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CU <br />0 <br />0 <br />m <br />6d <br />CV <br />1 <br />1 <br />d <br />Lo <br />In <br />c_ <br />ry <br />a <br />c <br />.n <br />v <br />tU <br />0 <br />E <br />MOUE FOR 614Atl," DETAIL <br />3z4• Pe►fl t9l GCK64A • K t <br />PC,7! T►a2 ittrtrt rA1 feel?*! ps Rn►td"a, <br />•,4• rA+47L MOCK00 • W 0,G <br />crs ts4l FIRlr r4r fecve Of GElt.aw <br />lots? fl" EA t44D rTtl!J <br />4"Acac eY 42) w-d Too"ks <br />T <br />PPUESLE TOP PLIr1, MAla+a snlos�w•oatvlsc ; <br />IHF'SON 61*4 <br />, JUSLE W $RAC DETAIL YVOOR FRAMING EA 51UD <br />MWE <br />wt4i 6rt go nA., I •eA" %A" Wti5a4T w• TO :0 -0 • � <br />,1.4 140,41** • 34• oic <br />1 t144A A34 <br />GYt•elll W&L 60AA6 <br />POJM_rt 10P Mr.ATI <br />.SECTION <br />3114 OLOCKa'10 • 4►• 1'kv t7LGOtN6. W <br />• ArtxuTM ,a,ws,s <br />:s rriwr •�� 0 �. 6RACINC REQUiREMENTS <br />t> <br />dab14 tY8�g9 . . `2! t►r <br />s11►a �o <br />(t) 2'rs4 o (2j Ya4 f <br />SECTI SPAM 1' F=RAM 'V mA(e "L" BRACE 'L WACt ' <br />8 a , ib 10' - *' -s' e- - Ir - C-4' j it -o" IY-o' •• 1e'-o" <br />24' o'-o - V_0 4'- - Y -o' 7'�0' - tD' -o' ifr -� -• !4' -0" <br />SINou V BRAGN DETAIL <br />NOTE. <br />DOUBLL� "L" 8RAC4Nt3 DETAi4' f L" BRACE MUST EXTEND AT LLrA$r $07: OF :WEB LENGTH <br />1 <br />6iMP60N 1410 <br />i <br />W1 a • ed TO TRU66 <br />t TO 65AM <br />2� X IU 02 3Yp <br />i /2" �XAa <br />�qG�6 <br />SIMraB;QN L8�'I� 21 <br />16 .1�o d. �•�d. <br />14TEW P06T <br />SEAM? <br />X (a" 02 $Y P POST <br />B'MAX . <br />U voAl Ft'.3 <br />�... <br />' t <br />,i • <br />VOTH Wit811Pa4' <br />(ix"MAK 0.01ril'. ' <br />m•rI Iwo <br />All (�4) SI ,S <br />1 <br />FN37E14E&S ' <br />CAULX ALQxd ! <br />9AcX 3110E Of <br />' <br />I <br />IrlNN4"sD �rtNt�ot+r �i�,�� I <br />• - -..�.. _1111 <br />taoY�s <br />1. We. #10 x I" P11. swt, #10 x I' 4(000 30118w$ <br />Olt 84 GAI.YA141.:SD NAIU3. <br />2. A11'ACFI WINDOW DIRFC•fL,Y 'r0 <br />FI2/UIING UNDF.tt 5013 ^ >fOING .__w.- <br />LOTA.109 <br />� ; l OR <br />rs 1 r (�tiGVA . <br />fIEAW <br />0 <br />W-ACH FAKE <br />4' 3 WS TYR <br />SWOON ttlb3A r ! <br />HUt370AD82 AD2'8 <br />SEM <br />r•• -P.T. T t'lD E 4'. PLA„ <br />'HEADER DETAIL <br />LIPlr'T COWEIDI`0a AT LOAD 99ArtN9 WALT <br />L <br />INC. HEADER SCHEDULE <br />OPEMNO <br />HEADER <br />UP 10 <br />6d C011i'nK A*" OR <br />_e TO -4 <br />-. 2-- x8 <br />'r0: • <br />2•° 'd x10 <br />T T0'j -z8 <br />2 <br />SdM Cfl k.E6 LAr4N t6EN TAW <br />wag <br />- 44• F'Ly %mcs co 1M' Ose <br />1*x4• U*d • n• OG <br />-6te" to • 4r or- <br />eta ece1 ap« U*#4L <br />At EA04 mw <br />MO WALL t6#E "rt *cJ <br />GIIRpiAF�IBRAM . <br />4) SIMPWN W-6 <br />U)/I6 - 84 RA, <br />2.2x4 OPP, Tot° I <br />PLATE <br />3.2x4 P.J. #2 $ .Y,P'. <br />W /16d 19 12' OA. RA. <br />SIMi'60m M.fit188 <br />110124 • 16d NAI <br />P.T. 20 RAM <br />5/8' 0IA. x 1" PLATE 1112 6.YIP, <br />RXP, SOLT I I <br />OR%L TO 1•11:611 - <br />s�l+ca. <br />FRAME Vt R DE R / 58AM BEARINCz <br />N.T,s <br />1111. .. n..,.'.. ........v. - .,n...... 1111 ,�...._...- ......:" ..... .. ...... 1111.. ., ...: 1 ... ,:... <br />111.1 ......w♦. <br />4d f- <br />_ y.. n-,..__....-.+.._..- -•- ....ter..- .a- +. <br />Rafter <br />WOOD 6TR41t" PANEL J•� <br />6d C011i'nK A*" OR <br />Nut ! Washer <br />13132 ", ►r3 ", 1n6" <br />SPIRAL T1 <br />1 ( r 0 <br />► 6 <br />111600 8Tt`1(1CMAL FAN21- MwRkd <br />8d CGf•":N OR 6d A1 <br />11 b <br />19/31' • 31A" <br />OR WAX T'>•17 <br />Double Top Plate \L Clip <br />d...- 1111,., <br />41040 b 1RUCTI,M p*a MOMS _ <br />w......._........�«.,...._...- 1«,111.. <br />km CA•It'1i:Xd OR <br />Coupler <br />4 ;1.113" <br />Sd 140" OR BPAAt.11 iU <br />Sale Plat Cennecdon dole Wale <br />for Lateral'tesitance <br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO <br />1.05 <br />........- .- 11_11... - •_1111.. . <br />11 <br />al•. ;i:ri •1 � - : , i 4 r i� • ♦ r, <br />>; �'':,I1: • il .11. I a � � <br />4 4 • s <br />a � r <br />W2' OR QeAU <br />_p <br />+ <br />6 4 ,� O <br />@000 9rf�i MAl FAft R" t OLL "AM} <br />.r • . o <br />A L <br />• a <br />4 A A <br />AND PARTICL5WAtd) 64anil iCs <br />. <br />1111 _ - _. ��....t, �.^'_..,.....:,.:.»...•.__ <br />B/16" -112" <br />THIC1W66 CP PAt I <br />�.r <br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM <br />r • r N1 r <br />• r :♦ a r <br />AND PAIar1C!~E00ARD %UT" <br />CROW LEWItH OF i KUS <br />2 a EONS A1Jq <br />IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ► <br />.4; ., m- <br />i <br />i <br />UPLI FT GONNECTIONS FOR <br />` YP* {JIP f R�NiN <br />y `I *' ' .Ill �6 M AX <br />ENO JACK <br />1 s 41 <br />r r <br />ad <br />at fr. <br />, A <br />z ?° <br />CORNER G CK . <br />r <br />` WP , <br />K <br />,v <br />ylIii�� rrAT.11 <br />.. .. _ <br /><3LOCXJN3 •4' OC. iN ALL END JONTO MV WX $WGM0 <br />piR9T TUJp BPACE6 (113 OCCUR MR w1 i,,4N� <br />GAeLe me ONLY FFtAMit�G h q �R ACR099 S1 Pf Gf2 _ <br />1 <br />T� � f <br />4A0 END <br />NiP END <br />UOLB END <br />CCt' "' ♦ 0" 0� ECGM 4 "LL •• bd RING 9NA X NAU r 4'04, a UOLE END 1171E GAOLS' 1RU96 <br />6d COMI(N I b" 04- SVA ANp 'Y OC. P15LD <br />fZpU� fI!�'FII�M NA1t -CNG � n� <br />N O L <br />I <br />DRP MXA At 1 cIi APPLY <br />OYER UNOM.A1lr a tR�YMERTA 1r! -L9 AWRAk.14ATM4190 <br />FMt Caf,F 7 4 tO AW 0 216)'11°!111 (A <br />0 4663'FYPMi I LAF'YE01' AW WTerrr0 <br />OUM 61411a d AL" !?ACE TO PEFf E#R 9 mow fNAtfi)CtIONS <br />llNCi1 ATtt! Nt A1t7 tO EAC11 <br />67HIN al A P VON a A."ALT <br />P' mTIC ACOR t _ VCP DECK <br />A$f'NA1_T 9NiNfll.ES TO 14" SF.I•t- <br />bfALM AV&$Nvt SIX" 010 M <br />Niokooci- A cow-ow6% To 46m 0 <br />1 ?b OR D 34412 YA810-" w/ (A PA&T NERS <br />F 1 R STRIP, ALL FA6tEtRS MUSt p,E <br />t-G7v' $it BY 5HIf KIL5 GVEKAP <br />FA61Ui'NE128, UDd GALVANUM%) FWaM KAI" at"tR <br />0 GAUGE GOW; 9FtAF4G 0/ MK 110 PIA WAD, W <br />9t.FFICW LE142TH 10 F'"TRATB T1111V44 ALL MR 4Pti8 At RAVgr APTLY <br />IQC7bFiNG hA11 ARID A ilk" GP 314' WO OvEA 1 10EftA1r;ENT <br />1 POO BNEA1HRd3 GR 1FIF20UGN THff 6t"THNX <br />ea kGLH STAiit R =M6 1%M 00 1ASS 6 TO 1' F94M r-f O47 - a to" it7 MIA 9" 0vEF11 AP, <br />PAOTE140 a 12.04 EXT" 114" <br />OAP eM At EAvb APPI r SEl OJ &EAT 4M MO EXMO 2" <br />l�tR LWt nAYt-EHT -- MN" SACK CWO R7oF <br />APPLICATION (7 i ('HALf %Na <br />QO I"4 MINR1l11911"tti FtE319TANCS frA "REAUIF;D <br />fREP 12 F6C 6EC. ErOU <br />B U0_, PLAT!, Eta NAIL__ <br />4d f- <br />1 EAC13 Do <br />WOOD 6TR41t" PANEL J•� <br />6d C011i'nK A*" OR <br />6" OC EDGE'8 Add <br />13132 ", ►r3 ", 1n6" <br />SPIRAL T1 <br />1 OC NTETd OlATl <br />111600 8Tt`1(1CMAL FAN21- MwRkd <br />8d CGf•":N OR 6d A1 <br />V 4C EDGE6 AND <br />19/31' • 31A" <br />OR WAX T'>•17 <br />12" OG NT DIATI <br />d...- 1111,., <br />41040 b 1RUCTI,M p*a MOMS _ <br />w......._........�«.,...._...- 1«,111.. <br />km CA•It'1i:Xd OR <br />,. <br />6" 0c 50as AtJq <br />4 ;1.113" <br />Sd 140" OR BPAAt.11 iU <br />6" OG <br />%V.V a MI G IWOR. f'AfleI. 0AnQrw 0 <br />I614 UA -Y Wife OTAFLE9, <br />4• a EVCsEB AND <br />10/32 1/2 VI6" <br />30 MR CAM 1.3A3" LUf•Ys <br />1" OC NTVd1EDIATE <br />1' :TC' 1 1 'c <br />1 Cr c •� <br />Ir <br />1"', 30 <br />I <br />• <br />100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M <br />25 <br />1.00 <br />ANp FART)C 130AF0 BWIANW3 <br />6d G4aA'!OM (WALU <br />6" OC t c*0 AND <br />r <br />8d C C lmN (R00F) <br />12" X Ntt"DiATE <br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO <br />1.05 <br />_ I •1 <br />al•. ;i:ri •1 � - : , i 4 r i� • ♦ r, <br />>; �'':,I1: • il .11. I a � � <br />6" OC LEDGE$ AN0 <br />W2' OR QeAU <br />_p <br />12" OC NtVMIATE <br />@000 9rf�i MAl FAft R" t OLL "AM} <br />.r • . o <br />•• r,:• • 3r <br />AND PARTICL5WAtd) 64anil iCs <br />MR UDrjTN CF I" PLUS <br />4 11 OC ?COE9 AND <br />B/16" -112" <br />THIC1W66 CP PAt I <br />�.r <br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM <br />r • r N1 r <br />• r :♦ a r <br />AND PAIar1C!~E00ARD %UT" <br />CROW LEWItH OF i KUS <br />2 a EONS A1Jq <br />IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ► <br />.4; ., m- <br />5 X NTEF�'E"TE <br />1d <br />i ga v. I <br />b 0c m5A1V <br />i/2 fvaL1LAR <br />NAiL 1 -14' LO W/ 1r'!6" HE <br />12" OC AT OTI'4ER BEARIN <br />/•r;, ;.6 1`:i - .i4; r li i . _ ;n ' Y c <br />:` Ji''.' i :- -• �� ' ; � <br />-49.9 <br />we 117F CTURA4. <br />• • r-r it ' <br />, ' • �r •. ► • <br />- <br />Y. <br />3 <br />%V.V a MI G IWOR. f'AfleI. 0AnQrw 0 <br />I614 UA -Y Wife OTAFLE9, <br />4• a EVCsEB AND <br />10/32 1/2 VI6" <br />30 MR CAM 1.3A3" LUf•Ys <br />1" OC NTVd1EDIATE <br />@040 BTRUCTAL PA 41. MROO" <br />16V OALY 04 BTAPLEB, <br />1.111' OC EDGEB AND <br />1"', 30 <br />30 MN GRM 1 - 318" I." <br />4" OC NlWEDIATE <br />100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M <br />25 <br />1.00 <br />ANp FART)C 130AF0 BWIANW3 <br />6d G4aA'!OM (WALU <br />6" OC t c*0 AND <br />4A" OR LIM <br />8d C C lmN (R00F) <br />12" X Ntt"DiATE <br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO <br />1.05 <br />1.43 <br />40 PAKICLEWARD M0lltk3 <br />Sd CCi 0'!ON <br />6" OC LEDGE$ AN0 <br />W2' OR QeAU <br />_p <br />12" OC NtVMIATE <br />@000 9rf�i MAl FAft R" t OLL "AM} <br />b WY U0 6W1: , 3 " t'it <br />100 <br />AND PARTICL5WAtd) 64anil iCs <br />MR UDrjTN CF I" PLUS <br />4 11 OC ?COE9 AND <br />B/16" -112" <br />THIC1W66 CP PAt I <br />6' iKTEWMATE <br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM <br />Ida Y UR ff 3/8" RN <br />-25.9 <br />AND PAIar1C!~E00ARD %UT" <br />CROW LEWItH OF i KUS <br />2 a EONS A1Jq <br />Moe • 314" <br />14�04NM 0f PAgL <br />5 X NTEF�'E"TE <br />1d <br />i ga v. I <br />b 0c m5A1V <br />i/2 fvaL1LAR <br />NAiL 1 -14' LO W/ 1r'!6" HE <br />12" OC AT OTI'4ER BEARIN <br />-36,7 <br />-43.0 <br />-49.9 <br />we 117F CTURA4. <br />NAt 1.14 14 VV 4 <br />6" OC AT ON" "A" <br />- <br />Y. <br />3 <br />25137" 611 - Ift)AAL <br />NAiL I -V4 LA m/ 4/lar <br />At 15114 0 ANA10A <br />2 -- 1/2 ANCHOR DOLTS <br />i <br />s <br />J' <br />• a <br />AMA--- - °`-�- WOOD <br />BE A M <br />I 1 1 <br />I I I <br />I <br />0 I C0 ff11 !CD ' <br />N^ <br />1 I I h <br />10'41145• <br />L k 14 <br />_,`_4_ <br />Fat <br />$I- I degree - 0,01745 rod. <br />FIG= „IRE t60$.2(c) <br />COMPONENT AND Ct•ADOINO LOADING DiAGRAMS <br />oo ovr� c6f0>Hr~r(T.ANO cI.A1a3a D�slarl VIfI1Mly l'AESSUREB "_ _�.._ <br />FOR A SUiLO1NG WITH MEM HOOP HWHT Of 30 Ftol LOCATW IN <br />E"OSUAm B ftnen <br />mean <br />Roof <br />-. Height <br />_ BESks Wind £tpeod v (trlpfl • 3 second gus t) <br />ER'bcthre <br />15 <br />1.00 <br />111 <br />11.41 <br />20 <br />-� <br />1,29 <br />wind <br />25 <br />1.00 <br />1.35 <br />1.61 <br />30 <br />1.00 <br />1.40 <br />1,66 <br />Area <br />1.05 <br />1.43 <br />1.70 <br />40 <br />1.09 <br />1.49 <br />1.74 <br />Zone <br />(ft <br />90 <br />100 <br />110 <br />120 <br />130 <br />140 <br />180 <br />Roof A riqle _> 010 <br />.2 <br />5e2re#is <br />.21.D <br />-25.9 <br />- 31.4 <br />"37'.3 <br />-43.8 <br />� w <br />•50.8 <br />•6$13 <br />1d <br />2 <br />20 <br />-20.0 <br />•215 <br />•30.9 <br />-36,7 <br />-43.0 <br />-49.9 <br />-5),3 <br />2 <br />100 <br />•19.8 <br />24.4 <br />-29,5 <br />-35.1 <br />-412 <br />-47,8 <br />-54.9 <br />3 <br />10 <br />- 34.6 <br />-42.7 <br />•51.6 <br />-61.5 <br />•72.1 <br />•831 <br />•99.0 <br />3 <br />20 <br />•27.1 <br />.93.5 <br />-40.5 <br />•48.3 <br />-58.9 <br />-6511 <br />•75.4 <br />3, <br />10 <br />- 10.0 <br />•122 <br />x,14.8 <br />- 17.5 <br />•20.6 <br />- 23.9 <br />47.4 <br />Roof 0 >1 .30 dee1 <br />T <br />2r.a <br />•33.6 <br />•40.0 <br />•48.3 <br />-59.7 <br />-43.1 <br />•75.5 <br />2 20 <br />-27.2 <br />'33.5 <br />•40.8 <br />48.3 <br />591 <br />65.7 <br />75.5 <br />2 100 <br />•21.2 <br />-33.5 <br />-40.6 <br />-48.3 <br />-50 7 <br />485.7 <br />76,5 <br />3 10 <br />-0.1 <br />-60.4 <br />-60.3 <br />-51.2 <br />•0.3 <br />•110.6 <br />•12 ®•9 <br />3 20 <br />-40.3 <br />-60.0 <br />-WA <br />42.0 <br />-84.6 <br />•98.0 <br />•1121 <br />-.. ._. 00 <br />-214 <br />35.1 <br />4x <br />"LQ�S <br />-59.3 <br />.6 <br />8.9 <br />Roof a 3D • 46 da t - 9 <br />- <br />-241 <br />-30.K <br />39,9 <br />419 <br />51.3 <br />59.8 <br />49.6 <br />a 20 <br />-24.0 <br />-29.9 <br />35,9 <br />-42.0 <br />-0.0 <br />•58.0 <br />s9,b <br />a 100 <br />-221 <br />41A <br />•33,2 <br />- 39.5 <br />-45.4 <br />- 53.8 <br />-911 <br />3 10 <br />241 <br />- 30.5 <br />-38.51 <br />43.9 <br />61,A <br />59,0 <br />68,0 <br />3 20 <br />24.0 <br />•29,9 <br />-33.8 <br />-42.6 <br />- 60.0 <br />59,Q <br />60.9 <br />» 3 100 <br />•22,2 <br />-27,4 <br />-33.2 <br />•39.3 <br />-45.4 <br />•53.9 <br />01.1 <br />mean <br />Roof <br />-. Height <br />Expat:ure <br />15 <br />1.00 <br />111 <br />11.41 <br />20 <br />1.00 <br />1,29 <br />1,55 <br />25 <br />1.00 <br />1.35 <br />1.61 <br />30 <br />1.00 <br />1.40 <br />1,66 <br />35 <br />1.05 <br />1.43 <br />1.70 <br />40 <br />1.09 <br />1.49 <br />1.74 <br />45 <br />1.12 <br />1.53 <br />1,78 <br />50 <br />1.16 <br />1.55 <br />1181 <br />55 <br />1.14 <br />1159 <br />134 <br />60 <br />1.22 <br />1.62 1 <br />1187 <br />Note: All tabk valoea shall be adjusted for other exposotcs and beigbts by multiplying by the above coefHe`.ats. <br />#5 VERT. iN CONC. <br />FILED CELL D I RECTLY <br />BELOW BEARiNG� . <br />lumber. <br />h <br />TYPICAL' BEAM TO C.M.U. <br />WALL CONNECTION <br />(! 1Pt.Gpt+bT.GRAG! TOP Pull <br />1 wm mot 4 1' OART <br />�- <br />�ll " 11 lr 112 i[f� 1 - 11� IT It <br />n ->It 11 11' 111 - - N it ` I1 11 It <br />II � it 11 I 4� a> IN • Il it Il�it <br />LI 11 it t f}t ft t p 1 <br />1! 11 N I III Ill it Ii <br />',It it. it I Ili iEl t) fl 1) II <br />I I I Ili Il it Ii) {) U tl Il <br />t~' =� fit I q 1111 N . It I q <br />E4 N.t, ML rt ll rtl 1x1 M1. tS IS M .A4 <br />a f roRy Ott" <br />1 14AIL AT BASE 3" O.G. /Sd COMM. <br />U NAiL AT tOP PLATE 3' O C. tV/S Gt1HN, <br />MA OPENING pi:RIHEtF 4 3" O ,C,WIM NAILS <br />NAIL t4T. At tv" O,C.tOted NAILS <br />6TA405ER ALL VERT, JOIN t NAiL. Q 4 .C. tl!!8d <br />NO I'L'tll oo 6 1 -L1GE 0 HEADER -NA2: i'LYWOOP TO I <br />HEAt0ER WPM 0 4' OiC.. ofl�_Rmdo o val V-0" tee <br />61M1''11;018TA 30 wm - I 0 EA. WO OF 14EAt7ER <br />to JACK I BTUD <br />woo <br />e <br />h <br />8 S40 <br />h <br />- For 51: i pat ■ 47.85 N t At r 0029 tO, I mpb r 0.447 We. <br />Nnte; For eRacttve area be those given above the load may be interpolated otherwise use the load <br />may be interpolated, otbatwise use the load assaci- <br />pled with the tower of eve area. <br />.. ..._...... _ ....ti..r 1111. ,1111 .._ . » »y.......,.....,. r <br />_-- -•- <br />-- __ <br />HEIGHT AND E7(POSURE ADJ CO WICIENTS <br />SEAL <br />irr.IWa.raa <br />Mf i�Y0iM11MMM' 1? �'S:SiItlM(kLIaF'Id'71MIIMWIMCY. <br />AD <br />A <br />K' X• YYBIXPf ]ItlAlk'1�?CC�1M�Il".!9!.f ;°',^... �� <br />