GARAGE MAIN FLOOR PLAN

Transcription

1 7'-0" 0 year architectural asphalt shingles and horizontal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on 24" and framing is 2" x 6" on 16" centers. 20'-0" '-0" 8'-0" 20'-0" 16'-0" A To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expence and responsibility. The contractor shall verify all dimensions and enclosed drawing. SDSCAD is not liable for errors once construction has begun. While every affort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. All calculations and member sizing should be verified for your building by a certified building official. BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE #G9 0' X 40' X 14' Garage By 0'-0" '-6" 8'-6" 16'-0" '-0" 0'-6" 4'-6" WP ' CEILING HEIGHT WITH LT ABOVE LADDER TO LT ' Ceiling Height A A A 1 2'-6" '-0" '-0" '-0" 2'-6" LIVING AREA 279 0'-0" sq ft P O Box 74 Mendon, Utah John@hplans.us Page 1 Page 2 Page Page 4 Page Title Main Floor Plan Elevation Views Foundation Plan & Pictorials Framing and Details Detail Page 6'-0" 4'-0" 8'-0" 4'-0" 8'-0" 4'-0" 6'-0" GARAGE MAIN FLOOR PLAN SCALE /16"=1' 1

2 P O Box 74 Mendon, Utah John@hplans.us REAR ELEVATION LEFT ELEVATION 8/12 PITCH Triple Lab Siding over Structural Panel 14' Tall 2 x 6 Walls FRONT ELEVATION RIGHT ELEVATION REVISIONS 2

3 LT 1'-" x 19'-" 0'-0" P O Box 74 Mendon, Utah John@hplans.us 4" Concrete Floor over gravel fill, sloped 1" per 10' to door Thickened edge slab 12" x 24" LIVING AREA 281 sq ft BONUS ROOM PLAN FOUNDATION PLAN Concrete: 1. All slabs are to be 4" concrete over 4" gravel unless otherwise noted on the plans. 2. Anchor bolts shall be A-07 embedded 7" minimum into concrete or masonry grout.. All footings minimum 24" below final grade

4 P O Box 74 Mendon, Utah John@hplans.us 00 REVISIONS WALL FRAMING SECTIONS SCALE 1/16"=1' 2020 A A A 00 LADDER TO LT 00 A 9' CEILING HEIGHT WITH LT ABOVE 14' Ceiling Height GARAGE RO PRE-ENGINEERED BONUS TRUSSES WITH 24" HEAL AS SUPPLIED BY TRUSS MANUFACTURER 24" o.c. PICTORIAL VIEW 10' Tall 2 x 6 Walls 4

5 SINGLE POUR INSTALLATION HPAHD straps for all (A) Alternate Braced Wall Panels See additional detail for all () Braced Wall Panels TYPICAL ALTERNATE BRACED WALL PANEL (A) 6" MIN. THICKNESS CONCRETE WALL DISTANCE FROM EDGE STRAP TO Simpson Strong-Tie HPAHD o MAX. SPACING. BOLTS SHALL BE EMBEDDED 7" MIN. Bottom of footing to be a min of 24" below grade or as required by local code NOTE: TYPICAL DETAILS FOR BASIC CONSTRUCTION PURPOSES AND BUILDING REQUIREMENTS. GARAGES TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 4" CONC. SLAB 4" COMPACTED GRAVEL Footing and concrete wall option 1/2" ANCHOR BOLT 2" O.C. ASPHALT SHINGLES OVER 1# FELT 7/16" SHEATHING SIMPSON H1 TRUSS CLIP 1 x 6 FASCIA CDX PLYWOOD SHEAR WALL INSTALLED W/ LONG DIMENSION ACROSS STUDS. STAGGER VERTICAL JOINTS PANEL SHEATHING USED AS BRACING W/ LONG DIMENSION PARALLEL TO STUDS SIDING MATERIAL STRUCTURAL PANEL CAN ACT AS SIDING IF EXTERIOR GRADE PRE-ENGINEERED 24" O.C. 2 x 16" O.C. LEAVE 1/4" EDGES & 1/8" ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING 10d 6" O.C. AT EDGES & SEAMS AND 10d 12" O.C. IN FIELD U.N.O. ON SHEAR WALL SCHEDULE TYPICAL BRACED WALL PANEL () 12 SEE ELEV 12" MIN P O Box 74 Mendon, Utah John@hplans.us 4" CONCRETE SLAB 7/16" MIN STRUCTURAL SHEATHING VAPOR BARRIER 4" GRAVEL BASE 6" MIN. GRADE 12" X 24" DEEP CONT. CONCRETE THICKENED EDGE SLAB 2 x MUDSILL 1/2" x 10" ANCHOR BOLT EMBEDDED 7" INTO CONC. 4" CONC. SLAB OVER 4" GRAVEL Monolithic slab foundation option GARAGE TYPICAL SECTION DETAILS