12 X 16 LOAFING SHED POLE BARN STYLE 4/12 PITCH ASPHALT SHINGLED ROOF WOOD SIDING OPTIONAL GATES TO TURN IT INTO A BOX STALL (DETAILS INCLUDED)

Transcription

1 12 X 16 LOAFING SHED POLE BARN STYLE 4/12 PITCH ASPHALT SHINGLED ROOF WOOD SIDING OPTIONAL GATES TO TURN IT INTO A BOX STALL (DETAILS INCLUDED)

2 INDEX PAGE DESCRIPTION 1 FRONT ELEVATION 2 BACK ELEVATION 3 RIGHT ELEVATION 4 LEFT ELEVATION 5 FLOOR PLAN, CONNECTOR DETAILS 6 SECTION A 7 SECTION B 8 SECTION C 9 OPTIONAL GATE DETAILS 10 OPTIONAL POST FOOTING DETAILS 11 FRAME PICTORIAL, Z-FLASHING DETAIL, POST NOTCHING DETAILS 12 SPECIFICATIONS 13 BILL OF MATERIALS TITLE PAGE 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE NTS PAGE

3 METAL DRIP EDGE 1x8 FASCIA BOARD 13'-7" T-1-11 SIDING OR EQUAL 19/32" MIN. THICK. 8" 8' OPTIONAL GATE IN OPEN POSITION LOCKED AGAINST WALL GRADE OPTIONAL GATE IN CLOSED POSITION FRONT NOTE: 1. PAINT BUILDING AS DESIRED TO PRESERVE WOOD. 2. 2x6 RAILS MAY BE INSTALLED INSIDE THE BUILDING TO KEEP ANIMALS FROM CONTACTING WALLS IF DESIRED. 3. MANURE ETC. MUST NOT BE ALLOWED TO BUILD UP OR IT WILL PUSH THE WALLS OFF THE POSTS. FRONT ELEVATION 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/4" = 1' PAGE 1

4 40 YR. ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWOOD OR EQUAL OSB METAL DRIP EDGE 1x8 FASCIA BOARD 13'-9" GRADE 8" T-1-11 SIDING OR EQUAL 19/32" MIN. THICK. 2x6 PRESSURE TREATED OR EQUAL BACK BACK ELEVATION 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/4" = 1' PAGE 2

5 2" METAL DRIP EDGE RUN 12 RISE 4 1x8 FASCIA BOARD 13'-9" 6" 9'-6" GRADE 8" T-1-11 SIDING OR EQUAL 19/32" MIN. THICK. 2x6 PRESSURE TREATED OR EQUAL RIGHT RIGHT ELEVATION 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/4" = 1' PAGE 3

6 1x8 FASCIA BOARD RISE 4 RUN 12 METAL DRIP EDGE 2" 6" 13'-9" 9'-6" GRADE 8" T-1-11 SIDING OR EQUAL 19/32" MIN. THICK. 2x6 PRESSURE TREATED OR EQUAL LEFT LEFT ELEVATION 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/4" = 1' PAGE 4

7 INTERMEDIATE RAFTER 2x6 PLATE 16' 15'-9" 7' " 7' " HEADER 8" DIA. OR 6" SQUARE PRESSURE TREATED OR EQUAL POST B 7 SIMPSON STRONG TIE H1 INSTALLATION SCALE NTS A 6 END RAFTER 12' 11' " OPTIONAL GATE 11' " 12' 2x6 PLATE C 8 SIMPSON STRONG TIE H3 INSTALLATION SCALE NTS 7' " 7' " 15'-9" 16' 2x6 TOP PLATE HEADER OR NAILER FLOOR PLAN SCALE 1/4" = 1' FLOOR PLAN, CONNECTOR DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 NAIL 2x6 TOP PLATES TO HEADERS AND NAILERS W/ 16d 12" SPACING FRONT, BACK, AND SIDES. ADD LPT4 ON FRONT AND 4' O.C. SCALE SIMPSON STRONG TIE LPT4 INSTALLATION SCALE NTS PAGE 5

8 FOOTING SEE PAGE 10 PER CODE 3'-9" MIN. 9' SIMPSON H1 OR EA. INTERMEDIATE RAFTER TO PLATE CONNECTION T-1-11 SIDING OR EQUAL, MIN. 19/32" THICK GLUED AND NAILED W/ GALVANIZED 6d MAX. O.C. 8" DIA. OR 6" SQUARE POST PRESSURE TREATED OR EQUAL GRADE SECTION A 5 2' METAL DRIP EDGE SIMPSON H3 OR EA. END RAFTER RAFTER TO PLATE CONNECTION 2x4 CRIPPLE 16" O.C. 2x6 NAILER 2x6 PLATE SECTION A 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/2" = 1' PAGE 6 1x8 FASCIA BOARD SIMPSON LPT4 OR 4' O.C. 2x6 O.C. #1 DFL OR BETTER 2x8 SOLID BLOCKING 2x6 TOP PLATE DOUBLE 2x12 HEADER BEAM INSET 1 1/2" INTO OUTSIDE OF POST 2X6 24" O.C. NAIL TO EA. POST W/ 3 MIN. 20d NAILS 3 PRESSURE TREATED OR EQUAL 2x6 NAILERS

9 GRADE PER CODE 3'-9" MIN. SECTION B 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/2" = 1' PAGE 7 2x6 PLATE 2X6 24" O.C. NAIL TO EA. POST W/ 3 MIN. 20d NAILS 2x6 PLATE DOUBLE 2x12 HEADER BEAM INSET 1 1/2" INTO OUTSIDE OF POST T-1-11 SIDING OR EQUAL, MIN. 19/32" THICK GLUED AND NAILED W/ GALVANIZED 6d MAX. O.C. 3 PRESSURE TREATED OR EQUAL 2x6 NAILERS 2' 2x6 O.C. #1 DFL OR BETTER 2x8 SOLID BLOCKING SIMPSON H1 OR EA. INTERMEDIATE RAFTER TO PLATE CONNECTION 8" DIA. OR 6" SQUARE POST PRESSURE TREATED OR EQUAL FOOTING SEE PAGE 10 9' 40 YR. ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWOOD OR EQUAL OSB METAL DRIP EDGE 2x4 CRIPPLE O.C. 1x8 FASCIA BOARD SECTION B 5

10 METAL DRIP EDGE 1x8 FASCIA BOARD 2x8 SOLID BLOCKING PLANE CORNER TO FIT 40 YR. ASPHALT SHINGLES OVER 30# FELT OVER 5/8" PLYWOOD OR EQUAL OSB SIMPSON H1 OR EA. INTERMEDIATE RAFTER TO PLATE CONNECTION 2x6 O.C. #1 DFL OR O.C. 2x4 CRIPPLE STUDS FOOTING SEE PAGE 10 PER CODE 3'-9" MIN. 2' 9' SECTION C 463 North State, Preston, Idaho COPYRIGHT 2003 SCALE 1/2" = 1' PAGE 8 WIRE SCREEN TO KEEP INSECTS OUT 2x6 DOUBLE TOP PLATE 2x6 PLATE 2x6 STUD T-1-11 SIDING OR EQUAL, MIN. 19/32" THICK GLUED AND NAILED W/ GALVANIZED 6d MAX. O.C. DOUBLE 2x12 HEADER BEAM INSET 3" INTO OUTSIDE OF POST 2x6 PLATE 2X6 24" O.C. NAIL TO EA. POST W/ 3 MIN. 20d NAILS 8" DIA. OR 6" SQUARE POST PRESSURE TREATED OR EQUAL 3 PRESSURE TREATED OR EQUAL 2x6 NAILERS GRADE SECTION 5 C 3'-9" SIMPSON LPT4 OR 4' O.C.

11 HINGE PIN STRAP GATE HINGE EXAMPLE NOT TO SCALE RAILS EVENLY SPACE 12" O.C. 6'-10" SCREW PLACEMENT PATTERN SCALE1" = 1' BOLT STRAP PART OF GATE HINGE ON BACK SIDE OF GATE 4' SCREW PLACEMENT PATTERN SCALE1" = 1' OPTIONAL GATE DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 THE BRACE TO THE BOTTOM IS ALWAYS THE HINGE SIDE NOTES: 1. ALL WOOD MATERIAL IS 2x6. 2. ALL LAP JOINTS ARE GLUED W/ CONSTRUCTION ADHESIVE AND SCREWED W/ 2 1/2" EXTERIOR GRADE SCREWS. 3. INSTALL GATE 8" ABOVE GRADE. 4. GATE IS SIZED TO HAVE 2" CLEARANCE ON THE HINGE SIDE AND 1 1/2" CLEARANCE ON THE LATCH SIDE WHEN POSTS ARE EXACTLY 6". ALTER WIDTH OF GATE IF MORE OR LESS CLEARANCE IS DESIRED OR POST DIMENSION IS DIFFERENT. OPTIONAL GATE DETAIL SCALE 1/2" = 1' SCREW PLACEMENT PATTERN SCALE1" = 1' SCALE PAGE 9

12 TAMPED FILL TREATED WOOD POLE 9" MIN. CONCRETE FOOTING CONCRETE FOOTING REINFORCE 1'-6" MIN. DIA. TREATED WOOD POLE CONCRETE BACKFILL TAMPED FILL TREATED WOOD POLE 12" MIN. 2'-0" MAX. FOR USE IN TEMPERATE CLIMATES (FROST LINE NO DEEPER THAN 2'-0") REINFORCED CONCRETE COLLAR FROST LINE 1'-6" MIN. DIA. LAG BOLTS CONCRETE COLLAR REINFORCE GRAVEL 4" MIN. 9" MIN. OR TAMPED FILL GRAVEL 1'-6" MIN. DIA. CONCRETE FOOTING REINFORCE CONCRETE BACKFILL GALVANIZED METAL STRAP TAMPED FILL TREATED WOOD POLE TREATED WOOD POLE 9" MIN. 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 " MIN. CONCRETE FOOTING WITH STRAP ANCHOR SCALE NTS CONCRETE FOOTING REINFORCE 1'-6" MIN. DIA. PAGE 10

13 1 1/2" 3" 2x6 BLOCKING REQUIRED AT MID SPAN BETWEEN EACH RAFTER (NOT SHOWN) BUILDING OUTSIDE BUILDING INSIDE BUILDING OUTSIDE BUILDING INSIDE 11 1/4" 11 1/4" BACK POST NOTCHING DETAIL SCALE NTS FRONT POST NOTCHING DETAIL SCALE NTS SIDING Z-FLASHING SIDING 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 (EXCEPT AS NOTED ABOVE). FRAME PICTORIAL SCALE NTS FRAME PICTORIAL, Z-FLASHING DETAIL, POST NOTCHING DETAILS 463 North State, Preston, Idaho COPYRIGHT 2003 INSTALL Z-FLASHING AT ALL HORIZONTAL JOINTS IN THE T-1-11 OR EQUAL SIDING. Z-FLASHING DETAIL SCALE 2" = 1' SCALE BUILDING INSIDE PAGE 11

14 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. Concrete to be ACI , Type II cement, 2500 psi at 28 days, 5 maximum slump. 2. Reinforcing to be ASTM A 615-Bars with Fy=60 ksi lap 30 diameter minimum at splices or weld per ACI Std. in footings. Roof Framing: 1. For spans and dimensions refer to plans. 2. Use Simpson or equal anchors at each truss/rafter 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 nailers closer than 8 to the ground and for any other use where the lumber is closer than 8 to the ground or on cement. PAGE 12

15 BILL OF MATERIALS Size Item Count Unit 2x6-16ft+ fir plate/nailer 7 ea 2x6-12ft+ fir plate/nailer 10 ea 2x12-16ft+ header - lumber 4 ea 2x6-16ft+ pressure treated dfl 3 ea 2x6-12ft+ pressure treated dfl 6 ea 2x6-3'-9" short fir stud 15 ea 2x8-14.5" solid blocking lumber 24 ea 2x6-14' rafters - lumber 13 ea 2x6-14 1/2" rafter mid span solid blocking 12 ea 2x4 cripples 36 ft 4x8' sheets siding 16 ea shingles 218 sqft 4x8' sheets roof sheathing 7 ea 1x8" gable fascia 27 ft 1x8" eave fascia 33 ft metal drip edge 60 ft 6x6 or 6" dia. presure treated post 6 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 13