FIRST FLOOR LIVING2100.0 SQ FT
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Transcript of FIRST FLOOR LIVING2100.0 SQ FT
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FIRST FLOOR LIVING......................2100.0 SQ FT
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GARAGE...........................................672.0 SQ FT
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COVERED PORCH (FRONT)..............110.0 SQ FT
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TOTAL CONSTRUCTION..................4982.0 SQ FT
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TOTAL FINISHED LIVING.................4200.0 SQ FT
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%%UBASEMENT SQ. FT. DATA
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PAGE 2 CRAWL FOUNDATION PLAN
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PAGE 3 BASEMENT FOUNDATION PLAN
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PAGE LEGEND:
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PAGE 1 GENERAL NOTES & ELEVATIONS
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PAGE 4 FIRST FLOOR PLAN W/ WIND BRACING
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SCALE: 1/8" = 1'-0"
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%%URIGHT ELEVATION
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10
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12
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7'-10" HDR
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SCALE: 1/8" = 1'-0"
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%%ULEFT ELEVATION (SIDE LOAD)
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9'-1 1/2"
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8'-1 1/2" (BONUS RM)
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SCALE: 1/4" = 1'-0"
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%%UFRONT ELEVATION (SIDE LOAD)
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SCALE: 1/8" = 1'-0"
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%%UREAR ELEVATION
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12
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12
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12
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DON MAYER- DESIGNER
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410 N WEST ST, CULPEPER, VA 22701
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C MAY 11, 2020 SHEET 1 OF 6 ED
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DRAWING FILE: C:\DWG\DO\BOYCE-STONERIDGE.DWG
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CULPEPER COUNTY, VA
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DRAWINGS BY: DESIGN OPTIONS INC (540) 825-4656
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%%USTONERIDGE MODEL
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%%USTONERIDGE MODEL
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RAILING NOT REQUIRED
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WHEN WALKING SURFACE IS
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LESS THAN 30" FROM GRADE
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FOR 36" BEYOND WALKING SURFACE
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STEPS PER GRADE
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DECORATIVE GABLE END VENTS
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10
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12
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ARCHITECTURAL SHINGLES
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CONTINUOUS RIDGE VENTS
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VINYL SIDING
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8" FRIEZE BOARD
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2" MANUFACTURED STONE
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FLASHING & STONE CAP
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VINYL SHAKE SIDING
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DECOR. VENT
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12
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12
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SHINGLED ROOF BROW
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PAGE 6 TYPICAL SECTIONS
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OPT. BSMNT
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%%uNOTE:
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BASEMENT DOOR & WINDOW SIZES &
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LOCATIONS TO BE DETERMINED
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PER FINAL GRADE
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UN-FINISHED BASEMENT...............2100.0 SQ FT
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PROVIDE GUARD RAIL W/O DECK OPTION
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PAGE 5 ROOF LAYOUT & TYPICAL DETAILS
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BUILDING CODE: 2015 VA RESIDENTIAL CODE INSULATION CODE: AS PER CHAPTER 11, TABLE N1102.1.2 (R402.1.2) 1. ANY REPRODUCTION OF THESE PLANS WITH OUT PERMISSION IS A VIOLATION OF COPYRIGHT LAWS. COPIES OF THESE PLANS ARE AVAILABLE FROM DESIGN OPTIONS Inc. (540) 825-4656. 2. THESE PLANS AND SPECIFICATIONS MUST BE REVIEWED PRIOR TO THE START OF CONSTRUCTION AND FOLLOWED BY THE CONTRACTORS AND HIS AGENTS. ESTABLISHMENT AND VERIFICATION OF ALL ON-SITE CONDITIONS IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY DEVIATIONS MUST BE APPROVED BY THE BUILDING INSPECTOR AND THE DESIGNERS. THE DESIGNERS ASSUME NO RESPONSIBILITY OR LIABILITY FOR ANY STRUCTURE THAT IS NOT CONSTRUCTED UNDER HIS DIRECT SUPERVISION. 3. ALL WORK SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES WHETHER SHOWN ON PLAN OR NOT. 4. ELECTRICAL AND PLUMBING SERVICES SHALL BE INSTALLED ACCORDING TO LOCAL, STATE, AND FEDERAL BUILDING CODES. 5. FOUNDATION WALL FOOTING WIDTH, DEPTH, & REINFORCEMENT TO COMPLY WITH R403.1 : (3000 PSI CONCRETE PER R402.2). CARRY ALL FOOTINGS TO UN-DISTURBED SOLID BEARING & TO CONFORM WITH FROST LINE REQUIREMENTS. DRAIN TILE TO COMPLY W/ R405.1 6. FOUNDATION WALL REINFORCEMENT & BACKFILL TO COMPLY WITH TABLE R404.1.1 FOUNDATION DAMP PROOFING TO COMPLY WITH R406.1 MINIMUM COMPRESSIVE STRENGTH: CONCRETE PER R402.2 (SEVERE) MANUFACTURED PRE-CAST FOUNDATION PER R402.3, MASONRY PER R402.4 7. PROVIDE SOLID C.B. COURSE BEARING AT MASONRY WALLS FOR JOISTS, BEAMS, & LINTELS WITH 4" MIN. BEARING FOR WOOD & 6" FOR STEEL. 8. CONCRETE SLABS 3500 PSI (PER R402.2) MIN. 4" CONCRETE WITH 6x6-10-10 WWM OR FIBERGLASS REINFORCEMENT. GRAVEL UNDER SLAB FILL SHALL NOT EXCEED 24" WITHOUT ENGINEERING. 9. PROVIDE 1/2" GALV. ANCHOR BOLTS (EMBED: 7" MIN.) FOR SECURING WOOD SILL PLATES TO MASONRY/CONCRETE: 6'-0" MAX - 12" FROM CORNERS. (PER R403.1.6) 10. LUMBER TO BE S.P.F. CONSTRUCTION GRADE OR BETTER UNLESS OTHERWISE NOTED. PRESSURE TREATED LUMBER: ALL SCREWS & NAILS TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. ALL HARDWARE (HANGERS, ANCHORS) TO BE GALVANIZED WITH 1.85 OZ/SF OF ZINC OR STAINLESS STEEL. 11. FLOOR JOISTS AS NOTED - BRIDGING AT ALL MID-SPANS, FOR ENGINEERED JOISTS REFER TO MNFR SPECS FOR FULL INSTALLATION INSTRUCTIONS 12. FRAMING 16" O.C. UNLESS OTHERWISE NOTED. ALL EXTERIOR WALLS TO BE WIND BRACED IN ACCORDANCE WITH SECTION R602.10, HEADERS PER R602.7(1) OR R605.7(2), JACK STUDS PER R602.7.5, RAFTERS PER R802.4.1, CEILING JOISTS PER R802.5, TRUSSES PER R802.10.1, FLOOR & ROOF SHEATHING PER R503.2.1.1(1), ROOF ICE SHIELD & UNDERLAYMENT PER R905.2.7 & R905.2.7.1 13. FLOOR LOADING: LIVE 30/40 DEAD 10 DECK LOADING : LIVE 40 DEAD 10 STAIR LOADING : LIVE 40 DEAD 10 GARAGE LOADING: LIVE 50 DEAD 10 ATTIC LOADING: LIVE 10/20/30 DEAD 10 ROOF LOADING: LIVE 30 DEAD 17 WIND PRESSURE: NOMINAL 90 MPH ULTIMATE 115 MPH (3 SEC GUST) SEISMIC ZONE: B LATERAL SOIL PRESSURE: 45 PCF WEATHER: SEVERE FROST LINE: 24" GROUND SNOW LOAD: 30 P.S.F. SOIL BEARING VALUE: 1500 P.S.F. (ASSUMED) 14. ALL DECKS & PORCHES TO COMPLY WITH SECTION R507 AND/OR COUNTY DECK DETAIL PACKAGE. POST TO BEAM ATTACHMENTS TO COMPLY WITH R507.7.1, FLOOR ELEVATIONS TO COMPLY WITH SECTION R311.3.1, ALL STAIRWAYS TO BE ILLUMINATED PER R303.7 15. DUCT INTERIOR BATHS TO EXTERIOR, KITCHEN AS REQ'D. 16. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC WITH NO LESS THAN 1/2" D.W. APPLIED TO GARAGE SIDE. GARAGES BELOW HABITABLE ROOM SHALL BE SEPARATED WITH 5/8" TYPE "X" DRYWALL ON CEILING AND 1/2" D.W. ALL OTHER WALLS, PER TABLE R302.6 17. FIREPLACE COMBUSTION AIR TO COMPLY W/ R1006.1, AIR SPACE CLEARANCE TO COMPLY W/ R1001.11 AND/OR R1003.18, AND CHIMNEY TERMINATION TO COMPLY WITH R1003.9 18. DOOR & WINDOW GLAZING TO BE MINIMUM 0.35 U-FACTOR AND 0.40 SHGC WINDOW & DOORS TO BE READ AS FOOT/INCHES (I.E. 30 68 = 3'-0" x 6'-8") EGRESS WINDOWS TO COMPLY WITH R310.1.1: CLEAR OPENING 5.7 SQ FT, EXEMPTION- GRADE FLOOR 5.0 SQ FT
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%%uGENERAL CONSTRUCTION NOTES
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FIRST FLOOR LIVING......................2100.0 SQ FT
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GARAGE...........................................672.0 SQ FT
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COVERED PORCH (FRONT)..............110.0 SQ FT
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TOTAL CONSTRUCTION..................2882.0 SQ FT
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TOTAL FINISHED LIVING.................2100.0 SQ FT
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%%UCRAWL SQ. FT. DATA
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SCALE: 1/8" = 1'-0"
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%%UFRONT ELEVATION (FRONT LOAD)
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7'-10" HDR
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SCALE: 1/8" = 1'-0"
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%%ULEFT ELEVATION (FRONT LOAD)
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9'-1 1/2"
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10
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12
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8'-1 1/2" (BONUS RM)
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OPT. DECK
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OPT. 3'x2' FRAMED CHIMNEY W/ ZERO CLEARANCE FLUE
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OPT. FINISHED BONUS ROOM.........380.0 SQ FT
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OPT. REAR DECK.............................192.0 SQ FT
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OPT. FINISHED BONUS ROOM.........380.0 SQ FT
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OPT. REAR DECK.............................192.0 SQ FT
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30 68
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28
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28
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(2) 28 62 EGRESS
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(2) 2"x12" HDR (TYP)
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28 62 EGRESS
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(2) 2"x12" HDR (TYP)
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28 62 EGRESS
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24 42 TEMP
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24
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24
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16
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LIN
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16
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LIN
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26
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26
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26
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26
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28 42
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7'-10" HEADER HGT (TYP)
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28 52
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28 52
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16'x8' GARAGE DOOR
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(3) 14" LVL (VERIFY)
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24
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20
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28 52
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28 52
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30 68 W/ (2) 12"
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TEMP S/L & TRANSOM
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20 42 TMP
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(2) 2"x12" HDR (TYP)
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28 62 EGRESS
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REF
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PAN
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CAB
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D.W.
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MANUF. TRUSSES
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@ 24" O.C.
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VAULTED
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VAULTED
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30 C.O.
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16'-0" CASED OPENING (NON-BEARING)
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30
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30
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30
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%%uW.I.C.
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28
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28 46 TEMP
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%%UBATH
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28
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UP
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%%UPAN.
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28
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28 46
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30 68
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FIRE CODE
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%%UBATH
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SHOWN W/ PRACTICAL WIND BRACING
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%%UFIRST FLOOR PLAN (B- ADDS 48 SQ FT PER FLOOR)
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%%UGREAT ROOM
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VAULTED CEILING
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%%UBEDROOM #2
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9'-0" CEILING HGT (TYP)
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(2) 2"x12" HDR (TYP)
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30
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%%UMDRM-LAU.
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%%UBEDROOM #3
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%%UDINING
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%%UKITCHEN
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%%UMSTR SUITE
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%%UPORCH
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BRUSHED CONCRETE
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%%UHALL
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%%UHALL
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%%UP.R.
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ROOM TRUSSES
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@ 24" O.C.
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%%U2-CAR GARAGE
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5/8" TYPE "X" D.W. CEILING
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ACCESS
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ATTIC
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22"x30"
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SD
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CO
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SD
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CO
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SD
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SD
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SD
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P.T. 6"x6" POST WRAPPED W/ PVC TRIM
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50 14 TRANSOM
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FIRE EXTINGUISHER
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2-A:10-B: C RATED
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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3'x6'
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ISLAND
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48" VAN
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GFCI
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28
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HVAC
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STEPS PER GRADE
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42"x108"
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TILED
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SHOWER
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TEMP GLASS PER OWNER
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INSTALL 5/8" TYPE "X" DRYWALL UNDER STAIRS
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WORKBENCH
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ACCESS PANEL: W.H. & P.T. UNDER STAIRS
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1/2" DRYWALL WALLS
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(2) 2"x12" BEAM (TYP)
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SCALE: 1/4" = 1'-0"
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(2) 28 62 EGRESS
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4
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3
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2
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1
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24" RETURN PANEL
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SEE BRACED WALL CONNECTION DETAIL
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30 C.O.
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(2) 9.25" LVL (VERIFY)
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L/T
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GFCI
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DON MAYER- DESIGNER
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410 N WEST ST, CULPEPER, VA 22701
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C MAY 11, 2020 SHEET 4 OF 6 ED
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DRAWING FILE: C:\DWG\DO\BOYCE-STONERIDGE.DWG
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CULPEPER COUNTY, VA
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DRAWINGS BY: DESIGN OPTIONS INC (540) 825-4656
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%%USTONERIDGE MODEL
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%%USTONERIDGE MODEL
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WOOD STRUCTURAL PANELS (WSP) TO BE 7/16"
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OSB SHEATHING NAILED WITH 6D COMMON NAILS
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AT 6" O.C. ALL EDGES AND 12" O.C. ALL INTERMEDIATE.
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%%uNAILING AND SHEATHING REQUIREMENTS:
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CONTINUOUS STRUCTURAL PANELS (CS-WSP) TO BE 7/16"
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20'-0" WSP PROVIDED
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%%uBRACED WALL LINE FOUR:
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4
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%%uBRACED WALL LINE THREE:
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%%uBRACED WALL LINE TWO:
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REQUIRES 13.2' BRACING
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%%uBRACED WALL LINE ONE:
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3
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2
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1
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REQUIRES 15.4' BRACING
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REQUIRES 15.4' BRACING
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FRONT LOAD: 19'-6" CS-WSP PROVIDED
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REQUIRES 13.2' BRACING
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18'-0" CS-WSP PROVIDED
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FRONT LOAD: 18'-0" CS-WSP PROVIDED
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CONT. SHEATHED PORTAL FRAME (CS-PF)
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SEE CS-PF DETAIL
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NON-BRACED WALLS
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CALCULATIONS INCLUDE ADJUSTMENTS FOR:
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9'-0" WALL HEIGHT
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2 BRACED WALL LINES PER PLAN
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ONE STORY STRUCTURE EXPOSURE CATEGORY B
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20'-0" ROOF TO RIDGE HEIGHT (ROOF ONLY)
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BUILDING CODE: 2015 VA RESIDENTIAL CODE *PLAN REVIEW SHALL COMPLY WITH THE RESPECTIVE BRACING TYPE SECTION *ALL WALLS SHALL BE CONTINUOUSLY SHEATHED UNLESS NOTED OTHERWISE *CS-WSP AND CS-PF PANELS LOCATION AS SHOWN ON PLANS *ALL OTHER BRACING TYPES WILL BE NOTED OTHERWISE *CS-PF SHALL COMPLY WITH FIGURE r602.10.4 CLASSIC WIND BRACING: DESIGNED PER SECTION r602.10 REQUIRED BRACING PER BWL SHALL COMPLY WITH r602.10.3(1) WALL HEIGHT ADJUSTMENTS SHALL COMPLY WTH r602.10.3(2) MINIMUM BRACED PANEL LENGTH NEXT TO OPENING SHALL COMPLY WITH r602.10.5 PRACTICAL WIND BRACING: DESIGNED PER SECTION r602.12 REQUIRED LENGTH OF BRACING PER BWL SHALL COMPLY WITH r602.12.4 *WALL HEIGHT ADJUSTMENT PER FOOTNOTE "C" MINIMUM CS-WSP PANEL LENGTH NEXT TO OPENING SHALL COMPLY WITH r602.12.2 NARROW PANELS SHALL COMPLY WITH r602.12.6 CS-PF LENGTHS PER r602.10.5
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%%UWIND BRACING DESIGN
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30 68
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16'x8' GARAGE DOOR
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ROOM TRUSSES
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@ 24" O.C.
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%%U2-CAR GARAGE
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5/8" TYPE "X" D.W. CEILING
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1/2" DRYWALL WALLS
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SIDE LOAD: 19'-6" CS-WSP PROVIDED
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SIDE LOAD: 18'-0" CS-WSP PROVIDED
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28 52
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%%UOPT. FRONT LOAD GARAGE
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SCALE: 1/4" = 1'-0"
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7'-10" HEADER HGT (TYP)
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(2) 2"x12" HEADER (GABLE END)
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%%UOPT. DECK
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P.T. DECKING
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SIDE LOAD GARAGE DOOR WALL: 2"x 6" STUDS @ 16" O.C. (HEADER SPACE)
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2"x4" STUD EXTERIOR WALLS (TYPICAL)
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80 80 SLIDER (VERIFY R.O.)
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COMBUSTION AIR TO COMPLY
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WITH SECTION R1006.1
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GAS F/P
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PRE-FAB
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OPT.
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DN
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28
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LANDING
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28 62 EGRESS
