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Q <br /> K <br /> INSTAL1AilON ANQfOR S0IEDULE 41/2"FRAME-NAILING flN&BLOQ(/FLANGE FRAME INSTALLATION-SINGLE CONF. <br /> m�wucarn,nm mwc.wmoows¢e ouonu7a'cElml � o <br /> 6 MAX O.G(in <br /> WINDOWf11AME f0.5TENE1tNFA�T'VE FASIMERSIIF SUBSIPATE ANO/Ofl FMBFDMINiIQiI EOGE06fANCEIPlI ANQ10NfAPAQf�S FRAME AN610R�$� � Oi <br /> ttvE SvEaFl[aiqrv R) RI ansmon AN[HOR DP�P�1 <br /> CONFIGURA7ION SCHEUULE <br /> IIGAUGEa00flnG apprmimattly WOODWITNAMINIMUM I �N(in) H(in) HFAD/SILL JAMBS HFAD/SILL IAMBS � <br /> NAWNGiM ROOi1NGNA0. I1GNIGE W000 3�� i � � <br /> WYLrl-1/2'tDNG 1-U3' SPEUiICGRI�VIlYOF0A3 <br /> inN rMCO�a111 1-I/3' 1-1/8' MIN.3000 VSI CONCREIE 56 99 60 # � i <br /> 54 89 60 C.) �S <br /> F <br /> ncou�mncoru ia/e- r Minxsoovs�conrn� 11GAUGE <br /> CorvCncrE NAILINGFIN 40 63 60 4 4 Q 4 � �7 'a' <br /> p[pCpEtE.ctF7tSSO 2' 1-7/d' MIN.2500PSICONCREfE ROOFINGNAII O <br /> 40 63 75 � W 3 <br /> wrncwiK�onn 1-]/2' 1-1/8' MIN.ZOOOPSICANCREfE d <br /> MiOf111�JJIMFAD 3/16' 60 78 60 <br /> t <br /> ITV TMCOt6(1) 1' 1' <br /> SmENGMCONfaPMM10E 54 99 40 19 14 p <br /> MASONRY QGOIILTPhCOtd 1•1/<' 1' Q <br /> TO(SiTA CAO,MEOIIIM 54 99 60 175 13 <br /> ilANGEFMME (BIOCIVCMU) pLOCREiE-FtfXSYI 1-1/4' 1.7/8' WEIGNT <br /> 54 89 40 19 14 <br /> �� MILTIKWIK10NI1 1' 1•1/B' S4 89 60 175 11.5 <br /> eto«ma�.a NO_10 WS <br /> �yNC M1SI B1B.6.1 40 63 40 6 6 39 14 � <br /> TIIOOWHi1NME (WOODXPEW�(2) �.'OODNn1HAMIMMUM (ANSIBlSb.l) _ o m <br /> WOOD 1-1/2' 1' 0 � ..� O <br /> pNCNON ASMEele.6.a SPECIFlCGRAVIT'OFOA2 40 63 60 19 14 0 <br /> oa (iavrirvG s[atw11x1 FLANGE FRAME q� 63 75 19 125 Z °o a � <br /> �ANOIOR 20G�W(iE(0.03a6' qSR.1a6535TEEL33161 AND 40 78 d0 19 14 � <br /> MIN.IXK�STEEL /SMEB38b.a BLOCKFRAME �Q o � <br /> 3' hE1D5TRENG111SiEELON <br /> INQUDINGSfEEL (TP➢F�NGSCREW�(3) B�R �NG 40 78 60 19 16 Z= <br /> iIATONVI�IIHFND r10.30 �� iULLYYENEfPATE <br /> SuBSmaTEwin� 7NROUGHFRAME 54 99 40 �V <br /> 1/8'MIN.iHK. lSMEB38.6A 31NRflDS �T�+�ad6STEE1361(51 pNCHOR � a <br /> $i[El (TFFiING$CREW��2� FROTRUDING 1' YIFIUSTNENGIHSTEEIOR 3�16' $4 99 60 <br /> O W m�O x N Q <br /> iN��r acrha OR CONQtEIE 54 89 40 W N Z Z '� ~ <br /> 0.060'MIN.THK ISMEBIH.6A 1� 606}BILLl1M�NUMOR a�P���R SCREW w <br /> 54 89 60 O���1 raq � .Z <br /> raumirmnn RnvvwesrnavlRl et�a pp a y Q.�w � � a <br /> NO.10 40 63 40 6 6 19 36 �Z—y� <br /> Nons: 40 63 60 � Q�J>W $°� <br /> 1�V'JIEN ITW TMCON$ME LLSm fOP CONCAEfF/MlSONRY�NSTPLAPON,TNEYSIWl BE 1HE PDVANCm 7HRFAOi00.M TECHNOIOGYTYVE TAPPING <br /> 2�FORWOODMIDTAVVINGSCREWSIFSVIITi1NG15ACONCEPN,DRILL7/6G'PIIOTNOfEFOPFW�GE/BIDC[FPAMEINSTPLA7IONOF3(31'VIIDTNOIEfORWUUNGFIN $�qE1Al(ASME 40 63 �$ � J O d�(J �w� <br /> fn _ <br /> utsrnwnoN. 818.6a1_ ao . 7a _ 40 , W P.� <br /> NOTES: ao �8 6o a �_ ���� <br /> MU y <br /> 9_ INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR 41/2"FRAME-NAILING FlN&BLOQ(/FLANGE FRAME INSTALLATION-TW IN&TRIPLE CONFIGURATION w Z p <br /> SPECIFICAT10NS BASED ON THE WINDOW FR,4ME 7YPE AND SUBSTRATE ¢ to't" <br /> TRANSRION 8AR W �°o� <br /> ENDDLS'fAN�(ED) N W��o <br /> 2. 4'1!2"FRAME-NAILING FIN 8 6LOCKIFLANGE FRAME INSTALLATION-SINGLE FRAME ANCHOR(SFE rvinx.wwnow svE ANCt10RQU5TERAT �.�� nnax-o.�(in) � g < <br /> CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. coNFi�uiwnoN ANCHOR OP(psfJ N�+o/sn� � �F$F�m <br /> SCHEDULE� MW O.G � g t� <br /> W("m) H(m) Qty. HEAD/SILL JAM85 HEADISILL 1AM65 _ <br /> � <br /> 2.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE. <br /> 2.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON 1a6 7a eo 5 '1 <br /> ELEVATION DRAWINGS. iieau�e iac 7a 6a 7 i 4 4 4 4 <br /> 2.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE NAIIING FIN ROOFINGNAIL 7zi �a ao a i <br /> FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS. izi �a so � i <br /> 2.3.1. QUANTITY OF ANCHORS BASED ON MEETING TFiE O.C.SPACING ia6 7s ao 5 i ls <br /> REQUIREMENTS. <br /> 2.4. ' MAXIMUM WINDOW SIZES(W x H) No.iaws iac 7s eo � i 13 <br /> 2_5. MAXIMUM DESIGN PRESSURE(DP) FLANGEFRAME (AN51818.6.1j lZ1 7a ao q i 6 6 19 is <br /> 121 78 60 6 1 34.5 <br /> 3. 4'll2"FRAME-NAILING FIN 8 BLOCK/FLANGE FRAME INSTALLATION-7VYIN 8 �Q��ME 1a6 �s ao 3 i RaOert J.Amonao,P.E <br /> TRIPLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION. 3/i6- Floddaa.ENaas�sz <br /> USING 166 78 60 5 2 <br /> 3.1. REQUIRED ANCHOR 7YPE BASED ON SUBSTRATE. TMRANaoa�E Cosertew lzi �s ao n z 6 6 i9 15 ``e,b�t���i�+ES ,et rfpi�.p <br /> 3.2. END DISTANCE(ED)OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON oR lzi �a 6o a z ,4��,Z�,`G ENS�1p9,r��+ <br /> ELEVATION DRAWINGS. _ uiParvaoR __ No_lo iae �s ao 3 1 .0�,. 1. F ••G�p - <br /> TAPPING � 146 78 60 5 1 4<C'7 {V 4$7$2 :O= <br /> 3.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BEfWEEN THE 6 6 i9 is <br /> SCHEW(lSME 121 78 40 3 3 <br /> FRAME END ANCHORS DIMENSIONED ON ELEVATION DR,4WINGS. =�:� i �� /�'�� <br /> 3.3.'I. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.SPACING Bl$'6A) 1zi �s eo a a +�� i 1��' i�q',<7:�y <br /> 3.4. M A XR MU4 M W N D O W S I Z E S(W x H) r�_+j�T�T= F ;•��u? <br /> 3.5. MAXIMUM DESIGN PRESSURE(DP) '!��S.0 Q R lO Q'�\;:� <br /> 33.6.1.T�QUTANTITY OF CLUSTERED ANCOHO,RS,ANDR CLUSTER INCLUDING sss�ls'j�h�A�EC��`o� <br /> 3.6.2. MINIMUM SPACING OF CLUSTERED ANCHORS. �r:aasa�� <br />