24 x40 POLE BARN STYLE 4 CAR GARAGE/SHOP

Transcription

1 24 x40 POLE BARN STYLE 4 CAR GARAGE/SHOP 2-16 x9 GARAGE DOORS 1-10 x10 BIPARTING SLIDING DOOR OPTIONAL WINDOWS (DETAILS INCLUDED) FRONT AND BACK PERSONNEL ENTRY DOORS 4/12 PITCH ROOF METAL SIDING AND ROOF

2 TITLE PAGE 463 North State, Preston, Idaho INDEX PAGE DESCRIPTION 1 FRONT & RIGHT ELEVATIONS 2 BACK & LEFT ELEVATIONS 3 PLAN 4 ELECTRICAL PLAN 5 SECTION A-A, VIEW A, H1 INSTALLATION 6 SECTION B-B, F-F, G-G 7 BIPARTING DOOR FRAME AND POST NOTCHING DETAILS 8 BACK ENTRY DOORWAY FRAME AND GARAGE DOOR FRAME DETAILS, SECT. D-D, H-H 9 SECTION C-C, E-E, OPTIONAL WINDOW FRAME ELEVATION DETAIL 10 FRONT ENTRY DOOR FRAME DETAILS 11 OPTIONAL POST FOOTING DETAILS 12 FRAME PICTORIAL, LPT4 INSTALLATION, H3 INSTALLATION, DOOR AND WINDOW SCHED. 13 SPECIFICATIONS 14 BILL OF MATERIALS COPYRIGHT 2003 SCALE PAGE

3 METAL FASCIA VENTED RIDGE METAL ROOFING PEAK HEIGHT CEILING HEIGHT VENTED SOFFIT 12' CEILING HEIGHT METAL CORNER TRIM 12' 1' METAL CORNER TRIM METAL ROOFING METAL FASCIA FRONT ELEVATION METAL SIDING METAL SIDING RUN 12 RISE 4 RIGHT ELEVATION 1' 16'-5" METAL FASCIA VENTED SOFFIT POSSIBLE SOURCES OF DOOR HARDWARE INCLUDE BUT ARE NOT LIMITED TO: STANLEY HARDWARE CROWN INDUSTRIAL RICHARDS-WILCOX, INC. 16'-5" PEAK HEIGHT FRONT & RIGHT ELEVATIONS 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/8" = 1' PAGE 1

4 METAL FASCIA METAL ROOFING VENTED RIDGE PEAK HEIGHT CEILING HEIGHT VENTED SOFFIT CEILING HEIGHT 12' 12' METAL ROOFING 1' METAL FASCIA METAL CORNER TRIM NOTE: WINDOWS ARE AT OWNERS OPTION. BACK ELEVATION METAL CORNER TRIM RUN 12 RISE 4 NOTE: WINDOWS ARE AT OWNERS OPTION. LEFT ELEVATION METAL FASCIA VENTED SOFFIT METAL SIDING 16'-5" METAL SIDING 1' GRADE 16'-5" PEAK HEIGHT BACK & LEFT ELEVATIONS 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/8" = 1' PAGE 2

5 B 24' 1' " 7' 7' 10' 3 A A 40' 20' 20' 8' 8' 4' 4' 8' 8' NOTE: WINDOWS ARE TO BE INSTALLED AT OWNERS OPTION. THE NUMBER, SIZE, STYLE AND PLACEMENT ARE AT OWNERS OPTION. 4" CONC. SLAB REINF. W/ 6X6-6/6 WELDED WIRE MESH AND REBAR ON 4" COMPACTED GRAVEL 2 8' 8' " 2' " 1 1 2'-23 4 " 8' " 8' 9' " 10' " 10' " 9'-01 2 " 20' 20' 40' 2 1' " 8' 8' 8' 24' B PLAN 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/8" = 1' PAGE 3

6 $ ~~ WP LEGEND BREAKER BOX 220 VOLT OUTLET 110 VOLT OUTLET, SPLIT WIRED, QUADRUPLEX 110 VOLT OUTLET, WEATHER PROOF 110 VOLT OUTLET 110 VOLT OUTLET, CEILING MOUNT 110 VOLT OUTLET, CEILING DROP CORD CEILING FAN/LIGHT FLUORESCENT LIGHT PORCH LIGHT LIGHT SWITCH GARAGE DOOR OPENER SWITCH ELECTRICAL PLAN 463 North State, Preston, Idaho WP COPYRIGHT 2003 $ WP ~~ ~~ ~~ ~~ 33 $$$ 3 $$$ WP 3 $ WP WP WP SCALE 1/8" = 1' PAGE 4

7 METAL FASCIA VENTED SOFFIT DOUBLE 2x12 BEAM INSET 3" DEEP INTO OUTSIDE OF POST 2x4 BLOCKING BETWEEN LOOKOUTS ENGINEERED REDUCED GABLE END TRUSS VIEW A NAILERS INSET 1 1/2" DEEP INTO OUTSIDE OF POST 3 ROWS PRESSURE INSET 1 1/2" DEEP INTO OUTSIDE OF POST 8" DIA. PRESSURE POST OR EQUAL 1'-0" METAL SIDING 2x4 LOOKOUTS ON O.C. VIEW A SCALE: 1/4" = 1" SECTION A-A, VIEW A, H1 INSTALLATION 463 North State, Preston, Idaho COPYRIGHT 2003 METAL ROOFING 2x4 PURLINS ON O.C. CONC. FOOTING, ALL FOUR FRONT POST USE CONCRETE BACKFILL STYLE 7' 7' CONC. FTG. SEE OPTIONS PAGE 10 ALL OTHERS MAY USE ANOTHER OPTION CONC. SLAB, THICKENED 2x12 TRACK ATTACHMENT HEADER EDGE AT LARGE DOORS INSET 1 1/2" INTO OUTSIDE OF POST SEE SECTION C-C FOR ENGINEERED END TRUSS SECTION A-A SLAB CONSTRUCTION DETAIL TRUSS SCALE 1/8" = 1' TOP PLATE METAL DRIP EDGE SIMPSON H1 TIE OR EQUAL ALL INTERMEDIATE TRUSSES 2x8 FASCIA BOARD SIMPSON H3 TIE OR EQUAL ALL END TRUSSES 4' MIN. 2x12 TRACK ATTACHMENT HEADER INSET 1 1/2" INTO OUTSIDE OF POST 2x12 BEAM INSET 1 1/2" DEEP INTO OUTSIDE OF POST SIMPSON LPT4 OR 4' O.C. POST BLOCKING BETWEEN TRUSSES 1' " ENGINEERED TRUSS CEILING HEIGHT 3' " 5' " 7' " HEADER BEAM SCALE 9' " 12' SIMPSON H1 INSTALLATION SCALE: NTS PAGE 5 PLATE

8 TOP PLATE 2x8 FASCIA BOARD METAL FASCIA 2x12 BEAM INSET 1 1/2" INTO OUTSIDE OF POST 12' NAILERS 9' " SOFFIT 7' " 5' " 3' " CONC. BACKFILLED FTG. SEE PAGE 10 SECTION F-F SCALE 1/4" = 1" 1' " 2x4 LOOKOUTS ON O.C. ENGINEERED INTERMEDIATE TRUSS 40 LB LIVE LOAD, 15 LB DEAD O.C. METAL ROOFING SEE DOOR FRAMING DETAILS NAILER PAGE 7 8" DIA. PRESSURE OR EQUAL POST SECTION B-B, F-F, G-G 463 North State, Preston, Idaho COPYRIGHT ' 2x4 OUTSIDE TRIMMER PRESSURE OR EQUAL NOTCH TO FIT AROUND NAILERS/HEADERS 3 ROWS PRESSURE GRAVEL SEE DOOR FRAMING DETAILS PAGE 9 BUILDING OUTSIDE 2x4 PURLINS ON 24" O.C. SECTION B-B SCALE 1/8" = 1' METAL SIDING SEE DOOR FRAMING DETAILS PAGE 7 DOUBLE 2x12 BEAM CONC. SLAB THICKENED EDGE AT LARGE DOORS SEE SECTION C-C 2x4 OUTSIDE TRIMMER PRESSURE OR EQUAL NOTCH TO FIT AROUND NAILERS/HEADERS DOUBLE 1 3/4"x14" LVL HEADER 3 ROWS PRESSURE SIMPSON H1 TIE OR EQUAL ALL INTERMEDIATE TRUSSES SIMPSON H3 TIE OR EQUAL END TRUSSES SECTION G-G SCALE 1/4" = 1" REDUCED GABLE ENGINEERED END TRUSS SIMPSON LPT4 OR 4' O.C. 2x12 HEADER INSET 1 1/2" INTO OUTSIDE OF POST 2x12 TRACK BACKER/HEADER INSET 1 1/2" INTO OUTSIDE OF POST SLIDING DOOR TRACK INSTALL PER MFGR'S INSTRUCTIONS BEAM INSET 1 1/2" INTO OUTSIDE OF POST 3 ROWS PRESSURE INSET 1 1/2" DEEP INTO OUTSIDE OF POST NAILER DOUBLE HEADER W/ 1/2" SPACER BETWEEN 2x4 INSIDE TRIMMER 2x4 ROUGH SILL W/ DOUBLE BEAM BENEATH NAILER BUILDING OUTSIDE 2x4 INSIDE TRIMMER NOTCH TO FIT AROUND NAILERS SCALE PAGE 6

9 10' 8' BUILDING OUTSIDE 11 1/4" 6' 5 1/2" 4' 3" 2' 1 1/2" SIDE POST NOTCHING DETAIL SCALE 1/2" = 1' 5' BUILDING INSIDE IF AN OVERLAP IS WANTED BETWEEN THE DOOR AND DOORWAY INCREASE THIS DIMENSION BY THE DESIRED OVERLAP DOOR FRAME SCALE 1/8" = 1' BUILDING OUTSIDE 11 1/4" 5 1/2" 1 1/2" 1 1/2" END POST NOTCHING DETAIL SCALE 1/2" = 1' NOTE: ALL MATERIAL IS PRESSURE 2x4 OR EQUAL. ALL JOINTS ARE HALF LAP. GLUE ALL JOINTS WITH POLYURETHANE WOOD GLUE OR EQUIVALENT. USE RUST RESISTANT SCREWS ON ALL JOINTS. MAKE TWO IDENTICAL FRAMES. INSTALL DOORS WITH A MINIMUM 1" CLEARANCE AT THE BOTTOM. INSTALL ALL DOOR HARDWARE ACCORDING TO MFGR'S INSTRUCTIONS. BUILDING INSIDE BUILDING SIDE OUTSIDE 11 1/4" 5 1/2" 3" 1 1/2" BUILDING END OUTSIDE 1 1/2" CORNER POST NOTCHING DETAIL SCALE 1/2" = 1' BUILDING INSIDE BIPARTING DOOR FRAME AND POST NOTCHING DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE PAGE 7

10 PRESSURE 2x4 TRIMMER BACKER 11'10 1/2" LONG PRESSURE 2x4 INSIDE TRIMMER 6'10" LONG PRESSURE 2x4 OUTSIDE TRIMMER 8'-9 3/4" MIN. LONG TOP PLATE 2x12 BEAM NAILERS 3 ROWS PRESSURE BACK ENTRY DOOR FRAME PLAN DETAIL SCALE 1/4" = 1' 2x4 INSIDE TRIMMER 6'10" R.O. 3'-2" BUILDING OUTSIDE BACK ENTRY DOOR FRAME ELEVATION DETAIL SCALE 1/4" = 1' 2x4 OUTSIDE TRIMMER DOUBLE 2x12 HEADER 2x4 TRIMMER BACKER BUILDING OUTSIDE FRAMED HEADER SUPPORT TRIMMER PRESSURE OR EQUAL NAILER DOUBLE 2x12 BEAM HEADER BOTTOM PLATE POST POST DOUBLE 1 3/4"x14" LVL HEADER BACK ENTRY DOORWAY FRAME AND GARAGE DOOR FRAME DETAILS, SECT. D-D, H-H 463 North State, Preston, Idaho COPYRIGHT 2003 DOUBLE HEADER BEAM SUPPORT TRIMMER PRESSURE OR EQUAL SCREW TO POST AND NAILERS SECTION H-H SCALE 1/2" = 1' DOUBLE HEADER BEAM SUPPORT TRIMMER PRESSURE OR EQUAL SCREW TO POST AND NAILERS HEADER TOP PLATE DOUBLE HEADER BEAM SUPPORT TRIMMER PRESSURE OR EQUAL SCREW TO POST AND NAILERS D D SECTION D-D SCALE 1/2" = 1' CRIPPLE POST NAILER SPRING SUPPORT SCREW TO ALL PLATES AND CRIPPLE TOP PLATE C C 16' FRAMED HEADER SUPPORT TRIMMER GARAGE DOOR FRAME DETAIL (SECTION A-A VIEW) SCALE 1/8" = 1' SCALE BUILDING OUTSIDE FRAMED HEADER SUPPORT TRIMMER PRESSURE OR EQUAL H H PAGE 8 9' ABOVE CONC.

11 SPRING SUPPORT SCREW TO CRIPPLE AND ALL PLATES TOP PLATE TOP PLATE 4" CONC. SLAB REINFORCED W/ 6X6-6/6 WELDED WIRE MESH AND REBAR 4" COMPACTED GRAVEL O.C. TRIMMER 2x4 INSIDE TRIMMER BUILDING OUTSIDE HEADER BOTTOM PLATE SECTION E-E SCALE 1/2" = 1' 1' SECTION C-C SCALE 1/4" = 1' 2x4 ROUGH SILL 9' DOUBLE 1 3/4"x14" LVL BEAM HEADER TOP PLATE 1' THICKENED EDGE UNDER GARAGE DOORS 2x4 OUTSIDE TRIMMER NOTCH TO FIT AROUND BEAMS 3 ROWS PRESSURE 2x4 TRIMMER BACKER 2x12 BEAM NAILERS E F F G G NOTE: 1. ILLUSTRATED WINDOW ROUGH OPENING IS 3'-0"x2'-6". 2. WINDOW HEADER HEIGHT IS 6'-10". 3. ADJUST ROUGH SILL HEIGHT AND OPENING WIDTH TO SUIT DESIRED WINDOW PER MANUFACTURES INSTRUCTIONS. 4. WINDOW FRAME MATERIALS ARE NOT ON BILL OF MATERIALS LIST. OPTIONAL WINDOW FRAME DETAIL (OUTSIDE ELEVATION VIEW) SCALE 1/4" = 1' E 2x4 OUTSIDE TRIMMER NOTCH TO FIT AROUND BEAMS DOUBLE HEADER W/ 1/2" SPACER BETWEEN 2x4 INSIDE TRIMMER 2x4 TRIMMER BACKER 2x4 ROUGH SILL W/ DOUBLE BEAM UNDERNEATH 2x4 INSIDE TRIMMER NOTCH TO FIT AROUND BEAMS SECT. C-C, E-E, OPTIONAL WINDOW FRAME ELEVATION DETAIL 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE PAGE 9

12 DOUBLE 2X6 GARAGE DOOR POST 2X6 GARAGE DOOR TRIMMER BUILDING OUTSIDE DOUBLE 2x12 BEAM TOP PLATE DOUBLE 1 3/4"x14" LVL GARAGE DOOR HEADER 2X6 GARAGE DOOR PLATE 2X6 GARAGE DOOR CRIPPLE 2X6 GARAGE DOOR PLATE 2X6 GARAGE DOOR TRIMMER NAILERS DOUBLE 2X6 GARAGE DOOR POST 3 ROWS PRESSURE POST 1x6 CENTER TRIMMER 3'-2" NAILERS 6'-10" FRONT ENTRY DOOR FRAME FROM OUTSIDE SCALE 1/4" = 1' INSIDE TRIMMER OUTSIDE TRIMMER FRONT ENTRY DOOR FRAME PLAN VIEW SCALE 1/2" = 1' DOUBLE 1 3/4"x14" LVL GARAGE DOOR HEADER OUTSIDE TRIMMER DOUBLE 2x12 HEADER POST 1x6 CENTER TRIMMER INSIDE TRIMMER FRONT ENTRY DOOR FRAME DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE PAGE 10

13 TAMPED FILL WOOD POLE 9" MIN. TAMPED FILL WOOD POLE 9" MIN. CONCRETE FOOTING CONCRETE FOOTING REINFORCE 1'-6" MIN. DIA. WOOD POLE GRAVEL CONCRETE FOOTING REINFORCE SPIKES OR LAG SCREWS 1'-6" MIN. DIA. CONCRETE FOOTING WITH SPIKED ANCHORAGE OPTIONAL POST FOOTING DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 CONCRETE FOOTING REINFORCE CONCRETE BACKFILL CONCRETE BACKFILL 4" MIN. 9" MIN. OR 1'-7" MIN. DIA. 12" MIN. TAMPED FILL WOOD POLE 2'-0" MAX. REINFORCED CONCRETE COLLAR GALVANIZED METAL STRAP 9" MIN. FOR USE IN TEMPERATE CLIMATES (FROST LINE NO DEEPER THAN 2'-0") CONCRETE FOOTING WITH STRAP ANCHOR SCALE NTS FROST LINE 1'-6" MIN. DIA. LAG BOLTS CONCRETE COLLAR REINFORCE GRAVEL TAMPED FILL WOOD POLE CONCRETE FOOTING REINFORCE 1'-6" MIN. DIA. PAGE 11

14 TOP PLATE HEADER OR NAILER NOTE: FRAME PICTORIAL IS ONLY TO GIVE A GENERAL IDEA OF HOW FRAME PARTS FIT TOGETHER IT IS NOT AN ACTUAL REPRESENTATION OF THE FINISHED FRAME. USE THE DETAILED DRAWINGS FOR ACTUAL CONSTRUCTION INFORMATION. FRAME PICTORIAL SCALE NTS DOOR AND WINDOW SCHEDULE SYMBOL SIZE DESCRIPTION QTY 'x6'-8" 16'x9' 1O'x10' EXTERIOR ENTRY DOOR SECTIONAL GARAGE DOOR BIPARTING SLIDING DOOR NAIL TOP PLATES TO HEADERS AND NAILERS W/ 16d 12" SPACING FRONT, BACK, AND SIDES. ADD LPT4 ON FRONT BACK AND 4' O.C. SIMPSON STRONG TIE LPT4 INSTALLATION SCALE NTS END TRUSS SIMPSON STRONG TIE H3 INSTALLATION SCALE NTS NOTE: WINDOWS ARE TO BE INSTALLED AT OWNERS OPTION. THE NUMBER, SIZE, STYLE AND PLACEMENT ARE AT OWNERS OPTION. PLATE FRAME PICTORIAL, LPT4 INSTALLATION, H3 INSTALLATION, DOOR AND WINDOW SCHED. 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE PAGE 12

15 General Specifications and Notes General: Construction shall meet all applicable codes and ordinances. Site Work: 1. Make sure setbacks are in compliance with local building codes. 2. All stumps, roots, and organic matter shall be removed from the soil in the area of the building. 3. Lot must be graded to insure proper drainage away from building. 4. Soil should not be a highly expansive soil type without having a soil report preformed by a soils engineer and receiving approval from local building department to construct building on said type soil. Concrete: 1. All slabs are to be 4 concrete over 4 gravel unless otherwise noted on the plans. 2. Concrete to be ACI , Type II cement, 2500 psi at 28 days, 5 maximum slump. 3. Reinforcing to be ASTM A 615-Bars with Fy=60 ksi lap 30 diameter minimum at splices or weld per ACI Std. in footings. 4. Reinforcing to be ASTM A 185-welded wire mesh in slabs. Roof Framing: 1. For spans and dimensions refer to plans. 2. Use Simpson or equal anchors at each truss to wall connection 3. Use Simpson or equal anchors at plate to beam or plate to nailer joints. General framing: (Douglas Fir) 1. Exterior wall framing to be as shown on drawings. 2. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. 3. Use redwood or pressure treated posts and use redwood or pressure treated lumber for beams closer than 8 to the ground and for any other use where the lumber is closer than 8 to the ground or on cement. Door and window framing: 1. Door and window manufacturer specified rough opening dimensions shall take precedence over drawing rough opening dimensions if there is a conflict. PAGE 13

16 BILL OF MATERIALS Size Item Count Un -8ft+ nailers 20 ea -16ft+ nailers 12 ea -16ft+ fir plate 3 ea -8ft+ fir plate 5 ea -18ft+ fir plate 2 ea -16ft+ nailers-pressure treated 9 ea -8ft+ nailers-pressure treated 15 ea 2x12" door header 14 ft 2x12-16ft beam 6 ea 2x12-12ft beam 2 ea 2x12-8ft beam 9 ea 1 3/4x14"-16'-7" lvl header beam 4 ea "-17 1/2" fir stud (cripple) 28 ea -18 garage door header - lumber 4 ea 12x3x3/4 metal siding 49 ea 2x4-10ft biparting door frame-pressure treated 10 ea 2x4-12ft biparting door frame-pressure treated 4 ea 1x4-16ft+ garage door casing 71 ft 1x6 garage door jamb 71 ft TR-0 roof truss 19 ea TR-1 roof truss-reduced gable, end 2 ea 2x8"-16'+ ridge board - lumber 41 ft 2x8"-42' fascia - lumber 2 ea 2x8"-14' rafters - lumber 4 ea 2x4-16'+ rafters - lumber 140 ft 2x4-3' lookout rafters - lumber 32 ea 2x4-18'+ purlin rafters - lumber 32 ea vented ridge cap 42 ft roofing metal 1151 sqft gable fascia 55 ft eave fascia 84 ft metal drip edge 139 ft 36x80x1 3/4R ext. hinged door - prehung 2 ea 2x4-12ft back entry door frame-pressure treated 2 ea 2x4-10ft back entry door frame-pressure treated 2 ea 2x4-8ft back entry door frame-pressure treated 2 ea -12ft front entry door frame-pressure treated 2 ea -8ft front entry door frame-pressure treated 2 ea 1x6-8ft front entry door frame-pressure treated 2 ea 16'x9' garage door 2 ea -12ft garage door post-pressure treated 8 ea -10ft garage door trimmer-pressure treated 4 ea -3ft garage door spring support 2 ea 8" dia. x 16ft min. posts, pressure treated 14 ea Warning: This is a computer generated estimate of the materials needed. It is not to be construed as an accurate or complete list of materials. For a more accurate list of materials needed, you will have to calculate it by hand. PAGE 14