a-22 roof plan bldg. c layout
TRANSCRIPT
SHEET
OF
REVISIONS
DATE DESCRIPTION
DRAWN BY
COMM. NO.
DATE
THIS DRAWING & IT'S REPRODUCTIONS AREINSTRUMENTS OF SERVICE, & ALL DESIGN
INFORMATION SHOWN HEREON IS PROVIDED INCONFIDENCE & REMAINS THE SOLE PROPERTY OF
LARRY W. ROBINSON, ARCHITECT. THE USE OFTHIS DESIGN & ALL INFORMATION PROVIDED
ON THIS DOCUMENT FOR ANY OTHER PURPOSEOTHER THAN THE SPECIFIC PROJECT NAMED
HEREON IS STRICTLY PROHIBITED WITHOUT THEWRITTEN CONSENT OF LARRY W. ROBINSON,
ARCHITECT.
UNAUTHORIZED ALTERATION OR ADDITION TOTHIS DOCUMENT IS A VIOLATION OF FLORIDA
STATUTES. ONLY COPIES MADE FROM THEORIGINAL OF THIS DOCUMENT, BEARING AN
ORIGINAL EMBOSSED SEAL, SIGNATURE & DATESHALL BECONSIDERED TO BE VALID COPIES.
414 north halifax avenuedaytona beach, florida 32118telephone: 386 - 252 - 0429e mail: [email protected]
LARRY W. ROBINSON, P.A.a r c h i t e c t
NOT VALID UNLESS SIGNED AND DATED
OC
EAN
S 25
TO
WN
HO
MES
Prop
osed
floo
r pla
ns fo
r
Day
tona
Bea
ch S
hore
s,
Flo
rida
JULY 20, 2020
26
1'-4" 231'-8" 1'-4"1'-
4"
50
'-0"
1'-4
"
1'-4" 24'-8" 1'-0" 20'-8" 1'-0" 9'-6" 1'-0" 8'-0" 1'-0" 9'-2" 1'-0" 20'-8" 1'-0" 3'-0" 1'-0" 20'-8" 1'-0" 9'-6" 1'-0" 8'-0" 1'-0" 9'-2" 1'-0" 20'-8" 1'-0" 3'-0" 1'-0" 20'-8" 11'-6" 8'-0" 1'-0" 10'-10" 1'-4" 10'-8" 1'-0"
3'-4
"11'
-0"
1'-4
"3
'-4"
20
'-0"
1'-4
"11'
-0"
1'-4
"
12'-0" 1'-4"
6"
6"
1'-4" 24'-8" 28'-4" 23'-0" 28'-4" 23'-0" 28'-4" 23'-0" 28'-4" 24'-8" 1'-4"
BUILDING A ROOF PLAN 1/8" = 1'-0"
SLO
PE 5
:12
SLO
PE 5
:12
SLOPE8:12
SLOPE8:12
8:12 8:12
SLOPE5:12
D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.
D.S
.D
.S.
ALUMINUM GUTTER& DOWNSPOUTS
ALUMINUM GUTTER& DOWNSPOUTS
D.S.
D.S.
D.S.
ALUMINUM GUTTER& DOWNSPOUTS
D.S.
D.S.
SLOPE8:12
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1'-4" 10'-8" 1'-4" 32'-10" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 13'-8" 1'-0" 10'-0" 1'-0" 32'-10" 1'-4" 10'-8" 1'-4"
1'-4" 231'-8" 1'-4"
3'-4
"4
8'-0
"1'-
4"
4'-0
"8
"
6'-8
"5
'-4"
20
'-0"
1'-4
"14
'-8"
1'-4" 10'-10" 1'-0" 8'-0" 1'-0" 3'-10" 1'-0" 20'-8" 1'-0" 9'-6" 1'-0" 8'-0" 1'-0" 9'-2" 1'-0" 20'-8" 1'-0" 3'-0" 1'-0" 20'-8" 1'-0" 9'-6" 1'-0" 8'-0" 1'-0" 9'-2" 1'-0" 20'-8" 1'-0" 3'-0" 1'-0" 20'-8" 1'-0" 9'-6" 1'-0" 8'-0" 1'-0" 10'-10" 1'-4"
3'-4
"12
'-0"
2'-0
"4
'-0"
20
'-0"
1'-4
"8
'-8"
1'-4
"
3'-4
"4
8'-0
"1'-
4"
6"
6"
6"
SLOPE8:12
SLOPE8:12
8:12 8:12
SLO
PE 5
:12
SLO
PE 5
:12
BUILDING B ROOF PLAN 1/8" = 1'-0"
SLOPE5:12
SLOPE8:12
SLOPE8:12D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.
D.S
.D
.S.
ALUMINUM GUTTER& DOWNSPOUTS
ALUMINUM GUTTER& DOWNSPOUTS
D.S.
D.S.
D.S.
D.S.
ALUMINUM GUTTER& DOWNSPOUTS
SLOPE5:12
ROOF TRUSS MANUFACTURER TO VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS IN FIELD PRIOR TO TRUSSFABRICATION.
CONTRACTOR VERIFY ALL EXISTING CONDITIONSIN FIELD.
ALL TRUSS CONNECTIONS UPLIFT LOADS TO BE PROVIDEDBY TRUSS MANUFACTURER
ARCHITECTURAL GRADE SHINGLE ROOFTO BE INSTALLED PER CODE OVERA SELF ADHESIVE UNDERLAYMENT MEMBRANEOR 15# FELT (ATTACH PER CODE)ON 5/8" OSB OR CDX PLYWWOD (FIRE RETARDANT PLYWOOD@ 4'-0" EACH SIDE OF ANY FIRE RATED WALL).NAILED PER SCHEDULE ON PRE-ENGINEEREDWOOD TRUSSES @ 24" O.C AND HAND FRAMEDMEMBERS AS SHOWN.
ROOF NOTES
A-21ROOF PLAN
BUILDINGS A & B
SHEET
OF
REVISIONS
DATE DESCRIPTION
DRAWN BY
COMM. NO.
DATE
THIS DRAWING & IT'S REPRODUCTIONS AREINSTRUMENTS OF SERVICE, & ALL DESIGN
INFORMATION SHOWN HEREON IS PROVIDED INCONFIDENCE & REMAINS THE SOLE PROPERTY OF
LARRY W. ROBINSON, ARCHITECT. THE USE OFTHIS DESIGN & ALL INFORMATION PROVIDED
ON THIS DOCUMENT FOR ANY OTHER PURPOSEOTHER THAN THE SPECIFIC PROJECT NAMED
HEREON IS STRICTLY PROHIBITED WITHOUT THEWRITTEN CONSENT OF LARRY W. ROBINSON,
ARCHITECT.
UNAUTHORIZED ALTERATION OR ADDITION TOTHIS DOCUMENT IS A VIOLATION OF FLORIDA
STATUTES. ONLY COPIES MADE FROM THEORIGINAL OF THIS DOCUMENT, BEARING AN
ORIGINAL EMBOSSED SEAL, SIGNATURE & DATESHALL BECONSIDERED TO BE VALID COPIES.
414 north halifax avenuedaytona beach, florida 32118telephone: 386 - 252 - 0429e mail: [email protected]
LARRY W. ROBINSON, P.A.a r c h i t e c t
NOT VALID UNLESS SIGNED AND DATED
OC
EAN
S 25
TO
WN
HO
MES
Prop
osed
floo
r pla
ns fo
r
Day
tona
Bea
ch S
hore
s,
Flo
rida
JULY 20, 2020
26
1'-4" 180'-4" 1'-4"
1'-4" 12'-0" 5'-6" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 13'-4" 1'-0" 10'-4" 1'-0" 14'-4" 5'-6" 1'-4" 10'-8"
52'-8
"
1'-4
"20
'-8"
5'-4
"20
'-0"
1'-4
"4
'-0"
3'-4
"18
'-8"
5'-4
"20
'-0"
1'-4
"2'-8
"1'-
4"
3'-4
"4
8'-0
"1'-
4"
6'-10" 1'-0" 8'-0" 1'-0" 9'-2" 7'-6" 8'-0" 6'-2" 5'-0" 6'-6" 8'-0" 6'-2" 5'-0" 6'-6" 8'-0" 6'-2" 5'-0" 6'-6" 8'-0" 6'-2" 5'-0" 6'-6" 8'-0" 6'-2" 5'-0" 6'-6" 8'-0" 6'-2" 5'-8" 1'-4"
6"
6"
1'-4" 24'-8" 28'-4" 23'-0" 28'-4" 23'-0" 28'-4" 24'-8" 1'-4"
SLOPE8:12
SLOPE8:12
8:12 8:12
SLO
PE 5
:12
SLO
PE 5
:12
BUILDING C ROOF PLAN 1/8" = 1'-0"
SLOPE5:12
SLOPE8:12
SLOPE8:12
D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S.
D.S
.D
.S.
D.S
.D
.S.
ALUMINUM GUTTER& DOWNSPOUTS
ALUMINUM GUTTER& DOWNSPOUTS
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
ALUMINUM GUTTER& DOWNSPOUTS
SLOPE5:12
SLOPE8:12
SLOPE8:12
2"X4" BLKG. FIRST (4) TRUSSESW/ (2) 16d NAILS IN EA, END
ROOF O.H.FRAMINGW/ A-34HANGERS@ EA, END
2"X4" CROSS BRACING @ CENTERSTRUT. NAIL STRUT TO GABLE ENDTRUSS W/ (3) 10d COMMON NAILS
2"X6" WOOD FRAMING W/ CONTINUOUSTHREADED RODS @ 4'-0" O.C. OR GROUTFILLED K.O. BLOCKS W/ #5 BARS CONT.
BRACING DETAIL @ GABLE ROOF3/8" =1'-0"
2"X4" CONT. LATERAL BRACE@ 48" O.C. @ (4) TRUSS SPACESNAIL TO 2'X4" BLOCKING & BOTTOMCHORDS W/ (3) 10d COMMON NAILS@ EA. LOCATION
2"X4" RIDGE BLOCKING@ FIRST (4) TRUSSES
2"X4" BRACE @ 48" O.C. FIRST (2) TRUSSESW/ (3) 10d COMMON NAILS @ EA, PLATE
HARDIEBARD SIDING ORSTUCCO FINISH ONMOISTURE BARRIER
(ATTACHED PER MFR'S.SPECIFICATIONS)
ON 1/2" PLYWOOD(NAILED PER SCHEDULE)
# MSTA16 ANCHOR OR#A34 CLIP ANCHOR BY
SIMPSON OR EQ. TO BOTTOM CHORD OFOF GABLE TRUSSES
@ 24" O.C. ALL FINISHES TO BE FASTENED PER MANUFACTURER'SSPECIFICATIONS.(CONTRACTOR / OWNER TO PROVIDE INSTALLATIONSPECIFICATIONS PRIOR TO CONSTRUCTION.)
ROOF NAILING SCHEDULE
UNDERLAYMENT INSTALLED TO FRAMING AND NAILEDW/ 8d COMMON OR RING SHANK NAILS AT:
CONTRACTOR TO PROVIDE FLORIDA NOTIFICATIONOF ACCEPTANCE AND INSTALLATION REQUIREMENTS PRIORTO CONSTRUCTION.
6" O.C. AT ALL EDGESAND 6" O.C. AT INTERMEDIATE FRAMING
WALL NAILING SCHEDULE
ALL WALL FINISHES TO BE FASTENED PER MANUFACTURER'SSPECIFICATIONS.(CONTRACTOR / OWNER TO PROVIDE INSTALLATIONSPECIFICATIONS PRIOR TO CONSTRUCTION.)
4" O.C. AT ALL EDGES AND RIDGESAND 6" O.C. IN FIELD
STRUCTURAL FRAMING NOTES
ALL ANCHORS, TIEDOWNS, CLIPS AND ANCHORS SHOWN ARE SIMPSONOR EQUAL. FASTEN AS PER MANUFACTURER'S SPECIFICATIONS.
5/8" OSB OR CDX PLYWOOD INSTALLED PERPENDICULARTO ROOF FRAMING W/ STAGGERED EDGES W/ 8dRING SHANK NAILS AT:
ALL STRUCTURAL WOOD FRAMING SHALL BE SOUTHERN YELLOWPINE #2 OR EQUAL
ROOF TRUSS MANUFACTURER TO VERIFY ALL EXISTINGCONDITIONS AND DIMENSIONS IN FIELD PRIOR TO TRUSSFABRICATION.
CONTRACTOR VERIFY ALL EXISTING CONDITIONSIN FIELD.
ALL TRUSS CONNECTIONS UPLIFT LOADS TO BE PROVIDEDBY TRUSS MANUFACTURER
ARCHITECTURAL GRADE SHINGLE ROOFTO BE INSTALLED PER CODE OVERA SELF ADHESIVE UNDERLAYMENT MEMBRANEOR 15# FELT (ATTACH PER CODE) ON 5/8" OSBOR 5/8" CDX PLYWOOD DECKING(FIRE RETARDANT 5/8" PLYWOOD @ 4'-0" EACHSIDE OF FIRE RATED WALLS).NAILED PER SCHEDULE ON PRE-ENGINEEREDWOOD TRUSSES @ 24" O.C AND HAND FRAMEDMEMBERS AS SHOWN.
ROOF NOTES
NAIL RAFTER TO RIDGE AND SHOE PLATE W/
2x4 COLLAR TIES TO USED ON SPANS GREATER
TRUSSESBELOW
TO RAFTER & RIDGE
2x6 RAFTERS #2 S.Y.P. SPACED 24 O.C.
2"x 8"
2"x 6"
2"x 8" SHOE PLATERAFTERS2"x 6"
SIMPSON L-30 SKEW ANGLE ATRAFTERS
AT EACH TRUSS3-16d NAILED
RAFTER TO SHOE PLATE W/4-10d FASTENERS ORSIMPSON CS AROUND SHOEPLATE TO RAFTER
SIMPSON RR CONNECTOR
4-10d x 1-1/2
W/ 3-16d
RIDGE BOARD
W/ 3-16d2"x 4" COLLAR TIE
3-16d NAILS PLUS SIMPSON TIES
NAILED TO TRUSSES
VALLEY FRAMING DETAIL
N.T.S.
THAN 10' AND NAILED BETWEEN 1/3 , 1/2 SPAN
2'-0
"
1'-9
"
4"
GABLE TRIM DETAILS 3/8" = 1'-0"
2"X6" WOOD BOTTOM CHORD 2"X6" WOOD BOTTOM CHORD
2"X4" UPRIGHT2"X4" UPRIGHT
2"X6" GABLE ROOFHANDFRAMING
12
512
8
4"X8" OUTRIGGERW #LUS46 FACEMOUNT HANGERBY SIMPSON OR EQ.
2"X6" WOOD BOTTOM CHORD
GABLE TRIM "A" GABLE TRIM "B"
X
"X" SECTION
GABLE ROOFFRAMING
2"X4" UPRIGHT
4"X8" OUTRIGGERW #LUS46 FACEMOUNT HANGERBY SIMPSON OR EQ.
NOTE: PRE-MANUFACTURED OUTRIGGER TRIMMAY BE USED IN LIEU OF DETAILS SHOWN
GARAGE SEPARATIONTHE GARAGE SHALL BE SEPARATED FROM RESIDENCE ANDITS SECOND FLOOR AREA BY NOT LESS THAN 5/8" INCH TYPE "X"GYPSUM BOARD APPLIED TO GARAGE SIDE.WHERE THE SEPARATION IS A FLOOR-CEILINGASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATIONSHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCHGYPSUM BOARD OR EQUIVALENT.
A-22
ROOF PLANBUILDING C
FRAMING NOTES