Loading...
Plans (9) 7 RECEIVED Ul I - 6 CITY OF TIGAHL m OPEN OPEN OPEN BUILDING DIVISION X Lxl fxj x JRAFTER TO PURLIN W/ 3-20d (TYP) .��s 11 PURLINS 2 /- 1 O -O PURLINS J I P LI URNS 2„ / .--. O Z � INTERIOR RAFTERS GABLE END RAFTERS Z I LA (2) 2x12 DFIR #2 `12x10 DFIR SEL STR La COO (EA SIDE OF POST) `�' O • _ • .-:, r SIDEWALL COLUMNit CORNER COLUMNS 6x6 HFIR #27 6x6 HFIR #2 --\\; / (4 READ) (4 READ) R J1( R 10 OPEN OPEN OPEN 118" 10r-O,r 1O'-O" I` 10•-O•• 18„I �I / �YXY / 30'-O" / ® TYP B PLACES TAYLOR METAL STANDING SEAM OR EQUAL. 26 GAUGE STEEL ROOFING OVER 15# FELT OVER 1/2" CDX OR OSB NAILED W/ 8d ® 6' O.C. EDGES 8c BOUNDARIES 8t ® 12' O.C. INTERIOR FASTEN ROOFING ATTACHED PER MANF. SPECS 12 1 -5/8" BOLT 8c 2.25 I RO' : 6-2EA SIDED d(TYP) I lI,+1-I ;ate" 1 -5/8" BOLT EA SIDE (TYP) 0 DISTANCE I O 4x6 BLOCK W/ In I 5 -5/8" DIA MBs W/ • 5 1/4" N WASHERS EA SIDE (nP) MIN III3" O.C. 20" DIA CONCRETE I III BACKFILL ALL I " COLUMNS (TYP) III .71 INSTALL 1 O-20d NAILS 2" DEEP IN (2) OPP. POST FACES BELOW GRADE ON ALL POSTS. CROSS SECTION SHT 1 of 3 M & W BUILDING SUPPLY P&C CONST. FOR TIGARD SCHOOL DIST. CUSTOM POLE HUa.Dares 15727 S.W. TAYLOR LANE • �� * cs0 PROFFS 7( zL 16' X so' X a s' z o 12' TIGARD, OREGON & ��`, NO Nee- /o / COUNTY: WASH INGTON 22175 S. HWY. 99E • CANBY, OREGON 97013 <k ROOF LOAM LIVE 25 PSF ENGINEERS DESIGN RESPONSIBILITIES ARE LIMITED EXCLUSIVELY TO 503 263-6953 864 SP: DEAD LOAD. 5 PSF THOSE DOCUMENTS BEARING HIS SEAL AND SIGNATURE. ANY ALTER- (503) 260-7102 (FAX) / / /f,. AT IONS TO THESE DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY WIND LOAM 97 MPH EXPi C PERSONS OR AGENCY SHALL VOI➢ SAID DOCUMENTS AND RELIEVE ENGR OF SCALES 3/16`=1' -O' ®��C'o SEISMIC ZONES D DESIGN RESPONSIBILITY, AND MAY CREATE LIABILITY ISSUE FOR THEMSELVES DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY, THEY ARE NOT TO v SF r ! FOUNDATION PRESSURES 1500 PSF BE CONSTRUED AS HAVING BEEN PREPARED FOR BUIL➢ING USE, OCCUPANCY RDO/BB 7/1/22 94 AP 14 1` /.4<, AND/OR FIRE & LIFE-SAFETY REQUIREMENTS OF LOCAL CODES OR `LAT. SOIL BEARING 100 PSF AGENCIES, SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT ONLY. DESIGN ,` MIX, THICKNESS, CJ' s, & REINFORCEMENT BY OTHERS. THIS C. f-Qv BUILDING DESIGN 2018 I.B.C. STRUCTURE HAS NOT BEEN DESIGNED FOR USE WITH INTERIOR FINISH OPEN BUILDING MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT BUILT MW22138 EXPIRES: 1)tal122 1. tyA.L?IN.,PAD SHALL BE CONSTRUCTED ON LEVEL SOIL 2. CCLUMN rodrING CONCRETE BACKFILL SHALL BE•CASTE AGAINST EXISTING 1 O-20d TOTAL PURLIN BLOCK TO TRUSS UNDISTURBED SOIL THE SIZE AND SHAPE SHOWN ON DRAWINGS. (U.O.N.) / 9. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES RAFTER/OUTRIGGER W/ AND THE LATEST EDITION OF THE I.B.C. NAIL EA PURLIN 3-20d EA SIDE (TYP) 4. BOLT HEADS & NUTS BEARING ON WOOD SHAIL HAVE STD. PLATE TO BLOCK W/ OUT RIGGER TO COLUMN WASHERS. BOLTS SHALL BE ABTA A307. BOLT HOLE DIA. SHALL BE 1/18" 2-20d (4 REQD) LARGER THAN BOLT DIA. W/OUTRIGGER ��,= 5;.STRUCTURALNOTED. SHAPES AND PLATES SHALL BE ASTR A38 UNLESS 2x OUTRIGGER 1 8. REBAR SHALL BE GRADE 40 UNLESS OTHERWISE NOTED. (U.O.N.) !1 �`� 7. CONCRETE FOR FOOTINGS & SLABS Pc-2500 PSI \ 8. BEARING BLOCII SHALL BE PRE-DRILLED PRIOR TO SETTING 20d NAILS 2x PURLIN BLOCK 9. 20d NAILS SHALL BE GALV. BOX TYPE NAILED THRU TOP 10. BOLT HOLES SHALL BE DRILLED STRAIGHT AND PERPENDICULAR TO CHORD/RAFTER TOENAIL PURLINS 2x6 MSR 7 650 2x6 MSR 7 B50 THE COLUMN FACE TO ASSURE FULL BOLT BEARING W/ 4-20d TO EA TRUSS W/ FASCIA W/2-20d EAVE GIRT (TYP 2 TOTAL) INTO EA JOIST HANG TO 11. SEE TRUSS DRAWINGS FOR DOUBLE TRUSS BLOCKING REQUIREMENTS (2 EA SIDE TYP 1-20tl OUTRIGGER (TYP) OUTRIGGER W/ 12. ALL 82 TIMBERS SHALL BE ROUGH SAWN AND TREATEDD To o W/ CCA TYPE C. DOUBLE TRUSS 19. NO OTHER MATERIALS SHALL BE USED W/O M&W BUILDING APPROVAL (OR RAFTERS) EA END (TYP) 0 NOTES © PURLIN BLOCK NAILING © OVERHANG DETAIL 3-1Od ® 4 3/8" O.C. STAGGERED W/ ROWS 16" O.C. 1 1/4" — 4 3/e" �� (� 4 3/8" II1'I) 1 1/4" 16" TYP DOUBLE 2x12 FLOOR BEAMS (2 EA SIDE) DOUBLE RAFTER BEAM NAILING 6-2Od EA SIDE (TYP) 12 2.25 I 1110111'� 10/110111111111I VI/WA1111111, limilWii B-20d EA SIDE (TYP) 20'. DIA CONCRETE W I III BACKFILL ALL 1 - COLUMNS (TYP) MIMI INSTALL 1O-20d NAILS 2" — DEEP IN (2) OPP. POST FACES BELOW GRADE ON ALL POSTS. ENDWALL FRAMNG SHT 2 of 3 M & W BUILDING SUPPLY P&C CO 15727ST. S.W.R TIGARD AYLORSLANEL DIST. ����G r'Rpf��� i/i�rz CUSTOM POLE BUILDINGS TIGARD OREGON & td ,,�,G►Net. /0 16' X 30' X 15' TO 12' 1 WASHINGTON 22175 S. HRY. 99E N' COUNTY: CANBY, OREGON 97013 864PE ROOF LOAD. LIVE 25 PSF ENGINEERS DESIGN RESPONSIBILITIES ARE LIMITED EXCLUSIVELY TO 503 283-8953 lv/DEAD LOAD. 5 PSF THOSE DOCUMENTS BEARING HIS SEAL AND SIGNATURE. ANY ALTER- 288-7102(503) (FAX) ATIONS TO THESE DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY OREGON WIND LOAD. 97 MPH EXP. C PERSONS OR AGENCY SHALL VOID SAID DOCUMENTS AND RELIEVE ENGR OF SCALE. 3/16'�1' -O v ...Pr. SEISMIC ZONE. D DESIGN RESPONSIBILITY, AND MAY CREATE LIABILITY ISSUE FOR THEMSELVES ➢RAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY ARE NOT TO 11 <FT IP' FOUNDATION PRESSURE. 1500 PSF BE CONSTRUED AS HAVING BEEN PREPARED FOR BUILDING USE, OCCUPANCY RDO/BB 7/1/22 c. 14+ LAT. SOIL BEARING. MO PSF AGENCIES,AND/ORIRE SLAB &8. IH Y I PINSTMENTS SHOWN F RECONSTRAINMENT ONLOF LOCALY. DESIGN �, LOVG BUILDING DESIGN. 2018 I.B.C. MIX, THICKNESS, CJ' s, & REINFORCEMENT BY OTHERS. THIS OPEN BUILDING STRUCTURE HAS NOT BEEN DESIGNED FOR USE WITH INTERIOR FINISH EXPIRES: „ . f1.1A1 MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT BUILT MW22138 '(d'1`` �4 1i r ( 12 12 2.25 2.255 GRADE GRADE II II II II II II II II II II II II II II II II III I I I I 1 1 1 11 I I 1 1 1 1 11 I I I i I I i I I i I I i II , I i i ! ! , i i i I I i I I i i ,4)I III III II NI I I III III 111 III 111 IE e , P1 ri LI GRADE rn I Ir 1r 1 l 7 1 GRADE SHT 3 of 3 P&C CONST. FOR TIGARD SCHOOL DIST. M & W BCUSTOUILDING OLE SUPPLY SUPPLY 15727 S.W. TAYLOR LANE I c��EG PR�FFS 7I�Ity 1 s' X 30' X 15' TO 12' TIGARD, OREGON & `;( \G I NFF `sip COUNTY: WASHINGTON 22175 S. HWY. 99E ` tCANBY, OREGON 97013 r ROOF LOAD! LIVE 25 PSF ENGINEERS DESIGN RESPONSIBILITIES ARE LIMITED EXCLUSIVELY TO " /865p503 283-8953 ` vDEAD LOAD! 5 PSFTHOSE DOCUMENTS HEARING HIS SEAL AND SIGNATURE. ANY ALTER— �/AT IONS TO THESE DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY503 288-7102 (FAX) //WIND LOAD! 97 MPH EXP! C PERSONS OR AGENCY SHALL VOID SAID DOCUMENTS AND RELIEVE ENGR OF � OR`(>"0N / DESIGN RESPONSIBILITY, AND MAY CREATE LIABILITY ISSUE FOR THEMSELVES SCALE, 3/16`=1' —O' SEISMIC ZONE! D DRAWINGS ARE FOR STRUCTURAL COMPLIANCE ONLY. THEY ARE NOT TO v O F OUNDAT ION PRESSURE! 1500 PSF BE CONSTRUED AS HAVING BEEN PREPARED FOR BUILDING USE, OCCUPANCY RDO/BB 7/1/22 ���`�'°T 14 �,- AND/OR FIRE & LIFE—SAFETY REQUIREMENTS OF LOCAL CODES OR (� Z �' LAT, SOIL BEARING! 100 PSF' AGENCIES. SLAB & HAIRPINS SHOWN FOR CONSTRAINMENT ONLY. DESIGN Iltt (' MIX, THICKNESS, CJ' s, & REINFORCEMENT BY OTHERS, THIS C. �.�v BUILDING DESIGN! 2018 I.B.C. STRUCTURE HAS NOT BEEN DESIGNED FOR USE WITH INTERIOR FINISH n1 OPEN BUILDING MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT BUILT MW22138 EXPIRES: ,tee 611 --