24 X32 3 CAR GARAGE POLE BARN STYLE FRAME

Transcription

1 24 X32 3 CAR GARAGE POLE BARN STYLE FRAME 3 ENTRY DOOR 2 WINDOWS, EA. END 1-16 X8 GARAGE DOOR 1-9 X8 GARAGE DOOR 4 CONCRETE SLAB 10 WALLS 4/12 PITCH METAL ROOF METAL SIDING

2 INDEX PAGE DESCRIPTION 1 FRONT ELEVATION 2 RIGHT ELEVATION 3 BACK ELEVATION 4 LEFT ELEVATION 5 PLAN 6 ELECTRICAL PLAN 7 SECTION A-A 8 SECTION B-B 9 SECTION C-C, D-D, H1 DETAIL, APRON SECTION 10 POST DETAILS 11. ENTRY DOOR FRAME DETAILS, SECT. H-H, J-J, 16' GARAGE DOOR FRAME DETAIL 12 SECTIONS E-E, F-F, G-G WINDOW FRAME ELEVATION DETAIL 13 OPTIONAL POST FOOTING DETAILS 14. FRAME PICTORIAL, DOOR AND WINDOW SCHEDULE, 9' GARAGE DOOR FRAME DETAIL 15 SPECIFICATIONS 16 BILL OF MATERIALS TITLE PAGE COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SCALE NTS PAGE

3 BOXED CORNICE VENTED RIDGE CAP METAL DRIP EDGE METAL ROOFING FASCIA, MAT'L OF OWNERS CHOICE CEILING 1' RAIN GUTTER 10' 14'-8" " MIN. TO SIDING METAL CORNER TRIM VENTED SOFFITS. MAT'L OF OWNERS CHOICE. METAL SIDING FRONT ELEVATION COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 1

4 BOXED CORNICE RISE 4 RUN 12 VENTED RIDGE CAP METAL ROOF FASCIA, MAT'L OF OWNERS CHOICE METAL DRIP EDGE CEILING RAIN GUTTER 14'-8" 1' VENTED SOFFITS. MAT'L OF OWNERS CHOICE. 10' METAL CORNER TRIM " MIN. TO SIDING METAL SIDING RIGHT ELEVATION COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 2

5 BOXED CORNICE VENTED RIDGE CAP METAL DRIP EDGE METAL ROOFING FASCIA, MAT'L OF OWNERS CHOICE CEILING 1' RAIN GUTTER 10' 14'-8" " MIN. TO SIDING METAL CORNER TRIM VENTED SOFFITS. MAT'L OF OWNERS CHOICE. METAL SIDING BACK ELEVATION COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 3

6 BOXED CORNICE RISE 4 RUN 12 VENTED RIDGE CAP METAL ROOF FASCIA, MAT'L OF OWNERS CHOICE METAL DRIP EDGE CEILING RAIN GUTTER 14'-8" 1' VENTED SOFFITS. MAT'L OF OWNERS CHOICE. 10' METAL CORNER TRIM " MIN. TO SIDING METAL SIDING LEFT ELEVATION COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 4

7 32' 8' 8' 8' 8' B B 3 1/2" CONC. SIDEWALK ON 4" COMPACTED GRAVEL 3'-6" 8'-6" 12' A A 4" CONC. SLAB W/ THICKENED EDGE AT GARAGE DOORS, ON 4" MIN. COMPACTED GRAVEL OR SAND. REINFORCE W/ 6X6-6/6 WELDED WIRE MESH, AND REBAR PER CODE C C D D 2 8' 8' 8' 24' 2' 2'-4" #2 MINIMUM STL 24" O.C. 2'-4" 10'-4" 2'-4" CONC. APRON 14'-10" 6'-10" 12' 32' PLAN COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SCALE 1/8" = 1' PAGE 5

8 WP WP $$ WP LEGEND DUPLEX CONVENIENCE OUTLET WP WP WEATHERPROOF DUPLEX OUTLET $ CEILING MOUNT OUTLET SWITCH GARAGE DOOR OPENER SWITCH CEILING LIGHT FIXTURE, OWNERS CHOICE WALL MOUNT LIGHT FIXTURE, OWNERS CHOICE BREAKER BOX NOTE: 1. MOUNT CONVENIENCE OWNER DESIGNATED DISTANCE ABOVE. 2. MOUNT WEATHERPROOF OWNER DESIGNATED DISTANCE ABOVE. 3. MOUNT OWNER DESIGNATED DISTANCE ABOVE. 4. CONVENIENCE AND WEATHERPROOF OUTLETS SHALL BE ON GFCI CIRCUITS. ELECTRICAL PLAN COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SCALE 1/8" = 1' PAGE 6

9 NOTE: HEADER BEAM SUPPORTS SHALL BE. THE SUPPORT SHALL BE ATTACHED TO THE POST WITH 4" O.C. ENGINEERED 24" O.C. 40 PSF LIVE LOAD 15 PSF DEAD LOAD SIMPSON H1 HURRICANE TIE OR EQUAL EACH TRUSS RISE 4 RUN 12 METAL ROOF VENTED RIDGE CAP 2x4 24" O.C. INSIDE 2x12 HEADER BEAM INSET 1 1/2" DEEP INTO INSIDE OF POST 2x8 TOP PLATE TRIMMED TO 7" 2x4 NAILER 2x4 LOOKOUT METAL DRIP EDGE RAIN GUTTER VERTICAL HEADER BEAM EA. POST SEE GARAGE DOOR FRAME DETAILS FASCIA, MAT'L OF OWNERS CHOICE OVER 2x8 FASCIA BOARD VENTED SOFFITS. MAT'L OF OWNERS CHOICE. OUTSIDE 2x12 HEADER BEAM 1' " 1' " TYP. NAILER METAL SIDING " MIN. TO SIDING 6x6 PRESSURE TREATED OR EQUAL POST SEE WINDOW FRAME DETAIL 4' MIN. OR PER CODE 6x6 PRESSURE TREATED OR EQUAL POST SEE DOOR FRAME DETAILS 4" CONC SLAB W/ THICKENED EDGE AT GARAGE DOORS. REINFORCE W/ 6x6-6/6 WELD WIRE MESH, AND REBAR PER CODE 4" MIN. COMPACTED GRAVEL OR SAND CONC. FOOTING SEE OPTIONS 6x6 PRESSURE TREATED OR EQUAL POST 3 ROWS PRESSURE TREATED OR EQUAL SECTION A-A COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 7

10 ENGINEERED 24" O.C. 40 PSF LIVE LOAD 15 PSF DEAD LOAD ENGINEERED END TRUSS 40 PSF LIVE LOAD 15 PSF DEAD LOAD METAL DRIP EDGE 2x12 INSIDE HEADER BEAM INSET 1 1/2" DEEP INTO INSIDE OF POST 2x8 TOP PLATE TRIMMED TO 7" SIMPSON H1 HURRICANE TIE OR EQUAL EACH TRUSS 2x12 INSIDE HEADER BEAM INSET 1 1/2" DEEP INTO INSIDE OF POST 2x4 24" O.C. 2x8 FLY RAFTER FASCIA, MAT'L OF OWNERS CHOICE OVER 2x8 FLY RAFTER BOXED CORNICE SOFFITS. MAT'L OF OWNERS CHOICE. VERTICAL HEADER BEAM EA. POST 1' " 1' " TYP. SEE GARAGE DOOR FRAME DETAILS NAILER SEE GARAGE DOOR FRAME DETAILS METAL SIDING NAILER 3 ROWS PRESSURE TREATED OR EQUAL " MIN. TO SIDING 4" CONC SLAB W/ THICKENED EDGE AT GARAGE DOORS. REINFORCE W/ 6x6-6/6 WELD WIRE MESH, AND REBAR PER CODE NOTE: HEADER BEAM SUPPORTS SHALL BE. THE SUPPORT SHALL BE ATTACHED TO THE POST WITH 4" O.C. SECTION B-B 4" MIN. COMPACTED GRAVEL OR SAND 3 ROWS PRESSURE TREATED OR EQUAL CONC. FOOTING SEE OPTIONS 6x6 PRESSURE TREATED OR EQUAL POST 4' MIN. OR PER CODE COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE PAGE 8

11 2x8 TOP PLATE TRIMMED TO 7" HEADER TOP PLATE 2x12 SPRING BACKER BOARD CRIPPLE 3 EA. 11 7/8x1 3/4" LVL GLUED W/ CONSTRUCTION ADHESIVE AND EACH LVL NAILED TO THE ADJOINING LVL WITH A MINIMUM OF 2 ROWS OF 16d 12" O.C. 6 1/2" 4" CONC. SLAB REINFORCED W/ 6X6-6/6 WELDED WIRE MESH, AND REBAR PER CODE 4" COMPACTED GRAVEL OR SAND HEADER BOTTOM PLATE DOOR TRIM (ADD AFTER DOOR INSTALLATION TO ENSURE PROPER FIT) 2'-9" 4" COMPACTED GRAVEL 2- #4 MINIMUM CONTINUOUS STEEL DWLS 2- #4 MINIMUM CONTINUOUS STEEL DWLS 12' 4" CONC. SLAB REINFORCED W/ 6X6-6/6 WELDED WIRE MESH, AND REBAR PER CODE #2 STL 24" O.C. SECTION C-C & D-D 1' SECTION C-C SECT. C-C, D-D, H1 DETAIL, APRON SECT. COPYRIGHT " #2 MINIMUM STEEL 24" O.C. VIEW A 8' 1' VIEW A THICKENED EDGE UNDER GARAGE DOORS 2x12 SPRING BACKER BOARD HEADER BOTTOM PLATE DOOR TRIM (ADD AFTER DOOR INSTALLATION TO ENSURE PROPER FIT) 4" CONC. SLAB REINFORCED W/ 6X6-6/6 WELDED WIRE MESH, AND REBAR PER CODE 4" COMPACTED GRAVEL OR SAND 2- #4 MINIMUM CONTINUOUS STEEL DWLS POLE BARN STYLE 3 CAR GARAGE HEADER TOP PLATE GLUE AND NAIL TO LVL SIMPSON H1 INSTALLATION SCALE: NTS 1' SECTION D-D SCALE 8' 1' 2x8 TOP PLATE TRIMMED TO 7", GLUE AND NAIL TO LVL 9 1/2x1 3/4" LVL CRIPPLE VIEW A THICKENED EDGE UNDER GARAGE DOORS PAGE 9

12 OUTSIDE TOP VIEW INSIDE OUTSIDE TOP VIEW 1 1/2" INSIDE DOOR HEADER NOTCH VERTICAL BEAM SUPPORT 1 1/2" TOP VIEW 3" 2x12 NOTCH VERTICAL BEAM SUPPORT SIDE OUTSIDE VERTICAL BEAM SUPPORT END POST DETAIL SCALE NTS 11 1/4" 11 1/4" ELEVATION TOP VIEW ELEVATION 1 1/2" CORNER POST DETAIL SCALE NTS 6x6 POST INSIDE END OUTSIDE 6x6 POST VERTICAL BEAM SUPPORT 11 7/8" LVL DOOR HEADER SIDE 9 1/2" LVL DOOR HEADER SIDE 11 1/4" ELEVATION SIDE POST DETAIL SCALE NTS 3" 3" 2 1/2" 5/8" 2 1/2" 1/4" ELEVATION 6x6 POST 2x12 HEADER BEAM SIDE 2x12 HEADER BEAM SIDE DOOR POST VERTICAL BEAM SUPPORT DETAIL SCALE NTS OUTSIDE 11 1/4" FOR 2x12 OUTSIDE NOTCH FOR INSIDE 2x12 INSIDE 6x6 POST 11 1/4" 1 1/2" ELEVATION DOOR POST DETAIL (LOOKING FROM 2x12 SIDE) SCALE NTS VERTICAL BEAM SUPPORT LVL BEAM NOTCH DOOR SIDE 11" FOR 9 1/2" LVL W/ PLATE DOOR POST DETAIL (VIEW FROM INSIDE) SCALE NTS 3" TOP VIEW ELEVATION 11 1/4" 6x6 POST 11 7/8" FOR 11 7/8" LVL POST DETAILS COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SCALE PAGE 10

13 PRESSURE TREATED 2x4 TRIMMER BACKER FROM TO TOP PLATE PRESSURE TREATED 2x4 INSIDE TRIMMER 6'10" LONG PRESSURE TREATED 2x4 OUTSIDE TRIMMER FROM TO TOP PLATE R.O. 3'-2" OUTSIDE NAILER 2x12 OUTER HEADER BEAM 6x6 POST 2x12 INNER HEADER BEAM SECTION H-H (9' DOOR POST & HEADER) SCALE 1/2" = 1' 9 1/2x1 3/4" LVL TOP HEADER PLATE 2x12 SPRING BACKER BOARD ENTRY DOOR FRAME PLAN DETAIL 3 EA. 11 7/8x1 3/4" LVL, GLUE AND NAIL PER SECTION C-C INSTRUCTIONS 2x12 OUTER HEADER BEAM 6x6 POST 2x12 BEAM NAILER 3 ROWS PRESSURE TREATED TOP PLATE 6'10" ENTRY DOOR FRAME ELEVATION DETAIL (FROM INSIDE) DOUBLE 2x12 HEADER W/ 1/2" SPACER BETWEEN OUTSIDE TRIMMER TRIMMER BACKER INSIDE TRIMMER 2x12 SPRING BACKER BOARD ENTRY DOOR FRAME DETAILS, SECT. H-H, J-J, 16' GARAGE DOOR FRAME DETAIL COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SECTION J-J (16' DOOR POST & HEADER) SCALE 1/2" = 1' HEADER TOP PLATE 2x12 INSIDE BEAM 2x12 SPRING BACKER FULL WIDTH OF OPENING HEADER BOTTOM PLATE 3 ROWS PRESSURE TREATED POST 8' ABOVE CONC. 16' 2x12 INNER HEADER BEAM 16' GARAGE DOOR FRAME DETAIL (SECTION A-A VIEW) SCALE 1/8" = 1' SCALE 11 7/8" LVL HEADER BEAM 2x8 TOP PLATE TRIMMED TO 7" CRIPPLE J J NAILER PAGE 11 6x6 POST

14 2x4 OUTSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND BEAM AND NAILERS DOUBLE 2x12 HEADER W/ 1/2" SPACER BETWEEN 3 ROWS PRESSURE TREATED NAILERS SECTION G-G SCALE 1/4" = 1" 2x8 TOP PLATE TRIMMED TO 7" 2x12 HEADER BEAM 2x4 INSIDE TRIMMER 2x4 ROUGH SILL W/ DOUBLE BEAM BENEATH NAILER 2x4 INSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND NAILERS 2x8 TOP PLATE TRIMMED TO 7" 2x12 HEADER BEAM 2x4 OUTSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND BEAM AND NAILERS 2x12 HEADER BEAM DOUBLE 2x12 HEADER W/ 1/2" SPACER BETWEEN NAILERS 3 ROWS PRESSURE TREATED OUTSIDE E 2x4 INSIDE TRIMMER F F G G WINDOW FRAME DETAIL (OUTSIDE ELEVATION VIEW) 2x4 ROUGH SILL SECTION E-E SCALE 1/2" = 1' E 2x8 TOP PLATE TRIMMED TO 7" 2x4 OUTSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND BEAM AND NAILERS 2x4 INSIDE TRIMMER 2x4 TRIMMER BACKER PRESSURE TREATED OR EQUAL 2x4 ROUGH SILL W/ DOUBLE BEAM UNDERNEATH 2x4 INSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND NAILERS 2x4 OUTSIDE TRIMMER PRESSURE TREATED OR EQUAL NOTCH TO FIT AROUND BEAM AND NAILERS 2x4 TRIMMER BACKER PRESSURE TREATED OR EQUAL NAILER SECTION F-F SCALE 1/4" = 1" 3 ROWS PRESSURE TREATED SECT. E-E, F-F, G-G, WNDW FRM EL. DET. COPYRIGHT 2003 NOTE: 1. ILLUSTRATED WINDOW ROUGH OPENING IS 3'-0"x2'-6". 2. WINDOW HEADER HEIGHT IS 6'-9 3/4" ABOVE. 3. ADJUST ROUGH SILL HEIGHT AND OPENING WIDTH TO MANUFACTURES' SPECIFICATIONS FOR THE WINDOWS SELECTED BY OWNER. 4. WINDOW FRAME MATERIALS ARE NOT ON BILL OF MATERIALS LIST. POLE BARN STYLE 3 CAR GARAGE SCALE PAGE 12

15 TAMPED FILL TREATED WOOD POST 9" MIN. CONCRETE FOOTING CONCRETE FOOTING REINFORCE PER CODE 1'-6" MIN. DIA. TREATED WOOD POST CONCRETE BACKFILL 4" MIN. 9" MIN. TAMPED FILL TREATED WOOD POST 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 PER CODE GRAVEL TAMPED FILL GRAVEL CONCRETE FOOTING REINFORCE PER CODE CONCRETE BACKFILL 1'-6" MIN. DIA. GALVANIZED METAL STRAP TAMPED FILL TREATED WOOD POST TREATED WOOD POST 9" MIN. CONCRETE FOOTING REINFORCE PER CODE SPIKES OR LAG SCREWS 1'-6" MIN. DIA. CONCRETE FOOTING WITH SPIKED ANCHORAGE OPTIONAL POST FOOTING DETAILS COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE 9" MIN. CONCRETE FOOTING WITH STRAP ANCHOR SCALE NTS CONCRETE FOOTING REINFORCE PER CODE 1'-6" MIN. DIA. PAGE 13

16 DOOR AND WINDOW SCHEDULE SYMBOL SIZE DESCRIPTION QTY 'x6'-8" 9'x8' 16'x8' EXTERIOR ENTRY DOOR LH SECTIONAL GARAGE DOOR SECTIONAL GARAGE DOOR 1 OWNERS WINDOW CHOICE OWNER CHOICE OF STYLE ADD FILLER BLOCKS ON ALL DOOR FRAME POSTS IN SPACES INDICATED 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, WITH THE EXCEPTION AS SHOWN ABOVE. HEADER TOP PLATE GLUE AND NAIL TO LVL 2x12 INSIDE BEAM HEADER BOTTOM PLATE 6x6 POST 3 ROWS PRESSURE TREATED H H 8' ABOVE CONC. 9' 9' GARAGE DOOR FRAME DETAIL (SECTION A-A VIEW) SCALE 1/8" = 1' 9 1/2" LVL HEADER BEAM 2x8 TOP PLATE TRIMMED TO 7" GLUE AND NAIL TO LVL CRIPPLE 2x12 INSIDE BEAM NAILER 2x12 SPRING BACKER BOARD FULL WIDTH OF OPENING 6X6 POST FRAME PICTORIAL, DOOR AND WINDOW SCHEDULE, 9' GARAGE DOOR FRAME DETAIL COPYRIGHT 2003 POLE BARN STYLE 3 CAR GARAGE SCALE NTS PAGE 14

17 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 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. 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 15

18 BILL OF MATERIALS Size Item Count 2x8-16ft top plate, trimmed to 7" 6 ea. 2x8-8ft top plate, trimmed to 7" 4 ea. -16' 16' garage door header plate 2 ea. -8' cripples at 16' door 13 ea. -9'6" 9' garage door beam bottom plate 1 ea. -9' 9' garage door header bottom plate 1 ea. -10"+ cripples at 9' door 8 ea. -16ft nailers back wall 6 ea. -12ft nailers end wall 9 ea. -8ft nailers end wall 3 ea. -8ft nailers front wall 3 ea. -20 in vertical supports/filler blocks 27 ea. 2x12-16ft header beam 6 ea. 2x12-8ft header beam 4 ea. 2x12-38in ex door header beam 2 ea. 1 3/4"x11 7/8"-16'-6" lvl garage door header 3 ea. 1 3/4"x9 1/2"-9'-6" lvl garage door header 2 ea. 2x4-8ft pressure treated fir stud, ex door frame 2 ea. 2x4-10ft pressure treated fir stud, ex door frame 4 ea. -16ft pressure treated bottom nailers 12 ea. -8ft pressure treated bottom nailers 9 ea. 1x4-16ft+ garage door casing 56 ft. 7 in garage door jamb 56 ft. 1x4-16ft+ ext. door casing 18 ft. 7 in ext. door jamb 18 ft. roof truss 15 ea. roof truss, end 2 ea. " ridge board - lumber 33 ft. 2x4x34ft purlins 16 ea. 2x4"-34' soffit nailer - lumber 2 ea. 2x8"-14' fly rafters - lumber 4 ea. 2x4"-1' soffit lookout - lumber 34 ea. ridge vent 34 ft. 3'x14' metal roofing 23 ea. 3'x10' metal siding 45 ea. gable fascia 55 ft. " eave fascia board 68 ft. eave fascia 68 ft. metal drip edge 123 ft. gutter 68 ea. downspout 2 ea. window 2 ea. 108x84 garage door 1 ea. 192x84 garage door 1 ea. 36x80x1 3/4L ext. entry door 1 ea. wall mount Porch Lantern 3 ea. ceiling mount light fixture 7 ea. 10' metal corner trim 4 ea. 6x6x14' pressure treated posts 15 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 16