SEAGATE HOMES, LLC. RESERVES THE RIGHT TO MAKE MODIFICATIONS TO FLOOR PLANS, DIMENSIONS, MATERIALS, AND SPECIFICATIONS WITHOUT NOTICE. THESE DRAWINGS ARE FOR THE PURPOSE OF CONVEYING AN ARCHITECTURAL CONCEPT ONLY. SEAGATE HOMES, LLC.. HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF SEAGATE HOMES, LLC, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT.
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PALM COAST, FLORIDA, 32164
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185 CYPRESS POINT PKWY
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TEL (386) 445-9009
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FAX (386) 445-9004
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ELEVATION
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THE WILLOW
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GARAGE
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SIGNED:
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SIGNED:
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I/WE DO HEREBY CERTIFY THAT (I/WE) HAVE REVIEWED THESE PLANS FOR ACCURACY AND THAT ALL OPTIONS AND CHANGES (I/WE) HAVE AGREED TO IN WRITING ARE CORRECT AS SHOWN. TELEPHONE, T.V., ELECTRICAL OUTLETS, THERMOSTAT & LIGHT FIXTURE LOCATIONS AND OTHER DETAILS ARE SHOWN AS (I/WE) HAD SPECIFIED. ALL QUESTION (I/WE) MAY HAVE HAD BEEN ANSWERED TO (MY/OUR) SATISFACTION..
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DATE:
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DATE:
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PROJ. NO.
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CHECKED BY:
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DRN BY:
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CREATE DATE:
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INCL. ADDN'S
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EDITED
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1-3
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BGAZZOLI
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DON BOLDEN,P.E. FLORIDA REGISTRATION #47524 CERTIFICATE OF AUTHORIZATION #26030 P.O. BOX 530783 DEBARY,FL 32753
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REVISIONS
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DATE:
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NO.:
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BY:
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DESIGN PROFESSIONAL APPROVAL SEAL:
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CITY/COUNTY APPROVAL STAMP:
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STEEL TUB W/ TILE SURROUND
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8'-0" CLG
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8'-8" RECESSED CLG
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8'-0" CLG
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8'-0" CLG.
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5 SHELVES
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45" HIGH KNEE WALL W/ GRANITE CAP & TEMP. GLASS ABOVE
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TB
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TP
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ROD & SHELF
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COMFORT
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WALK-IN SHOWER
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ROD & SHELF
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MIR
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MIR
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(2) 2x10 HEADER SUPPORTED BY (2) 2x4 JACK POST WITH (2) 2X4 FULL LENGTH STUDS ADJACENT. USE (1) HTT4 AT BOTTOM OF EACH JACK POST AND (2) MSTA24 FROM POST TO HEADER ON EACH SIDE AND (2) MTS-12 FROM HEADER TO TRUSS.
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6" WALL
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41"H (2X6) KNEE WALL
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RAISED BAR WITH (2) UNDER COUNTER BRACKET SUPPORTS.
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FRAMER TO PACK OUT ARCH TO FACE OF REFRIGERATOR WALL (SEE DETAIL "C" ON SHEET 4.1 DTL)
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FRAMER TO PLACE STUDS 2'-10" SET AHEAD FROM EACH SIDE FOR OUTLETS
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22" X 16" BLOCK BASE w/ 12" X 20" FRAME COLUMN ABV. (SEE ELEVATION FOR BASE HT.)
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ARCH OPENING TOP @ 7'-8" SPRING @ 7'-0"
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45" HIGH WALL
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ARCH OPENING TOP @ 7'-8" SPRING @ 7'-0"
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ARCH OPENING TOP @ 7'-8" SPRING @ 7'-0"
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8'-0" CLG
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TB
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TP
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22 " x 30" 12" x 30" ATTIC ACCESS FIELD LOCATE IN TRUSS BAY.
PROVIDE 2" DIAM. DRAIN IN WALL FOR WATER SOFTENER LOOP. DRAIN TO BE MIN. 24" A.F.F. (DRAIN TO BE CAPPED AND SEALED)
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INSTALL SHAMPOO SHELF @ APPROX. 48" A.F.F.
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INSTALL SHAMPOO SHELF @ APPROX. 48" A.F.F.
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UNDER MOUNT SINK
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UNDER MOUNT SINK
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UNDER MOUNT SINK
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INSTALL 12"D x 18"H TILED SHOWER BENCH w/ GRANITE TOP
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S.F. SUMMATION
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GARAGE
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ENTRY
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COV'D LANAI
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TOTAL UNDER ROOF
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FIRST FLOOR LIV.
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438 SQ.FT.
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35 SQ.FT.
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162 SQ.FT.
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2208 SQ.FT.
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2843 SQ.FT.
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1. ALL EXTERIOR DIMENSIONS ARE FROM FACE OF 7-5/8" CMU TO FACE OF STUDS & ALL EXTERIOR DIMENSIONS ARE FROM FACE OF 7-5/8" CMU TO FACE OF STUDS & FROM FACE OF STUDS TO FACE OF STUDS (TO BE 16" O.C.), UNLESS NOTED OTHERWISE (U.N.O.). ALL INTERIOR DIMENSIONS ARE TO FACE OF FURRING TO FACE OF OF STUD OR FACE OF FURRING, UNLESS NOTED OTHERWISE (U.N.O.) 2. MASONRY CONTRACTOR TO VERIFY OPENINGS PRIOR TO CONSTRUCTION. MASONRY CONTRACTOR TO VERIFY OPENINGS PRIOR TO CONSTRUCTION. 3. ALL CLOSET CEILING TO MATCH BEDROOM CEILING HEIGHT, UNLESS NOTED OTHERWISE ALL CLOSET CEILING TO MATCH BEDROOM CEILING HEIGHT, UNLESS NOTED OTHERWISE (U.N.O.). 4. ALL INTERIOR DOORS TO BE 6-PANEL, UNLESS NOTED OTHERWISE (U.N.O.). ALL INTERIOR DOORS TO BE 6-PANEL, UNLESS NOTED OTHERWISE (U.N.O.). 5. ALL EXTERIOR DOORS TO BE 6-PANEL, UNLESS NOTED OTHERWISE (U.N.O.). ALL EXTERIOR DOORS TO BE 6-PANEL, UNLESS NOTED OTHERWISE (U.N.O.). 6. ALL TOWEL BARS TO BE 5'-0"AFF, UNLESS NOTED OTHERWISE (U.N.O.). ALL TOWEL BARS TO BE 5'-0"AFF, UNLESS NOTED OTHERWISE (U.N.O.). 7. " " INDICATES ROUNDED CORNERS. " " INDICATES ROUNDED CORNERS. 8. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE P. T. 9. ALL TILE IN SHOWERS & TUB SURROUND SHALL HAVE DURA ROCK BACK BOARD. ALL TILE IN SHOWERS & TUB SURROUND SHALL HAVE DURA ROCK BACK BOARD. 10. OFFSET EXTERIOR STUD WALLS " IN SO THE SHEATHING WILL BE FLUSH WITH THE OFFSET EXTERIOR STUD WALLS " IN SO THE SHEATHING WILL BE FLUSH WITH THE 12" IN SO THE SHEATHING WILL BE FLUSH WITH THE EDGE OF THE SLAB. 11. " GYPSUM DRYWALL PROVIDED THROUGHOUT INCLUDING SEPARATION BETWEEN GARAGE 12" GYPSUM DRYWALL PROVIDED THROUGHOUT INCLUDING SEPARATION BETWEEN GARAGE AND RESIDENCE & ATTIC ACCESS. 12. PROVIDE 26 GA. METAL DUCTWORK OR DUCTBOARD IN GARAGE ONLY. PROVIDE 26 GA. METAL DUCTWORK OR DUCTBOARD IN GARAGE ONLY. 13. DOOR FROM RESIDENCE TO GARAGE SHALL BE 20 MINUTE FIRE RATED, MASONITE DOOR. DOOR FROM RESIDENCE TO GARAGE SHALL BE 20 MINUTE FIRE RATED, MASONITE DOOR. 14. GARAGES BENEATH HABITABLE ROOMS ABOVE ARE TO BE SEPARATED BY NOT LESS GARAGES BENEATH HABITABLE ROOMS ABOVE ARE TO BE SEPARATED BY NOT LESS THAN " TYPE 'X' GYPSUM DRYWALL. 58" TYPE 'X' GYPSUM DRYWALL. 15. PROVIDE A MINIMUM OF 4 INCHES AROUND AIR HANDLING UNITS PER FRC M1601.3.3. PROVIDE A MINIMUM OF 4 INCHES AROUND AIR HANDLING UNITS PER FRC M1601.3.3. 16. PROVIDE WIND BORNE DEBRIS PROTECTION FOR ALL EXTERIOR OPENINGS TO MEET PROVIDE WIND BORNE DEBRIS PROTECTION FOR ALL EXTERIOR OPENINGS TO MEET CURRENT BUILDING CODE. STORE IN GARAGE AS NOTED. 17. PROVIDE SOLID BLOCKING IN BETWEEN WALLS WHERE UPPER CABINETS ARE SHOWN. PROVIDE SOLID BLOCKING IN BETWEEN WALLS WHERE UPPER CABINETS ARE SHOWN. 18. MASON TO SHORE ANY PRE-CAST LINTEL OVER 14'-0" IN LENGTH PRIOR TO LINTEL MASON TO SHORE ANY PRE-CAST LINTEL OVER 14'-0" IN LENGTH PRIOR TO LINTEL PUMP. 19. ALL WINDOWS TO BE CLEAR GLASS U.N.O. ALL WINDOWS TO BE CLEAR GLASS U.N.O. 20. WASHING MACHINE STAND PIPE SHALL NOT EXCEED 39" IN HEIGHT WASHING MACHINE STAND PIPE SHALL NOT EXCEED 39" IN HEIGHT 21. ALL EXTERIOR BLOCK WALLS ARE SHEAR WALLS ALL EXTERIOR BLOCK WALLS ARE SHEAR WALLS 22. SAFETY VENT LATCHES ON ALL OPERABLE WINDOWS WITH SILLS BELOW 24" A.F.F.SAFETY VENT LATCHES ON ALL OPERABLE WINDOWS WITH SILLS BELOW 24" A.F.F.
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GYP BOARD
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(FINISH PER
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2x NAILER
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(TYPICAL)
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(TYPICAL)
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(TYPICAL)
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ROUND WASHERS
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AHU-MAINTAIN
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WITH 1-1/2"
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ALL-THREAD
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3/8" MIN
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TRUSS
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COMMON
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C-CHANNEL STRUT SYSTEM
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BOTTOM CHORD
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OF TRUSS (TYP)
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SCALE:
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N.T.S.
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2x4 BLOCKING OR 1" UNISTRUT (2) 150 lb MIN DEAD LOADS HAVE BEEN ADDED TO TRUSS BOTTOM CHORDS FOR WEIGHT OF AHU
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GENERAL NOTES)
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MANUF.
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RECOMMENDED
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FILTER CLEARANCE
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PROVIDE 30"x30" CLEAR SPACE FOR SUPPLY/RETURN AIR DUCTS EACH SIDE UNIT TO BE RADIUS HEELS (TYP.)
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* SEE SHEET 0.1-GN FOR DOOR ROUGH OPENING SIZES. * ALL OUTSWING DOORS ON EXTERIOR BLOCK WALLS TO HAVE RECESSED HEADERS. * HEADER NOTED FOR INT. BEARING WALL ONLY. FIELD TO PROVIDE (2)-2x4 MIN. HEADERS OR LARGER TO FIT OPENING.
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NOMINAL HEIGHT
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F=FILLED WITH GROUT/U=UNFILLED/S=SOLID
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QUANTITY OF #5 FIELD ADDED REBAR AT BOTTOM OF LINTEL CAVITY
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QUANTITY OF #5 FIELD ADDED REBAR AT TOP
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LENGTH
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NOMINAL WIDTH
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1.) WIND EXPOSURE - CATEGORY (C) (NO WIND BORNE DEBRIS PROTECTION REQ.) 2.) ULTIMATE WIND SPEED - 139 MPH / NOMINAL WIND SPEED 108 MPH 3.) WIND IMPORTANCE FACTOR - 1.0 4.) INTERNAL PRESSURE COEFFICIENT - .18 5.) MAXIMUM PRESSURE FOR COMPONENTS AND CLADDING: 29.7 P.S.F./-39.6 P.S.F. UNLESS NOTED OTHERWISE 6.) SINGLE FAMILY RESIDENCE TO BE RISK CATEGORY II
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ROOF LIVE LOAD IS 20PSF (TILE ROOF 30 PSF) FLOORS LIVE LOAD IS 40 PSF. BALCONIES, DECKS AND STAIRS LIVE LOAD IS 60 PSF.
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THIS STRUCTURE MEETS OR EXCEEDS THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH ADDITION (2020).
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2" PACK OUT BY FRAMER TO MATCH WIDTH OF BASE COLUMN. SEE SHEET 5.0 EL
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SCALE: 1/4"=1'-0" 24 x 36 SHEET
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SCALE:
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N.T.S.
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BREAKER BOX
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CMU BLOCK
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CMU BLOCK
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GYP. BD
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2x P.T. BLOCKING
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ACCESS FOR GROUND WIRE ATTACHMENT
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MASON TO SHORE UP ANY PRE-CAST OVER 14'-0" PRIOR TO PUMP.
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POS LEFT FRONT *OVERHEAD* REMOTE SERVICE DUE TO GARAGE ORIENTATION
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EXPOSURE - C
Reviewed for Code Compliance: 6/14/2021, PERMIT #: 2021060268
