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CATEGORY C 20PSF <br />COLUMNS <br /># SIZE HEIGHT TRIB. <br />A 2 7-1/5" X 7-1/2" 00 4.5 <br />B 2 7-1/8" X 4-1/2" 00 2 <br />c 2 7-1/8" X 4-1/2" 22 4.5 <br />D <br />E <br />- SIZE LENGTH TRIB. PLF <br />1 7 <br />J 14 <br />K <br />L <br />PLFF <br />CLIPS <br /># <br />115 <br />7-1/8" X 7-1/2" <br />7-1/8" X 4-1/2" <br />2X8 WALLS <br />A35 <br />A23 <br />LS 50 <br />LS70 <br />11 <br />IRE <br />REACTION <br />1350 <br />600 <br />REACTION <br />80 320 <br />80 160 <br />LVL SIZE LENGTH <br />15 1-3/4" X 7-1 /4"" 30 <br />22 1-3/4" X 7-1/411 22 <br />MOW <br />w <br />&HEADER TO OOLUMN <br />(2) A23 I TOP <br />I BOTTOM <br />31!011 <br />81_011Now <br />VERIFY <br />all <br />S l <br />� I <br />D2:Ej 4 /1 GD 2 EACH SIDE (TYPICAL) <br />D3: ❑ G / I GD 3 EACH SIDE <br />\L�/ <br />A IT -1 A-23 I EACH SIDE, 8d NAIL FASTENER <br />A2:0 A-35 I EACH SIDE, I Od NAIL FASTENER <br />A3:0 A-23 2 EACH SIDE, I Od NAIL FASTENER <br />IGN <br />TRI : F_1 TR I SINGLE TRIMMER <br />TK2: ❑ TK2 DBL. TRIMMER <br />TRS: ❑ TK3 TRIPLE TRIMMER <br />DBL. LVL STUDS @ I G" O.C./ SAME fOR 312" 51DE WALLS <br />m� <br />o(V <br />FURNISHED BY WEEKES <br />WEEKES FOREST PRODUCTS <br />----- -� COLUMN 5 <br />5PF #2 BY DEALER <br />UNLE55 OTHEKW15E NOTED <br />PLATES <br />5110ULDERS <br />CRIPPLES <br />STUDS <br />B—\\ AI A—\ AI A—\ AI B—\ AI <br />31_011 <br />_• <br />VERI FY <br />0 <br />90hee <br />FOREST PRODUCTS, INC. <br />ENGINEERED WOOD DEPARTMENT <br />2G00 COMO AVENUE <br />ST, PAUL, MN 55 108-12 17 <br />1-G5 I -G44-9807 <br />TH15 DRAWING 15 A PRESENTATION DRAWING. <br />A55UMING DIMEN51ON5 AND SCALES ARE <br />ACCURATE TH15 DE51GN HAS BEEN DONE PER PLAN <br />U 5ING RO5BORO TECHNICAL GUIDE <br />'cnossholoo <br />iil'�ftSftir, I�Ut1�i1`. ��t1114ik17�; ISitlN�Pt[f;c, <br />1.8E GLUE -LAM STUDS <br />COLUMNS * 5EAM5 <br />NOTES : <br />DO NOT SPLICE BOTTOM PLATES <br />AT COLUMN LOCATIONS. <br />DO NOT CUT GLU-LAM P05T5 <br />FOR ELECTRICAL BOXES. <br />USE SHOULDER STUDS PER <br />LOCAL CODE, UNLESS <br />OTHERWISE NOTED. <br />TH+5 DRAWING 15 FOR SIZING <br />ESTIMATING OF THE SPECIFIED <br />ENGINEERED WOOD PRODUCTS <br />ONLY <br />THE DEALER/ BUILDER <br />ASSUMES RESPONSIBILITY FOR: <br />ROUGH OPENINGS, MULL WIDTHS <br />AND M15C. FIELD FRAMING. <br />50LID BLOCK ALL VERTICALLY <br />LOADED COLUMNS TO FOUNDATION. <br />PROVIDE HORIZONTAL BLOCKING <br />EVERY I O' OF VERTICAL HEIGHT. <br />BUILDER RESPONSIBLE TO <br />TRANSFER POINT LOADS FKOM <br />ABOVE, THROUGH FLOOR <br />SYSTEM, AND OTH ER WALLS WITH <br />SOLID BLOCKING DOWN TO <br />FOUNDATION WALLS. <br />ALL HEADERS PLACED IN PLANE <br />POSITION. <br />WALL DESIGNED FOR VERTICAL <br />LOADS WHERE APPLICABLE AND <br />WIND LOADS PERPENDICULAR TO <br />WALL PLANE ONLY. NO LATERAL <br />LOADS HAVE BEEN CONSIDERED <br />YARD: <br />SChERER BROTHERS <br />CITY: <br />CONTACT: <br />TIM <br />JOB NAME: <br />FEI1 RESTI <br />IIIJOE3 NUMBER: <br />LOAD5: SPECIFIED BY BUILDER <br />L / 180 F-] L /240 E] L /3G0 <br />LIVE LOAD: 40 1`51' <br />DEAD LOAD: 17 P5F <br />WIND LOAD: 20 P5E <br />DRAWN BY: LISA DEARHAMER <br />DIRECT #: G5 1-393-2752 <br />DATE: 5/9/2012 <br />TALL WALL <br />DO NOT SCALE THIS DRAWING <br />p.e�vvi+_ Q-0 I a - oo Sa <br />19 0 o S/I.Dvy_� ay t v� <br />I <br />I <br />I ff <br />i <br />1 � <br />I I <br />j <br />I' <br />i <br />SII I <br />I <br />� <br />i <br />�I I <br />i <br />�wasI <br />L_ <br />I I <br />I I <br />I I <br />He 1 1 HC <br />J <br />TR1 <br />I <br />i <br />I I I I <br />I I I I <br />IHC He <br />RI <br />I <br />j <br />I I <br />I I <br />JHC I I H <br />TRI <br />I <br />' <br />� <br />I <br />I� <br />I <br />' <br />1 <br />I <br />1 <br />I� <br />i <br />� I � <br />i <br />f <br />i <br />II <br />HC I J I H. <br />RI <br />HC ( HC <br />TRI <br />HC I � HC <br />J <br />I I I I <br />I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />1 <br />HC He <br />TR1 I <br />I <br />I I <br />I <br />I I <br />I I <br />I I <br />I I <br />+ ► <br />+ I <br />hC J HC <br />i <br />i <br />I I <br />i ► <br />I I <br />+ + <br />I I <br />HC J He <br />RI <br />now <br />HC 1 he <br />i I <br />i <br />� <br />R I 1 <br />� I <br />rlc J HC <br />RI <br />HC J HC <br />TRI <br />31_011 <br />_• <br />VERI FY <br />0 <br />90hee <br />FOREST PRODUCTS, INC. <br />ENGINEERED WOOD DEPARTMENT <br />2G00 COMO AVENUE <br />ST, PAUL, MN 55 108-12 17 <br />1-G5 I -G44-9807 <br />TH15 DRAWING 15 A PRESENTATION DRAWING. <br />A55UMING DIMEN51ON5 AND SCALES ARE <br />ACCURATE TH15 DE51GN HAS BEEN DONE PER PLAN <br />U 5ING RO5BORO TECHNICAL GUIDE <br />'cnossholoo <br />iil'�ftSftir, I�Ut1�i1`. ��t1114ik17�; ISitlN�Pt[f;c, <br />1.8E GLUE -LAM STUDS <br />COLUMNS * 5EAM5 <br />NOTES : <br />DO NOT SPLICE BOTTOM PLATES <br />AT COLUMN LOCATIONS. <br />DO NOT CUT GLU-LAM P05T5 <br />FOR ELECTRICAL BOXES. <br />USE SHOULDER STUDS PER <br />LOCAL CODE, UNLESS <br />OTHERWISE NOTED. <br />TH+5 DRAWING 15 FOR SIZING <br />ESTIMATING OF THE SPECIFIED <br />ENGINEERED WOOD PRODUCTS <br />ONLY <br />THE DEALER/ BUILDER <br />ASSUMES RESPONSIBILITY FOR: <br />ROUGH OPENINGS, MULL WIDTHS <br />AND M15C. FIELD FRAMING. <br />50LID BLOCK ALL VERTICALLY <br />LOADED COLUMNS TO FOUNDATION. <br />PROVIDE HORIZONTAL BLOCKING <br />EVERY I O' OF VERTICAL HEIGHT. <br />BUILDER RESPONSIBLE TO <br />TRANSFER POINT LOADS FKOM <br />ABOVE, THROUGH FLOOR <br />SYSTEM, AND OTH ER WALLS WITH <br />SOLID BLOCKING DOWN TO <br />FOUNDATION WALLS. <br />ALL HEADERS PLACED IN PLANE <br />POSITION. <br />WALL DESIGNED FOR VERTICAL <br />LOADS WHERE APPLICABLE AND <br />WIND LOADS PERPENDICULAR TO <br />WALL PLANE ONLY. NO LATERAL <br />LOADS HAVE BEEN CONSIDERED <br />YARD: <br />SChERER BROTHERS <br />CITY: <br />CONTACT: <br />TIM <br />JOB NAME: <br />FEI1 RESTI <br />IIIJOE3 NUMBER: <br />LOAD5: SPECIFIED BY BUILDER <br />L / 180 F-] L /240 E] L /3G0 <br />LIVE LOAD: 40 1`51' <br />DEAD LOAD: 17 P5F <br />WIND LOAD: 20 P5E <br />DRAWN BY: LISA DEARHAMER <br />DIRECT #: G5 1-393-2752 <br />DATE: 5/9/2012 <br />TALL WALL <br />DO NOT SCALE THIS DRAWING <br />p.e�vvi+_ Q-0 I a - oo Sa <br />19 0 o S/I.Dvy_� ay t v� <br />