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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: , ,p Permit Number: I to Building Permit Application FEB 0 5 2016 Planning and Development Services Building and Code Regulation Division LucieiIT unty, 2300 Virginia Avenue,Fort Pierce FL 34982 St. Lucie County, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential _ PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT LOCATION: Address: )WO k± F1 $ Legal Description:—Um 4 1 �� k, 1 L(}-I- 8 c ezm_ 1 �53 Property Tax ID#: 1 0009 —000-0 Lot No. 00 Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: 6-P-1moti-e Qhd w•ihdoW5 QvlcQ iw5'4g6 rIeW iv qe J&�_) m111 , wti tn:d e-W /k)® s 1 z'e cka "L+e5 CONSTRUCTION INFORMATION: Additional work toe e orme under this permit—check a appy: aHVAC 13 Gas Tank ❑Gas Piping _Shutters Windows/Doors Electric F-1PlumbingSprinklers [Generator Roof Total Sq. Ft of Construction: S Ft.of First Floor: Cost of Construction:$��, 5 Utilities: Sewer F]Septic Building Height: OWNER/LESSEE:, CONTRACTOR: Name. Kew I,V1 5+-e-.U•0-N_S Name: Address:_ q,Lf 3_7uI leu LDUefo . Companr �hICON SJrf�-� D� 7 City: F a S 4D yx State:• Address: 0 O r1'1 1�� A Zip Code: Fax: City:- Q/�LQ State: Phone No. Zip Code: Fax: E-Mail: t.,1 ( I\ Phone No..-7?a— _ _:4-3-3SFill in fee simple Title Holder on next page(if different E-Mail:ttMCot l_S)moi u- 0 from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recorjing your Notice mencemen s _Signature of Owner/ ssee/Age Signature of Contractor/License Holder STATE OF FLOR A STATE OF FLO COUNTY OF (^ COUNTY OF , The for oing instru was acknowledged before me The for ing instru rt was knowI Iged before me this day of 20 ]6by this day of 20/� by (Name of person acknowledging) (Nargqf person acknowledging) (Signature of Notary Public-State of Florida) (S/gnure of Notary Public-State of FIC100 Personally Known OR Produced Identification Pelly Known OR Pr a Identification Type of Identification Produced Type of Identification Pr . r LAVADA HUFF Commission No. (Seal) Commission No.�L s «`�=_ NotapC. state of Florida _•« :•=My Comm. ores Jan 17,2017 Commission#EE 866110 4,41.ii w' bonaeu I nfoUgn Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS DETAIL E: DETAIL C: —I .lTs•wu. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTION NOTES: MASONRY STRUCTURE MUWON (U-CUP) 1)MAY BE INSTALLED IN'TEE'OR'CROSS' (STANDARD CLIP SHOWN) INTERSECTIONS.YAR�a Y 2)MAY BE INSTALLED HOR¢ONTALLY I (SHOWN)ORVERTICALLY. I TYP.ANgIDR ERHERTHE I PQt EVOSTMTE, sTMIDAPD I SEE TAgEb IB.t]0 Oj SEE UIRRES ONDIN MULLION. 21-20 q�Xm OFiSET MqL I FOR CORRESPONDING MULLION. z G cLw MareE i i EOOED44TA•10E TOP VIEW Muulal O F�f PISTALLED BY II ANg100.5NRY VAWPB-r�•I J W THIS LGTHOD I I 2 1 i•I Ff:sEss�iwooR vl+Eawu ````;�MglldlllII1 U4F 8M9 W O O co m O 1 EXTERIOR 4• MIAuoH 2 m 4 �L O 7 ETX:E gS}ANCE ^ • TIR DFF4ETCLIP ICL � �¢ ✓o Fq+µMAS�tldY flEWIL�TD OFgi L0ITLEH4ECTION = Vey IT < Ym1DOWs,BUTMer F D9 z ALSOBED$ED f00. J . s OTHER Fw4�Tmez EXTERIOR � Z .- TYP.ANgiOR 4 r Z Q o PER4Ue41MTE, SEE TABlE91B-1>e CL Q F- O Z N TYP Mlg10R 'SEE 9NEEiS 21-ZJ iOR F- -- 6OC1t4TRIP FFA BIPJSRUTO, HOLE LOGTIOTL4 _QyQ7 a A10 SEE rAEIEv+Is+So FRONT VIEW osier Br OA liza4, WETS F y SEE NOTE/, 10.150 ~ Z Q EMOEOh4NT •• • slaer 7. •: ' . Qa — {O O '' •' wsrANCE 7N sa wNu1Lvl cDHq+EIe oftcwfIok cmu scTAf S1DE VIEW Mw zT161CONOiETC 00.CMD 16+10 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SHOWN) INSTALL 71ON NOTES, sTRucnlFle tW.PNtl OH 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A FMZUI T0.ATF. / SEETABLFS16150 mmoDOCTRBWSHD 2)QUANTITY OF ANCHORS AND MULLION SITE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �� sFsaNEETs ® em terlUIpNlLsF1aFIEF ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 57.55 FOR adgbfbda CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THEH= FOLLOWING SHEETS.FOR DETAILS A.D.EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. a`` LDasXw4 Dcu 5)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. . _u. ® had d.PoT dad Con 4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 35)FOR EIfA ULTRACON ONEIC01fS.S.AGGRIEGATOft MASONRVANCHORSI-DARE COUNTYAPPRDVED 5E¢Us "'lYQN�LYNp A7j i� FRONT VIEW i4Os/S,NW OONPXL TWRV•TmO+ BOugNI: 10.150 co='Amw0000A.g0iRMO0TUSED. ATrAC10.1ENT Br OTHERS N0.58705 ]� EXTERIOR usewooDAHa m"I`Ees SIDE VIEW NOTES: -�: �• ,Tr 1)FOR 2XW00D-BACKEDSTEELSTUDS,WOOD �OT si TEp�Sr7V� ANCHOR VALUES MAY BE USED. �:�s'• OAIDP,,.'�� 2)SEE CORRESPONDING MULLION TABLES, SHEETS 5-20.FOR QUANTITYOFSCREW& A.LFdNN MIBOk)T,P.E. FL P.E.f158705 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION gqg��C (F-CLIP) (ANGLECUP) (ANGLE CLIP) E o sFE DEruIS AF, Rr BHEETS FAND]FORINBTALUTION g Y00.0 TO SPEL6IL BUBGTMIEG. N wLL10N VT. VIEW� z _m SIDE VIEWul sxowHw VX4'X.— I TOP VIEW I I i ? MULLpN I I I F J I I I TTP.ANRIOR L Q EXTERIOR I I I I IIT—E. Q I I GFETABLE5168ORi68 z > m I I 3 srAxDeRDwuroN cuP I i vr.RBsmArE. I I I EXTERIOR 7 Ell MOOIFIEOroFR RF1D I SCE T.=I&IIB p I Tl Q z CONORION9. i I di' i I V-rxeu+clE aw, FZ'• z Q m p I I I I TPFRMULIONENO,w BE Q z (V I I I I 044TALLED INSIDE OF BAY MOIL � FQy8 3 p wLLlm I i I I ; O I N J N AM I I II I I I y 0� II I ANOIEGLIP,• V Z Q 0.`• Ij i 2PER wwaN END, 6.— z 0 0 � I i I MuuDmEw N�ulln�.r D• S'O � 1 I b TTP.ANOKIR PERSVBSTMTE, SEE TABlE91&140 "o-D. Ll STEE- BROW000,SCEEI, srAxDwDalvro BE EXTERIOR oR MAsoHR1• ��qy ALU6tCw ORMASONRY NODUEDIIlRF1D. OOEWf Pim �- ®\ DDLICTURVI O ,EO DP -®� '�� 6gwPh lhPlollds PEn gBwuealoy5�1 Cft ® I ®® urrawoaD.srEEL 1 f� @ ftudl AWµCw ORMA90NiY EOGE O DISTANCE Id P d.IC..I. PER EDGE -(�--® � 1111111IIF1j Dt4mm E NOTES FCR INSTALLATION OPTION G B H; `�\1t�ON••""•••'��((��i� PERANCHOR 'O a:.:•LICENs" ETES FOR INSTALLATION OPTIONS FFORINSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ND.58705 •'*� 2)DETAIL G:SEE TABLES IB-1413 FOR ANCHOR QUANTITIESAND SHEEM21-23 FOR HOLE ' 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR I.26'X 2.11'X.125•MULLION. LOCATIONS. 2)SEE TABLES IO-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3j DETAIL H:SEE TABLES NSB OR IBB FOR ANCHOR QUANTITIES AND SHE ET 22 FOR HOLE. §Aaq 3)THE 2X5 CUP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS i�(CS':!rCOR10?.••'G\?� E�;•��• A.LYNN MILLER,P.E. FL P.E.P 58705 TABLE to $ MUl0on C6Bet TBbm 66111 a ^�R OporInB Wlath(forleNcolycPo+Tino mUllwls)orOp9nlnB Helehl(rortndmt6yvparNn0 mltlun) �www�� 606 fi01n Tow Coln - BOIn %001n 120G lob Iwh O RttGnBAr TePnMry. fNeGWGr 11w-, NaWptler T.F-n. RectmBeu TrWTee�b, M9G�IIr R�ITtlup. Rael4rpiim TRP/011n0. R4Hmrylu TmpTtlr0. aex{gAar APiXmp. RecWyly lltiMmn9. p 1 It 2X.125 leadlp ludnD BImftL04dk. Loe9np woo loearygl BlA40n9 Wang gLn05q W. LOaip laQry& $SIaWIn$}B Lmurvgl leegrN Lweiq Laefiib 6Y WMUIIIonbB � � Sig tl � � � N 0 42m Ilul Iw 129A 311 912 WO I1SA US 7818 Iw 10'. otl 69.0 103 1104..1319 01.1 400 104.8 1 318 SSB 40 101.0 US MIX Iw INA NB ]0.D 100 INS 31. ]SO 109 tw.o US J W YN T/.9 312 069 RSO G21 SIR 13A ]bt 53.5 312 01.0 210 40A 313 032 we 11.6 312 61J 2a1 37.5 312 01.0 x11 312 311 01.0 111 260 312 61.0 RM 23A Nt BI.O 50.62SO N.0 201 10.0 131 N3 Af GIA 210 ISO 201 5517 131 394 201 5x1 212 35.0 R01 W.1 Ut 31.9 MI 49.3 219 100 201 19.3 219 220 781 49.3 21. 20.9 201 40.S US W c O NO OB 247 67.5 201 43.9 211 /9.a 20R ]TA Nr 44.0 IN R.0 &r 41.0 IN 20.2 wt 30.1 Iw 263 24T 1sA 103 21.0 211 361 1m 18.0 211 30.1 1D1 101 217 W 103 to to CT N Nh 30A 200 413 110 320 No 3S1 IN 27.1 200 31.5 103 24.0 200 204 190 RMA No 21.1 Iw I0.2 NO 20.8 137 10.0 200 ISA 1N J 03H N.t 101 35.3 IN rA Ill 30.3 ISt .7 IB1 ]69 N0 R0.1 lel 2A5 I40 161 191 IIB IN 100 101 21.7 US z Ui¢ Y Wh te.0 105 ]QO tlt 04.0 iN 7811 ISD 20A 163 R].1 Iw I0.0 183 t1.o 1N �W 71h 22.2 IN 233 IN IS.S 139 19.9 118 Ido IN 17.5 116 .j N Z NO 10.9 IRS 10.7 IN 10.1 126 10.0 IN Q reM 17.0 10 I. Iw 7 < N O TABLE 1B ANCHOR CAPACRY ADJUSTMENT FORMULA: N3mo�p Anchor Capacftv Tabl.11N ANCHOR CAP.-,_ s9minla 2.IApt¢rMe SAk- Ngmv CIAU Fne-u PT .1.1 (DP,)X( )-ANCHORCAP.,. N �' YIO'Eke VC 90 Eko dIB'EIFo 111.59 flce 910 SG41 A1361ea1 912 s1etl MULLION AnehoiCllp pallem9 ArcrarrYp. Y14 Eke Invc. ll-k9U . YIC Ek9 NVmm V1•Ek9 MblcmOBTAINC Y UOmm pDNlfiDla Ixa9m A9Da6ebr acme(057 score N57 saes tc3l USE THIS REQUIRED* T NDINGTOR EoN mtuae 9nY. t• 21IC f• x•vr sue• r R-im f• b1R' *74 S ale' aa1• 6AR{• CAPACITY REQUIRED'CO IRESPONOWG TO AN X Q O 0 EmKanml Mk Id//' 114' 134' 1111' S 1-IN• 1.11{' 1.111' 1•III` THE r 1 11R' vM ACTUAL PRESSURE REOUIREMENN THEFOR MU RAncmn O4.15•Nh.O.C./6WaN dONt1 CII91Fb.Ik 390m 3wm /Som BBOm iNlm YIOm 1901m 3Nm MOm Nem 341m Iltlm 660Im OPENINO,WHEN IT IS LOWER THAN THE MULLION dToo. Wp- MA WA NTA N6m WA A- WA 042 Poe BeSm 11t01m CAPACITY(FROM THE TABLE)OFTHESELECTE'DI630m Nom NOIm WA 160mISA2mMULLION.IT WILL YIELDAMINIMUMANCHOR2Arc1as00A5'MEv 4GIUaIP,1ao.ItYAkm.IFb.Ik WA WA wA WA IVA WA WA WA WA ' WA WA WA 1151es CAPACITY WHICH MAY BE USED TOQUALIFYH. ISSm 1101m Trim 3iDm 47S ft -ti01m t311m ReDm ADDITIONAL ANCHOR OPTIONS FROM THE tAncNreO1.16'Mev QC/i 6b.ek 210m 350m Nlp WA WA WA tw lm WA WA WA tVA 'WA Nllm 121m 660m ANCHOR CAPACITYTABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCrRUVIRED • • • ® m Iy151nB 55MUV I)BEE SHEEP 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Du001ryT 0Me Fbda S SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -y 1.000'r•- AOKVmwNo �7 �:OZ L w/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURES: Muni a3c Pro OW COn:ml 3)MULLION AND MUW ON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,BEE SHEETS 21-23. ® ® HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' TA11111 II12[ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. - N."••...•'d/A 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS.HOLLOWAND GROUT-FILL •'•�Ep% FIGURE4: FIGURE b: FIGURER CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOOD SHALL BE PRESSURE-TREATED r A.,• YELL0WSOUTHERNPINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.T5AND BEA MINIMUM OF.125• I No.58705 •:* THICK STEELSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT I•XrX.I2 MIFLIGN LEAST.126'THICK AND A30.ALL ANCHORS INTO METAL SHALL EXTENDAT LEAST 3 SCREW THREADS BEYOND _ THE MATERIAL. p108.912 ANCHORS INTO W000 MAY BE STEEL,18.8 S.S.0R 410 S.S. UU��LLLL��J ;0,�-.• SATE OF •i LV�� Fs.:F[ORIOA..%'\tom: ��'�S��NAL 6NG�`• A.LYNILR.P.E. FL P.E.#58705 TABLE za M.10s6 C.Puttv Tablo Irbsvi GPpnbS Wloth(totwip4197+Fpmlf8mAm)arO o61RIHelahtaprt6xEzomoUylPanNg min=) mN mN TOIn mN mN 10016 imF t10e1 lwN 6S RW110uW TnpOWP Rmeryelu Teepl Gam RB010aluW T.p760m. RoclOgReu Tnp168ry. Ra0Yr4a0f 11ApT6Yg RWa6T1u -pTo R R.t w. Tt0P11-m KsOI B- T-P-4 PdHFp�lu TapliMm li I- tx2x.370 Wa6uq LoafW Lom#m g$L.00A1 1aem0 LOaW10 toapm "P111B $gtoedaa �$•IraslR im&v Ila Alum.TuboU �' �' I ll ,I, MuWOR 11EXX II I ill l I II I II II I1 111 1 1 ll I- I1 1 11 1 11 1 11 11 11 z � � 42N 1100 600 110.* 4v tW7 i'a011611]d618 -a 6B} IE4B !t1 me 6m Imo so 147 om 1.o 617 ..8 � t660 01) 647 em 1948 617Qts 50f 1142 410 640 Fm 104T tm T40 6W 1020 39B eT.O 600 09A aBT a. I� 04o Us 6p.1 ODT mA tte ai4 600 WO b05 340 m! Da.D asp 6p67pIn 1mx 400 1110 31B 400 B4B ]Il )l1 156 80.. ]61 UB 458 64B 300 00,8 100 0f.] 411 61.000.0 a54 43b 464 00.0 35B ]l.0 450 000 400 .4 456 Bao 330 z D_ co T 300313 42) 400 all m 346 - 6U 3f3 316 {00 01.8 313 ]4T IM eU 213 UJA m/ 340 >N 44A 000 a/A aN I3.o x57 00.1 ON 420 2. too 3x1 40.6 ]m IIx m4 406 Us 106 321 NSmh 33e mt mA x5T 2B6 44x 1b 344 ]B0 440 .1 se 101 346 2]7 m x09 WL T31 a, - ]42 - x24 201 Us as - ip1 314 as Me 2m/ :1 .4 mN N4 1G0 40.0 x00 330 M 424 >'6 334 260 VA =1 R] 200 a41 216 140 x60 316 .5 x34 M 140 21] 146 26a 00.0 Y10 141 160 27.) 2m 1a0 . 21) x00 T0F 30.0 003 3TA fpB MD Tit ]22 101 M) 006 20A 188 a6 as 164 t65 00.4 as and Itt 140 xM mi m0 16D as 213 1 120 las 148 1m 11.3 ]x6 140 116 Y TON 004 300 a2D IIT 23fi x00 T.2 1TJ 1LB 100 218 170 1A2 200 2Lfi im 17"0 100 18.) 16f 14] 002 14i 100 120 200 t0.1 100 148 N2 149 16B 0.6 300 16.0 1SB .��II Z mF 143 fm x0A 13,6 1tt x6.1 165 x¢1 102 TLD Sm 11l tm 1A7 tm 117 fp1 141 -1-vi 142 102 446 im tLB IB] 10.0 162 KL1 1ID 1l4 tm 40 100 1/] im a1 J "' v mF 160 iM 14D 114 16.4 YM 141 1M a D]N %21 19 1 1.1 113 I F 00 £1 G TABLE 28 ANCHOR CAPACITY ADJUSTMENT FORMULA: 6Cn BS r AncholCE ac Tabip Iu6 ANCHOR CAP.,,, , W X 6+t1B++sE.A YaAihlsa[s 3AACm0. Ruarcuv ibwt4Rf n wRi mu)X( }=ANCHOR CAP.„, tYT 1Y N 4 xlv Em U4.48EI.Ltv-111.44 EF0 p106m1 p12 Bme1 11261W MULLION V.P.,,a.a. N AmborClt Patlemx -WTYP1' wL11Irm. U4•EFpUlt.. If1rE YI0•EmUmOon /a'DepU.Oan �' X 3i'! 3 3 P A10RWIa VV- Amrmna aeaw lcs)6Bm11as) 8--05) USE THIS FORMULA TO OBTAIN THE'ANCHOR EgfaaSUAngnx-vr 1• 1.vr ss• f• 2.vr 1• xfn• r tvr r �11 pu• amt" CAPACITY REOUIREO'CORRESPONOWGTOAN OgN Em.M.ea r t.v4• W1• Ina• 1•v1• 1w` 1•vv r 1116 IS4• 1001. ACTUAL PRESSURE REOUIRF.MENT FOR THE $MtbOPENING,WHEN IT ISLOWEATHAN THEMUWONSS 1mb WA WA WA amm WA rw WA WA WA wzm 6asm Ifmb CAPACITY(FROM THE TABLE)OF TRE SELECTED1An4gnB3•MNaGr(2)msAn010 a1palvyat 70000 60000 I6mm itm aam 6mm WA imb i1e 1. emm lmxm 60000 Bmm 11mp MULLIONATWILL YIELOAMWLMUM ANCHOR WA WA WA WA IW WA WA tGA !UA WA NG TO WA 1i5m CAPACITY WHICH MAY BE USED TO QUALIFY foam xam N6 b1 m 1. nam lamtt/t6s 3ro1mterm 3200 1731. 'rob mim xmm ADDITIONAL ANCHOR OPTICNSFROM THE ]mm WA I6A WA WA 1W IBA WA WA Na4 WA WA 511. 4421. fimm ANCHOR CAPACITYTABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTEFNANDANC214RVALUE3 AS THE STANDARD CLIP. FIGURE 1: FIGWE2 TABLENOTES: a ODUCrRRWSBD C----- � • dt•A6NBPMda�/+ 1)SEE SHEET I FOR WSTRUCTIOMS ON USING THE7AOLES AND SHEET 25 FOR INFORMATION OM LOADING. No SEESHEETS24 FOR GENERAL INSTALLATION METHODS. FIGURES: 2)LINEARINTERPOIATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. � .Ux'm3 P uct omlol 1 3)MULLION AND MULLION CLIPS SHOWN ARE NOT IM SCALE,FOR EXACT IONSDIMENSIONS,WN ON SHEETS 21-23, 2,000' 111111r) FIGURES HOWS GGEST1HEG,FIELDOXIMATE 10 HOLE L CATIO AL RESTRICTIONS SHOWN ON SHEETS 21-23. �1. Ny LYNN FtGUR£SSHOWBUGGESTEO,APPRO)OMATE tiIX.E LOCATIQNS, � O•;•.•••• !j1�i ANGLE CUP MUST BE USED IN PAIRS. :"�ACENSF'••,Fy^i CONCRETE T E BLOCK N IT(CMETE SHALL L CONFORM TO ASTM C41SPECWOOD SHAH BE PASSOW D G TREATED 375" w CONCRETE BLOCK UNIT(CMUj SHALL CONFORM TOAST.G00.WOOD SHALL.BE PREBSURE TREATED _: ';' ••*C FIGURE4: FIGURER FIGURES: ND.58705 YELLOW SOUTHERN PINE WITH AN SO OF 0.85.ALUMINUM SHALL BE SD83TS AND BE A MINIMUM OF.128' • THICK•STEEL STUDS 70SEAMlNIMUM GRADE37 LEASTA25'THICKANDA36.ALLANCHORS AND A48'TNlCK(18 GAUGE}STRUCTURAL STEEL TO SEAT 1'K2"X.S76'MUWON INTO METAL SHALL E)tTENGAT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 010&012 ANCHORS INTOW000 MAY BE STEEL I&BSS.OR 410 SS. ''�•'. j`;•q�S }��4 ~r per•., nTE A tVRN MtLCEfR,P.E. FLP.EJ158705 TABLE 3A - . MIbse Opanln0 Wiaih{t0rulOon Co ecTabl4 a4Mm9f5WMTQttazDatsl o74RCPIne H118a1(iarta4mAtsilp2RlrritG malas} L,••r SON WN -i0N WN OOb too ii 1aN '14bh lath a1L5II 0.Q 5%2.76% RecNn9:Nr nlpmug. 'ft-w- Ra9r44RroHndNr Tnp?6vIs. Retlatgdar Ttt{JIIlm9 RaUae49X Tmmr4 Re-kW- -5701064 fltwptr 'aaamimd fu imA.mwig: Raa14WAz Tr4af10N^d }4 A75ADm. t9Waa tmdnD �$tLwdnp 79aQy gWQaD taadtg Lu3ro $$tw3a Landry WPg9 ipa6np LuyB.q yod� 6mdpr LUQngD $`U.&O I.M.n$y9 X04, Tub Mu010n i3� � � 5g b d� ,I Z o 01 /2N 1704 pm 1r0.0 -/1p ImA /M 170.0 110 1mD ape Im0 00d 1m,p o0. Imo pie D0.0 b10 ImA NI im.0 171D 1740 all I4aT lmi litA 6x7 I273tml ImA NI 111.0 1]01 trOA pit J NN ImA 700 ira0 5Ti fm.0 Na im.9 6w im0 90. tm0 Wa tm.0 iixi tma dpi 151.4 1430 1704 WI I- it. Imo apo Ifl,0 ++39 fma WB piA' 1139 tmA C80 A4i HON Sm4 W.aSN 170.0 TR Im0 663 ROA OW R04 WI 16/4 t0N 80.0 581 IW,p IDu Imo m 1wS IWT 1zoo 71I 111- - IT- IN a.9 to. Inst 755 W.0 ION tmA TW 7].4 lou I1a0 TSB � 2•� 00 UN in. 787 Rao Btt I1L} 1" fJ9A Wi 130.3 90T HILT 730 f7a9 as, INS im 147.6 or 118.0 JH 81D W7 filmf-61 ,12 w tient m7 0.1WT 14mo m9 ass W7 two la m p 0 Wb Rt.i 1W 167.6 @p IR$ Jas IW] all 1044 ma 1160 pap 142 I. 1W3 600 ie.4 736 aA 0w m.0. 735 DS.I 735 ol.a 571 tai Toa 914 614 11.1 r3! 01.5 574 Wb mu; aW 1310 STs 56t$ 001 itI$ W7 NO 0.W 969 wT m1 6W 0.4/ 534' 47.1 WB d49 417 ma dal' me W6 76.8 65i 474 pal m NI N.t �4% 754 N7 WN 1WA 001 1121 Sa WS 607 Dat alt 747 WT W.0 ml ass W7 71.1 its WA 80T ll$ 188 W.0 047 57.9 .1 67.4 416 374 507 01.7 171 331 707 87.7 411 Z61$ 510 63,8 141 W.0 480 m.0 4w as it 043 420 bf.o-6M 529 H9 444 810 63.3 R3 40.6 No NA "a 454 m 283pig 144 30. 205 pi4 11.3 399lob WA 4W TLS tW 57A 450 91.7 307 49.0 186 61.1 3W 134 1W MA ]i0 31.0 4W NA 373 31.7 150 41.8 IW N.1 30. 24.5 450' mA ]pD xil 4W SS.1 SW :3 I78b 6/2 /]6 874 Sat 616 133 654 SIS 16.8 ti3 iaA WD 46.t 433 i4i 354 Sai 433 `M9 155 32Y 431 m.t 435 UA 344 220 49 320 Ni 120A I 435 321 sal Z) •�-• 901, 41$ Sa U.I 0.0 31.0 321 W.1 T41 Zap 10. 311 200 Tal 10. T4] 0.p T13 317 25.1 x71 TOA 377 0.,7 2W 17.4 321 21.0 262 14,0 N7 Jos IW Q M Z Q oat, w.4 28t 15.4 ?pT S4r xpT 294 2N ILA 2aT 240 w0. 214 x87 x4t 3N tat 2pT 20.9 .0 ITT 211 143 237 Y4A T9 1. X tWb 243 20. 21.7 a5 WS a] 200 ml i7A Ta I" too iS.f 0.r 140 IW co 0.$I IM 01 2T3 Zip 0..r lw 148 tis tat sat t49 Tia Ido fee 10 h TP N =1 X Ialn 178 tw 17.0 tai - N TAHLE38 ANCHOR CAPACiTYADJUSTMEI4T FORMULA: AnanorCl 991 Table Ibp 6uMwr 2rAcncnia tax4ne<. tbpawvpu ANCHOR CAP..STM f9 f$tu PTANCHOR CAP.,- p'm2 Arsfdrypu Lte lkptouewn 1R•EDa 6Ncon �r Yid'E11949man 1M Eka WSectn iH'43Ek6 NIB•Ek4 Vi'SO EKa lt08N6 /7Tp t Otx$iM AneharCippewin. uux9i Ap:moaty upnl0n aWrogal9r acrcl latl oemaIts) Dani(w) USE THIS FORMULA TO OBTAIN THE•ANCHOR - d Elm= a{Nt r atrY t• T-Vt• Yva' t• x.lrr 2: atM 2• ata• 0.61• a e CAPACITY REQUIRED'CORRESPONDING TO AN EmhednMi Nri• id!{•- iv/• I1+P a i.uv t-tn• I.rM t-IM I.1R• I.1M x• I- I Iaro• wdn ACTUALPRESSURE REQUIREMENT FOR THE IAmian®1.16'MIn.O.a ISYM60artlhtl Ok fy.13 3905 SWp -t'Ap BBOIae' 1&Ip aop TW Ib SSIp ]IO 1145 W1p wap 3115 Nx150 p OPENING.WHEN IT IS LOWER THAN THE MULLION 4Aaolbnm/1T7A4oc.JStntlsdi«ame01a9 2T 4wp map ruA wA R9, wA Salim wA 0.•A wA run 164 Wx ma aWp 41WW CAPACITY(FROM THE TABLE)OF THE SELECTED /Antivn®s'W4gatRlbSAlpMiapv l(7N.si iW m1 TWp BW. t"". IOWma 3tap 6Wp I9A 7605 Jet. 6011, Mama Wap WSib 17205 MULLtON.ITWRLYIELDA MINIMUMANCHOR TAnnbn®OAs•IAn,ac.iu11b.1m.xs•ANm.IFb.1k WA WA RIAWA wA WA A wA WA A IUA WA WA wA trap CAPACITY WHICH MAY REUSED TO QUALIFY IAMniF iFg.at x AnoAmh q.glF (F1,.e7 nap I}Sp rtoMs lrrp Nava 567 t4 xi1m1 lrtp IJs7p5 aIRlpb 3SWWpp ADDITIONALANCHOROPTIONSFROM THE /epSaa55 ANCHOR CAPACITYTABLE@L6M NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHGRVALUES AS THE STANDARD CLIP. ("DCiRCLEDVALUES ARE USED!N THE FXAMPLEON SHEET 2,L RODUOFRBVISBD V �rly7aDtN Qlayk" O ,1, weF6nco�W FIGURE is FIGURE 2: TABLE NOTES, i• t)SEESHEET i FOR INSTRUCTIONS ON USING THE TABLES ANDSHEET 25 FOR INFORMATION ONLOADING, d1 ap6YTa6ua Cantl6f SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. III11 FIGURE 3: 2)LINEAR INTERPOLATIGN BETWEEN MULL LENGTHSAWDiOR OPENINGWIDTHS IS ALLOWABLE. 11 tY f/ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR E%ACT DIMENSIONS,SEE SHEETS 21-13. 2.750' PS�'•t\CENgS:'•. • ® HOLES TOSEOR{LLEDIN THE FOLLOWING DIMENSION&RESTRICTIONS SHOWN ON SHEETS 21-23, t � �' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATION& No.50705 t ANGLE CLIP MUST BE USED IN PARS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TOACf 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE4: FIGURES: FIGURE O: CONCRETE BLOCK UNI T(CMU)SHALL CONFORM TO ASTM DSO.WOOD SHALL BE PRESSURE-TREATED anT YELLOW SOUTHERN PINE WITH AN SG OF BAIL ALUMINUM SHALL BE OD53-TS AND BEAMINIMUM OF.I2W 1• FS Qf� • TI��`_ ® TRIG,STEEL STUDS TO BE AMINIAUM GRADE 33AND X4S•THICK(14GAUGE).STRUCTURAL STEEL TO BE AT 1'%215•%$96'MULLION %��C` FLORIDR \''�4f� • ® --� LEAST.12WTHICKAND A30.ALL ANCHORS INTO METAL AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.0106012 ANCHORS INTO WOOD 7AAY BE STEEL 1B•B SS.Oft 41OS.S. A,lYfdNtM)LLEtk,P.E. FL P.E.p 58705 TABLE4A t&6, Mulllan Capaottly Tab10 SMT ea. Openlna Width(forwr9m0rsp%dry nufi=)orOpenln0 Hibht(forMd>Map�6pairSre mlrtorn) r SON N7n loin NF OOw "" - Slow 1mF t/OM INw 1Y2.76Y R.clwyly ISe}YT.ag Wgw6A.r -TrepTivO. R6gvgAv TeplBny Ngenply TrgeRavq. Roclvp4v Tvpalvq. WgeipJv TryJfdenO. ReOWpiv TW/fAnp. MWMAer innmwip. R.Imptiv T�S'illup p ;r5 taef-a INdry laadna I,ma�7pylq ggI.." Iaedag Ladw gL�lq U.dvv UPIM Lmdiq lNSmp yglpeS+9gq badrm LaeJngO gLud�p leeAnp VyawrA �Ye p A Moon � �. �. y o y � � � 8 � 6 6� g � ci G�' 8` a � � d d$ s co IN, 0 42w 170.0 470 17MO 435 noo TN no.0 173 170.0 603 120.0 808 woo Bn 170.0 518 170.0 life ITDA 531 170.0 1x0 IRO 521 110.0 14M 170.0 521 IN.1 Ism 1m.0 Sx 130.. I0.m n4A NI J � Nw INA 706 11.0 N. 170.0 No 1700. SN IT40. 603 110.0 610 170.0 1136 1140 061 1740 1215 17U 321 170.0 1417 1100 BN 141.7 1417 170D 600 121.5 1417 170.0 ON 100.3 1411 1700. 050 n K 5 N 60.0251. 170.0 747 170.0 SN 1mA ON 170A 431 im 1040 IT0.0 501 na. 11. 110.0 770 1620 1260 770.0 740 1404 1200 1240 159 121A 12M 170.0 IN 7013 120 170.0 166 BIA 120 170.0 TN W G Q NF 1Too TW 1R0 412 VoD 0.N 110.0 601 170.0 lila 120.0 751 150.7 1170 170.0 No 1310 SIX 170.0 0.n In. IIN Ime 450 INS IS. Woo WI 40.1 Ilm 170.0 Nl 13.3 1IN 170.0 am � � N SOF 170.0 aM 170.0 701 1404 %5 103.3 731 1%! BIS 140.5 740 iloD 013 132] 135 270. BIS In" In 42.0 015 HBA IN 73] 015 114A 716 ata H! 111.4 715 N.B 015 111.. TIS J qi. 151.0 aN 101.0 710 IM 330 INA 0.N Soto 620 123.2 001 91.0 W 112.2 070 aM Wo 104A W Me ON 021 00 034 650 01.5 040 NA ON 011 510 47A 'aN INA NO � � N Nw I.f 751 14U NO HDA 757 114.0 aN S- TN 105.0 NI 32.6 Dl Got 614 M4 757 D,1 No W.0 757 a1.2 IN 640 TV 78A S l IT8 757 7. 501 11.7 767 76.2 NI $ � �2r nF 101., BN 4- 552 N.e aN 01.0 SN 121 470 60.1 530 m0. Na Tl] 5H 350. NO 404 SII 00.0 070 023 640 120. BN 37.7 alo 304 NB 643 Ipi ll.a 638 NA 107 Taw N.S 571 BOA /m 721 511 Tay 4N 0. TI 61.1 110 541 511 m0. 471 140 371 55.5 4IM /3] STI 404 459 37.0 571 17.0 Ni 40.0 SII 143 /n 27.0 STI 40.5 NO Q TOM 80.0 W B3A ITI 041 512 70.0 N! W. 517 62.1 4% 640 512 55.7 /1B 40.4 512 51A 403 40.0 W 47.5 437 11.3 512 129 Im 29A 612 40.6 125 70.0 !N 10.1 123 f Q N No, 621 101 411 x1 NA 407 DA We 37] 07 DOA 400 32.5 I% 343 10 240 107 021 Wo 28.0 101 ma 3x 21.7 4" MI 327 ta.a 401 x.l 917 184 101 220 ]IB UT tlZ `o a6w 128 840 40.1 >p 40.8 358 37] 314 30.7 240 32A NO 70.0 358 24.0 340 23.4 340 70.1 340 25.5 3N x.0 200 174 355 21.0 2a0 15.3 340 10] 2N 113 Xd g� 108w 70.1 ZN NA ZSS 241 2N,,2a. 251 310. 240 7L'1 211 taA 283 _IDA 240 141 2W 140 210 75.1 707 1Q5 237 Wa, HIM 27a 270 2a3 x3 211 ml 228 m 1B-0 201 70.0 m! 17.3 mi 143 ml 10.1 267 19.3 228 Y Y U x a 3 3 IAN ao 270 223 >lo 10.3 270 faa 205 SIT 20. le] 702 + Q � TABLE4B ANCHOR CAPACITY ADJUSTMENT FORMULA: AeohUC.acl Table(Ibe ANCHOR CAP.,o,,,, snmwl6 vSowomn 3.sx arc. Hwa7uw Fue0 raw FTWmtl Nnm (DP)X( )=ANCHOR CAP_ ylr Elw IN'SB Ek.NIS FXo 114.O.Ek0.109tH 11120 USE tl12:31M FORMULA TO BTA AneharCOp Pa8um6 AVMr TIpa Y79 EW Ul6.ev1 I11•EkS UaneN 'FJeSNVman IH1 Ek.Uhcan 70.x70 aa7RGuu unn.m Apy<Oa6a swea(Osl aceta(031 ee:w(as7 CAPACITY REQUI ATOOBTAINTH •IN Eape mwrcaMT t• b1A' r 2-ur sw• I• a.trr P 2-vr r 3.110' r 440• 461•" 0.3x' ACTUAL PRESSURE RE REQUIREMENT R H AN 'En0eMimt. W'1• IdB• -1411• ts•1' 1' -t-pa 111r I.v1• t-t N• 1111• I,U1' r tar tare• rae. OPEN IN,WHEN ITISLO IERTHAN THE MU 2ANIwe N415•Mh aGiswMVUv0.Teq¢p pia"17 37ow ]Sake 14070 emk. 1N1W 270. 2.1. 3Nw ISO Fe U... setw No ke -xIw 1411. ON OPENING,WHEN IT IS LOWER THAN THE MULLION IAn4Mv®I.tY MF.o.c lswd.ilvamU74ry 610 a1 MOOS Tooke w0. SIVA WA WA '-1W w0. w0. w0. w0. w0. aN k. 0401 n3Aw CAPACITY(FROM THE TABLE)OF THE SELEGTEO IMa1nv®3'wA 0.6714 h5Arah(Ap5l pq.e, INW ,N 170 aeaw 1040150 lam m. No . 6001M WA- 760 k. 71ow ee0ke' 1-1 lotw nmw MULLION.IT WILL YIELDA MINIMUM ANCHOR 2-@O./5'Mn.G.GlSSa 0 .S2YAlum.(Fp.13 WA - WA WA WA IBA H:0. WA WA WA' WA' WA WA WA lt6w CAPACITY WHICH MAY BE USED TO QUALIFY IAatvrl Fara ffV.a7 Iw ke Hsk. nsk. New On. 1Nw 1401. In 4e 370 ke ler`7 mat. 171. volae ml IN zloty ADOITK7NALANCHOROPTIONSFROMTHE 2ArcMa f.13•IM.QCI FaIIp pp.ak 210w 330w w0. WA WA WA 1Nw WA WA WA WA W. x11. IN lee 640 k. ANCHOR CAPACRY TABLE vADUScritEvIsED NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN ANDANCMOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. aB�Neg Ibamdda c0YD11mo No �S,Q FIGURE L• FIGURE 2: TABLE NOTES: - o. �Z�G --I 1.00D'I- 1)SEE SEESHSHEET 1 ETS24 ORINSTRUCTIONS OLATION}THE TABLES PND SHEET 25 FOR INFORMATION ON LOADING. uNbNe Nalucl C5mr.1 SEE SMEE762-4 FOR GENERAL INSTALLATION METHODS. \11111IIlillll 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS AVOWABLE. FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 276P ® FHOLES TO BE IGURES SHOW DRILLED IN OE APPRO%IMATE HOLE LOFIELD FOLLOWING ECNASTOONAL RESTRICTIONS SHOWN ON SHEETS 21-2& ,1' No.58705 '�r ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE$HALL CONFORM TO ACI 301 SPF-CIFICAMONS.HOLLOW AND GROUT-FILLED 650' - - CONCRETEBLOCKUNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED ��••'•, ��q/�s.e(V` FIGURE4: FIGURE 5: FIGUR80: YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE 806375 AND BE A MINIMUM OF.12S -O 5 ATEO /(/ THICK@TEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT i0 •;FLORIOP,:' \?� LEAST.125-THICK AND A36.ALLANCHORS INTO METAL SHALL EXTFNDAT LEAST 35CREW THREADS BEYOND 1'%276'X.850'MUWON ��CCS �" ® e II II II II e I THE MATERIAL.410&012ANCHORSINTOWOOD MAYSESTE3,184S.S.OR410S.8. 'TS�ONA�Ee`� A.LYNN MILLER,P.E. FL P.E.#68705 TABLE bA .. .. ., Mullion Cep.1ty Teblo Pboel OponIn8 Wplh(fNvodA,,*y p9Mru INGum)orOpOnWg HolAh1(rorinimKo6Y Bfti10 m1r4 ) WIP 'Win - Tom Wm I go In NON .. 120M lob IWM Reclv,p5v R9prUmp R9chnpJu RL.0,,g RL.&Vv RtAdW PSUSyIv TnMllip Ru i;Nv RApTOanp• R4fturra ILodlalg Rv;W19 TreyTSvp. R1Olaiply RryV70uq. R5Hvp11v' TmUfOmp 1"13,926°M LOOdyggB LaOre IaMP�$O LrMBA WI+W F�$Un4re lu#nyA 11 gnlo#ng0 LalAigq laClq 11, ,,�N h ltImB,IA b#1q b#170 I,w,Oy LmOnA IoedilA00 e8. G� � 0 6� �' Tube Mull r731 g o @M 170.0 Bmf +TOA lL 170.0 711 RC.O 4a Ina 0.5 170.0 545 170.0 ABI 170.0 519 Dao His tNA $21 170.0 +240 170.0 $21 170.0 qW Bao W1 ROA IM DOA 921 IMA law Dao W1 J w /5M 170.0 iW +704 W1 lin 550[ifll w 1Ta0 Ow Dao 630 iT0.0 fR3 17170 011 Imo Ina i1Q0 917 1M.0}Ni 170.0 Bm 157.7 1617 BOA 000 1u.1 1577 ti0.v 0.W 116] +617 Ro.O 000 � Of N 5042910 INA 717 170.0 557 +70.0 609 001 INA INS Dao"CN 1704 1125 INA 723 INA INS 170.0 7D INA 1494 ROA 100 14IJ IW IT" NO DIA +195 DOA 70 IWO 1175 Rae 7N w G� O 9/117 170.0 797 170.0 012 110.0 W& 501 1760 1110 R0.0 731 170.0 1175 110.0 603 loal lel 110.0 517 110,9 la1 170.0 SW R1A loll ROA ml f05A 1/01 170.0 001 50.1 1101 +Tao 001 In cq N DO I, +70.0 083 ITe.e 101 Doo 7093 To 1003 IND 170.0 BIB 101.1 1100 117.0 426 Ina Ilm I 1 /ILO 1150 119.7 oto 425 IIW las 401 TAS 1799 IN.6 Boa WA 119e 1144 Am �O mM INA am 170.0 745 150./ 1NB m0 17T•0 IN9 +65.5 No Dae 1N. 111.7 NB 100.6 INS 6 41.9 IND 125.5 520 104 INA HAS WO 00.5 IND 11&0 big 50.8 1009 Hag 519 � N� � n S mM 1566 am 1704 To INA Am 501 1141 0. R37 755 INS 013 121.1 775 924 ASS s 511 Am lee.4 TV %a wS So.$ 749 50.0 Om Bal Tb ut ms ASl TN Z wOW A$P� Tam 125. ml 151. sn lo4 CO] ae2 914 BN 101.1 070 M3 M AIS 950 71.4 900 9 011 011 7a0 erg 51.5 501 Tat 002 IS.B 00] Bas 528 10,1 Bm W,l On 7 NJ� a 0.Z Tali 1002 MI 114.1 500 41.0 721 015 NA Ill 00.1 505 ma RI 76.5 $05 90.7 721 N.0 RI CSA 670 19.5 121 WA [AB 30.0 nl 5&e SBI 71.1 721 55.1 500 J6 TOM 101.0 ON 103A We NS 501 597 723 501 IBI 575 m.t 501 70.4 mT 50 M s SS4 901 -SOA 531 12.1 091 N.I 011 70..1 m/ 510. 576 314 IN W. 531 Z � : er G WM 6&/ 611 m.A 100 01.0 511 51.3 IN ITA 911 WA NO 11.1 311 IIA 133 36.5 ell 7 VA 614 0.A]' 421 27.1 514 510 4R 21.5 514 mA 400 MO 514 29.0 103 F In Z '- BBM 512 IW 59.} 101 0.2 IW 4TA 390 00.7 152 /fi.B 390 ]1.A 152 354 704 7&+ 452 0 27.1 452 903 ]73 nA IW MA US� 19A 150 713 3% ie.8 152 224 ]59 ImM 35.1 357 Ss.B 722 11.1' 351 50.1 317 ".2 357 25.1 912 17.0 751 253 300 21.1 557 N 10.0 ]57 204 200 10.0 357 15.0 M ISA 357 163 207 11.0 ]51 15.0 223 111M 35.1 Sm ]5A 105 172 575 ]0.1 301 25.0 ]]6 29.1 200 214 7'19 17.1 172 18.9 ]IS 00 f7.9 07e I&0 261 1/A 319 I0.5 270 124 375 01.5 273 17.0 300 17.0 260 F A•'1/TON 27.1 ?W 153 ?m x11 259 1].l 239- 10.8 250 0.0,9 255 170. He 15.1 250 141 250 0 +a& Zm 11.0 1b 11.8 >.t4 DA 210 B.B 250 11.1 234 5.T 250 104 273 U x Q O 0 Q. TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA. yZ AnehOtC9 0.G Ta016 Ibe ANCHOR CAP.,,°,,,.. 'Sudbal� 21<OM a SmCme. - dew qAU FRMgAV PlW�O IAgC (Dp e)X( ) ANCHOR GAP.- Mild TMW Y+6.1[4+0000 VY EYPU61a[ tl14 Da Y+6'Eleo Nldm ll1•F1tPU1d6m .-SDEX. Eh6 VI.69 DCA 5+16189 /1251xl 5R61a1 MULLION CAP.,.,,...,, AneM1OrClbl POH5m9 Unum AWW" V-W ASg der S-(00)6u 0357 66rW(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR Dperce Pal 1•-' alrr - 1• 'avr sfrY' t• x-vz- 1• 'xfrr T' 'sire 3 &1e• OAY O.W1' CAPACITY REQUIRED'CORRESPONDING TO AN Eme40em1 n 1dN• +tlY 1411• '+S•4• 2• r-ur +.vc 1.uY T•VI' +.1r/• t•Ila` S I.SA• +s'c vax9 ACTUAL PRESSURE REQUIREMENT FOR THE 2M0 -@47e5un 0.arsmmBOVOSetmplAp 11 00317 swn 0.50.1 mon 15H mf' 210.17 25017 007917 1011P '374 ma 60117 Nan SS+n Wn 76917 OPENING,W01EN 1715 LOWER THAN THE MULLION 4A-017KII 0AIeiAmq(vgeep 07927 15010. 70096 Iw IUA uW - 1750 300 is IVA u!A uIA 'IVA IVA' 002. bun "l+mn CAPACITY(FROM THE TABLE)OF THE SELECTED 4ArzIPP®suM.o.c:I tel g9Npb Tole 0y Tm 007 TAO. fie] 1550. Ir06m5 No 55017 uu 750106 71517 sen lawn wzn ease n-ft MULLION.IT WILL YIELDA MINIMUM ANCHOR 3AdM®0.l1'MM.D.C:7VC�,Mm.12YANm. 1) 'lIG 11% N. IVA -IVA -IIM IVA IW" IVA IIW VIVA 'IL'A- fuA IuA IOr3n CAPACITY WHICH MAY BEUSEDTOQUALIFY +Arcro- 9.6 19917 1wn DID. N6n can +um Inn 0017 Ron 107157 a12n- 0317 170009 n aen ADDITIONAL ANCHOR OPTIONS FROM THE xArclne vieuWorvla 9s sn IN um ILA IDA IIIA nu 15017 nw IUA IIIA urA mA S.I. 4- Won ANCHOR CAPACITY TABLE BODUCTRBVI3SO NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • 606k9 �PbNy/3,.. 1-1.000'-I m'pmB9HA 110 FIGURE 1: FIGURE 2: TABLE NOTES: �2p••w Dam ® Ill ® I)SEESHEET t FOR INSTRUCTIONS ON USINGTHE TABLES AND SHEET25 FOR INFORMATION ON LOADING. ® ® SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6001 APro0N+C0n1al 11111111 f1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE al Z51 `1�0\�y..,•„4fj((/i� FIGURE3: KENS F 3)M LLION AND MULLION CLIPS SHOWN ARE NOT IM OCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21.23. R e 9 ® 0 A HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SfiELT521.25 PIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. =x No.50705 .3Y- ANGLECLIPMUSTBEUSEDINPAIRS. - 4)SUBSTRATES;CONCRETE SHALL CONFORM TO AEI$01 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHA4 CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED 5 FIGURE4: FIGURE 5: FIGURE B: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL 5E 6083•TB AND BEA MINIMUM OF.I2W p%3,124X.5`MULLION O'. STATE OF 1[/� THICK STEEL STUDS TO BEA MIN4MUM GRA[?E33 AND.04S 7HIGK(1B GAULEAST 3 CREW TS7EEL TOBEAT (i'VF MULLION) '�(1`•':FCORIOP.•\'C9?: LEAST.125'THICK ANDA3GALLANCHORS INTO METALSHALL EXTENDAT LEAST SCREW THREADS BEYOND SS/ \:s ® ® ® THE MATERIAL 0106612XXHORS INTOWOOD MAY BESTEEL,I"SS.OR 410 B.S. r1 ` 5 A.LY&A�ILU��P.E. FL P.E.088705 TABLE GA �N MBlllon Copaolty7ehla(Ihesl') Opordno W141h(forwrtm*3p37Y1tg 11119Mr16)4r Op9n10p HolBhl(IurlR0mntall WuMlg mIscro) �q�' SON NIn TON NT wN 1 m 1m. IwN - Iwin L1 O Rea1eO04r bryMuq. Wcbredr TmpTdere. Ped S. TnWnma RL.O,r bepTNA0. RmlanOkler I.S. Beelereder TogmSre. Renmptlr bWiOmD: 19ePMrWr Tnplbre. RecWylr begMare. P p 1YOi.126 ImAN NeanO 1N4n9 IaSAre lwdre loWtq l.dnp lwdre Wdlp .e0re L.dnO L.dnp IPe4+A .Pare L.AnO L.Lp LNAre Imf,q y !!! N O LU ITh Imo ep 117101/n im.0 744 iro.0 In tm0 I aN Imo 1 613 I 1ro.0 I 9U I Inc 61B Imo 111a 170.0 Szf IIaO in0.110.0 521 1m0 IIN 110.0 UI 110.6 wag 170.0 UI 1Zl.0 7130 110.0 521 J W wh imo 7N 1540 Ou I= SM Iro.O ou 1m0 9U 170,0 No 170.0 H. sm. Bal IToo Ina n40 en I0.3 PM IMO NO 1545 1313 170.0 No 111.7 t.31IMA SN 91.7 IM 1140 600 b0ffi61n Imo 717 1m0 565 110.0 Sw I70.0 871 IT4o low 170.0 tN 770,0 1183 Imo Tm 160.1 1235 1740 111 113.3 1m5 170.0 759 II21 Dx 170.0 iN IwA 1m3 Iw.O 7N aT.O 12x 80.0 iN � N NO, ITOA nT na0 a12 Im.O we Im.O NI 110.0 1113 iTaO 761 161.1 11N Iro.O ew 1]1.3 11N 110.0 411 1m.5 1138 17a0 0.58 1028 1100 +70.0 wl N2 116e imA Eel 771 ifN 1mA 001 LU m O NN Um 0. Iro.o ml ix,T 1012 iTOA in IU" IOU 151.1 N2 IWA 1N3 loci NS 111.3 INS INS 0+ IWC INS ISa2 TBI 614 IOU USA 702 71.5 INS 113.1 7U 62.6 INS 1241 Tee BST Imo Soo tm0 n5 151.3 132 IN.$ aia 120.6 9U 1wA n9 MA MY 131.0 US 100-0 BU 121.1 US m7 6U 111.8 7N 75A BU INA T/5 NA 9U %N.o Tw 68.1 BU imo Tw 7 NN INA NT IlOA n0 ISO" Ni Iw.O 7N 11 S.1 NT I0.1 IN INA N7 I1r.i 1U 01.0 947 1067 TSB U.? N7 T- nT 60.9 NT w.l 793 x.l NT N.9 111 51.1 B11 N.0 711 Z V1�VVVV $ � UN 136.9 NO 112? n! 1133 N9 121.0 722 07A N9 INA Mi 04A N9 0.4 696 75.5 N9 13.7 6N W.9 N9 MY 6n s6.8 N9 n.3 6N CLS N9 TS.5 652 42.5 NO .4 Nt j 0. roN 116.5 TU Im7 ESS m3 TU 1026 652 eLa 761 13.0 6o i2R 1U A4B 0m N.2 TU 71.2 CA 51.8 TU 893 815 10.7 7U 62.9 of 11.3 TU NA b9! x.+ iU NA 583 J N Z fTah INA TN 111.1 - .0 n1 NA UI MI 7N 529 609 W.. Tb 744 SU 60A TM m1 w+ N.1 IN WA SN 13.3 IN N.3 573 382 TV NA N? 33A n1 W.b 665 wN MY 513 11. 133 mo 615 0.7 4n 127 SO M. Mo ISS 813 47.1 4" 35.0 N3 125 1. M.8 N3 J0A Iw 20.0 613 31.0 43B NA NS 321 150 2I] N3 x.! 4m � Q � Z NN Ns 11e NA UT 47A 4n UY 410 lag 175 w.x n2 ma ge Sas tae SLA 11e Ns Iw m.T Va Seo Sw nA 170 m.1 SN ws 11a 215 NO 171 Im nz ge N N $y� INN Q.33n 11.1 Nf 315 ST! NA 353 me 3n Sao 330 202 377 26.0 1 325 1 321 3" NA 321 m.I 3n UA 317 +BA 3n 18.0 313 14A 0n U.1 301 W 8 INT 37.1 x1 3TA U7 30.9 ]si 31A 318 mA 397 U.e 313 m.x ]n to 309 Ros 357 no Mi ta5 561 tat Sol 13A SST 17A 2N y N ImT R41 xe 18.0 x19 2lS 105 m.1 x11 31.0 sm 21.7 aro 183 SDS 11. 207 WI 1. 11] tN � x Q O O Iub IT.o 212 fiz 190 a"' Z N N TABLE BB ANCHOR CAPACITY, TMENT FORMULA: g0 Anchor C0 CII Tabl9 lba ANCHOR CAP.,.,,,,•• au.lma a22 mc,re 1s9om. xaosaau cmm N4u Pi15b. Maw (OP)X� )=ANCHOR CAP.,,, Mt6•Eke 1/P 69 Fka M18'EICP Iw•BBEko MIS x1 0121.1 81261etl MULLION MChOICBp PBDem9 '��T•', LIP EkP MB.cOo r1'Eko pNNw 911e EkP Ubao9n 111'EkP phlc. MheGm AUroOata M.im Appmoebr aoav LBSl 9uev{a5) euea(esl USE THIS FORMULA TO OBTAIN 7HE'ANCHOR EdN mwxe Mk I• atm v 2.171 >•ve• I• 2-w• r 2.12• z sue z B.w• 0.N• oAN• CAPACITY REOUIREW..CORRESPONDING TO AN EmNdnmt Mk 134• 13'1• 131• IJIP z I-I/1' t-tl1• t-IR• Lw• 1-. 141 T I.r 130• 1313 ACTUAL PRESSURE REOU IREMENT FOR THE 2ArclOn®1.ir MTO.GI6WtlrtlmObel['ep(ry.1521' Sw Ne Sw 1. 1501. ewm I.- Halm 290IN 3NNe 710Na n1LN N. MI. .1ma 1121. sw Na OPENING,WHEN IT IS LOWER THAN THE MULLION 1A..n 02.1Y MN.oa/e4.n Ironed UP Or0.3): T.. Tm Ne -Seo ba idol. OU WA aN1. WA 6a Ni WA em N. WA Nem NSI. nom. CAPACITY(FROM THE TABLE)OF THE SELECTED 8A _a1.16•M1M.O.a l6lydad(...m COV pro.4) SCOW I- WA WA WA WA 7N 1. WA WA WA WA WA 1x51. I mbe Uwp MULLION.IT WILL YIELD A MINIMUM ANCHOR IAnAm®rMh OAIg1 a.8Awb 0]pv/Db.6k rx 1. NBT. 16801. IBwCq NOISE 5801. WA ]NM 101. NON. ta92 i. 1321. N51. Ilw be CAPACITY WHICH MAY BE USED TO QUALIFY OMO.n®r Mh on/g)US A.V.BAP l CFO.t) IIm1. Dm 1. I=IN m. 2N1 N. 0.10 Na NBIm IIIA 11131. 'In I. I3mM mx 1. ION 1. nu IS. 1660w ADDITIONAL ANCHOR OPTIONS FROM THE 1Arci0n®0.11 M1Bm 0.GTUtlIp,Nb.136'Nvm.(FO.ik WA WA WA WA WA 69A 'WA WA WA WA WA NIA WA NIA IIb R. ANCHOR CAPACITY TABLE. PRODUCTRBVI9® 2M UalU I-O.0 r WlR9.0k 3506. Sx na MI. 705W 1166. WA 2N•. WA 315Ne WA Iwl. WA NI Ne 1111. bw 6. w 0g1Y999wnhlbl7atiAa A A.Sr.CE. ,MIAO.C7E SAM HOR r00Na WA WA AS NT x01. WA WA WA WA WA N36e OwID. 11mlba Du0dN17-_�}�Lu NOTE:FOR THE OFFSET CLIP,USE THE SA'V'M 4.OR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. --�1.000' IMN TABLE NOTES: �Aieml ePrWv01 COn1ro1 FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B:FlBGURE 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE \11111101"'. • SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. :��`t�ON•...•••.•Mq�• • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • e • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMEN&ONS,SEE SHEETS 21-23.HOLES 4.000' = No.50705 TOBEDRILLEDIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW _ ;� _ FIGURES: FIGURE& FIGURE7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. ��' �` • • • CONCRETE T E BLD:KCONCRETE(CMU) HA L CONFORM O AST SPECIFICATIONS.HOLLOW AND ETRE TED Y ��'. • CONCRETE PINE WINITNSOOFHALL CONFORM TOALL BE 605.WS OD AND KALLBEA MINIMUM PRESSURE-TREATED .125 %�•t�'•,•E60filOp,:'G.��O:� SOUTHERN BEA MINIMUM SG DE 0.65.ALUMINUM CK(18 GAUGE)-Tb AN CTU A L STEEM O BEAT THICK.STEEL •.• STUDS TO BEAMWIMUM GRADE 33 AN0.046'THICK(iB GAUGE).STRUCTURAL STEELTO BEAT LEAST.125 THICK � 1Ss//O1 ANGLE CUP(FIGURES 688)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL FJOT?ID AT LEAST 3SCREW THREADS BEYOND THE MATERWl.f2108 1•%4•X.125' p.LYNN I�i1LL�R,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,1&B SS.OR 410 S.S. MULUCN FL P.E.11S&I 5 TABLE 7A qqs Mulllon Capacity Tablo Vbolel ® N✓• Opening WId01(for wmeayop ening mwlow)orOponing Height(fVho62Dn15M-0pglning noel-) ^r 5F So In 70N 510 9DF 11 In 120E 110E two 164 A.D70 PclupAu moorrww. RN1nnON1 Trvymu0. N.tMplAr Tmylnma R^olvyiiu TnWiNnI. Rnalory IDOM p. R.nlupAu TrOm". RNI.IOUu TrgYT6.ve. Pctenlav Tnp'M°p. RIMNpO.r 7,W14»a p 1...A Lmdni LNOnO 1NOng Lo.anp -D. ..cog bedbo tD1'g tOn0v2 -5. L .g 1..6m Lad ut. o Lotll° LNAiw lman7 S YYY vrj Alum.Tub° �g �g •�' $ �j' p� y z $� NF INA A Dao 633 INA 714 1roA ND 17. 65 17CO 600 DOA BC 'No IN INA 1116 170.0 NI INA 1NG nne UI INA 1466 170.01 NI 170.0 17]5 DOA I NI 170.0 1900 170.0 NI I w {ao 0au to INA 021 INA all 1704 bN DDA0C IMO 50 DOA IIA IMA 01 00.0 1210 INA W IroA 1417 1'.. ADD INA Ino Imo 060 Dao '9% IA.D 660 161.6 3011 DOD e00 5E Dao TN INA M 1760 MDDA 51 Iro.O 00 Dno 6N Irao 1107 Iro.O 426 n] 110.0 IND INA 747 IXD 1191 INA 160 INA tial 060 75 15A N19 1T0.D No 156 1919 INA 1. NF IMA 701 INA D12 00.0 050 110.0 NI IMA 1116 170.0 7N 170.0 1]73 170A P03 MD 1N{ 1N.0 07 170A 1631 Iro.O 0.N 410 /7% INA .1 127.1 IND 170.0 51 INA 1100 1T" 661 DO 5F INA 663 I I"Al rot 1=1 Iwo INA I%1130,01 IND INA 076 170.0 1417 INA ON 110.° tom IN.D ADD INA ON 170.0 1611 IN. 1019 1104 ION 111,0 1NB INA 105 07.2 1618 1- 1.3 NF 1ro.0 ON IND 7N 17°4 1116 INA 650 INA OC 170.0 DN 00.0 I'- I'- 1010 15.7 IN2 IN. taro 1114 1641 Ono 11. 1115 1N2 180.0 115 to0.7 IM 1C.0 1167 00.1 1N2 i%.B 510. 170,11 Oil 1roD TDB DOA 115 INA 0C 1704 f5{ 1/04 Noo 1660 1112 110.0 IDN IN.D NC 1663 1110 084 1{1] 150.6 1150 10.1 tIn 1174 I1N BIA IIR IND IIN 30.] IITI iND 11N TIF I ION 1760 C6 170.0 1]75 INA IoOO i.1 1R0 1801 11°1 1]10 1]10 INA IOC IIT.] 1320 1314 105 165A 1]20 126A NO 630 ON 117A 1024 T0.1 1]A it" 1013 IBA ']21 1110 1012 � W No 1760 11]2 INA CI INA 11N 154 NO 063 11% 139A 801 112] 11N 126.7 070 017 11N It. BN 604 1101 1%.0 94 /4A IIN %.0 05 N.1 fIN ell W %1 1101 .3 Ce � U) Z S no I6n1 11N 'NA 981 1164 1111 1170 D5 144 IIN INA 117 me IIN 1164 %1 %A 1124 IND DIB 010 1124 366 co, N2 1131 WA BDO 613 tn4 14.3 NI 01,0 1124 612 %3 � z 7 Q ^m o CF tat NI 1114 no W.1 0u NA TO - BN C.t 7N %4 N4 .3 712 5.1 N/ 5.5 IC 6A0 4N 61.4 N] N.0 NI NA %6 NA W 660 6N ]SB OM 41.7 6C Q Z m o BfiF N.1 tp OIA 57 713 T{2 77.2 061 e1e 742 DI.2 N1 51 '141 NA 671 18.5 112 MI 622 N.0 1N 166 614 VA ItD3 742 ]0.0 NO 27.0 iN 17.! SN F Nya O r, 1N. O2B 50. N.B bw is 6f.B CI Ili 65 10,6 613 N.1 60E IIA SDS N.B NB 71.] 100 31.3 65 NA 102 20.1 65 pd.B In 165 65 21.1 M N111Ebi.B NS 60.0 60.7 NA /% 11.2 0.5 110 N] Sad 05 36.0 15 ]2.0 56 ]1.3 Ill 20.0 rdb ]I] tai 214 5] 21.1 110 t0A 655 221 411DOF N4 176 10.1 413 ]0.0 4J0 3L 176 ]1i 110 203 RD ;o.D 111 25.3 176 20.0 4N Rd 176 N.6 4N 19.0 47! Ili ]C II.] 176 113 NI U x Q 3 INF ZBA AD Al 306 ZI.{ 101 IOD ]]0 11.3 ]% IBb 110 O.0 2D] Oa. TABLE78 ANCHOR CAPACITYADJUSTMFNTFORMULA: 3L• Anchor C6 Ocl Tebl6 be ANCHOR CAP.,�,•,e, BD.wIa ]2A mrcnN 3.6.raa. NYDsfMO FA.e uSu PTVnvt ww (DP_)%( =ANCHORW.- Y16'Eba 114-o-k0.-IN W'Bb FM.INoW1 .I26leel InNrd MDLLIDN AOchorCOp Pntt6m3 An.rrypeVVIWEk- W'E.im,.-m Y16'E.UIusOn 1N•Ek.U3nnnnAcl.M MDm6D Apg W A.-C 675mm�(O55 eD.I.(o31 USE THS FORMULA TO OBTAIN THE'ANCHOR Ea%olvuv56002-ID` 1• xN` .1m. '• ' 2-V� Y sur J• 0..N• o.N• D.4• CAPACITY REQUIRED'CORRESPONDING TO AN En.enmlMk W4' WN• 1d 1 Y 1-II{• 1.04. d7l. 1.1", Idl1• I-Il1• Y IYB' 13'0• neL�n ACTUAL PRESSURE REQUIREMENT FOR THE 3]01. 50. B00. 1NI. IM. 25. ]NW Not. 3141. .6416. DO. NI. 4431. 56010. OPENING,WHEN IT IS LOWER THAN THE MUWON W .3k looD. 65 D. 14101. o0.k0. WA NOW w0. 610. w0. Dwl. WA 6N. e.s l.- nm. CAPACITY(FROM THE TABLE)OF THE SELECTED .AC.'. u0om. K'A �.A wA WA moW wA WA WA Nu WAMULLION.IT WILL YIEIDA MWIMUMANCHOR 4Anvlvn G.•Mun O.a l pS.1Ar01.lTPI I fF0.Sk 7%. D5. 155. IN.D. ND. YAW WA IN. 1131. 501. 1002.- 51. N31b IixOW CAPACITY WHICH MAYBE 113EDT000ALIFY Ilrob 1%0. moos ]NIW SID. 6101. WA IIN I. 11]]. u2]. Jou. 1D}tp 1]tl. -150. ADDITIO NAL ANCHOR OPTIONS FROM THE WA WA w'A WA WA WA WA WA WA' NIA" WA WA NW IIN. ANCHORCAPACRYTABLE. RODUC7R8VI3BD3501. x80. 705. 416. NIA 180. WA 115. WA - IID. WA 311. lC. 55 D. c�4c-1 -MJ4- I-Met O.W F44(iq.9T M. WA WA WA WA ]80. WA WA WA WA N!A a%. B5. 11M.NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHORVALUES AS THE STANDARD CUP. 7.087 f•-- -•-�1.000'TABLE NOTES: AI FIGURE I: FIGURE2 FIGURE 3: FIGURE d: FIGURES:FIGURES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • • • • ° • ON- DING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 35111111111 ��°� ° • LT I 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE •�`1�AS,ON�.......e4f/L��. � 1 3CENS • • • • a 3)MULLIO AND MULLION CUPS SHOWN ARE NOT TO SCA'E.FOR EKACT DgNENSK7N5,SEE �• SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOW240 DIMENSIONAL RFSTRICTIONS 4.000• 4.000' No.50705 i14 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS FIGURE 5: FIGURES: FIGURE7: 'ro•• ' F-1 • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ORSSURE-EDCONCRETE LLOW S SOUTHERN PINESHALLWITH CO NF ORM.6 ASTM c-90ALUMINUM WOOD SHALL BE O TATE F 12Y: e • • • PRESSURE-TREATED YELLOWSOl1THERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE FLORIOP,. G`=� 6063-T5 ANDBEAMINIMUM OF.120'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375' THICK(iS GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A36.ALLANCHORSL T 7T7jr ONAL11 1 ANGLE CUP(FIGURES 586)MUST REUSED IN PAIRS. INTO METAL SHALL EXT END AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.0108012 1'%V X.376 I 1'%4%.775' 111.4��ER,P.E. ANCHORS INTO WOOD MAY BE STEEL,10.8 S.S.OR 410 S.S. T'•MULUON MULLION FL P.E.#58705 TABLE BA pp Mullion Ce gel Tehb IhaM1 0 �N� OpmIn0 Width(forvaHNly-spaMril mW3ore)AroponlnL Haight(f11rhod)HOR-6perWID ITALIAN) SOF NF )Gln BON NF 1 In in. 140E 160E C+� Ud 1,26.1 PYaAAiu n1p"TAN Ka. w TrAwa0. Re51m9Msl hapRAenI NAAWWA, llapnNiry ReNelyBbl TIepTAvm. P4UenpBv TreSYTMma 1114 1! hagr-o. ...vP TIeDfU1An0. RI<tm9Aw T51pTMep. �j �r5 LAedIN +aedOA LveMD L-w w.g LAaft L"ft lmdn9 LuMFp Loe0n0 I dam lmu. L Am laaap laadn0 LaednD I,w.2 we. sY 7j A.1ee l & d 186• A[- Tube Mull a �11 $_ g 11 _ d N 1ha I I3A z � m 42F 170.0 Bio IN.O AN Imo 111 I7o.o 478 ITOA NO ITao 6w nao wIT.O 614 1740 life ITO.a 5211 iron 1210 170.0 6x1 170.0 tie ITOA 521 170.0 1)36 Ro.O 621 161A 1760 170.0 NI J W IBE 170.0 IN 1760 521 In. BBB 176.0 561 1100 892 170.0 650 ITaB 1115 1]0.0 NI 1]0.0 1270 1]0.0 BIT 00.11 111] IND ON 161.0 IW Poll ON 133.] 1N6 1760 600 1110.1 1518 I"..I 650 NA26N 1]40 747 1M0 m ITB. me INA WI 1700. iNe 1lo.a ON 120.0 1105 110.0 R5 IN.O 1515 170.0 747 IAA 1101 ROA TN Malt Leh 1760 IN 1100. IAN 1740 IN INA IAN 170.0 758 � y K 8 N NF 170.0 797 1N. 612 ITOA 950 170.0 691 1TeA 1110 1TA0 7% ITAD 1275 iTOA 803 101.1 ISM INA 837 f 0.A 1318 170.0 BOB I= ena 1roA Nl 105.8 1378 170.0 01 9I.7� 1378 1700 N1 F � Co F' NF IIIA 886 170. 701 17ao LOBS InA ITT 160.9 1158 170.0 678 -A 1158 1870. N0 125.0 118e 1Ne 010 111.2 1158 160.0 912 927 IIN 1148 9m TOA I- 1119 ON 0.5 1158 IIIA AN W 5D 5J/1 J Nin 110. BN ImA 715 IN,f -I I.A No 1313 -1 1559 BN 120.1 tml 1120. NO 1m.7 1051 1323 mT K1 INt 126.7 N, N.1 Iml 110.5 W2 N.11 1051 118.1 Nt Bao -1 119.1 021 ? N 7 6 Nb OZI 057 170.11 IN 1301 N7 151.8 80 IOA 957 134A 7m tOI.4 p51 MIA In 020 07 1120. Of NA NI INA IS WA 051 INA 760 N.T 96] 061, TO 52.2 NT MO 710 Sb 2AF 1251 NI 130.2 Ne IN1 6N 116] N4 01.9 ANN 1111.3 NI NA 004 91A No 71.5 N/ N.1 NO o1A tut 70.8 O/S NA ON 123 NO OA Bol 69.0 NO 4Ax ON 60.6 OU T6F IOAI 777 1HA N0 BI3 TT3 N3 618 76.2 123 053 Bm NA 722 70.7 NO NA 722 70.3 N. 647 172 OAS SN ISA 2!! N.5 STO 39.1 722 pai 605 N3 172 682 m1 J n Z 8 70F 1011 BN INA 6N NA 605 BBA 50 M Be 78? 5D NA NS me NB' sal NS B/0. 5N 640 BN 50.1 Bm 122 ON NA N3 382 ON 51A mT 31A Oe 541 950 Q F N NF 85.0 $15 e.0 157 N.0 615 STA IW 47.1. 615 641 141 11.2 615 N.T IN N. 515 40.8 1. 520 515 37.4 III VA 616 17.1 415 NA 515 VA 407 NA 616 28.1 /N OBF N.3 161 NA IN 45.3 1m Am N] 1110 4m 110. SAI SSB AN SBA 365 301 IN 530. RB' 271 ISS NA 371 22A IN 260. No 190. 153 24.3 780 17.0 1N 220 356 INN 30.1 3m 300. ]33 NA 3m 320. NB 2!1 >a 284 315 230. m0 261 5118 ]11 NB 21.1 SN 19.1 Sm 240 700 OA 3611 10.0 2>3 An &� P 111E 311 SN 350. 306 290. ]m Sal 301 25.1 NO M1 2% 220 We 0.2 xN fan ale Za9 3e9 17.8 376 18.1 265 w X N N 120E 220 290 281 381 x31 x90 216 2N 19.0 280 x00. xN 11.1 Me 102 2N 150. 290 111 2/D L'T ry Q O D SNF 18.1 291 1eA IN d Z�0 N TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: (K Anchor Ce aLl TOble Iba ANCHOR 9.=) J1P.,e,e, S BumVdla 2h(bl[Ide 3NCBK. Hdm9 a3a Fora NIU PT 1Yom NWd - (D u)X()=ANCHOR CAP„e NIB EICA v BiB EkO w'B9 050 8108150 9123721 8123121 MULLION CAP.,•,,... AnchorCUp Pattam6 AhlmTypa Y1B ucBlvem V4•FkAUllrxan v.cpl YIB Oro W.m 44'fxOU.<m ATM. AQdo`45ma(W)s<rea(o5) SCNr(5557 USE THIS FORMULA TO OBTAIN THE'ANCNOR NO OAeBe AN I. 2-vz I- 2-uz strr r 2-v2 t• z-uz411+4• z 1144• o.6P ov, CAPACRY REQUIRFA'CORRESPONDING 70 AN Fn1LMnrnl n IST 73'1' 13'1• 13'P Y t-w• 1-UI• 1.1/4• LAP1-V0.• S 1-30.• 1YB w'OA ACTUAL PRESSURE REQUIREMENT FORTHE 2M[Im®a7Y Nn o.c.rsmma3moelet c6p OM4 90.00.5 3Nm au. No 16u D1 xlom ¢Nm- 155. IBrorum wem Ntro 4u. 1140. OPENING.WHEN RIS LOWER THAN THE MULLION 4 AmMa®Le•Uh o.cr4leww(a aeeq 21 uo. TNm urn IW HA- IVA 5Nm urn WA -m0. IUA Nx. oem 11tH.' CAPACITY(FROM THE TABLE)OF THE SELECTED o.C.r 74 aiaAmn Iola . NOO4 ISNm fon 0.5 NOIN 6Nm IW IN1mBN.' t492m 0x44 eem ItN. MULLION.T"7 WILL YIIJDAMINIMUM ANCHOR IN.O.C.I.4 No.lxBNm1 1I IW IW IIIA fVA IHA IUA 'WA IW IW10. IW IVA IYA 1430m CAPACITY WHICH MAY BE USED TO QUALIFY 1AmmrrFU IPA 67 TN. Ira. tam a15m eemtum177. volm5Y. ADDITIONAL ANCHOR OPDONS FROM THE 2-- 1.1 Inn O.EIFLA p 2N. 9N. IVA IVA IVA IUA ININ 1110. IUA" WA IUA N1m I42m 540. ANCIiOR CAPACITYTABLE PMDOCT RBVI50D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. - n- g=trUh OuPlAdde AmTOmio N9 � ,0 1 FIGURE 1: FIGURE2: TABLE NOTES: 1-1250` 1 • 0 ® i)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ieml ode kada5l Conunl ® ON LOADING.SEE SHEETS 2.4 FOR GENERA.INSTALLATION METHODS. _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND10R OPENING WIDTHS IB ALLOWABLE ��p13V LYNN Mq l�TT� FIGURE 3: ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALP.FOR EXACT DIMENSIONS,SEE 3'188' ��;•'L10EN9F'+�F,p�� CLIP MUST" SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ® BE USED SHOWN ONSHEETS 21-27.FIGURESSHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS r285• _ No.58705 '';TF IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 1 FIGURE 4: FIGURES: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT HALL CONFORM TO ASTM C•SB WOOD SHALL ��.•• BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SFNLL BE 6063. M'D BEAMINIMUTA OF.126`THICK STEEL STUDS TO BEAMINIMUM GRADE 37AN0 115'%3.188'X18SMULLION �O��C` '•�CORIOP.•'G\�� C ANCHORS RSIIIB METAL SHALL EXTEND STEELLE S BE AT CREWTH EARS25- ICK BEYOND 0.36.ALL (1.iW VF MULLION) iT SS•........• • S ® ANCHORS INTO METAL SHALL FXTENO AT LEAST SCREW THREADS BEYOND THE MATERIAL. %1 CQN LE?5•� • 8106012 ANCHORS INTO WOOD MAY BE STEEL,IS S.S.OR4105.8. A.LVNNI LLBR,P,E. FL P.E.85870& TABLE 9A $g ONIBninp PJI9N{brWAw:y-m.tWw rnDRoa)azOp9pinp He{phl{{orhoilzop'aN'JpelNre mWAoM) - p��a'T+� mh -OF 10b mN BON fqU Iqb 14DIn Igln }y�}1 �` 1A6i]R6 W4Gig5r TbaOq Rxtma"r Tua�nO. ;5'm TLo4dp ¢6c�IH9nOr ilad9 La6ippr MaenR Win er tt�p glegR mlu0rgWA TWOnNO WIHtl„pi{t > p R#�1�6�d1t Via. �d4 ..too S fl f l 11 fill) 11111Tho1111h 1111 Thh! h H1 111111 111111111hi Vj N E2N tmp a0 &JOA M6 (144 all 1J60 4N iWe tM SIa0 me 570.0 1 912 1 ITO.0 I]t4 (JOA 1111 944 621 1-1 ltid 110.E"Sit 122J titd 1144 MI MA Vim la" 624 DSA 1119 170A 621 0 1919 IIIA i0B 110A m1 I1ad a9 nao'ea IaA Bid IMA 810 IM.J .411,041 661 130.4 liB 170,0 ai 117,. 011 I"A M 01.6 RB 11¢0 dq m.0 BIB 1}8p eq 1aO a6 110.0 6D, J W MetSU Itao al 1160 ql 1J9.p 890 DO-0 al IqJ 0h Ho! al 111.9 w .6 Im I"t 921 159.1 69H Im.S aJ 160.] 660 07A ai tY] a! )0.4 9]1 1651 096 40.8 aY !OW m5 � (X a � aN 1MA D,1 11DA 6a tM.e M aad 601 9113 8m ta.0 OB] 1189 A60 t41A 669 IqA Ba 11/A 661 92.1 a9 1208 6a D.3 m3 1IIa6 m2 Cd1 B60 1'ae Ba St.D D,0 19\6 m] ^i9 MF 113.9 119 IqA BN 119.4 iM 132.1 6D, IM.] 11B 111.H e0e BBA 146 101A 609 NA iM 101.0 bq 11A N9 MA 6a 641 iq 91.1 ai 61.2 IIB 91.3 dq- Me 114 91.3 ml m D O p qh al.T 6JJ i]2A a9 iO3.i eTJ if 86; 61J i�A 65i 11.1 In 95A ]q moi 67i O8t a9 8t9 6R 01.0 ]a .0 6R NA a4 M.2 aJ N.J bto 26J an Td1 699 � � � U) mU 101.0 011 111.1 a0 a,T 111 NA bll B 600 Bi] 011 N9 600 mB 611 19A la mb BR 001 Im '111 911 MA 4U .4 617 631 la 13.6 61J81T2F aA 619 DT.1 MO 9¢i N6 m.} Sid 635 is 61A 616 aA D,5 M.1 610 34.2 is MA 610 0..1 414 ]Ab Sig 166 JOB 2t8 619 MA lm 20.9t 46.0 JSI 4M 56.1 M5 at Im KO SPo 14.1 161 qA ]N a9.i 4m /a] 916 MJ Im 192 o14 00.4 M1 ]98 MI M.T 4. 36.3 161 a.066 ]eA M1Mt 98A Mt 8A2 M{ M.0 4a 808 311 40.6 441 tai 1W M8 Mi fi.8 190 S16 Mi M.7 lM 9T.9 M1 149 M9 NA 4M Vit tM 244 Mt 32.1 3fJ ,a = �z qU 1'A 1. 41.e a] 33A M2 RA is 20.1 W ]2.] MI it. M3 too 2D, NA M2 941 a6 'A' too 9/.f '2N =1.] 166 IdA Sa NA 962 IIA M9 tai 9fi0 'S p •' 'V mU SSA Ill 949 360 '9.1 201 MA IM 'i hl 'eA to 21.0 NI 234 246 10.1 991 21.3 a4 IJ.e 381 i0A NI MO 991 IT.1 M ms 391 I8B -70_h 1¢0 7D, 26.1 Ia 'a6 N021.1 106 ITb 2D, 1\S at I84 230 162 IM X 2 G I11H aA 216 tai 197 189 N6 IBA 1a 101 NO Ia5 191 tai SIH -IIA � N SPQU a.0 161 tai I10 14.9 167 13.1 i91 � - tk X y N 1=LU to T BLE S AnchorCe¢city Table 111m ANCHOR CAPACITY ADJUSTMEHT FORMULA: yg �m� 6WxllnF: 212 D1nBrtl0 SAt6 ILA9x GMU ""620U PT Wq3 M4W {Du)X(ANCHOR CAP.•,,,,,,•,\vANCHOR CAP.,,• "' > > Misr TySc Yi6'flgimocm tW L3:DUdg9n A'ICE90 Yt86ko U2mdon Ifecmusaaa ttrsskio0 Yir Em iW..X" lam" aT6FN H29UW MDLLiON CAP.®,,,,. AnchwClip P¢a9mt UBiamn AOpKie!> uugD.l gOPOaHM somt(05)Bcrc¢{a]) &;99{067 USE THIS FORMULA TO OBTAIN THE'ANCHOR s4m DFMroBpn) 1• Ylm r 2Vr aim• I• z-111• t• 2-Ia. .2• ..].ub' r o.k• a--]-asN' CAPACITY REQUIREA'CORf1ESPONOIdO TO AN EtObedmenl6I 13v lar i.rr 1,v4• r 1-Sm• Voir i-ur 1-va• fa2ti 1.914- r tale• tam• e6eH - ACTUAL PRESSURE REQUIREMENT FOR THE xArcuon®\7r MM.oal6imx610a004611]P( IF U. M. 4Mm is 1 m nom 2qm is 1401 ]1 91 4641 aela off Memo -ca OPENING,WHEN IT IS LOWER THAN THE MULLION aAmiai®u5'Mn OFIgWNmlorOdaljap 1-Iqm to. WA WA WA WA 'bailor NIA WA WA WA WA ARM MI. 11JOm CAPACITY(FROM 7HETABLE)OF THE SELECTED 4An6sH YMYLO.D.1D12H5ANFamtlJb.31 M. to A4 Mdm 'ISgm /6081 4096 Me,a WA M. MH69 400its 1M299 M. M. H2Om MULLION.ITWILLYMLDAMINIMUMANCHOR ]ArcIMH O084'MN.D.alUaµ3 h6H.103'A6vD.( ,4t WA WA Wq A WA WA WA WA WA IOD, WA W' - WA WA' 'OD, CAPACITY WHICH MAV BE USED QUALIFY I Arsmr/F+vviN.ey tqm 1mm Tmm M m ONIb Aum IgIH s9tia Tram 1114 SMm M]m Nom- 221x5 9gbH ADO1T10NAL ANOHpROFTi0N3 FROM THE TAroD59Ai.i5`6t66 D.CJ F�DIR9,0} 2101 35115 WA WD, WA WA SWm WA lip' NIA WA WASSI ms I42iDH 1801 ANCHOR CAPACITY TABLE. ODUCFR8Yt3ED . -01divaala 1h917ad0a n FIGURE 7: FIGURE 2: TABLE NOTES: y,250' D9sFdA9�No •V3 S s e ` 1)SEE SHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET n FOR INFORMATION r.16m1 a40Plo9ucl CmilrDl ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. iitti9l FIGURE 3: 2)UNFAIR INTERPOLATION BETWEEN MULL LENGTHS ANUIOR OPENING WIDTHS 15 ALLOWABLE. ;1�ONy LYNN ANGLE 3)MULLIONAND MULLION CLIPS SHOWN ARE NOT TOSCALE,FORWCTOiMENSf=,sEE L S:'ytGEN3F•';y1rp�� CLIP MUST SMEET9 21-23,HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SIEVED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. OL:- No.08705 ' IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND FIGURE4: FIGURE @ FIGURE& GROUT-FILLED CONCRETE BLOCK UNIT{CMU)SHALL CONFORM TO ASTM GSI,WOOD SHALL .100• BE PRESSURE•TRFATEOYEtLOWSOVTHMRN PNe WRHANSG OF CwALUMWUMSHALL BE 0 0063-T5 AND BEA MINIMUM OF,100'THICK.STEEL SNDS TO BEA MINIMUM GRADE 33 AND "� :OT'.• SATE .045'THICY.{18 GAUGMj.STRUCTURAL STEEL TO BEATLEAST.I2S•THICKANDATB.ALL tC R,LORl0p;.•'G`C` ANCt90RS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL. 11WX3.2ti.ANY ''�rlssj� ..111 #108812 ANCHORS INTO WOGO MAY BE STEEL.is-8 S.S,OR 410 B.S. MULLION '11, SAL i A LYNN MIELEh`P.E. FL pfat 58705 TABLEIOA9 MWlon ClDlclb TDbR 0b.Mej 7 Op.nlnp Meth UorwaIcdSyspoMnpmusom)orOpanlnp Hllph9(en MllmiletysDoibYly nWW=) mb Sol. To. sob Is I, lost IND1101, leDb MIyyI7T 12e 631E Prl,npalrr Tr,pllllanp. R,1anJlar i1,pRNaO. 14n,npulu TnpTNnp. P,Ut,p,IV TnpTd%9 RNN,Hbr TIapRO„p P,ckpdu Tnp'9Nnp. P"Woubr TnpT6„I. P1Nanpabr TI,prrM R,cjV,r Tra,IR� BYLTt k./L IA,AnO I0a0'IM 4f6ry I1_q 1,a46N U.ft L,B4f0 t.,dN l,aZnp l,a6nv Lo,6n9 m16F0 lotlim L,aP 0 lmOlnp 1e,6�g 1m1n0 l„d _ Y AI%n.TbMk; S; § it'll 5..Mmpan "a b SE & a E� e �e �8 �e �s p6s g a& 3 ;� �e sa @a JI 8a 61 .7 t'� sa 3 8a 3e Ea 3 a i� sa 3 asf sa sd 3 sa sa 3 Fa a sa 3e. @a z0 ru 121/ P0.0 m0 1mA Ix ,m0 111 VOA 41. ImA H6 ,m-0 m6 1m.0 9@ I-AD 611 1100 111a 1100 621 Im.O WI 11lA 621 11SO H15 Im.O @I 1100 IUs Imo 611 IiSO I6% 110.1 @I W 491, 110.0 m6 NIA 6N INA ISO m.0 6H liOA !@ 170A 611 1m.0 IIR Iro.D fiat V0.0 @1S 110.0 6R ImA I/ll 110.0 6H 110A IN 110.0 6H 169.7 1919 - NO 1196 I.. ITS.. %0 IOUs. ,mA NO 1101 6% flm %6 1100 6], INA 1H6 1]00 HI 'IDS Ins RIA @l 110.0 1N. ". 141 Iron IRI 11oA IN 17D0 Ir% 1f00 166 wis to" - 7u t 6 IIR Aron HiUJ . Im.. 751 IrDA 612 Imp 966 1roA IN Im.O 1116 Im. 161 110.0 Itl6 1"A H] IT. 1R1 R0.. %1 ImA 'm 1160' 656 166A INS 1m0 Hl -, R69 1100 Mi 111.) 1M) 170.0 161 � 1- mb 110.0 NO Ii1A IN ImA 10% I... I. ImA RIO NDA 111 II0.0 1111 I- W N11 1511 IF. 191 IIS. x11 1mA i%, To. 1111 1ro.0 IH1 m3.e Ivil ROA 10% a. ISI, 1 S 'Is 9m ISA 115 - R16 1100 em [FDA W3 1100 NO Ims 1R0 im.0 1015 1x] 1910 USA mX W.] ,]m 16/.D 1012 INA 1170 155.9 IOU 49.5 1]10 ,xJ taro m] ,lm ISS] it, W 'IN R00 9N ,101 U9 1TOA ma 110A 9% IMA INS 110.0 1001 IMA INS 1S9A 100 NLI WD 111.1 1000 1069 1241 ,19.0 9@ 90.5 NR 1706 N1 NS We 'm Ni 66.1 - IRA 910 Z U) mb 161.1 IHS ROA 1R 1]99 1069 131.2 597 119.9 1019 15.1 R6 10L0 IH9 IN.1 No 991 iHB tmJ W .0 IH9 I%.1 %1 699 11,9 H] 6R 1... IH9 91] @0 521 INS 91.1 W J r6b 1121 H1 119.1 on 1101 Ht 1Ml IH 1011 HI 11(] 161 89.2 141 1m.0 m m] Hi N., 766 NA HI ISA IN RS 941 RJ IH 61.0 HI 110 ml RJ -HI US In .�..11 � p Z A min 111.0 111 INS IU INA %1 118.9 /@ H] 6N 1DIA 161 02.5 IN OLD IR 1. %1 H.1 Tm H.0 ad 701 121 65.0 1N r0./ T@ 47.1 ON 61.0 T0, Ii] ON m.l @I Q V - Q @b XA RI 51.1 NI 1L6 611 119 6% 61A HI 65.2 R6 %.I 111 SO, 666 4T.1 671 1. 6H 11.0 611 RJ 651 15.1 RI 41.1 fix W 671 ]S.7 %I 169 611 11.8 6M tNp Q p1 a HF 101 691 UJ 621 690 690 61A 6N 0.6 W 63A m9 11.3 690 R.6 6@ 29.] as 11.0 I% 194 $90 ]9A R6 11.5 690 N., R7 26 390 31.6 169 22.1 690 79.5 /H F x IOB1, 69.7 166 601 RI IIA 466 R.0 111 ]5.0 /m ]1.1 401 11.1 166 11.8 1@ ]1.8 466 x.1 196 )4.9 166 77.1 MI 90.1 Ia x.6 ]01 11.0 4m 117 NS 15.6 466 19.6 ]m N Iltln 45l 111 40.7 100 162 111 M] 193 N.1 RI H.1 331 756 III 112 NO 95.1 411 NA 176 21.9 141 X.9' 317 11.1 411 21.6 3% 111 RI 113 X. 14.1 RI 11.6 151 W M NOIn )1.1 ]ia N9 NI l0A 116 ]1.0 ]x 159 ]m 718 111 11.1 ]]6 391 @9 'A.1 ]10 xl] TX 10.1 DID 19.1 131 15.1 NB 161 )1/ � x Op N F 1Nb 11.0 X2 21.2 ]R IL6 1@ 17.6 139 16.0 2@ I6] 936 V Q O 0 Z a 8O y0 TABLEIOB ANCHOR CAPACITY ADJUSTMENT FORMULA: aIYC ADChcrC6 Lclb T6b16(Ibs) H.U61e za mclNe S.-I PT.- vNa ANCHOR CAP,,..,e, (DP_) )e ANCHOR CAP.,.. 1'IaCko VI.99 Eke NI4 PYO ADDS-a/100108 11751mi HI SteN FORMULA TO BTA AnehorCOD P11mm1 ZZ lYDO 11a E1m101mm VY EkoUINtOn ]Ia Oro1111em V4'EkoVMtOn UVRm A9Jf6XH u6rum AppTnJa aOAS, [lu.965) 9-1 USE CAPACITY FORMULEEr CORRESPONDING ONDIN TOR E O1Nrcepn ,• 1-il! t• z-vx' >1m' 1• TVf' t' 2.v2• z s,m• 2- OR• 011• t0@P ACTU TYRESURE REQUIREMENT FOR THE Em6Nnetl tb1• 10'1• ty1• 11'1• r t-v1• m o' tJe• 1.9•a oOPENING.WH3U ITISLO 03R-FOR THE m 11m 'cam Ham N1m 41zm 1)wm OPENING•WHENITIS LOWER OF THEELECTEN119m13!4 IVA- IC'A m2In a@m HOD_ DAPACITY(FROM THE TABLE)OF THE$EIECTFD @TNTC O.C.I[211•eAryt Clpfl019)) 7a0m Im. 690. Lamm tom. HOD, EpTm i . 160. t6@. 6@m '9%. IIm. MULLION.IT WCL YIELD A MINIMUMANCHOR IUA IIIA IVA 1. I_ CAPACITY WHICH MAY BE USED TO QUALIFY tmmrl1INP0996) tmm IDS. xamf Nsm eU. Noml/o. 01. %1. Rem ro. ADDITIONAL ANCHOR OPTIONS FROM THE 1'RODU2mlm 1.Is'IW O.0/F 96) 2tlm 7mb IIIA IVA IIm IIIA 100. IIIA IYA IUA allm 112m afAm ANCHOR CAPACITY TABLE. 1 wAb Ieel7,Re1 OsSs lRpimkl NA .Q FIGURE 1: FIGURE 2: TABLE NOTES: 1.250• �6 • • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ��,d,mo6vel Conlrn ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS, L11111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTHS IS ALLOWABLE `��aDNV -•N,yy��/� FIGURE 3: :�'� '•COGENSF''•,4y�i ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3.250' P: SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SH OWN ON SHEETS 21.23.FIGU.....WSUGGESTED.APPROXIMATE HOLE LOCATIONS. >t: No.58705 '•jT 0 BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURES: FIGURE 6: GROUT•FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM N ASTM C-90.WOOD SHALL 824• %x9•':� BE PRESSURE-TREAT EO YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE _L ?0 STATE OF • 80113 T5ANDBEAMINOMUM OF.100•THICIC STEEL STUDS TO BEA MINIMUM GRADE 33 AND �(. (0p0tpP,. G` .DOS THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.I25-THICKAND A3S ALL SA •��nC • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 12V X 315 X.e24• /I oNAL`5 • 4108912 ANCHORS INTO WOOD MAY BE STEEL.IBB B.S.OR 4105.5. MULLION A.LYNIe1MIlZ�i1,P.E. FL P.E.q 58705 TABLE 11A 0 �5 . - Mullion C.P.d1YTVhll Cblfe) �H OPInaO Watlllm60RXa0YSPaaiRO mldbl0)OIOPORIRp N.IIht(mboAtallaysppnrLOIMULNO)'- - �yc' so In Gam 10m 9063 Nin 'loom la In IID. 1600 110AJA6 W[1vp4u hd4W0. Rtu.np:dli TnpndlB R1GmpaP TupTduv: Rs1-4r Tupld•N. RI[I[npWat TliyRruna Fiat for Tnp'SNno. R.ewxlW TnpIA[np. RlnupAu Tn�rm9. RumoJu T"O'., p 4 ,�•� IO.Np .HILI LwOry bb'np lwlp LwRN bgOnp LOIA1g lw6'eN bcO.p L. b9Nq b16q l.Nn9 Wd.9 .6e. L..f p l.[a.p gY YYY AIum.Tuba£ £_£ fi_£ 3.. a �' £_'£ a"_£ £,.£ £ £,.£ £,.£ £.• £ E_ �i £; MUMao V� Ig 3 �@ 8� �� 6 3d 9E &� S�$. �� @ 3 E ��a S. Sfi ! m va3a � on z i s0. 9 g0. 3€ fd des i Id 30. s0. D s0. s0. dD iia �€ s0. 3 3 3 E8 s0. 9 F8 z0. Yi s0. 9 s0. i s0. Nm 170.0 60. MX1 on NOL So no. .Ie 1aA I IN I)OA No Rao in in. 619 'IDA 1116 110. 01 VOL 1110 l,QA NI Inn, tits IRa NI 1mL n]5 in. 01 tao IIN VOL $21 .em Val Sol ISDA 41 Into 450 170.0 60.I I0A 963 Nal Ola 110.0 Ins IIA NI 170.0 1715 11.0 In In. Rn 110.0 NI im 110 lino Eta NpA 163) I- Na 163.0 2111 111.0 663 60 17 W Issas. n..0 .1 t10A 17.A AD. W le e tToo ell VOA tas Its. Ia Ins 1105 a1 170.. INS ties TN Vas 191 N0A /N VOA nos ".a 763 17.00 905 trap Tse ITM.a INS ta.0 1N m a� O N. Stu 637 las .0 1 Ina N. ST.A 691 t.A 111. Vrob I)N INA IST, INA 631 1110.0 w/ Ila. IA INA 1. 114.0 eN IM 11. Imo NI go. -1 !?.ANI IMI 2101 INS, 961 i"• 0b tlaa NI 1104 NI INA 6361 IVA 797 VMA Ilia Into el. INDIA 1617 tLA No iHA 1591 INA 163 VOL Int I 101 VOA ]las no- lab] 1111 tis] VOA 6361 ia.s Son slag iW 04 ISDA as nool 115 1 Ia4 1116 ISDA AN n0A Ins ties 630 Imo 14611170.01 1016 I nao 1613 leo-Ills INA tug IrQA IV2 :at a0 tMo Ito INA 906. Iles tits 111.1 toe 11pd 1111 W g 66M Ino111 Ina Io laa no INA 151 INA tN1 no.a .0 101 it" Ito 17. tell I IN).O VN 170.0 i1N IIIA 2N] 1150 VanQON 9n Ito . Ian 122.5-1916 IS. lass lo7.2 110 Ira.. 110 Z N� � Sass INA lots In. In INA 216 1104 too IVA NN 1/e. 1116115.0 170 moos VSs iN.1 11]I 10.. 1115 n1.1 I'm 160.. ins IIsi I'm 1%1 1]63 63.1 1111 104 .9 IS.1 1171 1101 1159 � ? � Z £ am Iroo IIs 105 sirIVA an 1700 I'm 1638 Ins IloA IN, tlsA ISN 1651 1283 111.1 is 1613 uss 111A na 111.1 fill 911 ISN WA lag 11.7 1616 Iso Vi9 ill 1631 1791 VN ■ 0.4 110.0 1161 INA .n 1.01 its INA 1115 Vis 14" ISSJ 1715 111A 14. In.. Vs Ills 1171 163.1 VN INA no 1x9.6 1111 N.I Na 116.9 1163 N.9 Ha It" 1163 60.! 16n 163.3 SIR Q O � Ni. 112.0 Ill. 111.6 No IIA 1110 W.9 in lots ilia 101.1 051 Its III. Ba) IN T1.9 1110 Dios in 71.5 Ilia 63.1 911 617 IIID 711 191 63.1 1116 666 639 IU IIIA 0,7 630 � tNp Q O5 p all, IIIA an taA .» 911 913 101.6 IN 11.1 it, 11.1 632 132 016 0..6 129 160 015 114 .11 51.6 IN 0A 101 110 s0. 614 IN 11.1 963 N] 716 Nb 916 .9.] ai Z lost. e. nl IVA LBB fit. 111 1a7 I's N.i 111 .1.) n6 51A In SLI 655 16.1 NI 194 115 11.1 •171 11.5; of NA til ]al 632 0.A PI 130 0l 25.1 III sA 612 m� �VG Ill. 75.1 IN "A 631 6].1 0.o 650 00 63.1 no 69.) NO Ili 130 N.5 01 12.1 ]70 Ina .a P.! /30. 11.1 It/ 113 SID a. 60 -s.0 nos 1L.1 663 31.1 iN� xis 1x01. s9,1 60. -sl.o 163 199 01 612 SN NA N/ 11.1 663 ]/.6 es no N, ]]1 671 ss1 617 to. 5x1 12A 'Nl as 621 11.1 6tH 91.1 0.6 YIl 639 11.1 636 sA 631 r"`'[-"'fff�� x (q y 1631. 63.7 Il] 63.1 100 x09 IN no 195 s.. W x5.1 190 21.1 .31 sA >63 11.2 1]] 204 711 1/.] 663 111 ]16 U N Q O 17 °a$q z son n TABLE 118 ANCHOR CAPACITY ADJUSTMENT FORMULA: d' K MCIOIC.Pachit T6bla0b.9 - - ANCHOR CAP.,e"„ awntoal zlr Quem - aaxeme. 0wadu FsmrAlu PTWom Mee (DP)X� •ANCHOR CAP.[„ - glgFl[0 - - W'9a FYO qtr Eko wgNiae SiDow .la.lO6i III2akN U. CAP.eo, MCAOICIID P.ibml NA6u lY9e gleFlrowam lar ekoV91xm vim eIS DLOaIIdm yr FYpbuum Baa uglem Amgdy>--(,A)0[Im Lr;S suea(O5) USE THIS FORMULA TO 03TAIN THE'ANCHOR E4mauae 1• x.vr -7=T-2 nr sla• r zvr I• t.trr r alrr r 0.N• ear am, CAPACITY REOUMED'CORRESPONDMGTOAN rmlm.vu wr lar lar lar -z tour I.vr 1•vr 4171• •'>•try -1.ur : 63'6• 1aC w•e1 ACTUAL PPESSURE REQUIREMENT FOR THE 2-07 iT wq 0.elslYtlaAaObd Op Olp1 mm x9m .Nm o3pm 1Wm Y7am lon 9plm ltliitl 111. NIm a m Nom INm W. OPENING,WHEN RIS LOWER THAN THE MULLION 4MM101.Il•tdn O.G l 9-Swco6eumm.Tj 69m Ilam- IIA IVA IIIA IW IIN 'il IIIA IV IIA" W2m eNm ilmm CAPAOITY(FROM THE TABLE)OFTHE SELECTED 6MIgt®run soar x[5Arybpp110M a) 7mm rep. moos t5mm loam Nom IW rEOlm 1Nm emm Nom- NYm amn stem MULLION.IT WILL YIELD AMINIMUM ANCHOR IA¢IaaNObt'Nm.OA.IUCW mm.IlPA1m 015.5 ILA IVA ILA 'IIA I'm 1W IIA ILA 1114 IVA- 'Ix'A IIrA ILA 1ffiI m- CAPACITY WHICH MAY BE USED TO GNAUFY IANM/Fap wo 0.r 196. 8mm tam NSm tam A. A 31011.-' 161 wm �nam naos aIm apo ADDITIONAL ANCHOR OPRONSFROA171iE PROOIICTRSVISOD 7AaN. 1.141Art 0..0/F LAO &Om amm 1lIA IYq IIIA IIIA 1mm• IIN- WA 7114 -IYA IIA 311. .Nm' -Nom ANCHOR f1[PACIIYTABIE. � 1160' A-poca FIGURE I: FIGURE2: TABLE NOTES: Dona, • 0 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION IaM ItO UN Cenm.l ® • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111LIIIIIIt71// 2)LINEAR INTERPOLATION GETWERN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FlGURE 3: 0.a•C N5e•'•;��'�: ANGLE 3)MULLION AND MULUON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.00' p';' '•,i1% CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS )tr No.50705 0 S • BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. cu IN PAIRS. 0)SUBSTRATES:CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS.HOLLOW AND ='O•:� �2 �S GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL '�'•, SAICO FIGURE 6: FIGURE 6: FIGURER: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALLBE FCOR11?1:•' 6063.75ANDSHAUMPAUNI OF.100•THICK STEEL STUDS TO DEA MINIMUM GRADE33 AND _L i�Fs ...• a`�� t .000•THICK(1B GAUGE}.STRUCTURAL STEEL TO BEAT LEAST.125 THICKANOA36.ALL '6,SIt 4E O ® ANCHORS INTO METAL SMALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1111...... 1\.1 4108012 ANCHORS INTO WOOD MAY BE STEEL.18-8 SS.DR ANO S.S. 12W X 340•X.021' A.LYNN MILLER,P.E. MULLION FL P.E.4 68705 TABLE12A Mullion Capacity r.md.NAT Opening Width(forw16rA7i-.ponrira mullorte)orOppnhl0 HolOht(for FomM m�lr1*51tolg mutons) ON BON TON BOH INN loop INH 1401', ION ftabnpaY TrYeMuq. P ImWY nepT4enp RecW91Y T PrTAerg ReelulplY T.NTaenO. Re01mBDY 1M{imYq. Rederyder IbpTAerq. Rea.nP9Y TaPRa1n0• ReNri9IY nlpmiay. Rlrlmpler 6erp. �T 214x.26 W-11 Lomfw l-M LogdnO I-o' La Ng lndnp I-In wearq l0edr0 LwdnD lmdnB jlardry LeeOrgq Ixadw I.drq l0edne Ladnp �YaS Main ne t �� a $ o� I I a I a� �� NNW nH Rao .m nno Iu ImTu INA m nao me Nae Boo 174p IN Rao 519 nao 11w Imut 521 Ira. IN.par, sm Rao Hae In. mt :no in, ROA 6D 170.1 IM 170.0 mf O 15H 1704 1. vo4 521 INA em 1170 Sw nomIno m0 Imo Hsi I n. .1 flat 1271, 17. W] Im uN nao .m 1T" nm van mo 1704 19m 1T0A 6m Irao 2213 Ito.o ww mH 4x6tno 147 Rao Mem em -0701 Rao tow nail Oe line Um nnc M 170.0 1w 110.0 141 Im1.91.Ino 1. 1704 Rm Tra. 7. 11aa 2091 1m.o No '7.1 2701 INN 1m mn Int NT nao 612 1N.. Dm vat 691 Itmz I it,. IN. is Rail Iva nao Sm lino I- ImA OT IM. INA nao em Rao 1913 17. mt In 701 IMA ml noon - nao eel LU � O mH Imo am Rna lot IN.. Nom IRO m Rap uw 1160 670 flax 111] 110.0 611 17170 1681 ITOA BBB IN. 1171 1746 wit INTO 214 nao 1- 110.0 A. I10A tom Ieae 28W IT. 1070 j m 0) .H one D]0 170.0 715 in.0 111. troop 650 Int 13W 110.0 Bw 'mm. Iw 170-0 two Im. 1670 - I.. Imo Imo im. It. 17170 Tai n0A 1169 IaaT 253] in. 11]1 1140 Iw 1740 11)1 .H IMA WI nao 169 1704 1169 Inc 0. ImA 1370 11170 7002 170.0 1651 Ina NO 1]0.0 TO 1mA 1155 1130 Iofe 110.0 1210 1704 240 In. ITM 151.0 2437 I10A IM 1329 2177 INA IMI r � I2H 1760 063 1..0 176 1To.0 INS fno Na, 1= Ito INA 1120 1704 17W 110.0 12'te 1140 1911 INA 1315 INA 2125 Ino 1307 113-0 2101 170.0 11. 1726 1161 Imo° 105 no 21N 110.0 1700 ? mH I tib Ine rot IN. nw Ine Imo Ra0 1570 Wall 12. 170.0 Ill Ino 1321 1641 Ipm 110.0 1131 IM IN-.1 Tna NO ine 1670 lot.. HIB Nat 1W0 170.0 Im7 020 Im 1527 15]1 � �I� z 7 2 TOW I"'D 1151 Int 970 Ine 1361 Imo me Ino 1.17 vn0 12N ImA w3 17ao 11,59 1=T 1mt 17MO 1474 IRA Nor Im.1 16W 11" 1701 141.3 Hn ml Not IVI tae 050 IWI 137A .. ID o WH 1]0.0 1221 lino IIN 1x.1 1]99 170.0 Nle - 13. net me. 111.. fae 1.1.3 1170 6a1 INN 11.2 ttm m-0 In 101.6 1111 141 1]90 ..e 1123 me 1399 e3.7 I'm mA 1370 To.. tea pOH 147.4 I= 151.5 fOm 1220 1139 113.. 1070 I- 1179 till ill W. I13o 98.9 1011 01.8 1x29 70.6 1030 7.41 190 W 1010 mal 1220 722 W3 x21 Ing .7.9 An 141 1770 ®.1 1.H 1014 B)I taJ BP 86.3 BII .8.0 701 TIA RI 133 709 (H.1 011 .fl1 mi 70.6 011 BIJ 623 61A 811 666 616 ISI Dil /D.0 7P6 77.0 WI 11.0 170 N. 011 40-0 Til rn 111H 91,.1 DIB 87.5 702 N.S ole 614 0.8 141 BIB i0.B 606 SR DIB 829 iBi 70.0 819 56.1 ]al IT.T Ble OI.B 1}I 36,7 819 11.0 763 >L.I 919 Int 112 294 Om not 173 W ^_ x 1AH l6-0 ]m ne Tie 67.0 770 &.e Tm 6SB i. m./ 095 17.2 No 1x1 No II.D 1. NA ON ]1.T Tm 4x5 6x1 31.6 Tm 31.8 701 21.0 ]m ]1.0 611 216 im 3BA Wt � Q N Y N INH 0..1 Sa 113 ml 364 316 314 Im 311 Sw 31J 181 21] 700 161 Im 2/.] 50 263 IN 2f./ 610 ?lap /n 161 WB tD.p NI 15.3 ae 111 Im 13.1 6w 164 NI N Q Q O a z.vJ n TABLE 128 ANCHOR CAPACITY ADJUSTMENT FORMULA: illy AnehorC•9G Table In ANCISOR CAP., .,, i d"� e,meuae 217 mrcme smolt. --u F--u PT- uta (DP)X( )=ANCHOR CAP..„ d b18'B<0 YI•$e ECO bIr ERD VI.59 B<D/m 51� .1-1 1112S1�1 MULLION CAP.,..,., AnehorCOD Pelbme 'HCIwAtK anrOco wrsm Ur FAounmcon um:m stv UCDl9ram yr Ocouera:m NDe0aa umcm 400704x70 scbala5)s-pq bcm9 tas) USE THIS FORMULA TO OBTAIN THE'ANCHOR FAwgeurceanl r x-ur 1• 2-Vr sur r 2-vr 1• 2.uz r 1,w z o- nm• 0.321• CAPACITY REWIRED'CORRESPONDING TOAN E.DMOau On) tars• 11,.• tse• r t-vr I.vr wr 1-v1• lair Fvr r NJ• lar vela ACTUAL PREBSGRE REQUIREMENT FOR THE aArclm lA urwno.e.lama.pvasr]mDPq wR 3aam 37070 rill e]0 w1, team nom 2Wm 31,670 Hol. 311 w1, elm Y1.OA .1. 11x70 70070 OPENING,WHEN IT IS LOWER THAN THE MULLION IA..nQ2Ar NIn O.c.l 9lNtm .ee17CIp OTD SJ Tom tan mom umm 17070 IUM x7070 IIu Inlet u. 0mm 19.\ 70xa, 6x70 11mm CAPACITY(FROM THE TABLE)OF T}�SELECTED 6pn:M6®t.n•HH o.cl slemm paee0W 01013 elm os Tmm Rm. uth filth T.im 1w 789170 Ru IBA IUA tW21. nn 0.B 16.70 MULLION.IT WILL YIELD AMWOAUM ANCHOR IAKmn NrNYr.0.ar9T136Argbtye! per No. 1 700 ne 167070 1BOB•T m 670 an tVA 7601. ]wm 67070 lemur 70170 3960 till CAPACITY WHICH MAY BE USED TO QUALIFY BArcmnNrunoA.r p3a6Arpleeyr DB) nmm flmm toll x3am zeal a 6x70 11th It.. Uum- nWm arAm 1W11m 121770 16Wm ADDITIONAL ANCHOR OPTIONS FROM THE SArctm®1]6'g160.alUr20.•m.nr A3Y101]73 IUA IBA IW !VA NN IVA IUA WA WA IIIA IM IW 110 IUA 10 ANCHOR CAPACRYTABLE BMmn®0A1.61w.0A.lU ,WO.RSAhaa 61107 IIIA WA 11th IW IIIA IUA IYA IVA IYA IW IUA mil IIA IIIA O ® PRODUCTRBWSBD 3Mr Go-h9n 0-F01 019 D7 Smm 3101[0 315 We 743 TO 71270 IIIA Tea. IIIA .91. IIIA 1Om IBA &Ilse /Rh 76070 Bu6do d. IbaFlMd• Oprctm.t.]1•NKO.CrFdq .iR Wm 6230.6 .Am Wim 11th IW am xe IVA 0001. 11th IUA IBA 511m 67070 &Om m1A¢nWW 5.0 NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ( _ FIGUREI: FIGURE2 FIGURE3: FIGURE4: TABLE 2.000' runt adr Prodm Cbniml • • • • GENERAL TN \\\1111111/l I • • 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �\1�o'CENS •'�F'(' � e FIGURES; FIGURE 6: 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE �.•J •'r�% F • • • 2) 274• No.68705 • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS GEST110LEBTOBEDRKL®E THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE IDLE LOCATIONS �- S7AYE FIGURE7: FIGURES:FIGURES. FIGUREI0: ANGLE CUP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT '�'C••'•;A(OR3OR•'(D��: (FIGURES656) (CMU)SHALL CONFORM TO ASTM GSD.WOOD SHALL BE Pq�SSURE-TREATED YELLOW SOUTHERN PINE WITHAN 50 OF 0.65. MUSTBE 656) ALUMINUM.CONFO 60 TO ASM SEA MINIMUM OF.125'THICK STEELSTUDYELLO AMINIMUM GRADE 33 ANO.045'THIq((1B I•%4'%.26'MUWON �'iss/ON{11-�G?`s IN PAIRS GAUGE).STRUCTURAL STEEL TO BEAT LEAST.I2S THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNN1MUER,P.E. THREADS BEYOND THE MATERIAL.910 6 912 ANCHORS INTO WOOD MAYBE STEEL,168 B.S.OR 410 SS FL P.EA 58705 TABLE53A MWIN.Ca.Otty TOWS Ib6/11° Op•nlnp WlnN(formuca7yspartiru.01-)Oropill.0 HolpTOO&tcrlmilaly-eper ira-it-) 00 mM min TOM SO 0019 1001. tzM - ION. I.b �. Rxanpdar TIWTdvq. R-Wi.r TnpTdW Rxtnpdv 2.(.71709, M<UnB1ar lU9lnwiq. RalOyar T.prNvp RxU:giiu R.DRAcnp Ra010Oeu Tnpl7dng Rx1uq,Nu Tnpl7Nnp. Rm Sw I TTW MS. ei 2x x.26 Lwdre LaSdre WWB LWd08 IA.dre Ladiq Wda9 I-d'; I-av Wdre Wang - W. w LAmre L.WN I-ft LOi&u 1.-0. Iv.dn9 AIum.T96• 2a >` $ r $ �•.; $.. $ $.. $ $_ $ n $ �' $.. $ $_ I, Malian 8 � e� e1 1 ah � � � �a a �� 11 1 1111 11 � �� ' Ut N 42M 1702 BA 1702 45 1704 1 711 110.0 4T8 170.0 708 170A NO 170.0 W2 170,0 519 1170.011116 I7n0 1 21- IM.0 11240 IMA NO OJOS tIm I 1T40 1 521 Iro.O 1705 Im. 621 170.0 1009 170.0 521 11wh171A MP Joe ITSA OH 110.0 ON 1T0.D 661 INS 002 170.0 700 170.0 SNS 170.0 MI 170.0 1275 170.0 On 170.0 1417 ONO NO 170.0 ITS0 170.0 NO Im.O Ion? In.o em 170.0 IMT 170.0 700 y _ 0.0 70 INS NO Ii0.0 ON I7a0 ml 1102 100 INS 6N 80.0 HBs INS 703 INS 1045 170.0 747 170.0 1404 170.0 IN 170.0 ITM 170.0 7N 170.0 202 volo 770 170.0 201 "So JM � K @ t7 T. ml 90.15 612 INS ON ITSO 701 170.0 Ille UPS 0/ 110.0 INS 170.0 ed 17110 1454 170,0 701 170.0 IN4 170.0 ON 170.0 1013 17.0 ON 110.0 TAI IT0,o MI INS Ism ONO 701 IN � � 70210 170.0 TOO tm-0 lam IM.0 70J 170.0 120 170.0 NTN Im.o 1417 170.0 oN 170.0 15M 170.0 ON 170.0 Int.170.01031 110.0 2tM 170.0 190 :JSO NI8 170.0 110 170.0 2933 170.0 ION0. am 170.0 Ns 170.0 Y118 170.0 9M 1700 1301 P&O 0 0 1".0 I�N3 INS 1016 INA 017 170.0 tam 170.0 1N S INS u0. INA M31 170.0 IN 7ISO AO] IM It" 170.0 2875 i]0.o HT170.0 M4 110.0 770 INA Itm 1704 Om 170.0 IM4 VMS IOM INS ISM I� HIM 170.0 116] 170.0 110 INS ION Hao 120 IMO 2]76 170.01275 UPS 2727 Im.0 UN INA 3117 INS nM �702 tom Nao ma INS 1275 17x0 IDA NOS 1470 Nao 1139 Im.O INS IT" f2A IT04 1913 WOO 1315 NSA 21x5 ITOLO 1787 170.0 INS ST00 1/M INA NIS 170.0 079 Hot Nm 170.0 INS w10.0 11x2 Int 07 110.0 IN8 Ii0.0 1700 170.0 1570 110.0 17W 110.0 1TM 1704 7021 nno 2010 110.0 1131 Im.O 220 ❑0.O 1631 Ir0.0 2NBz 170.0 1709 Iro.O ]i0. ❑0.0 1891 170.0 ]SOD 1140 7705 ? Nim.0 1151 170.0 987 170.0 iMl 170.0 t10 174D 168 170.0 12W 170.0 1042 170.0 1970 170.0 An 17ao 1474 ITOA x902 nno 1601 ITOA 27M 171.0 INS 170.0 2220 170.o IT" 1T0.0 9667 170,0 1228170.0 1979 110.0 118 1710 ISM 110.0 11.'2 170.D 1MB 170.0 1NB 1702 2125 1760 185] 1740 AM 170,0 ITM 170.0 2658 170.0 1918 170.0 7170 170.0 2125 10.0 NI] 1702 2119 139.6 041] 1IO.0 ZMI Z170.0 1111 170.0 IM 170.0 1100 170.0 1{N 170.0 1833 170.0 1622 17uA M 170.0 Irol 1J0.0 x530 17.0 iBSz 170.0 2813 1740 200 170.0 7109 170.0 2]33 137.1 ]179 1M.8 280 120.0 3109 ISai 7/18Z170.0 ISM 170,0 1WJ 170.0 INN 170.0 IN7 170.0 mt 170.0 HIS 170.0 1350 IrO.P 200 04-8 2/01 170.0 2271 140.7 2761 01.8 2733 127.8 2781 HOA 2251 Id.B 2781 12].0 22M 83.7 2761 U&O 2100 LtlIN.0 1070 170.0 1/04 1702 16M IS.0 17W 1JOA 22W 170.0 1032 170.0 =I 170.0 2fIB 151.9 len 187.] 2215 1532 leu IN.4 2118 1132 an 1784 218 0722M2 115.1 INTO MI 204 iD6.3 2005 X.170.0 ITN I- INS 170.0 2125 1T0.0 1810 0U 1752 750.8 1981 IM1 125z 11L{ 105/ 121.1 nM 1271 ISM IM.I 2262 tial I9i5 04.1 nm W.6 IBn 272 Iri2 70.0 1NM135.1 158 120.6 110 Id.7 ISN 1021 1125 00.1 158 912 14Of T� ION ..1 HA 70.5 ISN 72.7 IJiJ B2.B 1701 07.7 5755 32,1 1501 M2 1970 04.1 IN4 10.2 nay ]8.1 1581 NA 720 a( 1`I lZ 6DDD�999i TABLE I3B ANCHOR CAPACITY ADJUSTMENT FORMULA. AlChOT C51lacIty Table be ANDHBR CAP.,,.,.,, 6+ 6025701. Ih(kmM. 7.61(Lm. - 140avCM0 ' FMD a. PTY.4.4 - M.- (DP-)X( ,=ANCHOR CAP..,. Y16'FY1 - 111.65 E.N1r EW.11'69 Eb.11.8wN tl1151b1 11261.0 MULLION CAP.,,.•. Anehar Cllp PaMm1 21120'71 Yts 1:k00uvan vv Ewe OBemn MD�m Y16•Etallnasm vv Ew.lm.wn AN,-t r UI.. ASP.-eomn LD55-fos) 6merr(c51 USE THIS FORMULA TO OBTAIN THE'ANCHOR 1• 2-W V 0177 sus f• atm I• MN' 'r '7-1s r 0.41 0.N• 0.321• CAPACITY REQUIRED•CORRESPONDING TO AN EmM4nmt On. lac la1 we 134• z 1-w• 1 1414- I47c t.v1• t-IN• 1411 r gals I-w' wro. ACTUAL PRESSURE REQUIREMENT FORTHE 22171..®ur Mb.o.clsbmv5«OE.mC4DPk.talk 700170 790. 470. 4027. 1944 m. Im.,I 1701. SSI. ND. -3.170 aa1b. -o0.m. 711170 N1i.' 670. OPENING,WHEN IT IS LOWER THAN THE MULLION 1A.e1w.494.ea M.O.alr4amAq luomWCfD O�97k 770. im. 311. 'MO 170 '32"w Nom+ N.J. rm. 1 704170 1212 It. 1693. M2. NSI. 1120170 CAPACITV(FROM THE TAB LE)OF THE SELECTED BAncDx.Of.]t'MM O.C.I SIrttlW 1015®.0 C9p Dq.Ik 1170170 1/03170 Iwo. 25B9M WA WA .4- WA ION. WA WA WA IM91. 1110170 2210. MlAL10N.IT WILL YIELD A MINIMUM ANCHOR 4 MaD.n O r MM o.m I uoArebda./(Fq.6k rm. 770. Bm. 15701. 0A. NOM 670 to WA 7.I. ?40!M 6701. 1.31. M11m 709. 1f A. CAPACITY WHICH MAY BE US ED TO DUALLFY OAmD9n0 YMin OA.IG796Areb LID.0'b.BY 16701. 15mM INS. 31AI. 1712. low IIA'. WA ISA. IIA. 1770 tm 77701. IM31b ITm. 0x10. ADDITIONAL ANCHOR OPTIONS FROM THE 11 NNn 1.5'.117 D.C./W2�SArob Oiq l6q.IT 1600170 3170. IND. 7770170 WA WA 0A. WA 1700. WA WA WA A01m 1851. 7]60. ANCHOR CAPACITY TABLE ODUCrIUMSED 4 MOAN•®t.N•Mb.O.a/W9l M1D.11SAIwn.Qq.B4 NW WA WA WA NAA WA WA WA WA WA WA NIA IltO. - 1a+1+7•YM9trM lmPldlda 6041..®0.N'N9n.O.GIUOl9,WB.175'AWm.(Fq.el WA WA WA WA WA fW WA WA- WA 1 RA WA WA "WA 1707. I-•-2.00D'-•t �I�� Q 2Axiwn®1.N6'AW.O.0/Finn Db.Ilk No. JON. 1501. ON. 1518.I ...I 170U. MI.. NOM 3NIN ON lb. S. 711. 112. ON. 1�P' WN1 4Ana.re®1.11MM.DA/1-1 b.R-) SNS,, Ma Mf. 12MID, WA WA 4101. WA' 613. WA' ,WA WA 670 ib 7091. IfA. D.W NOTE FOR THE OFFSET CLIP,115E THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. TABLENOTES `•1133.1 Oade Pr0du0001700 FIGURE I: FIGURE2: FIGURE 3: FIGURE4: FIGURES: FIGUREP:FIGUREIO: FIGURE II: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFO RMATION ON \\11 11 11 7 1/ll • • •� LOADING.SEE SHEETS -4 FOR GENERAL INSTALLATION METHODS 2)LINFAR INTERPOLATION BETWEEN MULL LENGTHS AN070R OPENING WIDTHS ISALLOWABLE � B.IXa• •?':' •-..is'� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS ¢? No.50705 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON ' FIGURE 5: FIGURE e: FIGURE T: SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS - Gt,�j.(�q UJ_MILE _ • CLU, 4)SUBSTRATES:CONCRETESHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ""A'•. StiATE L' ` D ❑ (FlGutiE9 YELLOW SOBL UTHERNUNITPIN WITH AN LL CONFORMTOASTM SHALL BODSHALI-ND BE BEA MINIMUMOF.1 '.0,4,•. A'LOR\OP:G 5-71 YELLOW SOUTHERN PINE WRH AN SG OF 0.56.ALUMINUM SHALL BE�03-TS ANDBEAMIN,MUM OF.125' '�,FS ""•"" (�C`:` MUSTBE THICK.STEEL STUDS TO BEAMINIMUM GRADE 33AND.045'THICK(18GAUGE).STRUCTURAL STEEL TO a B • USED BE AT LEAST.I2S THICK AND 236.ALL ANCHORS INTO METAL 57WLL EXTENDAT LEST 3 SCREW PA1R3' THREADS BEYOND THE MATERIAL.HIO&012 ANCHORS INTO WOOD MAY BE STEEL,I"SS.OR 410 S.S. r%0'X35' A,LYN7I�ui 6870 P.E. MULLION FL P.E.0507D5 TABLE 14A Mullion Ca Fully Tabl9 baht Cponing Wl6lh(Terwitrz*oparW mtCom)or0poning Holght Qartoll Netly aperNiR lmNo�) �79r mla WN min soN min ffiN IwM NON tmN 8 p Rlblerauly R4{rft- R4c1u1919u R4pRAug R-II,Y T.{fMWA. R4clvaNar TI9pR64ry. RmanplW Tn9R9elD. Reclum R,,-g Rld-w T1wam. RbduNJat Tn'i- Rx1a1pW TnpRbvC Y' 119'27.11' 1a00n9 Inn1a LomOggmaB glmp6i lnmry Inm9p Loa&. LmbNy L-ft LbmW LoaSrC LemvggV• b>aly lamNo LmMp emsl$gc IpmW lnaBN 6 2Tub AN � � d C $ � �• �a 0 a � 0� � �' 0� g � � $ Nmm 42N 1N2 eJ9 161.0 129 1242 6N N4o fio 1W0 6A 1x9 411 W1 aa1 1x9 411 041 520 139.1 411 Ri 071 1131.1 411 oat 520 +x1 411 siA m6 1x1 411 14+ 628 IN.1 41 J 40N W8 40 1040 111 649 103 04.1 326 09.0[4-44 am W4 IW 91A aft m.7 407 m+ 31, 443 /m m0 914 4a3 4W m8 314 Ole (0] m0 3N 30.2 IW m.0 911p391 I0 3B] Tfl3 201 WB8 269 646 981 Oi.R 7RI 417 303 Bl0 2d 11.2 382 !0]A 203 x3 38{ a, 2m A4 El m.0 2W 217 >m 0.6 ?B] � K8N07.0 IN Ill 20! WO 310 M2 .1 4fl67 259 414 318 Wb 2m 37.1 316 We 260 A9 310 446 249 263 319 49.1 N9 N2 318 19.1 2H 21.2 919 19A NBW 0mh 445 260 W1 219 4L] 2m .7 314 94Jl 210 b0 26e 31.2 2W� 21.6 268 x9 NI 247 269 i.4 - W.6 250 322 Al 11.7 TAA -2 1 /4fi 2m 42 Almh1 2. 4a9 AO 348 231 341 109 345i tot Zai 2]I 8Le 108 A7 2N A4 im 314 234 20.0 101 128 AI m8 tm 19� ?91 216 183 13A Lot A5 10] WaBBh 313 21J 944 16] 31.0 213 Al 118 - 8 1m A2 213 269 D32D.e 21] 211 110 10.0 319 2]i 1W 119 213 9.2 107 11] 31] AO tW 11.9 213 220 1W1A 30.1 166 A9 119 AB 19 A4e 149 17.0 1A A9 141 '169 178 14) 116 110 AJ 181 21.0 19r 11.111162152 10.9 131 141A 12B N r TABLE I4B ANCHOR CAPACITY ADJUSTMENT FORMULA: 5(? o AnchwC9p2c1 79619066 - ANCHOR CAP.,..,., yy o SlmVel¢ 2h GARnie 99t 1t1c. eO.IOn LNU Fnm G]V PTW I.Intl lop,,)X� ,-ANCHOR CAP._ AgnvryTe 'y16•E4e I21r1em 1N•Oto Nnem Ni6'EI[0 y1q EIe0UNewn 1N'EtOghettn tn'09 EkO Nl6•EttO 4'4.09 FY0 6f061etl /f291a1 6129be1 FORMULATO BTA L, N'^ AnehorCOp PeS9m4 wlzm pppealy IBrson A�x1]9tt E<Rr{c9)eT/ee(Ts) serer(C-`7 USE THIS FORMlMTO OBTAIN THE'ANCHOR E099 gn9KeRN I• ata r ala s10• t• aln• t• 2-VC 'z 9•vB' z a4a• o.w• o.6x4• CAPACITY REQUIRED'CORRESPONDING TO AN ro y N Embmnml 13'6• tY9' 131( tau• 2 t•u4• Inn• bv4• t-uc tv• 1•vc T 13'8• tya ems ACTUALPRESSURE REQUIREMENT FOR THE IM[IU]®T6W.C.C./ Zt9Amk I I IBOIte ]m ON E901t 1[ma9 1m0 VB Gam mOWf "WA 3m hl 49 OBOG 1092 me 692M Om Oe 1439¢o OPENING,WHENRIS LOWER THAN THE MULLION Qa Z N N CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. H.1.266•-� ) 4r 0pPlollda SEE SHEETS 2A FOR GENERAL INSTALLATION METHODS 7'I a FIGURE 1• _ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE 09 I trmlm. �p•O 3)MULLION AND MULLION CLIPS BROWN ARE NOT IM SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-73. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118 vnl 9de PtcAucl CA.nItW FIGURES SHOW SUGGESTED,APPROXIMATE HOLE L,OCATIQNS. 11111 I I I I I r I// ANGLE CLIP MUST BE USED IN PARS. .125' 4)SUBSTRATESCONCRETE CK CONCRETESHALLHALL CONRM FORM TO 1301 SPECIFI090.WOOD SHALL BE PR AND E-TREATED `` ,LSO.,.. ..,•df/��i YELLOW SOUTHERN PIN CMU SHALL CONFORM U ASTM SHALL 083-T5 AND BEAMI MINIMUM ATF.1 r YELLOW SOUTHERN PINE WITH AN$0 OF 0.65.ALUMINUM SHALL BE 608375 ANO BEAMINIMUM OF.125' I ��,+ 1}CEN6•E'-.•F,fl'i� THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1.26•%2.11•%.126'MULLION i�. No.511705 'T} LEAST.125'THICKAND A38.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRALFINMUILION) _ THE MATERIAL.410 8 012 ANCHORS INTO INTO MAY BE STEEL,1&B B.S.OR 410 B.S. 14. - %OT•.• ATE F fV` E.`' nnl A.LYNN MILLER.P'E. FL P.E.g 58705 TABLE 152 nip M91110n 0.9.ahy Tibia AW] _761 Op9nln0 WfLlh(fw wNca*:PaWrG MIA=)Or Op9nlne H1I8h1(Iw hoAmrtoTp9P5r7nO mul!m) uuu�khlB mN mN 101. DON 1 min 100h Isom NON 160h d RaclrgOr AepiEe.A ReW"' TnO M"O PKIenOOer 1nIOMrq. PecIeAlJOr MIV7Nip. flmlen r AegrArtO wcimPW MprrAlnP. R1cl�tP9u irep'Itlup. PeGelp3er BeprAsip Pc4nptler TnpRAmO 3.26^30 ... L-m L ft yaI..v wft £�gLOeaN LmdiN loTanp3o pgLaMJ Leeaw L..o Lm6.g0 l9eaM Lwdm Laa.9 Lua.O gt09an2 $$wft .'Alt sg g tl 5g $0 yy g� yO� p^�ygg yp g3� Wd 5g yy� a 5g qOp g Ogg gp g8 yy sg ryy�•'yEgg b Sg ,ryD� qp yO 5g 6 qg §S4 g rdET 5g qp� 0 Bg7 Eq� �b m a@ @ 3 8ffi 8 11 aE Yd 9fl t �g 8 3 fl 2 19 t1 1fl Y 9B d1 E 8 1, Y1 9@ B t 3B t @ Y Q ru W ru ISN 170.0 DRO IN.O W I70A 7M' IT. {74 110.0 Am 110.0 m0 NOA m IT00 DN 170.0 1118 1140 41 110.0 1910 1700 521 110.0 11m IT0.0 621 170.0 IRI 170.9 621 140.1 1710 170.0 521 D _ .16h 20.0 7m 170-0 M1 TWA VaO 1704 514 170.0 002 170.0 m0 170.01111* IRB AN 176A 1215 1100 M IT0.0 1417 170.0 BM 152] 1522 IT0.0 600 IVA 159 I10A AN 111.2 1572 IMA 500 2 Q,8 N m.W51. 170.0 741 1 IMM I W Ina BOB 17M ml 170.0 100 170.0 051 170-0 1 1105 Ins ]m IRO 1345 1TMO 747 1012'IN] ImA IN IWO 1W 170.0 TO Ili] 1414 470.0 TM I0.5 1113 IT0.0 TO ILI ah 170-0 TW IRO 012 11" 9M in.. au 1100 1115 110.0 751 ITOA Ind 170.0 001 100A IW 110-0 Ni 1113 I3f] 170.0 055 IMA 1351 170A VaI 1011 IM3 170.0 m1 002 ISN 170.0 Val m O O m0 mN 170.0 5m Ina m 1mA Io8] 170.0 701 1.7.0 1210 1700 as 1141 1210 170.0 914 1n.. 1218 150.0 030 110,0 1210 1121 924 01.4 1210 1141 113 m3 12/0 114,1 018 RI 1215 110.1 01] mm 170.0 010 1740 716 IRO 1118 170.0 W Im3 11M 1640 913 13U J IMO 011 11&5 JIM 111-0 005 105.1 1160 1142 BN WA 11m 120.1 DTI 15.1 11m I2B] 070 m] it. 192 An g O mh IT0.0 9T/ "0A TOB IB2A 1.8 1454 811 IMA 1010 1/Be W 1144 1 050 1w.B 1010 1mA 140 VIA 1018 11. m0 742 Iwo 109-0 WI 05.3 1014 1- 015 a./ IN. 100.2 515 J T20, let 5m NIA 784 IITA AN 1240 745 1040 W 1140 114 810 .0 m2 iB2 Om PSA 112 R4 Om 00.] 7m 647'8m A2� 6W M] me 162 6M HO BM TOA �a Pill 1147 7Va ISI O90 M. 7m 1.4 An 011 700 93] 663 142 eu 646 7m PDA - M.0 700 71.7 611 {0.0 lm 811 - Z. 7m 121 010 3TA 7m 611 617 Q rC r i 7014 1101 TV 1145 or W3 TO 041 Na T91 TO 410 W M.2 Ol .1.5 7M mA �D12 m.4 IN 65.7 BW 4U 1M 59.1 W 39A TV 042 Dm NA TM us 5e5 mh 721 0m MA 5W -1 W 020 101 51A W M1-101 M.1 0 170 10.1 Dm MA 154 MI 514 10.0 IW M.0 5W 442 162 MA W 333 110 93 W VIA 143 Q W BZ m,O Sam MA 495 61.1 W 10.6 IBS 611 W W 405 14.8 121 31.1 9 121 110 4m 30.1 145 m.1 W ]12 4W 24A IVa 91 b0 21.2 {95 mA ]91 102 191 m.0 3m N LLINM 03 391 128 N] SIA 391 340 310 291 391 51.1 '412 241 6 331 212 391 24.9 333 20.0 391 226 3m IIA ]DI 19,1 WI 10 ]91 17.0 01SIIIb 30.{ 370 ]92 W i3A n0 M ]30 mA 370 mA ]30 RIA 3101.m mA 317 SOA 209 3S] 117 mA 281 11.7 311 m1 Rei 19.0 210 149 ]I] 112 21] OST Q O O INN 17A 90 174 203 z TABLE IM ANCHOR CAPACITY ADJUSTMENT FORMULA. 8 pn6hor Cl W TP11a l59 ANCHOR CAP.....•, - sNOmrc T]t hrOrW SSt We. How U POm WU PT YYm1 - Mew (�)%( ,•ANCHOR CAP LL, 11/'118 Eko NiS'Deo IN•60 Ek0 BIOBtetl 0126414 01264tl MULLION CAP,.,.., ABChOrCBp PAR- Ammr710e LICEk9UM:m IN•Ek.wo.. 116'Ek0 N9sm 1r1•Ek0 U9n:mULA 1B3•e9m A99nOMa unnc.� Appna.b Rene(os5 B9 a.m. 85rwM51 USETHI9 FORMIREW OBTAIN EOm m4m9(nk I• a+rz' 1• tars• SUB• 'r xtn• r- alrr r Sv6• Y 0.15• o.u• 9.94• O AN ACTUAL TYREOUSRE REQUIREMENT FOR HE EnmanW k tan• lar Tarr lar 7 +nrr tnu• 1141• 1.114' '1-IN"` b1n• z lac lam• ares ACTUALPR SSUREWHEN SLOWERT NT FOR THE 2 non 446•Mb o,or PlRssAiye aw l0ro.1k�3mu• 3W Im Im4e im nmm nous mlm •]u us rq Ns u41m m uDlm alw utlm Mo 9e OPENING.WHEN IT IS LOWER7HANTHE MUWON 4Amim®aew6o.c.rmaSAmkaw lffm.PT imDT raw rm lm 'alolm tsTSms u9 Ne mdlm "'wA .Nm m. Nelm" Wu. a91 N. BMW m91m Nmbe CAPACITY(FROM THE TABLE)OF THE SEIECTfD DAmIi9n Daar wn ocT hDMPe wPerOb.3k Nmms Nm Ne 914 Im 916M mam wA uBlm wA mala wA 13mme Hu m9ue Nu uT i5d5 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR - CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUC'r RIWISbu ANCHOR CAPACITY TABLE. 35R. FIGURE 7: TABLE NOTES:1)SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLESAND SHEET 25 FOR INFORMATION DN LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11 111 1! 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIQVB,SEE SHEETS 21.23. '12� ``�t,L�ONY.LYNN HOLES TO SE DRILLED IN THE FIELD FOLLOWING OIMEN510NAL RESTRICTIONS SHOWN ON SMEET321.23. 30. �JCENS, .F•P�� FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, LL 1250` No.50%05 •'x 4)SUBSTRATES:CONCRETE SHACONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ 5 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED e e� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 1305345 AND BEA MINIMUM OF.125'� THICK.STEEL ICK AMLNIMUM LANCHORSI TOMET METAL L EXTEND ATTEST 3 SC SCREW STEDSBEYOND 3&BAY -� THICKLEAST 25-TEFL STUDS TO BE ALL ANCHORS INTOMETR SHALL EXTEND AT LEAST3SCREW THREADSBEYOND �-U'• ST TP THE MATERIAL#103012 ANCHORS INTO WOOD MAYBE STEEL.IBE S.S.OR 410 S.S. MIIWON !.CAt':F<ORI05;.•'•\��` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. 'as ,j ER,P. A.'LfIJIVIMILL�R,P.E. FL P.E.#58705 TABLE 1814 s Muipon Cs Ba Tsblo Tow. O➢Onln(tW7dN{Sorteftimty-apzYfTe rNRroro)Is OP/]ltpBNB7 M(Wh5d rtOP}OParrirOTPUMM) a. � SOIn mh 10117 YN BPIn HIM 1201. 1401, Mow Rp.lenyly TnpfAag RINe.pWv TVP?Aetq. RleMp9v DgYMmO. ROehnµfu hyfAvry. AK15npATrvWfAHq. R4.hrydN TrtA'IBcng f4o1nOM DJtY81W R.4S.nPAv TWIT,.. R.VIPbv Tvp�Abp. 6 t 5.26.46 I41di0 wmN t-- Lmft t J wev wd6O to5anp L.Z. wdv LadnB w4^A Jainp 1021340 tmdpt iad.0 tOe3B L-ft k0, RATIMU LL a ah 1rOD 610 t}DH I% 1m.0 114 ir0.0 4D770.0 MS 770.0 5m Im.O 9m Im.O SIO D0.0 1116 Im.O 41 Im.O 1240-Im0 41 00.0 1/0ODA 41 1711.0 1I75 170.0 SM 550,3 1671 17U521 18h '104 705 fraa 41 170.8 65p I- SSi It40 9% ima m0 1mA OSS im.o Wi ttaq 12k imA 6J7 Im.a titT�/ma am tBiTi8R iiAO 5Y 140.5 kir 17010w1=4 105] fmA by 7 = MIR361 170.0 740 $70,t) M 170.0 = 00.0 YI 110.0 1040 Im.O YI 1Mo Tw D 1185 170.0 1% I70A 1340 00.0 70 1mA 1401 Tm0 ]56 111.1 1557 00.0 1513 1213.1 1552 imA rY 11014 164 170.0 nt � s 641,641. � W W� O 040 ]9] I.... wt 17x0 9m I= 61, floe fits tm.0 tm.0 t9S im8 b% 1T4p Nw im.0 YT 1512 ti53 Imo6Y 1203 14551170.0 YI /iR8 iNS IT0.o Mi 107.0 1063 TkA mi t2 mh IT0,0 865 110.0 ml Im.O IOY Im.O J% 1740 1701 nae WB 151.1 1508 1]014 w4 130.7 Im9 IT40 W6 125.7 ISm 193.5 9wIm 13m 157.1 Y2 MI wo 157.1 Bdi lap ISm 15].1 BSt P., 111 iD J %fi 1m,0 Bb 170.0 745 I7aA 1110 imA 8Y tb2A INT 1700 w0 1178 "1 tat, MIT NIT 148 m5 lN.O f?fr 1401 84 no 1211 131 08 8114 17{7 1317 935 Tt3 5240 till 835 ^L W 3 f. d6h 00.0 W/ 170.0 7Y -t-ma-tiro 1m.0 rot IYA Hm Idi7 m3 120H Itm 14 1.0 OY IfSA ifm iJd3 8213 103.8 II00 120.0 BII YH 1180 110.6 Y5 711 11m tial B% w,B ttm 1741 Y3 z V2$ m � T2h k!A 1050 t6B) 817 13{.7 1010 1401 458 116.0 1010 272 402 1mA 1010 540.7 5% 640 i01P IPSO 817 Kp iPtO w.4 547 67.3 1010 rob AS b7.T im0 ,T3 7m Sas 1810 dt.T 160 = 3 W i 7th 137.0 9m H. 7% !NS 9m 1220 Tri m.1 OW 107.1 ml YH M 947 TIO 7M 9m Y1 735 W.7 BOB 813 728 613 AOB TI,7 TIB 19.1 006 712 TIO IIA 9m 70D IN Z ;■ T6h 12).7 1361 1325 754 t%,0 mi 5123 ]30 mA YI w,6 T HL4 as YS Tii tad 805 ,JA ml Gap Y5 7M 6w MR MI "A YI tS,i 58t w.5 615 rot Yi 617 mh 1347 6113 YA 574 W.0 eY RI 361 W.1 pN wA 5w 617 Y0 170.7 653 MI) 616 SOA 637 41A 1340 47.0 $30 w1 w13 411 519 20.5 w6 w; 511 MO 50 as 501 m G Z Wh Mass 6W rot 548 mA YO 39.1 4m 40.7 W5 5tA 701 518 !Y 456 4003 37,0 M! 41A 4m 31.1 m8 MI 4m 114 by 3514 439 213 wb 30.5142 .3 5W 2aT 447 W� yo O iWfi 1714 409 40.0 403 WA NB It; 4B 542 4Y 11.7 383 28.8 409 71.7 307 WA NII 2814 WS 719 400 26.1 ]R 240 440 22,7 350 O.1 NB 20.{ 341 15A 440 168 550 N 8 itch t/.1 An 1514 365 318 4% STA SR 3tb 425 3714 3% 2714 fib 20.1 387 216 425 202 k2 22-t 423 2i.0 3W 1814 ft3 14.7 SSO 15.8 413 tiA 341 W Y Y Imh SIA 3141 35,3 %1 20.1 Sw 70.13 3'14 21H 3w 75.8 321 21.1 o51 226 317 IM 304 101 313 11.5 784 10.7 ]m 4g Q Q O tNfi 101 24 28.4 233 16.p 2Y ]T.t 7l0 ggg TABLE 188 ANCHOR CAPACITY ADJUSTMENT FORMULA: AnOnorCO a T•bA bB ANCHOR CAP.,.,,,, 8 sanu.te zn okeme aa5mn Ibrae u m..0 PThb84 Nam (OP)Xi =ANCHOR CAP.,,, YSC Eke fM BB Eko Nk'Efw 1/1'0.9Ek0/I0.BhJ /1781..1 /nBW MULLION CAP.,..,,,, A.eSerTY Y18'EkoUlNcm m"EkvaR Sem Yt3'Ekooltrem iN•EWir4Na1 0eyr L. m Amwaakr 11-KIT)8.mdt05t sam(0) USE THIS FORMULA TO OBTAIN THE'ANCHOR ABandrCOPPd80m• IAYim EDB.pSWvaE, I' 2.t7C f• aITC itN' P 2dm P 211m 2• '5171 T 0..N' 054- ono• CAPACITY REQUIRED'CORRESPONOINGTOAN Emm4nml MnY Inti• wrr IS'N I-e' r 1.94• 1— 1.- i.W 1.1(1" t�ur r 1.Yr fare• uro. ACTUAL PRESSURE REQUIREMENT FOR THE 2 im®3'Mh 4,QfVta}Myy WµfO'U.ik 3m tbb wOW 45DW 8mW limen In- 2Yim g, 740W Sr4im imW w8W wiht L* g OPENING.WHEN IT IS LOWER THAN THE MULLION 4 Metro®45•wn o.4.1R7a5Mw OWfVq.tF TYW 1YW rmq tmoW 245b NOWaY 10. WA Omlm Nwm .bola to%Im WxW eislm Itro e4 CAPACITY(FROM THE TABLE)OF THESELECTED 9A.Gq.N2%•w6 o,cf¢)a13Mg4OYp]Yttt9,37 nmW HmW 9ssW aNe. aswW tub NOW tuA tomes mA 15mW iw to%W t2%W iHlp@i MULLION.IT WILLYIELDAMNBdUM ANCHOR CAPACIY WHICH MAY SE VSEU TO OUALWY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE I- ANCHOR CAPACITY TABLE, wmf*'y70a 'Ib HnA" TABLE NOTES: ufliAnACMdi!) Aoa95mwU El 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. MI Plod" FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND(OROPENNG WIDTHS IS ALLOWABLE. Iii i i t i I r(r7 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO WALE,FOR EXALT DIMENSIONS,SEE SHEETS 21-21 �`ON "•M(� ]i • • HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SWM ON SHEETS 21-23. .125' 45' \`�e�'�'}:•'�iCENgF'�tB��ii� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. FIGURE 3: - CONCRTE13LO:CON 11 ETE ICMUHALLLCIDIF MTO O AIT C-90,SPEC1ICATIONS.HOLLOW URI.11UT-FILLED 3.25U' N.,58705Y CELLOW EBLOCKUNINE WITH ANSG ONFORM TO ASTMSRALLSOOSHALLBEPRESSI1IJE M CF.1 • • THICK. SOU STU4ERNDS TO MILAN SG OF D.6S.33 AND.045HAICK(10OAUGENDRUCTURAL S EL TO THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AHD.p46'1HICK(117 GAUGE,STRUCTURAL.STEEL TO BE AT LFAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 45'BAY / :�Q-'•. STATE F 4! • • THE MATERIAL 910&812 ANCHORS INTO WOOD MAYBE STEEI,I"S,S,OR 4/05.& MULUON �( �'r�'•;F<pftiDP:��:� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. Ss�tAs- E 5``' A.LYI(IJ4 NfILLER,P.E. FL P.E.A 58705 F'1.000'H F-1260'--I -�1.000•r- -••�LOW ChC -I 1.005 1.000') .125' r 1285+ q $ 2.7 0 2.765 .125' 3.125• .125' 3.188' I C .126' .125 .125' 2.0100' 2.0100' .265' 2.116' a ID L L .125 Zed r.125' T. .1 � T O 7'X7%.125LLLLION 1'X 6083TS LULLION 1'X G7 TB75MULLION 1'X275%A ALUM.UON. 1'%36033 Xb'61Ta M. 125•%3183'%ALUM. 128'%2.11•X.12SMULLION J U) BO-SECTI N 608SECTION 6X-SECTION 608S78 ALUM. e00SECTION OXSECTION. 8061TSALUM N %SECTMON %SECTION %SECTION )-SECTION %SECTION �%SEC710N %SECTION �W N Oo� OF Z r-..126' mz Zw 5 I I Ir TABLE A i w�9 yyffi• � STANDARDCDP I XSMMIGLECUAUL DlmonMOn Value On) For Mulllon: O p 2.000' I SOBIECTION 2.126' U-0lP 2.00W %SECTION A 1.625 I eDSSTOALUM. I .125' B 2'059 1'AluminumS V Q m .125 XSFCTION L 3 C 0.8&5 IUDs Mullen O T D 0.740 y Q tl o .121 4 A 1.125 to O St --I.740'F- B 2.409 1'X2•X.375' I� _ Aluminum 5.500' CUTHERETO .376' C 0.035 Tube MUIII n �j m 4- 375' 3 3 . 3.125' y_CREATE-CLP,SM MIN. 5.005 .376 l 0 0.490 a Z N MIN. r DETALF,SHEET4 F- .335 MIN. A 1.875 g B 3.000 1'X276"X - V 111 I I I I A A I 6CA -F-_-_-_-y �_ ..___________..______. 2x5 ANGlECIP C 0.757 .376-1.- 80(13-76u, TOPVIEW 6175}TSALUM p 1,118 Tube MDI60B TOPVSI `- STANDARD CLIP CENTER OF ANCHOR HDLE MUST UE WITHIN THE E .450 MN. SOSST6ALUM. DASHED DOUNOARY.SEE SHEETS 6.17 FOR THE A 1.312 1'X2.75'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ZENTEROFANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR DASLPDBOUNDARY,SEE OLE MUST UE HOLE DIMMETER:ANCHOR DIAMETER 1 HIS% B 3.000 .650'SHEETS 5'17FORTHEANCHOR O.O THINTHEDASHED C 0.476 AIOMnum CMSTANCE MWJUMANCHOR HOLE BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER HHB'. SHEETS547FORTHE D 0.690 Tube Mullion ANCHORO,C. TABLES - RODUCTRUVISUD DISTANCE.MA%IMUM - POT Partle A 2.000 1'X3.126'% T471nxa06lba l'IRMn ANCHOR HOLE Mull OlmonSlon(ehoef D) B 2.697 e�4b0ODde 6.600' .375 DMMETER:AHCHOR MUllign Std.Clip CBoot Clip U•CIIp Anglo Cllp .605 ANm N .375' MOH• DIAMETER.1118'. C 0'003 Tube Mull Mw. l"X2°X,126•(5) 66605 66B113M 6661116M 806243M 66ss11M D 1.137 ,.---_ _______r___________- 1'%2"X.375(6) 086MB SM114M 6661110M 666244M 66S512M A 2.826 II ltoeua H0nwo1 3.282 1,25'X 3.188' 1"X275%.376"(!) 86607 -868116M BBB1120M 88824687 868519M B X.285"AWm 1"X2.75"%.650°(8) 68800 666116M USI121M 660248M SWAM C O.BB2 •plbo Mull �P N(LYNN,y17j4; ---I--- 0 i B 1°%3.125'X.50(P(B) 66B37M WBII16M 0661114M BW242M 666516h1 D 1.782 ``�r1�`�.•`7cENSP F9�� 26-X2.11 i I I i 1.26"X3.188'%.265(12) 66641M 8881117M ONI113M 666241M 866516M A 1.813 .121'AIUm '•. � � ______� =1. No.58'/06 _______ M 125 X2.11'X.125'(1&) 89370 WA N/A WA 666517M Tube Mull _ _ C OFFSET-1 NOTE$: .. I L`l�.5•'Wi .126' S(IS1T8 ALUM. '� ST TE OF CC/. I TOPVEW 1)HOLE$TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. '•�•(`�••• ROR7Op; =� .740''-'�1 ' �� 2)SEE SHEETS 6-20 FOR SUGGESTED,APPRC)OMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. ��SS/Qnj LF•?`` A.L''/N,l 31 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, FL P.E.N 50705 y 1.000• 1.000'�- 1.ofiz-� � Tao• - ..06 .385' .125' .0er I I . -1 F-.1z5•OBr 115 .0 4.000' A25'STANDARDCLIP I Y 4.000• 4,OOm 2.000• ..To UM, I 2125 2115 ANGLE CLIP L' 2.026' U-CUP 2.000' emlT8 ALUM. 125• %SECTION I I 6183•TBALDM. - %-$EDRDN ,125 •125 .126 %SECRON m yN gm W�1j .031' O a¢ 3 W .726' CENTEDASHR OF ANCHOR HOLE MUST LIE WITHIN THE J -F.725 THE ,�5, ,166' 376' ANCHOR OZ.DISTANCE MAXIMUM ANCHOR K� m 1•XULLION5'f 7'11"LION 6' 1%4'%.]75 6�D.�1 HOLE OWAEIER:ANCMOROWdETFA�7/18'. m N O O FOR MULLION MULLION T•MULWN CI1rHERETO I 6000' 375 P O IO 60-SEC;LUM 606u,-To-SECTION 8 -SECTION 3.125 ..{ •376 In %-SECTION XSECRON X-SECTION '375• 1--01>FATE F{LIP.3EE MW. MIN. OETALF,IB:ET4 � W 1.250' .376' ? r_______� i ___________1 O z r---^'- CENTER OF r_________ .376' Z 1.250' t2W I I I i I ANCHOR HOLE i MIN. MUST UE WITHIN 1 I i i I THEDASHED Z = I I I I I F SOUETS5Y2 FC j j Q z G m O F ___ IT SHEET95-A FOR F 1I F 2 L 2.876' i i I i E THEANCHOR O.C. 3.84' I t I I F I OMAXIMUM (G 3 8 3.250' 33ANCHOR NOIE 0YY 1 N R F jm N1oaL-1 ---------------------' 3-- ----- ONMETER-ll18'. a Z (O� O _ 2X6ANGlE CLO' A�.(J -10184• 624• F STANDARDCLIP UCUP 808}TB ALUM (IY K 6083-TBALUM. 0063•T6ALUM. TOPVIEW f --1.820'F•� -(.BA'I^ -y,gyp'I-- ZrFR.0' ANCHOR HOLE MUST LIE TOPYIEW TOPVIEW NE DASHED BOUNDARY.SEE 135•%325•X.100' 125•X 325-X A2C 1.25%3.94'X.824' SHEETS 5.20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmanelen Value 6a)For Mulllpn; Olmanalon Value(In)For Mulllon: BOOSTS ALUM. 600STSALUM. ems., ALUM. DIAMETER:ANCHOR DIAMETER-Mr. 3687 1'X4 F .938 "26•X336' )(•SECTION XSECTION %-SECTION p 1,000 ,125 G 0.618 X.824' H 2880 AJ 3.469' H 1.498 Aluminum ,5 3.409' 6.60m� I 3180 Tuba MMbn I ].2511 Tubo X3.94' 2.881' � 1Y5 .375' ,3T5' F 3187 1'%4'% F 2.825 7.26'XJ.BO' 1.877' - MIN. p 0.761 .375 G 1.125 X.624' 1.37T� R H 2430 Al-lwm H 7.600 AlumNum aontyMryywnh We .Id, 1 1 30011 Tube 9'1' 1 3250 Tub Mullion u04L'84bh/1 -'l 5 I I I F 2218 1.2Y%325' F 281] 30.8 MINI I j j I i O 0.760 %.1018 F 22076 IS•Be MW ,t .125 I I I H 1.618 Allmllaon .125 45' 2250' I I I I I I ad.Ne u" anuol 30' 1 3.250 The MWlbn H I I I I I TABLED t1 t IIIIII 325m15•BAY MULLION 3250' I I I i i �� " N =BAY MULLION 8083.76 ALUM. -_______� �_ _____� MYIIDOnanY00 POT PaOF �p14V, &.1, =BAY 8063-TO ALU I / %SECTION I Ieneelq Mulllon 814.Clip ORrt Clip UCllp M91e cup - VCENSE '•,9 XSECTION f I �`` •• 1'%1'%.125•(10) 88381 fi8B117M 688112]M 880211M 68861eM '---le OFFSET CLIP '�c: No.68705 7 I .125' G 818YT0 ALUM. 1'%4%.376'(11) 86910 B88112M 6681123M 866242M BBBOIBM _ •; •22g•J�,,�t.� .226' 4-,981'-I ,740' TOw1EW 1'Xd'X.97YT III) OB03 SW112M U61123M 866342M 88B510M NOTES: 1.25-X325-X.im•(13) 20160 W51127M 6WI124M 6562410M 6000116M .b L(I�c)�t• (�` 1)HOLES TO BE GRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 125'X]25•%.B2P O1) Atat O6B1128M e6B1125M 8862411M Bm6110N :��'.• SATE 1.25-X3201•X.624•(16) 20182 6661117M 601126M 666211M 666517M �'C�.'•;F(OR10 P,:•�\?� 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 900opmo(19) 66669 WA WA WA 8885110M /0 45 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 45 Deems lA) 60650 WA WA WA 8605177M A.LYNI(lII(IILL�2,P.E. FL P.E.A 58705 TABLE E Mull Dimanelon PGTP6r1# £ £ (ab6otOJ Mullion Std.Gilp U•C1)P RBStO CtIP 1 -"•)(—.126' 1 —j t»--125' -y t--.125' C r%4`%.25`(18) 86802 BB8281M 880277M BB65112M ( � I 1 o r Xr X,2W(M 80804 606282M 666272M 8685lS3M I StAtroAROcuP �y{7II 606370 ALUM. I tLCUP 2X5ANOLE CtWA4 2.000' %SECTION 2.126' 0003.76 ALUM. 600.176 ALUM. Y YY NOTES: 1 %SECTION 21100• %SECTION d 1)HOLES TO BE DRILLED W THE FIELD FOLLOWING I .126' L i .126' N zs DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET- ��III.Hjk� 2)SEE SHEETS620 FOR SUGGESTED.APPROXIMATE N d HOLE LOCATIONS. --1.980, 3)SEE SHEET324FOR GENFRALLNSTALLATION METHODS W 6500' CUT HERE TO U tY N 2.000' .376' 3500''-`{ CREATEPILF. �SOOp' 376' W p O I_,,DETNLR .375' £ .37b' --`�MW m Z t��1 1- MW. BHEET4_^ MIN. z N ------------ __ _ to to IT____________ I 1 I j Z �$ � i ( ( r z O 4.000' d Z .250' rX4'X.25 £ _TI' 3.438• £ t x438' �£ �'_---'--_i_ 606378 ALUM.ON 3.436' X•SECTTON i I I ,375` i_ -___.._._,._I___ _--__-_� __ � L__-_ J MW. �OyI O S __ N N C@7TEROFANMOFtNCLPMUSzF 36083.T6AtUM. U.CLIP.083-To ALUM. 2XSANOLE CLIP O g 3 '250 WRNM THE OABHED OOUNOARY.SEE TOFAEWLIP SEC ORTXMGULUON.SHEET IO CENTEROFANCHOR HOILEMUSTLIE 608376 ALUM, 2 Z N O TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOpyIE\Y SHEETS 620 FOR THE ANCHORO.0 SXEETS620FOR THEANCHORO.C. a K DISTANCE.MAXIMUM ANCHOR HOLE CEN7EROFANCHORHOLE MUST tlE OtSTANCE.MAXIMUM ANCHORNDLE PUNE7ER:ANCHDROLANETER*IHS. WTTN TNEOASX®BWNDARY.LEE DIAMETER: AXIMU ANCHO HOLIE. 511EET 620 FOR THE PNCMOft O.C. 6.500` DIST A E MAXIMUM ARMOR HOLE .376' 3.500'_CCEAERE� OMMETER:ANCHOR DAMETER.Uie•. £ .375 6.000• FAIN. LEEDETA1f, $ XEET4 MSN. .375 MIN. ------ -_ ___ __.,_ .375 _ Ii i_______________..._____i I 1 I I I Ioapp900vn51S.Fl.d4a j ( i i fl dt424W" ....{{ I I I I I HO `F� f I I I Oat. �p i .2LM 8.000• £ -�--- `T_ __i 4688` £ t I uFl oqunl i I SAW 4 5.436' I I {111111117 MI4110N j ; i i JCENSe'•..p w 4 XXSECTTON i I 1 ( i j #;: ND,58709 `•�! ---------------------1 %gyp'•., TATE r .25. STANDARD UOUP 2XSANGLE CUP �'.T(C'•':.ZORIV., 6 3TBALUM. MXMTGALUM. 6053-TOALUM FSS TOP VIEW lISEO FOA T X6'MULUON.SHEET 77 TOPVIEW tt IU6M4�`� TOi SEW A.LY4 +i"'L P.E. FL P.E.0 50705 + w R EXAMPLE I'SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES,THE WINDOW FRAME DEPTH IS 2.114•.THE OPENING REOUMESA DESIGN PRESSURE OF+SOBA60.0 PSF, NO ANbIoea IN HEAD 1)UNITIALLYASSUMINO THAT A I'WIDE MULLION IS SUITABLE,THarL1ONLENG7H IS TTAND THEOPEMNG WIDTH 1332432+1*-W,REPERENCINO SHEET 25,THE COLUMN USING '--"t---- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FORA MULUON THAT 18 AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF 160.01-604 PSF.IF THE TABLE DOES NOT WOW THE ENACT SIZE,USE THE NEXT LARGER SIM AVAILABLE. C�sC' ERF~ESSI.,,N 06'ST.vLS FROM TABLE 3A,SHEET 7,THE 1'X 2.75'%.376-MULLION(LENGTH=72•,OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DEMON PRESSURE 15+1-80.3 PSFAND WOULD pg*y Q P-VVC1S SHEETS NOT BE SUITABLE FOR THIS APPLICATION, y 2d FROM TABLE 4A SHEET S.THE 1'%2.75'XA50'MULUON(LENGTH 472',OPENING WIDTH=70')HASA DESIGN PRESSURE OF-1-721 PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE % Ir OPENING ANDMAY BE USED IN THIS APPLICATION.NOTE THEANCHOR CAPACRYREQUIRED OF 638LS5, NVWa LENGm ^ 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REWIREP FOR THE WOOD SUBSTRATE BOTH THE STANDARD CLIPV417H(4)012 ANCHORS AND THE 2X5 m +{j ANGLE CLIPS WITH(4)012ANCHORS HAVE ACAPACRYOFSEE LOS,THOUGH EtNffRONE COULD HE USED,THE STANDARD CUP ISEAStER TO INSTALL (A SEE H1- °ETNA 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WIT HE $MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL � UJ 9HEET8 APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THATTHEBOTH THE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED INACCORDANCE WITH THE J W 2i1 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBST14AT S AND FENESTRATION PRODUCTS TO MULLION. 7; N IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS r!-BOA PSF.71L11��OYERAIL MULIK)N SYSTEM WAS DETERMWEDTO BE 72.7 PSF WRH AN ANCHOR CAPACITY 011111.,ALTERNATIVELY. W �6 O NDAN—glO-rtsym�-vmo0'r79nt THE ANCHOR CAPACRYADJLLSTMENT FORMULA COULD HAVE BEEN USE 700CAICULATETNE ANCHOR CAPACITYREQUIRED FOR THE EXACTDESIGH PRESSURE OF 00PSF: m 5r --1)'-1,0ntwl TH 598 LBS J apEr�OWrom {60 PSF)%( }=624.318$ {MAYBE USED TO QUALIFY 310 S}EElSCREWS FROM 7ABlE48) g � M.T PSF LLD THE BUILDING SUBSTRATE IB KNOWN TO BE CMU ON THE JAMS$AND USES A CONCRETE HEADER AND$ILL.TH€VANDOW FRAME DEPTH IS 239'.THE OPENING REQUIRESA m g �(D 0561ON PRESSURE OF-0.01-55.0 PSF. D d 6Li Z FOR THE VERTICALMULLION, ).., � C $ o 1)INRIAIYASSUMiNGTHATA 1-WIDE MULLION IS SUITABLE,TILE MULLION LENGTH 1332'+72'H'=105'ANDTHE OPENING WIDTH 1036'+3041'=73'.REFERENCING$HEFT 25. Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN UNE MllttiON TAS tES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2Af8'AND WILL EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0t35.dPOP.IF THETARLEOOES NOTSHOW THE EXACT SIM,USE THE NEXT LARGER SIZEAVAILABLE. ANLL WX)m FRONTTABLE3ASHEET 7,THE 1'X2.75-X44 MULLION(LENGTH=103',OPENINO WIDTH=W)MEETS THE DEPTH REWIRED.HOWEVERTHE DESIGN PRESSURE 18+1.15.1 PSF Y y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. N N FROM TABLE I2A.SHEET 16,THE T X4'X.250'MULLION(LENGTH=100',OPENING WIDTH=00)HAS ADESIGN PRESSURE OF.1-64,7 PSF WHICH EXCEEDS THE REQUIREMENTS 6 Z N SEE oETALLS. FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. a FSNESTPAT{ai sn7EETI, BECAUSE iTISNOWXNOWN THAT THE MULLION WILL ADD 2-TOTHE WIDTH OF THEMULLED UNIT,THEADJUSTEDOPENINOWIDTH 1638'+36••2•=74',NGT73'AS PREVIOUSLY -2 PRODUCTS AS MED.VERIFY TRATTHE DESIGN PRESSURE IS STILL APPUGNE E FOR THE ADJUSTED OPENING,ALTERNATIVELY,THE WINDOW WIDFiS MAY BE REOUCEDTO MAINTAIN APPRWN THE 73'DIMENSION(35-10+35.1/2'+2'=73'). j 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY�ND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED VERTICAL _, , CONCRETE HEADER AND SILL ARE S'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN TH E B',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. hNutOt; - USING THE STANDARD CUPWRH(6)3117 ULTRACONANCHQRSATAN EDGE DISTANCE OF 2AWGIVES AN ANCHORCAPACITY OF 1050 LOS VABCH IS GREATER,AND USKUM - -SEE `SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 071 USS. A OETMm PETALS, CPG"ND sHEEI97J sw;ErS FOR THE HORILONTALMULLIONS .mm FOR BECAUSE THE VERTICAL MULL WILL BEA T X 4'X,250'MULLION,INTHIS EXAMPLE WE WILL MATCH THE HORIZONTALAND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER .002 MULLION TYPE COULD BE CHOSEN. RODUCTTRElVI F.LLXXt compUYOpTTk111hcFmAdo I)THEMULLION LENGTH IS 30'AND THE OPENING HEIGHT IS 32•142'u106'.REFERENCING SHEET 28,THE COLUMN USING TRAPEZOMALTMANOULAi LOADING MAYBE 3ad)ag USED.FROM TABLE IM SHEET IB,THE T X 4-X.250-MULLION(@ LENGTH=42,OPENING HEIGHT=120')HASA DESIGN PRESSURE OF H-170.0 PSFWHICH EXCEEDS THE I FN1 /ZV•a7 SEE REQUIREMENTS FOR THE OPENINGAND MAYBE USED IN THISAPPUCATION.NOTE THEANCHOR CAPACITY REQUIRED OF 521 Les. AI DETAILS. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITYAND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAM13SARE 6' snEErs WIDE.IFTHE MULLION CUPWERE TO BE CENTEREDWITHIN THE O'1CARE MUST BETAKEN TO MAINTAINTHEPASTENERS EDGE DISTANCEUSWGTHE2X5ANGLE CUPS WITH 1WW 7WeduN Rml 2J ANCHOR CAPACITY ANCHORS AT AN EDGE DISTANCE OF 7'GIVES AN ANCHOR CAPACITY OF 540 LBB WHICH IS GREATER AND THEREFORE SUITABLE FORTHE REWIRED ii!1111 ANCHOR CAPACITY OF 521 LBS. h Qty LYNN!41!< ��i 74•,NOfSZ. I .uutErcm' MULL LI ISN.LENORf FOR CAPACITY 19 US WHEN HE AL MULLION TOVERTICALGREATER. SAME ANCHOR CAPACITY OF521EBSTAHO 128 FOR THE REQUIREMESHOWS THE ANCHOR 4: ��'•1,10ENSF CAPACITY IS E IS LBS WHEN USING 3 ANCHORS,WHICH 1$GREATER,ANb THEREFORE 50RABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE $C CP6wN0Y2fpm FQRVTitnGYMI(t ANCHOR TYPE ISA 31257€EL SCREW, ��' N0.58705 FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: - +t-Bd.TPSF FROM THE VERTICALMUlU0N', +1-170.BPSF FROM THEW HORIZONTAL MULLKUNATTACH07GTO CMU; z7 1"'- .1.170.0 PSFFROMTHE 38'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION(INTERSECTION). ATE F k/: THE LOWEST DESIGN PRESSURE IS-Aft?PSF ANDWOULD APPLYTO ALLOF THE MULLIONS. %�4 A' p,•'G1=� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS PESO WITH THIS MULLION SYSYEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION �jsQ(��,L1��1 PROOUCTS,W)LtAPPLYTO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLIONAND THE FENESTRATION PRODUCT BE INSTALLED IN A.0414 TJRBLEry P.£ ACCO RDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TOMULLION. FL P,E.3 58705 EIAMPLES OF RECTANGULAR LOADING EXAMPLES OF THAPEZOIDALIFRIANGULAR LOADINp: 1 yy72 PW PW ga I 4 O Y SMIDH SWOH SHIDH sxmHPW w O m LOADWGOF VERTICAL MtALiON LOADINGOF VERTICAL MULLION SILL OF VANOOWS NOT ANCHORED WITH INTERSECTINGHDRI2ONTAL MU LLIONS N i HINGED � OOOR j SGD 2 m PW iLOADMOFVEATCAL MULLION ] iLOADWp OF HOAISANTAL MULLION PIN LOADING OF HORIZONTAL MULLION p Ii � d rn c l f _ ; PIN - 9 yy8 SH/DH SM/DH 4 f N GH H@H 0N LOADWGGFVERACt1MUlLION LOADING OFHOR2ONTALMtAUON i SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION i 1 PW PW HR / V'.' t I r„ LOAOINO OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OFHORIZONTAL � MULLION HINGED I DOOR PW PW i NOTES, RQDUCTTUIVAE6 i wm�rskmDrcFtsda -- j 1C)OONRFAIGWUWRATIONS RERESEN7ATIONS. OF TYPICAL y�q�-- MAYBEU PW CONFIGRATIONS NOTSHOWN EXTRAPOLATED FROM tz THOSESHOWN. n I I I 2)IF THE LOADING TYPE CANNOT `��la�i.YNAl ((y� REDETERMINED.USE �0,,.,.•••.. <jp_ PW ! PW RECTANGULAR LOADING. ��'�,:'VLCEMSE :M'f'g j I 3)SEE PRODUCTS'APPROVAL FOR - No.56765 LOADII I/ ACTUALANCHOR LOCATIONS - �} COADINGOFVERTICMLMULLION NIERS MNOH TRIZO HORIZONTAL L I PANEL OF HINGED DOOR IS NOTCAPTUREOOR ANCHORED WITH INTRTSECRNO HORIZONTAL MULLIONS i SGD '.�O'•. �.;ATE OhII Tl! 1S RV F LOADING Of VERTICAL LOADGYC OF kORtZONTAt //(*{Lfiy�gjL+Ek.E. MULLION MULLIOIJ FL REA 5BT05 Florida Building Code Online C n ^� ` f Page 1 of 4 ��i a z:�A.`,�$ � saw ✓ �a a ��' -..}�� ;� ''€�" �''v"'�" f�� .,.e BCIS Home i Log In i User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff ? BCIS Site Map Links Search Business Professid�ral * ° SER upc.•btilApproval User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL10975-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,01-143517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email .a+s Quality Assurance Representative FILE k4o 6"11 0 R t� Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer S7 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E• Validation Checklist-Hardcopy Received Certificate of Independence FL10915 R5 COI Certificate Of In dependence.odf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL10975 R5 Equiv OF STANDARDS.odf http://www.floridabuilding.org/pr/pr app dtl.aspx''param=wGEVXQ A tDgvihT9G9wJlk%.,. 1/26/2016 Florida Building Code Online Page 2 of 4 . Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/02/2015 Date Validated 02/03/2015 Date Pending FBC Approval 02/08/2015 Date Approved 04/15/2015 Summary of Products FL# Model,Number or Name Description 10975.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door-(X)Inswing or "ClassicCraft"or"ClassicCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 11 Inst 10975.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.1 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.1.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.2 b. "FiberClassic", "SmoothStar", 68"Impact"Glazed Fiberglass Single Door with Sidelite- "ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.2 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.3 c."FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClassicCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.3 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.3.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.4 d. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door-(XX)Inswing "ClassicCraft"or"ClassicCraft or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.4 for Design Pressure Ratings by FL10975 RS AE Eval 10975.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.5 e."FiberClassic", "SmoothStar", 6'B"Impact"Glazed Fiberglass Double Door with Sidelites "ClassicCraft"or"ClassicCraft -(OXXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.5 for Design Pressure Ratings by httn://www.floridabuilding.org/nr/nr aon dtl.asns?naram=wGEVXOwtDavihT9G9wJlk%... 1/26/2016 Florida Building Code Online Page ') of 4 specific Model and for any other additional use limitations FL10975 R5 AE Eval 10975.5.Ddf and installation instructions.(Note-ASTM E1300-98 utilized Created by Independent Third Party: Yes for areas inside the HVHZ) 10975.6 F. "FiberClassic", "SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.6 for Design Pressure Ratings by FI-10975 RS AE Eval 1097S.6.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.7 g."FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with sidelite "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.7 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.7.Ddf specific Model and For any other additional use limitations Created by Independent Third Party: Yes and installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.8 h."FiberClassic", "SmoothStar", 6'8"Impact'Glazed Fiberglass Single Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 II Inst 10975.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 10975.8 for Design Pressure Ratings by FL10975 R5 AE Eva[ 10975.8.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions.(Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.9 i."FiberClassic","SmoothStar", 68"Impact"Glazed Fiberglass Double Door utilizing Hoppe "ClassicCraft"or"ClassicCraft Multi Point lock-Inswing or Outswing configuration(XX) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 11 Inst 10975.9.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 10975.9 for Design Pressure Ratings by FL10975 R5 AE Eval 10975.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) 10975.10 j."FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door with sidelites "ClassicCraft"or"ClassicCraft utilizing Hoppe Multi Point lock-Inswing or Outswing Rustic" configuration(OXXO) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL10975 R5 Ir Inst 10975.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 10975.10 for Design Pressure Ratings by FL1097�RS AE Eval 1Q97S.10.De1f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (Note-ASTM E1300-98 utilized for areas inside the HVHZ) Back Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,CoL)yrinht 7007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to nra/nr/nr ann ritl acny?narnm=w('TFVXOwtDovihT9G9wJlk%... 1/26/2016 Florida Building Code Online Page 4 of 4 supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: I � ® ei7tiEcY. 6�Y1 )L'CUCft 31EP11FCJ' i,ttn•//www_flnridAnilding_orQ/m/nr ann dtl.asnx?naram=wGEVXOwtDavihT9G9wJlk%... 1/26/2016 THERMANTRUO ........... TI-IERMA TRU DOORS �m ;od% - I IB INDUSTRIAL DR., EDDERTON,E31-143.317 35'37MMAX I�y'••••..� ..:••9��;` cram "SMOOTH STAR 7 "FIBER CLASSIC", 36APMA7C 't5'„n�llll�s "CLASSIC CRAFT”& "CLASSIC CRAFT RUSTIC." N d'wv orinm E fr= FIBERGLASS GLAZED BOOR 3d INSWING/OUTSWIMGssimpAcr GFNFRAI NOTE � � o� 1. This product has been evducted and h In compliance with the 51h Edflon 170141 f losido aufakg Cade Q (%Q structural requirements including the'Ith Velocity Hurricane tend*(HVHn. y � 2 Product anchor$d d1 be as Weed and spaced as shown on dutch.Anchor embedment to bgse j f material shall be beyond wall dressing or stucco. e 3. When used In the1iVW this product cowlteswithSection 1676 of the fbrldo duilaN Cado and does I a not require an impact resistant covefi% 4. When used In areas outddo of thaViRrtequ.Ngwlyd hone dcbtb ptolecvon this product compcC with Section 1609.12 of the FBC and does riot require an l'npact resistant covwt4 this prowl meets g missile sevelTY'aM 6nctudes Wind Zone 4 as dofined in ASTM El 996 and Section 1609.122 of ft FV– I v. 3 5. Falx stud handing mmWc9aL anchoring of these un3s shm he the same as that 7sovm for Dr buck s mcsomycona0uctsor. I u g § 6. Ste eonditbm ita)deviate from the defa3l of this drawing require flethereMyiseeing analysis by a o licensed erGkwer a registered architect. .l—.— .2 'C 7. Ouhwingconflwallomusingeowals9hemnalunder active doom meelwater W.'Rallon 22 i requirement fa'F{VHI'. Syss §¢ 0. 4n;% g eonOOurctom and oul%w&V coequarOans uslrsg sill items 41&014,415,414,434$437 under g me door do not meet the waters rallonrequhemenh for the'1iVHL'and shall be lmfollod eraytn n nonioWloda areas oaf habitable loeoGamprufected by on ovedong or canopy such chef the angle hehyeen IM edge of canopy or overhang to sill tilos;than 45 degrees. S{71 n a FADWOFCONT&M h SHMO DESCOMN 7HFL1'0 DFSCBURQN- - _ _� QIIERe1lL .�FS4GN PRESSURE(pSFjl nF-–_ B 5y# I Typical devatlord design pressures a general notes 7- venkd GassxcfWns ;WltiG' ,,tFR!1ME si ens 6/25 08 ' a OoapanelOetadsR�o>frgdeta21 lSrnoom Stag 0 &rckaM hoina T%W:k tnxo constructiondIMENSfOh{ t'06tFIV; NEGARVf: VALQ- N.T.S. 3 3 Door parol delab IRberaossYl 9 anchoring TX buck maawgy aamhicllon INSWING 37.75'x6200' +55.0 -55,0 a'6'0Yp JK o 7 4 Dopanet doldh(Classic OaOi - 10 Components aa,e5'. LFS 3 S Door panel detaSS Classic Octl.%AP4 I 1 Sg of mdaMtt OUTSV/ING 37,75'x aa.6Z' +55.0 •55.0 rc 6 Horhon}d cross sactlom FL-10475.1 R,-,Q—AThI—TIu PE%VANENIWotla Nodus Appm VL-1015\Dr,w g$kCa VL-109751.5A su D.L.o.�4OOF65.33MAX. O0 O 0 O _SZ O 8 r�T �•�\ .NO O D N N 3 0 O a H Lt� dz o A x i0 //a 5 p A 0 L ��_• / / m Fil 08 R � 4 7 O n A n 0 H m � / �' •O ,0y � � $• N0.43-409 L�2 zfs- 1t C PRODUCT: 0«w.9nU Pr.Pm.a B: .t� "'¢o THERMA TRU Lrnaoo F.Bon:.dl 'i, .....DA: IN m 5 Z N ! 113 IS UPDATE i0 5TH ED. 2014 FBC JK FIBERGLASS GLAZED DOOR P.E.Ne.43409 '4,,5/ONAL0, `� Q 2 2129112 UPDATE 70 2010 FBL JK ppg7 OR ASSEMBLY: �//ABUILDING CONSULTANTS.INC. J u j5 1n p 1 319111 REVISE CLASSIC CRAFT DOOR JK P.O.Bo.230,Vovim.FL 33595 m NO DATE BY DOOR PANEL DETAILS h GLAZING A✓ Poona No.:813.659.9191 REVISIONS DETAILS(SMOOTH STAR) FBPE C.A.No.981] O z0o9 N.w.0u�.o�no co...ulr—Ino. IL\Oie AT—Tru PERNIANENI\Fbridi Pre0uO APpOW4$\FL-10975\Dm ,j,\Cwrw4\Nr1097i1-5AS 3.1 —65.33'MAX D.L.O.-- p 4 p Sg r' 010 O o O D g. O —r O W.+ d O O O N 4), 'Il 0.91' 154• ZO 11 w ti 0 m lJ O N 2 t3 A A A f—�1.56• �' w N a I� n �F 0 m Z �• `^ AOt w •Wo Y1 N `11111 IIII//// v�,1cENeF• T $0 3 PRODUCT: v.c•*.w Pnpor.a Br:: '•. FG(' d iNERMA-iRU Lrnaan F.5,h-dt i,�s'•• OFnD!•• �� Ii FIBERGLASS GLAZED DOOR P.E.No.43409 v o$ Z ! 1 !O IS UPDATE TO 5TH ED, 2016 FOC JK p,� m In 2 7 29 12 UPDATE i0 2010 FBC JK PART OR ASSEUSLY: (.0 DUILOING CONSULTANTS.INC. I_ U N x In o I 3 9 11 REVISE CLASSIC CRAFT DOOR JK P.O.Bv.ZJO.volr:ce.FL 33595 m NO DATE BY DOOR PANEL OEi/�1LS P.O. I`—013.659.919] REVISIONS (FIBER C1A551CJ FBPE C.A.Ne.9B1] I M,M\1M Tm pERM11NUJi\fWi PtW.o App.\FL-30975WD,.ii \CunentVL-197S1-5,..,41 65.33 MAX.D.L.O.— 4 „ f—' 0 0 0 O ro O 0 5'> 00 a r O 3s 0 O v� V O H 48, � a O x 1.47 0.91' $ F-- I a0 -1 -L 0 w O a N 0.79" Z22 N a L' 22 A A a N p A A N (oa�TN P T O n� A n Pi H t y Z Yt _• � d a A w fJ Na 45609 T g 0 $ PRODUCT: uxumenL pnpava Ly. .g ft THERMA-TRU Lyntlon F.Sw Idt IP B B N J'1 JO 15 UPDATE 70 STH E0. 2014 FBC JK FIBERGLASS GLAZED DOOR P.E.No.43909 �79�111 ``` ?to 2 2 2B 12 UPDATE i0 TOfO FBC JK ppRf OR ASSEMBLY: GAQ��BUILOINO CONSULTANTS,INC. 3 B II REVISE CLASSIC CRAFT DOOR JK 00 R PANEL DEi ILS t/1`j/j/ P.O.Bea 230,V.111— FL 33585 NO DATE BY eR p IC CRAFf� Phone No.:813.858.8107 REVISIONS FBPE CA Ne.BBt3 O a°De a.w.°w,.nem ceneuur.,nre two. R\OimtAM—Tru PERMANE14Modm produOAppiw&\i1-1097M&aings\CwenOL-10975.1-5.dxg 51 - --65.33"MAX.D.L.O. 4 o — — a N N =0 0 o0 a 0 0 - V V v 74 O �aeO P O A J O O A 0 O --1.49• Ti K A O A n O y N Z V N V 2 O PRODUCT: 0ec,.mena Pnporm 6Y THERMA-TRU Lyndon F.S.—idL i `q'RaR1oR� P.E.No.43409 Y ro••• •••••• II^ n a =NVDATI"' UPOA7E ro STR ED. 2011 FBC JR FIBERGLASS GLAZED DOOR toUPDATEFBC JN pART OR ASSEM9LY: //7(� BUILDING CONSULTANTS.LNC. nREVISE CLASSIC CRAFT 000! JR Js. P.O.Bo.230,ValNco,FL 33595 DOOR PANEL DETAILS BY (CLASSIC CRAFT RUSTIC) Rnvnc Na.:813.659.9197 REVISIONS FBPE CA Ne.9813 Co... 0.10ima\7NmU T.PB UflWDIIDe koOuq AppruwaVl.-iP)7510rowings\Cunent\FL-10975.1-5W.g fil Z -1 0— n. O No F N 9 _ � Z O O Q I� lO w W w N • O O O O 2 3� F O- A I29 A A � 0 w N V w 0 N \ o - _ _l A .��AAvF'811GCIJ��I /�^ = ;• No.43009 ••. L z!z•fir_ . cl g P e PRODUCT: Drum•^I.v.•c (� iHER6TRU LY^Don F.5c^Val '�'(�p•,•�• a• �=:� r \ _ FIBERGU355 GLAZED AZED DOOR P.E.No.13.09 4JJyj0 1130 15 UPDATE TO 5TH E0. IOIA FBC JK JJI1,11111111 e b In 2 1/29 17 UPDATE TO IOIO FRC JK PART OR ASSEMBLY: @ BUILDING CONSULTANTS.INC. IJ N x!R o I !9 I! REVISE CLASSIC CRAFT DDDR JK HORIZONTAL ✓�' P.O.Bo.230,Voifica.FL 33595 °f NO OAT Br CRO55 SECTIONS Pno^•Ho.:.13-9.11W REVISIONS FSPE CA No.9BI3 O ggqe N.w.eu.u�.0 co.cu.r..r.I^e. K%a vATI,r Tw FUUW8NI1Fbnd ROCua u I-U4"MM. g CiJ FMB.IttP.) Z 2 � o o 22 • � A o 0 V Y ° 19�^ y �. . IJ A Z d CSINK a (TYP.) O O FMB.UTP.) g p 1.1/4"/NN. alp EMB.IIYP.) 0 0 v A V A • �R�gm /10 4 n o � 0 o A I-I/4'MIN. EMB.RYP.J is A O O H29 , E � x 0 2R N A / • A m V • V � I-I/4'MIN. EMB.(IYP.) ••��.•.J'�i N9.43409 Docwn.nl.R.p.r.0 9f• PRODUCT:THERMA TRULrnaon F.Scn.n:at 9 nSERGLASS GLAZED DOOR P.E.Nv.43409 ''��SS/ .• I� O 2 N 1 30 15 UPd1iE i0 57H E0. 2011 FSC JK $ 19 .y U 2 2 29/12 UPDATE TO 20'0 FBC JK PART OR ASSEMBLY: (.�n1 /BUILDING CONSUIiIWis. NC. N z O I REVISE CLL SIC CRAFT DOOR TK VERTICAL ✓l cu p.vn.No Z3..Vw 9.B1 F 33595 NO DATE y REVISIONS CROSS SECTIONS FSK C. ...9813 mPERMNENTVb__a_ *_awings_ _m_&I * §`�� m °0 , !o flno. 6§ §° _. `i §�d/" . �# �|k ^� Q qd q�}t ƒ$� k k esq n kd E ® �7§ §§| ! ( � ,�\O{ ,\On 7 ft % qt | ! .7. ��. ( �� m __. DOOR PANEL , ©o , { §k 7 � ■ k� � kk \� - — 2 O.C.[HP.1 . § Mi EM }% k TOP F DOOR PANEL . ) z_ 7\ § / \ »/, \_ _» 2 v : | ;'� \ ■ __TRU ' Z !„ 2 __5_m DOORw � 97 REVISIONS FSPE CA N..9813 _, & 72 &�&FL '. 2OC , . Ed Ns Av ttP.LIFAo a � N ° JAMBS _� 'j 4 Y �m R miiT MASONRY p'0 28 (`J� A8'� OPENING 00 FRAME C' p g '02 OP Xc w _ 27 SU ai OU IX BUCK ��j LATCHA DEADBOLTDUAIL a — F 0 9 G c u2J attP.SILL H a 10 x r 10 >m U II 10 10 L d� HINGE JAMB FRAMEANCHORING TRIXEJAMB 2 o Mwonry IX buck construction o m HINGE DETAIL a CONCRETEANCHORNOTES: Imvring oWi d 1.Concrete anch xlocations of the comers may be odiusted to mainfoln the mfm edge distance to mortalotnts. d 2.Conveteanchwlocotl°nsnofedas'MAX.ONCENTEIrmussbeadlustedfa - $ mofntaln the min.edge cUlance to modarlatnIt addiRoncl concrete anchors 10 may be requFod fo en—a the MAX.ON CEMEA'dMenslon aro not cuceeded. 1 O ` a3.Concrele anchor table: �p ',ANGHOR ANCNOR.: MIN MIN CLEARANCE MIN..CIEARANCF H 10 A n TYPE-; YIIE - EMBEDMfNL: 19 MASONRY TpA07ACEM: 'i °a EDGE-= .:ANCtfOR -M 6/25/08 ° IIIY 1/4' 1-1/C S 4' 10 sauce N.T.S. 9 TAPGON° ELCOK 4' asa�': J ULTIACON aac en ""s2;: WOOD SCREWINTALUTION N01F5: HINGEDETAIL IF--.W x I.Mamlain a miNmum 6/8'edge Balance.1•end distance.6 I'o.c.spachg of Ouiswutg FL-10975.1 O vood screw�bPrerenf lhesptifXng ofwmd. a FLACI All—Lu PERMAPIENT%R..1 Pmd.dApp-W!L-1097501uw'vlgsTCu:mt�it-109751-SC«q llll of I K 4 gp _ v y y Q o 015,—a--i I I r.-I.aY� r--I.as• r--I.aY- a ° 01, 22 O ` M 1� L RID las s 6 I � 0.906• o so p 6 6 6 �• ``Y11uu 1"77777 `v��eu7DD••;T Zi..r I PRODUCT: Oo.•�n.mc w.pwaa B� .f� fj P Fj THERMA TRU Lrnoon F.5on:wloL '��l'•••'•�� •',(��`� I� o B 2 ro 9 1 JO IS UPDATE f0 SiM E0. 20I6 FBC !N FIBERGLASS fuZEO ODOR P.E.No.1]109 �S$�10, Q b ti 1 2 29 12 UPDATE i0 2010 FOC JN pggT Oq a55EMBlY: (.jj BURRING CONSULTANTS.INC. I_ N x!w O 1 J 9 it REVISE CLASSIC CRAFT DOOR llf �J�-VI/P.O.Bo.]]0•Vali 'FL 33595 b NO DATE BY COMPONENTS YYY P. Nw.:813.659.9191 REVISIONS FBPE Cl N..98 1] O voov w.w.uc,w..w cw..c.n..re Iwo. !",f' BILL OF MATERIALS' BILL OF MATERIALS IG DESCRIPTION MATERIAL REM DESCRIPnON MATERIAL - O:` '•• L IX BUCK SG>=0.55 WOOD 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMTNT FIBER CLASSIC FIBERGLASS �•/ ,gY^� �; -d R 2X BUCK >=0. WOOD SI OBER CLASSIC DOOR SKIN.065'MINIMUM THK.FIBERGLASS H COMERGP. '�0: Z* � m MAX.I/4'SHIM SPACE - S2 TOP RAIL � . ., c m n 1/4"X2-3/,VPFHELCOCONCRETESCREW STEEL 54 HINGESTILE LVL/WOOD �j MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI 55 BOTTOMRAIL COMP.301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 57 LOCKSTILELVLIWOOD1/4X I-3/4'PFH ITW CONCRETE SCREW STEEL 60 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT FIBERGLASS 3/16'X3-1/4'PFH ITN CONCRETE SCREW STEEL 61 CLASSICCRAFT DOOR SKIN.090°MINIMUM THK.FIBERGLASS flBERGIAS$ b pa imcu H 1/4'x3.1/4°PFH RW CONCRETE SCREW STEEL 62 TOP RAIL COMP. Uy3 9argg 1 1/4'%2.1/4'PFH ITW CONCRETE SCREW STEEL 64 HINGE STIL-t - WOOD .Z m a a C J 1/4'X 3.3/4'PFH ITW CONCRETE SCREW STEEL 65 BOTTOM RAIL COMP. E K #B X 2-1/2'PFH WOOD SCREW STEEL 67 LOCK STILE LVL/WOOD Si L #10 X 2-1/Z'PFH WOOD SCREW STEEL 70 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT(CLASSIC CRAFT RUSTIC( FIBERGLASS 1a I EXTERIOR WE FRAME ALUM. 71 CLASSIC CRAFT RUSTIC DOOR SKIN.090'MINIMUM THK.FIBERGLASS FIBERGLASS 2 INTERIOR LITE FRAME ALUM. 72 TOP RAIL COMP, m 3 UTE FRAME TRIM PVC 75 BOTTOM RAIL COMP. o 4 #10%1-I/2'PFH SM SCREW STEEL 77 HINGE AND LOCK 5ILE WOOD 7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 8 LONG REACH COMPRESSION WEATHER-STRIP FOAM S'> 9 4'X 4'HINGE.097°THK. STEEL o 10 #10X3/4°PFHWOOD SCREW HINGE TO FRAME STEEL -' 14 THRESHOLDOWSWING-SELF ADJUST ALUMJCOMP. 15 THRESHOLD OUTSWING-5-3/r MPOSRESILL ALUM./COMP. 16 THRESHOLD OUTSWING-5-3/B COMPOSITE SILL ALUM./COMP. n 17 PASSAGE LOCK-KWIKSET ISIGNATURE SERIES STEEL 18THRESHOLD OUTSWING 5-3/4'THERMAL BREAK SILL ALUM. OOD "m 19 HEADER JAMB SG>=0.42 WOOD u 5 20 SIDE JAMB SG>=0.42 WOOD KWIKSET 0 A v L RLATE .0 L 31 COASTAL OUTSWING THRESHOLD ALUM.IWOOD 32 DOOR BOTTOM SWEEP PVC G u 33 INSWING ADJUSTABLE THRESHOLD.STANDARD SUBSTRATE ALUM./COMP. 1?12 34 OUTSWING THRESHOLD-S-3/4°HARDWOOD SILL ALUM./WOOD u 35 7/16'%1/7 STAPLE STEEL 3S - 36 INSWINGTHRESHOLD-FIX ED STAN DARDSUBSTRATE ALUM./COMP. 0 37 OUTSWING THRESHOLD ALUM./COMP. 38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. hn�o 39 PANEL REINFORCEMENT 0.023'THK. STEEL 40 B G DOOR W REINFORCEMENT SMOG FIBERGLASS n n-Z 44 HINGE STILE WOOD am 6 25/06 ° 45 BOTTOM RAIL COMP. svae N.T:S. 9 46 INSULATING FOAM CORE POLYURETHANE oxv�: JK 47 LOCK STILE LVUWOOD oar�, LFS 3 4B TOP RAIL COMP. z 49 SMOOTHSTAR DOOR SKIN.070'MINIMUM THK.FIBERGLASS FIBERGLASS FL r10 FL-10975.1 n NOTE WOOD DOOR COMPONENTS:PINE OR OAK(SG>=0.42) s'QT I T a' 1 O d R W R W Building Consultants, Inc. B Consulting and Engineering Services For the Building Industry P.Q.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 • s + Product Sub Category Manufacturer Product Name Category Swinging Therma Tru Corporation Smooth Star,Fiber Classic,Classic Craft&Classic Craft Rustic Exterior Exterior Door 118 industrial Dr. Fiberglass Glazed Door Doors Assemblies Edgerton,ON 43517 Inswing/Outswing Phone 419.298.1740 I "Impact" Scope. This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# t998)for Therma Tru Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations; 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBG)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debrisprotection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"l3"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBG. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-10975.1 require further engineering analysis by a licensed engineer or _.registered architect. 7. Outswing configurations using coastal sill item#31 under active doors meet water infiltration requirements for"HVHZ". 8. Inswing configurations and outswing configurations using sill items#18,#14,#15,#18,934 and Item#37 under the door do not meet the water infiltration requirements for the"HVHZ"and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL-10975.1 for size and,design pressure limitations. Supporfing Documents. 1. Test Report No. Test Standard Testing Laborator+,f Signed by TEL 01460336 A,B,C ASTM 0635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-99 TEL 01460339 A,B,C ASTM 0635-03,ASTM D1929-96, Testing Evaluation Labs Lyndon F.Schmidt,P.E. ASTM D2843-99 TEL 01460030 TAS 201-94,202-94&TAS 20$-94 Testing Evaluation Lab.,Inc. Wendell W.Haney,P.E. STTS00001 ASTM G26;.95 Sub-Tropical Testing Lon Hicks,VP Operations 16427-107362 ASTM E84-00a Omega Point Laboratories William E.Fitch,P.E. ATI 67508.01-106-18 ASTM 01929-96 Architectural Testing,Inc. Joseph A.Reed,P.E. 2. Mlami-Dade NOA Materials 14-0423.16 Saflex interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-10975.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4, Calculations Prepared by _ Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) , , Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and '.- Management Institute,certifying that Therma Tru Corporation is +� manufacturing products within a quality assurance program that eomplies�' „t, with ISOTIEC 17020 and Guide 53. Lyndon F.Schmidt,P.E. >' FL PE No.43409 2/212015 Sheet t of 1