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JASON CANNING 0
ARCHITECTURE PLANNING INTERIORS
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NEW DETACHED GARAG 0: 904.647.8690 0
C: 904.755.5589
F: 904.406.7227
BELVEDERE STREET FOR jason@canningarch.com E
50' RIGHT OF WAY PAVED PUBLIC ROAD a)
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x APPROXIMATELY 252 TOTAL SF AT AN EXISTING TWO STORY E
G1.0 COVERSHEET L PROJECT INFORMATION L ARCHITECTURAL SITE PLAN &-
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2 STORY FRAME RESIDENCE No. 132 904.755.5589
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DIAMETER MECH MECHANICAL
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PROJECT NO: 1649
DN DOWN MIN MINIMUM
DRAWN BY: HS
DWG DRAWING MISC MISCELLANEOUS
CHECKED BY: JTC
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JASON CANNING 0
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ARCHITECTURE PLANNING INTERIORS
KA 1.3 1812 Atlantic Blvd.
A 1 Jacksonville,, Florida 32207
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FRAMING NOTES C: 904.755.5589 0
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1. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE CONSTRUCTION NOTES F: 904.406.7227 lcn
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED, CONTACT THE ARCHITECT IF A. DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED. r5 jason@canningatch.com E
EQUAL CAPACITIES ARE NOT APPARENT. _0
2. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE B. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR MATERIALS.
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C. BLOCKING IN PARTITIONS SHALL BE PROVIDED IN ALL AREAS WHERE 0
0 JASON T. CANNING
REQUIRED, WHICH WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AN) CLOSED w - C
3. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. SHELVING, COAT POLES AND SHELVES, CABINETRY, TENANT SUPPLIED WALL C-D 0 3�
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MOUNTED FURNITURE SYSTEMS, COUNTERS, GRAB BARS, FIXTURES (IF ANY KIND, w
4. NAILS OR CONNECTORS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. < NEW GARAGE N�i-ji
AND MOLDINGS/TRIM. 0
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5. CONVENTIONAL FRAMING LUMBER IS 2X No.2 SYP UNLESS NOTED OTHERWISE.
D. G.C. TO VERIFY ALL DIMENSIONS IN THE FIELD. co
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E. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXL
SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.
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CONVENTIONAL FRAMING NOTES a- x r_
0 w FLORIDA LICENSE NO.AR95310
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1. OUTRIGGERS TO BE ATTACHED TO TRUSS WITH SIMPSONS H2.5A. ALL HOLES FILLED WITH 1 Od x
ROOF NOTES 3030 9H VINYL 3030 SH VINYL
NAILS WINDOW SILL 36"A.F.F. cl. WI N DOW S I LL 36"A.F.
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1. PROVIDE NEW SHINGLE ROOFING SYSTEM OVER 2 LAYERS 15# FELT TO MATCH L 4 -0 3"-6)" 31- p 3 -6 4 -0 0
EXISTING STYLE, PATTERN AND COLOR. 0
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NOTE: 2. CONTRACTOR TO PROVIDE FLASHING AT ALL FASCIA, VALLEYS, INTERSECTIONS, )_0)) -1-i
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ALL COMPONENTS FOR NEW CONSTRUCTION ARE PENETRATIONS, ETC. AS REQUIRED. -C
DESIGNED TO WITHSTAND 130 MPH. WIND LOAD 3. CONTRACTOR TO PROVIDE VENTED SOFFITS TO MATCH EXISTING STYLE.
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4. ALL METAL FASTENERS, CONNECTORS, ANCHORS AND HARDWARE THAT ARE IN �All)
LOAD TABLE CONTACT WITH PRESSURE TREATED WOOD OR EXPOSED TO MOISTURE SHALL BE C
STAINLESS STEEL (A304 OR A316) OR HOT-DIP GALVANIZED. CONTRACTOR SCALE: 1/4 If=1 1-019 CT3
SHALL VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND ME-TAL ROOF PLAN SCALE: 1/4"=V-011 E
ROOF CONNECTOR MANUFACTURER. to I _N� FLOOR PLAN L_
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LIVE LOAD: 20 PSF 0 2.5' 51 10, �A`1.0) SCALE: 1/4 1 -oil I . . . I I 1 1
0 2.5' 51 10, PROJECT TEAM 4-1
DEAD LOAD: 7 PSF C m
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CEILING CEILING PLAN NOTES. OWNER 40-
LIVE LOAD: 10 PSF A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND LOCATIONS ON BLAISE MOSLER
DEAD LOAD: 5 PSF ARCHITECTS DWGS, THE G.C. SHALL NOTIFY ARCHITECT FOR CLARIFCATION.
B. WHEN MORE THAN ONE LIGHT SWITCH OCCURS IN ONE LOCATIO% GANG ARCHITECT C
FLOOR SWITCHES TOGETHER WITH A COMMON SWITCH COVER PLATE. EXIST. FENCE JASON T. CANNING
LIVE LOAD: 40 PSF C. THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK ALL CEILING 904.755.5589
DEAD LOAD: 10 PSF HEIGHTS AND CEILING PLENUM CONDITIONS FOR CLEARANCE OF DUCT WORK, CL
DECK LIVE LOAD: 50 PSF LIGHTING, AND OTHER OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT 0
SHOWN ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE 3ROUGHT TO REBAR 4 13/16 CONTRACTOR
WIND LOADS THE ARCHITECTS ATTENTION PRIOR TO COMMENCEMENT OF WORK. FROM EDGE:) FLINT CONSTRUCTION SERVICES 0
WIND SPEED: 130 MPH D. LIGHT SWITCHES TO BE 48" A.F.F. TO CENTER LINE AND LOCATE-D A MAXIMUM RUSSELL FLINT -0
904.998.9626 (3)
EXPOSURE: B OF 6" FROM KNOB SIDE OF DOOR FRAME OR A MAXIMUM OF 6" I.ROM OPEN 904-608.0364
IMPORTANCE: 1 .0 EDGE OF DOOR.
BUILDING CATEGORY: 11 E. ELECTRICAL DESIGN AND CONSTRUCTION TO BE PERFORMED BY A LICENSED 0-
ENCLOSED BUILDING ELECTRICIAN. CL
INTERIOR PRESSURE G. G.C. TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER.
COEFFICIENT: 0.18 (D
ROOF PITCH: MATCH EXISTING CONCRETE SLAB- SEE -0
REPORT ATTACHED -0
REBAR- 1 4-1
35/811 1 T-REBAR 0
FROM 1 3" FROM
ROOF COMPONENT AND CLADDING VENTILATION REQUIRED EDGE EDGE L
DESIGN PRESSURES Vult / Va-s-d- 4-a
B AREA UNDER ROOF = 252 SQ. FT / 150 = 1.68 B DATE ISSUE
EFFEC11VE END ZONES, INTERIOR ZONES, x144 = 241 SQUARE INCHES REQUIRED 'a
AREA, SF PSF PSF 01 SEPT 2016 PERMIT
SOFFIT: 2.5" DIAMETER CIRCLE CUT INTO BLOCKING WITH INSECT SC'REEN. Lcr- - - - - __ _ _ _ _ _ T_ - - - - - - - j
0-10 17.5 -48.4 17.5 -27.8 1 REBAR 3 5/811-)
10-20 16.0 -44.6 16.0 -27.0 FREE AREA: 4.9 SQ. INJ OPENING ELECT. FROM EDGE Ic
20-50 13.9 -39.4 13.9 -26.0 CONDUIT 3:
NUMBER OF OPENINGS: 54 Cu
50-100 12.4 -35.6 12.4 -25.2 _0
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TOTAL PROVIDED SOFFIT VENT: 246.6 SQ. IN. SCALE: 1/4"=V-011 �_j
FOUNDATION PLAN 0
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WALL COMPONENT AND CLADDING SCALE: 1/4 1 -091 1 . . . . I I
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ARCHITECTURE PLANNING INTERIORS
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TOP OF PLATE ---------- TOP OF PLATE TOP OF PLATE TOP OF PLATE
EL: 10'-6"A.F.F. E L: 10'-6"A.F.F. ---------------- �T EL: 10'-6"A.F.F. --------- *EL: 1 U-13"A.F.F. F: 904.406.7227 Cl)
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FINISH FLOOR d, FINISH FLOOR FINISH FLOOR FINISH FLOOR
EL: Of-Oil -'-?'-EL: 0-011
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EAST ELEVATION ZNORTH ELEVATION WEST ELEVATION _C
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SCALE: 1/411 1 1-011 SCALE: 1/411 = 1 SCALE: 1/4" 1 1-0" SCALE: 1/4
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7/16"OSB ROOF DECK FASTENED TO 0
FRAMING WITH 8d RING SHANKS AT 6" 4-1
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2X4 LIGHT FIXTURE
HARDIE SIDING E
2X4 SYP X-BRACE AT MID SPAN OF GABLE OWNER %+0.-
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END BALLOON FRAMING AND AT 48 MOTION CENSORED WALL SCONCE GARAGE BLAISE MOSLER
EXTENDING BACK 8' FROM BALLOON END. FASTEN LATERAL BRACE TO GABLE FRAMING
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ATTACH TO END AND VERTICAL KICKER WITH (2) SIMPSON H2.5 WITH (8) 8d. DUPLEX RECEP TACLE (10
BRACES Wt(3) 16d, WHERE BERTICAL IL C
KICKERS DON'T EXIST, APPLY 2X4 No-2 SYP ARCHITECT
VERTICALS WITH (3) 16d COMMONS AT EACH 2X4X8' SYP LATERAL BRACE AT 48", APPLY(2) SWITCH JASON T. CANNING
INTERSECTIO OF PROPOSED VERTICAL AND 16d THROUGH DIAGONAL BRACE INTO EACH 904.755.5589
EXISTING RAFTERS/JOISTS. \-----=ING JOIST.
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SCALE: 1/2"=V-011 (2)2X6 2:1 (2)2Xk 2:1 (2)2X6 2:1
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ARCHITECTURAL GRADE TOP PLATE. 0
ASPHALT SHINGLES EDGE OF ALL-THREAD -#-a
(2) LAYERS 15#FELT PAPER WASHER MUSH BE WITHIN 3" 0
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12 14 FASTEN 7/16"OSI3 W/8d @ 6"O.C. OF THE HEADER KING STUD.
ON EDGES, 12"O.C. IN FIELD. TYP. FOR BOTH SIDES OF
OPENING.
B (2)2X4 NO. 2 SYP TOP PLATE
FASTENED WITH(2)ROWS 10d AT
16"O.C. STAGGERED, MINIMUM 24" DATE ISSUE
LAP WITH(12) 10d IN LAP. rill NO. 2 SYP HEADER, TYP. SEE 01 SEPT 2016 PERMIT C:
ALUMINUM DRIP EDGE PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND 0)
2X6 FACIA BOARD CRIPPLES. C:
2 1/2" DIAMETER HOLE IN
BOCKING WITH INSECT I 1 2
SCREEN. MIN (3) PER BAY
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ALL-THREAD NO
SIMPSON H2.5A _C
2x4 P.T.WOOD----- 11
STUDS @ 16"O.C. HARDIE SIDING OVER (1)JACK STUD AND(2) KING 1 ALL-THREAD CONNECTORS TO BE 1/2- DIAMETER BARS -0
VAPOR BARRIER STUDS: (6) 16d BETWEEN P'LACED AT 4' O.C. IN ALL EXTERIOR BEARING WALLS.
ADJACENT KING STUDS AND
FASTEN 7/16" OSB W/8d @ 6" O.C. ON co
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CORNER AND AT EACH INTERSECTION OF BEARING WALLS
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CONCRETE BASE PLATE w - ()
SLAB ON GRADE 1/2"0 ANCHOR BOLT WITH 2"X2"X1/8"PLATE 1/2"WEDGE ANCHORS PER 4. USE 2" SQUARE WASHERS ON ALL-THREAD AND 0 -r <
7-8.5"THICK WASHER&HEX NUT. PROVIDE ANCHOR THE TYPICAL WALL SECTION. ANCHOR BQLT.LOCATI@0%k,, w >
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PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS z
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6. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS
WALL SECtION HEADER FRAMING DETAIL BEAR ON BEAMS/HEADERS BELOW, IT IS ACCEPTABLE TO
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it 1.011 SCALE: 1/2 = 1 -011 DRILL THE THREADED RODS THROUGH THE HEADER AND PROJECT NO: 1649
SCALE: 1/2 1 FASTEN THE BOTTOM OF THE ROD WITH A 3" SQ WASHER
SCALE: 1/2"=V-011 AND NUT IN LIEU OF THREADED RODS. DRAWN BY: HS -C
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