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ALTERNATIVE WHEN TRUSSES <br />RUN PERPENDICULAR TO WALL <br />(2) 16d NAILS <br />EACH END <br />4) - 12d NAILS <br />TYP U.N.O. <br />USP SUH2 <br />EA END <br />BLOCKIN( <br />BETWEEN <br />TYPICAL <br />2x AT EACH <br />TRUSS <br />1 --,—DOUBLE 2X <br />TOP PLATE <br />CORNER <br />USPLSTA12 <br />w/10-10d NAILS <br />(2) 6d NAILS <br />T&B @ 16" O.C. <br />PLAN VIEW A -A <br />MIN (2) 20 SPF <br />VERTICAL STUDS <br />(2) 20 HEAD USP <br />OR SILL JUS24-2 <br />B-B l <br />SECTION AT BUTT -JOINT GLASS WINDOW <br />BOTTOM OF <br />rOP CHORD <br />2x4 @ 16" O.C. <br />(4) - 12d NAILS <br />TYP U.N.O. <br />BOTTOM OF <br />BOTTOM CHORD <br />u .SEE a4 <br />LL <br />B B <br />A A <br />PLAN VIEW <br />1/4" JNT-,� I I \--GLASS <br />SEALANT "995" DOW <br />CORNING OR SCHNEE <br />MOORHEAD 5504 <br />SQUARE JOINT <br />GLASS <br />1/4" JNT— <br />w/ SEALANT <br />SEALANT"99E <br />CORNING OR <br />MOORHEAD 5.' <br />MITRED J <br />NOTES: <br />1. ALUMINUM ALLOY 6063- <br />2. GLAZING TO MEET ASTM <br />3. DESIGNED FOR AREA = I <br />1W3�J <br />(2) 2x4 SPF CONST GRAITUD <br />E <br />2x4 SPF CONST GRADE <br />@ 16" O.C. <br />USP SPT22 & SPT24 EA <br />SEE FOUNDATION 2x4 P.T. CONT. w/ 1/2" <br />PLAN FOR FTG - • • - - <br />REQUIREMENTS '"°' A.B. @ 48" O.C. & EA El' <br />SCALE: 1/2" = 1'-O" <br />FRAME CONNECTION MASONRY CONNECTION <br />NO. 14 FLAT HD 3/16" TAPCON� 3" FROM EA END & r2b" <br />WOOD SCREWS @ 3" FROM 14" O.C. (3 SIDES) MIN. 1 1/2" EMBEDMENT <br />EA END & 14" O.C. (3 SIDES) �-� <br />MIN. 1 1/2" EMBEDMENT <br />a <br />TYPICAL FRAME: <br />0.187" x 1.75 x 1.125 <br />THICKNESS = 0.062" <br />w/ EPDM RUBBER WEDGE <br />PLAN <br />SEE FLOOR PLAN 1 <br />1 <br />i <br />ELEVATION <br />BUTT -JOINT GLASS WINDOW DETAIL <br />V = 120 MPH FBC 2001 SCALE: 1/2" = 1'-O" <br />REV.9-4-03 AS <br />MAX HEIGHT <br />70" (t= 1/211) <br />60" (t= 1/2") <br />50" (t= 1/211) <br />40" (t= 3/8") <br />SEE PLAN FOR <br />SPECIAL REQUIREMENTS <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ USP SPT22 AND USP SPT24 TOP AND <br />BOTTOM EACH STUD <br />(2) 2X12 No.2 SYP HEADER w/7/16" OSB <br />SPACER UNLESS NOTED OTHERWISE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-0" WIDE <br />FRAMING AROUND OPENINGS SHALL BE <br />No.2 OR BETTER SYP <br />SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br />LOd TOENAILS OR (2) <br />ENDNAILS EA. STUD <br />._.'TIONS THAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br />TYf'. FRAMING a EXTERIOR DOOR OPENING <br />SCALE: N.T.S. <br />2'1 <br />s-4 <br />CRIPPLE STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ USP SPT22 AND USP SPT24 TOP AND <br />BOTTOM EACH STUD <br />(2) 2X12 No.2 SYP HEADER w/7/16" OSB SPACER <br />UNLESS NOTED OTHERWISE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br />(2) FULL-LENGTH STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OTHERWISE ON PLANS <br />TRIMMER STUDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0" WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0" TO 12'-O" WIDE <br />FRAMING AROUND OPENINGS SHALL BE <br />No.2 OR BETTER SYP <br />USP MP34 EACH END, TYP. <br />DBL. 2x4 SILLS FOR WINDOWS <br />CRIPPLE STUDS @ 16" O.C. <br />W/ USP SPT22 AND USP SPT24 <br />EACH STUD <br />i OR (2) <br />N. STUD <br />­.'TIONS THAT <br />MAY REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br />T1'f . FRAMING a WINDOW OPENING <br />SCALE: N.T.S. <br />LLI <br />N <br />o 0 <br />w<o <br />w o w <br />++ <br />z <br />LU L <br />O <br />w <br />LLJ <br />Q M <br />Lu <br />xI--Mo <br />1 NLLLu <br />U <br />oDwU <br />to <br />0 <br />0 <br />~ <br />Cco_ <br />a2Y¢ <br />¢O`LO <br />N <br />= <br />�w <br />z <br />z <br />w�z <br />0 <br />J <br />Ll.l <br />¢z=o <br />�•N <br />LL_ <br />J <br />pw¢ <br />U < O <br />L <br />O <br />U <br />m <br />¢ <br />O <br />I- <br />O <br />Dw�w <br />aQz� <br />+ <br />O <br />cn <br />OILL <br />z <br />+ <br />cn <br />w <br />uj <br />(Dz-LLo <br />om <br />ILL] <br />¢000l- <br />H(n�E ¢uj <br />mLL <br />o <br />ow <br />0-10Zcc) <br />Gt <br />w U a <br />+ <br />CN <br />zm <br />c <br />m0 <br />uHOQ <br />« <br />LL <br />N N <br />Cn <br />a <br />o <br />= -i \F <br />+ <br />p <br />In <br />'t a- <br />r <br />00 <br />J>¢Z� <br />+ <br />�¢ <br />d'V' <br />¢o3:¢o <br />= z ao04 <br />v <br />~ cn w Z rn <br />O z w N m N Om <br />(no�o off* z N z <br />(nm_j _O O 00 o <br />ui ¢ '� z H H_j W I-- 00 <br />zQ <br />zw�� oo O E �ir o <br />w0U)5u)wzd W Xw O <br />=Cn <br />�tnmzoo 0 z rn w <br />roQ=�¢�3� mon o <br />O¢a= W fn0-gm W UDNNwO i <br />Lu �m J <br />o <br />o_ o1< LQ;Lu Z¢) 005--ico <br />wJU-_jCN '(_� (n��C~jLLCrIO <br />_� � �F- m w <br />ooz�o�OXUE O -1 0 frUJ <br />rY 0 <br />�Yfn0�fAU) LLLL O)¢0-tnUZ <br />L6 2! �Co <br />N CnLLJ <br />rno <br />o 2 <br />N <br />LL° <br />J <br />w <br />0 <br />O <br />C) <br />z�_¢zo <br />Q <br />}�z <br />—U)> <br />NU <br />- <br />z <br />o o <br />w O <br />0 - <br />1 o <br />W <br />O w M <br />_ <br />Ld I�i <br />�3:¢ <br />W <br />w <br />v J <br />00 <br />� <br />— <br />w w � <br />C0 z <br />0 <br />_ <br />C.) <br />Lo <br />Z <br />Q <br />O <br />i- <br />� Iz-- o <br />U <br />ri <br />Q�N <br />o <br />w� <br />z O <br />' ' I <br />J <br />[Z <br />Q <br />SHEET NO. <br />O <br />U <br />SA <br />o <br />U <br />w <br />OF <br />z <br />N <br />25 <br />Cn <br />Co <br />Co0 <br />W <br />04 <br />> <br />LAST PLOT DATE <br />March 02, 2005 <br />N <br />0 <br />O <br />_J <br />DETAILS <br />