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