Loading...
Plans I . . . • v EXISTING PARKING ° "ki i c EXISTING BUILDING a 24,050 S Ft O ,� 0 ��'�� 0 -4 %. 0 C7 a c ,/ ry o !1 - 4 007 `� U f 4 o , N o r s � AI RD v) e si 4C w Li i -- — Existing Rain Drain 1 � CANOPY 1 Sorbent Booms , 1 I Existing Pavement Proposed 6" Rain Drain Line 1 To Existing Rain Drain 1 1 o I . I EXISTING PARKING 1 ` . �, r - _ _ EXISTING PARKING 1 ® E 1 j 153.18Ft ' Purposed Site For , g property 24" High, embankment on existin E P ole Building �' l� w 24'X96'X20' Eave a 2,304 Sq Ft I 4-10. Ft Setback I From Property Line 1 1 I Propose 6" Rain Drain Line 1 ' cA To Existing Rain Drain__ Site Development Plan a 2. Each 6'X12' SNYDER ROOFING OF OREGON LLC Q , Split Slider Doors ' 503 620 -5252 O 503 684 -3310 FAX a� p o 12650 SW Hall Blvd, Tigard iz4 to r a .9, n Existing § 4 OR 97223 -6243 w) Compac 9zveLy d o x N Zoning = 1 -H ® � ► �' oA c AREA CALCULATION e E Purposed Site Size: 2,304 Sq Ft V .? . I w �,, e � l � _ �O MAP: 2S lO1BC __ $, ; el = g 4.49 Acres ilEi. Existing I s s i .. TOTAL AREA = 195,584.4 SQ FT g Rain Dra s s s s5 4— Sorbent B r; t j e i s i f 2 tier, L,Lk $ W ; SCALE 1" = 40'- 0 Wf N 'if r4 . . ExistiniAspha Storage Tank Area (�h- . 8 E t ` r.w r•, r, r••. 205 .38 Ft • ....... 6 POST / BRACING NOTES ITEM DESCRIPTION • 6X12 P.T. #2 H -F POST A USE 5' -6' (MIN) EMBEDMENT DEPTH, 24 "0 FOOTING AND GRANULAR BACKFILL, NOTE ORIENTATION 6X10 P.T. #2 H -F POST B USE 5-6" (MIN) EMBEDMENT DEPTH, 24 "% FOOTING AND GRANULAR BACKFILL, NOTE ORIENTATION 6X8 P.T. #2 H -F POST 96'-0" (6‘) USE 5-6" (MIN) EMBEDMENT DEPTH, v 24 "% FOOTING AND GRANULAR BACKFILL, NOTE ORIENTATION 12'_0" 12' -0" 12' -0" R i12' -0" 12' -0" 12' -0" 12' -0" 12' -0" P.T. DOOR POS ( ` ) re (;) ® 0 i \,® 0A ( (SEE GENERAL NOTE 3) X X X i X s 7 E . C Z1 -LE a n I o 1 v I n v5 I <n CO V fil (II J > > C) C) C) C N h - - J J W L'1 1.0 LU W H ' _ N a X 2 0 0 0 0 O O 0 i. Y. - N 0 0 G 0 0 0 m f \_/ Zi 4 .--- \ p k o 3068 MD • . Q 3 NOISING JN1Q i 4t I t `Wt?f = a0 ABO . I 4 lir 1, f j pY \\ GENERAL NOTES , i " t 1. ALL POSTS EMBEDDED IN GROUND SHALL BE PRESSURE TREATED ` l " Y ,.Le - PLAN VIEW • FOR BURIAL. � � % + ! E ! 2. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE LOCATED BY I f THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY � ' '� 0 '' 'fir. �tir'� LOCATED ON THIS DRAWING. POSTS \-k � , 9, 'I- °4� 1 � r www.polebu � ld ngeng i ng.com • - 3. DOOR POSTS MAY BE SIZED, LOCATED AND EMBEDDED BY THE � ■ R. ;- iD 2700 Market St NE • Salem, Oregon 97301(503) 589 -1727 CONTRACTOR UNLESS NOTED OTHERWISE. DOOR POSTS MAY BE • CLIENT I OWNER / BUILDING LOCATION I OMITTED IF DOOR IS FRAMED DIRECTLY AGAINST A STRUCTURAL I WIRE'S: 61'30!! _i ECON -O -FAB BUILDINGS SNYDER ROOFING POST. 14255 SW PARMELLE 12650 SW HALL BLVD • 4. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES GASTON, OR 97119 TIGARD, OR 97225 PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. l DATE: 13 AUG 07 DWG NO: JOB NO: REV ©AWANCE ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC IPLOT ®: 96 PFB —01 of 06 180447 ! 0 \ I 12 4✓ I Y til til b 0 I b b N N 12'X12' SPLT SLD 96' -0" 24' -0" REAR EAVE VIEW LEFT GABLE VIEW 4 • 0 0 •--..' U 'le I 0 N N , 3068 MD 12'x12' SPLT SLD 96' -0" 24' -0" FRONT EAVE VIEW RIGHT GABLE VIEW 7 <r kx ) 7 / � �" �` r/ ° !j ` ,` ' ELEVATION VIEWS \ ,\ , 1 LJ `e,� 3 i „`• E%• r „`1 , www.polebuildingengineering.com Li 1 \` -= ~ / 2700 Market St NE • Salem, Oregon 97301 (503) 589 -1727 ''� \! i3 ter `' i CLIENT OWNER / BUILDING LOCATION r:77 I 6130_ - ECON —O —FAB BUILDINGS SNYDER ROOFING "' • -- 14255 SW PARMELLE 12650 SW HALL BLVD GASTON, OR 97119 TIGARD, OR 97225 DATE: 13 AUG 07 DWG NO: JOB NO: REV:A ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC IPLOT ®: 128 PFB -02 Of 06 180447 / O \ • • J-2X6 #2 D -F PURLINS ® 24" (MAX) 0.C. / NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS sr, i / —NAIL (2) 16d OR 20d NAILS EA SIDE 12 fit_ • MI • . NAIL 2X6 BLOCKS TO TRUSSES 4 ;� i, NAIL TOP GIRT TO POST �; , M :40/11 �� , IlaN A W/ (4) (MIN) 16d OR 20d NAILS f,----- V (6) 16d OR 20d NAILS (4) (MIN) 16d OR 20d NAILS - .I \- PRE- ENGINEERED TRUSSES BY OTHERS • f / �\/ (3 ) !8 ° 0 A-307 BOLTS 7 .Z W/ NUT &FLAT WASHERS EA SIDE \ -- SEE DETAIL 1 0 ` 2X CORBEL BLOCK TO I MATCH POST WIDTH \ r! • \ ® / (SEE STANDARD DETAILS FOR BOLT SPACING & �1 \Z''/ BLOCK SIZE) I DETAIL 1 /-- #4 REBAR HAIRPINS / EXTEND 6' (MIN) INTO o x I \ -POST G CONCRETE FLOOR SLAB o m 4 - TYP ALL POSTS n 4 n_ ° o 4 ° ii ii ■ n' . n 4 a a G 4 ° G D \ G 4 l C / . -29 GA METAL SHEATHING I TYP ROOF AND WALLS DETAIL 2 r -- 2X6 #2 H -F GIRTS © 24" (MAX) 0.C. NAIL TO POST W/ (3) 16d OR (2) 20d NAILS EA END 1 / .-P.T. BOTTOM GIRT SEE DETAIL 2 �/ NAIL TO POST W/ (6) 16d OR 20d NAILS EA END `-4" (MIN) CONCRETE FLOOR 0 N m BACKFILL PER POST /BRACING NOTES ON PFB -01 (SEE CONSTRUC ION NOTES) ,-"-----767:;7:7:;:t , BUILDING DATA: GENERAL NOTES 6 ,, THICK C ONC RETE FOOTING � , , , .„ WIDTH: 24' -0" (SEE CONSTRUCTION NOTES) it ' a °.- -. • LENGTH: 96' -O" 1- GIRTS MAY BE INSTALLED COMMERCIAL STYLE ,� 'g;`' "�,' EAVE HT: 20' -0" AT 24" O.C. BY THE CONTRACTOR WITH 2X /'i f i, ROOF SLOPE: 4 IN 12 BLOCKING BETWEEN MEMBERS OR WITH �/ 4 9;7 f ; 4 , r :: ; SECTION A - . TRUSS SP 12' -0" SIMPSON LU26 HANGERS (OR EQUAL). IF 2X � BUILDING CODE: BLOCKING IS USED, THEN NAIL BLOCKING TO / � , ' -, ALLIANCE E 1 POST WITH (6) 20d OR (6) 16d NAILS (MIN). r� �. �-O RtGON j - '\ WIND LOAD: 94.5 MPH �Y ./ � g EXPOSURE: B www.polebuildingengineering.com NAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) SNOW LOAD: 25 PSF 16d NAILS AT EACH END. '� \ �� ��`��`.�.�ttt t`, 2. PURLINS MAY BE INSTALLED WITH SIMPSON v�o`L' 2700 Market St NE • Salem, Oregon 97301 (503) 589 -1727 DEAD LOAD: 3 PSF >� — . - 39. Fh CUENT I OWNER / BUILDING LOCATION r LU26 HANGERS (OR EQUAL) SEE NOTE 15 ON : 1. SOIL BEARING: 1.5 KSF �..rt _�.•- ECON -O -FAB BUILDINGS SNYDER ROOFING THE CONSTRUCTION NOTES, OVER- LAPPED„ OR SEISMIC ZONE: D BUTTED ON THE TRUSSES AS REQUIRED BY 1�• �c_ 6/30,r 4� • IBC: 2006 THE CONTRACTOR. r 14255 SW PARMELLE 12650 SW HALL BLVD :�. 113�� r GASTON, OR 97119 TIGARD, OR 97225 "' DATE: 13 AUG 07 DWG NO: JOB NO: REV: ®AWANCE ENGINEERING OF OREGON. INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRANANG TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC 'PLOT ®. 48 PFB -O3 of 06 180447 /0\ \ • ▪ \�-- TRUSS HEEL . ,\ .\ L (6) 16d OR 20d NAILS • • ' \-- 2X BLOCKING BETWEEN GIRTS • , W/ (10) 16d OR 20d NAILS IN EACH BLOCK PLACE NAILS AT 1 -1/4" (MIN) FROM BLOCK EDGE jr . . et AT 2 - 1/2" (MIN) O.C. TRIM BLOCK FOR TIGHT FIT TYP (2) PLCS ON EACH CABLE WALL CORNER \. POST UNDER EACH TRUSS HEEL • • \— GIRT ir - POST / / Y NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH GABLE TRUSS 1 N.T.S. 'Z ``° FRAMING DETAILS it GENERAL NOTES f c;n -7f I/ ` 1s " } 1. IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT CUE" , . ENC T TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED § TO ACCOMMODATE THE REMAINDER OF THE NAILS. � D'^ �. www.polebuildingengineering.com / 2. IF GIRTS ARE INSTALLED COMMERCIAL STYLE PER c j , 4- , C; ��/ 2700 Market St NE • Salem, Oregon 97301 (503) 589 -1727 i`� GENERAL NOTE 1 ON SECTION A DRAM THEN INSTALL t, ` 9,� CLIENT I OWNER / BUILDING LOCATION!' CORBEL BLOCK 4t'/ QUANTITY OF NAILS SHOWN. 'i�,�f R tr BUILDINGS SNYDER ROOFING PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE AT ,� ' 14255 SW PARMELLE 12650 SW HALL BLVD 2-1/2" (MIN) O.C. IIEXPIBES: I301ta _ GASTON, OR 97119 TIGARD, OR 97225 y DATE: 13 AUG 07 DWG NO: JOB NO: REV: A ©AWANCE ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC IPLOT ®: 16 PFB -04 Of 06 180447 /0\ 2" 2" CORBEL BLOCK &POST TRUSS OR RAFTER HEEL pm- TRUSS OR RAFTER HEEL I \ \ i____ CORBEL BLOCK FREE OF SPLITS, 1 Illi CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES, CHECKS, AND SHAKES, z BEFORE AND AFTER NAILING BEFORE AND AFTER NAILING [RIM FOR TIGHT FIT TRIM FOR TIGHT FIT --\\ \ Z A -307 BOLT W/ NUT (f, Z & FLAT WASHERS EA SIDE A -307 BOLTS 'W/ N U Z < N Z Z & FLAT WASHERS EA SIDE ON (STAGGERED AS SHOWN) v 2 `J POST z POST �' Z { _y— NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK I NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING SIZING ONLY. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND ONLY. SEE SECTION VIEW FOR ACTUAL BOLT SIZE AND QUANTITY QUANTITY REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING REQUIRED. CONTRACTOR TO PROVIDE PROTECTIVE COVERING OR OR COATING FOR ALL CORBEL BLOCKS, BOLTS, TRUSS HEELS AND � COATING FOR ALL CORBEL BLOCKS, BOLTS, TRUSS HEELS AND RAFTER RAFTER HEELS DIRECTLY EXPOSED TO THE ELEMENTS. HEELS DIRECTLY EXPOSED TO THE ELEMENTS. ® CORBEL BLOCK CORBEL BLOCK FOR (2) OR MORE BOLTS C' FOR (1) BOLT #14 X 7/8" STITCH SCREWS I NOTE: FOR METAL ROOFS WITH ROOF SLOPE LESS 9„ © 24" 0.C. MID SPAN _ PANEL OVERLAP #9 X 1 -1/2" SCREWS 7 THAN 3 IN 12 SEE NOTE 10 (MAX) J 29 GA METAL SHEATHING #9 X 1 -1/2" SCREWS /` ON CONSTRUCTION NOTES. ,l P NOTE: FOR METAL ROOFS 1/2" (MIN) 1 WITH ROOF SLOPE LESS EDGE DISTANCE THAN 3 IN 12 SEE NOTE 10 2X (MIN) FRAMING MEMBER — #9 X 1" LONG SCREWS 9" O.C. (MAX) ON CONSTRUCTION NOTES. \-- 2X (MIN) FRAMING MEMBER 2X (MIN) FRAMING MEMBER NOTE: NO STITCH SCREWS REQUIRED 9 „ 29 GA METAL SHEATHING FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9" O.C. ADJACENT TO (MAX) j EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MIN) FROM PANEL EDGES. INCREASE LENGTH _ .m. _ — I _ ,. _ _ _ _ ■ _ OF #9 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. s 1 2X (MIN) FRAMING MEMBER —� 49 X 1 -1/2" SCREWS @ 9" O.C. (MAX) TYPICAL SCREW SCHEDULE 13 Ii _ N.T.S. FASTEN THE 29 GA METAL SHEATHING TO THE Q FRAMING MEMBERS USING #9 X 1 -1/2" AT 9" O.C. ADJACENT TO EACH OF c � / +' e' =� A��` C9 ° STANDARD DETAILS THE MAJOR RIBS. PARALLEL TO THE PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1 -1/2" SCREWS SHALL BE SPACED &L,, / i f -p AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW SPACING AT TERMINATING EDGES). THE ` '' 47 FAS � 4 .. r 1 r" ALLIANCE ENGIINEERING TENERS SHALL BE 1/2" (MIN) FROM PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X 1' ^ r f�8' ° -' 7/8" LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24" O.C. (MAX). INCREASE LENGTH OF # '� - I � o L,� OREGON www.polebuildingengineering.com SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. / (p / Q f 2700 Market St NE • Salem, Oregon 97301 (503) 589 -1727 JI11 � �� 0 ` A �' CLIENT I OWNER / BUILDING LOCATION I ` ALTERNATE SCREW SCHEDULE 6�h 'c am ` 't ECON —O —FAB BUILDINGS SNYDER ROOFING © 14255 SW PARMELLE 12650 SW HALL BLVD N.T.S. 3EXPIRES: OI301 j G ASTON, OR 97119 TIGARD, OR 97225 DATE: 13 AUG 07 DWG NO: JOB NO: REV: ©AWANCE ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC (PLOT OE 12 PFB -05 Of 06 180447 /0\ \ POLE BUILDING CONSTRUCTION NOTES: • 1. UNLESS NOTED OTHERWISE, ALL CONCRETE f'c SHALL BE 2500 PSI MINIMUM AT 28 9. IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, THE CONTRACTOR DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO SHALL INSURE THAT THE SAND IS SATURATED PRIOR TO BACKFILLING AND IS PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED. COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 2. ALL SOLID SAWN LUMBER 5 "X5' AND LARGER SHALL BE ROUGH SAWN VISUALLY GRADED TIMBERS UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER SHALL BE AT LEAST THE 10. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS STANDARD OR BEIIER. No. 2 DOUG -FIR MAY BE SUBSTITUTED FOR No. 2 HEM -FIR. DRAWING UNLESS NOTED OTHERWISE. FOR NON- STANDING SEAM METAL ROOFS WITH ROOF SLOPE OF LESS THAN 3 IN 12 AND STANDING SEAM METAL ROOFS WITH ROOF 3. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE MANUFACTURER OF SLOPE OF 1/4 IN 12, APPLY LAP SEALANT PER MANUFACTURER'S SPECIFICATIONS IN THE PRE - ENGINEERED TRUSSES HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ACCORDANCE WITH IBC SECTION 1507.4.2 MANUFACTURER'S INSTRUCTIONS. 11. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH 4. THE POSTS SHALL BE CENTERED ON THE FOOTINGS. THE CONTRACTOR SHALL INSURE IBC SECTIONS 2303 & 2304. THAT THE BACKFILL IN THE POSTHOLES IS CAST AGAINST UNDISTURBED SOIL. 12, ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED 5. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS GALVANIZED. ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 1.3. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS 6. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BCSI -B1 AND SCSI -B1O. BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. NE CONTRACTOR SHALL INSTALL (10) 2Od NAILS 2" DEEP INTO (2) OPPOSITE POST FACES 14. IF THE DRAWINGS SHOW TRANSLUCENT LIGHT PANELS, BOTH ENDS OF THE PANELS ON EACH POST BELOW GRADE. NAILS MAY BE OMIT IED IN BUILDINGS WITH A 4" (MIN) MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED CONCRETE FLOOR. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 2Od NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. 7. IF THE DRAWINGS SPECIFY GRANULAR BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE 5/8" TO 3/4" ( -) GRAVEL OR CRUSHED ROCK. THE CONTRACTOR SHALL 15. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, THEN OMIT THE PURLIN BLOCKS INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AND INSTALL 2X CONTINUOUS BLOCKING TO MATCH POST WIDTH BETWEEN AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. RAFTERS /TRUSS TOP CHORDS. LOCATE BLOCKING AT THE TOP OF THE RAFTERS /TRUSS TOP CHORDS AND NAIL EA SIDE WITH 16d NAILS AT 12" (MAX) O,C.. 8. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL CONTRACTOR TO VERIFY THAT THE WIDTH OF THE TRUSS TOP CHORD IS EQUAL TO BE WELL - GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE OR GREATER THAN THE PURLIN WIDTH, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INSURE THAT THE BACKFILL IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. . j N\c, / :,e =1, , 2 1 CONSTRUCTION NOTES ABBREVIATIONS &SYMBOLS: e , A 'Y o -oN c EN T D -F DOUGLAS FIR PLCS PLACES i „,() FIAN EA EACH G.T. PRESSURE TREATED `j c C ; , i p� GA GAUGE SP SOUTHERN PINE , A) L: C www.polebuildingengineering.com ' GLB GLUE LAM BEAM SW SOUTHERN YELLOW PINE R t i�`� 27 00 Market St NE 589 - 1727 H — F HEMLOCK FIR TYP TYPICAL ° Salem, Oregon 97301 503 ( ) MD MAN DOOR W WINDOW r — ^ — •°--■ CLIENT I OWNER / BUILDING LOCATION I MFR'S MANUFACTURER'S W WITH cXj ES: 6/' -'O/ ECON —O —FAB BUILDINGS SNYDER ROOFING O.C. ON CENTER ® AT 14255 SW PARMELLE 12650 SW HALL BLVD .OPP OPPOSITE 4 DIAMETER J GASTON, OR 97119 TIGARD, OR 97225 DATE: 13 AUG 07 DWG NO: JOB NO: REV: ©AWANCE ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. DRAWN BY: BC IPLOT 0: 1 PFB -06 ..of 06 180447 /0\ \