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Home My WebLink About2561 DesignCW N FLOOR PLAN +r✓„✓ • �; rein �l.r.,�p�(6�f,/�• �� An / 32' GARAGE CONSTRUCTION GUIDELINES SITE PLANNING A. The following items should be considered when planning and locating your garage. • Determine size of garage required, 1, 2, or 3 cars. • Will entrance to garage be from street or from alley. B. Contact your local utility companies to locate underground utilities (gas, water, sewer, septic system etc.) C. Before starting construction of your garage contact your Iocpl building code official to obtain necessary permits. D. Stake out the profile of the garage on your lot allowing for front, side, and rear yard setbacks. EXCAVATION AND FORMWORK FLOATING SLAB FOUNDATION OPTION A. Dig a trench for the thickened slab edge somewhat wider than the slab edge width of 12". Excavate 8" to 12" deep depending on the slope of the grade. B. Use 2" lumber to build forms for the concrete slab. Inside face of form boards must line up exactly with "string lines" set according to plan dimensions. Brace thoroughly to keep forms from pushing out when concrete is poured. C. Place 4" to 6" of sand or gravel fill over entire surface where concrete slab will be poured. (except at thickened slab edge which shall bear on undisturbed soil or well compacted fill) D. Compact sand or gravel fill with a power tamper available at rental service stores. E. If a floor slope of 2" to overhead door is desired, be sure to maintain the 4"-6" sand or gravel fill. F. Contact the building inspector to check the formwork and sand or gravel fill prior to placing concrete. G. Two 1/2" reinforcing bars in perimeter and wire mesh in slab are recommended. Pour concrete and level with a long straight 2x4 as you go. Watch concrete very close and trowel before is sets up. H. Set anchor bolts with washers as indicated on plan 1 3/4" in from edge of concrete and extending at least 2 1/2" above surface. FROST DEPTH FOOTING AND FOUNDATION OPTION A. Dig a trench for the foundation wall and footing somewhat wider than the width of the footing. Bottom of trench shall extend below the local frost depth. B. Remember that dimensions on plan are to outside of concrete and face of stud. Use 2" lumber to build forms for the concrete footing. Inside face of form boards must line up with "string lines" set according to plan dimensions. Brace thoroughly to keep from pushing out when concrete is poured. C. Place 2-1/2" reinforcing bars in footing formwork. Reinforcing bars must be suspended 3" above bottom of footing. D. Contact your local building inspector to check the formwork prior to placing concrete. E. Pour ready -mix concrete to top of forms, making sure there are no voids. Level with a 2x4 as your go. F. Lay concrete block foundation the number of courses as shown on plan. G. Set anchor bolts in top course of block at spacing shown on plan. Fill cores of concrete block at anchor bolts with concrete. WALL FRAMING A. Place .40 treated 2x4 on top of bolts with edge of 2x4 flush with outside face of concrete and tap with a hammer over each bolt to locate position of bolt holes. Drill bottom plate and fit over bolts to check location. Lay 2'x4 top plate along side of bottom plate and mark both, for stud locations. B. Layout and assemble wall on concrete slab. Nail through plates into each end of stud with two 16d nails. Square walls and temporarily nail 1 x6 diagonally to frame. Tilt up each side and end wall as completed and brace securely. Plumb walls, square building and apply top plate. Lap top plate over adjacent walls for good tie-in. Nail sections together and notch in 1x4 diagonal corner bracing if plywood sheathing is not used. Frame in front wall as shown on plan. ROOF FRAMING HAND FRAMED RAFTERS OPTION A. Nail on rafter ties a shown on plan. They will make a working platform for rafter erection. Provide support if span Is too great. Front tie should not be nailed in place until overhead door hardware is ready to be installed. B. Use pattern on plan to layout heel cuts on rafter. Make two heel cuts, set rafters on plate and check rafter end cut with plumb bob. Remember to allow for ridge board. Use one of these as the pattern to cut all the others. Mark spacing of rafters on ridge board. Set the two and rafters in place, nail to plate and to one end of ridge board at peak of rafters. Brace for plumb. Then lift ridge board .into level position and nail two more rafters every 10 to 12 feet. Place all remaining rafters directly above corresponding studs and nail in place. Rafter ties should now be nailed to rafters before bracing Is removed. PERSPECTIVE • ..i+F�„ ti ` .T r 1� 5�:,," ��,4 '•. Try \* r��l N mamAN 0 J -^•-+•�-,.i.....w.;u"^__T`' _._� � ,-mot"'^'--""w.a^w".- . MATERIALS, SYMBOLS, AND ABBREVIATIONS EARTH & AND FT @ AT FTG GRAVEL Ok ROCK C CENTERLINE GA AS ANCHOR BOLT GALV CONCRETE ADJ ADJUSTABLE G.I. ALUM ALUMINUM GL CONCRETE BLOCK APPROX APPROXIMATELY GYP ARCH'L ARCHITECTURAL H.B. FACE BRISK BD BOARD N.C. BLDG BUILDING HDWD STONE BLK BLOCK H.M. �7TjSy FINISH WOOD OR BLKG BLOCKING HT 6�1LL�11 WOOD STUD PARTITION SM BEAM HTR ROUGH LUMBER BSMT C BASEMENT COURSES I.O. INSUL r�r� CAB'T CABINET INT'R I PLYWOOD CON BLK CONCRETE BLOCK JT C.J. CONTROL JOINT KIT PLAN -STEEL STUD CLG CEILING LAM ® BATT INSULATION CLO C.O. CLOSET CLEAN OUT LAV LT RIGID INSULATION COL CONC COLUMN CONCRETE LW C B CONT CONTINUOUS LIN PLASTER OR DRYWALL CONTR CONTRACTOR MAT'L CPT CARPET MAX ACOUSTICAL C.T. CERAMIC TILE MECH'L METAL CU FT DIA CUBIC FEET DIAMETER MED CAB MIN ON DOWN MLDG r J DOOR NUMBER DS DOWNSPOUT M.O. l� FRAME AND WINDOW TYPE ELEV ELEVATION NUILC N(IMBLR INDICATES ELEC'L ELECTRIC OR NOM CONSTRUCTION NOTE ELECTRICAL N T S DETAII NUMHLR E.W. EACH WAY O.C. SHEET NUMBER EXH EXHAUST O.D. EXIST'G EXISTING OPG L'JLARf,ED PLAN EXP EXPANSION PL OR P EXT'R EXTERIOR P LAM - kEVISIr1N F.D. FLOOR DRAIN PLAS FDN FOUNDATION PLBG FIN FINISH OR FINISHED PLWD FLR FLOOR P S F FLUOR FLUORESCENT LIST OF MATERIALS (For Estimating Purposes Only) WALL FRAMING O.S. Studs: 120 - 2x4 - 8' p.c. Plates: Frost Foundation: 120 L.F. 2x6 .40 treated 7 - 2x4 - 10' 11 - 2x4 - 12' 5 - 2x4 - 14' 6 - 2x4 - 16' Slab Foundation: 2 - 2x4 - 10' .40 treated 4 - 2x4 - 12' .40 treated 1 - 2x4 - 14' .40 treated 2 - 2x4 - 16' .40 treated 5 - 2x4 - 10' 3 - 2x4 - 12' 4 - 2x4 - 14' 4 - 2x4 - 16' Header: 2 - 2x6 - 10' HF #2 btr. 1 - 2x8 - 8' HF #2 btr. 4 - 2x12 - 10' HF #2 btr. 2 - 4'x8' slits. 1/2" CDX plywd. PREFABRICATED TRUSS RAFTER OPTION Beams: 4 - 2x12's - 12' Hem -Fir #2 or btr. or A. Set one truss rafter upside down on top of top plates 2 - I 3/4"x l l 7/8" 12' Micro -Lams and flip it up and anchor it to plates. Si l l Seal: 120 L.F. B. Set trusses one at a time and keep plumb by nailing Wall Sheathing: 35 shts. 4'xB'- 25/32" insul. shtg. 2x4 across top of trusses. Corner Bracing: 5 - ix4 - 12' EAVE FRAMING, ROOFING, AND SIDING A. Add gable end studs, eave blocking and any other framing that is called for on plan. B. Apply roof sheathing, starting at bottom end of rafter. (stagger joints) Check plan to find out how far roof sheathing is to extend out of gable ends. C. Apply roof shingles 15 lb. felt over "base starter course" which shall have 3/4" extension beyond trim. Excess shingle length should be cut off on inward side. D. Apply 15 lb. felt over wall sheathing. Start siding at bottom and level. Check every third course and stagger joints. Trim at eaves and corners. Install doors and windows and apply trim. E. Paint or stain siding and trim as desired. DESIGN LOADS A. This structure is designed to withstand a live load of 40 pounds per square foot. B. Size of footings shown are based on a soil bearing pressure of 2000 P.S.F. Uplift has not been considered in the design of this foundation. C. All concrete shall reach a compressive strength of 3000 P.S.I. in 28 days. 3500 P.S.I. air entrained concrete is recommended for sidewalks, exterior slabs, stair etc. D. All lumber 2x6 and larger shall be hem -fir #2 or equal having a modulus of elasticity (E) of 1,400,000 P.S.I. and a fiber in bending stress (Fb) of 1150 P.S.I. E. Written dimensions take precedence over scale dimensions. F. While every attempt has been made to avoid mistakes in the preparation of this plan, the maker cannot guarantee against human error. The builder must check all dimensions, details, and quantities of materials, and must be responsible for same. Please report any errors or omissions to Complete Planning Services P.O. Box 520, St. Cloud, MN 56302 ROOF FRAMING Trusses: 13 - 5/12 - 26' Span common trusses 2 - 5/12 - 26' DTC Gable end truss Rafters: 7 - 2x6 - 10' HF #2 btr. Stiffback 4 - 2x4 - 14' Ribbon: 12 L.F. 2x8 HF #2 btr. Ladder Framing: 10 - 2x4 - 12' Fly Rafters: 3 - 2x4 - 16' 1 - 2x4 - 12' 1 - 2x4 - 10' 1 - 2x4 - 8' Roof Sheathing: 34 shts. 4'x8' - 5/8" CDX plywood or O.S. bd. Subfascia: 5 - 2x4 - 12' Ribbon: 5 - 2x4 - 12' Lookouts: 45 L.F. 2x4 Fascia: 12 - 7/8"x6"-12' cedar Soffit: 6 sheets 4'x8' - 3/8" cedar plywood Frieze Bd.: 138 L.F. 7/8"x2" cedar ROOF COVERING Ice & Water Barrier Underlayment: 180 S.F. 15# Roofing Felt: 1031 S.F. Starter Roll: 60 L.F. Asphalt Shingles- 1031 S.F. It squares 33 bundles FOOT P S I POUNDS PER FOOTING SQUARE INCH GAUGE PT PAINT GALVANIZED Q.T. QUARRY TILE GALVANIZED IRON R RISERS - STAIR GLASS R A RETURN AIR GYPSUM RAD RADIUS HOSE BIBB R D ROOF DRAIN HOLLOW CORE REF REFRIGERATOR HARDWOOD REINF REINFORCING HOLLOW METAL REOD REQUIRED HEIGHT RM ROOM HEATER 0 ROUND INSIDE DIAMETER R.O. ROUGH OPENING INSULATION S SINK INTERIOR S.A. SUPPLY AIR JOINT S.C. SOLID CORE KITCHEN SIM SIMILAR LAMINATED SPEC SPECIFICATION LAVATORY S_S.SINK STAINLESS STEEL LIGHT SINK LIGHTWEIGHT CONCRETE STL STEEL BLOCK STOR STORAGE LINEN STRUCT'L STRUCTURAL MATERIAL SUSP'D SUSPENDED MAXIMUM T TREAD OR TREADS MECHANICAL TELE TELEPHONE MEDICINE CABINET T.O.F. TOP OF FOOTING MIN MUM T.O.P. TOP OF PLATE MOULDING T.O.W. TOP OF WALL MASONRY OPENING T & G TONGUE AND GROOVE MULLION THRU THROUGH NOT IN CONTRACT TV TELEVISION NOMINAL TYP TYPICAL NOT TO SCALE V A T VINYL ASBESTOS TILL ON CENTER V.B. VINYL BASE OUTSIDE DIAMETER VERT'L VERTICAL OPENING W/ WITH PLATE WD WOOD PLASTIC LAMINATE WOW WINDOW PLASTER W H WATER HEATER PLUMBING W/O WITHOUT PLYWOOD WP WATERPROOF POUNDS PER WT WEIGHT SQUARE FOOT WWM WELDED WIRE MESH SIDING Siding: 36 Shts. 4'x8' - 5/8" cedar plywood Battens: 27 - 7/8"x2 - 6' cedar 64 - 7/811x2 - 8' cedar 13 - 7/8"x2 - 10' cedar 8 - 7/6"'x2 - 14' cedar 'Trim- 8 - 7/F"x4"- 9' cedar 20 - 7/6"x4'- 8' cedar 1 - 7/6"x6"- 8' cedar (@ louver) 2 - 6"x6" - 12' cedar (@ louver) O.H. Dr. Trim: 6 - Ix6 - 8' cedar 6 - 1x2 - 8' cedar (dr, stop) METALS 142 L.F. - Galy, metal roof edge 53 L.F. - Flashing (siding) 38 L.F. - Drip cap 37 Each - Rafter Ties 205 Each - "H" Panel Clips HARDWARE 30 - 1/2" dia. Anchor bolts 40 lbs. - 16d CC sinker nails 30 lbs. - 8d CC sinker nails 20 lbs. - 1 1/4" Galy. roofing nails 10 lbs. - 1 1/2" Galy. roofing nails 15 lbs. - 8d GaIv. box nails 10 lbs. - 8d Aluminum nails 1 lb. - 16d Casing nails LOUVER 1 - 24"x37" Redwood arched louver _with screen back 2 - 6" x6" Cedar brackets WINDOWS AND DOORS Windows: 2 Wndws. "Crestline" Crestclad - #CAW1-402011 awning Note: Provide single glazing and insect screens. Windows to be Crestline Windows Wausau, Wisconsin Door Frames and Doors: 2 Ext. 9'-0 x 7'-0 overhead dr, with hardware & weatherstripping 1 Ext. 2'-8 r, 6'-8 service door 1 2'-S Aluminum threshold Note- Flashing; caulking; paint; nails and hardware and all masonry construction to be to be furnished as shown on drawings. While every attempt has been made in the preparation of this material list to avoid mistakes, Complete Planning Services cannot guarantee against human errors. The contractor must check all quantities, etc. and be responsible for same. Due to the different practices of contractors, variation in climatic conditions, different covering capacities of paints, wide range of hardware requirements and various local building codes and practies, no attempt has been made to figure items such as screws, paint, caulking, flashing, or hardware. C PO • • • OESM • • ORAFTM - NOTEI DIMENSIONS TO TAKE PREFERENCE OVER SCALE, ANY FORM OF MECHANICAL ON PHYSICAL REPRODUCTION OF HEBE PLANS IE PROHIIITES. I.C. RL RC'ION RBRINST THE C ORIER UNDER COvrR[BHT AND vLRBENISN LAW. THESE ORRNINBS ARE SUBJECT TO CHRHSE ROEOROINS TO LOCAL CODES, aULOJINB RESUI RE ME NTS AND SITE CONDITIONS. O O 0 � d � O cn O (D Irm, design SHEET OF Gi.