Custom Barn Plans 20' X 24' Gambrel - SDSCAD
Custom Barn Plans 20' x 24' Gambrel 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
10'-6" 20'-0" UP 3 GAMBREL GARAGE 24'-0" 3'-0" 10'-6" 3030 24'-0" 19'-4" x 23'-4" 3 8080 3'-6" WP 8'-0" 3'-6" 3068 3'-0" 2'-0" 20'-0" Main Floor Plan Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
20'-0" 3'-0" 14'-0" 5'-6" 3'-0" 3'-0" 5'-6" 3046 (vert)-G OPEN BELOW 24 in 12 24 in 12 24'-0" 24'-0" 9'-3" x 1" DN STORAGE 13'-4" x 20'-2" (vert)-G 3046 5'-6" 3'-0" 3'-0" 14'-0" 5'-6" 3'-0" 20'-0" Loft Floor Plan Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
Rear ELevation Left Side Elevation T1-11 Siding Ashphalt Shingles Right Side Elevation Front Elevation Elevation Views Scale: 1/8" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
7'-9 " 10'-2" 6/12 Pitch 24/12 Pitch 22'-1 1/2" 21'-1 1/2" 1'-0" 10'-0" 11 1/2" " 8'-4 Grade Foundation to meet Local Building Codes See Options Cross Section Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
Double 2 x 12 header 2x8 Header Rough opening for 8' x 8' Door Front Wall Redwood or Pressure Treated Sill Plate Back Wall Double Top Plates 2x8 Header Right Side Wall All Framing to be 2 x 6 with 16" O.C. Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
Gable Detail Double Top Plates Redwood or Pressure Treated Sill Plate Left Wall Detail All Framing to be 2 x 6 with 16" O.C. Wall Framing Details Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
UP Roof Framing Options Option 1: Roof and Attic Space can be developed by using Engineered Attic Gambrel Roof Trusses placed 24" O.C. Follow all Truss Manufacturer Specs when Installing. (vert)-G 24 in 12 24 in 12 DN Option 2: Using traditional Platform Framing 2 x 12 or 11 7/8" I-joists can be used to develop Floor Joists system placed 16" O.C. and 2 x 8 lumber or 9 1/2 I-joists can be used to develop the rafter system. Rafter ties and the pony wall help support the roof system. See Full Section for examples. (vert)-G Floor and Truss Framing Details 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
24'-0" Foundation to meet Local Building Codes See Options 20'-0" Slab Foundation Option Scale 1/4" 1' 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
Stair Detail Scale 1/4" 1' 1. 2. 3. 4. 5. 6. 7. Stairs to be constructed with the following materials: 2x6 kick plate anchor to concrete with expansion type anchor bolts, 2x12 treads nosing 1 1/8" minimum, 3-2x12 stringers required, 2x12 blocking, ¾" wafer board risers and 2x6 ledger. Handrail/Guardrails final style, material and color to be owner's choice. Design to be per U.B.C. Guardrails to be 42" high minimum from floor. Handrails to be 34"-38" above tread nosing. Open railing to have intermediate rails or ornamental pattern such that a sphere 4" round cannot pass through. Minimum stair requirements: maximum 8" rise, minimum 9" run, minimum head clearance 6'-8". Preferred stair requirements: rise 7" to 7 ½", run 11" to 12", minimum head clearance 7'-0". 20' x 24' Gambrel Garage Specialized Design Systems Website: www.sdscad.com email: sdscad@pcu.net
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 ID General GN1 GN2 GN3 GN4 GN5 GN6 GN7 GN8 GN9 GN10 GN11 Flr Size Item Count 1 132 high wall Siding-4 1 120 high wall Siding-4 1 heated floor area 2 1 1/16 high wall Siding-4 2 96 high wall Siding-4 2 64 1/16 high wall Interior-4 2 75 3/8 high wall Interior-4 2 heated ceiling area 2 heated wall area 2 heated glass area 3 19 1/8 high wall Siding-4 Un 20 ft 68 ft 480 sqft 48 ft 40 ft 24 ft 24 ft 480 sqft 216 sqft 27 sqft 13 ft Subtotal: Foundation FO1 FO2 FO3 FO4 FO5 FO6 FO7 1 480 sq ft 1 480 sq ft 1 2x6" 1 1/2x6" 1 1 16x4"h 1 no. 4 concrete slab steel mesh for slab treated mud sill foam sill seal foundation bolts concrete footing rebar (footing) 5.92 cuyd 480 sqft 88 ft 88 ft 16 1.36 cuyd 170 ft Subtotal: Subfloor SF1 SF2 SF3 SF4 SF5 SF6 SF7 SF8 2 4x8'x3/4" sheets 2 2x12"-20' 2 2x12"-16' 2 2x12"-10' 2 2x12"-20' 2 2x12"-16' 2 2x6"-24' 2 2x6"-16' floor sheathing rim joists - lumber rim joists - lumber rim joists - lumber floor joists - lumber floor joists - lumber ceiling joists - lumber ceiling joists - lumber 14 2 71 ft 1 15 20 ft 4 72 ft Subtotal: Framing F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 1 2x4-16ft 1 2x4"-115 1/2" 1 2x4-16ft 1 2x7-16ft 1 2x4"-28 3/4" 1 2x4"-8 1/2" 1 2x12-16ft 2 2x4--3 3/8" 2 2x4-16ft 2 2x4-16ft 2 2x4"-91 1/2" 2 2x12-16ft 2 2x4"-68 7/8" 3 2x4-16ft 3 2x4-16ft fir plate fir stud fir stud stock header - lumber fir stud fir stud header - lumber Fir Stud 16" OC fir plate fir stud stock fir stud header - lumber fir stud fir plate fir stud stock 264 ft 72 62 ft 14 ft 3 6 17 ft 46 438 ft 228 ft 12 14 ft 40 27 ft 8 ft Subtotal: Siding S1 S2 S3 1 8" wide 1 2 8" wide Siding Vertical Beige house wrap Siding Vertical Beige 1222 ft 907 sqft 385 ft Price Tot. Cost
ID 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 S4 S5 S6 Flr Size 2 4x8x1/2 2 3 8" wide Item Sheet Sheetrock house wrap Siding Vertical Beige Count Un 9 283 sqft 16 ft Subtotal: Ext Trim EX1 EX2 EX3 EX4 EX5 EX6 EX7 EX8 EX9 1 1x4-16ft 1 1x4-16ft 1 1x5-36" 1 1x4-16ft 1 5 in 1 1x4-16ft 1 5 in 2 1x4-16ft 2 1x4-16ft exterior sill ext. window casing door threshold ext. door casing ext. door jamb garage door casing garage door jamb exterior sill ext. window casing 4 ft 11 ft 1 18 ft 18 ft 26 ft 26 ft 8 ft 27 ft Subtotal: Roofing R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 1 1 1 4x8' sheets 1 2x6" 16" OC 1 2x8" 1 2x8" 1 1 1 2 2x8"-16' 2 2x6"-16' 2 2x8"-26' 2 2x8"-10' 2 4x2"-16' 2 2x8"-16' Insulation IN1 IN2 IN3 1 12x16x48" batts floor insulation 2 12x24x48" batts ceiling insulation 2 4x16x93" batts wall insulation ridge cap Roofing Dimensional Comp. roof sheathing rafters - fir gable fascia eave fascia metal drip edge gutter downspout ridge board - lumber rafters - lumber rafters - lumber rafters - lumber rafters - lumber rafters - lumber Subtotal: 76 ft 819 sqft 26 730 ft 65 ft 51 ft 116 ft 51 ft 2 76 ft 435 ft 2 4 40 ft 32 ft 90 60 20 Subtotal: Flooring FL1 FL2 FL3 1 2 2 4x8' sheets landing floor Carpet b4 underlayment 11 sqft 403 sqft 13 Subtotal: Wall Brd WB1 WB2 WB3 WB4 WB5 1 4x8x1/2 1 4x8'-1/2" 2 4x8x1/2 2 4x8'-1/2" 3 4x8x1/2 Sheet Sheetrock ceiling wall board Sheet Sheetrock ceiling wall board Sheet Sheetrock 28 15 17 14 1 Subtotal: Windows W1 W2 1 36x36 2 36x54 right sliding double hung 1 2 Subtotal: Price Tot. Cost
107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 ID Doors D1 D2 Flr Size 1 36x80x1 3/4R 1 96x96 Item Count ext. garage Un 1 1 Subtotal: Int Trim T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 1 1x2-16ft 1 1x2-16ft 1 1x2-16ft 1 36x10 11/16-1" 1 36x8 13/16" 1 2" wide 1 1" diam. 1 3 treads 1 36x12-1" 1 10 treads 1 2x10" 1 1x8" 1 2" wide 1 2" square 2 1x2-16ft 2 1x2-16ft 2 1x2-16ft 2 3 1/2" wide 2 3 1/2" wide 2 1 3/4" diam. 2 3 1/2" square 2 3 1/2" square 2 1x6-16ft window apron sill interior casing stair tread riser int. railing baluster stair stringer stair tread stair stringer landing joists - fir landing rim trim railing shoe newel post window apron sill interior casing int. railing middle rail baluster newel post half newel post base molding 4 ft 4 ft 27 ft 3 13 195 in 26 2 10 2 15 ft 13 ft 6 in 2 7 ft 7 ft 26 ft 121 in 121 in 22 3 1 165 ft Subtotal: Electrical E1 E2 E3 E4 E5 E6 E7 E8 1 wall mount 1 wall mount 1 wall mount 1 wall mount 1 wall mount 1 ceiling mount 2 wall mount 2 ceiling mount Duplex Three Way Single Pole Porch Lantern Duplex (weatherproof) Half Dome Single Pole Half Dome 7 2 2 2 1 6 2 3 Subtotal: Total: Price Tot. Cost
SITE WORK: 1. MAKE SURE SETBACKS ARE IN COMPLIANCE WITH THOSE SHOWN ON PLANS. 2. SEISMIC ZONE, NO. 3. 3. ALL STUMPS ROOTS AND ORGANIC MATTER SHALL BE REMOVED FROM THE SOIL IN THE AREA OF THE BUILDING. 4. LOT MUST BE GRADED TO INSURE PROPER DRAINAGE. THIS MUST BE COMPLETED PRIOR TO FINAL INSPECTION. 5. SOIL SHOULD NOT BE A HIGHLY EXPANSIVE SOIL TYPE WITH OUT HAVING A SOIL REPORT PREFORMED BY A SOILS ENGINEER AND RECEIVING APPROVAL FROM LOCAL BUILDING DEPARTMENT TO CONSTRUCT BUILDING ON SAID TYPE SOIL. 6. SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSI AT 2' BELOW ADJACENT FINISHED GRADE FOR DESIGN. 7. FINISHED FLOOR TO BE 16" MIN. ABOVE LOT'S OUTFALL. 8. THAT PORTION OF THE FOUNDATION WHICH SUPPORTS TWO STORIES SHALL HAVE AN 8" MIN. STEMWALL. 9. BOTTOM OF FOOTINGS SHALL BE PLACED 30" MIN. BELOW EXISTING GRADE AND TOPS OF STEMS SHALL BE 10" MIN. ABOVE FINISHED GRADE. CONCRETE: 1. ALL SLABS ARE TO BE 4" CONC. OVER 4" GRAVEL UNLESS OTHERWISE NOTED ON THE PLANS. 2. CONCRETE TO BE ACI 301-66, TYPE II CEMENT, 2500 P.S.I. AT 28 DAYS, 5" MAX. SLUMP. 3. REINFORCING TO BE ASTM A615-BARS WITH Fy 60 K.S.I. LAP 30 DIA. MIN. AT SPLICES OR WELD PER ACI STD. 4. CONCRETE DESIGN BASED ON Fc 2000 P.S.F., Fc 2500 P.S.I. FOR QUALITY ONLY. 5. ANCHOR BOLTS SHALL BE A-307 EMBEDDED 7" MIN. INTO CONCRETE OR MASONRY GROUT. ROOF FRAMING: 1. FASCIA TO BE 2"x 4" DOUGLAS FIR PER DETAIL SHEET . 2. FOR SOFFIT SIZE SEE DETAIL SHEET . 3. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS. 4. TRUSSES ARE TO BE AN APPROVED TRUSS DESIGN FROM THE TRUSS MANUFACTURE'S ENGINEER. 5. USE SIMPSON H-1 HURRICANE ANCHORS AT EACH TRUSS OR RAFTER TO WALL CONNECTION. 6. SOLID BLOCKING REQUIRED BETWEEN JOISTS, RAFTERS, AND TRUSSES OVER ALL BEARING WALLS. SUCH BLOCKING SHALL BE 1 1/2" MIN. THICKNESS AND FULL DEPTH OF JOISTS, RAFTERS, OR TRUSSES. 7. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE HEADER SIZE TABLE UNLESS OTHERWISE NOTED. 8. BASIS OF DESIGN ROOF LIVE/SNOW LOAD OF 37 P.S.F., AND ROOF DEAD LOAD OF 15 P.S.F. 9. PLYWOOD ROOF DECKING TO BE 1/2" THICK, 24/0, CDX OF 7/16 WAFFER. WOODS AND PLASTICS: GENERAL FRAMING: (DOUGLAS FIR) 1. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE FOLLOWING TABLE UNLESS OTHERWISE NOTED. HEADER SIZES (SINGLE STORY CONSTRUCTION) 2'-0" TO 4'-0" SPAN 2-2x4's 4' TO 6'-0" SPAN 2-2x6's 6' TO 8'-0" SPAN 2-2x8's 8' TO 10'-0" SPAN 2-2x10's 10' TO 12'-0" SPAN 2-2x12's HEADER SIZES (TWO STORY CONSTRUCTION) 2'-0" TO 3'-0" SPAN 2-2x4's 3' TO 5'-0" SPAN 2-2x6's 5' TO 7'-0" SPAN 2-2x8's 7' TO 8'-0" SPAN 2-2x10's 2. BRACE ALL EXTERIOR WALLS AND CROSS-STUD PARTITIONS AT EACH END OF BUILDING AND AT LEAST EVERY 25' OF LENGTH BUY ONE OF THE FOLLOWING: A. SIMPSON WB 126 WALL BRACING WITH 3-16d NAILS AT EACH END AND 1-8d NAILS AT EACH STUD. B. PLYWOOD SHEATHING OF A MINIMUM THICKNESS OF 3/8 INCH. 3. FIRE STOPPING: A. FIREBLOCK STUD SPACES OVER 10' IN HEIGHT, FURRED SPACES, SOFFITS, DROP CEILINGS, COVE CEILINGS, STAIR STRINGERS AT TOP AND BOTTOM OF RUN, BEARING WALLS AND CEILING JOIST LINES, ETC. FIRESTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER B. FIRESTOP OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, AND FIREPLACES AT CEILING AND FLOOR LEVELS WITH APPROVED NONCOMBUSTIBLE MATERIALS. 4. CDX PLYWOOD IS NOT APPROVED WHERE EXPOSED TO WEATHER, I.E. ROOF OVERHANGS. 5. EXTERIOR WALL FRAMING TO BE 2"x 6" STUDS AT 16" O.C. INTERIOR WALL FRAMING AT NON-BEARING WALLS TO BE 2"X 4" STUDS AT 24" O.C. AND AT BEARING WALLS 2"x 4" STUDS AT 16" O.C. WITH DOUBLE TOP PLATE. 6. SHEAR WALL TO BE 3/8" CDX PLYWOOD APPLIED HORIZONTALLY. 7. ALL STRESS GRADE LUMBER SHALL COMPLY WITH WCLA SPECS. AND BEAR APPROVAL STAMP ON ALL PIECES IN PLACE. 8. FRAMING LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE Fb 1450 OR BETTER UNLESS OTHERWISE NOTED. 9. NAILING TO BE PER CURRENT U.B.C. UNLESS OTHERWISE NOTED. 10. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 11. STRUCTURAL GLUED LAMINATED TIMBERS TO BE STAMPED BY AN APPROVED AGENCY. 12. USE REDWOOD OR PRESSURE TREATED SOLE PLATES AT ALL EXTERIOR WALLS. FLOOR FRAMING: 1. ALL FLOOR JOIST TO BE DOUGLAS FIR #2 OR T.J.I. @ 16" O.C. UNLESS OTHERWISE NOTED. 2. FOR SPANS AND DIMENSIONS REFER TO FLOOR PLANS. 3. USE SIMPSON H 2.5 HURRICANE ANCHORS AT EACH FLOOR JOIST TO BEARING WALL CONNECTION. 4. SOLID BLOCKING BETWEEN JOISTS OVER ALL BEARING WALLS, AND MIDSPANS SUCH BLOCKING SHALL BE 2" MIN. THICKNESS AND FULL DEPTH OF JOISTS. 5. MINIMUM HEADER SIZES SHALL BE ACCORDING TO THE HEADER SIZE TABLE UNLESS OTHERWISE NOTED. 6. BASIS OF DESIGN: FLOOR LIVE LOAD OF 40 P.S.F., AND FLOOR DEAD LOAD OF 15 P.S.F. 7. FLOOR DECKING TO BE 3/4" THICK T & G WAFER BOARD. 8. JOIST HANGERS TO BE SIMPSON U210 OR EQUAL UNLESS OTHERWISE NOTED. 9. DOUBLE JOISTS AND OR DOUBLE BLOCKING AT ALL INTERIOR WALLS. STAIRS: 1. STAIRS TO BE CONSTRUCTED WITH THE FOLLOWING MATERIALS: 2x6 KICK PLATE ANCHOR TO CONCRETE WITH EXPANSION TYPE ANCHOR BOLTS, 2x12 TREADS NOSING 1 1/8" MIN., 3-2x12 STRINGERS REQUIRED, 2x12 BLOCKING, 3/4" WAFER BOARD RISERS AND 2x6 LEDGER. 2. HANDRAIL/GUARDRAILS FINAL STYLE, MATERIAL AND COLOR TO BE OWNER'S CHOICE. DESIGN TO BE PER U.B.C. 1994. 3. GUARDRAILS TO BE 42" HIGH MIN. FROM FLOOR. 4. HANDRAILS TO BE 34"-38" ABOVE TREAD NOSING. 5. OPEN RAILING TO HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" ROUND CANNOT PASS THOROUGH. 6. MINIMUM STAIR REQUIREMENTS: MAX. 8" RISE, MIN. 9" RUN, MINIMUM HEAD CLEARANCE 6'-8". 7. PREFERRED STAIR REQUIREMENTS: RISE 7" TO 7 1/2", RUN 11" TO 12", MINIMUM HEAD CLEARANCE 7'-0". THERMAL AND MOISTURE PROTECTION: 1. ASPHALT SHINGLES OVER TYPE 30 FELT OVER 7/16" MIN. WAFFER BOARD WITH FOUR NAILS EACH. 2. R-38 INSULATION IN CEILING AND R-19 INSULATION IN EXTERIOR WALLS. 3. INSTALL CAULKING COMPOUND AT ALL PENETRATIONS IN BUILDING ENVELOPE, I.E., HOLES DRILLED IN TOP PLATES AROUND WINDOWS, DOORS, SERVICE ENTRANCE PANEL. 4. ENCLOSED ATTICS AND SPACES BETWEEN RAFTERS SHALL HAVE CLEAR CROSS-VENTILATION AREAS TO THE OUTSIDE. VENTS SHALL PROVIDE AIR INTAKE TO MEET SEC. 3205 (C) CURRENT U.B.C. ATTICS SHALL BE PROVIDED WITH AN ACCESS OPENING 22"x30" WITH MIN. HEAD ROOM ABOVE ACCESS OPENING OF 30". 5. POLYSTRENE INSUL. BD. SHALL NOT BE EXPOSED TO ATTIC. REPLACE POLYSTRENE INSUL. BD. AT ATTIC WITH APPROVED BLACK INSUL. BD. OR SEPARATE POLYSTRENE INSUL. BD. FROM ATTIC WITH 1 LAYER OF 1/2" SHEETROCK (SEC. 1712(B)3, CURRENT U.B.C.). DOORS, WINDOWS, AND GLASS: 1. ALL BEDROOM WINDOWS TO BE 44" MAX. OFF OF FINISHED FLOOR. SUCH WINDOWS SHALL HAVE A CLEAR OPENING OF 5.7 SQ. FT. MIN., CLEARANCE HEIGHT OF 24" MIN., CLEARANCE WIDTH 20" MIN. PER SEC.1204 CURRENT U.B.C. 2. ALL INTERIOR DOORS TO HAVE BASE BOARD TYPE DOOR STOPS (HINGE TYPE OPTIONAL). 3. ALL EXTERIOR DOORS TO BE SOLID CORE. 4. DOOR OPENING INTO THE GARAGE FROM THE LIVING QUARTERS TO BE SOLID CORE AND EQUIPPED WITH A SELF CLOSING DEVICE. 5. FRAMELESS GLASS DOORS, GLASS IN DOORS, FIXED GLASS PANELS AND ALL GLASS WITHIN 18" OF FLOOR OR 12" OF ANY DOOR AND SIMILAR GLAZED OPENINGS SUBJECT TO HUMAN IMPACT SHALL BE TEMPERED GLASS AND COMPLY WITH SEC. 5406 CURRENT U.B.C. FINISHES: 1. FINISHED CEILINGS TO HAVE 1/2" DRYWALL W/ SKIP TOWEL FINISH OR AS DIRECTED BY OWNER / BUILDER. 2. INTERIOR WALL TO HAVE 1/2" DRYWALL TEXTURED AS DIRECTED BY OWNER / BUILDER. 3. 5/8" DRYWALL IS REQUIRED AT STAIRWAYS WALLS, CEILING AND UNDER STAIRS. 4. 5/8" DRYWALL ON CEILING (TYPE "X") OF GARAGE AND WALLS OF GARAGE ADJACENT TO LIVING AREA. 5. USE 5/8" SHEET ROCK ON CEILING WHERE SUPPORTED AT 24" ON CENTER. 6. DRYWALL SHALL BE NAILED 4" O.C. AT EDGES & 6" O.C. IN THE FIELD OF EACH SHEET. 7. USE TYPE "WR" SHEETROCK AS BACKING AT ALL SHOWER LOCATIONS ALONG WITH CERAMIC TILE OR APPROVED EQUAL TO A HEIGHT OF 70" ABOVE FLOOR DRAIN. (SEC.5406 CURRENT U.B.C.) MASONRY: 1. PROVIDE HORIZONTAL JOINT REINFORCING AT 16" O.C. FOR ALL MASONRY WORK. 2. BRICK VENEER SHALL BE FASTENED TO WALL PER SEC. 3006.1, CURRENT U.B.C. 3. ALL MASONRY MATERIALS USED MUST COMPLY WITH SECTION 2403 CURRENT U.B.C. PLUMBING: 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF WATER, GAS AND SEWER LINES. 2. INSTALL APPROVED AIR-GAP FITTINGS ON DISCHARGE SIDE OF DISHWASHER. 3. ALL EQUIPMENT TO BE NEW AND OF EQUAL QUALITY AS SPECIFIED. 4. AFTER THE PLUMBING SYSTEM INSTALLATION IS COMPLETED THE CONTRACTOR SHALL CONDUCT AN OPERATION TEST FOR APPROVAL. 5. PLUMBING SHALL BE DESIGNED FOR WATER SOFTENING EQUIPMENT EXCEPT THAT RAW WATER LINES SHALL BE PROVIDED TO OUTSIDE HOSE BIBS. 7. ALL SHOWER HEADS ARE TO BE INSTALLED AT 6'-6" ABOVE FINISHED FLOOR OF SHOWER OR TUB. 8. USE ABS FOR WASTE AND VENT PIPING AND COPPER FOR WATER PIPING. 9. PROVIDE HOT WATER RELIEF VALVE FOR WATER HEATER AND DRAIN. 10. MAIN PLUMBING STACKS SHALL RUN UNDIMINISHED IN SIZE (3" MIN.) AND DIRECT AS POSSIBLE FROM THE MAIN DRAIN TO THE OPEN AIR ABOVE THE ROOF. 11. TOILETS TO BE SET WITH A MIN. OF 15" FROM ITS CENTER TO A VERTICAL SURFACE (SEC. 907(C) U.P.C. & SEC. 511(A) CURRENT U.B.C.) CLIMATE CONTROL: 1. FOR A/C UNITS INSTALLED EITHER IN ATTIC OR ON SECOND FLOOR AN EXTRA CORROSIVE RESISTANT WATER TIGHT PAN IS REQUIRED PER U.M.C. SEC. 1202. 2. PROVIDE EXHAUST FAN AT BATHROOM AND AT THE KITCHEN WHERE SHOWN ON THE PLANS. 3. DUCTWORK SHALL COMPLY WITH CH. 10 OF CURRENT U.B.C. 4. FURNACE SYSTEM AND INSTALLATION OF FURNACE TO COMPY WITH CHAPTER 7 OF CURRENT U.B.C. 5. ALL DUCT REGISTERS TO BE OPERABLE AND ABLE TO BE SMOOTHLY CLOSED AND OPENED BY THE HOME OWNER. ELECTRICAL SYSTEMS: 1. INSPECTION IS REQUIRED PRIOR TO BACKFILL OF LINES. 2. PROVIDE 20 FT. OF NO. 4 COPPER WIRE AS GROUND ELECTRODE INFOUNDATION FOOTING. 3. BOND INTERIOR PIPING SYSTEM WITH #8 BARE COPPER. 4. PROVIDE MAIN JUMPING BOND WITH #4 BARE COPPER. 5. ELECTRICAL SERVICE IS TO BE 100 AMP SERVICE, 120/240 VOLT, 1 PHASE RAINTIGHT, UNDERGROUND. 6. PROVIDE SEPARATE 20 AMP CIRCUITS TO WASHER. 7. PROVIDE 20 AMP CIRCUITS TO FAMILY AND DINING ROOM, AND A MINIMUM OF TWO 20 AMP CIRCUITS TO KITCHEN. 8. PREWIRE FOR T.V., TELEPHONE IN KITCHEN, FAMILY ROOM, LIVING ROOM, AND IN EVERY BEDROOM. 9. INSTALL GROUND FAULT CURRENT INTERRUPTER ON EXTERIOR, GARAGE, KITCHEN AND BATHROOM OUTLETS. 10. BOTTOM HALF OF OUTLET CONTROLLED BY SWITCH WHEN SHOWN. 11. ALL OUTLETS IN KITCHEN ARE TO BE AT 44" EXCLUDING THOSE FOR THE REF'G., RANGE, DISP., DISHWASHER. 12. MAXIMUM SPACING OF OUTLETS SHALL NOT EXCEED 12 FT. ALONG WALL LINE AND AT ANY WALL OVER 24" WIDE IN ALL ROOMS EXCEPT KITCHEN, BATH, UTILITY, GARAGE. 13. INSTALL LIGHT IN WALK-IN CLOSET 18" MIN. HORIZ. FROM ANY SHELF. 14. PROVIDE A VENTILATION FAN CAPABLE OF PRODUCING A CHANGE OF AIR EVERY 12 MINUTES FOR BATH OR UTILITY ROOMS WITHOUT THE REQUIRED WINDOW VENTILATION. 15. PROVIDE SMOKE DETECTOR ALARM CONFORMING TO SEC. 1210(A) U.B.C. AND LOCAL BUILDING CODES IN EVERY BEDROOM AND ON EACH FLOOR.
STRUCTURAL GENERAL NOTES: 1. COMPLY WITH ALL APPLICABLE STATE, COUNTY AND LOCAL BUILDING CODES, ORDINANCES AND REGULATIONS PERTAINING TO THIS CONSTRUCTION. 2. VERIFY ALL DIMENSIONS PRIOR TO STARTING THE WORK. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. 3. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR MECHANICAL, ELECTRICAL AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS AND SUB-CONTRACTORS PRIOR TO CONSTRUCTION. 4. CONNECT WATER, GAS, ELECTRIC LINES TO EXISTING UTILITIES IN ACCORDANCE WITH LOCAL CITY BUILDING CODES. SOIL: 1. ALLOWABLE SOIL PRESSURE - 1500 P.S.F. MINIMUM MIN. FTG. DEPTH PER DETAILS. 2. PROVIDE TERMITE PROTECTION OVER A.B.C. PER GOVERNMENTAL REGULATIONS. CONCRETE: 1. FOUNDATIONS - 3000 P.S.I. @ 28 DAYS. TYPE II CONC. 5 BAG. 2. FLOOR SLABS - 3000 P.S.I. @ 28 DAYS. MAX. SLUMP 3", NO FLY ASH 3. PROVIDE CONSTRUCTION JOINTS @ 400 SQ. FT. MAXIMUM. 4. WALKS AND DRIVES - 3000 P.S.I. @ 28 DAYS, NO FLY ASH. STRUCTURAL STEEL: 1. ASTM A-36, Fy 36 KSI, STRUCTURAL TUBES SHAL BE ASTM A-500 (Fy-46KSI) 2. BOLTS - ASTM A-307. LATEST AISC AND AWS CODES APPLY. ALL CONST. PER LATEST AISC HANDBOOK. MIN. EMBEDMENT OF ALL BOLTS IN MASONRY, GROUT OR CONC. TO BE 7". 3. ALL EXPANSION BOLTS TO BE "WEDGIT", RAM-SET, OR RED HEAD PHILLIPS (I.C.B.O. APPROVED) TYPE WITH A 360 EXPANSIVE WEDGING ACTION. 4. SEE DETAILS FOR SIZE. WELDING: 1. E70xx LOW HYDROGEN RODS LUMBER: 1. ALL SAWN LUMBER SHALL BEAR STAMP OF WWPA OR APPROVED TESTING AGENCY. 2. ROOF JOISTS, FLOOR JOISTS, BEAMS, LEDGERS AND PLATES TO BE DOUGLAS FIR #2 OR BETTER. 3. STUDS TO BE HEMLOCK FIR, STUD GRADE OR APPROVED EQUAL. TRUSSES: 1. TO BE MANUFACTURED BY CITY AND STATE APPROVED FABRICATOR. (AS REQ'D. BY GOVERNING MUNICIPALITY). Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net
NAILING SCHEDULE: 1. 2. 3. 4. 5. 6. 7. STUD TO SOLE PLATE END NAIL2-16d DOUBLED STUDS FACE NAIL 16d @ 24" O.C. DB. TOP PLATE FACE NAIL 16d @ 16" O.C. TOP PLATE TO STUD END NAIL W/ 2-16d HEADER TO STUD 3- 16d ALL OTHER NAILING SHALL BE PER U.B.C. TABLE 25-Q UNLESS OTHERWISE NOTED EXTERIOR SIDING SHALL BE NAILED TO FRAMING WITH 6d NAILS @ 6" O.C. @ EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD: 1. ROOF PLYWD. SHALL BE 1/2" STD. GRADE SHEATHING (5-PLY) W/ EXTERIOR GLUE. SPAN INDEX RATIO 32/16 W/ STAMP OF APPROVED TESTING AGENCY OR ORIENTED STRAND BOARD NER-124. 2. ROOF PLYWOOD SHALL BE NAILED W/ 8d @ 16" O.C., EDGES, BEARING & BOUNDAR & 12" O.C. INTERMEDIATE. FRAMING: 1. JOIST HANGERS AND OTHER MISCELLANEOUS FRAMING ANCHORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR APPROVED EQUAL. 2. ALL BEARING STUD WALLS TO BE 2X's @ 16" O.C. INTERIOR AND EXTERIOR AS NOTED ON PLANS. 3. ALL BEARING PARTITIONS SHALL HAVE DOUBLE TOP PLATES. 4. ROOF AND FLOOR PLYWOOD SHEATHING PANEL EDGES SHALL BEAR ON FRAMING MEMBERS AND BUTT ALONG THEIR CENTER LINES WITH PANEL EDGES STAGGERE AND FACE GRAIN PERPENDICULAR TO SUPPORT. 5. FIRE STOPS SHALL BE PLACED IN ALL CONCEALED SPACES IN WALLS, AT FURRED SPACES & AT FLOOR/CEILING LEVELS SO THAT NO CONCEALED SPACE EXCEEDS TEN FEET. REINFORCING STEEL: 1. ASTM A615 - 60. FY 60 KSI. 2. STEEL REINFORCING BARS SHALL BE DEFORMED GRADE 60. LAP VERTICAL BARS A MIN. OF 36 BAR DIAMETERS. TIE W/ APPROVED WIRE TIES. Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net
1/2" ANCHOR BOLTS 6' O.C. 4" CONCRETE FLOOR W/ WIRE MESH GRADE 6" VAPOR BARRIER 4" GRAVEL BASE 8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED) DAMP PROOFING (TO GRADE) 36" 8" X 20" CONT. CONCRETE FOOTING RE-BAR (2) FOUNDATION - FROST (SLAB) - POURED CONC. BLK.8" X 34" 1/2" ANCHOR BOLT 6' O.C. 4" CONCRETE SLAB W/ WIRE MESH 6" MIN. GRADE 12" X 18" CONT. CONCRETE FOOTING REBAR (2) CONTINUOUS @ PERIMETER VAPOR BARRIER 4" GRAVEL BASE MONOLITHIC SLAB ON GRADE SINGLE POUR CORNER INSTALLATION ONE #4 REBAR IN SHEAR CONE 12" MINIMUM REBAR LENGTH Foundation details may vary depending on your local building conditions and codes. Consult a contractor or local building department to ensure proper 2 x EMBEDMENT LENTH techniques for your areas 12" MINIMUN REBAR LENGTH building codes. CORNER DISTANCE FROM EDGE OF STRAP TO CORNER 30" MINIMUM REBAR LENGTH Simpson Strong-Tie Simpson Strong-Tie HPAHD HPAHD 2.PL1 HPAHD22 HPAHD 1.PL1 Foundation Details Details and Specifications Copyright 2001 SDSCAD E-Book Plans SDS - CAD Specialized Design Systems Web address www.sdscad.net Email: sdscad@pcu.net 1
Floor and Truss Framing Details Roof Framing Options Option 1: Roof and Attic Space can be developed by using Engineered Attic Gambrel Roof Trusses placed 24" O.C. Follow all Truss Manufacturer Specs when Installing. Option 2: Using traditional Platform Framing 2 x 12 or 11 7/8" I-joists can be used to develop Floor Joists system placed 16"
12'x16' Mini-Barn/Shed With Gambrel Roof I will be showing you how to build a 12' by 16' shed modeled after an old-style barn, complete with double barn doors, a partial loft, a barn-style roof, and a classic red
Bech Hermansen, Markus Galten slagter 106 63 Bech Kristiansen, Rasmus barn (plejebarn?) 46 56 . , Carl Kristian barn 15 38 Christensen, Christen Laurits barn 110 26 . , Erik Thomas barn 4 22 Eriksen, Frederik Napoleon barn 10 110 Eriksen, Marie Kjerstine husmoder 10 107 .
Scheduling at the Barn: Scheduling@Cornell ERP Guide for the Big Red Barn Purpose The purpose of this document is to help groups reserve space for events at the Big Red Barn using the Scheduling@Cornell reservation system. In order to reserve space at the Barn, your group
Pottery Barn – Pottery Barn Teen . We do not recommend the use of chemical cleansers, abrasives or furniture polish on our lacquered finish. Hardware may loosen over time. Period
Since we have a custom component in the model we can open the Custom component editor. Edit custom 1. Select the User_end_plate component symbol. component 2. Right-click and select Edit custom component. The Custom component editor opens along with the Custom component editor toolbar, the Custom component browser and four views of the custom .
Jan 31, 2013 · wagon shed/corncrib, rusticated block dairy barn (c.1930) and milk house, a large dairy barn (1932) converted to horse stables; and seven (7) concrete block buildings associated with the horse-breeding operation (c. 1962), including: a large horse training barn with interior track, an octagonal stud barn, and three brood mare barns.
2 Barn Cleaners GEA Farm Technologies Barn Cleaner Elevators When it comes to barn cleaner elevators, GEA Farm Technologies knows exactly what it’s all about! 100% steel construction makes these elevators tough, durable and effective in the evacuation of very thick manure from tied stall barns. The design and manufacturing
a hen house, soap house, and slaughter house. That summer a new well was dug and pipe laid to the Laundry and on to the Barn and Hen House. In 1857 the project was completed with the leveling of the barn yard, installation of pickets on the barn yard fence and the completion of the Slaughter House. Thus the construction of the barn.
