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1997-009783 - temp pole barn
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1997-009783 - temp pole barn
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Last modified
8/22/2023 3:12:49 PM
Creation date
5/17/2019 1:39:17 PM
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Address
0500 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0511723320003
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/ CENTER THE CENTER THE <br /> ` f TOP OF COLUMN FIELD CUT NAIL ON THE NAIL ON THE I� WLnp, <br /> AT ROOF SLOPE 1 1/2" WIDTH 3 PLY ENDWALL 1 1/2" WIDTH , , <br /> OF EACH COLUMN OF EACH x; 2X4 2%6 ;x; 1 015 <br /> ` ROOF SLOPE AT ENDWALL COLUMN PLY COLUMN PLY X I I '�1 J- <br /> �/ ; 2X4 WEBS: <br /> / (2) 16d �;x ;x, C11 rc <br /> R.S. NAILS 00 <br /> ` NOTCHED OUT CENTER PLY 2 ; x, g <br /> IN GABLE TRUSS AREA _ Z <br /> 1 1/2" W 0) <br /> ,X MIN. Q m <br /> \_ xl IxI Xi �2 iX' - <br /> \ 2 X 4 BLOCK NAILED w <br />- - - _ - - _ _ TO COLUMN WITH (4) ,� i I I I I I I I 'X , <br /> GABLE TRUSS - - - - - - - - �� x x , (X6 WEBS: <br /> " - - 16d RiNCSHANK NAILS. � ^�F I x I I � I x I I x I � �x' (3) 16d 'x; <br /> BOTTOM CHORD - - - - - - - - - - - - - - - - -h - - - - - - - - -LENGTH FOR EXACT <br /> - - - - O I I I 0 I I I I ,x i x: , R.S. NAILS <br /> LINE ` - - - - - - - x x n, , , <br /> HEIGHT. - i x - N,I- - _ a _ - -I_ I - I I _ _- - ' X, (o <br /> I I I -� - <br /> I x I rx r - - 10"/12" TO ,ry4 p <br /> I I I I $- - - - - - - - - - - - - - - CHORD x m <br /> '� O1 (6j 16d - - - - - - - - - - - - - - - - <br /> 1-PC. TONGUED TRUSS 6'•/8` TOP COLUMN LY NOWALL R.S. NAILS ry}a k 1 - - -MIN/2" %~ - - Y - - - - - - - - - - <br /> COLUMN (CONFIG. CHORD O <br /> NOTCH CENTER AND # OF PLIES BOTTOM4ij 6 16d CENTER THE 1/2- <br /> PLACING <br /> COLUMN BEFORE MAY VARY) CHORD 6" 8" HEEL 10"/12" HEEL R.S. NAILSON <br /> PLACING IN HOLE. (6�16d (8) 16d WIDTH OF EACH <br /> R.S. NAILS R.S. NAILS COLUMN PLY o <br /> ` FF322 iN-PIECE caUMNSMN PUNP�FR ME TION FOR WALLS R6 FF331 EENNDWALL CaCHORD+NETCTIONSPL�-F01ALL R... I.T Rt FF341 E�LL CONNECTIONS PLY E M-FR. s• R8 FF351 ENDWALL CONNECTIONS ENDWALLS WEB TO 3-PLY UNN-F .001.5• <br /> ^� THIS DIMENSION <br /> 1 1/2" MIN. 10) 16d HEEL: COLUMN EARS WILL VARY <br /> (8) i6d R.S. <br /> NO TONGUE NAILS COLUMN <br /> L TRUSS EAR EXTENSION <br /> SECTION A ON CENTER PLY `�' COLUMN� - INSERT BLOCK COLUMN <br /> (10d COMMONS I I I I x x <br /> \�� 2 W/2-PLIES) I i I FASTEN BETWEEN EARS o <br /> 1 1/2" MIN. I I I BEARING x x W/ (6) 16d RING ^' <br /> TRUSS BOTTOM CHORD LINE I x w �� x LINE SHANK NAILS <br /> I X I w r x x x PER SIDE OF JOINT n * �/-(3) 16d GALV. <br /> CENTER PLY OF ENDWALL COLUMNS k I = k x TRUSS WEB x - EACH SIDE OF COLUMN i° / R.S. NAILS I <br /> FROM FOOTINGS UP THRU WALL AREA. x I 'ao k 1 MEMBERS (24 TOTAL) ® EA. END Z <br /> MEASURE FROM REFERENCE LINE DOWN 1 k I x I w x x + <br /> TO FOOTING AND ADD DISTANCE UP TO I x COLUMN <br /> 2X8 CCA TREATED <br /> GABLE TRUSS. MARK COLUMN AND RIP I I x I x + + EARS TONGUE & GROOVE a N <br /> CENTER PLY OUT IN GABLE AREA BEFORE HEEL: I X I NSERT SPLASH PLANKGe x <br /> B SETTING COLUMN IN HOLE. R6S.tNAILS I k o X ®d R.S. NAILS x + + \ BLOCK (0.60 RETENTION) N O <br /> (10d COMMONS 1 k k l x STAGGERED. �� `� o <br /> W/2-PLIES b <br /> -- 0 . <br /> REFERENCE LINE NEAR GRADE 1,� TRUSS RESTS <br /> AFTER COLUMN HAS BEEN � <br /> }I1 J I ON OUTSIDE I I I I I I I I I I SET & IS READY TO ADDITIONAL J I <br /> ILSI PLY OF CORNER I I I I I I I I I I <br /> RECEIVE ROOF SYSTEM. NSERT BLOCK ROWS AS <br /> COLUMN I CUT BLOCK TO APPROPRIATE REQUIRED I <br /> (CONFIGURATION HEIGHT BEFORE NAILING FIELD CUT TO I <br /> INTO PLACE CORRECT LENGTH D' <br /> SECTION 8 AND PLACEMENT U F <br /> ENDWALL COLUMN MAY VARY) <br /> NOTCH CENTER PLY FOR END E USSWALLS <br /> GABLE TRUSS E CORNER COLUMN 48 FF3 7 1 VERTICAL DWALL COONNNECTONS S WEB FASTENING <br /> UNN-FR 1• RD FF388 ROOF SYS. I-PC. COLUMN UM FRAME 1 R2 FF4 1 0 UNI-FRAMFOR SPLASH E WALLOFASTENING 1.5 RO w <br /> NECTION Id <br /> 48 <br /> FF318 ENrIFAu COLUMNS UNI-FRAME WALLS Ro FF361 ENDWALL CONNECTIONS UNI-FR. t.5 Rt <br /> 1. DRILL 12" DIAMETER HOLES AS PER LOCATIONS ON 12)1/4"SHEAR NAILS w< <br /> FLOOR PLAN. TRUSS BEAM 1/2- SHORTER NOTE: OUTSIDE O <br /> (TYP) t>71 Z <br /> COLUMN THAN OPENING EACH EDGE OF POCKET TO (6)-10 GA. X 1-1/4" NAILS w <br /> 2. REMOVE ALL LOOSE DIRT FROM BOTTOM OF HOLE, SIDE BE FLUSH WITH OUTSIDE EACH FLANGE TO COLUMN aj> <br /> "TAMP" BOTTOM OF HOLE WELL. 1/2" EDGE OF OUTER PLY <br /> (4) 20d POLE OF COLUMN. ON & Q 3 Q <br /> (2) 16d R.S. 3. GUIDE THE CONCRETE PAD DOWN INTO THE AUGERED HOLE. BARN NAILS (10)-10 GA. % 1-1/4" TRUSS TO BUTT TO Z Iv <br /> NAILS EACH FLANGE �� BACK OF GIULAM. >- <br /> f-NAILS ® EA. END (P/N: 1040130) I TO BEAM �^ Y^< <br /> 4. POSITION WOOD COLUMN IN THE HOLE. 1 I u <br /> 5. BACKFILL HOLE WITH DIRT OR GRAVEL. BP-5215 BEAM i POCKET <br /> I 5-1/8" X 15" GLU <br /> 5/8" WASHER THIS 15•• P/N: 046114 <br /> LAMINATED BEAM -------- <br /> END ONLY �` I N FULL SADDLE HANGER FULL SADDLE HANGER <br /> 1-PLY TRUSS/RAFTER 2-PLY TRUSS/RAFTER <br /> (2)-5/8'• MACHINE BOLTS P/N: #045996 2X4 P/N: #045999 (2X6) <br /> WOOD COLUMN (2) 5/8" X 5" FIELD VERIFY HOLE LOCATION P/N: #045998 (2X6; / <br /> MACHINE BOLTS NOTE: ORIENT <br /> GLUCAN HEADER 2X4: (2) Z <br /> WALL GIRT 3-PLY COLUMN UP AS HMARKED TREATED JAMB TO EXTEND m 2X6: 4 <br /> IOd COMMONS <br /> —I I — TREATED JAMB TO ON THE GLUCAN FIELD VERIFY I TO FOOTING AND FIT SECURELY0 (TMP') g <br /> EXTEND i0 FOOTING I AT HANGER SEAT. FASTEN a <br /> -III I I I I I I AND FIT SECURELY I W/16d R.S. NAILS ® 12" D.C. 0 <br /> AT HANGER SEAT. I I STAGGERED. to <br /> I I KIT: 741194 2X6 741192 2X4 KIT: 74af <br /> WAL1195 2X6 <br /> FF430 UNILFG�ETWALL COLUMN I. 3RO I= III I _ F0201 UNI FRAMESGLULAMir XCiONNECTION INTERMEDIATE I".1 R2 CONN. KIT #741250 GA1 22 PURLIN TO TRUSS CONDOUBLE <br /> CTON 1.SADDLE5 SER RI w (n <br /> (2) 10 GA X I I II (2) 10 GA X 1 1/4" FULL SADDLE HANGER � <br /> 11/ <br /> SHEAR NAILS I FIELD CUT TRUSS ATOP OF SHEAR NAILS 2-PLY TRUSS/RAFTER <br /> z GLU-LAM (TYP.) P/N: #045999 (2X6) <br /> _ I I O SHORTER AC FIT <br /> GAINST BACK OF \ <br /> I- GLU-LAM HDR #258 <br /> \ <br /> N HANGER <br /> _ 6 58" __-_ TRUSS wz W <br /> N \ MARK Z <br /> 0 <br /> SII / '�I' i� [TO CL 7 N <br /> _ I _ (�l OF 2X6 <br /> Li <br /> 3 1/2" THICK X I- w Q (2) 5/8"X3" A & w h <br /> 12' DIAMETER I MACHINE BOLTS \/ 7 I <br /> PRE CAST CONCRETE I a r <br /> OCTAGONAL PAD <br /> P/N 104002 L ANGER <br /> _ (6) 5/8" X 6-1/ FULL SADDLE Hv <br /> CARRIAGE BOLTS 1-PLY TRUSS/RAFTER �n <br /> ® P/N: #045996 (2X4) <br /> 1/2 SADDLE HANGER ® THRU WASHERS P/N: 045998 (2X6) <br /> \ THRU GLU-LAM <br /> / <br /> P N: 045995 2X4 DRILL 11/16"HOLE <br /> _ (/ ( ) SIDE OF POCKET <br /> P%N: #045997 (2X6) WITH LOWER" <br /> O <br /> "WIDE <br /> 8 #258 METAL TRUSS TRUSS TOP m TABS MUST FACE N a <br /> HANGER CHORD ® O 2X4: (2) RIDGE °0 <br /> W NOTE: ORIENT #258 TRUSS HANGER- 046258 2X6: 4 W Z u v <br /> UNDISTURBED GLUCAN HEADER 2 X 8 6 5/8" 5/8"X6 1/2" CARR. BLOT- 044205 10d COMMONS ~ <br /> 2X4: (2 012" SOIL BELOW WITH THE TOP 2 X 10 4 1/2" 5/8"X3" MACHINE BOLT- 044511 �(TYP.) <br /> 2X6: (43 KIT: 741191 (2X4 DIAMETER FOOTING UP AS MARKED 5/8" STD FLAT WASHER- 044820 J Z3 a <br /> 1O COMMONS KIT: 741193 (2X63 CONNECTION KIT: #741259 ON THE GLULAM 2 X 12 2 3/8" ¢ <br /> KIT: 741194 2X6 741192 2X4 kIT: 741195 2X6 DO Q J <br /> 2X4/2X6 1/2 SADDLE HANGER64 2 PLY COLUMN W/ 12• PRE-CAST FTG FTG SGL. TRUSS TO BACK OF GLLRAM W�j256 32 *NOTE: DIMENSIONS FOR ® MAY VARY DUE TO TRUSS HEEL 2X4/2X6 SINGLE/ DOUBLE SADDLE HANGER 46 <br /> GA 1 42 PURLIN TO GABLE TRUSS CONN. 2• R1 FG450 TOWN & COUNTRY SYSTEM UN-1 1/2 Ro F0 5 70 UNI-FRAME HEADER CONNECTION 1 �l R2 HEIGHT. THESE ARE BASED ON 7 7/8", 10". & 12 1/8" RESPECTIVELY GA 1 52 1 R. NAILER TO TRUSS CONNECTION 1.5 R2 <br />
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