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