1997-009783 - temp pole barn - Laserfiche WebLink

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ANTI-SIPHON FOUR SETS OF BATTER BOARDS SHOULD BE USED OVERLAP IS TO MARK LOCATION OF A RECTANGULAR BUILDING ON I� DRAIN CHANNEL 36"='7iO COVERAGE WIDTH "SHORT" OF THE SITE. THE FINISH GRADE FOR THE SITE BATTER BOARD W 12" PITCH FLAT TO AROUND THE PERIMETER MUST BE ESTABLISHED AT 1 0 p STIFFEN THIS TIME. SAW KERF p PURLIN EDGE SET BATTER BOARDS AT LEAST 4 FT. AWAY FROM I BEARING 150 RIDGE CAP 170 FASCIA TRIM EACH CORNER. ONCE AGAIN, DOUBLE CHECK THE STAKE EXTRA LEG 126 LONG 16" WIDE # 122" LONG DIAGONALS FOR SQUARE. PLUMB 00 _ NAIL B ui m MATERIAL: .016 THICK GALVANIZED STEEL, ;STAKE, < 4APAINTED, GRADE E TOP PANEL ANTI-SIPHON J� P� 71` 00 80 KSI MINIMUM YIELD SO pJDRAIN CHANNEL dw O�Eq, 1 -0" 0~12" PURLIN �O' — LTAUT LINE BEARINGjo #190 BOTTOM CLOSURE #210 TRACK COVER 3" 3" EXTRA LEG BTM PANEL 122" LONG 122" LONG / OUTSIDE OF FOUNDATION WALLDIAGONAL \ O m 7/8" SID E�A P OG ky / BE EQ ONS MUST USING THE 3-4-5 SYSTEM TO CHECK THE CORNERS Y 0710 fly BE EQUAL!! OF THE BUILDING. THIS IS IS MAKE SURE THE 00 3/16" .p OV BUILDING O SQUARE. IN THIS DRAWING, A MULTIPLE OF 3,4,5 WAS USED. THREE UNITS OGN OF 0 OF EACH: 3X3=9, 4X3=12,AND 5X3=15.� c #230 "Z" TRIM #250"J" TRIM SON ALM (FULL DIAGONALS OF THE TOTAL BUILDING IS MORE ACCURATE)-rim q TMcovERAGE zz LONG ,2LONG NPoPor BOARDS , EF020 _384s4 - e NESECTIONN SPECS .s Eo SITE PREPARATIONR1 PRE-DRILL HOLE INTO COLUMN— OLUMN COLUMN & INSERT SHARP TOP VIEW 2X4 STAKE EDGE INTO HOLE 3/8" DIA. RIGHT x21/4" DEEP. -------------------------- CORNER COLUMNS (z) z ,/r x SIDEWALL 6 GA. STAPLES INTO 2X6-10' BRACE #270 TRACK BOARD COVER #290 SLOG. DR. JAMB TRIM LESTER CORNER COLUMNS WILL VARY WITH THE TYPE OF COLUMN TO HOLD ANCHOR MATERIAL OUTSIDE OF 12r LONG 122" LONG UNI-FRAME BUILDING BOUGHT BY THE DEALER. SET IN PLACE BUILDING 2-PLY (WITH #0 OR #1 SIDEWALL COLUMNS) STANDARD ANCHOR 2X8 CORNER COLUMNS SET FASTENING I 2X6 CORNER COLUMNS I A UNI-FRAME II BUILDING (WHERE THE COLUMNS ARE BOLTED TO __ _ 2X6-10' BRACE IJ J1 A CONCRETE FOUNDATION) HAS FACTORY BUILT COLUMNS. j r CORNER COLUMN MATERIAL 1< FINGER-JOINT <1 ON A STANDARD RECTANGULAR BUILDING, THERE WILL BE TWO ANCHOR RODS AT 90 Ip of CORNER "LEFT' AND TWO CORNER "RIGHT" COLUMNS PROVIDED. a 7 CORNERS AND OPENINGS G 1w 2X8 CORNER COLUMNS WI u X 11 2X4 STAKE #510 (7') JAMB TRIM #550 (8 1/2") JAMB TRIM I 2X6 CORNER COLUMNS 1 THERE WILL ALSO BE LEFT AND RIGHT CORNER COLUMNS SHIPPED U * 11 122" LONG 122' LONG 3-PLY (WITH #2, #D1 OR #D2 WITH THE ONE-PIECE EMBEDDED UNI-FRAME I BUILDING. X USING A 2' LENGTH OF 3/4" PIPE, SLIP ISOMETRIC VIEW II SIDEWALL COLUMNS) m 0 HOOK OF ANCHOR ROD INTO PIPE AND TWIST ROD SO IT WILL SET AT 90 DEGREES FROM CORNER COLUMN NOTE: RIGHT AND LEFT IS DETERMINED BY LOOKING AT THE WHERE IT WAS. HOOK CAN NOW BE FASTENED SIDEWALL BUILDING FROM THE OUTSIDE FACING A SIDEWALL, TO INSIDE OF COLUMN AWAY FROM JAMB OR L ---------------------- RIGHT SPLASHPLANK. THIS ELIMINATES ONE-PIECE UNI-FRAME I MORTISING OF COLUMN. #820 RAKE AND CORNER TRIM PRE-CAST OR POURED FOOTING 2X6-10' BRACE 13'/15'/17'/19'/21'/23' LG. #890 68" LONG SIDE JAMB TRIM AND UNI-FRAME II BUILDINGS U MATERIAL Z Z EF180 STANDARD,ROD OPENINGS.COLUMN UNI-FRAMEC CORNERS RI 2X6-10' BRACE DE095 STANDARDCOMMON METAL TRIM METAL FLASHINGS IDENTIFICATIONS CORNER PRE FF01 1 UM PR CONE-PC COL / UNI-FR III IF RR1N LAYOUT LEFT RIGHT � Z V r0) MATERIAL SINGLE PLY TRUSS >o n CORNER COLUMN 3 - 16d NAILS (2) - 16d NAILS FOR ALL V)w Z EACH CONNECTION BUILDING HEIGHTS (AT EACH CONNECTION TO �� yd J2 TEMPORARY BRACE CONNECTION) ENDWALL COLUMNS & Z H 2X4 STAKE 2X4 STAKE -j Z t-N NAIL THIS GIRT APPROx 5' TO 6'�� ABOVE GRADE REFER TO THE DETAIL � Y (1)-16d COMMON HORIZONTAL INDICATED FOR THE BRACING PLY COLUMN CONNECTION REQUIRED NAILS (1 OR 2 PIECE) PROJECTION �—LINE ONE PLY GABLE TRUSS 3-PLY 4-PLY EW COL. EW COL Ebil 1. SET CORNER COLUMN FLUSH W/PROJECTION TRUSS TOP CHORD FF341 FF343 U LINE & MAKE SURE COLUMN IS PLUMB. Z 2. USE 2X6-10' MATERIAL AND 2X4 STAKES TRUSS BTM CHORD FF331 FF333 - FOR BRACES. VERTICAL TRUSS WEB FF371 FF371 Z PROJECTION 3. TACK BRACES INTO PLACE TO SUPPORT LINE CORNER COLUMN. TRUSS DIAGONAL WEBS FF351 FF353 0 4. FILL & TAMP HOLE AROUND CORNER COLUMN. TRUSS HEEL ® CORNER I FF361 FF361 1n CORNER COLUMN TEMPORARY BRACING GABLE TRUSS TO ENDWALL COLUMN CONN. 384 & w F FO 15 UNI-FRAME I RO F F30 2 UNI-FRAME WALL FASTENING FULL R2 I~N J 2-16d COMMON NAILS (INSIDE OF J EACH CONNECTION BUILDING) PROJECTION PLY COLUMN LINE J (1 OR 2 PIECE) (INSIDE OF BUILDING) i n � N . � I " W � 1. STARTING AT ONE END SET ALL ENDWALL COLUMNS FLUSH C W WITH PROJECTION LINE & SPACE PER FLOOR-PLAN. 1. STARTING AT ENDWALL CORNER COLUMNS. SET SIDEWALL 3 COLUMNS PER FLOOR PLAN. N 2. USE 2 x 6-10' FOR TEMPORARY DIAGONAL BRACING rc W/2 x 4 STAKES. 2. SET THE SIDE COLUMN FLUSH WITH PROJECTION LINE. t) MAKE SURE COLUMN IS PLUMB. m 3. USE WALL GIRTS FOR TEMPORARY HORIZONTAL 3. USE 2X6-8' OR 10' FOR TEMPORARY DIAGONAL BRACING SPACING. AND FOR HORIZONTAL COLUMN SPACING. > 4. NAIL BRACING WITH 16d COMMON NAILS. 4. NAIL BRACING WITH 16d COMMON NAILS. Z 5. ALL TEMPORARY BRACING TO BE ON THE INSIDE OF N a 5. ALL TEMPORARY BRACING & GIRTS SHOULD BE NAILED THE BUILDING & THE HORIZONTAL BRACING TO BE 0 c02 TO INSIDE OF BUILDING. TO THE OUTSIDE OF THE BUILDING W Z V 6. FILL AROUND COLUMNS AND TAMP SOLIDLY AS DIRT IS (n _J $� PLACED IN HOLE. 6. FILL AROUND COLUMNS AND TAMP SOLIDLY AS DIRT IS W _ a 2 PLACED IN HOLE. m <W FF020 W/TEMPORARY BRACNGCNI-FRAME I RO FF025 TEMPO,COLUMN UNI-FRAME I RO