HomeMy WebLinkAboutA-5NEW 4" THICK 3'-0" x
4'-0" CONCRETE PAD
#5 DOWEL SPACED @
4'-0" O.C. MAX & AS
SHOWN (TYP)
A
A-5
NEW MASONRY WALL
GROUT SOLID AT
REINFORCING
NEW V-4" X1'-4"
CONCRETE FOOTING
W/(2) #5 CONT. (TYP.)
113" B
16 A-5
6-0" 10'-18"
C
A-6 0 F] 11EIC
12.00° — —
— — — r ------------- <I
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------ II I
I NEW 4" THICK I
CONCRETE SLAB
W/FIBERMESH OVER 6
MIL VAPOR BARRIER
TYP _____ I OVER CLEAN I
COMPACTED TERMITE
----- I TREATED SOIL I
I
I
----- I
I I
EXISTING CONCRETE I
SLAB
I
— — — I EXISTING FOOTING
EXISTING MASONRY
WALL
1
NEW TILE ROOF AND UNDERLAYMENT.
TO MATCH EXISTING.
NEW PLYWOOD TO MATCH
EXISTING FASTEN W/8d RING
SHANK NAILS SPACED @ 6" O.C.
NEW 2X4 OUTLOOKER @ 16" O.C.
(2)-NO.12 x 3" TOE SCREWS EACH 2x4
NEW FASCIA AND DRIP EDGE
MATCH EXISTING.
PTD STUCCO & HI RIB LATH SOFFIT
1/2" PLYWOOD. FASTENED
WITH 8d SPA. @ 6" O.C.
NEW GABLE END TRUSS PROVIDE
VERTICAL WEBS SPACED @ 1'-4" O.C. &
STRONG BACK AS REQUIRED. DESIGN
FOR OUT OF PLANE WIND LOADS.
FASTEN W/ 16d SPA. @ 8" O.C.
NEW PTD STUCCO/LATH/WATER
BARRIER
NO. 12 X 4" WOOD SCREW
SPACED @ 8" OC.
WEEP SCREED
(TYP)
I
I
I
I
DOWEL NEW FOOTING
INTO EXISTING
I
FOOTING W/(2) #5 X
2'-8" LONG EPDXIED
8" INTO EXISTING
FOOTING (TYP)
Connector Schedule
Truss
Bearing
Truss
Connector
Qnty'
Connector
Fasteners
^/
Point
Uplift
ID
1-4
Uplift
O
Girder
ALL
<4900#
VGT
1
4940#
(16) 1/4" x 3" SDS & (1) 5/8"
Truss
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THIRD ROD EPDXIED 7" MIN.
All oth:
ALL
�
trusses
UNC
1000#
HETA1
1810#
(9) 10d x 1 1/2"
to CR,
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oz
NEW 1'-4" X1'-4"
CONCRETE FOOTING
W/(2) #5 CONT. (TYP.)
12.000 �1�0
#4 DOWEL V-0"
EPDXIED 6" INTO
EXISTING SPACED @
V-4" O.C. (TYP)
PARTIAL FO U N DATI O N
MATCH EXISTING
E R L —
GROUT SOLID AT REINFORCING
REINFORCING (SEE PLAN)
NEW PTD STUCCO TO MATCH
EXISTING
EX. GRADE
DOWEL (SEE PLAN)
FOOTING REINFORCING —
(SEE PLAN)
NEW FOOTING (SEE PLAN)
M A n1
4
SIMPSON LUS24 W/(6) 10d NAILS
F— SIMPSON HGA10 W/ (8)-4" X 11"
SDS (TYP.)
2X4 BRACE SPA. @ 4'-0" O.C.
(4)-16d (TYP.)
NEW
PRE-ENGINEERED
WOOD TRUSS
—SIMP .5A
W/( d NAILS
FEN
-0" O.C.
O EACH
/(3) 16d
NAILS
NEW 1/2" GYP\
4- BOARD
2X8 P.T. CONT W/ Z" EXP.
ANCHORS SPA. @ 2'-0"
i` O.C. W/ 4" EMBED.
<;F., NEW 8" X 16" CONCRETE
TIE BEAM W/(2) #5 TOP
AND BOTTOM
NEW 1/2" GYP BOARD OVER 1x2
P.T. FURRING STRIPS SPACED @
16" O.C.
(TYP.)
NEW OFFICE
io
NEW FLOOR FINISH
R 4.1 FOIL
II' INSULATION
tr—FIRESTOP
1X4 P.T
(TYP.)
NEW R-30 TT
INSULATIO
NEW PRE ENGINEERED WOOD
TRUSS SPACED @ 2'-0" O.C.
MAX.
DOWEL NEW MASONRY TO
EXISTING W/#3 X1'-0" LONG
DOWEL EPDXIED 6" INTO
EXISTING SPACED @ 1'-4"
O.C. VERTICAL (TYP)
NEW 2X4 OUTLOOKER
SPACED @ 1'-4" O.C. (TYP)
NEW PLYWOOD
SHEATHING MATCH
EXISTING THICKNESS
(TYP)
#5 DOWEL SPACED @
4'-0" O.C. MAX & AS
SHOWN (TYP)
Q
NEW GABLE END
TRUSS
NEW PRE ENGINEERED WOOD
TRUSS SPACED @ 2'-0" O.C.
MAX.
NEW MASONRY WALL
GROUT SOLID @
REINFORCING (TYP)
SIMPSON HETA16
W/(9) 10d X1-1/2"
(TYP AT NEW
MASONRY WALLS
EX. BREAKFAST
SECTION A
z"=1' SCALE
EX. TILE ROOF
GENERAL STRUCTURAL NOTES:
j GENERAL:
NOTE: THICKEN NEW CONCRETE TIE BEAM AS REQUIRED THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING
ABOVE NEW OPENINGS (TYP) CODE RESIDENTIAL ALONG WITH AMMENDMENTS. MATERIALS AND SERVICES PROVIDED BY
THE CONTRACTOR SHALL CONFORM TO THE ABOVE MENTIONED CODES AND THE CONTRACT
SPECIFICATIONS.
B NEW PRE ENGINEERED WOOD GIRDER TRUSS DESIGNED TO THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE JOB CONDITIONS
A-5 CARRY NEW TRUSS AND EXISTING TRUSSES. EXISTING TRUSS AND RESTRICTIONS.
CONNECTION TO NEW GIRDER BY TRUSS ENGINEER.
INSTALL ALL PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
SIMPSON VGT W/(16) 1/4" X 3" SDS TO TRUSS AND (1) 5/8" SHORE EXISTING ROOF TRUSSES PRIOR TO REMOVAL. SHORING DESIGN BY OTHERS.
ROD EPDXIED 7" INTO CONCRETE TIE BEAM
LOADINGS:
T.II(2 PLY
EXISTING MASONRY WALL (TYP)
— REMOVE EXISTING TRUSS
OVERHANG (TYP)
REMOVE EXISTING TIE BEAM
AND WALL BELOW
SIMPSON VTCR W/(4) 10d TO EXISTING
& (3) 10d X 1-1/2" TO NEW TRUSS AT
EACH EXISTING TRUSS SUPPORT (TYP)
NEW PRE ENGINEERED
WOOD VALLEY TRUSS
SPACED @ 2'-0" O.C.
— EXISTING PRE ENGINEERED
WOOD TRUSS (TYP)
FASTEN TO EXISTING TRUSS W/#10 X5"
WOOD SCREWS OR 4"x34" TAPCONS SPACED
@ V-0" O.C. ALONG TOP & BOTTOM
CHORDS
PARTIAL ROOF
FRAMING PLAN
4" =1' SCALE
ROOF LOADS:
LIVE LOAD: 20 PSF
DEAD LOAD: 20 PSF
WIND LOADS:
ULTIMATE WIND SPEED, 3 SECOND GUST: 160 MPH
BUILDING CATEGORY: II
EXPOSURE CATEGORY: B
INTERNAL PRESSURE COEFFICIENT: +/-0.18
CONCRETE:
CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION.
REINFORCING SHALL CONFORM TO CRSI, LATEST EDITION.
CAST -IN-PLACE CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
3,000 PSI.
REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.
MASONRY:
MASONRY SHALL CONFORM TO ACI SPECIFICATIONS, LATEST EDITION.
MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.
GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI.
LAP REINFORCING 2'-6" MINIMUM.
PRE-ENGINEERED WOOD TRUSSES:
SUBMIT SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR REVIEW AND
APPROVAL PRIOR TO FABRICATION. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED
AND DETAILED BY THE TRUSS COMPANY SPECIALTY ENGINEER.
BRACE TRUSSES PER TRUSS SHOP DRAWINGS, OSHA AND AS REQUIRED FOR STABILITY.
PROVIDE A MINIMUM OF 2X4 BOTTOM CHORD BRACING SPACED AT 6'-0" O.C. MAXIMUM.
NEW TILE ROOF AND UNDERLAYMENT.
TO MATCH EXISTING.
1
NEW PLYWOOD. MATCH EXISTING THICKNESS.
FASTENED W/ 8d RING SHANK NAILS SPA. @ 6" O.C.
EXISTING
PRE-ENGINEERED NEW R30 BATT
WOOD TRUSS INSULATION 3
HURRICANE STRAP 12
12
EXISTING
EXISTING NEW PRE-ENGINEERED PRE-ENGINEERED
INSULAATION WOOD TRUSS WOOD TRUSS
EXISTING INSULATION
1. I
NEW FASCIA AND DRIP EDGE °` EXISTING CEILING FINISH
MATCH EXISTING. a I•
NEW PRE-ENGINEERED
NEW 1/2" GYP BOARD WOOD GIRDER TRUSS
PTD STUCCO & HI RIB LATH SOFFIT I`
NEW 8"X16" CONCRETE TIE BEAM
W/(2) #5 TOP AND BOTTOM
MATCH EXISTING REINFORCING (SEE PLAN)
}; �1/2" GYP BOARD ON 1X2 P.T.FURRING SPACED @ 1'-4" O.C.
A:.:
I: NEW 8" MASONRY WALL GROUT
SOLID AT REINFORCING
NEW PTD STUCCO i R 4.1 FOIL EX. BREAKFAST
TO MATCH '`!�`
EXISTING INSULATION NOOK
DOWEL (SEE PLAN)
EXISTING SLAB
EXISTING FOOTING
NEW SLAB (SEE PLAN)
EX. GRADE
DOWEL (SEE PLAN)
NEW FOOTING REINFORCING
(SEE PLAN)
NEW FOOTING -
(SEE PLAN)
;u
ANEW FLOOR FINISH EXISTING SLAB
1X4 P.T.
FIRESTOP (TYP.)
<<i
�-- DOWEL (SEE PLAN)
NEW SLAB (SEE PLAN) __`— EXISTING FOOTING
J
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M SECTION B
1` 1' SCALE
>> SUMMIT
DESIGN & FORENSICS, INC.
725 SE PORT SAINT LUCIE BLVD.
SUITE 203
PORT SAINT LUCIE FL 34984
(772)285-0572
BRIAN J. MASKOL
FL PE #66080
Brian Digitally signed
by Brian Maskol,
M a s ko 1, P.E.
Date: 2020.09.22
11:00:02 -04'00'
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DATE
DESIGNED
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12-07-18
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01.
JOB NO.
2020-089
A-5
DATE
DESIGNED
GMW
12-07-18
DRAWN
GMW
12-07-18
CHECKED
JOB NO.
2020-089
A-5