Plans 298 Magnolia St (vault) r
EXISTING BLDG--NEW CONSTRUCTION EXISTING BLDG--NEW CONSTRUCTION EXISTING BLDG--NEW CONSTRUCTION
i V:
2x6 STUDS 16" O.C., EXTEND FROM CONC.
12" WIDE x 20" DEEP W/2-#5 4" CONIC. SLAB W/6x6xlG/10WWF SLAB TO UNDERSIDE ROOF SHEATHING. 16" OVERHANG
ON MEMBRANE WATERPROOFING
In
INSULATION
2x4 BETWEEN BOTTOM
REMOVE EXISTING WALLS: R 11
to REMOVE EXISTING DOOR CEILING: A r-30 CHORD OF TRUSS.
CONC. SLAB v
-------------- - 2x4 STUDS 15" D.C. A, -2x1O
Z=mm= G
SEE ROOF SHEATHING NAILIN 11
1/2"0 A.B. 22" D.C. MAX.-/ SCHEDULE, SHEET NO. 2. 1
W/2-0 WASHER 1/8- THICK. PR 2f 4'-7
TYPICAL WHERE SHOWN. 6
C4
MST48, EXTEND UP I I CL 0
EXISTING ON STUD WALLS. ACROSS
TOP OF LAMINATED BEAM r.:
co
CONC. SLA13 C14 C4 AND THEN DOWN OTHER
SIDE OF STUD WALLS.
(3345 LBS, EACH STRAP) I x
EXISTI 0
CONIC. SrW_ 0
X2x4 DIAGONAL BRACING
'cn
^A
HD2 HOLDOWN �/2-5/8-0 BOLTS 0 (3) STUDS AND 2x4 TOP/BOTTOM CHORD
M-5/8"O BOLT x 9 EMBEDMENT IN CONC. FOUNDATION.
2 1 A 3 in
N
a 2 2-202
24" WIDE x 16n THICK CONCRETE FOOTI CUT 8" x 5'-6" FROM
NG L-160 OVERHANG
W/8"xI3* FORMED AT TOP W/2-#5 BOTTOM ANDZ EXISTING CONCRETE SLAB
HU212-2
(1) #5 0 TOP. SEE TRANSVERSE SECTION. I i
1045 LBS UPLIFT
2780 AXIAL 2x4 STUDS C.
APPROVep
FROM TOP 202's TO
C" �OF ARANTE BMIf UNDERSIDE SHEATHING.
BUIL01mr, 0mce
FOUNDATION PLAN FLOOR .*-*LAN NOV 0 ROOF FRAMING PLAN
SCALE: 1/8" 1 '-0" SCALE: 1 /8" 1 '-0- SCALE:
RECEIVED
FIBERGLASS SHINGLES,
"Tr ft IN FSTO fa GALV. M_E'rA.L -OLASH-1,NG
EXISTING PLYWOOD SIDING City of Atlantic each
NGALV. METAL FLASHING GALV. METAL FLASHING Building and Z ning
- ----------------- PLYWOOD SIDINGV -PLYWOOD SID114G
MATCH EXISTING 12 12 0// MATCH EXISTING
ROOF VENT SEE NAILING SCHEDULE. MA.TCH EqSTtNG MATCH EXISTING '0 SEE NAILING SCHEDULE.
MATCH
LAMINATED BEAM 2-20 2 J ""'�-MATCH EXISTING EXISTING
PLYWOOD SIDING, OVERHANG
MATCH EXISTING
THIS AREA OPEN. —J-2rB WALL ADQM,�',TO E'X G �wLbKo,
SEE NAILING SCHEDULE.
FINISH GRADE
F--FINISH GRADE FINISH GRADE FL0011JOUNDA130K IPLAN
If SILLY M. 4RZIE, 'AptHITMr 000b44a
EXISTING STUCCO DOOR BFYOND
Aiantlb 9 frt 32
,Tj,
WEST ELEVATION NORTH ELEVATI "ON SOUTH ELEVATION ACAD ID:,- R.DW($
_ _ . �j .4 1
SCALE: 1 /8" V-0- SCALE: 1 /8" 1 '-0'-' SCALE: 1 /8's 19-0- jE
OCTOBER '2, ipps 144 Qq
Slow
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DESIGN CRITERIA: All design per "Standard Building Code", 1997 Edition, NOTE: HURRICANE ANCHORS SHALL BE AS PER
EXISTING 2 STORY HOUSE NEW CONSTRUCTION FABRICATOR'S SCHEDULE UNLESS OTHERWISE NOTED.
"Standard For Hurricane Resistance Residential Construction ANCHORS THAT ARE TO BE LOCATED AT NEW WALLS
SSTD 10-93* unless otherwise noted. SHALL BE OF THE TYPE THA1% EXTEND. DOWN ACROSS
TOP/DOLIBLE PLATES AND INTO VERTICAL WOOD STUDS
KLOW.
1. LIVE LOADS:
Sloped Roof ----------------------- 30 PSF
Uplift Roof ---------------- 27 PSF (Net) 2x4 BLOCKING BETWEEN E GALV. METAL FLASHING
2. -Standard) ---- 100 MPH SS S.
WIND LOADS (1997 Edition SECURE TO EXISTING STUDS /LAG
SCREWS AND TOE NAIL TO EACJUTRUSS. FIBERGLASS SHINGLES ON FELT TO MATCH EXISTING
3. ALLOWABLE UNIT STRESSES: WOOD TRUSS 0 24" O.C.
Concrete (Design per current Edition A.C.I.)
All Concrete--------------Vc = 3,000 PSI VERIFY EXISTING FLOOR JOISTS
1/2- PLYWOOD (SEE NAILING SCHEDULE).
ARE LOCATED AS 3HOWN.
Structural Steel (Design per current Edition A.I.S.C.). IF NOT CONTACT ARC41TECT.
All Steel shall be ASTM A36 unless otherwise noted. 2xS TOP AND DOUBLE PLATE
4. SOIL BEARING DESIGN LOAD CAPACITY------2,500 PSF
Owner shall verify that soil bearing capacity of the MATCH EXISTING SOFFIT,
proposed site sholl be not less than 2,500 psf. FASCIA & DRIP
MATCH EXISTING VENT
HU28 JTSI�HANGER (MIN.)
GENERAL STRUCTURAL NOTES: k7o LBS UPLIFT 5/8- PLYWOOD EACH SIDE
�i6,5 LBS AXIAL (SEE NAILING SCHEDULE).
I
1. Unless otherwise shown on the drawings minimum coverage for 3/8" 0/; PLYWOOD
concrete shall be as follows: TYPE .11 tLWG AS PER 2x8 STUDS 0 16" D.C.
�: *IS SHEET.
NAILING SCHEDU�V.
Slabs on Grade--------------------CENTERED HD2, 3360 LBS EACH
VERIFY EXISTING C NCRET P T. 2x8 PLATE
2. All reinforcing shall be held securely In position with standard FOUNDATION IS LOCATED A WN.
A�
accessories during placing of concrete. VINCRET
IF NOT CONTACT CT. FINISH GRADE
3. Splices in reinforcing. where permitted, shall be as follows:
Welded Wire Fabric------------------6"
Ali others----------------------- 40 BAR DIA.
EXISTING CONC. SLAB
L
4. All wood shall be as follows: Framing Lumber Fb=1250 psi;
Laminated Beams Fb=2400 psi; Wood Trusses per fabricator's CONC. FOUNDATION
schedule. SEE FOUNDATION PLAN
5. At vertical edges of plywood siding, add an addition 2x stud, AND SECTION 'B'
nail together and nail on* sheet of plywood to one stud and 2,J TRANSVERSE SECTION THIS SHEET.
the other sheet of plywood to the other stud. SCALE: 1 4 6-0-
ROOF SHEATHING NAILING SCHEDULE/LEGEND: 2x8 STUDS
TM % Nus % wAt wt. 0 WAt
Ymm V,
AND 12 INCHES O.C. INTERMEDIATE FRAMING.
SECURE WITH 8d NAILS 6 INCHES D.C. AT EDGES 1/2" 0 ANCHOR BOLT
AND 6 INCHES O.C. INTERMEDIATE FRAMING. HD2, ONE EACH END
SECURE WITH 8d RING-SHANK NAILS 6 INCHES D.C. AT EDGES 3360 LBS EACH
AND 6 INCHES O.C. INTERMEDIATE FRAMING.
9' EMBEDMENT
SHEAR WALL (ALL SIDING AND SHEAR WALL/S) JL
..............:
SHALL BE 5/8- PLYWOOD NAILED
W/8d NAILS 3" O.C. AT EDGE AND 12" O.C.
AT INTERMEDIATE STUDS. GROUP III FRAMING
LUMBER PROVIDES SHEAR CAPACITY or 400 PLF.
AODITION EXI;TINGjyILDING
GROUP III FRAMING IS DEFINED AS: HEM-FIR, 2-#5 0 BOTTOM
(1) *'TOP SENT AS SHOWN
SPRUCE-PINE, ETC. SEE SSTD 10-93. SUBMIT
X ALTERNATE MATERIAL/S & NAILING SCHEDULE/S TRANSVERSE SECTM
TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO BILLY M. ARZIE, ARCHITECT AR 0060"S
MAKING ANY CHANGES. �f I I
%n Atlantic BW' *.)rL 322.4.v
B CONCRETE FOOTING (99*,, U111-4526
5/8" PLYWOOD NAILING SCHEDULE SCAL.E- 1 /.4** ACAD ID�_ SECTION.b#b�
OCTOBER 12,11998 JL.14�f
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