndmsties,I nc. AUG 2 9 9018 1070 T eeozogy Drive North Venice,FL 34275 ST. Lucie County, Permitting COPE: This NCA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submAted has been reviewed and accepted by Miami-Cade Couni- P'ER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AEM. This NOA shall not be valid after the expiration date stated below.the Miami-Dade County Product Control Section (1n Miami-Dade Co-unty)and/or the A HJ(in areas other than Munni-Dade County)reserve the right to have this product or material tested for quality assurance purposes. if this product or mnaterial :ails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AH3 may immediately revolve, modify, or suspend the use of such product or material within their jurisdiction. REK reserves the right to revoke this acceptance, if it is deter-mired by Miami-Dade County Product Control Section the 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 Hur;icane Zone. DESCRUTDON: Series 66SH-200"Aluminum Single Hung Window-N.I. API ROVAL I'vGL'cTJltMR I-'IT-Drawing fitted."SH Window. Installation"sheets 1 through 8 of 8,dated 05111/11,with revision D dated 06/16/17,prepared by manufacturer,signed and sealed >_ by Anthony Lynn Miller,P.1E.,bearing the DIliatni-Dade County product Control Revision stomp with the Notice of Acceptance number and expi_i-ation date by the Miami-Dade County Product Control Section. IMISS3-E AAT A' iG:No' ne ® LABEELai. Each unit shall bear a permanent label with the manufacturer's name or 3ogo, city, state, U model/series, and following statement: Mami-Dade County Product Control Approved", unless otherwise noted herein. N'E AIL,of this NOA shall be considered after a renewal application has been filed and there Inas been LUno change in the applicable blending code negatively affecting the performance of this product. nRPAIINTATION of this 1.4OA will occur after the Expiration date or if there has been.a revision or change - in-the materials, use, and/or manufact of the product or process. Misuse of this NOA.as an endorsement of any product,for sales, advertising o:any other purposes shall automatically terminate this NOA. Failure to comps with a-iy section of this 1140A small be cause for termination and removal of NOA. VEIRMEM -EQUa The NT OA number preceded by the words Miami-D33de County, Florida, and followed by the expiration date array be displayed in advertising literature. 'f.any portion of the NIOA. is displayed,then it shall be done in its entirety. LINTSPEC'3'ION.- A copy of this entire MOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0505.02 and consists ofthis.page 1 and evidence pages E-1 and E-2,as well as approval docuanent mentioned above. The submitted documentation was reviewed by jorrge M.Plfzeucia,P.E. PER4,,,� a ( ExpirationDate: September 01,2r}2 g 1WRMt t a b t Approvai Date: October 26,2017 e,3 T Imft"Iftin ft ZIt C. NOTICE OF ACC EP.' _:_QCT- E ENCS S MMffu.'lt 'IED A. PP,AWGS 1. Manufactureres die drawings and sections. 2. Drawing No. hO-S -01,titled"SH Window Insta1$ation"sheets 1 throu&8 of 8, dated 05/11/11,with revision D dated 06/16/17,prepared by manufacturer, signed and sealed by A..nthony Lynn;eller,P.E. B. TIESTS 10 Test reports on: 1)Air filtration Fest,per FBF, TAS 202-94 2)Unifonu Static Air Pressure,'fest, Loading per EIEC,TAA 202-94 3)Fater Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per PBC 2411.3.2.1,and TABS 20294 along with marked-tap drawings and installation diagram of series SH-200 aluminum single hung Widow,prdpared by Fenestration Testing Laboratory-,Inc.,Test Report No.FT11�6479, specimens 1 thru 26,dated 03/28/11, signed and sea ed by Marlin D. Brinson,P.E. sired nod l IVooj- �1n � C. C L=IUA'TIONS 1. Anchor verification calculations and structural analysis, complying with IFBC-5"h and rfi' O-6a'- t'2 7)da3ed 10/12/17,prepared by manufacturer,signed and sealed by Anthony Lynn?fuller,P.E. 2. Anchor verification calculations and structural analysis, complying v ith-JiFDC-5''L' Mflon (22014),dated 05/22/15,prepared by manufacturer,signed and sealed by Anthony Lynn filer,REE. (Submi&ed under 'OA- filo. .15-0528.22) 3. Glazing complies v4th ASTYR E1300-09 I. hdiami-lDade Department of Regulatory and Economic Resources(RPR). Z. MAS -U,CERT-MR,CA a j UNS 3. Mone. F. STATEMENTS -1. Statement letter sof conformance to ffMC-51 -EdWam (20 4) and MC-6'h EdlLfilon (2017), dated 05/22/17, issued by manufacturer, signed and staled by .Anfhony Lynn Y1 u Ier,P E. ,o 2. Statement bitter of no financial interest, dated 06/22/17, issued by manufaotiarer, signed and sealed by Anthony Lynne Miller,P.E. vOr-je-FA.P�--4-e-imaa,it.F. prod&t covtroR Unfit Superior SDA No. Approval lDa et (Detober 26,2017 C-� ?G:F Imdustyles,Ing. NOTICE GIMP AC CEPT ANCM EVWA-EM=flf SUBMUTTED G. 0 I Notice of Acceptmee No. 16-0505.02,issued to FGT Industries,Inc. for their Series "SH-2005"Al=dnum, Si-ngle 11-ungWind-ow-N.I., approved on 06,116/16 and expi:6mg on 09/01/2 1. Jorge M.PRESen-Cla,PS. Py Fact Co ,&0?untt Supervise NOA No.17-063&02 Explwaflom Date- September 01,2021 App'r-avai Date. October 26,2017 IEN5P-'4-NO7E:S,$ERIES200NONikiPACTISINGLEtIL!NC Vilfq. IN DESIGN PRFSSUREPIA17 ING 7_11-1,'PAOTRATI r. W,R, VARIES, NOT RATED FOR "f 13 PRODUCT HAS BEEN DESIGNED&TESTBO TO COMPLYINTNITHE REQUIREMENTSOFHE FLORIDAUILDING SEE SHEETS 2 a a IMPACT RESISTANCE 1)THIS "T CODE,INCLUDING THE HIGH VELOCITY HURRICANEZONE(IiWIZ. 49 liall FOR ANCHORS IN CURVED HEAD, 9.)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGION& $Cll SHEET S. S2418'SUCK WIDTH 49-IA 2)FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY.USE ONLY MIANW-OADE COUNTY APPROVED MASONRY NO ANCHORS VISIBLEUGH7 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM COO CONCRV.W MASONRY REQUIRED IN UNITS AND coNcRt'itis WITH MN.KS;PER ANCHOR TYPE SEE TABLE13 6&0,Vripm 4&ij. --..n .— STRAIGHT HEAD. MASONRY ANCHORS MAY OF USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS TIIAN 1.112'THICK A ARE TO BE CO3'VSIDERCi31X INSTALLATIONS•1X WOOD BUCKS ARE OPTIONAL IF UNIT'IS INSYALLED btRECTLY TO SUBSTRATE.WOOD DUCKS DEPICTED AS 2X ARE 1.1/2-THICK OR GREATER.1X AND 2X BUCKS{WHEN USED)SHALL BE B-MAK.FROM36.1w DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DES'ON AND INSTALLATION IS THE CENTER OF kl. VISIBLE 36 VISIBLE RESPONSIBILITY OF THE ENGINECR OR ARCHMOT OF RECORD, MFETING-n 78' 6)ANCHOR OMBEDMUN7 TO BASE MATERIAL SHALL BE 131;'YOND WALL DRESSING OR STU1100.USE ANCHORS OF RZ MAX.D.C.LIGHT TIP 70 2'MAX.D.C. LIGHT SUFFICIENT LENGTH A$Gprzc;Pist)ONTABLES S&S,SHEFTS4&6.NARROW JOINT SEALANT IS USED ONPLL FOUR P CORNERS OFTHEFRAMZ lt,STALLATIONANCHMS$HOVLDDCM"D.OVERALL SFALINOTLASHING STRATEGY FOR firs WATER RESISTANCE OF INSTALIATiON SHALL BE DONE 8Y OTHERS AND IS BEYOND ti -SCOPE A 77' irs o t-oFlivsa 'F SUCK INSTRUCTIONS, - - -] HttGHT ir S'MAX.FROM L MIDI( 6)SHiMS ARE REQUIRED AT.EACH ANCHOR LOCATION WHIS45 THE PRODUCT IS NOT FLUSHTO THE SUBSTRATIEL USE CENTER OF-f SHIMS CAPABLE OPTRANSFERr(INGAPPI�IEDLOADS.WOGS BUCKS,ayoTi4eRs,musTi3esurrici�-NTLYANCHt)ft&13YO n MEc NGRAIL HEIGHT RESIST LOADS IMPO$60 ON THEM BY THE WINDOW. 2r A.NEGATIVE DESIGN LOADS BASED ONSTPUCTURAL TEST PRESSURE,FRAME ANALYSIS AND OLAISS PER ASTM Ol*= R POSITIVE DESIGN LOADS BASED ON WA76RTEST PRESSURE.STRUCTURAL'EST PRESSURE.FRAME ANALYSIS AND GLASS PER ASTM E1300. NO ANCHORSC j C,DESIGN LOADS ARE!BASED ON ALLOWAOLV STRESS DESIGN,ASO. R 'QUiRr D IN S!Lt' 2.MAX B2.1A'RUCK WIDTH 61 MAX,O.C. 0)THE ANCHORAGE METHODS SHOWN HAVE BEEN DE61ONED TO resnsrm wNmoms OORREsFoNowo To THE REQUIRED DESIGN PRESSURE.THE 33113%STRPSS INCWAqE!HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED PORTH13 EVALUATION OF ANCHORS IKOWCOO.ANCHORS THAT COME TYR FLANGE MhME ELEVATION 1-YR INTEGRAL RIN FRAME ELgVATIQN INTO CONTACT1111V OTHER DISSIWILAR MATERIALS SHALL MEET THE feQUIREMENTS Or THE FLOR0ASUlLOINOOOOBr II FOR CORROSION RESISTANCE. (TESTEDUNI T) CT�_STEP 9)REFERENCES:TLIST REPORTS M-609:ElC0 ULTRACON NCA;,CLCO CRETEFLEX NOA;ANSUAF&PA 140S FOR WOOD CONSTRUCTION ANLIAt)iV]ALUIV,IP4WNtDESIGN MANUAL. 101,THE:200 SERIES SINGLE HUNG WNDDW WAS FORMERLY KNOWN AS THE 4=SERIES(FLANGE FRAME)OR 4001 SERIES(FIN FRAME). GUIDE TO SHEETSt --URA-riONSASSHMYKBrLOV40RSI,MILAR.mA),aEusr=DRYINSr,.RIBINCTHC-. ELEVATIONS........... I WINDOWSHAPES AMC)SASH CONFIC IL In- GENERAL NOTES I SHAPE INA BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT CLOCK Sr4C FROM THr-TASUES ON SHEETS 2&11 1 DEStCRN PRESSURES-__2 A 3 77 Iml INSTALLATION,FLANGE..........-4 14— MOTH WiDTH -4 41O b5 rahmo cretelfi=_W 127.4 hul 1,109.7[tit INSTALLATION,INTeGRALFIN_S qha plafta Woo ANCHOR QUANT;TIES.................0 NOA-ma. GLA71ING OFTALS.................•...7 ba KM CORNER ASSE-My .7 mvim0to 14'**op/all2c)9f EXTRUSION PROFILES..............6 PARTS 41 LT ijillill LIP 9 Q, y Ly . . ........ x c ul'4# OVA 6/17-JR,-UPDA ED To F8C 2017., VQUNLLYIE PACMEwlom AWITOPMOVILWrOREEL CODES/STANDARDS USED. -7 0-akwl" Omen all 4 FLORIDA BUILDING CODE"C),6TH EDITION 0— F-2017-FLORIDA BUILDING COOS(FBO).6TH ED';T:ON 96 rzi j'_?' 107OTECHNOLOGYORIVE GE-115RAL NOTEES,&'ELEVATION J ROSOWSKI L 7. ASTM E120"9 N.VENICE,FL 34273 DANSIZAFVA NDr,2015�OR WOOD CONS PRUCTION ...... (941)400.1$00 -ALUMINUM DESIGN MANUAL,AOM-?.DlS SH ININDOW WSTALUMON *AISI SIM12 LYNN MILLER,P.B. 9 687*05 CFRl-OFAUTH,t2492eS SH-200 NTS I OFS MD-SN'203-01 D i Design Est saaum. (19bure)for a km,,Tt Mm 7� Nuri mo ,avemN tht Fgarmw no I OA-xv. Window A 1/8'Anm&M6 (see flyM A,WS Shea!) Maxhium Windiv k"W D 110"TemparSe. irmff 37, 41, 491 Sri *bj-�r i 6"(Equal M 7ABLE i Maximum Pvxm mm(bpm�D ft�spmatB qj pI 0 <9' 17"In A Mings FfAwn'-p Sam ilolof- ................ 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TWIV$9-J.NOT APPUCAKC WMI Ifir 4"*ALM GLASS('R?E A). n-V 2)FOR VZZES NOT S�IOVIW,ROUND UP TO THE NEX-rWAILABLE WIDTH OR Sy am9a thott'dw the writAW PmVlwv aovbt-2=AlpwAon)far tho glw.n Midm?11,0401. ATE �t HI ORT DIMENSION SHOVOI ON THffmM Axon Qhai�o MAIL, so,I A.LVNN.415-R,M WINDOW HEICHM-$AM HEIGHT CAN KOTEXCEED ST. x1;11 iiA..9.NfICesU D5MLS!=OR FLANG�E.°RAM'E:u c..ol"JcRmrcluu sPER ANCHOR PEI;ANCHOR i "-'----------^-�--- «� OPt'IORALAOCSN 19 EMDEDME;vT ^+-•--`w-i Rf-UUIREMENT RGGtUIri>rRimT `vP.ANCHOR t [NSTALLA a 10N FLHN3Y®HEAD, TYPE, t 1 CURVED HEADER DISTANCE ____ " .;,.q,,;. -.w-- V4"W( �.() 27 r•D6EOISTANCE 60t3)e 9HLVI PER SUt3,5TRATE, INSTALLATIONINTOWOOD -'�^^--_,..... -°--'—I-• -......._�--'---'�"-- _ $C 60 SEE TABLE 5, ZX,SEE NOTE 2.THIS SMT. -- ^..--....� `� i ""-.�_._.....i',��.'�{•� D7STAl�..E dr �_ _.�� •'� 'f}Vlfl 9I�P?FC, EMBEDMENT TENT 40 TYPE. ^( f._�.:f 11 ^. EPF.CIEAMEhR i ' CHOR '114"MAX 1 ChttSEbIVF.N1' .,..`lel.__.... I:DwE f T SHIM HINT 'Afl"UEOGE - I .-..--_ - - - DISTANCE DISTANCE,PER , 24 TYP,ANCHOR TYPE, #y\ 1 Suas:TIRATE, ' ' EMH6OlASN(AND `yi 1 SMI TABLE 5, -- 32'm tow ''�, r i TKIS SHEET. .. ! ti3 EDGE DISTANCK 1 INISTALL, -_4'�iCl) M 43 64 tTERt R c 1 i_ k PER SLB13TVA7t, ._._ 4h TQI Lft?lbi� I rt� 38 SEE 7AUL.E 5,SHS OPTION'1 0<01(r11.LhTit3)44 (I ;--• itlS?6LE LtGHT'Y�IDTH ----•�- � +J Q! .IE�WO 1 Vidal: .� SHEET, STRA!GHrHFAOER CS?T1ON? `•'. ( INSTAIL..RTION A�b CHORS INSTALLATION ONTO !t;;T.hLLArON THROUGH 1X UUCKSIRIP- ai:fzt SYIDTH ----.^---..._-•---- I THR LIGHT WOOD ANCHORS INTO MASONRY, �k t HCl3HT f - ,PN1CtsflRS DIRECTLY ^(lP:iCa TtP VifDyH ----�----'---- �:-j REQUIRED AT HEAMM PLATO MASCNRY, " Lcs: 5♦LFCR0.LING r"JtcYmV �7G1J a EfC1 dEa4d R96rtq.�aln 19901 j 40 41Sa j !7(tPa Rig! �T41ia SaWhFld k 19�lFwS 1�i M�{f�� P j 3 TMS6.THEQ11 L LIQ S. I { t g I iAULE 8.fHISl9 P T 3vu1 talo Pi (84 7) 047.et"I GIVStiarnireu•n�L033•'iS rrsr+ ,. 4. f'"._._�..118"�-. WiDtft'nP-TO-TjP VIAOT}!.4' I g11 BOOS EXt'RiCk4 S USE EITHER P I b Ioeu Itd i} I SimS e. Gr. 33 n n 3t8" 0,030{13 3&) FIF.ICHT:TIP-TO-TIP WID31 V2•&5119" 3 r I tGHT — LATCH f 2s OR NIS 1' 'Lr . {{ 1 BOTTOYA LOCK NJPT9'ON4 / L.-._--.:.,„,-...-.`..."•-...„ h93a aS! c J9" P.0.3dU{2A.z} . { _ w;Isis LIc!Ir e+OrrPaLas �TtPTO•T!P 32-35 (dt11}.Tt^STED tNSFAPJ.4Tt4tit � f' ` �-'�-----.-~{ C'{.6�.nMznPuss{'�u .£x5} ,��i` 9-°ff" 11 I; H&IC}7 - UNIT LOCATION: ANCHORS ° 3 14'SfeeUErunpnI gtL•rae(Nr,2.3WIDTH87 & t8pROM DIRECTLY (SAyS—H)^'TIP=TO,T$1IP F-WIDTH-5-11181 VENT NCD. {R31DTH{FL(D}TIP 70 TIP riLOTH-494 METAL. R4e 'fiI I I P7 8cutiteto?In9(�I@a.SS}m�L�1`�M 1 tYG HEKDHr:(TP-TtJ IIPHEIG�IiI'-Y.iMe^Jx 4 LIGHTE 11 tl 91< lirl F's t:mtlaFfo: II C07tAf^im tem 5,3.5 keit Wy ""i` --'�,3)*�'" LIGHT 1 HEIGH 1' 11 38 OADE APPROVED IVULLICN, I 1r Utty}PflU:e1 N;#?U,(/1;51'7A 0.68) h 3,112- APPROVED 9.914' ALUMINUM,STEEL FRAI,AINOOR E7fT,RlOR 1)WHERE SUOS71TWECONCITICFISt?EQU.REA�SCHORAGE'rROMMOREMAN ONE Or11IEANCMORGRQUPS SE? All STCFL STUD. E SMSTFAM MOS,C-iGOS£THE ANCHOR GROUP OF TPE LOWEST LETTER FOR -IA HLES W THIS APPROVAL PnOPERTdH.e^i,TAeLG 6.THIS SHEET. ` 2)ANCH073 MUST EXTENCI A P lIVIUUM Of A THREADS BEYOND ANY r4ETAL SUBSTRATE. I�'I1+iC4'31kuJtla.f 1fii:L;G/L'�sMl,•o W .� I .�... 3)FOR S'C'1rCL 5TUOs,mw.FU-46 KSI.MAIN f'•Y•*33 KEt wW s>gvss)S7:�JP1 Ned49 pNv,Ii•C�"92' NOTES - GFUBC"Ecg) .I r 1)USE ONLY SUPSTRATF-APPNOPRIATEANC;HORSVSTCD ONTAULB 5 Or THIS:HC•ET.FOLLOWEMD,MOMj,7rANDEDGE DISTANCE LtMrrs.ANYINSTAId.ATIONOF?fom 6 22`4" 31 - 20 SHOWN h05Y HE USED ON ANYSICE OF Th&WINDOW. l8avpdrm;Yce1 rAc m Mls�h�:4(.�',YR9 -^ 2X WOO 2)VASONRY ANCHCRS MAYBE USED INTO WOOD AS PE`tl TAaLF 5,THIS SHFciT.ALL WOOD SUCKS LESS THAN 1-112'THICK ARE TO Be CONS! 9X INSTALiATK1NS. 1 BUCICSTRlP, i)(WOCD SUCKS ARE OPTIONAL IP UNIT IC INSTAIIJKti DIrtECTLY TO SUBSTRATE.WOOD DUCXS CEPICTEC PS 2XARE 1-112"THIM Oil GREATER,IX AND 2X 8(ICKS .!&!im�i'"-1'� �' "I'iT'" %'• '�'�>�i9 SEE-NOTE 2, w- (WHEN LASED)SHALL.BE DESIGNEES TD PROPERLY M14SMR LOAD$TO THE STRUCTURE,t�dC00 BUCK L�SIGtU ANO iF�A tA1?ON 18 THE FTE&PLXVSlt1213TYOF T� i r l Tl11s Ot1EET. 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I i 5i 7t3ir,''�E'G`{ t�9 X i''Sq.Aa bvfn Fa�fi JkAs R4O 52 13184 7811UHMA iW15 X 1 L&•t'Fte4nIheI SCf,% Z*tI� i �'�� $I:�NA, S3 9Fi8 " Ti q;Li ti�f alti 15 ac"f LFi Pfaintest aqr Ail.;�14{9.8,) l•i�° ;pt?ryl; �ffiy RYI PF i'Ftiai a`s8 x cru Ph Ff uietii SM F a I _. 78)OFPAX Ok V Ph P1 2r)ln 5&"lea) � 8O w_..__ '{l8",4nnaafodor�emu3atdGfaas � ��-- ='�"�--'^i = rit7oltrrENaLoravo:�tvc narc;�Aln;• �GW � ,. � di 21113"Annealed or�e rfsgxad Glass S N,VENICE,'FLV275 � �A�a"k PAIRT 9 '�� e�#1�� f s 7n1?E fSr <i�w (L>k1)"79¢iF1R0 •ie' 'aa ..kta. E l 114"Annealed cu term C)Clues �'•: 4ca"a,� `� 9 l-I'L�4?�44�&�11 � 3 F)3 iIC1" iii°hfr Iq'An o TEIYt I.G. tr �� wvrao rrca ant J l fE *-6 s1�..�°1�tC�N 4}.�t<�1/1 v '� nc.',v,nv�Y,ms c+» i Ck1, 3/i 8 ./a E Air it8 *Y {at"�m� e fs t A.(P.ftl,W 5L97p iP E. Ck:til".t,H'AU H 2 Ze"6 oti- t7 I' a ,"a^. IMAYU-DADE COUNTY F 3R.0 D U C T C 0 N 71 I-R-01 SEP:C7,R 0 N DEPARTM 9 NT 0 F M GUL&T DRY A.d-\,Tjr xC mt-113F.&I C,Me-a UR Cys pro,R-) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNEIFISTRATION D-IMS1ffIZ T(786)315-2590 F(786)315-2599 NO;'71,RC-I GIF ACCEPTANCEM 2-ur--r kralt—da Lm�Lv/e 20 m 0 M-Y, FGT ladustflm fte. 107(91 Tecb7akgy D rhve NONh veaice,NFL 342,75 scorm: TI-6s NO-A is being issued under the applicable rules and regulations governing the us- of construction mat en-W& The documentation submitted hFz been in-vievicd and acc"d byREami-Diade Countf REQ. - Product Control Section to be used in IvIi4ami Dade County and other areas where,allowed by die Authority H- a-ving Jurisdiction(A.10). This NOA Shall not be valid after the expiration date,swwod belaw.The Miami-Dade.County Product Control Section (In Miami-Dade County)and/or the AHJI (in areas other than Yuami--Dad-. County).reserve the right to have this product or material tested for quatity asswance purposes. Ifthis product or material fails to PP-60-nja in the a=epted mariner,Idle xrlanu-factures will hncur the expense of such-ten ting and the Al u may hmediatelyrevoke,modify, or suspend the use RER reserves the right to revoke- this acceptance, if it is determined by Miam 1--Dade County :FIrGdUe, Control Section that this Product or material fa-As to meet the requiraments of the applicable build,ing code. This product is approved as described herein, and has been des!&-red to comply the Flonda.Building Code,including the,Tfflgh Velocity Hurn ir-arte Zone. seem-3-,T'E CIT."C'HjpT11' MU'RHOD'I-Jj'a.hdLI' A-IRIPROW-s1iDGCFUMy NTI.- Drawing No. 6-300JR titled "-Impaces Resis=tant Alum inuun Tube Mullions", sheet I througl1i 25 of 25, pmq�rared by in,apuact- er, dated 08/29/11, -with reAsion C dated 06/19/17, signed and,scaled by Anthony LYnfl Miller, P.E., bearing the h6ami-Dade 'County Product Control Re vision Starnp Wits eqw 'jqofice of Acceptance numb-.-r and expiration data by the Mi--rni-Dade County product Control.Section. LAB, IaWt2k. Each unit silt-all be&T a pen=- ent label v46 the manufacture?s name or logo, cjty,, state, modeVsseries, and following statement: `.hhfiami-Dade County Product Control Approved', urdess otherwise noted herein. �U NE WAL of this NOA shaRl be considered after a renewal application has been filed and them,has been no change in the applicable building code negatively affedint g the performance ofthis product. NSTIOA will occur after-d-Le expiration date or of Mere has been a revision or change in the materials, use, and/or manufacteum of the,product or process. Yfisuse of this NOA as an endorsement of any product,for sales, mel3�ertjs-Mg 0-7 Rn-y OtheT PUTMS shall automatically terminate-this I-TCA. Failure to coup bi with any section of this NO-A.shall be cause for-termination and removal of NOA. ADVAI-in-a-gazwo-om --&he 140A ru-n-i'm preceded by the -won 4e VMlami-Diade County. Flo-rida, and followed by the expiration date may be dispizyed in advertising liteaa ure. if any portiorn of the NOA is dispizye d,then it shall be done iia its entirety, :NSPICUGH. A copy of this entire NOA shall be provided to the user by the manufacurier or its disteibutors and shall be available for Lrspection at theJob site at the request of the Building ficial. This NIOA treai IKEDA#11 219.03 and consists offthis page I and evidence pages E-1 a-ad 15-2,as well as approval document mentioned above. I le submitted documentation was re-viewed by Jo go NL INzi,eneLs,P�Z. P(GT ;1aaugltw:I me- A. a-RATNINGS 1. Manufficturees die drawings and sections. (Smb d mm&.-N0.41 Xoo .99-8819 05) 20 Dra g I-To. 630GOlR, titled "Impact-Resistant, Alumi at Tube IM-uhzons", sheets 1 tnrougb 25 of 25, dated 08129111, -,Nitv. revision C dated 06/19/17, prepared by mianufacturer,signed End sealed by Anthony Ld�+�?Millez,P.E. � Test reports on: 1.)Air ISfiltrEdon Tt,-A per FI C,TA'S 202-94 2)UnOom, Static Air Fressure Test',Loa-ding per FEC, TAS 202-94 3)'l ater-Resistance Test,per EBC, TAS 202-94 4)luuga fisslle Impact Te,-przri ERC,71 AS 201-94 5)Cyc&-1- i d.pressure Lcadi�gv per FB,,'-.,TAS 203-94 Toxced Eau—, Test,per FRC 24.11.3.2.1, and TAS 202-94 along -With marked-up drawhags and installation diagram of clipped alum num mullions, pre'paxed by T°enestr c ion Tes- g Dab, 17nc., Test Report 1-49- (samples A�-1 tlYru E-1), dated 02/28111, and addendum leter slated 05/05111, seed -. and sealed by Marlin D. Brinson,P.E. C. CALCUL-ATRONS Io Anchor serif cation calculations and strae1.1-val analysis, complyinng witli mc. 501. !KuHfiomi (-01I4) and vita EFBC fir, lEd tnem, (201 7), prepared by ma-aufacturer, dated 018/29/17,.signed end sealed by A-tithony Lym I ler,PX. D. GITALITI Y ASSURANCE 1. Vdami-Dade Department of Regulatery- and Economic Reassumes(tw.ER). L None. i� ?,To lal't Coat;01 Unit Tervism. iGDA Nlov 770c�*.n..Q1 ExPnrzt2On Dz't'v YL-nY 265;20-2Il F' pprova2li'}mte- Novemmil D9,y0L7- 1�-Il ��Y��rl1�L:5��1;1v�} •••:t lLn 1. Statement letter of confoHmaace to zeal flcm and ?SBC51' MIMhum fay a 47, dzted 06/z.211 7, i✓s.d by naanufa bjzei, signedl and seded by .R'bony 1y-an Mailer,F.E. L Statement let-ter of w financial interest,, dated 06/:22/17, issmed by manwFacturer, signed and sealed by Amthony Lym bru'hez,P.E. C1 03 T:'REYtIS Ila Notice of acceptance No. 16-0212.03, issued:to.r—CT In.dusttnes, dye 'lor their aures ""TGT"' (:;lui pped 1 d AI u,mi m�u ,mbe - li.1 Ho, approved on nJ,1148 6 and exp ng on 05/26/21 tNOC A.NO.2.7-06-30-M DZIE—. EfZ7 26,2021 Approval Dates. hranvezr-�byem 09,?017 St,?ITABLE FOR ALL LO'CATIONS REQUIRING' Ff J!V-elUl'NCT{]4 LARGE AND SMALL )DMAIL$SHOWN ARE FOR THE MULLION ONLY,ANCHORS SHOWN ARL IN ADDITION TO ANY AACHORS REOU:REO FOR Ti1E 1 d SMPC'i-RESIBi'AT (Ii�IOD`UCTSFENESTRATION ItODUG7'FNSTAtLA11G4.TYP}pA}A�l�LI kT46NSARcSi-0pWN.EAf 9S11UAY1CNJ5d1NIt1UE AN35Fi0113)9E _.-----'>,-----.� EVAJ-UATED BY AN EXPERI*..CEO INSTALLER FOR THE BES;"}:dSTALL,A1iON fd'Tt•10A,OPTLONAt.1Y.OR 2X WOCitW_UCtC}F i1SED, �GBNFt;ALttO':i.4......»..._...,„._,.1 MUST BEANONOREDpCN�SPCMYTOTRANSF RLOADSANDARETl7 411SI EIA9C TfFSIC"NEDBYOTHEFtS, PtsYftUc1"EONS...,....,. _. ._..i �r .�..-U.,->U._• eLEYA4'"i)3d6.„w.......,..�».,.._�.•} NJ 2 FE-TYPE AND NUf,00 OFANCHORS 3.3 t,Rrl ICPl T D THE 67RUCTUtTAL PERT OFmNCE OF TILE HAUL?.X47 UNITS.VVL1!ONS �MULLTO?Y,WOOD-—........_,,..,2 �S MULI1VI.L [7?u7VIrR3 rVA:'rft FOR VERTICAL AftRt.- ARCHES TO SS )' MULL YO 1)F d MA5OFFh'Y,....,......„it MULLIDMS ---� iNS(2iISPJ]tN@)OE HAVEOE5NTESTEDAS"FRES-FL.OATING`AND 0O NOT1t�DYOBt DNE.CTLYATTACHEOTOTfiSAMtN.LY.)R4OLIi'S,SIUr6!^t1tL.i. 411STALLA71OrtNOTES.....-...„.,M,.2 ,r s29DDQTAILS �..Rpts INOT 14AVEA GAP OF mone THmi im,FRom THE wUP. IAFXLTO N,ASONsty.,,._._ 3 f \_. 2 S MULL'TOSTEEL STUiJ..„.._.�„..,,..0 -a S 3)THE ANCHCRAGE METHODS SHOW11 HAVE,DrP.M DESIC!NED TO RESIST THE WINOLOAGS CORRESPONDiNG TO THE RccIQJKEv MULL.TO 1AUi.t.._.......,•................ ��'"'f,V j•.,,� DcStON PRESSURE.Pf,ULk ou's ARE CA.LGLN_ATIiaD-ro'DEFLECT No YORE 7PAN L(190.'IHE-13 6TRMS)iK`.✓Z.EASE W"NOT USW 0.1,ir:PtWA'YA'fR CLIPS.........,.........4 g Tw1_1q ! E!AY HULL FlSTAJLATfCK-.........4 INTI!15ANC,'tiD'f;EVALUP.TtON.THE1,5,�LOAi r?'PRATIONFAOTORYJA9tJSf?JFOR'fNEEVOU-;.r,�.TiRNOFWC�:.7TSCRRa;WWS. 19 a X.1 M M'i:LL BPECS,..........,•8 r r ♦1 4]F SUPER SCALh'KG L'F ENTIRE At.SSCtNBI`f IS TkE RE.r+PtMIS 71LtTV OF OTI I..R.,Ah:J iS 8F.1tOiJD THE S..t,+7c OF Tt9�C IX 276 X,376 MULL<pECS,.._,_7 tYl � //,'� 111 iNSTRUU'T:O�'NS. i x 2,7s 71,85 VuLL SPECS -....6 N R (? b r /r Ix4X,12 Wif M3LL$vEC9,„....0 w 2 U1 5195On rAiL9 F E{! /tr 8U9E TttE CANfi81N 74rf1D7N O2 HE1Gfi3'OP CNFLY TWO ADJACENT FENEETP.A710N PRODUCT'S TO IJEI'LRMINZ aRc9Sli+�F.S AND tXd X.126 PkJLL SPEGS.,�»._.»„ifl � r- ATnVG; / t ) i 1XaX.S76TUbE M-.X.LSPECa'..::1Y - A _ rI _L `'EBCEVA6s A a4OR GE FOR-rHFICCAMMONMU4.ION,SEEWMPLESONTHISSHEETANDSFEErg#.rOAMULTL'-•LEUNriS,CONSf3?I32 � u? sHEBTs t-a -v��-,.. I 1nTkRU.O: O LY.TKO AL,t,IACFa`i1"UMTS/:THYFiNE WHEN USING r'HE DESIGN PRESSURE A�IOANCt6DFiAGG TABLES,THE LOUDEST DESIGN tXiY„3;6�i"eruLL SP[^8.__.,.1t ' r,D ! SN6sTs 21 fi 1,26 X 5.1E8X,2S5 PALL SPECS...12 It .f _-~i 1 PRE:`SURr»CtPMU41-+fiLuPAULLtON5rJRPEFJES'rPLAT.ONFRC0t5t;i'35:4AtLAFr'LY. 1.2arK3.Y.6X.taaWfJCLSPECa..».ia � OPD INO 1,26 X 5.23X.824 MOUL SPECS-..,t4 VERY. HZIGHr D)il':-:EN FINDING YOUR tShM 1:V THE MULLION TAt?'LES,AL:NAY3 ROLiND UP To 1 t[NEILT SIZE Sf;0WN ON THE TADs8(), 1.25 X 9.64X.024 feULL SPECS...„18 ,� p y �'�-1 ?NULL FOR 2x 4 XJ a PNUF.L SPG.5.-.•»...,...18 to ; L TIi HORJ2O t AL t n 2 X S X.28 NAJII9PECS 1I "t i LL' 1)ANCHOR;ABED;•hEM3'Yt Wze MATGRtAL SHALL 0E'6EV'O!137 VVA.,.1,DREssRtio OR BTUC+=.WG'-10 4UCfG"a BY 071 HEIS.AA,US'I' � *'Z 1 3E5'LlS'YAIL e, P F-ANCHORED PROPLERLY TO YRANSFER LOADS TOT',I=_')TRUO7 L.R.,.AN-.HORS SHALL BE COATw oR CCI'1RDSIOR?RES13Txm 12$X 2if h 12e aA7u.5PECS 18 AS APPROPRIATE PCR SURSTRATE.MATERIAL RiP.S:bY11Ait lwaTECiiAa-li SPALL BE PROTCC'+C 1 AS RECU,RED TO PREVENT 30'X VX 0AVV1JLL OMC9 y9 � 46 X •,* Y= "J.2il DAY OJLL SPECS. iS tr»: LS' tir REACTIONS. N1JU,nNacLw 7tkt0WS3Oid5...,,tt-xs F KI 22 r D'{ANk"1:1'84&2 60 c�7 1{ t D LSTFLA7 ON C]FtEFtRFMt7E:TEST REPORTS:PT#.-5443;ELGG ULTRACowAGGRE-GATOTt RiOA"S 140ADINO FJrAMPLES------- ?A0I7JCTS MAY L..,.-�..._..._..-...--,__.,... n tre Vi:ANY TYPE, R)tJtttl.UONS AND CLIPS HAVE F•ECN DE:MIGNED G TESTED 70 COMPLY WITH THE REOLM'jf5FM OF TkE FLORIDA LIUILOINE; {y mus f Uc CODE,AND ARE.4PPROVEU FOX IMPAC!"ANE)NON.-IMPA.OT APPLICAIIOWL MULLION:,ARE ONLY TO HS'U>ED WITH svNaT .eO PCT•APPROVEC F15NFSTMTION PRI)DUCI S HAMI.NC CURB'aNT APPROVALS. !! K. 1A3JLt O] J`JNS ARE P,G`;)MC>L1.4NCE FOR USG:THG m tZ � � ��d tx �SESbErAtlS 11)t1UAtiYITYCFt:^IITS'N.T"riLNA&AUL'?ALEMiILt,�`L1kSSfRdLYISUN4l,LiJTEDFRS)ViDEL`Tt'lA7YN:ESrTANAPI.DOPENING �� •� � aLWI'GCxVrAt A-DA,Hi -- MULL stt~=rs 2d WIt)iH!HEtC HT OF EACH INDIVIDUAL fJIUf UCRi COMPLIES WITH FILE REt Ui ZEf TENTS OF?H S mm Fw kCRIMMALMMI.LENGTIe ihSTOLCriONS;,tnnsTPO(aAi.EXX4Ph� eP3,Es0"=lV�ts.9.LGot`tFsc?itF�l1i'I0P?s: 1)DETERMINE THE 0>,ql NFrtFS1,URF REQL»,�+,R!AgI�},T,ju3 rFl?)f OR THE OPEnING USING 7W.E AuOEaT"naT1+PfU'.�?Rr. i„ }I - 6 M ESTRAM ROOP)CHOOSE A MULLION TYPE TPAT WILL tT 7!G DEFTOF TtTL^iS:`RE DFPTH. 6 BULL �OPf7iINGWtDTti-»-H i- IJORO.MULL LENGT'H.-1 -"i LENGTH 3)SaXFERTO SHEET 2S TO DETERMINE 11;THF'WiND LOADING IS'RZOTANQUI.AR'L1?t"`Tt?3ANOULfiRtM-=,LD,AI,'. ... aP A)FIND THE CHOSEN UULLk:N J'LT IV'Ut,GtO,CAJ�,,,_PACITY„('v�PROM TAL-'Lt$1ATHROCGI41&A,ON SHEETS 5114ROUG!,20 RESPECTIVELY,U3hNG 'I4j# HOGM r4C hiULUCN TYPE,LFINGTH AMD OPENING WIDTH OR HEIGHT(VkWZWOING Ir"THr MULLLLM t5 SPANN6NC1 VCI'iTICAI,I!Y OR WO,RixOMT L1`f).TViE OVE LING M L4 �y HFOROS I dd p M1s4'Di�r.T. UtLION CAPACIT'f:,(2.85),{? ORTAWED SHALL MtEG7 QR EX=M P THE�E9fitiN PRESS,tiPE RECtttl i'? 5 ,1.WF"I}FOR THE OPENING OD?AiN4_0 S1 rim;m LEWTH ac/u P P A IAULI. STEP 1). 1 III t EhKiTfl. P ! - L 6)FROM YHCB,Aw E rADLE USED IN STN 4)ABOVe,Ti717!THE VALUE IPdTFIE NEXT CCLtTf.V ANCH�t CA,„ P�iC(TY =1UIR�Q(113 .;f t15 VALUE REPF.EsENTsTHe:V`r4oLoADTRANSFEiRrzTCTmSSUASTRA?E BY THE ANCFOR3,vND1AUSTl3EMETTOATTAINTHEFUU.MULLION CAPACtiY. ( y t1h'�Nf4iTt I 9fNGL[Nl r.LtilN SINGLE MULL;om �FOtt VFRTrGt!M'Ju 6)PROM THE ANCI•l3ft GMAO}T`,'{LB.t,)TABILE ON THE SAME SHEET AN)U3tMG YOUR ACTUAL SUBSIPk-E(MDri ICN OPF;NI'rIS W677H L ANCHOR!SUBSYRX,EIANCHOR-CLIP'PATYERN PAAY eFPLY)S:'1,ECTAN AMCHOR CLIP PATTERN AI•IDVER)FY TitX(TH,E NEG}UIREDANCHOR 4 ,r�C ,' Gni11C«N.22UIL f:A?F.OITY IS ttfET. , 1,'. Sr' r r SEE CORRESPOWOWGIDErA)ts MULTLOLE MULLIONS c 4 � 1 � - A10.Sam �'• 7}Ir 1'PSE,(SSULL!ON CAPACITY{LBSIF7'l CETeJUED IN T;IE TAYZI.i%IA HI.^+'HEr^v THAM i„teSIGN PRI",-_.�i_.4'URL 121`„L�`,Y,�'L__Ct.L�SnF FOR T-dr, :: 1 l FROMFIfIURL•1 aDOt+S. OPENING,YOLL[1SAY USE1'HE"+4CA3;AGOrt ti,'.-ACITY A3?1L'STk'.'i�i"11T FOPt}SitT&,d;`TG OATAIN'+4G EAiiVER ANCHL CApACIT`f REflUIRED.WITH THIS r- _ GOO£S I ST,'�i'1RARDS USED: VALID'L A I W01 ANCHOR CAPACire OPTION MAY nE SEL B-CTE,D FOR THE SWE 3i IS3TT':TE �i � �•!tet n2011 FLORIDA BUILDING CODE(rr3C,STH EDITiOIV "'`g,� �TXt7F l •.,z".. nE014 FLO}'liE?A 9L1?5.171ftC3 CODE(f'SC�5T1t BOITiON e)VEEiFFY THE DESIGN PRESSURE RATJNCy(LD;;Ifl")FOR THE FENES7.4AYl0N Pf'it.'1DUCTTD BE USED AND COI+1'PARE WITHThlc FINAL•jViULLfOi, , . oANSIlAFGPA NNDS-20T0 FOR W006 CONSTRUCTION 0",AC {LESiF D,OSTAtNFS)i^r3R'rH;?MULLION 3YSTf3Mi.1'HE LOW4�Tt ON?'HL`1YUU SH.ALLAPPLY FL"Y.R TMIE ENTtI�.'MLImED FEFinTF1ATUN rrr�i•.,f OR1D�•.•"'r�b`w: oALLMI'INUIM DESIGN MANUAL,ADM-9016 PRODUCT"AS3MI DLY, sr2rtF�`y�jl�A�i„p,�`iti y1ti4 aA'.Si13100.12 Ml LY�tLIt11@t!i&Ft �.C. DA?5C"861D 9)HIGHLIGHT OPTION USED AND TABLE VALUES USIZ J4 A SP EC.iFiC APPLICATION WV 4514 USING T-IfS NOA TO APPLY FCR A P£Rf 4T. F9.r'.F.#Stl7lh9 MMLL P—Z MULLION TO 9Y WOOD 13UCK P� MULL10H AVACHMM IX fyp.ANMA jas OR WOOD FRAMNO WOOD BUCK AND KMONRY - PV?t ao$4TMAjE (CFF E"CLIP 614010)4) w MWNT SV 7MLE�S 11.1311 cup SHOVVN) ordfiAII, Sea�m .0 —MUL-Mr4 EtiijFJElirke ::j, X N-23 r 4 an co L M e EDOF DWAN, 18-138 LLSP y z5 X L1,115j1A 5Y. 4 e,1 A; ANCHOR8 SIDE MEN a z a r�r 0 cup EWE! z tmITN"m 3. F MAS C" At,'Oilc EXTERIOR TYP.ANCAM IM ANWOR TyP.ANCHoft PER svoswml s:ToZL6qI3,iw 6FOTAMMIS-134 $MTAtILI58ltI,i6O 12 Eel D SM Tpows ATO 2&c9Ll*�auz tm, A*fTACW%i',.W -wT BucKamil" 1ff-130 Eva m-,IT AM Emu TwamoTDo2o By OTHIRS sH,-"1. ixEinat M".7iMr0NC",r.M0RGW Sem NOTE!1: vnr i. SIDE MEMI FROWTVIE11V MONT1117MV INSTALLATION NOTES: 1)ANCHOR ENflEDIMENT TO BASE f44TERIpL,SH,-,U BE BEYOND WALL ORESSINrz OR S7,UCCD 2)QUANTITY OF ANC40RS AND MULLION VZ9 SHOWN A30VC APJ.FOR P;CrORM REpRESENTATON CNIMBECAUSETHEAN MR C PACITY is BASED PARTLY ON YHEANC�MRTO ANCWR DISTAINCF_TH,:- CORRECT QUANTITYAND LOCATION OF ANCHOR$MUST BE FOLLOWED,REFER'TO THF TABLES CM THE JrO-lLrLVIN0 SHMM.FOR DETAILS A-0,ZITHERTM-STANDARD OR OFFSET CLIP MAY 9E USED. IE y1f t Na.60705 2)ANCHOR MM TYPE MAY BE,PANFEAD.HER EAD 01 FLATHEAD. 4)WOOD SUCKS ARE OPTiONAL,W-Et DETAIL C,SHEET 3. z 6)FOR MASONRY APPIACATICAS V MIAM-DADEGOLIKM USEGM01MIAW-DAUSCOU Ty M, AP .ps�M'ED MOD ULTRAOON OR EL00 A. 10 '.-�\.\�\.,,``\`\��'� yII Jtaii-x.4*<.',iI,hc,�„'j(i!`.'�i'•Md\ufu/\loN\"�PSGC-r��T,�I€.,LFEAEL0Nfl�C"u.,EIS1&T1OD4-I,uI,i,S3sp7n MULLIO(iNP- UuA.uI�'ba^vI,�lq EDR}L_ lPTEtv MULLION DIIgECl-LYA5iACHEDTO MASONRY 87f[GE3RE 1)MAY)ct&AyIr 3:rar qINSTALLED IN`. "SE•OR"c+ass^ (SAm)AA CLIP SHa'NN) Nnmsraml.sMui I ,...) ..--3 5# ' 2}MAY 3E INSTAf1E`4ORZOPTA:Y * summ (SHOWN)ORVERTICALLY• E> r�u-CLIP�RvIJ�r,9:t:Da'-y FOR CORRtSrONOJNC MULLION, !A vAR}Pto L21ii � WNSN MWNP E,X\ THE iJFCG F9ECtiVrmueDiSTMrE REC •- 0 FOR.M&SONRY tMAY '�� Yi4ipNucP5 gi_ glYNSl 3¢(w✓.;)•��t �+' �+9 y;t PCF{9USOTRAYCi, `" 4 zi 9t*E TP9LZ'S#SHi39 \ V 'tY?.ANGH[�R 9EC SfiF•tTS R1.2?F4R IR �'" P"'� {•S 7;. + —FCR SLLMTRA, HOLE LACATt.N41 S6ETASLrA#N-18n h' Avo )4tLr)ST MIE111 ,/ ATTAf.•F!MCNr "'" � .- pp < FYOxt fiS, MnrA�LLL� F t13 YlS INtta'»T#;p G'kNt1RET6♦YiCLitJ 559TASLEfi dAfN;k7 t5Si CChtCitExE OR CMU 84S3 IZR014TM,5-VV r+ibCaJIEVV ORTAkD: LCL"34iR7C9�fi fL 4!F�,(d[G7 i hMULL,GW ATTAC•i-J TO ea aora°xnroL,^.ex v E f(:^uv PG ulnas• i J STEEL$TUU L1 LCa3Ea v�ffi Y, I S. r Grit t h�, lyJ.CJS vii ii {°d97A!m.—TTS N y°d_{TI-1. 3! E STRUCTUaw TYP ANCHOR ? 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'THS`".MATERtAl-0101%9I92 ANCHOR$INTO WOOD MAY 5a;_STEF.L.,10-5£•c.OR 4.10 S.S, r _ !a fy Ftt z STATE FL P,E.Ig 68703 j TABLE 2A .._.., Own tsgl' §t{FQrwiGcxtl2y-sponN msHiosMls1:' tEhTtelxares�kspa:u+irLms37ai) ou yip 60h, TU to 96 In 06 F9 lw In 1:411n SdUm Iwo :. _ / t§ `r,Relidr9ialiC rr+'N1'rrnr91 Redw4jrtiSr YGI-Wir.6. Ramwi!v Tmt.ryv '4},y:$Tiiinl9 Rsctdiv AANR`d�7 ��'3.w#r 7ridwfrQ FIs ,d.r irU- rcj," xumefi 7r�/it13.9. 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'11-n- 177 las 27.2 117V321.0 202 84.8 170 18.2 207 21.9 i11 170 2•tCr '18.7 19D ii}+1,412 110.4 iG3 1;1 xm, 18T id8 f0,9 2CT7 159 t68 0.B 2C1 '19.6 156 71iG1X2831788 73 16.5 1F,7ij..1f0.f T82 RA9 qct t;.P 71Tt $2i-----..1. 1i4 %0 128 %4 t44 19,4 a31r, .962 427 dd.d n9 AWY T�1EI_E 24] 0U9svdt¢ R 8 rrs4aM 2t 16r,c euF gni Txh k xi Haw r a t FE Q FMJ pr i k m (nPw)x r, I L CN AE33dpCs7�A>Pu t' tdRl 4 �% et x 1 w i ., ._..,. ?" 5:..,.� /UdGfiDRCAP APfC!-;QRCAP.,,, . SY.6'L1 ca 114 00 G1p8 Sri6 ho0,Ile so Eico tlld sI I taf26saw iFr26i4e1^1a I 4'A' ""'"^, � y A�U➢i97ti:QT�'3G?earr(m 3116'6,4ptamoch 9.S'Era4A#Cgct 1rM4.n arta*vmm=m t44'Etoo111tuaal A,�rcCwlcw uslx„rn PSSaBGttm' tda.�x{eBS Bersw.61 "ocC-ml t' 'USE THIS FORMULA 3"O TAVTHI�'AiyC.)OR } d+iQ:olkrugs 8rk. 1" 244 I" 2.771_ -Vire.,. t' "Ar12` 1" I 2-1k ""3""� 1b, 2^ eco^ a,:A" ""0.aiy'-i C•APACSS'1'ftEE•LIRJISFFJT>r�tJF'Ri F'uP(:ItFUiPdi3'i'O AN Ecrlxc6'.e8r a 1:V4• 1.174• -.._..... v -•- --- a a ,S q -_ENT FOR TIx,F _,..1 1" t-1711` t-it4" t iF4" z_+�} IA(e 4 1-IV $7 tatd' rots" .iti[un e4G`FUAL PRT£.,Si1R£R'SGURFRP�i i;r4 9:ts row: •(z srmavv o+o a W+tF�r: sAA 15a Fw 450 nu afro m iflwa t xro I Ono laa xrt u^,a 74G wa a7u rav Biarl9al a tln ..c1 tds aaa Gy s4c,yia or B-N! Q WR rN fT tS LQWE- ,HA[A THE i14ttGR,L S -a•G 4 Adahw:x g11.1(l aB.:{ti}.tdtamirld 4orra a0 a}7{x ,3 ikk Yaa 706 iW1 P'IA 18A N7t� .. 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AWA ti�PQA lilA k'A� WA 511 rCs ;,S21W 8811 r4o J:NCHOR CAPACITY TABLE. � I,�r��r$V '�"'J.��'�°�'''� ' t60T5,FDR 7HC OI'F'S�`P CLIP,USE THE SAME ANONOR PAT'TENtd ANI)ANCHOR VALUES AS THE STANOAFit1 CLIFF. "aT�1iNP71�ra1i2a, ?7�r(41$1+�F001`�f.L� ` FIGURE F''r.U1¢E 2;... TPAL.i'LE N01M: 1)SFU SHEET 9 FOR INSTRUGTONS ON USING THETASLF,S RANO SHF.EI'25 VOR IN1Di44AATtCN CNV LOADING, SL'6 SHEETS 2-4 FOR 6iEN8RAC llVFiT'A[t.ATlON ML`t7V.)OS. -�-•-'"^} i.(YJQ' }'^ �)F 1N�AR I137ia)tl'OEATk'}N 6EPKEEN ddUMl kENLnTt'1S AN€Jt('3t;;Ot�Eid!Nv':^ttO7t-!S 3S t11LC?'tlrl6i E 1 � � j F1G '�3: j LYrt . """•••«..`-`•.•. 3)mul LKHd ANI'J mULuOn CtwS SHOWN ARC N 07 TO$;vux.F0 EXACT GImENS 1ONS EG'S "tH'E'.78 21».25. 2.0t 0' 31411 1 7{1 r!l� HOLES`e O OF GRILLED IN THE FIELD FOLLOWING OrMENSigNAL RESTPJWiCNS SHOW14 qN SR?E�S 21 . .��9��}�a VIStMESSHOW SUGGCSZED,APPROXIVIATA1,10LR:LOCmIONS, ` .`� . ;/ '! ��•�ANi"a£E IF CLIP NiUST BE USED IN PA R8. q)SUB'S7RATES•CCNCFYEI'B SFLAI„L ECRNFOPtC19 TG ACi 301 SPECIFlCA'({ONS.l9LSL},CvV AND CifYOUT FILLED _L_ •sJ75' 1': ''." CONCRETE OLOCK UNIT(OMU)SHALL CONFORM TOASW C91 WOOD SHALL Nta jaF CS$JREAR£RTEdS FIGURE 4" FIGURE 6: RGURE 6; YELLOW SOUTHERN FINE W17B Ail]SG Cr 0.55,ALLWWU:43 aHALL JG 60Y3.75ANO BE A MINIMUM OF A25' ��"�� THICK.STEEL STUBS TO SE A MINWUM GRADE 53 AF2t UV THIrK(14 13P.UC'E},STRUCTURAL STEM TO Cil,AT 1"3 2'#.375"MUL9,RCN �' i ! l s LEASTA25'i25"THICK ANO ASS,ALL ANCHORS RV"O METAL 81-;,11 E.XMMD AT LEAST 8 SCREN THREA6'.Ms 0EYCNL`7 �Iw Ma THE tMATER1 L.M9A912ANCPiCRSINTOWOODMAYA'xSTEEL,16-6&S.OR410S.S. Ak Ly k, P.E, } } .,^.. .. ,,,.,�4.,,y�S�,?��'t7iq�Pa{ta!'t'�itlS�'W-�+�� a1;�tiapr�}crf'S,i�arirkY}Cs?situ{Ivr;»ri}nrdst,•-rper>,•'Ar�tad�lartl} � u� � �� $a lrf BCf k7 11iJn EA UIfi 9v itt8'L� 97AM 1p{n qGO rn rj tt 2yty„ R eC4ra.' TraptAPant): 1EeCaufOUiet I k18ttV, r'ixnm'rirr 1 Tray+�;mp, tlaetsa4CE9C 7#tT+✓Tigm'{9, - a. Tr6,rtl'4en0 �2s1;3"iifUi tEi fmpTllfmg. 1Cac8Retu'M �tAC"tp'ux;{. °kF`mi'as fi4nny. iv3u°.tnrypda: IIta{M,ufp, q L t&; LDG4m L,40n9 , 1.aresn0 taa3'a19 Is..w is arunlq La ft basil±n9 Loao7rg� 18a"?+'4 L026110qty 0 Ludr1 Lca3Ga IAA wa 3X30 LYxAty 15sfin2 � .S7AAT1.t1. - r .Y.• m �� 9,r � fi� g Midi.. .3t .�r :7 aw da ccc <ia a . �•. d21r- 37¢9 W"0 .174.0 A3.S 174.9 lab 3744 6rF3 -171,6'1;' 17aC 88h $71.0 802 770; 419 Vile tfid Me 621 Y%0 vYlt4 170.1 021 tit).? 71p! Y7p.; G'2i 1' '•G 1301 978.0 927 151,8 Y301 iPpO liY4 WW 1 Alin Y70.9 7r91 Y70.1 624 A1A.9 ttSD •179.0 :sa 175,4 Kil'3 17p,Q too 171.0 tin Y74.9 ;VI i'I'D 113E 170.1 1Y7 13rr,4i I; 1!u 0+19 ti3.9 1198 1'P0.4 $;40. '47.5 tf':8 370.0 V4 33.4 ft34S A70o tt08 , i� �� QJ) 58.90ES in t'T1.9 74:^.171.6 6q8 A7AA t418 1789 0.'Ct 1AT1 iC72 t31.4 N1A SiPA r fttt3 479.4 724 198,5 19x2 370.9 ldl t9Rd 40"2x 174G ?$9 17.8 t83a 970.0 75ri 4°11 71LY2 t14.19 J8G T3•i 1iYs2•47C.A�7a.9 s x ++�'•--1t .. 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Ao.E 538 A7.n 541 .4"�+'89�6U;U 378 16.4 on .01 i 3481 EA.Y 2435 �45.7 358 . , a3G a3.0 385 32,4 kS$ 39.1 551 20.6 � ai�961 7.a.p $:r5 i 829 0133 ;2iti �.4 32r^. 4•tA� 1 ' 4YJM Y 4SA Tit 43.9 291 34 - 344 285 289 9af -s;4, 2SQ 2$1 32? 28.3 2P$ 8da ;qY 2.A.? 723 28.0 337 -^37 e.t; frti 324 ki0�5&2 taA •"3-71--t-"9D t "r.SU t � .'1-. BtY *�• CP :?i �.'P d '^•" - lAl to 3ai 71tP SG4 267 �a.7 347--j-a9 2ud 2d,8 28/ 284 L48 219 204 23.t r"1W iL�i 244 2AA 2SV tY;2 26T' 1/L3 237 144 39T 128 232 Iry T, 327 2a.Y 204 28,8 12'! 2R8 241 1T,3 3.37 95,8! tSc :tfl�t 227 48.0 115 rI -i;i tl 223 2'16 8.".Y t9d 35,9 311 tA.9 Ysf- t8.1 235 11.31 188 _ .42 { 420.4E ilk .t�W-ryg7.0E67., .. 1 .._....,..-•..L -,...„-.,.„ ....... >-..w- y,..-.. n 1 tll.'SLE.038 -....,...M..,,,_. _..-„.--...�..._...,� .♦1CS+iCLIU21 C,A'ACi qV AD,*:I ...tilfW FV' ;4i9LA. _ fUt1h rta ^YILtYIa 9La - } a p 7CHa44AR�„ __. ga sLJ _ _ ..___... rw•ow tY.i9 , a<ionYla'"Y"'or Kroei raaar 1 PPO X ANCHOR CAP.- W101 AP.- 1..�-� .....,........ - y (IPULLICiv OAi'.#,r,,,,o<,o ! y , •� '3 Wt9"Q1s9 tld"t;C Egon A78"Et48 A f EIci 910 9"61 1M2Sfwtl O7.$:eM g A,u«,prTy�r' $tiE"EW9 gAtnra; tFd'Eke CArum � 3J1G'EW0 GSnacn 1t4 59so Y7gca:m4 R uta:iw9r$gYp Ps;Ip.7rFs LttN%ei4 AgtattC:ilu Unna9n AD7tcC.tMi acro itis!04K'1,L't3} 9creW;G9} CAFlt•Igt�Ft3fQUfR;CD'C Bfd,9P:-tG FtNCI�OA apa wwau t ig,= 1 arra 1 nta }11G' • r 2 vR 1 a-ire^ 51rc x""- o.a4^ _ ps+ G. C.4PACITI 2 FCiJIRCTr"GdaRftF SF 01 fl�Wt3 Y01uV wm cw% Nt w¢.5a Om Prr a9s7x 11 Embed nert 61I 3 d 1a a /S d° 1.5Ja` 2• 1_A' 1-14 t.tJ4" 1nN 1•f P4^ t 174 2 to a a x' a es P.tTU4 PriESSilFF CaST1{IfRG2dEhTT aF 7 793E T5 499 h ' "ia2r uiq.c:lss88nNufaOaai 1.3: $Q4 9n1Ca a9;5a ms 17-Tr-t-T/eraa 28tl ro 3aA8m 492Hs 37 ts_ 919a sYt 8i {alt 5 `Cw OPENING,wliENly IS LOWER THANTHE 6lU1LON tA7t9ukCo., 112•G9 {?T.J71? d Aoehara 1�13.��t:,q,G:J31mWa to-QekMI CMp - .2}: d&7 drs Poe tNA. NiA NP .-- WA 38aw WA SLA RIA HM FLA 88E iha w" "112 InS WAG7lY(F12OM YHa lA64E)Or Tti1:$£a ECTED d7:ti0hoi56t S•w3n.G.Q1KY>2C AtlOci CSiaJ•y. $ 754 ba 7 ;6p4ra- t5AU 81. •.9R9ibQ.,I SIO fas 8f91b. .WA ;OC Iae fssl"u, tiuo:as 5882 Ra E82}bq d;k lM„ti 1."�A nri Titi7l.�SpNL iT"LLVICLD A MINIMLTN ANC90R {t1} 'tOtEs+9:Taue3 ttt`ws IDVA>RCQ2`L: Pp 2tmc _^6k P.d5*Mtt .C,ttFC?A.itfip.lY3"Ai�tn¢1q 4 Wk i0A WA _. eft, SPA £ 41tA ?.'tA - tL`A � WA iUA� r� �F1'A WA tLA 7t56� CAPACITY WHICH?v1A7dE lSET,1 iTJ GIUAL)1"V + �. ! tiAnc`Ics1 F.C4A Fd1 sk 58S uu+' 139918 SBw 1<9'�C^��b224Ss 7:a Yae 7C81h. 17T 9iz 39p ISA 18FW r 5'2i6c- 6730fa �. 171 itru 2ES ICu 2aU be AOAE'g'if7 4L ANCK9716PTEC1��"FRi7il97HE f S • ��Vr•.7 �(. ,Y�^•T gA�phmb r 1.15 41.E O_`�F-C.S,^¢b.6$ Rd6Q 7xs - WA A�T t1A VA 10914U^ iL� NA WA 41A WA 391 @9 aa2!Qp $Gtl Las j AN4f{4P CAPACgitl TABLE. akz- FOR`Ff IG OFCSGT CL;?,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS 11-H,3'%14GP,RD CLIP, Q- >CIRCLED VALUFS ARE USED IN THU E MAPLE ON SH+'0..`•T 24. ( F t,11RE Y: VfGURFy2:. {� t)SEE$HEOT i FOR INSTRUCTION',,ON MING 14E TABLES AND SKEET 25,,-OR INFORMA7t?1N ON LOADING. t _a• 4 4 SEE SHEST,42.4 FOR GENERAL ORTIALLATiON METHODS. E 11 19!f 1 2)LINEAR INTIUVOIATI4N iSETWFE34 MULL LENGTHS Aj4P1,CR OPENING VVIOTHS iS ALLOINABLE, W��f LYNr{ a . 3}FIGURE 3: I R&LION AND MULLION CL,"P9$HC114N A Rr=NOT TO SCALE,FOR£PACT ONJENSIONS,SEE SHEETS RI-27. .7.750" fi,,�p �j y s {' =�_T•„ i (h HO(.ES TQ 6E DRILLED IN THS FIELD FOLLOWING Flt7AEVSiONAL(RESTRICTIONS SHOWN ON SNEE13 21.23. .N4• ^ � .'2� '; PIGURESSPIOWSUGGESTED;APPROX.IMA'TrIiOL17v..OrATIL1NS. 7}' 4.+SAfi Po�GLG C IP uL9T 6E;um-m 4V?A9Ra. CS /' "• .__ �i}SU6S7R.4TE8:CC�1C tF7E 51'fAL1.S:OA9FOP.M t O;4Cg 301 SPI50ROIATIONS.HOLL O1r4 ANO GROLi-FiLLEO !CONCRETE BLOCK UNIT{CM11)SHALL 44NPORM TO A97M CG-4,WOOD SgdAL•L BE PROSSURE••TrRFA T FI) Lim', 5' 1 n}'"` ��„ '� i FIGURE.: FipUR?r x Fl3tlitE6 r Y 5 � T ...,_.,...»...,. YELLOW SOUTHER( PINE WI TK AN SC OF 0.55 ALUMINUM SKALL BE$053,95&4D OVA MW.IML1i9 OF,125s j -{t {t} THI if.STEE.'_STUD$T4 OR A MINIMUM QRAGE'i3 ANG.045°THICK('I6 GAUGE).STRWTURAL STEEL"TO BE AT •^x 2.75^x.3T6^k1uLLL7t<I S u h ,, LEASSY,125"i'i•9tt:tt ND A:it3.ALL ANOVORS 3NT0 ml,TAt%tALi,�-XTFWD AT LEAST 3 S:RFNV ViRERDS BEYOND 7trt`YQ „'44ti s"1 T}iE MATERIAL iB10 A4#12&JCXORS 1N'TIO WOOD MAY rIE Sl rxA-,16.8 S.S.OR t0 S.S. A.L�t�Al AhI�,I.FR.P.E TAB.Le A _u.�___ _ _ �_____ �` 4Ebdti79{{1xt)rTsft»tirsl70Lr . "' -_...,.•..-. _ ,C''�irlu�Prk94 �thuue;tlrEly-�ir7r�ir�rtuAuarF3)e:s•a7r°µha(w}?®�19s3f�t!Ilmd "'Y•�sfa^mlyd7rrr�:oltQ) Y� �,,,,,, da � ....,. ._.._..,� pilo rh Li C41U .BO.n ~.iUD to Y�On 11090 - 9&7 L9 _n t/ -.,.. "� .[tl3• R3ntar.8U2d' i- ttaa0upF1AT -UaanHnnts ReoL.u�4ri � 1taNina�. ?tapwi�gtm Yrs,.^.Y•bng� GhxisngWrr :'h64TA�r�, itc+:M"Wdar Ti'4W![Icru�. k»',cilAua 'freGntanQ, HeaYMllta! lSrep,Tfw[gif tir�rrarD[25P lfaprlilbn& 11 1 Y k„'11 Laa2n0. 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W1 O5Irg iiZ MULLION.IT WILL.'YFkiO AMINUUM ANCHOR 11f 5A:C11? 0 0.&1'M 9 O !OGip,U•1n.12n"M.rn.-114 Jy NrA eL'A tRiA wA ldh4N!A 98A W/A u -1-VA n/A N/h N-A MW." - 112!,0 1 17791:e CAP Ar;9'tY V imi-i F+1Air BE usim T©QUALir): i:>~•o-3 1"..+°'11u 1. _44•)x4 nz4 5:9 W9IDa im 1>a m mD s7n1D.i 167�m 372 Sn 1_474 Hui7o xei 221 w +n fls gDD4TtCNAL ANCHOR•OPT30NS PROW THE775 aCr OCJ f• S 2f0�3M R14 WA "NA IitA 1 UA SVA uM wA ; �iWA S+,i t1.` Cn 1W L 5s 4N9NDR Rc3TY 7� LE. OTE: R THE OFFSET CLIP,Lick lilt nNIAE ANCHOR FA.i M A'D AI9C1iC1R VAI,U_ti.Aw T,1F,STA�!tJrVR]l7LI - .•---------------�. .µ9.I700"-9 Flo i)Rli7 •,•,-. „� I IGURr.2: TABLE d07FS: F/ i)SF VET7 FOR INSTRUCTIONS ON USIYiCi TktE T A SLkS APJD 5t,�T 2S OR 1NFORtiq!l i EOM 0111 LQP DIN 3. � s "� SGF SHrZe s 2-4 F©R C ENERAL IN5TALLAVON MEM ODS. i -,__--,_._w� ( 2)LINEAR INTERPOLATION BET VIIEEN MULL LtNGTt IS ANDIOR OPENING WIDTHS IS ALLOWAULE, %I 't 1. 'Y _U11211 .,, r_,_. ..•......_...".:..; FHOLES OBE DRILLERNMYHL'CLI£1FLDFOrLLOYMNOUM5:N50NALRFSTF.1t'"dIOMu9Np LNSHEE1821-Z3. � �,�`�c;��°�' t,10Eilic4'•�1,r�� 4 1,URCSSryUNrSUGGCSTLL.,APt'7i0XIfwgAT`:iOi-ELOCATOYS: •.?0' o E ANGLE CL"F MUST BE USED iM VAIR,9. 4)sussT'NATkS:Ot7NQRETE SHALL CONFORM TO PCI 501 sn I'f•IC.ATIONS,Hoo LOVJ AN.�.GROLIT•FILLED 66 •,1 `00" 1/� f -r[;SUOIC t(UNIT(CMU)SiC LL 013NFORM TO Aa 1M C-WJ WOOD S4AL L 3E PRE$5URE-TREATED �+` FIGURV,4. FIGURE 5: FIGURE S- `FELLOW SOMHEMI P114E WITH A N SG OF 055.ALLrMINU1f4!%IALL BE 6063-T5 AND GEA.rdINIMUM O:=•125` f� TKiCK STEEL STUDS TO MA MMMUM w RADE 33 AND.0q5"THICK(1A GAUGE).STRW(TLIRAL.STEEL 1-1)BE-,'AT 5"X 3,92F Y,9°5141V IDN ` ®c,.1.:_ S7�M or ,•!i„1` LFJST,126''iHlCI4M473R30 ALL iStf.TOME7ALSHALL'EX END AT LEAST99CR.EW-11A. AD-9DIYUIW7 («"VrMU111U9!) 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TABLZ t3.'i. atH1°utiK3S2r•3+E;fif4'Y'A4L',lLf'.7Tt'�H2.PdY'FY7SdYaf4lL$ p1 .. NC'NC ,fin .1--..��. ^• iS (E'er aa:r«a i4 ce M rE 3 l cwu o-Hlc 4,1u 7�vaw naa! (pF�)N =A)04OR CAP_'; 3I7a,Etc 114'OFi Sko BIiPE'Ncn 114'$9 bbs,z+ta Olcei t7t2}t9af,I 092 GE1ai LY1933L{OPd GR�,rt«_ Armhro 7!'pr 3116'filcp uttgplrt f)+•6Wo{1140.001 at"0°T.ee UHlmea V4°61on Ultraccn ',j W(.3O)I)tU('it GSL".U/Ruafi' CS1A$C"a1J ff o U(t4..n nppsiYGro 0.1 ucon AQ roclnu Oom(ac)S6Rw IA) Oorom(aS) USE TH!S FORMULA r0 OVTAIN TH@"ANCI IPA S ��yytCarty"� p41S Jly4)Cp®ellen dqo 5tda3n;Cttk�1•.. Zia, i` 2-w34m, v 2•11tr f° 2•irx ..,.O.;t2!"1-.... 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'"Wa NiA >r°6`ai`�,a i77Q&.o Oam iJillk.L.sCk�.7W!E.6YIELDA@rtNIAt'UVANCHOR 7 Y .-y, '� bXMMM 0.7 9 PI'.R,a,c.!pl3rd Anllb�.Np'7I IFyI."7)t 7ftn mn DO aA 1103100 SCO ms ,.1659 a,o 1'640 dry C60 ian -NA i?;Q Itai 749 4a�BG'l laa..�a.tOiW irs k!z itz3 MEW 1 Y92R Cf4 AG1T•!4VI'IfCh!MAY 0E L79ELi TO QUALIFY t�� .y y�y IP�a.�7� My,3" ,- I 9JdAc50t69'43 .a.t f:)'2x5Aritto rfL;sr �i 0t'.11 1170 ba trre)ths 28<Q51; 2049 EM, 31v;a daa lt� WA s1d3910 11"2"2 iss� z.�^Q ssa36 Dt3. 4622 me is27 We 41110 ms ADDITIONAL AfNCH4RC7'TIOFtS FtiOM THL 1 .. P 4!maor„gJ„. 0 1.4S'k11n C.C.IIJ{7W Irda 774 A4ih1 ip 7k 'FIs fUA...t WA Wp i!f/! 'WA A NA WA AIA n'IA 1 iV'19� NVA NiA' ROW— ANCHOR CAPACITY7ABLF_ p 2AnaHem�l2.z,Mat aa.a r-CL'4"fffl.Dk 3x0.0A CSU ma # zf,i7a.. 775 tis .970 SVA 21W tGa, WF 9tg ib Y,)H •WAhs W 7_91-lbs 6atfhu _HOa fm """ ( - ^i Artln,rd Qi.1:1"61h GCIF O,a 4Ca fig Ta'J Y:A 7!!A 1770 fA N.'A x0110 AWA hUA A WA 21JA N7A DM fk_s•_wG4gtW" t'i'04A,•_ 9(4147-:FOf7 THE OFFS€TF1 CLIP,USE THE SAME Akf,+h 1R PATTERN AND ANdPoR VALUES All THE STm,JDAM L Lf!'. � ^-� 1.0ow 1,_ jA�P101"=e�" FSGUtt) 7; FLCIURE2; FIGURE a: F€GUR';;4; F!GUREB; .{tC`4UFtE9: 1 SEESHEETYPOP INSTRUC'11QNt,1ONUG.VGTHE TALILIMAND SHEET 25FOR!NFGRMATIONCIN 1.01 ,1NC.S:EE 2.4 IR GENERAL tN5TA.LLMTlCN hi1;T!'iO[3S. � � i � C! � � 0 2)LtN�.F�721PT1;gi470i.#(t'tCM1CiE?VVE,cNRhiI1.1.L.EiiCsIF!SAA1tSk,+ftc3°C""Atlfilfltlti0?ltSlSAlei,Ct717'C3LE. ,,'+�,cy�'+,<,•"'•,,•'�Sr.71'•�r o � cY � a C �O @ a. `,� �, ,, ,yICF»EFy14c,.'y ✓.r a 3)MULLION AND MULLION CLIPS SHCWN Af?E;4OT'TO"ALE,FOft-';,ACT UIMENSEONS,SEE-SHvETS 2123.HOLES 4.1- � �,•" ••".k,('�'�'",. TO BE DRILLED IN THE FIELD FOLLOWING 00V',E11SIO^IAL RESTRIO'i-I IS SHOWN ON SHEETS 21-23,FiGURES SHOW FIGURE 5: FIGURE 6: FIGURE mSUGGESTED,APPFsOXIMATEij7LELOCATIONS. ��~!,-. 4)SUSSTRAT-S:COMCREIC tat SALL CCStiL'C)!i�M T"J 01;131116(cClFiCAT{GNS.HOL".GW AY4D OftOLJ C-Ft3.1:tO { y 'i€i 4 w�,a� ��,•� „ F_ m GANGRETG;BLOCK UNIT{CQ4U)RH&L CONFORM TO ASTM 0-90.WOOD SKAE.L Be PRESSURf3-TREATED YEC�YS.LOVVe'j >` ) _` 1 .4. tiYrvM ^:Y^, S'QU'ttiC72N'P1N'Wn4-C AN SOOF10.155.ALU1VfItyUNiuItALLBL'64©9-TSI+(4DP'?,bYGVt?.!UMrJF,12S"Y'p4lGdC5?L='EI ��, 1•.,ASOR)Op.,.,''�;e"' EEL........___ lull ...--€ ST U0S T'O DE A MINII6tUM CRADE 3;3 AND-0457 THICK(18 GAUGE),5YRUG'?'tlFidtt.STEE.".TO FH ATIXAST,125 THIQ( "di7l;by ••'•.•• ,.q�"J,�ti ANGLE CLIP(FIGUlRM 689)MUST f)f!06E0 LU PAIRS. AND A33.ALL ANCHOR;wo!d fAL SHALL,saER10 AT LEAST 3 SCRE;VVT.114FAII$BEYOND THE IVIA'CECiIfZ_(ESO d i / e0�1AL�"�tk d fft"ANCHORS INTO WOOD MA Bt_STEEi,,YI119S.30R410&S. 1•MULl ON, A.11�iowLlE;E$12 P.E, pl.PEFEsPos TABLE 7A rL Pi'1sa4fi131 G':isG3 t{{iF y47813S11'a du47nN7g tquxll{43)ca¢�.a}a�yCw;wi��sF:[itx?raflavrf�ly.d;,Hfu ny rT M°ac>xj .,....,�..`........•:r:.«.. �+��^� L �' 9nt P5 00 in 101r, 00in a4I4 IMW 12i1M 1, W, N; pm-writsar 73ptiMeag nootahR he141701niyt vO �` f �'� z ��' 9iN,{� �Y�AIS� _ �•� � �etAar? �lmp,10na.I x.(.2495 LwMq L.dv Lo"a 13115 1.01r0 u 419 1AW" Leho 1nniq I.a0 taaar4 U.M Lu@� a 5 103-ft Lou," iunp LooAp wwA'• � Lr 421(: q � L� 170.0 1711.0 784 Y74.p N74 174,0 RR„ry4 5700 txa9 974,0 hl+•t 173.4 39;3 Y7n4 3750 170.0 OY( 1711,9 i21�4 5m"i 17CO ICO 174,0 1121 V114�a Vai 174.0 621 t7a.q it1)3 170.0 63,5 1 4413 1Y4.0 708 17011 V4 174.0 439 1'74.0 301 1Y4.4 fiw.i 170.tl 1ar,3 Y74.q 1113 Y79A OAi 1711.4 7275 •170.0 4Tr 773.0 t4YY 1Y0,P $t* 379.0 f7w7 17&R cµ{1 11124 :ts9 47.,8 42V7 F91 U �R 1113,0 AAO�6 ieYi � 94C;47e1 tTAp 7=34` 7139 933 178k FAS 4TOA 4;11 1711,4 10+30 1780 041 1?YS.O 1103 T70-d T8.3 Y]AO WS 174.0 740 4;0.3 Yi 9 7&: i7b.0 1303 T7dU ?3 Sal,U 'iCf4 T7;+A 753 1'.N.S 9ffi1P�70.0 ;di+E M t. 170.4 YR7,IZ 7)13 170.0 Of10 170.4 4?t }'10:0«111.0 1711.0 756 174.5 i2Y4 170.0 603 170.0 7434 170.0 437 170,0 Ino 170.0 05,9.130.£1 IT43 470A� 4:}9 Yb'r.i '7749 '1740 3111 11")0 7195 97'0.0 PC51 { t'4 Liu � CII 17MO %!1 970.4 %1 170.0 1013 177,0 VI 570.0 12+10 17140 070 170.0 1.077 110.0 944 17R'On�+.'�W4 1704 Oap 134.:1 iota i f7maq 10:0.x3 32^,0' �;le '.792 SC33 Y1'i.0 431 t 178- 40 A7�S 10')0 { 6i 44 170.2 3X10 174.4 748 970,1) JIM 170.0_430 139.0 730^? 1700 MO t79,0 1a4! 113.0 7070 113157�^^&):1 7'm0 4W8 i4ti.0 iG)2 17AO 7}.2.2 YY73 i"'m 143.0 Ifika I[0Y 1"612 10;0 Ri37 Siq.Y 1eY2 1N7J) 116•j Go in V Y70A 474 iMA 740 IF0.0 'i764) 57x.0 4c3 170.0 I'i"1 Ima 1008 Y40.p t8Y2°174.0 low 1.47-0 joY_ tm,4 1940 1x4,0 loo 160,4 ifIii) 107.1 JIM.. }37.0 imfi 01.8 1372 14O- 1104 OR7 1872 148.0 litu'' �, •� SI`�•.� y �' qa 72 in 1'N.0 Ste} 570,0 L78 113.0 Iaris 170:4 2'000 944.0 3990. iB82 1141 13:211 1990 1&3.9 itkk2 117.3 1 3 137.0 S9,Eka tra's 11?0112�1049 a4- 1920 lin, mg 792 13211 144.0 1013 €113,0 33.."0 1120 SP1$. TTt 7AM t ?.x 130.0 1'N;.7 070 40,9 Y904 116.3 091 441' 1f6Y.:�177.4 057 74.0 3393 8Y.0 dt0 04,1 1YW 379.1 nM27 40.1 1164 4O.e aZ3 1 jt 4113 701. 17x3 ita8 004 917 I44A 115& Y59:4 1413 4582 1104'93i1.n 94 11 1 set, 7631 )9$4 1249 790 8 'Sib 4 � 1�a i0P 3 Y1E4 113.0 0S4 9L3 11k+2 106.0 414 09.0 S9i J�03 444 5'4 4T"$ 4 d iAYU 110.3 113.3 &: xAf 314 Y124 axs 876 '.�3 ••'d' L" _-•. •F ,U 041, -78.3 'T12 80.7 1 W. 549 753 040 4244 Cf &n3~. 4017 OY3 4 47a 40.9 .,i,F.iiP_3,b 4Etl k9.,0 0di 47.1 ff3'!' 7Y s41n 00.1 742 419 1463 _74, 731 Y7Oe 032 67,4 74$ 'u7.2 ebi 54.7 742 01,4 5„,1 W.41174.! 54,1 cu?5 9Ch.• Y40 Rob TA94 d7t•~Tft. 49.4 4!Ip' 41:0 74a 130.0 F07 21.0 742 97,15 060 1 IL 104M 02.9 x117 C4.0 494 3^t.t 0iN S14 tt Ct 34,7 S4$ 43,0 013 90.1 We 1 AY�4 565 330 000 VA 4N 7t.1 0"'.�#I 7D-i r 341 "4. ism 10.4 401 22.9 :tiff 226 3'73 1(18 033 l._»... ,l I.I. 5+: 1 '{g 244 ki qYA 000 46.0 003 .10.0 434 4&Y+ 4x9 89 444 49,0 647 30.fl 090 302 444 :1.11 3L9 33.2 a71 &b.0 555. 34.3 r 4$j 24.91 :199 27.1 357 ?0.s 093 24.3 445 in,Q UM 20,4 432 i 1311 L4 30.0 0731 38,5 4:11 99.0 b74 '30.0 4?0 92,{a 370 33.*r 4T7 -.,I 270 28.4 414 23.9 ST9 20.0 424 ,v.,.1 418 d4tl b13i Y40 473 ?Y.1 j 709 „ y �. j •jf 73 90.3 aY1,40.7 907 1 a Jt5 17.2 » }, T i4t li ,28.4 3S4 237 306 s'�.ff 3:0 22a -SPZ SO.S 7:94 Y0.3 2S7 14.'3 lL•ti mo 203 i7 CT �ii9Bi� �_-..... ..^ »,.. ,_ ------•-•----•_ i+4rwte xt_$c 'f::4zx 0�sc7 -.•---..._...._ ...,,.,.._ SiPSCNOStCR^"•&C4+Yh"Crjl,'�,t3'-)L`fi F'"JRi61U'i.e'4: � � � �5..,....r nl ..,wcw.�..._....,. 4 ANCI iOt2 C.AP:,�,.,.. 94Gd4hlm• st •'r,m� 0 9.sucaS,ia. ""'7,Gw.7;I.tu l;7ibdrl4u 1*r J"'"'°ua3v (Op_ �mhNC•IORCAP.- 1 _ glbo ' - 324`99 Clue 9916'Et681114"dS Ekn )1IPSIDH c,.i2 dixai Y.109Zcd •MLS Llt)w�Id CduR: y I s; rti kdwr7vN 3714'FOcq W,Baam iJ4"Eiwv U97dpan 911Uw E'trn UNcam. iat",Bka V,'3moc0 +fYv'.t19YL"e1„93'x7«aTxva N73ca1 ALOroCSakr Uurva«6n A34r09.eMr Oartsl tQ91&badx7 toy) $01Lwa 309) USE"£HIB FORMULA TO OSTAf t THE"ANCHOR 11}1}1 so rCsiae( r5f Y4ix(1 4rw Co9m0laibt E' ciaco•we,(-i: s' x•1,77' 1- 4,17X` 5.314 r' $uj' •• .3nj2' z• 3-ua•-' 9' a?3" 0.61° a9:i" CAPACITYREQUIRED"GORRESPGtOitdf,3'0.0.01 �r;.de�y;t se 4 AL r i III _1 4n' 1-:14° "Isi4" Y.714° 1.319'• 2" i-v4' 1.314' ,I•rb°. 1.214• t•ti!4 .. 1-uR" 2's"", t-'J4". S,va"" ivacroas fiCTU„L Pr7E5sURE RECIUIRE:riENT FL1R THc h'951,.H;'ky,,,_ �°'3i�b1�l�J"�'� 2Ann tB34:7S' h.Q,AJ 34R:dw. 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RCj(�#a i f aa9 m am m v/a 1rA NAA { NAA 1 m tx Wn ANCHOR C4PAC9TY TAF E _� _J NOTE:FOR THE EFFSET CUP,USE THE SAME ANCHOR PAMAN Ahii1ANCH'1R 1 jA.LL'E3,5w THE STfiNFiARD 7x317. .. FIGURE to FIGURE 2: dd i)S a$Hi:'Y` I FOR INSTRI.F"jYCNS ON USING 7HE TABLES ANL SHEET?S FOR lNF^�'MIM ON LOADINQ.SEE SHEETS 2.4 FOR GeNBRA:tNSTALLATt-V METHODS, S/ it t S t S t 1 r 7'flr --••••--•�� ---•-•--•---•� -------^•w - $i rNEAR LNTFRPOLATION BETWEEN MULL LENGTHS AYWOR Ci'ENING1007115 Cu ALL{1WA641 E. dsIQU5 3)IV'U4,LION ANDMULLION.CUPS!3l9UWN ARL N71 7'Q SC.Ai.C?;FOR EXACT DtMC]vSIONS,SEE 3•i8B' R CUP M UST SHEETS P1.23.14OLES TO 13E DtilLLED iN THE P1EU)FfXL:r'"NlNG O t:ESISIONAL R�STf27:, s#7.€8. •� ` SHOWN ON SPEETS 21.23,',-IGURES SHOW S'JO„ESTED,APPROXIMATE HOLE LOCATIONS' r 205' � � t` � fit' M FAIRS. 4),$UBSTRATES:CONCRETE SHALL CONFORM TO AQ 3019!'EC1FiC.4710N8.HOLLOWA44D � � � j'r✓t �y P GROU7`•FILLBC9 CONCRETE fi3LOCl:9JNIT(GN+J?Sf-LAU.Cd;!d1FORM TO ASTM 0 9901 W02-D S"J. 1'r' � rti T MCURE4: FIGURE&: Fi8:1RSS: n •• 411.},q:��d.; 9E PRESSJRE TrZEATGD\ L t[ktl vCU fNE Pltd WITH AM MSO OP it.S5.ALL(IV MILaM&MALL SF; 4 '•. 9063-F5AK'P BE A M1NML1i19 Oh 9?L9"i'HK:K STCE3.9^,l,D 1 1 C7 9F A A,!!Ni%,74919 T3Clf i7E 39 ANL1 'o'!Q'a• Ati 1r:)f`,.''+ •,4� ,047THICK{18CdA 1G:).STRUCTURALS-.&I TO13EATI.r.AST.12S n4jCKAADA3ti.AL1, 125•x3.te0"X,i&VMULLraV �+.d,'°� ANCH'ORS tNTO METAL SHAL. CX7 VDAT WAS i 3 SCA;1¢J THREADS BEYOND,Ftt MATERIAL. it•Y14"t!F 7+1tt1.L§6Nl �1k�fist�'!L�1'1111 {) I7tIL1!%ttt 7,150 t5#23.r•1ltiCllORS E9iTCi NiCC}O lvL4Y 1!6 5"76L#.;V-8 S'81 0174571$4, CSD w_ ��__ ». __ _ _ __..v"� :_ e_ _._• __ _� ,_ __ ...,.. _ $LY.t¢d i4X$67,P.E. FI.P.k.d3 58YR8 'MILE%1A 1Wllu alspnr i Tmtlk Mote) �__ .,.-.,.. ..,_.,.......e.......,..._.-.�..._.....»_...,_..,.».- i v >d x', ._._.-,..�.-.ri.�- ._^... C*naro�9({t4tfdt�.(iorva�C SS 6A�'�?sl sn23iPra�S CfF.7a K7�ieyihc(SartK+fixa,°ffi rl�,epatuHr(g iPt~i?nrm) � d9h to la .. Tom to 14 DA tO %a 11 tRU Ir M. "Ytd 10 twin 9.414 x 3 µacWnCnkfr TMptiMAna. LiwueaALwf iplh il6dns. R.U.,00, Tmp+7ftm. fteplxmbf Tiweoina Re-W var 77ap7fmra, Rs2tsxiietar uwolwa. Remoc var TYOp7IIknq. llwimw-f 7t p"u7a A.nf.O00fw� TSaliPikte o .7b I.Cu4'p dena 4wUn0 Leea'ffa IAedim i.n"dd0 Lofto 101130 L;tdm Wimla Lned'M LOPA,T L4231faGi LckdNO LPN.'a L.ry Lendw L.AW9 pR 9A01 WumlomF a .fpy( ?fj� 7"fy�(� eP`�; tpt.S�' ?Fid yy�t lf��t�T1 Pr g(f,7i�'� }t�i; !1�i � (�"�'Qf�, �S 7r�!(y *33�. l��y q 71 �O:��tl � � � � K �T R' ztL,317.2 c,3 +D�S � ,t�.r iE. :4 tY �� dIX 2P�3 .2M 37RA 024 1724 4aB t}(L4 743 Y7R4 F4G '.70.$ 034"S7J.4 908 rie4 BGA ttnA 814 5714A T1f0 :70.6 221 IN 1110 170,4 521 127.7 1760 ORS SnnB W.0 140.9 021 910 tx10 17A4 341 ul 3 49 b~Y iTPA 7C4�17R0 42{ 17Ro 034 19(W 38e 157A 476 yVOR q0 140;1 078 1760 861 T30.4 074 170.11 C7T i17.3 O%4 IA0 3B0 57,P i 479 1TR4 R9a 90.A Oi' T7C.a 8w 733 ala T74A 694 xh x.828 of IT68 i4Y TT0.0 d33 174.0 L51 t7it Bat 1501 CR7 lT6.G 495 137.9 O97)tE6a 7U5 if,, 1171 A48P,I 0C letr 027 IW3 323 t7.B 1 627_1 Ims flab +70.4 047 185.9 0aB 08,0 'alT 1L4.9 dOB � � 64 In (70.0 74Y 176,0 0f2 109.5 Yl99 1760 10! 7329 430 109.4 334•115.4 t'b9 461.0 t4`A T09.n 8d8 131,4 WP 04,7 660 1x0.8 77V-3 8!8 11C 3N,eLWR BftR BSn 408.4 OS2 07.8 !S4 iffi4 HB:t �. - WM 940ex 740 td3A 034 110A He Tat: 4x0 '4;.3 744 1RA tN4 50.B 72a *?.B 454 71,8 7b& 147,0 L2". 71.4 794 me Olt' 44,7 7•�i 71,4 O3"+ Sf.A Tia 4x.7 683 4{,D �Tta~..09,:3 Oa3� 0; Lu �63 fn 743.7 OM t0u8 630 103.1 O7! 7491 0@tl 864 917;?40.9 6T5 3%.'1 b7Y 01.4 44S CLT 077 89,2 N9 61.0 G 91;0 834 at,N I 677 77,0( 0'70 912 877 70.7 814 33.7 ^GIP 78.7 E!0 0:67 107,0 4!F 114.1 030 aO.T oil 075 310 74,0 oil I'00.0 7470 07.0 b77 74.8 6M 59.8 8t7 MR 424 89.4 Oil 98,7 403 1,1.8 677 i 4411 4" 9O4 4117 01T = as 317 _C3,7 eF2 1,4a U "'7 T2S1V 02.4 flit 177,7 430 20,.1 1,40 70.1. 9(0 88.4 dt4)'tl1L7 492 ditt B!0 8fr.a 716 Ab.t Ota 04.0 410 47,9 me w 414 54,0 dib x4tl 489 "4,0 016 90.6 405 Me 818 49.0 428 . k. 78 t4 74,0 J*!3 767 404 4%7 411E 83,0 x00~ 04,3 9e.1';OJ,a t 440 44.1 e60 ATA SM 40.3 41C• 0.4 970 PA 40- 44k 974 k:L4 405 W.1 W 262 4Za RO,B 934 220 435. 39.2 ms 74tr, n3,R 441 08,4 MY AV.S 441 675 178 40`p d41 rSGn STR 409 44•.P dS.J 388 0.5.2 X40 4Lf9 394 92,8 d4fy 50.7 j;160 2T.2 441 94,4 M0 1x.4 444 39.4 49 RDA 4491. Ott 918 P _ y gg _ EA2 ki 47,4 25^"'A 40,4 210 1W,4 987, ~0T.6 af8 343 .79; 49.0 2P3 E8.6 372 _20.5 48q 29,0 09.'. 9.0,1 27r 21,0 992 4 24 F Y1 77.7 ,a2 k 21.71 294 14,0 037 TWA 252 1R-3 432 TO,Y x0o 1796. 74.0 2Gi j 45.9 230 2tL1 201 94.9 254 Ms R0i i444 2x7 ;T.a 3O1 dtid 240 Ta.4 :ioi 2t:8 NO 17.8 301 11JA 241 9.8�2fli�t71 234-•Sa.B ROt Ta.O 212 � � � � � � 148 at ?e.0 226_ 29.! 714 3(lb Yat y21.4 20!, 27.8 4a9' t6a 237 f9,J 404 70,2 iib 111 Ft 2T.O Q10 a0.i IpY '18.6 410 10,q 914 18,2-213 f6tl _ t4 y t4 OrS tial K.� T7.fl i67 90,x tTd 74.8 i4Y t6.S 770 tf) �2-, �_......�_�..,. ... AldCHOFkGAi7. Llmt'kA: 1,ik tAnaP::9"^' 'S.i Cmir. Ha rs:rJU 14;41 t.NU MW C.tatai (Y.1•q'"o}Ys "'w,:•-•y ANCHOR CAS2.,".. 8'70`1'34, 114.40 t-lio 5110'E'pa 1W W Ek14 ft a." 1112 SIW oi24tad MULL�N�1P•m�r.n Lt%L�d�71411111bi1(fi{i�Q?ix':1a1°J' ;M'CiMBGItT&9WI'19U A.tRrs' 1' sti6'En8 tJt1GPBO 114'Ebo LLY+xem 411M E12c U3t4NO 174"Eloo lBLxoon t9lrssati AtTrtat='+tcr inua9pn W43ww aaraf t6<f_acpl'i'(oB) s{14x1".,37 USE THIS FOAiidU_tl TO OBTAIN 111E"hhO4022 4�•eaOuapL 7�s1DT f"rdq:d c7:&U+fve1•iLa t E Paklaua4U' avx�^ t' 262' - 3,170^ r 2-Ur^ T^ aur r 3-val. r B,4e°' 4.64• 4,ASi• CAC+ACI7YREtaUlAEC"COtZAC3PONDGV(:iTOfSN L'*rik;8't.3,,�ry 7G+R i _ _&a,h.D att i'..`C- f.7t• i•9Y4• 1.5141 F :-tw 1.174 1.714' i-st4+ r 1-vr _s2" i•9SD° 5415• w6. ACTUAL P42•-SSU E,In-aUIR(e.FAENTFORTHE ��'� �`p"�•'�'�'�"�"1i i 2Anchds W tts tJ't ,c, itrt4N1 a oQCo! k 3`44 ws 990 . 4!23 an 447 p. 9644 Jb z7A im '_2991W fas len ttr7 979 a -MTA- ufB tw ai!taa� .±4zina 5b0�ia L33PER1iNG,t41HE34 ti'Is LOY�iEI?T}IAW THE#,ULUCa'~t [ur,F124i30fa91 y, "f u 13E(SB:L�'t1 4An:hxn03,,t.iB'i,{M-O,Cti!)anAP%6 i07LlRPa(}G,rt+dC. k.4 •, -727 the A P(fA WA .AJH St01bs PN4 !aR AYA N7F+ W1A 6421:x. GBi thu "1201i:n .CJiPA(.f'YY(mm'111E IA51.4=}DF T7IE SELECTED 4h4iuiK 1eQ9 h;UbOq,/r2)Rra4Unbi G$ro7(r? k ar Tl'A OW pa 1 0s 100'14.x/.. 540�hP 960100 r'IA TWOA 'i{thC aE3 fro iBSt'e 1t» +A41ia6_ CF.9 tGy �TT2a ba 11.1ULLIOJ,IT WILL`Y{FLV A�iTd�tf(id N1 A14CHOR [$?+f 3AfgMm grf'.Tr" t?.0'"�-t U+b ufia.tW'Ali'm.t+t4.B7. t✓A &A 7VA. P4PA I PYA WA WA 'Pll5 �.f1A W �1 Nle (1'A __,�1A._„_,,pDU 1D2 CAPAC174'VJHICti MAYBE USEDto QUALIFY 1174.2^a�T.�',ip Nam.6�J�„ and J 111111 9 A4e m7 FCiq a e ff$ba {94 a_ 74865 --;r Owes 0721ba !Bs O» 44D Inn iM 169 2741b0 14;iew ,152 473 Gar tY0 in4 'd2#Ina 2ND ta^&v. .gi,7D{T}(}NAL ANCHOR OA7'IGEtIS�f20k9 TH � -- 4 2AneNor6 Q;i.1C,U0.a.C:ci fFlO.4a 4te 8604x4 'm H7A" N7A f41A.-.-1.,.,fJA,.,..-,700 Hk4 !7!A k PlX_ Pl'A 411 In>:~�{ ,h12 m9 �8B9 ba� A.NCF1v1'i C,Pu°'AC4Q'/'f11`LE. FIGU,,.�,2E 7: F(GL1t1C 2: - N"OzTF-' �.x S}SEE SkTEFr 1 FOR INSTRUCTIONS ON IJBINO THE TASLESAND 6F'L-T 25 FOR UlFC1 MAtION �¢, 1 ON LOApiNG,SEE S,H'EES?,-4 FOR 6Pi'IFS01,14STALt1MON 4'ErHOD3. L 2}L1tvEAA NTEFtPOLATlO3J U'E'T+itx'C-EN:NULL L YNG1}iS hNLTT,'*v';{L�7-`EN1NC3'NLn7}-L4l.S H:.IOtiCA13CL. �`} �' a i(717 t!! , �4 3 MULLtONANDMULLION CLIPS SH0'•IUPdARENOT T4COALE.fOR04ACTDIMENSMS.SEE 7 PIOURE 9; } " n t 9.256" 8.254" - rti<�y,•' 14+''L"fi71;;C+`' °✓ �"�`'��''' SFtEI_i`U 29.2;1,HO,.ES TO E.,DRILLED IN THE FitLo FO?L04ViN3 k01h4[N5tONN.RESTRICTIONS I I _ ^^^y ANOLE SHOWN ON SHEETS 21-n.FIGURES SHOW SUGna-MCD.AF-11ROWATE HOLE LOCATIONS.CUP MUM i OF US'EA IN PAIRS. _w idas,UeLr`R3."+ j -- -'J^Y � 4}SUB87R,4TES!CONCRETE'SHALL CVNFOi2A!TO ACI 8U1 SP£CiFIOATION'S.HOLLOW AND iL J GROUT FILLED CONCRETE BLOCK I'(UMU)WALL CON%' MA TO ASTn G86.V-1000uF:ALL ��•"^ " „ " EE PRESSURE,TRWi TED YELLOW SOLaTAELN PiNZ 41177 M SO O"0.55.ALUpdi'nlUM C MALL 9 H W2 f( FIGMEht FIGURES; NGURE0: 6069 f3A1UDt1EAiritVlMIUfl1 OF.1G0"TIlC S^TEELSTUDS TOC+EA&4t�I>d7PR iRAf1E;3iAhLZ L d r i L, riF§A .04&'THICK(iii GAUM),S-MUCTUriAL S1 EEL TO BEAT 4F_AS7'.196"'CHICf(AJVJ FL4R,4L9. .qUO" .'G0" ANCRORI INTO METAL S"1EI(TENDATLEAST3SMEWTHREADS BEYOND THE:N,1AYlTM 1.84"r,B.s^X,T4N 1,26'XSas"X.T4P W0 W 412 ANCHORS INTO WOOD MAY DE STEEL,I,"S.S.LIR 414 64. 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F !iC1 1 1�,1f1`.f.°,S"I'�`91'tiei�17Y3(Sb, 6naharC$36¢Stattls 5.00400 Ay0-070 UAa46 AW4fj4W 4c (05)54aWtc9} 6d1nr(c5f uSETHIS r0R.ULA19OST•A:MYFkh".ANOPIOR { A3ammPPeuy v]0L tat,"@tv49s I90. mime Aa 11 2t ,• 2.12' JAW 1• 252' 1' 2.42• 2" 34ta• ' 21 11.48• 0.8C 0.5:4••"- �CAPACITY RCOUtRW VORKW OND'INO TO AN aw?rar,,A�a>rYn _ E1�;.+ns„mttL, i~!s*".-23H° f1v 1310- x 1-110• 149 tare• 1-1N• f.v+• t If z tY, I-Nir� 1.3.1 - Gk. 3 t ACTUAL PRESSUAB RF(:UiREM94T FOR THE ) ,tr2R-fir,. `@`5'• °31'v.(�h7 7S An0nan�n;75• D.u.c.r57e,aa17worsal c,p ,u tax 3" 9110 nx >aii ib4 beg W. 17511 ay tad zr475s 2c�1 aot w0. "Tba un 5•t 7�n 5Ri`tbs 7111 gar itu 4•i:Ira - a5o;m 73?Etd71�(3,WHEN IT IS LOWER THAN THS'tAUiR.iON fL, D,$1� hT 1 4 AFah0+e�6.68•M.k7.S7.C.lS�tldNr7( Q0aef),:g iFW S}: 7871 Pro 7817 em2ma 1711¢&+ 3231 .i St76t0 sm iim 7480x1 1499 M- 7411E+0.;t2i!%Q 9402 Pon 502770 :551'.:aI 91200,s CAI%'AGITY FROM THETABL' FTHESI^T,.Eti1'L�3 { 6-pml7a4®i71".66 ,U. afU(a G;5a0.o,•,,, bl+ik 10006a-' 'HP01Uu 7010100 +6702-- WA vaft JA tOPh tw N7A 'ax WA 13e3 1770 ib0 "221,9IW 74111.10N.iT WILL`ELDAMINKMUM ANCPOR 4 Atxt5p8t36' nO.G,f{23fY5A6Aa CYAat 1 i8} 780 tkv 6M Ora iSJ01ba 7,tl6811z11 640700 55074U� A 70101011 •fbp'!Rp Sep 6u„--76gR1De od1b; �5Fi5 Ws 17?a 11. CASaAGITV WF1GH?X.AY Br USED�'L?a�LL4LIFY IM,'t+lcryC-t4m!m;a t. GxwS'.0..cylg'm+a SAaehpra05'A ..QA.7 C812a35AMDICip0lSFl9 4tl 1;9410. 45591111 Imows 3179}70. S7A2Ru"1069u tiz A.0. i t6.-201.01 t�008ta i7:O to`. s20tt .3�nx* 1770aw 22lorm I �t1ISF3P1loNA:AS'1C2?DR 4F'770N$FROM ToE 1 _ l2Atc6aa+m l.5'Min�.0.lf2l215 C97itf9'b. )' 1000U7a afroiM _tdiOlCa 3790100 WA. W.4 131.0100 WA�t�0010a WA WA 1 WA - 9yA50.+a 56.'H Lha 03001eu i ANCHOR CAPACRY TABLE. ' 4ArFham0t.wmm,O,C,/UGUp,IMo.t26'A.VM,IF0•tit: N+ WA "MIA " v7A- WA r-I V7A --WA-1 I8A WA fd'A + WA NSA WA 1400ttu (. 0A6at17,mg 4.04-^tet a q,t Uclip lri0 576•.01015 9 WA IWA ...Y WA I V,ic WA toWA w lllA�wA �WA RA WA WA iuA 2401lorry y 2A6ahma 6,I A,89"MIO OOI FfiVh iTf 380 1 9946'+0 A5003e 800Wa. xdt0!W 779 tm 2Plt s_ 068 ms k rdG Gtt 3,E IL. !•.130.00 I >tU itu, 5df 1-011 442 ttq'� 9LQkc t 6Am.hwa 7.71.10E Ord F-2 1Yla 110 5y0 da 107164 305IUa t2J819a 114 -.WA- b7U 160 'A t+3311w „AWA }.tet[+10,.._.1 A•. 037100 RG516a 11.00!111 M00'- •. �NO1TEFORTHEOFFSET CUP,USSTH SAME:ANC€iCRPAT71E00AWOANCXCRVALUESAS'+HEST�?tDARDCL, 7BLFNO ,Tc'S FIGURE 1: Ffaum-2: FIGURE 9: ;(WU E 4: FIGURE 3: F'F�t31L',:9:FIG E 10: FIGO 11: i u ul-m „ ui}5E7:SHEdT i F'O.R WSTRUCTSONS ON USING 745E TAHLES ANO St MET 25 FOR IN(ORMATION ON .�lLOAaING.SEE SHEETS 2-4 FOR GENERAL WSTALLATION PASTHODS:e a ;2)ONVAR INTCRPOLAT10N OETWEEN MULL LENGTHS ANDIOR OPENUt131N7UTR3 IS ALLOWABLE.0 c3)MULLION AND:Ni1LL!ON CLIPS SHOWN ARE NOTTO SCALE•F(A EXACTO MENS1O1NS,SC--,ESHEETS.A a ., f 0 o D 6 - 21-23.HOLES TO ZE OR;LLCD IN 7HE F1rLD FMI.OWING DWENSiONAL RESTRICT?ONS SH014/N ON 9 J Yq7: hk+.3607"v3 6: •"_,_,,,_• FIGURE 8: FIGURE 7: SHEE?021.23.Fi31JRESSHOW aWrESTF-J3,APPfi0)0thATEHc3LELOCAWNS. j-^'--' A^7015& � •^'�1:97+'7 h r' 3 0 CLIA 4)SUOSTRATE13:CCNVP--TE SOALL CONFORM TO AV 201 SPECIFICATitomS.HgLLm AND 6-RO{3i.Ft(1"ED 1 . I (FVOUFt[S CONCRGYFS N3.00`K UWIT(CtVU)S'r ALL CCPf("ORM TO ASPM C-OD.WOOn SMA"8F PvdC:�SU8r.-TR1;ATc❑ r`'�1,�'•, ATE'F' : ;a YEi-LOW SOUTHERN PINE WITH AN SG OF'tF,55.ALIJMRN'JM$HALL BE CO&I-TS Ah't7$f:1�l MI:(7 ium OF.12,5° I '�+,.y'.� 'e4 pRi4?•..•'�;�'�`� EE ii MUST BE THICft.STEEL STUDS TO HE A MINIMUM GRADE 39 AND.045°THICK(18 01-WOE).STRU01-01AL STEEL TO t3 U 70. to ,>, c s USED IM 7 11 Y T4_ PAIRS. 41E AT LEAST.73S°THICK AND x133.ALL AEC TORS 17070&4E7A uHA3 L E7<Eh D AT LEti57 3 SCREW 2•X R"X.25' A. t E 1v ry THREADS EFY0NC THE 97AYERLAL.#10 A 952 ANCHOR$INTO WOOD WAY 7E STEEL,16.9 S.S.OR 410 S,G, A.��?3.?j .�y5870,�"r'.[. i NuulcN FL r,C,1�5!4705 TADLE14A Tw4svler T-wrWo VO 60, At ktaqwt W. 'r Sa 4v. Lod. L'-P"w l-0.4w ule-t 'd iff to it H I I 1 11 01 1 .AWA I -k rf; 421n IM.2L 167.0 426 i= 2" -14�9 4IR 10a(I $20 IM9 414 MI 134.6 [it Sn't *3 IUI 411 72 1 V 1 41 $i,$- %v i 'Z 4C2 'mu 4�74 .11, V? io 31 W3 MS a1 W.0 403 WA 320 63111 41 7ai 3-31 14a 403 74.1 3",R 0 4 a" X2 MM5 In A231 30 91.0 301 me ma V2 71,9 Me Fill$ =1 a-/.- t;� Z? Zia $Wot ALA 5=m 638 3 34.3 sm 1 E3.6 -.M -k4 �w c1ts 2m 2V E 54 In 07.111 31$ 149 W 60 2SI 4A3 416 67.1 280 IMA 3i0 Gta 203 37.7 316 MA) 230 sa; "1,I 310 141.1 M 24.11110 40A 2�8 41,2 80 Ir. 4916 766 61.1 -7i a -Ai2 -Z-1 -if-o -i5o" 87,2 Z7 V-5 266 DOA 204 tK? N-6 260�i 4.2 201 17.11=0 UZ 2 W1 116 if) 19 03ln 4,27 234 a 700 39.8 234 59.1 .1196 ?afi 7.4 U-7 --- - we - I[ 10 t it, a b Isi 183 31.8211 X7 170 293 29.0 VO12 R13177,0 173 =0 213 m1 "'a tV3 .7 leaIss ml ;u 13's ixo Ila 25, l, no 179 1 11,1 61 79 10, ,2 _!f_j__L_ 145 7171n 2AS a, 40 a isl at tm 794q "sL0 Sd2 2591 inZ2 It J"a I TABLE 148 ZtAc"um Olu com I (op ANCHOR CAPmm__,) ANWOR,CAP.- 4 A-MUrRON—CAP,-,.., trMon I 1141000MMM' 9" vimpour(nm W-pit.19m. lull to SRVS(ca 19*Gu eig stl�q - (5 �p* USE ThI19 FURMU CHOR 04�PWK MUM Atollft., LA'ro 031AIN!T[^(="ANCHOR CAPAciTY Ru-QUIREC-CORR--SPOVDING TO AN effi"Wtn1%j '.41V I i-Sr I I-W-V 2-- VVIP-4 ACTUAL PRtSSURG-REQUIREMENT fCR THS. ?m F— 4A.-caM: oplftNal VVI-rem IT IS LOWER THA-4THEwwoN EVI, 1 0812M umft -c cA?Ac-,ry(FROM THE TABLE)OF THE St!LECIED N LLILNN.-tTWILL YIE1 DAM OR Wr L .INIMUMANC14. CAPAC'fTY VV'HICH MAY OF USUOTO QUALPY AODIT)CANAL ANCHOR OPTIONS F ROfit TH,5 'I ANCHOR t1APACITYTABLF- FKA, fT j a: VT,annva mttig;,t,�Y.e 2 TABLE NOTES: 1 id i}SEE SHEET I FOR I,ISTRVCTIONS ON.USING THE TABLES AND tet elir 25 r-0,11 fNFravi#T;oj ON LonlNo, SEC SREETS,2-4 FOR GENERAL INSTALLATION METHODS. 2}LINEAR INTERPOLATION SMINEEM 1AULL LENGYHS AND9)7?C3PENINC WV*18 IS ALLQVjAKr, i � {i } t FjGLIRE 1; 3)MULLION AND MULLION CLIPS SHOWN ARE.NoT To smE,Foa?EfACT rit,;,ENSIONS,SEE St-HMETS N-n HOLES TO BE DRILLED IN 711E MIRD r-OLLOIVVG DIMLNSIONAL RjES7RICTiONS SHajvm ON SWRE S,R7-7.9. 2.118, FIGURES SHOW SUGGESTED,APPROXIMATE VOL-_LOCATIONS. ANGLE CLIP MVS7BC USED IN FAJRS, 4)SU88TRATE8i CONC Mt SHALL CONFORM TO AC.1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CC1NCRf-.TCoI,OC;%UNi7(CMIJ)SHALL 11�I" ....IVA ' W YVADW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM S�tALL SE%63-175 AND 6�5 A MINIMUM OV.125' , UcE STRUCTURAL STEEL TO RE?AT LCA-jT.12YTHICK AND AX ALL ANCHORS INTO METALS11ALL OtTeNDATLEAST 3 SCPZW7HRr-AbS SF-YONT) (INTEOFtAL FIN 11L.ILION) 68705 THE IAATrRIAI-.#10 #12 ANCHORS INTO VVOOD MAY BE ST:Ef_18-8 ssl OF 410 S.S, 'n A,0MUMI R, w �r, _ ft9..�1,'M7 iiei0•t'7��4 h$9 9'at�ri� _ .. _......_.._.,__..».,_.....,_._.,,,......,_...,,.,.._�..,._.,.._,_ y�p YABLE 15A. Win kLiQ47"i7.N ..LAw1+i(iiji it$�e�Y9)..�-� de.ie. 710 S+ 0_h t� -•-•�•. s01n .•_ .�••m.�$00 t6 •J'i201n.•._.._.. - 1434,~ P,rroLrnOutaP 1*oNi'A408. (SaOtfi:t7_-'Rtl I T.sp�7'.'H+IrR.' f:.74nGin�Ne'Ot 7tOtad7ds1Q, 9MiNttif7bt.t1'CF $k.DV1w 7iR;-J ksfr Tmp;$'AF 2- '.x.5'397 lb4clrq L4iackMt tpnsLssi LfivtiM9 a+d'J':J Lt4A1dl 4Mr_rtm1+ Lnawhl0 Lxdu'Afq Ea1d1rA ta8rdrt3 ', Imrr•>,� Lr"et9r4,: Imol.0 Lo:r4n0 ° L41Rn0 1x+04952 tba400 at k 9 a I Ila I �� Ig g �� i 1 �4 � I ' � �� go t� a 6e � > 9 VK 4 T i A21n 5789 Circ 170.0 isif IT" 7Ag 1760 429 170.6, G9h t704.E;i; ICEo oeo: 470.4 010 170.0 tori3711..0 121 17tt•tf 12441170.0 =1 17V.0 fs09 170.0 +t'ri WO (lar. 17x.0 Cit tf:i 17n 173,0 AMti �f7A0 7aA 179.9 d'dd fT04 930 170,0 504 17Q4 032 t70A go i79,0 1155I$7 ii be: ,705 1173 17ty w 1Tv,0 f4.7 im" ,212 91.71 170,0$h9a 12',5.y 1412 176.0 i6'+,1',170.0 pilo a s 702' 5aC to 1711.9 937 1711.8 SCTB 1T0.0 809 770,0 :1.j 57Q,4 4044 17114 LTs4 179.n 11775 F7v.v ,Ti3 170.4 tai~ 1?CO 747 104.x•. 1:43 t73.P 7?.SF 134.4 ?Sd3 1760 ?5? $SY,3 t441 170.0 7:6 102.0 ibe3 170.0 748 c1 56 tq ,170,0 707 170.0 912 1704 t50 In.0 tai 179,0 V1fit 1704 T°.•} 9704 IM 170,0 Ott 1tUA' 15E5 470-0 697 144,8�iSr'>, 174,0 0;:1 12115 Y,i9:i 170,0 R/ji 404.1 I= 170,0 5.3i 1N,C 563 Imi, wl tC 11Z, �� I 1 mu, 44114 eic i70.9 701 170.0 1C93 170.0 707 1078 12i0 170,x4 570 144,1 i11H 1717.0 90 IV.9 13iG:i900 03. lime. 12ifilt 151.1 026 97,9 Itid 440.1 918 83,9 (x13 (45,1 019 73.1 itit 1A9,S Y$1. � T-' L031n 170,4 tG9 1704 t43 1717.0 lilt# 770.0 E60 t9a,w i+'t`r3 ififl.0 OS3 131,# SWO 1&1.0 4714 1101$ 14:4 1413 BpB 105:i 1430 131$ 033 67.0 1153 idi.7(&1 70,1 1180 12812 070 5.'1.7 its f70Z 0174 03477 170.0 GIA 179.4 7Q9 132.4 iiii 799.E!�9t1 7.'47.0 1040 146.0 e96 I14.3 1048 133.1 640 70i.M 1014 122; 1'33 01,4 13(8 410.0 0'70 7tlSirI-V.w o IT0.4 X57'6 M3 1010 100.2 Alf 37.1 1rkG9 108,2 019� � �: ,1,•,x11$� $ ••� 51 721n 140:0 023; 141,9 78,1 1174 GCd `2819 10 194,9 Ode. 110,0 iu$ 094 am 1040 'fsl !a2 059 620 F12 110.4 040 182 780 GAY t+100 7#X ow OC,3 immm 728 St3 .130 89a+ iF.A �+.5 C' � � ,..1 � w._._ , ti,V 70M ii tu'7 7t77 S25.i 8Q9 19.8 ma IMA to 55.0 TGO a2�a 0Gs Am 73:4 09,0 q� 00.4 700 2110 m Baa lar 717 sr:9 dd.4 730 05.4 62.1•62.0- 790 020 819 3'1.4 780 51.4 317, 1� � ,N�`a" Tdk �1tit.B 750 1049 as7 S4,S 794 80,t 8'34 70.9 7{W 6d.0 t P. 1'84 77.1 -0001 M1.5 799 74,9 812 65.-0 7d(I 'Ark? 03- am' YGI.+ 50,4 304 3N,8 780 3e8 688 SQ�O 790 0914 509 '�3. � 0011 72,1 000 74,9 004 80.7 755 Oto 431 91,0 w1. 94.0 443 43,0 053 A" 47+1 40.1 0441 44.4 468 36.1 850 40.0 4 2 S0.0� 30`1 98.2 402 25.0 1X.9 33.3 41S $L,D Of# tf,ii !+S2 4+ so to .44.3 445 4111 f4q 42,6 30$ 01.8 d33 42A 4124 x'4.0 &?7 37.1 Af.S Xv x,'21 33.0 <ts 34,1 41`6 29.7 400 :}t2 4W 24.6 t.:';1 20.1 Qp0 81.2 400 ;18.0 30# 1110 q>Y mo '0101 4• j .,'�� 0 C9 g 1120 Fi 40.7 '](li 124 X381 39,0 990 340 1110 201.0 :8f 31.". 342 50.1 987 37.8 :i'+7 211! 401 76.9 •5,f. 20.9 .301-iii 319 _774 SCi ip7 321 t4.0 mi 17,0 xtd F` tri tiff, 3411 370 70.2 093 344 370 33.0 370 37.9 370 20,0 So 2+7.0 370 E5.3 337 21.4 370 =4 ma iB1 514 150 012 150 310 14.1 ams ,... � � .yrs N 120$1 90,L` 317 ;<9.9 �2$D 26,3 917 23.0 204` 24.7 9if :2.0 x92 59,0 417 SOA ,1071 1120 347 97,9 ar3 •~ 1,�, l � 1 U r� 754 h 174 720 17.5 204 TABLE 58 _� - ---^ evali/3R tP�Wt fT IAC`7wK T7r$FiC i DRniUL� 4Qa �&_ w Flnitinf d,:5 sxl La TP1u9 .y.,... , .,,. ANCHO.1,.P. 39bow& _ 2174 pq.w w 3.31 cant.. .a`.rw t'dii2 '�Ft387i 47:I Py%,0�}� 7Ja;ni (OT;",}X'y/--^---^^•^^-•=RaSVtG,6ANUAVII C•AP— t 0715"Ek4 11403 E"4181:140 i'4'-A400.n L190in I 029ka7 MIZM i `MULLiONCAP._-) P ^2'`� �iL( �'Wtr,'.'I.I.-I '+ }ewBtK t¢y,• 3718'fka Mw40 SH•cum MR= arw°EuaU!N.;cO tM•Elio i!l4�Sfa1 q ye, flna.oan 40(x400174 9-w(M)5-W 1051 0brew(r;5} USE THIS I.ORMULA TO OBTAIN T14F"ANCHOR � MU txima r�+�'�11 ttifr44.4"Cre kR'W716tt Ailcktr.03fp6'nTir7erW ._,,, RMII(a:Tr. wu 'Edge IXI m_b[11 i` 2.172' 1° 24/2' 2.119° 1° 2^112.• i" 24/r �• •2" 9,715' 21 a.N7`" 0.34' 1 0,3.4• CAPACITY Rr,.TUfREG'GSRRf;'574."PIiJiFIC�TO AN k^9•OB�-CJs. '!'';'', 5 �1„'„rp"( Embe twir9 Lwv 1441' i-av 1.374 ) s-1rr 1-it4° t-u4 lata 1.114 f-"I i v1. lsur is n�" AC{UAL I"RE9St,iRE REC$U7hEAfFhfTFOPt 7ktE -° 2 s 0'4`Y4M,p.C./RShBHrR10p477tis11.1Y 3G0Ss 300 ba 400 Rd. 060 YS 1'1C0K's 3 270-be. 2A010 331 Ps TnOWb.- Y4 Ea 7?tlib0 G80n 741lji;, 41240 500 OFENIf4G,WEFN}TISLOWERTHAWTHEMULLION �tacy>ztnau4r11a4azcs�'S�'�0°/�P�`'�fi RR ArPOx001S'fAR0A.1(2?.2x5 A09bcrtu7tFY3.22 ts0 tra 714 iae 7&0 18731140 x?Q.as x Ser'3%a 50ama NA ifm e6 7+e rov s t9a ma � 'W iaa m2f s- tsetw ilw an CAPACITY(FROM 744 1431.11)'115 THE SELECTED 111111111111 '' 1 --s�rchaa'b'Mm 7�1?45nao1a i(' . 0420724 ai91 lnaua 22ialnaea wA aAarrn wn ?aBR«o '•l_12ac,4 n1a 1972 nr,' 11274.4 is OM. ALP.4.ION.ITWILLYIELDttfifk'+IiF�rJM ANCHOR ik . ' _,.._1 .: _ �CAPACI`Y WNiCH MAYBE USED 70133,4!-ih?r { J° ADDITIONAL ANCHOR ORT7G.NS F-M THE { ANCHOR CAPACITY 7441.11. 5403341.7 � „ti TABLE NOTES: �M s 1)SEE SHC-'ET i FOR nISTRUCTIONS ON U51WG THE TAeL=S AND SHEE-t 85 FOR iM1jFORMAY*N ON C0AD 43. SEE SOOTS l-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANL'7/0R WlrNING WIDYHS r1.AU.041A E. 1 � €' FIGURE �.y4Ei ii4111ttr Jt 1) CLIPS n )9ULLIOIJ AND M'U£LDLI+INN i HC- SNOWN AT:dOTO 9QAf.EFOR FtAuT DI:vE4SOS, 3.4EET8 21-?3, \ ,',,,,,•4� HDLSSTOHE FIELD fOLLOWING nIMENfV&A1 RESTRICTIONS SHOWN O5SI4EETS r! 21-23. se.° 4 ds FIGURES SHOW SUGGESTED.A YPROX316AC1 HCY IE LOCA`I}ONS. Na 32G0" 337113 A 1� 4)SUBSTRATES:GONCTL'.'T�n SHALL,CONFORM TO AC(309 SPaCIF,'CA'RCOS,f40LLOW At$C GTIOEAT-F71.{,EO Y FIGURE 31 CONGRFTE SiXICK UNIT(CMU)SHALL CONFOR00'TO ASTM C-50-WOOD 61-ALL BS:;PKESSWE•T'REATEO y L ,,� ti 3 YEL$,O9V SOP THERN PINE WITH A'4 SG OF 0.65.ALUMINUM SHALL BE G083•TF AND 3S ArXiloiit3M OF.1r29" �•;(��,�,�fg. / '�, THIC{.STEEL STUDS TO BEA MINW1UM GRADE 33 AND 445"T14ICK(18 CAU+E).STRUCTURAL STEEL TO'SE AF 30"W Y � � J�� US�RT�I Sf=,.A,;7.;26"`HICK AND A,39.ALL ANCHORS INTO METAL SNAU.E,i TE7iD ATLr:AST 3 SCRE111'NR&+r78 3E 014 �IAut t EAU � „.� 3' fi a+ TF4 E MATERIAL.1110 d M2 ANCHORS INTO WOOD MAY CE STEEL,W6 S.S.OR 410 S,S. AAGLE CLIP(FIGURES 1.3)MUST 81.,USED IN PAIRS. °,77�di1F.4 1111\� a Y A.L1�1�5A}L.f.F.Fi+P.E. 6'l P.E,�SQ`f05 -!21"41,✓=5EA _..,_..,..�_...' .-�,..._ ....°._._.._.__._..._..��.__,..-__...__......-.._,.,.__ __."_`.�.:".-....._�, ��.„... ° ..,..---^-___ •.-...„„�.L,...�.��,,...�':re°ik�vtr+3srihf€�r1aztiztcy�i,r�ailnam�'4nm}ai:7}r:af€4nSi�m';gGs{(�rEcdr11r�4yt.,ps�•rntrlyaa.J�mr.) _. _ ;� c�� - t bili 40TH 7417 M�- •BCM 617 he 16!t T 12D In "W iMSS V10 in Oes1ViY.Wf To{ai+'am• F 1s W1. Tt47tMar06Ractxr0r>ty }OTJt;Fr,O F a�2a i yewriltr.ii- F10oWhld° I?t�7G;»•iil h`x3tatf4tt W 1; 1TdsrF,. Rpc4tcpaL7r €,*I71ixv, Ru1c00W A2;s1r'"V. Ra-°iK{Uar �r +flcn8• y' 3,111°iEt1 L..U,4 La&,q toafta Larft _L< _°a Lw"t8 5nadn4 .to-,bg laadit Lwft Lmdrp Icailat7 I.naro 15adttg L. V !v Atp tnmhg �i �• a t.- �i° } !r r _, -�a .._.. i �, 2; :� :� t �,..1 k( r< lit ILL il � 1285 lmol 170.4 405 170.0 744 174.0 410 440 ww 174.9 Sat 570,9 CQ 170.0 6i4 77ri"0 1414 1 d 697 i1OA 92011 1712 621 176;0 .480 17+0.4 521 170.0 17's9'1784 071 512.3 1071 iIa. 6'1.1 40h1179.6 704 170.0 024 170.4 w '170.4.644 174.0 493 vad Awo 170,4 %133:174,9 481 7762 1$75 970.0 877 170A 14179170111 64.`, 154,.7 1x11 1786 639l%3 00',,7 174.0 NEO` 122.8 1931 170.01 Eel x (1? 6m} SDM,Stn 570.0 Y1T 174'4 S83 Sfi.A CSA %70A tali 1762 1148 t79.b 0XM 570A 1165,57917 725 Vex im 174.$ 757 178.17 14%u',InU 7,W u'1,5 .lav 4'ft7,4 '780 128,7 tEnu 110.4 78O 744.4 SEGA 174.0 168 y �• =q � l LM in 170k 787 174,6 w-. 110,A am 170.4 941 170.4 ii{0 i7A.p W5$ 174.0IA 174,4 893 mp 1439 170.0 437 1552 1450 1746 400 1233 50.6 578,4 C81 MAI 146: 70,4 824 GY.d 14z;3 770.4 341 ! zz to 8bN 174k 8.% tiR4 701 1746 9�7 1740 797,174,4 4Z4¢ 174.6 075 137,1 1509 170.0 414 13°',7 110.9 i7O6 :128 1;28,7 79C0 181.0 064 14f,8 141¢1 10Y,i C83' 0.,) f340�ini'l m 771 1304 1:1X1 854 .4311 ;P79.ti 811 174.0 74s 176.3 ii.8,174k 830 152,0 124?�570"0 NO 142-5 12A7-icks Oa.1 42aX 1207 1^wY 80.7 114k 1247 f473 0.52 53.0 1217 tS4LZ dEa 9l,4 1217 138.7 439 71.% SQl�7�135,1 234 Lj .I......._.' _. 0.In ;T9A 074 11MI) 788 �i7GA 1143 17114 Gm 1,10,4 51Cu.10310 M 124.0 116x7 147.0 MA Si3A 1i48 198.8 676 U41.1 <t[0 123,1 V14- 88.0 11" i54.5 346 742 Jul "8.1 %1 N.9 9104 1im C93 L f6t.8 tele lglb 811 534.1 iW0 iEl.ti 858 178.8 14{4 11'7:! 854 1910 1250 114.7 1678 30J7 iCitr 103,0 E77 ~fl98' 7414 882 427 QP4 14fO r4.,$ 747 Sr,Y 4014 171.0 188 sr.S S4f4 ttT.? 74TH 13 4.4$ !,*4 212 5148 1x'7 ,1, 4 774 0?.1 I107,1 785 b5,? 640 802 71R lei 903 02.9 1.18 LLg7 406 $'_$' 729 57.3 1�9:+ 7b-P 718 46.7 003 7'1.'2 710 429 61:1 182 78E „•1 .. ._ _ ,44 V'- 7ein 127.5 051 i!Y'-# 754 9:sk 831 {11",..5 739 ¢0.p cU1 (le.fi 725 70.1 b81' JUS 713 90.0 8111 "Bf,G 74:> 31,8 SO'I 75�f 0rre 03#0 P,01� Czq.1 809 45.4 'Ua; e4.6 bm) ;fi1.7 F•31;+0.7 072 Y (•- ." , S°lin R7 810 88:9 571 68.8 (174 y_TV 663 W4 44? (24 894 81,7 BSE Wl 643 48k 440 111.8 337 51.1 346 i?.0 930 4.8 d4's 41.5 81¢ .0;i 0{8(.`'1$ pit 218 856�38.2 W z 0610 1142 i;i%i TO.i SSR 56.II S.`2 p{iO,i SfYf 40.7 'S76 41.4 407 4.!6 348 +,BS 14L'4 91,4 069 41.4 f7O 3+.i 307�1&1 97f1 10,0 8611 ;17.4 13e Ora 0`u 90:1 49:m• 11.3• .381 12'.7 147 _., r iol li 47.9 070 43.¢ lA5 34.8 .-449 113 398 34,k 442 85,7 103 ZB.0 419 51,7 907 2501 .119 22.9 302 7,3.2 539 211 977 340 410 17;J.7 308 77.1 016 1 144 %fit 18,4 ,e49 178 359 111 t5 0.4.1 420 18.0 185 x8.8 �Gd 6 h7.4 370 3q.8 -472 OR,p V3 E7.9 175 40.1 3Tf tis 426 ^.%,4 t�2 20.1 125 2$fl 3b8 10.4 42R 20.7 %69 vi.B 1 4.'25 .14.8 1 383 ffi 1� y" VA 4._.. ! _ _ W, I tL611 18 794 33,6 331 201 3%4� R4 0q 2,1.4 ZS 28.9 321 119 580' Yk 117 544 331 ^0.3 313 17.0 364 187 SH4 ' 1.; iiim 244 0.4 : i3A 23 p 17,1 - _ t n {Q rkHr,P"1R w�ie�Cl'R'A.°J,1flik"FR��3F'taRtL9Ji.G: VA O �5Y0 ssC. Anvier4. a Sn IaS a) a 5-J ... r ANCHOR GJSF".«o.,7u ;a f^-• """'a t+alu• , 9.v#cs'rtatd 3.ax nna `i'ai di7 i F -cut) _ t>Ti7"dai 6setal {7717 }x C A1,1.•.,.�-. -�c ANCHOR CA. -6117 Vt.I ira se E•Ifo 544 Emno ljr6f;FJno 6I08in,i 4128b u52ei"� U�•10 C'r91.° r"a "` ��fitc 3!('p1jff!Ivol�iMti t ! 4,WC1,nsi:7JPP&(fe76+c R-7_y»;7Ytw: 3ti$'Ebst4S#a:an i(4'4iwllmretaa 3116'EhelLUfvai f/4•ElNtC6acOR ! ut✓dL�'1oLa4Sttuv.c,rP�tgLL4eYlnllxirIa"dl tbxaat. A6gnca0x�URrzccn >iAr�<Geia 4m°1r K013 8oretc{<55! Ourew i{+S} USE THIS FORMULA TO OBTAIN THE°.4NLHOR �:cctm� I Hr:goOlslaiwo0ra:ff. t� a-vp• a 2.10, i• a•,rs^ µ r•vrr 2^ A.4e• 4.:r4° a.:v'•• CAPACITYR£OUiREO'COR..RESPONOINGTOPAI , "1�•F@f 3iT t6;ix �i,1rK. t.scr s-ita• :.xa^ i-aZf�" t.vs <� 5- �.au^ m�tY� ACl`4AL R~RE53URE RkCIUIitEPdw�NT FOR 7�7r roa "44s°le94ao 5744w 2m9rca 24aI�, 361aw 7aArrn- s7sicy lmuu u,aa. %1;r>. uzita s9Awo OPENING, Tf":SE.D4U�f:TMAFJ THEhItxLtON4Awro.a3,,4*141.0.c,ts2}se�sa�Sn7a�tfFkl.9kTa47x tpr4ns �7=%a I tl44ft n4Aim rarl if29 r4efac a6bmr.� � ;ea�z7m � Lva x eeslm tlrlg>a CAPACITY(FROMTHETAI3Lf)GFTHESE ECTED 111 090 Uwt. 771A4�,i t2S1 m ,-�A_ dt0 iec PAA^ 5050i4a w4. i 5330 nia CJ/R 11722„'�.a 13274,n 198`3 bs MMLIOIO5 VTy N.L.`ELD A 33iN144UPri A tQCHOn ' _ w. CAPACIW WH1f Y I MAY BE USED.O tWALIFi' r Ff4wrx9ti'Ss4 �f9nu�15ir,b >iir4< I .. ADDITIONAL ANCI4CR OPIDONS FROM THE •. pSSUFtEf: ANQ4iORCAPAOfTYTAB LE. _.._.,.._ -...._ c3 p 9)SaE SHEET 1 FOR INS-fRUCTiONS Ct4 USING THE TA.Ums Ant?sHEET?5 FCR 11=1rORMF,T)ON ON LO,ADiNG, rm SEE SHEETS 2.4 FO,R GENEitAL 7iaS7'ALLp.T10N Mc`IHOCS. .y . 2)UNEAR WTERPO1AT!0N UEYWEEIV MULL LENGTHS ANLYOR OFFNING WIDTHS IS ALLOWA4LE, FIGURE 2: i ~'• 3)iAULLION AND PAUIJ-MN CLIPS SHOWN ARE NOT TO'SCALE.FO.j EKAOT DiMEN.SiONS,SEF.SNL-';LTS 21.23. f '7{ HOLES TO BE DRIL U10Ii I V14C FIELD FOLLOW18{G.DiMEF'SIONAL RES-2ICTIONS S�iCIM ON S:U%EGS 21-23. .1's5' � FICLIRCJ SPOW SUGGESTED,APPROXIMATE HOLE LTJ;A710NS, „� �;.� ttCENy�:•:ar .f 0 4)511119TRATES:ODNORETL 3"•IALL CONP41RM TO AC7301 SRE[t(St^.A'iI�LTI1tS.i+OLE.06^1ANA GRCtI�fiiU D �3�$fr JstO.587f7S FIGURE& Ct7NCfi�''i✓r9LOCKUNIT(CMU)SHALLCO4tFOI7lVITOAS7MC-90.WOODCaib4LLBFFFdEEuURF•TRF,ATED 1Y: i vin 0 0 0 o Yi~LLO41J SOUf1i£r'ZN i°i�lc aViThi.4Pd St4 CF 6.65,RLUMINUPu4 SF1rS1 BE 5Cg3�73ANBfi�Ft�9iA75tAUPA CF.12§ TH)Ct4,S'7EEL STUDS TO 13C^,A MINVtLJM C9RAD6 33 ANN.C45 TWCK(16 CAUCE),S T RUV o VRfiL STEL TO BEAT 4x,may, � 7 LEAST,925°Tf$ KANOA3q,ALL.A.n2CHCK5tM7i7F.if'AiSfiAiLDFSTLCAS€3,9©7cWTHRCAL985Y+OPS4 f TA x n a THE MATERIA!,410 r$912 ANCHORS INTO WOOD MAY BE STEL'-L,111.8 S,S.OR 410 S-S. MULLION •� ^„t•. # � AttIGL;:.CLIP(FIGURES 1-3)MUST BE USED IN PAIRS, lh,+R"�WAt�l17ACcSt�F.E, s L w FL P. a ) Ina, ima. 2 2, ,2 5, 2L '123' 2 I 125" 0 .376, .375, T V6, no 3 Vxms,X.%1'6,1100tVaN 1'1<2.75-X,$W-MULLION l"x 1.2-V Y�5,18S'X,26r MULLfOR 1.26"#2.51 X.t25`@h1alJONpj ri gt LO 6003-TS p4w 6003-79 ALUM 8m-TS AL.UV, ALUM OW3WAILUM M-TSALWA L :`'� X-SE-4TION x-aEC-nGm xSeGTION z qi Q LU 126l -7 'TABL"A STANOARD CUP 2x$tqaw CLIP wvr(lauml .. I $�8340 ALWk 126" t X-SECTION .125* c 0.ESE K. '76 �isr MAIO Mufffen g 9,71 f:1 .740 X2,X.375" 2 CUT HZAE 10 373" co Tubu Waullmi CKATE F-CLIP,SliR .376' MIN" Z A 5R.mis t�A A L -------I 08,TbAL,= x. -------------- 2.Xti AW(kE CLIP 0,707 TOPIAEW 1wv W&M TOPMEW STANDARD Cr.tf- IS 8W3-70 ALUM, vxvs-x A fiso. rrNTER OF AMCF-IR HOLE MUST LIE TOPVIEW ANCHOR O.C.DIS7A"CE,WVXV,4UM ANCI JOR El 3.aGq Z—WITHIN THE DASHM ROUND Py.SE: HOLE MUST LIE '1100.DIAMEMR:ANCHOR t9tWETERIlle'. AWntimn st(C-Fra 6 17 VOA THE ANCHOR OZ, ZINITHIN THE DASHED VWTAJ`ICEI MAYAMUM ANCHOR IiOIZ 8OLINDARY.SEE 1) tl Tube WdullIbn RY-- SHEIETS 6.17 FOR THE TABLE B 6 x Aw Alum ANWOR NOIZ D.$63 DMANCE.MAXIMUM MIN. ANCHOR af--iq .47 .3715" DIA�MTEFI Illolltt MIN. 11 x W., (5) 566D5 6WIWA M1110VI%4XIA&W I tS6011PA 1�7 m, 605-1.2M -- ------- ------- X2.X.37Y%,G) I)MIX16 0610111m 1.26"X3.1W ,— - -i -- — -- —. I-- - X.26 X2 lt� 7 -T smi 12 10wVW O.W2 ws!Ism WAII, ;t asmam 3 21di , I c— . (7 M1513KI -242m mslai h )t 2 11", LYAIA, easa 41#4t6 6wi 114&11 6W A 1.813 6sm t t 7,qj var-i-I-lam! wwmj m tag 1f#!UI I be I oill 5ia7cs GB OFFS-V CUP Z -T TO q • k 1).IDLES .F ORILL50 IN THE FILD FOLLOWING OWENSIONAIL RFSTWQ'ff0W8G,VE7AN ON SHEST. 4TS 2)SEF.,SHEETS 6-S,126,18 FOR HICILE L00,AXIONS S ANCHOR O.C.DISTANCE, 3)SEE CHCETS 2-4 FOR GEWHAI,IN$tALLATION FL P. 68705 �I t.ofiz"•,� f 4133 1D5" Z j {2J .067•":. � -�}..r» .439" tyy} i Ik 4.004` 4.9UJ" A:UDQ" +-.19.6"ST0,04 A.RO CLIP +. 2.023" a.4CA" 6863.16 ALUM. 2.125" +.122 xS.CtiC}d III U-CL'P 2.030[I--m ACLIPUUL1 a116;rTti AIURf, kN i 12C i2f," - .723" tV ' x-SEGTiCN " 1, U .031"t • .... pz22 J q) L u7, 12, CENTER OrAWH0FI NOLE MUST LIZ WITHIN TP4 S l?` .. ,f.375 ,165° :375' t;tLSIiED U0Uidt1ARY.uEC-SKEEY'6142tl rCR YFFE !L} ANIIHMC.C.VISCANC 4AFdtl&tLBAIL^1CPiCK_ t'tl T �i H0LEMWETER:MCHCRDInddl='TF.R+it1B'. 1"x4`X.126` 1°Yh."X.87S` 1°Xl"X•979" _ MULLION MULLION 'T'•N.0.ILLIUN CI'THE.RETp r---b,OBt}'.-... -_-_-•--°•t f� 1° C+.i }�k 8063-TBALUM. 6063.10ALUM. 0069.76 ALVAA. 3A25"-'» .375° 373" tp !t•6EC'f1;ON X•S CTIGN k•SGCTiDN '376° _CREATE P-CLIP.ME f)^`^ p••• C.1 ANlpl. I DI5WLF,Sir�41.604' 1 •.,✓Ii1iI�I. ueY @l .. _ f.694' r4RLCP` i,2B ••> r___..___.� } i ,.___.,_..,..y .oY9" GEtSTERGl� r..-__�...,__ ry ! � �� ,tnm,m I 1 1 ! i 1 ANCHORwa I I ✓ I I 1 ffiV5FLIEMIVq h4iPi, C7 THE DASHE[7 ! ..J 0. .....I*?,..y 2 I i I i j i F ROUNDAi2Y,SEEI i ) n° SHEG,S 14.17 ! I 5 Li 976" _._.FORTHE .SC4° t t i t ANCHOR O.C. I i �,,, '•i 3.250 3.94' t , r PISTAMCE. .1tt0" i 3 tMMIMUM I � 3.29D• i i 1 j i 1 i ANCHoa HCLS i f "'U � :�i • `-.90U" 4 t ( a t t C4UAE 7tFR: i t 7'i' {n t4 r-.SCR' f .GA,d° - f r E_._'L DIA11SE' , a tlf°". TMi .820WIT, ` �` S3•T8 l.W ' S ', yC 2 AII 1A@C1- .924' wl.920° STANDARD CLIP U•CLf ANCHOR 40LE MUST t!E D69TS ALUM.. B3S-TO ALOM, IS 1,2)4 � 1260CrWTER OF TCPWEy # .� TOPVIEW TGPVi_!0 4 ! Wf;HiN THE WStii=A @DUhPJkRY.SEE 1.2b'x MULLION 4(b° 12s°MULLION 92A° SHEETS PTheAWHORac. _ Ar+4E C,G0?J3'. ' Rlvll�v°kti'�C��IPm MULLION MULLION t.26"N,3,04°x,82k' FI TA€1LE C. T _ rl.a av njphJtn;«MMPI C:ww P!'•cr4alw, IXSMADICE,MWOI✓UlvtAMG:dGFTHOLE Gtn4exaBreValus II)r10,}t7Vti6tsi. S{prl9}Mi'LPpt421N ForMu"Ild6; rwn��roEuaL� O009-Tfi A!(itd. BDD9•T6 PLUM, tv7ULLlDN �pIAAi�i•TL^R:ANCHOR a^'ififl", ��^�_� X�-c'CTiON kr3'eGTtON 6{K7B•Tb N,Upa. a9F7 9'e!4`" r, Y; i3 Fj}rn-(7k, 1}�+ w•'Lg1r.({H� •3ECYI0N .738 1.26 !S».$•I � d t:'YBtwr'J'ee4,GSrir.�LI'.JA�if1�D'u."] O 1.UD8 ;26" J 0.db0 X.624' 964"- h 2�IL1 A u n{m fl I 1,436 :4!W..'Imn 1-2 561' .126' 9Tb,,,,� }�-• Tom.- -•r 1 34611 Tuba�3um.,1 8.45 705»t4oflkin E`,?! }✓ .•"a .126{ f.ri77" (4?IN. 111_[.379' _ F ,187` 1"X�"!i F 2.B2G i2', f3.B4" f.377' f ,Civ L i � � C' 15f .3?5' T'j i _ I _ _� ){ 2.430 Aiwlinun 1 ii 1.54D rilmi lmim w ! - 3.26; 11t4A u'R" i a.2u4 TttUo�t9ttt7.W ,��,' 9"2Efti 'lV. 30138++jg .126° Y✓ i i { j t i (3 0 Yda X iM.^ P 2.1176 >45,Am M'A d ,126"- S. 1 3.250 Vau i�A•i,'d�r?5n r C9,25046'UAYMULk30M 3.80' i I 7 I 1 TAMP ll7" } 39`Smy Mu LICK I 6D6,�'t'dS A!UM. 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SeSiTqfj r 7^5'45.09'X.B2l"('in") 20482 BBBi14TrtR 66811 am.8Q9?kSiA 1x5B617P � ��w�,'LL4� o•: Ugt{,P,.•' A.)SEE SHEETS 10,11,*f S,19&20 FOR SUC73ESTEf),APPAOt GPrititF WLE L0CATIDNS. Cegr,�(19) ? Bxta.6 ..'Nfi4....AVx tWA B&i9ltavi Fa �t 4�}rt .p'.'•,. '°! 3)5E SHEETS 24FOf GENt?tAL!NSTFJ TiC�U ETHDf1S. 46 DCO-(.2a) L -%D NIA WA WA 86a � dj��f��1��;�` A.iWY�PIt".Ss.U. LER' .g. 'Ault QllutiTsWael _ POT PUP14 al Gnu¢ ) 1alalrQctfE ^tk,C'k137 •tl L'FQg0atglm 8iyt 2" W X.25"(1$) 5a' G69` 1N fiitls3SltFh 1115$511zW 2"Y6 X•$h"(97) Qi681 i 86"&262M SF +721i # r511Vt 3TfFDARDCite f} !-CC?P $X5 N3LEC#JA 1. 1 GP33-T9 ALUM. owa'TEI ALUAN. BCs 3-TB ALUM, 2A00' 1 X-SECTION 2.185" X-SECTIOAt 2,[2}j}a kSECT9Chy i IIt 1)HOLES-<o BE ORILLEID IN T}¢HELP rOLW%Vlflt§ ) `zS" ( E 1~-,f26" i -1 la}<H 11MENSIONA.L to 9717lCTQa�l9 GiVF1Y Dia HS SHEET. C7J1�r T7XG'�r 2)SEM SHEETS 16.17 t'O€l Sll{iOFSI i-.�3,A PROXIMATE -"' i.w"ptl' �-�-1:16"—� HOLE LOCATION'- v� � 3.; 9)SE{.`S4E�,S 24 FOR OETtl�,-.AL IRSTALI-TION METHODS. "u�, C+l11EliETt3 S.tf00' _575` e3 #d3e s�.Ar'E t"-cUN� .3Y5' a �;} Ch z.7+Jtl` r .37E C _'SEE DErnIL r', tr " MIN, ,_y.,,,,,, 3r1E@'Yd Cull ,(-,875' i H11Pl, � tt.`u2 I �. __. .__ -�r __ 4_-- -- �__ 1 U 1 --- I ; -1' _..-------------'1 7 � Q. 4L x"XVXx 71" .?SW { " MUQ,LtOH 6063-T4 ALUM. �» y{� ' X-SECTION •! i i •475" .,5• rro ul .O a -----_-----_,.___1 Mill, r- 51 STANDARD CUP � ll-CLIP•606$-7G ALUN. � zXE ANGLE CLIP � °�• Z I c'E.pJTER YSP,4+ty*HOR HOLE MUST LIE 8tlS3-76 ALUM. �V CrNTER OF IIOUz,MUST LIE SC13#-Ta A:.3SA1, +» L,.-%VtTHiNTHP DASHED BOUNDARY.SEE TOPVIEW I'�R•7'-4-MULIC7:+3>Tn'ET?3 f TLIRVI"W Sitt7HNTHEDA9HEOSOUN{D>3R'7.9EE TOPVIFIV $tIEG}'fii6.47t<CiRTtiEJ�#c}#ORO.C, /' SHEETS 10-I''lFOR THE ANCH04D,C, �E�ft: —DWANbE.MA}w4j f WCHOR HOLE Lf.CENTFA OP ANCHOR HOLE MUST U.- —7:5"r AHCE,MAX-MUM ANCHOR HOLE �� •^tti�•-, CtlAIr1E'1ttt ANCHDR OIAlfS(2R�iNs`. NTi N:N Tm cAA Si 1L"D UOulo'4m SEE Q:AtA�T.=R;ANCHOR nMETER+11.B' SHEETS 1647 FOR"IEASCHOR 0,C, DISTANI:L,MAXIMUF1 ANCHOR HOLT: xx� i6vu'7j ao "r 10%0"P@a+rv"gl. CUThEX-TO �DIA2?,ETER:AMCHOR DIAMETER 1/16'. t 9kllaoal¢im t�iu CREATE('.CUP, '`�\ ,�- -S.0If0 -^--� i117rkM'•Mrzn d'Irh"S tGt9 SEE,DE:TAu-P, 3Y5` ! ?11;'3. � � l � r ; az=Wd"�Cd -i MIN. 75, 1 r--------------- 6. --1—---__.-_-_.,.,___..._.t 1 �d tisl_ ro 6�s^s>��r�9aml4at� I I I .41;gB"i - 5.436" i I 6,06+3" � -1-_._�_- -T•-_ ---1' � �. r-- 5.4 Wr { 9" ? i i f �� _j 1tL.? " " 2':S s'X.fS' � I � I c x .`` "��`'tQGEN{� •frl h469 T1 ALUR1. it fff. R l R'�.5670 = XSECTION 7Qf i._..-__---__-___- ___,--_. M'!k, "iX i {,�✓�'" ('p .260",� ST'mPARDCLIP U:CIJP 2ASANGLE CUP Ile,Isx �DRtt7R,.•'",y"�,`�` B TOP WMI );Ii:TDr,EOR 2-W MU L O V 17 6 TOPV m r1'��1��y TDs v,_tiv A.Li 4 irhPLL�i ra.r--. ENAWLr 1:SINGLE V`EEMQbMUj_TjON 71ir RUILDING SUBSTRATE.IS KNOWN 70 13E WOOD ON ALL FOUR SIDES,n IF Wi?,M:OVV FRAME DEPTH IS 2,114°.THE OPE14ING REQUIRES ADIESIG,"I ORESSUmi of.,+moiv.5 Fur. t. NO hNCHORS H4 HERO 1)IN11741LLNI ASSUMING T;{AT 1"}VIDE MULLION 15 StATAKE.THEMULLION LENGTH IS 72-ANC7HE opEiaNG wIDTtt IS 3y.,+3p.W-5�,Rw-E"ENcU4GSHFv 25,71ir.COLUMN USING g.;g 0, RECTANGULAR LOADING MUST'UE USED,SCAN THE MULUON TABLES FOR A MULIJON THAT IOAT LCAZT THE WINDOW FRAME DEPTH OF 2-1/0 AND WALL MEET CA ExtEllo rIlE REQUIRED Wroa fpNme Does Nor vioWmc ExAv Sim,USE m--NEr LARGER SIZE AVAILABLE, PEN A104 FRVIATABLE SA,SHMIT 7,ViC i*X2.?5`X,3*1 mULijoN(LeNaTH CPSKONG WiDTH-IbIMEETSTHE DERTH RtOUIRED,HOWEUVATHE-DEZIGN FIRESSUkV IS.4-1--.B.3 PSP AND WOULD PROD NOT DE SUMAIX12 F CIR THIS i APPLIPATION, APMOVAL L"d FROM TABLE 4A,SHEET 8,7frc 1'X2J5'X Wd'MULL ION(LEN(Vtl ZIi',VAEVONG WIDTH PilttSUREOF-PnJ PSF kNHIr'f4 0=108THF 6WQLIJR NnF T 7�� L - OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPA7TY Fff=RBD OF 636 LBS.MULLICN 2)USE TABLE 4S TO FIND THE ANCHOR TYPE,ANCHOPI QUANTITY ANDCLIP TVPrRI:QLIIPP000,SUBSTRATE BOTH THE STANDARD CLIP WITH(4)012 ANCHORS AND THE V)O .D rOR THEIM, AN-OLE CUPS WITH(4)k12 ANCHORS HAVE A 0APAC VOF 8851.110.1 NOUGH EITHER ONE COULD 3E USED,THE STANDARD CUP IS EASIER;Yo INSTALL, ,4)wanOi T,4r or-amoN rRnsoLjRrz OF THE FENESTRATION PR43PUCTS USED'WITH THIS MULLION 8VS76M,THC V*VQ.:R.DESIGNI MFS6U.'W-,OF VJLL-ONs OR rEN9fSTmnoN;PRODUCTS�MLL X tt APPLY To THE OVERALL ASSEMBLY,FINAL OMI EN PRESSURE RrOUIRM TRA-11HE U01 H 11HE MVLLICN AND THE FENESTRATION PRODUCT FIE IRSTALL0 IN ACOOPDANCIR WITHI THE co 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUOSTIRATES AND PtI0DU61S TO MULLION. INTHIS EXAMPLIi,THE DESIGN PRESSUREF REWIRW WAS'kD.0 PSF.T HE OVERALL KILLION SVS11E0 INAS OVERMI-4111)T'Q LIE rl.-(PSFWTrH AN iWCHOA CAPACITY OF 023 LES,ALTERNAMVELY, 191 r) e35 I us 72.7 Per THE ZUI1MNG SOOSTRATC,IS KNOWNIC,5C Cw ON THE JAMBS AND Use�a A CONCRETE HEADER AND BILL,TNI;WtNt010 MZAMSDEPT4 IS 2-XV.THE OPENING RK-WRES A DESIGN PREUSURE OF+500,4bb PSR HAT A I-WIDE 1JULL(ON IS SUITABLE,THE MULLION LENGTH IS 32"+7 ,V-i0S'A0O THE 1-*FNIK13W1b`rN LY ASSUMING T THECftUMi4UVW3A50TANGU LOADIN(.!§H BE USED,% 'THE MULLION TABLES FORA MULLION THAT IS AT LEAS"THE WINDOW PPAMS DEPTH OF 240 AND WILL 1116 CKS 'a i�INITIAL k1WMP,L1 tILTIP E IW.0 La7N5 MEET'DREXCEED IVE REQUIRED DESION PRESSURE OF t4mat.6IIo psr.IF Tom TABLE ODES NOT SHCAN THE MOT SIZE,USE THE NEX,LA;k0ER StZEAVAJLABtE-, 111 SE ARik LS, FROMTASLE 3ASHEET 7,THE 1'X2,75'X.376`MUL1AON(LENGTH-106,OFFNING V=TH=60`)tAEETS1'HEDFP('H REQUAIEV,HOvVSVER1H8 DESiGN Pnasum ts-immi PSI; 'AND WOULD NOT HESU ITASLE FOR*Is&PPLItATION. S FROM TABLE 12A,SkIBET116,THE 27X 4'X.240'MULLION(LUNGN w 106`OPENING VVIDTH w 6OJ HAS A DESIGN F-.=SUREOF+/-S4.7"r wktoti Exormomi-,HE,HctxjmEmwqTs VOR'1749 00IFNING AND MAY SR USED IN-MIS APPLICA110N.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 L58. UPCAUSE IT 15 NOW KNOWN THAT THE MULLION WILL ADD 2"To Tim wIDTH rdI-mIg�MULL120 UNrr,T14 ANUSTEO OPIENNO kMOTH IS NOT 7 A SPRw—CIUSLY 2.4 THE 73-DIME?4810M P- ISO P.)USE rASLE 120 10 FIND THE ANCHOR TVPE_kNCHOR QUAN11V AND CLIO TYPE OrQUIRED FOR THE CONICRETEMJOSTRATF.IN THIS M—%kPLE,ASSUME.THE Pomm CONCRETE HEADER ANDSILL ARE W WIDE.IF I HE MULLION CLIP WERE T 0 13E CE14TERED WITHIN tilt! FMrAL I — —.1 8,CARL MUST SP TAI'E'N TO MAINTAN 11-1r,rAST9NET0 EDGE DISTANCE. USINO THE S: CLIP WITH(V Vifi-ULVIACON IkNCHORS ATAN EDGE 6ISTANCa OF E-Itr 0Mr3ANANCHO�i CAPACfTY OF 10V IN tV-flC;H IS GREATER.AND SLION LENGTH -SEE '- THEYSEFORE SUITARLC,FOR THE OFF. SHEETS 24 aME-,T3 Q)R M F H,12 M 4 g tff A L K,A&LO K S 5�— FOR BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.;"5w*MULUON,IN T141,t EXAMPLE vvE;MILL MATCH THE HORIZONTAL AND VERV04LMV[110145,ALTERNATIVELY,ANOTHER MULLICN TYPE COULD BE MIOSrN. THE MULLION LENGTH IS 36-AND THE OPENING HEIGHT:S 32"+12'+2'006'.REFERENCING SHEET'.6,)HE COLUMN USINGTW. jFZ0IDvALr.RIANGULATJ LCAPIKO MAY ov: USED.FROM TABLE 12k SHEET 16,THE:2IX4"X,25W MULLION(a LBNOTH-421,OPEiljf,143 HEIGHT-120')HAS OEStf.N'PREVSUREOF+1-170.11 F,9FWjiICH VCESUS THE REQUIREMENTS FOR'tHEOFENINGANO hgYgi!USED INTNIS APPLIdATON,NOTE THrAVCH,)RCAPAI-*iTYt-,CQUIPPDOF621 Lp§, 6F.c ETPETIAMS, 2)USE TART E i28 TO 0 WD THE ANCHOR TYPE,ANCHOR CIJLANT&AND CL0 TYPE HEQUIKI30 FOR THE--MQ SLItSTRATEAN THIS E;"PI-E,ASSUM 11-K---MU JAN86 ARE:8° d SHIFTS VVI DE.IF THE MULUON CLIP WERE To UP CVOIaRFD WI'fVIN THE 11",CARE MUST RE TAKEN TO MAtNTAM-14E FAZTEN'E:R'S X002 OISTANQE•USING THE 2X5 ANGLE,CLIPS tIATH 24� (4)ells-UILIRACON ANCtIORS AT AN MOVnistANcE,or i,Own x4 ANCHOR CAPACITY OF MO LES W14014 49 01eAl'?R,AN.-;111FREFORE SUITABLE,FOR THE REQUIRED f ANCHOR CAP ACrfY OF 621 LBS. ^t)FOR"HIE 4t-CGP INTtie H4fi.ZOnrTAt 4.iLTf.1.iON TO VC THE U CUP SHICY. -:PtIfCAL MULUV4�USE HE SAME ANCHOR CAPAC[TYOF 521 0S.TABIX lZD FOR - fI3 Tf-IE ANCHOR MUIL LZNGTH MOLL LV-LNm CAPACI rY IS 1 074 1-815 WHEN USING 3 ANCHORS,Wil ICH 13 GREATCR,AND TH EREFORF-9 UITA'ILR FOR T H R RF(,X I WFU ANCH.OR CAPA411-Y Rr-QUIRFJtArtrr OF 521 LOS.THE ANCHOR TYPE IS A P-112 ST,*CL'C,:MW, FROM THE AWVr,,9TEPE,0IJRMULL,;ONOESIQN PRESSURE IS: Na 567t)S' +1-64-7 PE�FROM THE VERTICAL MULLIOM; +1-170.11PSF FROM THE 3$'PtOnIZONTAI.MULLICNATTACHING Til THS WmAD APPLY TO f r VL•RtPY THE CE5IQN PRRSSU73r::OF T1iS FCNEt)TF+ATION PROOUO}'SUSED VVITH 1-HIS MULLION SYST=,M.7FIE LOWER D):SttEN PRESSLRE:',OF 16fULL.IDNS OR FENESTRATiQN 7 PAfAL 1� PRODUCTS,VALLAPPLY rO'rfi�i OVERAtJ,A84ENKY,FINAL DESIGN PKSBURS RVOUIRICS-q-IAT VM UOT14 TVF.MULLION!AND THE FENESTRATION PRODUCT BE INSTALLED IN A.[441651Vk PA. FL P-12.9 5 VQ 6 .,.1•••—•••.. -. E:✓.4�1PL_ES Or RECT,tNOVIAR L,wAMINO: �`._�_._�-'_,__-......._._...- �Y�1MPI.F.S aj Tr'lf�PF✓.JIU;�0.1TRUu�Ql.1-��,�,DIRiC. - -- . �, W, I PW MY Pw PW f,/' 0 Lu �, E LttADWJt3 OF VERTICAL MULLK7l,1 LOADING OF 1!@RTt",AL MCn.Uat+? I / � �'+ / �'' ✓ >~ � <,2 3111 OF WINDOWS NOT ANC)iOReri WR7i INTCIasraTtNG HORIZONTR.PAUU.IONS HINOED DOOR jilt LOADING or VERTICAL mull c$# LOADING OFAORtZONTALfvW lONI.OADINGat' MULLIONPW �- ,3�/ T x PW TAIV51 H LI slimpl � t / LOAZI)t.'�,ar u>oRTIaAL muLLtDR' LOADING OF HORIZONTAL lttULLVaN I -�" / (� I / u ✓ tn.u'J�=�t b vh w G'B¢ect a SILI.OF W",NDUWS NGT ANCHDRED WITH iNiERSECTINA VERYICAL'+flULUCYd ��axs. B e+�•6,t�. P4Y TW a1R Y" _ frc7D8r2�'Ja "(r'�••�1`41$1b1'(� LOADING'Or(2)HORt2bilrI'AL MULOOINts LOACING OP HORIZONTAL MULLION LC?mING Or Ha'r`UZ;)NYA( � (�Al3LLE w d PVl / �.HINAFt7 .. �/ DOOR 'PW ,f PIW ` NOTE-9: Y i I 1)DHAW,NGS ARZ / t RERESENTATIONS OF TYPICAL ? 60NFIGJRA+)ON$. Pw (! CONFIGURATIONSNOT811OWN . X K.Ar am suTRAPOLATrD PROM Do f i I/ g THgsE sH44vN. F� LIP P e H4`"-.LOADING TYPE l thtNi7Y ,. cit= TANGt�6R',, PDI I f iY/ f �t� PIN / r# 0TANGULfiFt LGRDIFIQ. t WW if✓1 �•--� ' __._-.... �i! t� �s �r II 51 ISE PROi}U.'•fiS'APPRLIVAI..=0R �: Na.$87f4 ^• � . / ACTk:.4C.ANCHOR 0CATIONb9 _ LOAbINOOF VERTtOP,t NULUQN LOAt!lNG OF VER71M MULLION I ✓ 'Y jjj u SGD PANE1.iJFHlNGED DOORIS NaTaA€'Tllt�D C3i AAICtiOREU 13+ITfl iNTMFiSECTi:NQ H4f1€7ONTAL hi4Yttt4htu' 444 i " ...., .� .w„w .,oe.K - �✓ ?adt1up. 0A'.7ING OF Vita-?TICAL LOAIYNG HOR17ONTAL ,MULLION