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PLAN - 08-00121 - 357 E 1st N - Polebarn
POST / BRACING NOTES ITEM DESCRIPTION O 6X8 P.T. #2 H—F POST OUSE 4'-6" (MIN) EMBEDMENT DEPTH, OPEN 24"0 FOOTING AND GRANULAR � N BACKFILL, NOTE ORIENTATION W p 6X8 P.T. #2 H—F POST ©USE 4'-6" (MIN) EMBEDMENT DEPTH, zo 00 24"0 FOOTING AND CONCRETE OO BACKFILL, NOTE ORIENTATION X N � 6X6 P.T. #2 H—F POST ©USE 4'-6' (MIN) EMBEDMENT DEPTH, 00 24"0 FOOTING AND GRANULAR N N N BACKFILL o 6X6 P.T. #'2 H—F POST OUSE 3'-0' (MIN) EMBEDMENT DEPTH, 'pl 18"0 FOOTING AND CONCRETE O BACKFILL O 06 P.T. #2 H—F DOOR POST USE 2'-6" EMBEDMENT DEPTH OE & 18"0 CONCRETE BACKFILL (NO CONCRETE FOOTING REO'D), NOTE ORIENTATION O LATERAL BRACE SEE DETAIL 3 ON FRAMING DETAILS DRAIWNG GENERAL NOTES 1. ALL POSTS EMBEDDED IN GROUND SHALL BE PRESSURE TREATED FOR BURIAL. 2. PERSONNEL DOOR(S) AND WINDOW(S) SHOWN MAY BE LOCATED BY THE BUILDER IN THE WALL(S) SHOWN UNLESS SPECIFICALLY LOCATED ON THIS DRAWING. 3. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. OF OREGON, INC. ITIS UNLAWFUL .r r M O O O OPEN OPEN _ 12'-0" 12'-0" O O O / OPEN OPEN on � N rn W p W j l J w j l O zo 00 po OO W X N � X I N K N z 00 N N N di o / 'pl OPEN O .r r M O O O OPEN OPEN _ I N I \\ \ \ \ o / on ON { A v OD lL OO W X N � X I N K N z 00 N N N 0 N o / 'pl OPEN O O .r r M O O O OPEN OPEN _ LOCATION THAN SHOWN. PLAN VIEW ALLIANCE ENGtNJEERJ� www.polebuildingengineering.com 2700 Market St NE • Salem, Ore on97301 503 589— CLIENT OWNER BUILDING CA LOTION FARM & HOME CUSTOM BLDGGAYLON STUCKI PO BOX 675 �7300 E FOOTHILL ROAD REXBURG,ID 83440 IDAHO FALLS, ID 83401 DATE: 08 OCT 07 DWG N0: JOB N0: F DRAWN BY: DN PLOT 6.128 PWG Of 07 200197 I N I \\ \ \ \ o on ON O� NN OD OQ OO �O IA N N OPEN OPEN OPEN OPEN / o / 'pl 40604" CONCRETE FLOOR / 0 X / \ of W J n V O \ a LOCATION THAN SHOWN. PLAN VIEW ALLIANCE ENGtNJEERJ� www.polebuildingengineering.com 2700 Market St NE • Salem, Ore on97301 503 589— CLIENT OWNER BUILDING CA LOTION FARM & HOME CUSTOM BLDGGAYLON STUCKI PO BOX 675 �7300 E FOOTHILL ROAD REXBURG,ID 83440 IDAHO FALLS, ID 83401 DATE: 08 OCT 07 DWG N0: JOB N0: F DRAWN BY: DN PLOT 6.128 PWG Of 07 200197 I I I \\ \ \ \ o iV OD OQ OO �O IA N N OPEN OPEN OPEN OPEN O O O O LOCATION THAN SHOWN. PLAN VIEW ALLIANCE ENGtNJEERJ� www.polebuildingengineering.com 2700 Market St NE • Salem, Ore on97301 503 589— CLIENT OWNER BUILDING CA LOTION FARM & HOME CUSTOM BLDGGAYLON STUCKI PO BOX 675 �7300 E FOOTHILL ROAD REXBURG,ID 83440 IDAHO FALLS, ID 83401 DATE: 08 OCT 07 DWG N0: JOB N0: F DRAWN BY: DN PLOT 6.128 PWG Of 07 200197 60'-0" REAR EAVE VIEW FRONT EAVE VIEW GENERAL NOTES 1. ON THE ENTIRE LEFT GABLE WALL, INSTALL 7/16' OSB OR 1/2° COX PLYWOOD SHEATHING. NAIL WOOD SHEATHING WITH 8d NAILS 0 3" O.C. BOUNDARY, 6' O.C. FIELD. PROVIDE 2X BLOCKING AT ALL PANEL EDGES. CONTRACTOR TO PROVIDE ADDITIONAL CONCRETE FOOTING OR FOUNDATIONAL SUPPORT, VAPOR BARRIER, AND WIRE MESH AS REQUIRED FOR SUPPORT OF NON—STRUCTURAL BRICK OR BRICK VENEER. ENGINEERING OF OREGON, INC. IT IS 0 I 0 1 a a 0 I f 0 I m m ANY OTHER BUILDING LOCATION THAN SHOW BRICK OR BRICK VENEER 3068 MD 12'-0" 40'-0" 12._0" LEFT GABLE VIEW 64'-0" RIGHT GABLE VIEW ELEVATION VIEWS ALLIANCE ENGtNEEQ www.polebuildingengineering.com 1 2700 Market St NE • Salem, Oregon 97301 503 589-1 CLIENT OWNER BUILDING LOCATION FARM & HOME CUSTOM BLDG GAYLON STUCK PO BOX 675 7300 E FOOTHILL ROAD REXBURG, ID 83440 IDAHO FALLS, ID 83401 DATE: 08 OCT 07 DWG N0: JOB N0: RI DRAWN BY: IN PLOT 0728 PFB-02 of 07 200187 NAIL TOP GIRT TO POST W/ (4) (MIN) 16d OR 20d NAILS (6) 16d OR 20d NAILS 2X CORBEL BLOCK TO MATCH POST WIDTH FREE OF SPLITS, CHECKS, AND SHAKES BEFORE AND AFTER NAILING NAIL TO POST W/ (8) 16d OR 20d NAILS TYP UNDER TRUSS HEEL (6) 16d OR 20d NAILS CONTINUOUS 2X CORBEL BLOCK TO MATCH POST WIDTH FREE OF SPLITS, CHECKS, AND SHAKES BEFORE AND AFTER NAILING NAIL TO POST W/ (8) 16d OR 20d NAILS TYP (6) PLCS UNDER RAFTER HEEL DETAIL 2 3 INSTALL (3) 20d NAILS 2' DEEP IN EA POST FACE ® MID -SLAB DEPTH FOR POST CONSTRAINT NAIL TOP GIRT TO POST W/ (4) (MIN) 16d OR 20d NAILS �(6) 16d OR 20d NAILS DETAIL 1 (MIN) 16d OR 20d NAILS 2) 5/8'0 A-307 BOLTS J/ NUT & FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO MATCH POST WIDTH (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK SIZE) DETAIL 2 12 3� PERIMETER POST POST r BOTTOM GIRT SEE DETAIL 1 29 GA METAL SHEATHING o x TYP ROOF AND WALLS a 2X6 #2 H -F COMMERCIAL GIRTS 0 24° (MAX) O.C. EXCEPT AS SHOWN ON ELEVATION VIEWS DRAWING (SEE GENERAL NOTE 1 BELOW) P.T. BOTTOM GIRT . NAIL TO POST W/ (6) 16d OR 20d NAILS EA END DETAIL 34 m BACKFILL PER POST/BRACING NOTES ON PFB-01 N a (SEE CONSTRUCTION NOTES) BUILDING DATA: WIDTH: LENGTH: 60'-0' EAVE HT: 14'-0' ROOF SLOPE: 3 IN 12 TRUSS SPACING: 12'-0' BUILDING CODE: WIND LOAD: 90 MPH EXPOSURE: C ROOF SNOW LOAD: 35 PSF DEAD LOAD: 5 PSF SOIL BEARING: 1.5 KSF SEISMIC CATEGORY: D IBC: 2006 (GENERAL NOTES 1 GIRTS MAY BE INSTALLED COMMERCIAL SME AT 24' O.C. BY THE CONTRACTOR WITH 2X BLOCKING BETWEEN MEMBERS OR WITH SIMPSON W26 HANGERS (OR EQUAL). IF 2X BLOCKING IS USED, THEN NAIL BLOCKING TO POST WITH (6) 20d OR (6) 16d NAILS (MIN). NAIL GIRTS TO BLOCKING WITH (2) 20d OR (3) 16d NAILS AT EACH END. ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR 6' THICK CONCRETE FOOTING (SEE CONSTRUCTION NOTES) LOCATION THAN SHOWN. 2X6 LAPPED #2 D—F PURLINS 0 24' (MAX) O.C. INSTALL PER DETAIL 1 ON LAPPED PURLIN DETAILS DRAWING �NAIL 2X6 BLOCKS TO TRUSSES/ RAFTERS W/ (2) 16d OR 20d NAILS EA SIDE TRUSSES BY OTHERS SEE DETAIL I SECTION A I IVJ"- www.polebuildingengineering.com -mil 2700 Market St NE • Salem, Oregon 97301(503) 589 - CLIENT I OWNER BUILDING LOCATION FARM & HOME CUSTOM BLDG GAYLON STUCKI PO BOX 675 7300 E FOOTHILL ROAD REXBURG, ID 83440 IDAHO FALLS, ID 83401 )ATE: 08 OCT 07 DWG NO: JOB NO: F )RAWN BY: DM IPLOT m64 1 PFB-03 of 071200197 RAFTER HEEL TYP (6) 16d OR 20d NAILS TYP 2X CORBEL BLOCK BY 24' (MIN) LONG W/ (20) 16d OR 20d NAILS IN EACH BLOCK ON INSIDE AND OUTSIDE OF EACH POST UNDER EA RAFTER HEEL PLACE NAILS AT 1-1/4' (MIN) FROM BLOCK EDGE & AT 2-1/2' (MIN) O.C. POST NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH. 1 SHED GABLE RAFTER N.T.S. TRUSS HEEL (6) 16d OR 20d NAILS • 2X CORBEL BLOCK BY 16' (MIN) LONG W/ (12) 16d OR 20d NAILS PLACE NAILS AT 1-1/4' (MIN) FROM BLOCK EDGE & AT 2-1/2' (MIN) O.C. TRIM FOR TIGHT FIT BETWEEN TRUSS HEEL & RAFTER HEEL TYP ON EACH GABLE WALL POST UNDER EACH TRUSS HEEL 0 SHED CONNECTION RAFTER HEEL (6) 16d OR 20d NAILS 2X CONTINUOUS CORBEL BLOCK NAIL TO POST W/ 16d OR 20d NAILS 0 6' O.C. STAGGERED, VERTICALLY. PLACE NAILS AT 1-1/4' (MIN) FROM BLOCK EDGE & AT 2-1/2' (MIN) O.C. HORIZONTALLY. TYP ON EACH GABLE POST UNDER EACH RAFTER HEEL 0 SHED CONNECTION POST NOTE: ALL 2X BLOCKS TO MATCH POST WIDTH GABLE TRUSS GABLE RAFTER ® SHED CONNECTION INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. PROVIDE SIMPSON LSTA18 PERFORATED STEEL STRAP OR EQUAL 0 ALL LATERAL BRACE/TRUSS CHORD CONNECTIONS NAIL STRAP TO LATERAL BRACE/TRUSS CHORDS W/ 8d NAILS FILL ALL HOLES TYP ROOF PURLIN 16d OR 20d NAILS 0 12' (MAX) WALL BOTTOM CHORD OF 2X6 I.C. STOP CHORD OF TRUSS ADDITIONAL 2X6 BLOCK 0 LATERAL BRACE POINT ATTACH W/ (2) 16d OR 20d NAILS EA SIDE BRACE TO TOP CHORD OF TRUSS W/ SIMPSON LU26 HANGER OR EQUAL 2X6 (MIN) ATTACH PER MFR'S SPECIFICATIONS ATTACH W/ SIMPSON LU26 OR EQUAL TRIM DIAGONAL BRACE FOR TIGHT FIT ATTACH VERTICAL LEG OF BRACE TO STRONGBACK W/ SIMPSON LSTA18 PERFORATED STEEL STRAP OR EQUAL NAIL STRAP TO LATERAL BRACE & STRONGBACK W/ 8d NAILS FILL ALL HOLES TYP 2X6 STRONGBACK. STRONGBACK MAY BE SPLICED 0 LATERAL BRACES ONLY NAIL STRONGBACK TO BOTTOM CHORD OF TRUSS W/ 16d OR 20d NAILS 0 12' O.C. TYP 3 LATERAL BRACE DETAIL N.T.S. I FRAMING DETAILS I www.polebuildingengineering.com FT, Ham` FARM & HOME CUSTOM BLDG GAYLON STUCKI PO BOX 675 7300 E FOOTHILL ROAD REXBURG, ID 83440 IDAHO FALLS, ID 83401 DATE: 08 OCT 07 IDWG N0: IJOB N0: IF DRAWN BY: DM IPLOT 0 16 1 PFB-04 of 071200197 ENGINEERING OF OREGON, INC. IT IS TOP VIEW SIDE VIEW FOR THIS DRAWING TO BE I 12'-0" INTERIOR BAYS IDE PURLIN TO I/ (3) 16d NAILS 5 TOP CHORDS NAIL EA OVERLAP W/ (10) 16d NAILS, STAGGERED 2X TRUSS TOP CHORDS DETAIL 1 THAN SHOWN. 12'-0" INTERIOR BAYS 12" (MIN) NAIL INSIDE PURLIN TO BLOCK W/ (3) 16d NAILS TYP TRUSS TOP CHORDS TOP VIEW NAIL EA OVERLAP W/ (10) 16d NAILS, STAGGERED 2X TRUSS TOP CHORDS SIDE VIEW LAPPED PURLIN DETAILS ALLIAINCE ENGtNEEi'Jj www.polebuildingengineering.com �i1 2700 Market St NE • Salem, Oregon 97301 503 589— CLIENT OWNER BUILDING LOCATION FARM & HOME CUSTOM BLDG GAYLON STUCKI PO BOX 675 7300 E FOOTHILL ROAD REXBURG, ID 83440 IDAHO FALLS, ID 83401 )ATE: 08 DCT 07 DWG N0: JOB N0: R )RAWN BY: DN PLOT O 1 PFB-05 Of 07 200197 NOTE: FOR METAL ROOFS WITH ROOF SLOPE LESS 9" THAN 3 IN 12 SEE NOTE 10 (MAX) % 29 GA METAL SHEATHING ON CONSTRUCTION NOTES. / 2X (MIN) FRAMING MEMBER � `#9 X 1" LONG SCREWS ® 9" O.C. (MAX) NOTE: NO STITCH SCREWS REQUIRED FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1" AT 9" O.C. ADJACENT TO EACH OF THE MAJOR RIBS. THE FASTENERS SHALL BE 1/2" (MIN) FROM PANEL EDGES. INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. T TYPICAL SCREW SCHEDULE N.T.S. INC. IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. #14 7/8" STITCH SCREWS ® 24" O.C. I -- NOTE: FOR METAL ROOFS WITH ROOF SLOPE LESS THAN 3 IN 12 SEE NOTE 10 ON CONSTRUCTION NOTES. OVERLAP #9 X 1-1/2" SCREWS X 1-1/2" SCREWS 1/2" (MIN) EDGE DISTANCE FRAMING MEMBER 2X (MIN) FRAMING MEMBER 9" (MAX) 29 GA METAL SHEATHING 2X (MIN) FRAMING MEMBER #9 X 1-1/2" SCREWS ® 9" O.C. (MAX) FASTEN THE 29 GA METAL SHEATHING TO THE FRAMING MEMBERS USING #9 X 1-1/2" AT 9" O.C. ADJACENT TO EACH OF THE MAJOR RIBS. PARALLEL TO THE PANEL RIBS, AT TERMINATING EDGES, THE #9 X 1-1/2" SCREWS SHALL BE SPACED AT 12" O.C. (ADDITIONAL BLOCKING MAY BE REQUIRED TO ACHIEVE PROPER SCREW SPACING AT TERMINATING EDGES). THE FASTENERS SHALL BE 1/2" (MIN) FROM PANEL EDGES. THE DECK SIDE LAPS SHALL BE FASTENED TOGETHER WITH #14 X 7/8' LONG SELF DRILLING SCREWS MID SPAN BETWEEN THE SUPPORTS AT 24' O.C. (MAX). INCREASE LENGTH OF #9 SCREWS BY THICKNESS OF ANY APPLIED SUBSHEATHING. 2 ALTERNATE SCREW SCHEDULE N.T.S. I STANDARD DETAILS I www.polebuildingengineering.com 2700 Market St NE HOME CUSTOM BLDG GAYLON STUCKI 675 7300 E FOOTHILL ROAD .ID 83440 IDAHO FALLS. ID 83401 )WG N0: IJOB NO: PFB-06 of 07120019 POLE BUILDING CONSTRUCTION NOTES: 1. UNLESS NOTED OTHERWISE, ALL CONCRETE 1'c SHALL BE 2500 PSI MINIMUM AT 28 B. DAYS. THE CONCRETE SHALL BE MIXED IN THE CORRECT PROPORTIONS PRIOR TO PLACEMENT. NO SPECIAL INSPECTION IS REQUIRED. 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 MINIMUM NOTED ON THE DRAWINGS. LUMBER NOT SPECIFICALLY CALLED OUT MAY BE STANDARD OR BETTER. No. 2 DOUG—FIR MAY BE SUBSTITUTED FOR No. 2 HEM—FIR. 3. INSURE THAT ALL BRACING AND BEARING AREA REQUIRED BY THE MANUFACTURER OF THE PRE—ENGINEERED TRUSSES HAVE BEEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. ALL POSTS SHALL BE CENTERED IN THE POSTHOLES. ALL POST EMBEDMENT DEPTHS SHALL BE MEASURED FROM THE TOP OF THE CONCRETE PAD TO TOP OF GRADE. IF SOLID ROCK IS ENCOUNTERED, THE CONCRETE PAD MAY BE OMITTED PROVIDED THE POST BEARS DIRECTLY ON SOLID ROCK. POSTS SHALL BE EMBEDDED INTO UNDISTURBED NATIVE SOIL AT THE EMBEDMENT DEPTHS SPECIFIED. IF FILL IS PLACED ON THE SITE, THE POSTHOLE DEPTHS SHALL BE INCREASED AS REQUIRED TO PROVIDE UNDISTURBED NATIVE SOIL UNLESS THE FILL HAS BEEN TESTED BY A CERTIFIED SOILS TESTING LABORATORY TO BE 95% COMPACTED. 5. UNLESS NOTED OTHERWISE, GIRTS AND PURUNS HAVE BEEN DESIGNED FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 6. IF THE DRAWINGS SPECIFY CONCRETE BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE THE MINIMUM PSI AS SPECIFIED IN NOTE 1, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL INSTALL (10) 20d NAILS 2" DEEP INTO (2) OPPOSITE POST FACES ON EACH POST BELOW GRADE. NAILS MAY BE OMITTED IN BUILDINGS WITH A 4" (MIN) CONCRETE FLOOR. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 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 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. ABBREVIATIONS & SYMBOLS: D—F DOUGLAS FIR PLCS PLACES EA EACH P.T. PRESSURE TREATED GA GAUGE SP SOUTHERN PINE GLB GLUE LAM BEAM SYP SOUTHERN YELLOW PINE H—F HEMLOCK FIR TYP TYPICAL MD MAN DOOR W WINDOW MFRS MANUFACTURERS W/ WITH O.C. ON CENTER ® AT OPP OPPOSITE 0 DIAMETER ENGINEERING OF OREGON, INC. IT IS UNLAWFUL AND POTENTIALLY LOCATION THAN SHOWN. IF THE DRAWINGS SPECIFY NATURAL BACKFILL IN THE POSTHOLES, THE BACKFILL SHALL BE WELL—GRADED NATIVE SOIL (FREE FROM ALL ORGANICS AND LARGE COBBLES). THE 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. 9, IF THE DRAWINGS SPECIFY SAND BACKFILL IN THE POSTHOLES, THE CONTRACTOR SHALL INSURE THAT THE SAND IS SATURATED PRIOR TO BACKFILLING AND IS COMPACTED AFTER EACH 6" LIFT. PROVIDE 6" THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER. 10. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS DRAWN G 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 SLOPE OF 1/4 IN 12, APPLY LAP SEALANT PER MANUFACTURERS SPECIFICATIONS IN ACCORDANCE WITH IBC SECTION 1507.4.2 11. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH IBC SECTIONS 2303 & 2304. 12. ALL FASTENERS DRIVEN INTO PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED. 13. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS BCSI—Bt AND BCSI-810. 14. IF THE DRAWINGS SHOW TRANSLUCENT UGHT PANELS, BOTH ENDS OF THE PANELS MUST TERMINATE AT A WALL GIRT. WALL GIRTS THAT LIGHT PANELS ARE ATTACHED TO MUST BE FASTENED TO THE POSTS W/ (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. 15. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, OMIT THE PURUN BLOCKS AND INSTALL 2X CONTINUOUS BLOCKING TO MATCH POST WIDTH BETWEEN 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.. CONTRACTOR TO VERIFY THAT THE WIDTH OF THE TRUSS TOP CHORD IS EQUAL TO OR GREATER THAN THE PURLIN WIDTH, PRIOR TO CONSTRUCTION. H. I CONSTRUCTION NOTES I www.polebuildingengineering.com FARM & HOME CUSTOM PO BOX 675 REXBURG, ID 83440 BY: DM IPLOT O. 1 )G GAYLON STUCKI 7300 E FOOTHILL I IDAHO FALLS, ID 8 N0: IJOB NO: