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2020.0157.BP0014 1403920 (Flood) Stamped Drawings 050720(1)POST / BRACING NOTES ITEM DESCRIPTION V) 6X6 P.T. #2 H -F POST Irnl1 USE 5'-0" (MIN) EMBEDMENT DEPTH, 24"0 FOOTING AND GRANULAR BACKFILL 6X6 P.T. #2 H -F POST USE 5'-0" (MIN) EMBEDMENT DEPTH, 18"0 FOOTING AND CONCRETE BACKFILL 6X6 P.T. #2 H -F POST 'rr-,-) USE 5'-0" (MIN) EMBEDMENT DEPTH, 18"0 FOOTING AND GRANULAR BACKFILL 06 P.T. #2 H -F DOOR POST USE 2'-6" EMBEDMENT DEPTH & 18"0 CONCRETE BACKFILL (NO CONCRETE FOOTING REQ'D), NOTE ORIENTATION Cr I 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. DOOR POSTS MAY BE OMITTED IF DOOR IS FRAMED DIRECTLY AGAINST A STRUCTURAL POST. 4. CONTRACTOR TO VERIFY DOOR DIMENSIONS AND CLEARANCES PRIOR TO BUILDING CONSTRUCTION AND DOOR INSTALLATION. OVERHEAD DOOR SIZE MAY BE REDUCED AS REQ'D TO ENSURE CORRECT OPERATION OF THE DOOR. 30'-O" 10'-0" 1 10'-0" 1 10'-0" 0 0 3068 MD d � o 0 �z x w �N Irl) In V) Irnl1 a I � a ILI o d � Z 0 xW C3 w V1 4 _I 0 tJ I am 0 ALLIANCE ENGINEERING OF OREGON, INC. 9 2700 Market St NE • Salem, Dragon 97301 • PHONE. 503 589-1727 • FAX 503 589--17213 a IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. 3/16" = 1'-0„ PLAN VIEW A,r, ALLIANCE ae com N i`ENGINEERING Specialists in Post Frame Engineering 1QENLj OWNER I BUILDING LOCATION ROCHESTER LUMBER MICE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 DATE: 27 APR 2020 DWG NO: I JOB NO: 7REV�DRAWN BY. JP PLOT @ 64 PFB-01 Of07 1403920 3058 �lD 30'-0" r REAR LAVE VIEW o I n GENERAL NOTES 1. ON THE AREAS SHOWN, INSTALL 7/16" OSB OR 1/2" CDX PLYWOOD SHEATHING PER SPECIFICATIONS NOTED ON THE SEC110N A DRAWING, EXCEPT NAIL AT 3" O.C. BOUNDARY. ©ALLIANCE ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, 30'-0" FRONT SAVE VIEW 8" OVERHANGS SEE OVERHANG DETAILS DRAWING) fYP 0 n .]LL ISL I L 1 30'-0" LEFT GABLE VIEW 30'-0" RIGHT GABLE VIEW . fv 97,301 • PHONE: 503 589-1727 • FAX 503 559-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. SEE NOTE 1 1,$„ _ 11 _ 0' ELEVATION VIEWS ALLIANCE ae com t I` ENGINEERING Specialists in Post Frame Engineering ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 �YELM, WA 98597 )ATE: 27 APR 2020 IDWO NO: JOB NO REV: DRAWN BY: JP PLOT � PFB-02 of 07 1403920 L (6) 16d OR 20d NAILS 2X TOP GIRT & OUTRIGGER (SEE OVERHANG DETAILS DRAWING) F. , " (1) 3/4"0 A-307 BOLT W/ NUT & FLAT WASHERS EA SIDE (3) 3/4"0 A-307 BOLTS W/ NUT & FLAT WASHERS EA SIDE 2X CORBEL BLOCK TO ■ MATCH POST WIDTH (SEE STANDARD DETAILS FOR BOLT SPACING & BLOCK LENGTH) (4) (MIN) 16d OR 20d NAILS COMPOSITION ROOF OVER MOISTURE BARRIER OVER 7/16" OSS OR 1/2" CDX PLYWOOD SHEATHING NAIL WOOD SHEATHING W/ 8d NAILS ® 6" D.C. EDGES, 12" O.C. FIELD TYP ROOF DETAIL 1 NOTE: WALL GIRTS NOT SHOWN N.T.S. FOR CLARITY POST ■ICTAI I rzx A j NAILS 2" DEEP :E ® MID—SLAB T CONSTRAINT DETAIL 2 (TOP VIEW) N.T.S. BUILDING DATA: WDTH: 30'-0" LENGTH: 30'-0" EAVE HT: 17'-0" ROOF SLOPE: 4 IN 12 TRUSS SPACING: 10'-0" BUILDING CODE: RISK CATEGORY: II WIND LOAD: 110 MPH WIND EXPOSURE: C ROOF LIVE LOAD: 20 PSF GROUND SNOW LOAD: 25 PSF ROOF SNOW LOAD: 25 PSF ROOF DEAD LOAD: 9 PSF WALL DEAD LOAD: 5 PSF SOIL BEARING: 1.5 KSF SEISMIC CATEGORY: D BUILDING CODE: 2015 IBC IETER POST ONCRETE FLOOR BOTTOM GIRT GENERAL NOTES l 1. GIRTS MAY BE INSTALLED COMMERCIAL STYLE AT 24" O.C. BY THE CONTRACTOR WITH 2X BLOCKING BETWEEN MEMBERS OR WITH SIMPSON LU26 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. 2. PURLINS MAY BE INSTALLED WITH SIMPSON LU26 HANGERS OR EQUAL (SEE NOTE 12 ON CONSTRUCTION NOTES DRAWING), OVER—LAPPED, OR BUTTED ON THE TRUSSES AS REQUIRED BY THE CONTRACTOR. 12 4 D 2X6 #2 D—F PURLINS 0 24" (MAX) D.C. NAIL TO BLOCKS W/ (3) 16d OR (2) 20d NAILS TYP PRE—ENGINEERED TRUSSES BY OTHERS) NON—STRUCTURAL HARDIEPLANK LAP SIDING OVER MOISTURE BARRIER OVER 7/16" OSB OR 1/2" CDX PLYWOOD SHEATHING NAIL WOOD SHEATHING W/ 6d NAILS 0 6" D.C. EDGES, 12" O.C. FIELD (EXCEPT AS NOTED ON ELEVATION VIEWS DRAWING) PROVIDE 2X BLOCKING ® ALL PANEL EDGES INSTALL NON—STRUCTURAL LAP SIDING PER MFR'S SPECIFICATIONS TYP WALLS 2X6 #2 D—F FLAT GIRTS W/ 2X4 #2 D—F STRONGBACKS 13 24' (MAX) O.C. NAIL FLAT GIRTS TO POST W/ (3) 16d OR (2) 20d NAILS EA END NAIL STRONGBACKS TO FLAT GIRTS W/ 16d OR 20d NAILS 0 6" O.C. TYP P.T. BOTTOM GIRT NAIL TO POST W/ (6) 16d OR 20d NAILS EA END TYP 8ACKFILL PER CL I r—(EE CONSTRUCTION/NOTES)G 6" THICK CONCRETE FOOTING (SEE CONSTRUCTION NOTES) 4" (MIN) CONCRETE FLOOR A TYP BUILDING CROSS SECTION 61 113 r�J ,p� 287f�5 GIST - ALLIANCE ENGINEERING OF OREGON, INC. ■ 2700 Market St NE • Salem, Oregon 97301 • PHONE; 503 589-1727 ■ FAY, 5113 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. 2X6 PURLIN BLOCKS NAIL EA TRUSS TOP CHORD TO BLOCKS W/ (2) 16d OR 20d NAILS EA SIDE TYP SEE DETAIL 1 SEE DETAIL 2 15— * �* -, td 1'4„ _ 1,_07P SECTION A I rALLIANCE `�e C0,17 -,11i■ ENGINEERING Specialists in Post Frame Engineering CLIENT I OWNER BUILDING LOCATION ROCHESTER LUMBER MICE FLOOD P4 BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 ]ATE: 27 APR 2020 DWG NO: JJOB NO: REV: ]RAWN BY: JP IPLOT @ 48 PFB-03 of 07 1403920 1 L (GENERAL NOTES 1. IF TOTAL NUMBER OF NAILS SPECIFIED WILL NOT FIT DUE TO SIZE OF BLOCKING, AN EXTRA BLOCK MAY BE ADDED TO ACCOMMODATE THE REMAINDER OF THE NAILS. 2. IF GIRTS ARE INSTALLED COMMERCIAL STYLE PER GENERAL NOTE 1 ON SECTIONS A DRAWING, THEN INSTALL 2X CORBEL BLOCK W/ QUANTITY OF NAILS SHOWN. PLACE NAILS AT 1-1/4" (MIN) FROM BLOCK EDGE & AT 2-1/2" (MIN) O.C. 3. ALL 2X BLOCKS MUST MATCH POST WIDTH, AND BE FREE OF SPLITS, CHECKS & SHAKES, BEFORE AND AFTER NAILING. ©ALLIANCE ENGINEERING OF OREGON, INC. 0 2700 Market St NE • Salem, FLAT GIRT W/ STR( TRUSS HEEL (6) 16d OR 20d NAILS 2X BLOCKING BETWEEN GIRTS W/ (10) 16d OR 20d NAILS IN EA BLOCK PLACE NAILS 0 1-1/4" (MIN) FROM BLOCK EDGE & ® 2--1/2" (MIN) Q.C. TRIM BLOCK FOR TIGHT FIT (SEE GENERAL NOTES BELOW) TYP (3) PLCS ON EA GABLE WALL CORNER POST UNDER EA TRUSS HEEL POST 1 CABLE TRUSS N.T.S. 97301 • PHONE: 503 589-1727 • FAX-* 503 589-1728 • IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. CJ 11z 7_ 28765 NAL �G`��r. FRAMING DETAILS JI ALLIANCE ae r N Uo ENGINEERING Specialists in Past Frame Engineering CLIENT I OWNER BUILDING LOCATION ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 )ATE: 27 APR 2020 DWG N0: JOB NO: REV: )RAWN BY: JP IPLOT 0 16 PFB-04 Of 07 1403920 1 L NAIL OUTRIGGER TO PURLIN BLOCK W/ (2) 16d OR 20d NAILS EA SIDE PURLIN BLOCK TYP (SEE SPECIFICATIONS ON NAIL OUTRIGGER TO POST SECTION A DRAWING) W/ (6) 16d OR 20d NAILS TYP PRE—ENGINEERED 2X FASCIA TO MATCH PURLIN SIZE, GRADE & SPECIES TRUSSES (BY OTHERS) NAIL TO EA OUTRIGGER W/ (2) 16d OR 20d NAILS SEE DETAIL 1 ON TYP SECTION A DRAWING PURLIN BLOCK 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE &SPECIES HAIL EA TRUSS TO BLOCK TRIGGER M T X N INTO THE BUILDING W/ (2} 16d OR 20d NAILS 0 LEAST (11) TIMES THE LENGTH OF THE OVERHANG CORBEL BLOCK OR TO THE FIRST PURLIN SEE DETAIL 1 ON SECTION A DRAWING 2X TOP GIRT TO MATCH PURLIN SIZE, GRADE & SPECIES EAVE WALL POST ATTACH TO OUTRIGGER W/ SIMPSON LU26 HANGER OR EQUAL PER MFR'S SPECIFICATIONS �1 TYPICAL EAVE WALL OVERHANG DETAIL STACKED PURLINS 0 TRUSS N.T.S. 2X GABLE FASCIA TO MATCH PURLIN SIZE, GRADE & SPECIES NAIL TO EA PURLIN W/ (2) 16d OR 20d NAILS NAIL PURLIN TO OUTRIGGER W/ (3) 16d OR 20d NAILS 2X GABLE FASCIA SUPPORT TO MATCH PURLIN SIZE, GRADE & SPECIES ATTACH TO OUTRIGGER W/ SIMPSON LU26 HANGER OR EQUAL NAIL FASCIA TO SUPPORT W/ (2) 16d OR 20d NAILS 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE & SPECIES NAIL TO POST W/ (6) 16d OR 20d NAILS 2X EAVE FASCIA SEE DETAIL 1 (SIMILAR) CORBEL BLOCK SEE DETAIL 1 ON FRAMING DETAILS DRAWING CORNER POST 2X SOLID BLOCKING BETWEEN PURLINS TOE—NAIL TO TOP OF PURLIN W/ (1) 16d OR 20d NAIL TOE—NAIL TO TOP OF TRUSS W/ (2) 16d OR 20d NAILS EA SIDE GABLE TRUSS 2X CONTINUOUS PURLINS NAIL TO 2X BLOCKING W/ (2) 16d OR 20d NAILS TOE—NAIL TO TOP OF TRUSS W/ (1) 16d OR 20d NAIL INSTALL (1) SIMPSON H2.5A HURRICANE TIE OR EQUAL 0 EA PURLIN TO GABLE TRUSS CONNECTION SIMPSON CS16 STRAP OR EQUAL WRAP OVER TOP OF OUTRIGGER NAIL EA SIDE TO TRUSS W/ (B) 10d X 1 1/2" LONG NAILS EA END PLACE @ 6- (MAX) FROM OUTRIGGER END TYP EA OUTRIGGER 0 CORNER POST 2X TOP GIRT TO MATCH PURLIN SIZE, GRADE & SPECIES NAIL TO POST W/ (4) 16d OR 20d NAILS TYPICAL GABLE WALL OVERHANG DETAIL 2X OUTRIGGER TO MATCH PURLIN SIZE, GRADE & SPECIES NAIL—LAMINATE TO TRUSS TOP CHORD W/ (2) ROWS OF 10d NAILS 0 4" O.C., STAGGERED OUTRIGGER MUST EXTEND INTO THE BUILDING 18` (MIN) TYP PURLIN 2X CONTINUOUS BLOCKING BETWEEN TRUSSES (SEE NOTE 12 ON CONSTRUCTION NOTES DRAWING) NOTE: OUTRIGGERS SHOWN IN DETAIL 2 MAY BE OMITTED AS REQ'D BY THE CONTRACTOR PROVIDED THAT THE PRE—ENGINEERED TRUSSES (BY OTHERS) ARE DESIGNED WITH TRUSS TAILS ABLE TO WITHSTAND LOADS SHOWN ON SECTION A DRAWING. BOLT (SEE SPECIFICATIONS ON SECTION A DRAWING) INSTALL THROUGH OUTRIGGER & TRUSS HEELS TYP EAVE FASCIA SEE DETAIL 1 (SIMILAR) TYP TOP GIRT SEE DETAIL 1 (SIMILAR) TIP EAVE WALL POST 2 ALTERNATE EAVE WALL OVERHANG DETAIL HUNG PURLINS @ TRUSS N.T.S. ENGINEERING OF OREGON, INC. • 2700 Market St NE • Salem, Oregon 97301 0 PHONE: 503 589-1727 • FAX: 503 589-1728 9 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. OVERHANG DETAILS 'IMF ALLIANCE it 116ENGINEERING Specialists in Post Frame Fngineenng CLIENT OWNER BUILDING LOCATION ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 DATE: 27 APR 2020 IDWG Na JOB NO: REV: DRAWN BY.. PLOT @ 24 PFB-05 of 07 1403920 L NOTE: TRUSS HEEL BOLT NOT SHOWN FOR CLARITY. SEE DETAIL 2 TRUSS HEEL CORBEL BLOCK FREE OF SPLITS, CHECKS, AND SHAKES, BEFORE AND AFTER NAILING TRIM FOR TIGHT FIT A-307 BOLTS W1 NUT & FLAT WASHERS EA SIDE (STAGGERED AS SHOWN) POST NOTE: THIS DETAIL IS FOR BOLT LOCATION AND CORBEL BLOCK SIZING ONLY, SEE SECTION A DRAWING FOR ACTUAL BOLT SIZE AND QUANTITY REQUIRED. SEE NOTE 10 ON CONSTRUCTION NOTES DRAWING, ENGINEERING OF OREGON, INC. • 2700 Market St NE ■ Salam, CORBEL BLOCK FDR (2} OR MORE BOLTS N.T.S. A-307 MACHINE BOLT OR CART BOLT W/ NUT & FLAT WASH NOTE: CORBEL BLOCK & NOT SHOWN FOR SEE DETAIL 1 NOTE: THIS DETAIL IS FOR BOLT LOCATION ONLY. SEE SECTION A DRAWING FOR ACTUAL BOLT SIZE REQUIRED. SEE NOTE 10 ON CONSTRUCTION NOTES DRAWING. r�1 TRUSS HEEL BOLT L FOR (1) TRUSS HEEL BOLT N. T. S. lA 97301 ■ PHONE: 503 589-1727 • FAX 503 589-1728 • IT IS UNLAVFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN. STANDARD DETAILS 1 AA � ALLIAN CE ae com v 11116 ENGINEERING Specialists in Post Frame Engineering CLIENT OWNER BUILDING LOCATION ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 DATE: 27 APR 2020 JDWG NO: JOB NO: REV: DRAWN BY: JP IPLOT Q 12 PFB-06 Of 07 1403920 L POLE BUILDING CONSTRUCTION NOTES, 1. UNLESS NOTED OTHERWISE, ALL CONCRETE f c SHALL BE 2500 PSI MINIMUM AT 28 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—HR. MSR 1650 MAY BE SUBSTITUTED FOR No. 2 DOUG—FIR. 3. 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. 4. 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, UNLESS OTHERWISE NOTED. PROVIDE 6' THICK CONCRETE FOOTING TO MATCH HOLE DIAMETER, UNLESS OTHERWISE NOTED. 5. 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. 6. 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. 7. ALL WOOD MEMBERS, FRAMING REQUIREMENTS AND CONNECTIONS SHALL COMPLY WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. INSTALL EXTERIOR FLASHING PER THE BUILDING CODE LISTED ON THESE DRAWINGS, AND IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL VENTILATION AS REQUIRED AND IN ACCORDANCE WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. 8. ALL FASTENERS DRIVEN INTO, OR STEEL CONNECTORS EXPOSED TO, PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL, OR APPLIED WITH MANUFACTURER'S PROPRIETARY CORROSION RESISTIVE COATING. 9. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS BCSI—B1 AND BCSI—B10. 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. 10. PROTECTIVE COVERING OR COATING SHALL BE PROVIDED FOR ALL CORBEL BLOCKS, BOLTS, TRUSS AND/OR RAFTER HEELS AND WOOD FASCIAS DIRECTLY EXPOSED TO THE ELEMENTS. 11. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 12. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, OMIT THE PURLIN 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 EACH 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. 13. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS DRAWING UNLESS NOTED OTHERWISE. FOR NON—STANDING SEAL 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 MANUFACTURER'S SPECIFICATIONS IN ACCORDANCE WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. 14, IF THE DRAWINGS SHOW POLYCARBONATE LIGHT 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 WITH (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. PANELS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE BUILDING CODE REFERENCED ON THESE DRAWINGS. POLYCARBONATE PANELS SHALL BE AN APPROVED PANEL FOR USE ON WALLS AND DESIGNED TO WITHSTAND THE ENVIRONMENTAL LOADS AS SHOWN ON THE SECTION A DRAWING, 15. UNLESS NOTED OTHERWISE, INSTALL ALL SIMPSON HARDWARE PER MANUFACTURER'S SPECIFICATIONS. LAG SCREW BOLTS SHALL NOT BE SUBSTITUTED FOR SIMPSON STRONG—DRIVE SCREWS. © ALLIANCE ENGINEERING OF OREGON, INC, ■ 2700 Market St NE 0 Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 9 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN, 1 CONSTRUCTION NOTES !E, ALLIAN CF it I& ENGINEERING Specialists in Post Frame Engineering CLIENT I OWNER BUILDING L0CAT10N ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 DATE: 27 APR 2020 IDWG N0:JOB NO;TREVDRAWN 8Y: JP PLOT 0. 1 PF -B-07 Or 07140392 ABBREVIATIONS & SYMBOLS: B, 0. BOTTOM OF HOG HOT—DfP GALVANIZED SPF SPRUCE PINE FIR BTR BETTER MD MAN DOOR SS SELECT STRUCTURAL CL (�_) CENTER LINE MFR'S MANUFACTURER'S SYP SOUTHERN YELLOW PINE CONT. CONTINUOUS MSR MACHINE STRESS RATED TYP TYPICAL DO DUTCH DOOR O.C. ON CENTER T.O. TOP OF D—F DOUGLAS FIR OPP OPPOSITE U.N.O. UNLESS NOTED OTHERWISE EA EACH PLCS PLACES W WINDOW FSO FRAMED OPENING P.T. PRESSURE TREATED W/ WITH GA GAUGE RSO ROUGH OPENING 0 AT GLB GLUE LAM BEAM S4S SURFACED 4 SIDES 0 DIAMETER H—F HEMLOCK FIR SLD SLIDER DOOR 8. ALL FASTENERS DRIVEN INTO, OR STEEL CONNECTORS EXPOSED TO, PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED, STAINLESS STEEL, OR APPLIED WITH MANUFACTURER'S PROPRIETARY CORROSION RESISTIVE COATING. 9. OFF LOADING & HANDLING AND TEMPORARY & PERMANENT BRACING OF ALL TRUSSES SHALL COMPLY WITH BUILDING COMPONENT SAFETY INFORMATION PUBLICATIONS BCSI—B1 AND BCSI—B10. 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. 10. PROTECTIVE COVERING OR COATING SHALL BE PROVIDED FOR ALL CORBEL BLOCKS, BOLTS, TRUSS AND/OR RAFTER HEELS AND WOOD FASCIAS DIRECTLY EXPOSED TO THE ELEMENTS. 11. UNLESS NOTED OTHERWISE, GIRTS AND PURLINS HAVE BEEN DESIGNED FOR STRESS ONLY. THEY HAVE NOT BEEN DESIGNED FOR THE DIRECT ATTACHMENT OF INTERIOR FINISHES. 12. IF PURLINS ARE INSTALLED WITH JOIST HANGERS, OMIT THE PURLIN 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 EACH 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. 13. INSTALL ALL STEEL SHEATHING TO THE INTERIOR FRAMING MEMBERS (GIRTS AND PURLINS) PER THE TYPICAL SCREW SCHEDULE GIVEN ON THE STANDARD DETAILS DRAWING UNLESS NOTED OTHERWISE. FOR NON—STANDING SEAL 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 MANUFACTURER'S SPECIFICATIONS IN ACCORDANCE WITH THE BUILDING CODE LISTED ON THESE DRAWINGS. 14, IF THE DRAWINGS SHOW POLYCARBONATE LIGHT 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 WITH (4) 16d OR 20d NAILS AT EACH END UNLESS COMMERCIAL GIRTS ARE USED. PANELS MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND IN ACCORDANCE WITH THE BUILDING CODE REFERENCED ON THESE DRAWINGS. POLYCARBONATE PANELS SHALL BE AN APPROVED PANEL FOR USE ON WALLS AND DESIGNED TO WITHSTAND THE ENVIRONMENTAL LOADS AS SHOWN ON THE SECTION A DRAWING, 15. UNLESS NOTED OTHERWISE, INSTALL ALL SIMPSON HARDWARE PER MANUFACTURER'S SPECIFICATIONS. LAG SCREW BOLTS SHALL NOT BE SUBSTITUTED FOR SIMPSON STRONG—DRIVE SCREWS. © ALLIANCE ENGINEERING OF OREGON, INC, ■ 2700 Market St NE 0 Salem, Oregon 97301 • PHONE: 503 589-1727 • FAX: 503 589-1728 9 IT IS UNLAWFUL AND POTENTIALLY DANGEROUS FOR THIS DRAWING TO BE USED FOR ANY OTHER BUILDING LOCATION THAN SHOWN, 1 CONSTRUCTION NOTES !E, ALLIAN CF it I& ENGINEERING Specialists in Post Frame Engineering CLIENT I OWNER BUILDING L0CAT10N ROCHESTER LUMBER MIKE FLOOD PO BOX 219 17117 103RD AVE SE ROCHESTER, WA 98579 YELM, WA 98597 DATE: 27 APR 2020 IDWG N0:JOB NO;TREVDRAWN 8Y: JP PLOT 0. 1 PF -B-07 Or 07140392