70 Ocean Breeze Dr 2013 Plans addition driveway DESIGN SPECIFICATIONS: GENERAL NOTES:
Project has been designed in accordance with the 2010 Florida Building Code, 1. The scope of these plans is limited to the structural requirements of this project. 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over
Residential,and the Florida Building Code, Existing Building(as applicable). Architectural,civil(site),electrical, mechanical(plumbing and HVAC),waterproofing, minimum 6 mil. polyethylene (visqueen)vapor barrier.Slabs shall be reinforced with
nds in conformance with ASTM-A 185,
6x6 W1.4x1.4 WWF lapped 8"at edges and e
and flashing requirements are not addressed in these plans.
F 4,
or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY
DESIGN CRITERIA: 2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C1 116(u.o.n.). 9
e 0
conformance with all requirements of the authorities having jurisdiction over this type 11 V)
Wind Design Method ASCE 7-10 n sand free of debris and
9. Slabs on grade shall bear on structural fill which shall be clea 'E
Basic Wind Speed: 130 mph of construction and occupancy. other deleterious material.Structural fill shall be compacted to a density of at least
Building Risk Category: 11
3. The contractor is responsible for the means and methods of construction. It is the 95%of the Modified Proctor Maximum Dry Density(ASTM D1557). Fill shall be treated U.
Wind Exposure: C(Enclosed Structure) 0
contractor's sole responsibility to determine the procedure,sequence,and temporary with termite poison before slab is placed.
! , a
Building Classification: Residential C
bracing as to insure the safety of the building and its component parts during a
Building Type: Type V Construction pon structural fill. Structural fill shall be 0
Wind-Borne Debris: NOT located in the wind-borne debris region construction. 10. Footings may bear upon undisturbed soil or u - LU 0 Q
compacted to a density of at least 95%of the Modified Proctor Maximum Dry Density I- cL 0
2 0 E
(ASTM D 1557)for a depth of at least two feet(Z-O")below the bottom of the footing. z 0
ions at the job site prior to
Unless otherwise noted, project site considerations shall be the responsibility of the 4. The contractor shall verify all conditions and dimens _J C
owner and/or contractor. Examples of such items include, but shall not be limited to, commencing work.
ncre e c
t, ac W 0 -0
---@P 2
atures,and special requirements 0 t#a 3ocartment
3" Concrete cast against ai d r I
11. The following minimum co
determination of grade elevations,drainage fe )ermaqnt Z
5. The contractor shall supply, locate,and build into the work all inserts,anchors,angles, an Ming n UJ X
associated with FEMA flood hazard and/or DEP zones. �.: M �-:
00
plates,openings,sleeves,hangers,slab depressions,or other components as may be 2" Concrete exposed to ea:th or weat er (L u-
%rifies compliance with applicable 3 di
required to attach and accommodate other work. 1 Y2"Concrete not exposed tc emdhgp,0tmBiIlhec P! d
DESIGN DEAD LOADS: zoning, subdivision and other local land P: I
�f�ifp*q r10 t,c o y s I I,u t e
VOTM*, I TT9#1,QI4nce
ral drawings are intended to be typical 12. All continuous reinforcing steel in AcYkL I
6. All details and sections shown on the structu J
Floors: Z
The design floor dead load of 12 psf assumes a floor system utilizing wood decking or and shall be construed to apply to any similar situation elsewhere in the work except minimum lengths: wiih Fjo-,ida, Buiiling Code and all other applicable
#4 bars: 21"minimum lo-al S�ate and Fedleral permitting reqUirements
where indicated otherwise. I � g 1-4 g 6
W Z
wood subflooring over wood truss,wood I-joist,or solid sawn lumber framing. The floor must be verified by sionature of the City of Atlamic
#5 bars: 26"minimum
pet,vinyl,wood or ceramic tile. The Engineer shall be Becch SiMk�g Officia! prior to the issuance of a
covering is assumed to be car sections. The contractor #6 bars: 32"minimum P
7. Refer to the structural drawings for all structural details and eimit.
notified if the floor coverings differ from the noted assumptions
shall contact the Engineer for clarification in cases of conflict between the structural
13. Reinforcement in footings shall be Tdf*A0fflQurI(:F
drawings and any drawings prepared by others prior to commencing work. L
Roofs:
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) paceLD"- r3;: -0
8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 14. The contractor shall provide s P >�
Concrete or Clay Tile: 15 psf n ex ill 6ave I W i�
The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel. Support items which bear o posed concrete surfaces'sh� 02 0
t;r 22 W 9
Refer to Architectural Plans for Roof Covering System ee 0
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tippe
M
F Z
52
noted assumptions. All requirements for site preparation and soil compaction <
DESIGN LIVE LOADS:
specified in the soils report shall be followed unless more stringent requirements are MASONRY: Z t;
specified in these plans. LU
FILE COPY
Floors: General:
Exterior Balconies: 40 psf
CONCRETE:
Exterior Decks: 40 psf ork shall be i uirements for
1. All masonry w n o' e eq
Stairs: 40 psf(or 300 lb point load) Masonry Structures,"ACI 530-08,and Specifications for Masonry Structures,"ACI
1 All concrete work shall be in accordance with"Building Code Requirements for
Garages: 60 psf(or 2000 lb point load)
Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08
0 5 1 ��M 6
All Other Areas: 40 psf
2. Grout shall conform to ASTM C476 with minimum 28 day co ressive strengt
Attics: 2. All concrete shall have the following minimum compressive strength at 28 days: 2000 psi per ASTM C1 019.Grout shall be mixed to provide lump I
Slabs on grade,footings,and misc.concrete: fc=2500psi
Without Storage: 10 psf W
Structural slabs,walls, beams and columns: fc=3000psi d
With Limited Storage: 20 psf Designated radon zones only-all concrete: fc=3000psi 3. Mortar shall conform to ASTM C270 and be Type M or S. T e ortar may%
With Storage: 30 psf(fixed stair access) in brick veneer. Z
*14 vi 7 X �g
3. Cement shall conform to"Specification for Portland Cement (ASTM C1 50) Z 0
Roofs: 4. The contractor shall be responsible for the design and install ti i*l nj
Less than 4:12 slope: 20 psf Z
4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33) 0 0
4:12 slope or greater: 16 psf Concrete Masonry(CMU):
5. Water shall be clean and free of injurious amounts of oil, acids, alkalis,salts,organic
DEFLECTION CRITERIA: TM C90-0613, H %Oo aing ;Z
terial or other substances that are deleterious to concrete or steel reinforcement. 1 Concrete masonry units(CMU)shall be AS 0
ma a f SCALE:
Concrete Masonry Units,normal weight,with a minimum cc p=s Obgth
E Y,'=V-0"(U.O.N.)
Walls: 1900 psi (f m=1500 psi). 8
6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the 5 DO NOT SCALE
Brittle Finish(wind load): L/2-40 i�.) 4A C'n _THIS DRAWING
Flexible Finish(wind load): LJ120 structural drawings.All reinforcing details shall conform to"Details and Detailing of I
Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in masonry shall be lap-spli d I*h RELEASE DATE:
07-18-13
2 REVISIONS:
Floors: drawings. minimum lengths: 0
Live Load: L/480* #4 bars: 20"minimum �Tk
Total Load: L/240* 0
7. Tolerances for foundation and slab alignment as well as placement of reinforcement #5 bars: 25"minimum
Increased floor stiffness may be required by floor covering manufacturer shall be in accordance with"Standard Tolerances for Concrete Construction and #6 bars: 30"minimum
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate.
Roofs: rtical reinforcement in 6-0"ma IQ.
3. Grout all cells containing ve DRAWN BY:
Live Load: U240 DJM
Total Load: L/180 4. Provide cleanouts per ACI 530.1-08 in the bottom course o nry when th a[HEECKED BY:
�J JKH
height exceeds 6-0". H
ET:
5. Beam reinforcement shall be continuous across control joints. @ S-1-
Clay Masonry(Brick): 12. Fasten plies of I wide engineered lumber as follows: WINDOW,DOOR AND SOFFIT PRESSURES:
2-ply beams with(3)rows of 0.131 11x3 1/4"nails @ 12"o.c.
1. Brick shall conform to ASTM C62,C216,or C652 for Building Brick, Facing Brick,and 3-ply beams with(3)rows of 0.131"x3 1/4"nails @ 8"o.c. (each side) 1. All window,door and soffit assemblies shall be designed to withstand the design
Hollow Brick, respectively. Grade SW shall be used. 4-ply beams with(2)rows of Simpson 6%"long SDW screws @ 12"o.c. pressures indicated below and shall be installed in accordance with the manufacturer's
requirements.
2. Brick veneer shall be anchored with approved ties spaced no more than 16 o.c. STRUCTURAL STEEL: .9
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall
0
openings greater than 16"in either direction,and shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Design and Fabrication and
o.c.and placed within 12"of the openings. Erection of Structural Steel for Buildings(latest editions).
r_
a.Welded connections: AWS D1.1
LL
th
Strand wire veneer ties shall not be less in thickness than No.9 gage wire and shall b.Structural steel shapes, plates: ASTM A36 WIND PRESSURES ON WINDOWS, DOORS & a
3. 0
have a hook embedded in the mortar joint. Sheet metal ties shall not be less than No. 03
c.Structural steel pipe: ASTM A53 or A501 SOFFITS (psf)
22 gage by 7/8"corrugated and fastened with 1 %"galvanized roofing nails. Cl.Structural steel tubing: ASTM A500 & 0
9 LU U)
Adjustable or strand wire veneer ties shall be used at CMU walls. CL C>
AREA OF OPENING EDGE STRIP(5) INTERIOR ZONE (4)
2. All structural steel connections and fabrications shall comply with AISC specifications. 2 0 E
Pos Neg ra
4. Unless otherwise noted on the plans,a steel angle L4x4x1/4 shall be used for Pos Neg 5 Z o
.0
supporting brick veneer over openings. This angle will not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. S
windows where brick is self-supporting. If the length of the opening exceeds 6-0"then 0 to 20 sf 24.4 -32.7 24.4 _:�6_5 LU
20.1 to 50 sf 23.4 -30.4 23.4 -25 Z
LLJ
the steel angle shall be attached to the wood framing with 3/8"x 3"lag screws @ 12" 4. Holes required for bolted connections may be drilled or punched. Flame-cut holes X
50.1 to 100 sf 21.9 -27.5 21.9 -24.0 0
O.C. shall not be used. IL 0.u.
100.1 to 200 sf 20.7 -25.5 20.7 -22.8
200.1 to 500 sf 19.7 -23.2 19.7 -21.7
WOOD FRAMING: 5. Bolts shall be installed to the"snug-tight"condition-u.o.n.
Soffit Design Pressure 24.41 -32.7 24.4 -26
51 Z7
1 All wood framing has been designed in accordance with"National Design Specification 6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior Base Design Pressure 20.70 GCpi ±0.18 Z
(NDS)for wood construction,"2005 edition. to painting,steelwork shall be cleaned per SSPC SP-6"Commercial Blast Cleaning". Z
C,
TYPICAL EDGE STRIP(5) 0
2. All wood members exposed to weather or in contact with masonry,concrete or soil 7. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel i2
a LU
shall be treated with an appropriate preservative suitable for the exposure conditions. surfaces exposed and visible to the exterior of the structure. Z
Z
TYPICAL INTERIOR ZONE(4)
3. If ACQ treatment is used on any wood member,then all nailing shall require 8. Field touch-up after installation where required to restore final finish. -0 �i
>
hot-dipped galvanized nails meeting ASTM Al 53,Class C, or ASTM B695, Class 50.
Z
If borate treatment is used then galvanizing is not required. HARDWARE AND ANCHORS: F"0
6
4. Prefabricated wood trusses shall comply with NDS and"National Design Standard for 1. All framing anchors and connectors noted on the structural drawings shall be U_ 0�
Z
Metal Plate Connected Wood Truss Construction(ANSI/TPI 1-07)." manufactured by Simpson Strong-Tie or Engineer approved equal. 0 se
LU
5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. 2. All anchor bolts and threaded rods shall be in accordance with ASTM A307 or ASTM
F1554,Grade 36. Lou
6. The Truss Manufacturer shall submit shop drawings and design notes with a
registered Engineer's seal for approval. Design notes shall include the rated load 3. All metal connectors and hardware which are exposed to the exterior or in contact
capacity of the truss to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
i2-
trusses utilizing the connector system proposed.The contractor shall approve ASTM Al 53, Class C,or ASTM B695, Class 50.
fabrication and installation drawings showing size,shape and layout.
4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson
7. Jobsite handling and erection, including temporary bracing,during installation of
Strong-Tie(with Florida Product Approval)and installed according to the PLAN KEY
trusses shall comply with TPI/WTCA BCSI 1. manufacturer's instructions. Holes shall be cleaned of all debris and brushed out prior
to installation of anchor adhesive. 2
8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened
to their supporting walls or beams with metal connectors as noted in the Truss ROOF COVERING:
Connection Schedule.
<
1. The contractor shall be responsible for the design and installation of the roof covering
ADDITION
9. All gable ends shall be balloon framed or braced in accordance with the applicable system.
detail as shown in the structural drawings. SCALE:
E
2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the E &=VV(U.O.N.)
00 NOT SCALE
10. Guardrails, handrails,and guard in-fill components(Balusters and Panel Fillers)shall manufacturer's requirements.
THIS DRAWING
be provided by others.
PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING RELEASE DATE:
3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation CODE AS BOTH"ADDITION"AND"ALTERATION LEVEL(2) 10 07-18-13
REMSIONS:
11, Engineered lumber(LVL, Parallam or LSQ shall meet the following minimum material Manual,"and the manufacturer's requirements.
specifications:
LVL or Parallarn LSL 4. Standing seam metal roofs shall comply with ASTM E1514 and be installed according
E=1,900,000 psi E=1,550,000 psi
to the manufacturer's requirements.
Fb=2,600 psi Fb=2,325 psi
DRAWN BY:
Fc=750 psi Fc=800 psi 5. The contractor shall be responsible for the design and installation of all metal flashing Southern Yellow Pine member design incorporates design values for all sizes and
DJM
Fv=285 psi Fv=310 psi and valley material. grades of visually graded Southern Pine dimension lumber per"Supplement No.13 to CHECKED BY:
the 2002 Standard Grading Rules for Southern Pine Lumber,"published by the JKH
Southern Pine Inspection Bureau(SPIB). SHEET:
-2
�210
U)
U)
.9
Ae
z
0 cc
INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) 0
U) C'
AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO CL 0
z r= c.
NEW POURED CONCRETE FOOTING(12"MINIMUM).TYPICAL-U.O.N. 0 o
TE SLAB WITH 6x6 W1.41.4 WWF OR FIBERM
ESH OVER
16'- 3 0-9L' .0
F2" IER COVERING CLEAN,COMPACT,TREATE C3
6 MIL VAPOR BARR D FILL
INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4-MINIMUM)@ 48"O.C. z 0
2
ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL cc
x
0 M i-:
MINIMUM).TYPICAL-U.O.N. 0
BE EMBEDDED INTO NEW POURED CONCRETE SLAB(12' di U. IL u-
9 ;3
77—
W Z
Z LU
Z z
0
d�C'4 z<
NOTE: 0
r
La
NEW 12"x 12"FOOTING WITH
!'i
(2)#5 CONT. INSTALL DOWELS A
AS SHOWN
uQl
N TE:
OVERPOUR EXISTING PORCH 75
IE 2 a
2
SLAB AS REUIRED TO MATCH
0
EXISTING INTERIOR SLAB A: 2
ELEVATION
SCALE:
E Ys'=V-0"(U.O.N.)
Do NOT SCALE
THIS DRAWING
RELEASE DATE:
07-18-13
NOTE: REVISIONS:
NEW 12"x 12"FOOTING WITH
5'-0" 6-11
(2)#5 CONT. INSTALL DOWELS
AS SHOWN 13'-1
F2"
DRAWN BY:
CONTRACTOR SHALL VERIFY ALL DIMENSIONS 9 DJM
USING FINAL APPROVED FLOOR PLAN PRIOR CHECKED BY:
JKH
TO CONSTRUCTION. SHEET:
FOUNDATION PLAN
NOTES:
gi
1) ALL NEW EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2
STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 10'-1 Y8 -U.O.N. U)
f
2) ALL NEW INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4 e 0
U)
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10'-1 Y8"-U.O.N. U)
3) THE EXTERIOR WALL FINISH IS"BRITTLE'(STUCCO)-U.O.N.
NOTIFY ENGINEER OF ANY VARIATIONS.
in co
r_ r_
cc
c,
g 0 0
.0
2
HT WALL SHEATHING _j m
x
(2)2xlO HEADER z
2J 2K
0
MSTA24 AT BEAM TO WALL
0-
TO WALL
HTS24 AT BEAM -n ::E
ci
z
T 0
SHEARWALL LEGEND:
mo �00
10 -0
x 0 X
m ........... z W
_n NON-BEARING WALL Lu
........... in
0
m
> < -Z
m
HTS24 AT BEAM TO WALL
U
ILT_Up O,ST(MIN.) m BEARING WALL
[(3)2x6 BUILT-UP f 0 I> o i2:i
m z 0 Poo > 26�
12 --1 ca m SW-6
C) Z Z.
-n > Im
000 SHEARWALLS FASTENED WITH
I m 0 60
0 z
M ---I m
co 8d 'x 2 Y2')NAILS @
COM(0.131
zm
<
MSTA24 AT BEAM TO WALL 6"O.C.ON EDGES AND 12"0 C
O�TS z-0
�z M Z ON INTERMEDIATE SUPP
I mm
(3)2x6 BUILT-UP POST(MIN.)
0
MSTA24 AT.BEAM TO WALL _MSTA24 AT BEAM TO WALL
HTT5 AT SILL SW-3
(3)2x6 BUILT-UP POST(MIN.) U) ———
WITH SPH6 AT SHEARWALLS FASTENED WITH
... TOP PLATE I
MSTA24 AT.BEAM TO WALL 8d COM(0.131"x 2 Y2')NAILS @ s
3"O.C.ON EDGES AND 12"O.C.
ON INTERMEDIATE SUPPORTS. -4-1 P
...............
A
NEW 2x6 FRAMED
SHEATH BOTH SIDES OF WALL
WAL
BEARING WALL
AT INDICATED SHEARWALL
x
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"AND
. .............. THREADED ROD LEGEND:
cn SHALL BE NAILED @ 3-O.C.TOP AND BOTTOM PER
m
8"THREADED ROD FROM
DETAILS"A"&"B"ON SHEET SD-3-U.O.N.
FOUNDATION TO DOUBLE PLATE.
(3)2X4 BUILT-UP POST(MIN.) HEADER LEGEND:
MINIMUM EMBEDMENT REQUIRED) WOOD FRAMED
(4' 0� oz
MSTA24 AT BEAM TO WALL HTT5 AT SILL SIZE L;
0"r
WITH SPH6 AT Y8'THREADED ROD FROM OF HEADER
T Top PLATE
OP PLATE FOUNDATION TO UPPER
SCA E:
L
k? FLOOR DOUBLE PLATE. 2x HEADER 0
(4"MINIMUM EMBEDMENT REQUIRED) V-0"(LI.O.N.)
(2)2X8�jHFADER i K DO NOT SCALE
THIS DRAWING
ITY
HOLDOWN(AS NOTED) QUANTITY TUANTITY RELEASE DATE:
AT SILL PLATE OFJACKS OF KING STUDS 2� 07-18-13
INSTALLED
I REVISIONS:
HOLDOWN(AS NOTED)INSTALLED
NOTE:
AT SILL PLATE.COUPLE MINIMUM Y2'0 ALL WOOD FRAMED LOAD BEARING HEADERS
ROD TO HOLDOWN ANCHOR AND
SHALL BE MINIMUM(2)2X6 No.2 OR BETTER
OVE.
CONTINUE TO DOUBLE PLATE AB
EXTERIOR HEADERS SHALL BE
SYP.ALL
INSTALLED WITH MINIMUM(2)JACKS AND D
HOLDOWN(AS NOTED)INSTALLED DJM
(1)KING STUD AT EACH HEADER. ALL
AT SILL PLATE.COUPLE MINIMUM Y2'0 CHECKED BY:
INTERIOR LOAD BEARING HEADERS SHALL BE JKH
ROD TO HOLDOWN ANCHOR AND
CONTINUE TO UPPER FLOOR INSTALLED WITH MINIMUM(1)JACK AND SHEET:
(1)KING STUD.(U.O.N.)
DOUBLE PLATE ABOVE.
WALLLAYOUT
S-4
E
M
A 0
Z
93 ca
0
z
0. 0
E
o tr-
U.
.0
2
ui
.1 u.
z
z Y,
w
z
DOUBLE JOIST
Lu
m
C3 lz�
�o
>w
Z
W7
zt
d
U.,
26
............................... �4
. .............................. L
00
g,
0
L
DOUBLE JOIST
SCALE:
V-0-(U.O.N.)
DO NOT SCALE
THIS DRAWING
77771����
RELEASE DATE:
07-18-13
!�E-V-ISIONS
- DRAWN BY:
9 DJM'J
CHECKED BY:
JKH
SHEET:
CEILING FRAMING LAYOUT
S5
Roof Framing Notes:
1 ALL CONVENTIONAL FRAMING SHALL BE No.2 or BT.SYP
2. ALL RAFTERS SHALL BE 2x8@ 16"oc.(U.O.N.)
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS
WITH(5)10d x lY2"NAILS EACH END.
4. FASTEN ALL RAFTERS AT RIDGES WITH COLLAR TIES.FACE-NAIL
0
COLLAR TIES TO RAFTERS WITH(5).131"x 3Y4"NAILS.
5. FASTEN ALL JACK RAFTERS TO HIPS AND VALLEYS WITH(4)
.131"x 3Y4"TOE-NAILS.
6. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER
1 (3 CIO
THAN ADJOINING RAFTERS.(U.O.N.) r_ c
7. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3Y4"NAILS. 0 w
i 0 10,
8. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3) II-_ CL 0
E
0 0
.131"x 3Y4"TOENAILS.
.0
9. FASTEN ALL HIPS AND VALLEYS TO PLATES WITH(2)SIMPSON MTS12
TWIST STRAPS WITH(7)10d x lY2"NAILS EACH END OF STRAP. U
0
x
0
CL u-
E�
0-
0-
0
Fn z
z
Ul
—I—
-z
:>
T
Fol K2
Z LL SO
0
Lu
ED
LLI <
T
0'
C-4
ILL
R
REPLACE EXISTING
Lj w g .0
LOWER LEVEL ROOFING w
'ell
NEW PONY LEOWEEN/
2 SCALE:
F A
EXIS NO E
E Ye'=V-0-(U.O.N.)
DO NOT SCALE
NEW RAFTERS
---rp THIS DRAWING
RELEASE DATE:
F 07-18-13
REVISIONS:
BRACE RAFTERSJ
DRAWN BY:
DJM
CHECKED BY:
JKH
SHEET:
ROOF LAYOUT
S-6
gj
-BRICK VENEER WITH VAIR SPACE
0
BRICK VENEER WITH 1"AIR (1)#5 CONT.
AND WALL TIES
SPACE AND WALL TIES
FILL JOINT WITH ELASTOMERIC SILL PLATE
CONT.FLASHING;PROVIDE WEEP HOLES
SILL PLATE U)
@ 33-O.C. CONT.FLASHING;PROVIDE JOINT FILLER -HEIGHT OF CURB VARIES(8- If
WEEP HOLES @ 33-O.C. CONCRETE SLAB 6"MIN. MAX.)
SILL PLATE GROUT AIR SPACE BELOW FLASHING dl
GROUT AIR SPACE BELOW ;o e
0
CONCRETE SLAB a C-4
CONCRETE SLAB SILL FLASHING GRADE
U
PLATE 0 4
CONCRETE SLAB
F2 GRAD
#5 CONT.
'CMU STEMWALL WITH(1)#4 48-O.C.
GRADE
AND IN EACH CORNER.
"CMU ST
'O.C. FILL CELL SOLID AT EACH#4 REBAR.
8"CMU ST MWALL WITH(1)#4 48 -
0
AND IN EACH CORNER. b 2� HOOK REBAR 12"INTO UPPER COURSE
CL 0
1. OF BLOCKS
FILL CELL SOLID AT EACH#4 REBAR ONE STORY��T. z
AND 6'INTO FOOTING. E
JMIN.
HOOK REBAR 12"INTO SLAB AND 6"INTO 0 0
1,-4,, TWO STORY-(2)#5 CONT.
FOOTING. L.
11-- .0
6' ONE STORY-(2)#5 CONT.
V-8' ONE STORY-(2)#5 CONT. ONE STORY-(3)#5 CONT. l'-8" TWO STORY-(3)#5 CONT. z
1.
-91, TWO STORY-(3)#5 CONT.
TWO STORY-(3)#5 CONT.
0
L3
U.
SECTION-MONOLITHIC AT GARAGE w
S SECTION-STEMWALL AT GARAGE
rA ECTION-STEMWALL WITH BRICK SECTION-MONOLITHIC WITH BRICK r—D
��Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
Z_
z O_
z
CONCRETE SLAB
SILL Lu
PLATE:
z
—CONCRETE SLAB SILL —-—-—-—-
Z-
:z PLATE CONCRETE SLAB
Z�
co GRJAD _ CRETE SLAB 'o
CON
GRADE�
D
(1)#5 CONT.
GRAD
EINFORCEMENT(AS NOTED)
STEMWALL WITH(1)#4 48�"O.C. <
Y zi
AND IN EACH CORNER.
LL WITH(1)#4 2 Z
8 Clvlu S I Evift
R. x
FILL CELL SOLID AT EACH#4 REBA
AND IN EACH CORNER.
HOOK REBAR 12"INTO SLAB AND 6"INTO
FILL CELL SOLID AT EACH#4 REBAR.
FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED)
HOOK REBAR 12"INTO SLAB AND 6"
(2)#5 CONT.
ONESTORY INTO FOOTING. P4 Lu
ONE STORY-(2)#5 CONT. V-4' TWO STORY-(2)#5 CONT. (2)#5 CONT.
W
—STORY-(3)#5 CONT.
SE �j c;
CTION PAD FOOTING AT PORCH STEMWALL SECTION PAD FOOTING AT PORCH THICKENED EDGE M
rE
SECTION-STEMWALL SECTION-MONOLITHIC
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
GD- ENGINEER FOR ADDITIONAL REQUIREMENTS. 1^v re
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
BRICK VENEER WITH VAIR SPACE
AND WALL TIES
STHD14 STRAP NAILED TO
CONT.FLASHING;PROVIDE WEEP HOLES
BRICK VENEER WITH 1"AIR SPACE AND CL GARAGE DOOR POST.
@ 33-O.C.
PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOTING
WALL TIES co
GROUT AIRSPACE BELOW FLASHING =� - w -_ g -
DOOR POST.BEND STRAP INTO AS SHOWN.
< cn -
Z U
CONT.FLASHING;PROVIDE WEEP FOOTING AS SHOWN. o s 5
(1)#5 CONT. 20
0
HOLES @ 33-O.C. a.
SILL PLATE 0
ir co
FILL JOINT WITH ELASTOMERIC 6"MIN. GROUT AIR SPACE BELOW FLASHING _0
to <
JOINT FILLER w LL
2 SILL— HEIGHT OF CURB VARIES(8-MAX.) sn �e " SCALE:
= 0
F- #4 WITH 6"HOOK INTO FOOTING 9
w 'E
PLATE < Y.'=1'-0'(LI.O.N.)
--CONCRETE SLAB
AND BENT 12"MINIMUM INTO of < DO NOT SCALE
ICRETE SLAB GRAD%,� X - < I HIS DRAWING
�,< THICKENED EDGE.
GRADE--\
RELEASE DATE:
GRADE
2� 07-18-13
4/_
a"
ts"GMU STEMWALL WITH(1)#4 48"O.C. REVISIONS:
CORNER.
77774
_J�
FILL CELL SOLID AT EACH#4 REBAR.
HOOK REBAR 12"INTO UPPER COURSE
A\0\0
X\
OF BLOCKS AND 6"INTO FOOTING.
I I / x
1151, ONE STORY-(3)#5 CONT.
6'
11-91. TWO STORY-(3)#5 CONT.
DRAWN BY:
1'-8" ONE STORY-(2)#5 CONT. 6"MIN""
DJM
TWO STORY-(3)#5 CONT. CHECKED BY:
JKH
SECTION-STEMWALL AT GARAGE WITH BRICK SECTION-MONOLITHIC AT GARAGE WITH BRICK rF DETAIL-PA51 INSTALLATION(STEMWALL) DETAIL-STHD14 INSTALLATION(MONOLITHIC) SHEET:
T EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS. SD-1
NOTE: IF STEMWALL HEIGH �Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
ENGINEER FOR ADDITIONAL REQUIREMENTS.
L
SHOWER AREA
(2)MS
M36-Z STRAPS
SHOWER AREA Etffl 7111-- E
MONOLITHIC FOOTING
NAIL EACH STRAP TO CRIPPLE STUD
-8 CMU STEMWALL WITH(13)10d COM NAILS
3"MAXIMUM OVERHANG
(OPTIONAL) FASTEN STRAP TO FOUNDATION i
x x 2Y'CONCRETE
WALLWITH�)X 4
CONCRETE SLAB 0
PLAN VIEW �z 0
SCREWSIN MASONRYOR 15 V)
PLAN VIEW :2 LL
(8)X"xl%"CONCRETE 0
> SCREWS INTO CONCRETE. f
.9 C4
<
CONCRETE SCREWS SHALL BE
POWERS"TAPPER"WITH PERMA-SEAL _j 0
(1)#5 CONT.
(1)#4 CONT. GRADE FINISH OR EQUAL.
JIN
, / 8"CMU STEMWALL WITH(1)#4 @ UJI 0
'"M -----STRAP SHALL BE COVERED WITH U) 0
x—HEIGHT OF CURB VARIES 2 (1)#4 CONT. X /y�� /48-O.C.AND IN EACH CORNER. CL 0
SILL— SIDING OR STUCCO
SILL FILL CELL SOLID AT EACH#4 z E
PLATE CONCRETE SLAB PLATE HEIGHT OF CURB VARIES(8-MAX.) 9 0 0
4 K REBAR 16"INTO
x REBAR.HOO
z 6"MI\N NOTE:
V V, PORCH SLAB AND 6"INTO
THIS DETAIL MAY BE SUBSTITUTED FOR
GRAD IE 0
CONCRETE SLAB FOOTING. EITHER THE PA51 STRAP(STEMWALL) &
x z 0
GRAD OR
-8 (2)#5 CONT.
I- THE STHD14 STRAP(MONOLITHIC). o o
All di ILL CL W LL.
0
8"CMU STEMWALL WITH(1)#4 48"O.C.
'X/ AND IN EACH
CORNER.
FILL CELL SOLID AT EACH#4 REBAR. SECTION-PORCH STEMWALL DETAIL- EMBEDDED STRAP ALTERNATE
HOOK REBAR 12"INTO SLAB AND 6"INTO 1,�D-2 '\�D2 0 t;
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT w
z
FOOTING. ENGINEER FOR ADDITIONAL REQUIREMENTS. � ci
1 1-0" ONE STORY-(2)#5 CO T. w Z
ONE STORY-(2)#5 CONT.
1'4" TWO STORY-(2)#5 CONT. NOTE:
TWO STO�Y-(3)#5 CONT. SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOINTS)
Z
AS SOON AS THE CONCRETE HAS HARDENED ENOUGH
NOT TO BE DAMAGED DURING THE CUTTING PROCESS.
SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER (TYPICALLY 1 4 HOURS IN WARM WEATHER)
ZO
—CONCRETE SLAB >
x
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
'o
ENGINEER FOP,ADDITIONAL REQUIREMENTS. z
w
0 o LVw==mmmmr;L-- r"0 -
s t CD m
z zw
FILL CUT WITH 1"DEEP XY8"WIDE SAW _. 2
CUT AT DENOTED
.1
ELASTOMERIC
z
FILLER LOCATIONS.
CONT.
(1)#5
G z
RADE- /m
CONCRETE SLAB
SILL—\ 8"CMU STEMWALL WITH(1)#4 @
CONCRETE SLAB x
\X
<`�48'0.C.AND IN EACH CORNER.
PLATE
Lu
FILL CELL
OLID AT EACH#4
REBAR.HOOK REBAR 16"INTO
c?
s PORCH SLAB AND 6"INTO w
FOOTING.
777/7� 6" &
CONCRETE SLAB
(2)#5 CONT.
V-0" (1)#5 CONT.
11-8
ONE STORY-(2)#5 CONT.
T-8- TWO STORY-(3)#5 CONT.
SECTION TYPICAL SAW-CUT CONTROL JOINT
SECTION PORCH STEMWALL WITH BRICK rT
m
SECTION-INTERIOR BEARING SECTION-THICKENED EDGE NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 1\�2 .2
�D2 ENGINEER FOR ADDITIONAL REQUIREMENTS. E z
o F
o
it
BEARING POST(AS NOTED)
SCALE:
E
CURB HEIGHT VARIES CONCRETE SLAB CONCRETE SLAB
E Y4"=V-ON(LI.O.N.)
DO NOT SCALE
SILL-� CONCRETE SLAB THIS DRAWING
RELEASE DATE:
CURB HEIGHT VARIES
cr. 07-18-13
ul Lu REVISIOW:
< �0-
<
>
(AS NOTED) REINFORCEMENT(AS NOTED)
ONE STORY-(2)#5 CONT. DRAWN BY:
TWO STORY-(3)#5 CONT.
CHECKED BY:
SEC JKH
Q'� TION-NON-BEARING STEPIDOWN
SE
CTION-BEARING STEPIDOWN SECTION-INTERIOR BEARING PAD FOOTING \,,�D2 SHEET:
SD-2
\\LD�-2
ROOF COVERING(BY OTHERS)
RAFTER AS NOTED
ON LAYOUT
CEILING JOIST AS
NOTED ON LAYOUT
E
X6'OR'%2'RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
DOUBLE PLATE CORNICE DETAIL
'y32'RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF
OTHERS) e 0
'y32'RATED SHEATHING,EXPOSURE I-METAL ROOF
NUT WITH Yx 3"x X"WASHER
FASTEN WITH 0.1 13'x 2%'RING SHANK
LBPS Y2 SLOTTED
ALTERNATE:SIMPSON NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
cl)
WASHER WITH 1"CUT WASHER.
I LL
%"0 THREADED ROD 0
GYPSUM BOARD co
U) r- c
2x SYP#2SUBFASC HURRICANE ANCHOR AT EACH RAFTER(SEE 0
;IAWlTH 9 _j cc
N Y8"O x 6 X"TITEN HD ROD COUPLER 9 -
SIMPSO th 9!
'x 3 X"ENDNAILS AT TRUSS ROOF FRAMING NOTES) 0. 0
WITH 1"CUT WASHER (2)0.131
MINIMUM 1 Y2'BEARING AT SEAT CUT Lu E -
o o
TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y4'NAILS
z
NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.
(I.I.O.N.) :9
x
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)
U. u-
di z
DETAIL-THREADED ROD ASSEMBLY GYPSUM BOARD M
RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0.131-x 2 Y2'NAILS @ 6-O.C.ON z-
z
0-
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS.
(U.O.N.)(BLOCK ALL EDGES)
Z
2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
ROOF COVERING(BY OTHERS)
NUT WITH 1"CUT WASHER
2 Lu
RAFTER AS NOTED 2x SPF#2 SOLE PLATE(U.O.N.)NAIL TO RIM z
ON LAYOUT
E
BOARD WITH 0.131"x 3 X�NAILS @ 6-O.C.
CEILINGJOISTAS
G
E
D
3 S BY OTHERSe)
T
-OR'%2 RATE
RATED PLYV
2-RATED SHE�
T IL
A
FASTEN WITH ol
NAILS @ 6.0 C C
o
NOTED ON LAYOUT 21/32'RATED STURD-1-FLOOR(T&G)SHEATHING
X16"OWY32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF
GLUED AND NAILED.FASTEN WITH 0.131"x 2 YY RING Z(D
CORNICE DETAIL t t7l �9
lY32-RATED PLYWOOD SHEATHING,EXPOSURE 1-TILE ROOF F2
SHANK @ 6-O.C.ON EDGES AND 12-O.C.IN THE 0
OTHERS) lY32-RATED SHEATHING,EXPOSURE I-METAL ROOF FIELD.
FASTEN WITH 0.113"x 2 Ye'RING SHANK <
FLOOR JOIST(I-JOIST SHOWN,SAWN
NAILS @ 6-O.C.ON EDGES AND INTERMEDIATE SUPPORTS. JOIST SIMILAR-SEE SECTION"C"ON
Z u.
0
-- --- SD-4 FOR OPEN WEB TRUSS) Lu
Z
GYPSUM BOARD
Lu
GYPSUM BOARD
HURRICANE ANCHOR AT EACH RAFTER(SEE c 5
<
ROOF FRAMING NOTES) RIM BOARD
L
SCIA WITH MINIMUM 1 YZ BEARING AT SEAT CUT -g
2)�_SYP#2 SUBFA N 3 TOENAILS 0 2
TOENAIL RAFTER TO PLATE WITH(3)0.131"x 3 Y4'NAILS NAIL JOIST TO PLATE WITH(2)0.131
(2)0.131"x 3 Y4'ENDNAILS AT TRU SS
(2)2x-SYP#2 DOUBLE PLATE(U.O.N.)
NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.
-R �D
(I.I.O.N.)
TOENAIL RIM BOARD TO PLATE WITH
(2)2x SYP#2 DOUBLE PLATE(I.I.O.N.) 0.131'x 3Y4'NAILS@ B-O.C.
THREADED COUPLING AS REQUIRED
GYPSUM BOARD
GYPSUM BOARD 12
z
p
2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT)
�_�_2x SPF#2 STUDS@ 16"O.C.-U.O.N.(SEE WALL LAYOUT) A > a
z
-X6'RATED SHEATHING,EXPOSURE 1. RATED SHEATHING,EXPOSURE 1.
FASTEN WITH 0.131"x 2 Y2'NAILS @ 6-O.C.ON
FASTEN WITH 0.131-x2 Y2'NAILS @ 6"O.C.ON
EDGES AND 12"O.C.ON INTERMEDIATE SUPPORTS. EDGES AND 12"O,C,ON INTERMEDIATE SUPPORTS,
SCALE:
(I.I.O.N.)(BLOCK ALL EDGES) (U.O.N.)(BLOCK ALL EDGES) 'E
E I�-O'(U.O.N.)
8 Do NOT SCALE
THREADED ROD ASSEMBLY AT 4
THREADED ROD ASSEMBLY AT I titS DRAWING-
NOTED SPACING(SEE DETAIL'C'
NOTED SPACING(SEE DETAIL'C' 31 RELEASE DATE:
THIS SHEET) I
THIS SHEET) 07-18-13
REVISION&
2x TREATED SYP#2 SILL PLATE WITH
FOR STUCCO 2x TREATED SYP#2 SILL PLATE WITH
INSET WALL YZ FOR STUCCO SIMPSON Y8'x 6'TITEN HD(OR TITEN HD ROD COUPLER) INSETWALLY2 APPLICATIONS SIMPSON Y8'x 6'TITEN HD(OR TITEN HD ROD COUPLER)
APPLICATIONS WITH V CUT WASHER@ 48"O.C. WITH 1-CUT WASHER@ 48-O.C.
SEE FOUNDATION DETAILS
SEE FOUNDATION DETAILS
2 DRAWN BY:
DJM
SECTION-TYPICAL EXTERIOR TWO STORY WALL & CHECKED BY:
(-B I
JKH
SEC
r-A
TION-TYPICAL EXTERIOR ONE STORY WALL 1 SHEET:
SD
�,�-3
SILL PLATE(BELOW)
9
2x CORNER FRAMING FULL 0
HEIGHT STUDS(TYPICAL)
--(2)ROWS OF 0.131'x 3 Y4' W
E W
2x SPF#2 SOLE PLATE(I.I.O.N.)NAIL TO BAND NAILS @ 12-O.C. 9
All
BOARD WITH 0.131"x 3 Y4'NAILS @ 6'O.C. STAGGERED(TYPICAL)
0
BAND BOARD
LL tm 4)
2x6 OR 2) (ALL 0
SILL PLATE(BELOW)
2x4 CORNER FRAMING FULL HEIGHT STUDS
OPEN WEB TRUSS 0 W
MINIMUM OF(3)2x4 BLOCKS 12"LONG NAILED 0 C.
0. 0
E
WITH(4)0.131'x 3 Y4'NAILS TO EACH ADJACENT 29
SHEATHING CONTINUOUS FROM BAND BOARD
TO UPPER PLY OF DOUBLE PLATE. FASTEN WITH STUD 0
ALTERNATE:INSTALL SOLID STUD IN THIS
EDGE NAILING REQUIREMENTS OF UPPER WALL 9v .2
r SPACE
TOENAIL TRUSS TO PLATE WITH
2x4 CORNER FRAMING FULL HEIGHT STUD
(2)0.131'x 3 Y4'NAILS x
0
--(2)ROWS OF 0.1 31"x 3 X" 6j CL LL.
DOUBLE PLATE(U.O.N.)
NAILS @ 12"O.C.
2A FRAMED WALL
SECTION-TYPICAL FRAMING AT 900 CORNERS
SECTION-TYPICAL OPEN WEB FLOOR TRUSS rF z 0-
1\�4
P-1 6
1\�4 Z
NAIL SCAB TO TOP CHORD WITH
0.1 31'x 3 Y4'NAILS
(4 Lu
ROOF OR FLOOR FRAMING(AS NOTED)---,. z
ADD 2x4 VERTICAL SCAB IN EACH
CONNECTOR IF NOTED
TRUSS IF NO WEB IS PRESENT (SEE CONNECTION SCHEDULE) z
'x 3 Y4' NAILS TYPICAL AT zzz F P: >
3 0.131
-UPLIFT CONNECTOR(AS NOTED)
aCH TRUSS z
Z5 tr E w
/-2x4 SPF BLOCKING-NAIL WITH(2) 2X4 X-BRACE ACROSS LENGTH OF r"0
0.131"x 3Y4'NAILS AT EACH END SHEARWALL < co
(END NAIL OR TOENAIL)
NAIL SCAB TO PLATE WITH(3) z 0
Lu
X"TOENAILS
0.131"x 3
GYPSUM BOARD
TRUSS(AS NOTED)
Lu
-TRUSS BOTTOM CHORD 2x4 BLOCKING BETWEEN TRUSSES (2)2x—SYP#2 DOUBLE PLATE(U.O.N.)—
TOENAILED TO DOUBLE PLATE WITH
\-NAIL PORCH SHEATHING AS NOTED 0.131"x 3 Y4'NAILS @ 4"O.C.
2x SPF#2STUDS@16"0.C.-U
O.N.
DOUBLE PLATE
EXTERIOR FRAMED WALL
(SEE WALL LAYOUT)
�D
MINIMUM V16'RATED SHEATHING,
EXPOSURE I FASTEN AS NOTED
ON WALL LAYOUT(BLOCK ALL EDGES)
SECTION-INTERIOR SHEARWALL PERPENDICULAR TO TRUSS -------GYPSUM BOARD g -g
SECTION-EXTERIOR WALL PERPENDICULAR TO TRUSS rG
SECTION ONLY APPLIES WHEN REFERENCED j 26
THREADED ROD ASSEMBLY(IF NOTED) E z
>
INTERIOR SHEARWALL(IF NOTED)SHALL Z
0
USE Yi6'RATED SHEATHING FASTENED
NAIL EACH END OF BLOCKING TO
AS NOTED.
CHORDS WITH(3)0.131"x 3 X"
BOTTOM
/-TRUSS(AS NOTED) INSTALL
2x4 BLOCKING BETWEEN 2x TREATED SYP#2 SILL PLATE WITH -z� SCALE:
TRUSS BOTTOM CHORDS @ 12-O.C. I Y."=f-T(U.O.N.)
SIMPSON YB"x 6"TITEN HD @ 48"O.C.MAX. 1 DO NOT SCALE
2x4 SPF NAILER-NAIL TO TOP PLATE WITH .42
THIS DRAWING
SSEMBLY(IF NOTED)
VVALL(I F NOTED)SHALL
0 131'x 3 Y4'NAILS @ 6"O.C. H TH I NG FASTENED RELEASE DATE:
BOTTOM CHORD OF TRUSS 2x—SPF#2 SOLE PLATE
NAIL EACH BLOCK TO DOUBLE PLATE WITH(3) 07-18-13
WITH 0.1 31"x 3 Y4'NAILS-----___ REVISIONS:
@ 8"O.C.-U.O.N.
0.131'x 3 Y4'NAILS
j
l\-NAIL PORCH SHEATHING AS NOTED DOUBLE PLATE
FLOOR BEAM(AS NOTED)
RATED SHEATHING,
EXTERIOR FRAMED WALL MINIMUM X6
EXPOSURE I FASTEN AS NOTED
SLAB ON GRADE CONDITION RAISED FLOOR CONDITION DRAWN BY:
ON WALL LAYOUT(BLOCK ALL EDGES) DJM
CHECKED BY:
I,-�E SECTION-EXTERIOR WALL PARALLEL TO TRUSS SECTION-INTERIOR SHEARWALL PARALLEL TO TRUSS �K SECTION-TYPICAL INTERIOR BEARING AND/OR SHEARWALL JKH
j SHEET:
\,,�-4 THIS SECTION ONLY APPLIES WHEN REFERENCED
r,SD-4
TYPICAL HEADER TO KING STUD CONNECTION(SEE TABLE)
(2)2x
(TYPICAL DOUBLE PLATE SPLICE) SYP#2 DOUBLE PLATE(U.O.N.)NAIL
a . I - PLATES WITH 0.131'x 3'NAILS@ 8-O.C.
JOINT IN LOWER PLATE— 48"MINIMUM SPLICE LENGTH JOINT IN UPPER PLATE NAIL EACH PLY OF KING AND JACK STUDS TOGETHER I I .
STAGGERED 9 5
MINIMUM NAILING OF
WITH 0.131'x 3 Y4'NAILS @ 6-O.C.STAGGERED STUD TO PLATE NAILING
(16)0.131'x 3-NAILS IN THIS ZONE. THREADED ROD ASSEMBLY CENTERED TYPICAL STUD TO I
(TYPICAL) TYPICAL FRAMING AT CHANGE IN
UBLE PLATE
ON SPLICE IN PLATE OR THREADED ROD
8"MAX. ASSEMBLY WITHIN 12"ON EACH SIDE OF JACK STUD AND KING PLATE HEIGHT
6"MAX JOINT. S NNECTION STUD SIZE END NAIL TOENAIL
STUD REQUIREMENT
6"MAX.
(SEE WALL LAYOUTI
a \C�oo A AL ____�—MSTA36 STRAP CENTERED ON CHANGE IN 2X4 (2) (3)
x
2x8 (4) (5) LL r-
cn
—THREADED ROD ASSEMBLY WITHIN
6'OF SPLICE IN LOWER PLATE 0
2xlO (5) (6)
2X4 BLOCKING BETWEEN STUDS TOENAIL m
ALTERNATE:IF ROD IS GREATER
NAIL EACH PLATE TO JACK STUD OR ENDNAIL EACH END TO ADJACENT U)
THAN 6"FROM SPLICE-ADD ALL NAILS NOTED ARE 0.131'x 3 Y4'
SSP AT SPLICE. ITH(3)0.131'x 3 Y4'NAILS-TOENAIL STUD WITH(3)0.131'x 3 NAILS _j 0 m
R END AIL(TYP ci
CL
0
A w E ao
o t7-
2x SPF#2 STUDS @ 16"O.C.(U.O.N.) 0 0
(SEE WALL LAYOUT)
HEADER NAILING REQUIREMENTS w
DOUBLE SILL REQUIRED WHERE OPENING LL IL LL.
2X6
WIDTH E CEEDS 6 N.) (3)NAILS PER PLY
THREADED ROD ASSEMBLY AT
2x8 (4)NAILS PER PLY
NOTED SPACING
z 0
2xI0 (5)NAILS PER PLY z
JOINTN SILL PLATIf'
2x12 (6)NAILS PER PLY
2x TREATED SYP SILL PLATE Z
9 'LVL (5)NAILS PER PLY
Y2
Lu
lul 9 u u u u lu, 11!/8"LVL (6)NAILS PER PLY I �_q 2
lul u z m
'E
14"LVL (7)NAILS PER PLY
4"MIN.; TYPICAL STUD TO SILL PLATE fa
THREADED ROD ASSEMBLY SIMPSON Y8'x 6'TITEN HD I
pq zo
(B Yo 12"MAX. CONNECTION P:
>
(BEYOND) 16"LVL (8)NAILS PER PLY
1 1 4 W;� '0,-,
z
BUILT-UP CORNER POST BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) z R g
SIMPSON'/8'x 6 Y4'TITEN HD ROD COUPLER
0
NAIL EACH PLY WITH 0.131'x 3 Y4'
Z
NAILS @ 6-O.C.STAGGERED
DETAIL-TYPICAL WALL FRAMING CONDITIONS Z z<
0
Lu
z
M
12"MAX.
Lu
5
0
6
__�—INSTALL MSTA24 STRAP
LOOPED OVER DOUBLE
INSTALL DSP CLIP @ 32"O.C.— I'
ON 3
MAXIMUM SPACING (U.O.N.) PLATE.NAIL TO CRIPPLE
1.4
EACH SIDE WITH(6)
.131"x 1 Y2'NAILS.
DOUBLE PLATE R
STRAP CRIPPLE
JACKS AND KING STUDS TO HEADER WITH
(AS NOTED) Z
LSTA18 STRAP
HEADER(AS NOTED)
< 0
w
2x BLOCKING(TYPICAL)
------------------------
(3)0.131'x 3X"TOENAILS AT EACH END --------- -----------
THREADED THREADED
I T-1 n———T�———7——— 7 7 T-1———T-1——— ———TI——— F_ T-
SCALE:
ROD ASSEMBLY
Ya'=1'-O'(U.O.N.)
FAIPLIECAAR SILL PLY TO KING STUD ROD'ASSEMBLY
WITH(3)0.131"x 3 X"NAILS-TOENAIL DO NOT SCALE
THIS DRAWING
OR ENDNAIL(TYPICAL) NOTE: NOTE:
S
THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY E RELEASE DATE:
-18
BEVEL BLOCKING AS REQUIRED FOR MINIMUM 1
_t 07 -13
NOT REQUIRED AT GA NOT REQUIRED AT GARAGE 'e REVISIONS:
RAGE
NAIL PENETRATION INTO MAIN FRAMING
DOOR OPENINGS(U.O.N.) DOOR OPENINGS(U.O.N.)
MEMBERS.(TYPICAL) 4
(2)2x—SILL
u
ANCHOR BOLT AS REQUIRED
ANCHOR BOLT AS REQUIRED
SHEATHING MAY CANTILEVER UP TO 2"
MAXIMUM PAST SUPPORTS.ALL WINDOW
FLUSH HEADER CONDITION DROPPED HEADER CONDITION DRAWN BY:
ATTACHMENTS MUST BE ANCHORED INTO 2x
DJM
MEMBERS.
CHECKED BY:
JKH
DETAIL-TYPICAL ARCH TOP OPENING DETAIL-DOUBLE PLATE STRAPPING OVER WIDE OPENINGS
SHEET:
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
SD-5
END VERTICAL BRACING REQUIREMENTS /—LAST TRUSS IN ROW REQUIRING BRACING
NAIL DIAGONAL BRACE TO BLOCKING WITH(3)NAILS A-
BRITTLE FINISH FLEXIBLE FINISH
2x4 BLOCKING-TOENAIL OR ENDINAIL
BRACING 16"O.C. 24"O.C. 16"O.C. 24"O.C. EACH END TO ADJACENT TRUSS WITH —RATED ROOF SHEATHING
(3)NAILS
U)
NAIL DIAGONAL BRACE TO INTERMEDIATE 4)
NONE REQUIRED 0'TO 53" 0"TO 47" 0"TO 67" 0"TO 59" ROOF SHEATHING WEBS WITH(2)NAILS
x
2 -BRAf'E 54"TO 114" 48"TO 99" 60"TO 126" 0
X4 L 68'TO 145" 2x4 SPF No.2 DIAGONAL BRACE uj 0)
ROOF TRUSS(BY OTHERS)WITH (TYPICAL AT EACH END OF
2x6 L-BRACE 11 15"TO 182" 1100"TO 158' 146"TO232" 1127"TO201' LLJ m
I BRACE(IF REQUIRED) CONTINUOUS LATERAL BRACING)
NOTE: .8 _j
co 0
i TO REPLACE(1)ROW OF LATERAL BRACING NAIL DIAGONAL BRACE TO TRUSS
BRITTLE FINISHES ARE STUCCO OR ADHERED VENEER 4)
INSTALL 2x4 No.2 SYP T-BRACE NAILED TO WEB WITH(3)NAILS w 2
FLEXIBLE FINISHES ARE WOOD SIDING,HARDI-PANEL, 0 co
EACH PLY OF TRUSS WEB AT 6-O.C.WITH ad
�3 BRICK VENEER,ETC. 1 —CONTINUOUS LATERAL BRACE(QUANTITY
i
cc
RATED ROOF SHEATHING 0.131"x 3"NAILS TO REPLACE(2)ROWS OF 0
0 4D
AND LOCATION DEFINED BY TRUSS SHOP
Z U)
2x L-BRACE NAILED TO LATERALBRACING INSTALL 2x6 No.2 SYP rL 0
CL _> DRAWING.)
V T-BRACE NAILED TO EACH PLY OF TRUSS E
ERTICAL WEB WITH o
0.1 31"x 3"NAILS @ 6"O.C. -------------- --- WEB WITH 0.131"x 3"NAILS @ 6"O.C. NAIL CONTINUOUS LATERAL BRACE TO
EACH TRUSS WEB WITH(2)NAILS P .0
it U) .!2
Lu VERTICAL WEB IN GABLE -------
END TRUSS _�ROOF TRUSSES(BY OTHERS)
<
M 9L u.
NOTE: Zmum 1) CONTINUOUS LATERAL BRACES SHALL BE lx4
>
w
Lu FOR CONTINU( S LATERAL BRACE
16"OR 24"O.C. T-BRACING TO BE USED WHEN CONTINUOUS No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) p=
w x
i NOTES:
2x LOOKOUTS AT 48"O.C. i
(3)TRUSSES �J
LILI SPACING(SEE BLE) LATERAL BRACING IS IMPRACTICAL. 2) ALL NAILS SHOWN SHALL BE 0.131"x 3"NAILS
z Y'
(U.O.N.) 0-
z
SECTION-TYPICAL T-BRACE DETAIL-TYPICAL LATERAL TRUSS BRACING Z
DETAIL-TYPICAL VERTICAL BRACING AT GABLE END 16
rA ig w,
z Lu
2x4 SYP BLOCKING BETWEEN— E'
LOOKOUTS H2.5A AT EACH LOOKOUT NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 NAILS NUT&3 x 3"x X"WASHER -Z
2x4 LOOKOUTS @ 48"O.C.FOR (SEE THREADED ROD ASSEMBLY DETAILS.) ZO
EXTERIOR SHEATHING SHALL (3)0.131'x 3 Y4'TOENAILS AT EACH z
OVERHANG 2x6 BLOCKING BETWEEN TRUSSES WITH LOOKOUT TO TOP CHORD OF TRUSS.
BE NAILED TO BOTTOM CHORD _--12"LONG 2x—SCAB(MATCH BOTTOM CHORD)WITH Y2" Z5
ROOF SHEATHING(AS NOTED) (3)0.131"x 3 X"NAILS EACH END Z E Z m
OF TRUSS WITH 2x4 BLOCKING REQUIRED BETWEEN x SPACERS-NAIL wl(3)0.131"x 3"NAILS 0
LOOKOUTS
O.l3l'x2Yl'NAILS @ 6"0 C ROOF SHEATHING(AS NOTED
BOTTOM CHORD OF GABLE END TRUSS z
(U.O.N.ON WALL LAYOUTj
2x—BARGE RAFTER
S2
BALLOON FRAMED STUDS W Lu
I THREADED ROD ASSEMBLY
(AS NOTED) I__
SINGLE PLATE NAIL TO TRUSS FASCIA(BY OTHERS)
SECTION A-A 2x4 LOOKOUTS @ 48-O.C.
BOTTOM CHORDWITH 0.131'x3k 2x4 LOOKOUTS @ 48"O.C.
FOR OVERHANG
NAILS @ 6"O.C.
H3 CLIP OR EQUAL AT EACH H2.5A AT EACH LOOKOUT
z
GABLE END TRUSS(DROP GABLE)
LOOKOUT
ROOF SHEATHING(AS NOTED)
2x6 BRACE SPACED @ 48-O.C.UNLESS
OTHERWISE NOTED ON ROOF LAYOUT.
TOP CHORD OF GABLE END
DETAIL-BALLOON FRAMED GABLE END(LOW CEILING VAULT) TRUSS
ADD 2x4 T-BRACE NAILED @ 6"O.C.
INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN)/2 OF EXTERIOR ROOF PITCH
"x 2 Y'NAILS IF BRACE 'b
VERTICAL WEB OF GABLE END 2 Q�
WITH 0.131 2
LENGTH EXCEEDS 9'-0". TRUSS
H2.5A AT EACH LOOKOUT
>
z
< 0
2x4 LOOKOUTS @ 48"O.C.FOR NUT&3"X 3"x Y4'WASHER
OVERHANG
OTED) A
ROOF SHEATHING(AS N
2x4 SYP BLOCKING BETWEEN 12"LONG SCAB SCALE:
(MATCH BOTTOM CHORD)
Ya7=V-0"(U.O.N.)
LOOKOUTS DO NOT SCALE
WITH Y2'SPACERS
---BALLOON FRAMED STUDS THIS DRAWING
(AS NOTED) 92 RELEASE DATE:
SEE DETAIL"G"ON SD-6
2� 07-18-13
GBC CLIP-(2)REQUIRED AT EACH BRACE BOTTOM CHORD OF GABLE 11;
—DOUBLE PLATE REVISIONS:
—INTERIORVAULT GYPSUM BOARD CEILING END TRUSS
TOENAIL BOTTOM CHORD OF
TRUSS TO DOUBLE PLATE WITH
--EXTERIOR SHEATHING SHALL BE (2)2x—DOUBLE PLATE
)F 0.131'x 3Y4'NAILS @ 8-O.C. THREADED ROD ASSEMBLY
NAILED TO UPPER PLY 91
DOUBLE PLATE WITH NOTE: 11
2x4 DRYWALL BACKING INSTALLED
ALL MEMBERS SHALL BE#2 SYP. 2x STUDS
0.131"x 2Y2'NAILS@ 6-O.C. CONTINUOUSLY BETWEEN BRACES DRAWN BY:
J_L — _�[ — __ — DJM
(U.O.N.ON WALL LAYOUT)
CHECKED BY:
JKH
E DETAIL-BALLOON FRAMED GABLE END(HIGH CEILING VAULT) SECTION-GABLE END DIAGONAL BRACING SECTION-PLATFORM FRAMED GABLE END
2 SHEET:
INTERIOR CEILING PITCH EXCEEDS Y2 OF EXTERIOR ROOF PITCH �-6 THREADED ROD NOT SHOWN FOR CLARITY
SD-
INSTALL Si CLIPS AT 32"O.C.AT DOUBLE
�.j
PLATE
NOTE:
ATTACH DOUBLE PLATE TO STUD PER P47
DETAIL`G"ON SD-7 ALTERNATE:MSTA24 STRAP LOOPED OVER
DOUBLE PLATE NAILED WITH(6)10d x 1 Y2"NAILS
EXTERIOR BEAM(AS NOTED) INTO EACH SIDE OF STUD
UPPER LEVEL STUD
e 0
DOUBLE PLATE UPPER LEVEL STUD U) to
6 (CUT TO LENGTH)FROM UPPER
CS1 STRAP _j to 5�
CS16 STRAP(CUT TO LENGTH)FROM UPPER
STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). M
NAIL INTO UPPER STUD WITH(11)10d AND NAIL NOTCH BEAM AS REQUIRED TO STUD TO HEADER BELOW @ 32-O.C.(U.O.N.).
FIT BENEATH DOUBLE PLATE
.e Uj
INTO BEAM WITH(11)1 Od NAILS. NAIL INTO UPPER STUD WITH(11)10d AND NAIL
An 114
-,—BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE INTO HEADER WITH(11)10d NAILS.
BEAM BEARS ON(2)2x JACKS BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 0
(TYPICAL-U.O.N.) M
—BEGIN NAILING 1"MINIMUM BELOW TOP OF 0
NAILING NOT REQUIRED BETWEEN UPPER SILL
BEAM CONDITION: 1 W 0. 0
PLATE AND LOWER DOUBLE PLATE. z
E
(NOTCHED BEAM) ro z 0 t::,
BEAM(AS NOTED) -5 U j_- C
FLOOR SYSTEM(AS NOTED)
BEGIN NAILING 1'MINIMUM BELOW DOUBLE
DETAIL-CONNECTION OF UPPER LEVEL STUD OVER BEAM
PLATE M
Uj All
THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED [L 8 U-
DOUBLE PLATE
NAIL SHEATHING TO DOUBLE PLATE WITH
'l 2 Y2"NAILS @ 6-O.C. LOWER LEVEL HEADER(AS NOTED)
MONOLITHIC IFOUNDATION,EXTERIOR "O.C.
NAIL SHEATHING ALONG BOTTOM OF HEADER @ 3
(2)ROWS OF 0.131
g
X8"x 8"TITEN HD SCREW ANCHOR
6
INSTALL DSP CLIPS @ 24"O.C.OR
OrY8"x 6"SCREWANCHOR BY HURRI-BOLT,INC.
or Y8'THREADED ROD SET 4 Y2'INTO ADHESIVE SPH—@ 32"O.C.
EXTERIOR BEAM(AS NOTED) DE 9
rG TAIL-CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW
STEMWALL FOUNDATION-EXTERIOR DOUBLE PLATE \1�1 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED 2 z LU
Y2'THREADED ROD SET 7"INTO ADHESIVE 3
BEAM INSTALLED BENEATH DOUBLE PLATE
INTERIOR APPLICATIONS- BEAM BEARS ON(2)2x JACKS z 26
IF EDGE DISTANCE EXCEEDS 5" (TYPICAL-I.I.O.N.)
Metal Connector Fastening Schedule z-
USE MONOLITHIC CONDITION Simpson ID USPID _Uplift Capacity(Ili Fasteners Anchorage(U.0.14.) 0
CONDITION: 2 A35 MPA1 n/a (12)0 131,x 1 W, We z Jul
!z
(DROPPED BEAM) ABLI44-Z PAU44-TZ 2200(SYP) (12)0 162"x 2Y�'or(12)0 162'x 3YV 5/8"w/7'embed .8 CD
ABU66-Z PAU66-TZ 2300l (12)0 162"x 2Y."or(12�0 162"x 3Y�" 5/8"w/7"embed
Z
CS16 PS150 11l or SPF) (11)0.148'x 3'in each end-(22)total l e 0 wo
r4 LLj
DETAIL-T'l RSPTl 777S7r-o-r9T5l -into studs
L DTT2-Z INSTALLATION DETAIL-EXTERIOR BEAM TO WALL CONNECTION DSP (8)0 148"x I'A
�l 0.148"x 1%*into double plate
DTT2Z DTB-TZ 2145(SYP)1835(SP (8)Y."X I Y2'SDS Y."wl 416"embed(mono)and 7'embed(stem)
(USP DTB.TZ SIMILAR) (1y — —
GBC HC520 nfa (5)0.131"x 1%'into gable brace n1a
(7)0 131"x 21/.*into double plate Ll u,
MONOLITHIC FOUNDATION-EXTERIOR H2,5A l use RT7 800(SYP) (5)0 131"x 21/�"in each end-�10)total l
<
end-(16)total hill
H25T l use RT7 545(SY P or SPF) (5)0 131"x 1Vin each
A
2 4, RT3A 455(SYP) (4)0 131"x 216"In each end-(8)total We
TITEN HD SCREW ANCHOR Pq 0,
Y'x12 ALTERNATE ANCHOR: H3
H6 LFTA6 950(SYP)82C(SPP) (8)0 131"x 2/."in each end-(1l l
or%"THREADED ROD SET 7"INTO ADHESIVE x 6'TITEN HD
. 5:�-,;�-, 6
Y2 H8 RTEA 745(SYP) 5)0 148"x 11/1"in eac h an d-(10)total n1a I-
Z-EXTERIOR BEAM (MECHANICALLY GALVANIZED) HE)08 n1a use UPHD8 76301 5495�SPF) (20)%'x 3'SIDS w/15"embed(SET epoxy only)
STEMWALL FOUNDATION-EXTERIOR
(AS NOTED) HDU5 PHD5 5645(SYP)40l (14)'/,'x 2Y.'SDS 5/8"w/7*embed(mono)and 12'embed(stem)
WITH 2"XY8"WASHER �Z)
THREADED ROD SET 12"INTO ADHESIVE HDU8 PHID6 69701 5020�SPIF) (20)%'x 3'SIDS 7/8"w/15"em bed(SET ape
H6 CLIP FROM HETA16 HTA16 1810(SYP) (10)0,148"x 1Y." 4"embed
POST TO BEAM HTS20,HTS24 or HTS30 HTW20,HTVV24 or HTW30 1450(SYP)1245�SPF) (10)0.148"x 3'in each end-(20)totai n/a
INTERIOR APPLICATIONS- HTSM16 or HTSM20 HTWM16 or HIVVM20 1175(SY P) (8)0.148"x 3'into wood
IF EDGE DISTANCE EXCEEDS 5"USE LAP BEAM PLIES AND 2Y,"Titan into CMU
(4)%'x 1%"Ttan into concrete v
YY x 12'TITEN HD SCREW ANCHOR NAIL AS SHOWN-(5)
HTT4 HTT4 4235l 364l �18)0 162'x 21K 5/8'wl 7'embed(mono)and 12'embod(stem)
Lul -- 6 'T
or%"x 871TEN HD SCREW ANCHOR 0.131"x 3 X"NAILS PER PLY HT76 H7T5 5090l 4375(SPF) (26)0.162"x 2Y� 518"w/7"embed(mono)and 12'embed(stem)
LTP4 MP4F n/a (12)0 131"x 1 Y� We
or Y8"THREADED ROD SET 6"INTO ADHESIVE
PT POST(AS NOTED) TS—TA 18 LSTA18 1235l 1110(SPF) (7)0 148"x 3"in each end-(14)total n/a
i n Z
LTS12 LTVV 12 775(SYP)61 (6)0 148"x 3'in each end-(12)total nua 0
DETAIL-TYPICA
L HTT5 INSTALLATION H6 CLIP FROM POST MSTA24 M STA24 1640(SYP)1455�SPF) (9)0,148"x 3'in each end-li18)total n/a
MSTAM24 M STAM 24 1500(SYP or SPF) (9)0 1AB"x 3'into wood n/a
(USP Pi SIMILAR) TO BEAM PT POST(AS NOTED) (5)Y4"x 21/,"Titan into CMU i2z
(5)Vx Ill Titan into concrete
SCALE:
EXTERIOR BEAM ABU POST BASE 2050(SYP)1820liSPF) (11)0.148H
MSTA30 MSTA30 x 3"in each end-(22)total l 9
(AS NOTED) MSTA36 M STA35 2050(SY P or SPF) (13)0.148"x 3'in eac h on d-(25)total rl
MONOLITHIC FOUNDATION-EXTERIOR (AS NOTED) .42 DO NOT SCALE
MSTAM36 MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood n a
THIS DRAWING
3/V THREADED ROD SET 15'INTO ADHESIVE THREADED ROD (8)Y,"x 2Y,"Titan into CMU 9
—---—------- ----------
PLAN VIEW AT TOP OF POST 0. (8)Y,"x 131,"Titan into concrete e
S RELEASE DATE:
WITH NUT SET IN
.0 MTS12 or MTS20 MTW 12 or MTVV20 1000l 81 (7)0 148"x 3'in each end-(14)total We 07-18-13
STEMWALL FOUNDATION-EXTERIOR ADHESIVE
MTSM 16 or MTSM 20
HTWM 16 or HTWM20 8l (7 0 148"x 3'into wood... REVISIONS:
THREADED ROD SET 15'INTO ADHESIVE (7-EMBEDMENT) (4)V x 2Y."Tten into CMU
(4)%*x I/."Titan into concrete
PA51 ITA51 13685(SY P or SPF) 1(21)0.162"x 2Y2 or(21)0 162"x 3YV 4'embed
INTERIOR APPLICATIONS- SPH4 or SPH6 ISPTH4 or SPTH6 1680(SYP)585(SPF) 1(12)0.148 x ri
IF EDGE DISTANCE EXCEEDS 5"USE SSP RSPT6 0.148"x IVinto studs n/a
'nto double
0.148'x 11A�rnto double late
THREADED ROD SET 8"INTO ADHESIVE -�TH D1 4
1 8)0,148 x 3 1V 14"embed
J
i -- DRAWN BY:
DJM
SIDE VIEW AT BASE OF POST 1 Allco'nirectors,aremanufactured by Simpson Stral orUSPStructural Connectors(U.O.N
CHECKED BY:
2.SYP=Southern Pine;SPF=Spruce-Pine-Fir JKH
SHEET:
DETAIL-TYPICAL HDU8 INSTALLATION DETAIL-TYPICAL CONNECTIONS AT EXTERIOR POST 3,Mono=monolithic concrete;stem�Masonry stomwall orbond beam
----- --------
l7 4 Anchorage refers to threaded anchors with noted diameters and embedment depths �R
\,�-7 (USP Pi SIMILAR) 9.SD-7
REVISIONS
DA TE NO.
�h
Planning and Zoning Department
This approval verifies compliance with applicable
zoning, subdivision and other local land
development regulations, but does not constitute
approval for the issuance of permits Compliance
with Florida Building Code and all oth'er applicable
local, State and F�deral permitting requirements
must be v riifiedobfy signature of the City of Atlantic
Beach Bu�,ld g ficial prior to the issuance of a
Building Permit.
Approved By:
Date: Comm ni y De elopment eCt r
INPEX Off PRAVVIN&5
c,
AR6HITE6TURAL
NO
6-1 6OVER �5HEET
A-1 6 1 TE PLAN
A-,7 PEMOLITION PLW5
A--3 ff IR6T ffLOOR PLAN
A-4 PE6r\ & PEROOLA PLAN
A-5 ROOff PLAN
A-(o ROOff ffRAMINO PLAN
A-7 EXTERIOR ELEVATION6
A-5 EXTERIOR ELEVATIL
A-5 REffLE6TEP 6EILINO PLAN
A-10 INTERIOR ELEVATION�5
A-1 I INTERIOR ELEVATION�5
INPEX Off PRAWIN&5
U
GENERAL NOTES
�5TRU6TURAL
NorthsidVin
1. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED
45
DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
OENERAL NOTEe 0
4
FROM THE DIMENSIONS OR CONDITIONS SHOWN BY THESE DRAWINGS.
N
0'
OENERAL NOTE6
T05 2. ANY AND ALL REVISIONS FROM THESE PLANS MUST BE APPROVED BY THE ARCHITECT PRIOR
TO INSTALLATION. ONCE CONSTRUCTION HAS COMMENCED, ANY REVISIONS IN THE FIELD MUST
ffOUNPATION PLAN6o
BE APPROVED BY THE OWNER'S CONSTRUCTION REPRESENTATIVE AND THE ARCHITECT.
A
WALL LAYOUT
3. GENERAL CONTRACTOR TO PROVIDE ALL REGULATORY AGENCY REQUIRED SIGNAGE U
NECESSARY FOR CERTIFICATE OF OCCUPANCY. 6EILINO ffRAMINO LAYOUT W
-C� >
0 >
4. GENERAL CONTRACTOR SHALL VERIFY ALL ON—SITE CONDITIONS AND NOTIFY THE ARCHITECT ROOff LAYOUT U �3
OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO CONSTRUCTION. T I ON PETA I L6 U
6P-1 ffOUNPA
5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING AND SCHEDULING OF
6P-2- ffOUNPATION PETAIL6
ALL INSPECTIONS AND TESTS INDICATED ON THE PLANS AND SPECIFICATIONS RECOMMENDED
W2
e , t
BY THE SOILS REPORT AND/OR REQUIRED BY ANY GOVERNMENTAL AGENCY.
5P-5 ffRAMINO PETAIL6
-&VT
IV 6. THE JOB SUPERINTENDENT SHALL MAINTAIN ON—SITE A LIST OF SPECIAL INSPECTORS
We P 0 Vhe
CONDUCTING INSPECTIONS ON PROJECT. THE LIST SHALL INDICATE THE NAME OF INSPECTOR, 6 FRAMINO PETAID5
is Ilk DATES, AND TIMES PRESENT ON JOB SITE AND TYPES OF INSPECTIONS BEING CONDUCTED.
�5p_15 ffRAMINO PETAIL6
ffle
7. SHOP DETAILS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING
TRU66 fFA61NO &
WITH FABRICATION ON ITEMS REGARDING SUCH.
eAt�)LE PETA I L6
8.
GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY FIRE EXTINGUISHERS DURING
CONSTRUCTION IN ACCORDANCE WITH GUIDELINES MANDATED BY SVCFD.
6P-7 METAL 6ONNE6TOR
9. THE GENERAL CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS,
PETAIL6
ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF THE PUBLIC AUTHORITIES BEARING
St Johns
rg
ON THE PERFORMANCE OF THE WORK.
Agi
10- DIGGING OR GRADING: THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTHING UNDERGROUND
AND ABOVE GROUND UTILITIES PRIOR TO COMMENCEMENT OF ANY DIGGING AND/OR GRADING.
FILE COPY
Gr
IL L
DATE:2 AUCUST 2013
V161NI-FY MAP DRA WN BY. PAT
N_F�5 CHECKED BY. PAT
C. 1
T
z
d
a
w
h
0
e
pp
n
vs
e
h
i
0
F
F Plann i'
Th is 'pp"va I '
z 0 ning, "bd
de ve lopm e,t '6
0 r,'oval f"''h.
a
m'st
B a,h
B u,Id, j
App'o
LDate
OVA 0 5 & A 0 0 ::
ox :?"�
Z VVA
0 L)6 A y
A A A ' A
REVISIONS
DATE 03 AUG 201,1 NO. I
-—-—-—-- ROPF,R 7y NE
—-—-—-—-—-—-— -
Q,A,
NEW 41.0',! DECK W/ P,p
Al
T
C�
5LhNM Klr6tEN
vy on*RG
6
Ul;L 0 1 N 0'
—-—-—-—-—-—- R E T R; �0 N
LINE
77.
SW!W APPMON
0�1
10V
1011,
49
-----------
70 06EAN �?REEZE WAY
PROPERTY OWNER- CARL ffOX
T-OTAL LOT- SIZE- 7,425 Sf
TOTAL PROPOSEP
IMPERVIOUS !SLFffACE- -�5545 Sff
N -E-
OT
ALL EX16TINe HARP66APE INOLUPINO 61PEWALK6,
WALr\WAY5 & PRIVEWAY TO 15E PEMOL16HEP. NEW
-Tji
PRIVEWAY SHALL f5E TREMRON AqUA PAVERS AS
INPICATEP. ANY NEW PATHWAYS SHAH �)E SLATE
STEPPIN& 6TONE!S-
----------
0
PRAWINC-) LEOENP
------- HARD66APE TO J�E =3
PEMOI-16HEP
T-\ I
u
0
-c�
NEW TREMRON >
U 0
A6?UA PAVERS 0 C)
06EAN f5REFZF WAY
(�,,",ROEER JNE
------------ ----------------- j F-
S-0. DAM2 AUCUST 2013
DRA WN B Y.' PA T
CHECKED BY. PA T
1 TE PLAN N
SCALE:
REVISIONS
DA TE NO.
PEMOLITION NOTES
(D REMOVE EXIST HIN&EP POOR. MOPIIFY EXISTINO
WALL TO RE,,,-EIVE V-a' POC-KET POOR.
REMOVE EXIST 6CASS 15LOCA ANP APdACENT
PLOOK AS INP16ATEP TO OREATE V-A!' M-0- REfER
TO �/A--5.
REMOVE 6LASS i2,,LO0<,. PAT6H & fILL OPENINO AS
RE6�'P-
7f= -=E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REMOVE WINPOW AS IN1216ATEP
REMOVE INVERTEP HIP CEILINO
REMOVE APPITIONAL f5LO64<, PER EXTERIOR
ELEVATION. RE: I/A-5. MAINTAIN EXIST WINPON HEAP
HEleHT ANP REMOVE CMU f5ELOW AS REL-�P.
- - - - - -- (D REMOVE ENTIRE ROOf Ol� RE61PENOE TO 15E
r - \ I
REPLACEI? W/ AP-6HITE6TURAL ROOff INO
I
r - - - - - -14 -- - - - - - - - -\
6N - - - - - --I j /a,\
F - - - - - - - - -
-7 REMOVE IST IL RAILINCV SYSTEM. PATCH & REPAIR
I f- ---7- --\ I i r-\- -
<
LJ- I \ - 6a-WNS AS REqP-
-.-i / I, ./ -r- - - - --r- - --I
J REMOVE 2.NP f=L EXTERIOR WOOP RAILINC7 SYSTEM.
-00 REPLACE W/00MPOSITE RAILINCV (TIM15ER TECH
ORNAMENTAL RAIL SYSTEM OR APPRaEP EqUIV).
REFRIO, PISHWAShER & WINE 6HILLER TO f5E REL)SEP.
(DREMOVE EX16T WOOP FLOOR.
REMOVE EXIST 6ARPETINC-) AT STAIR.
f5�goom T C
REMOVE EXI6 ARPETINC-7
- - - - - - - - - -
L - - - - - - - - -- REMOVE EXIST TII F fLOOR
- - - - - - - - - - -\ \
CAREftLLY REMOVE ORANITE 6OLNTERTOPS TO PE
MA3TER 15EPROOM REL)SEP IN UPSTAIRS PATH & SLUMER KIT6HEN.
Co
IH I
IH I
IH I I
L I
K116HEN PRAWINC-) LEEENP
2'-9 1/2"
At
W-1-6. MALL. EXIST TO REMAIN
H I I
H 1 10 POWPER EXIST TO PE REMOVEP
IH I I I I
L
.-r------T--
I\--
r4
M66TER
cd z
OLOSET
MASTER IZZZ
t)ATH C4
PININO ROOM f 5F�00M z
pq 0
0
mup ROOM z > 0-�
LAUNPRY 0
6TAIR HALL C c�
0
TT-
- - - - - - - - - -
J� - - -
- - - - - - - - - - - - - -
-Z - - - - - - - - - -i
DATE:2 AUGUST 2013
DRA WN BY. PAT
CHECKED BY. PAT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0 2' 4' 12'
FIR�5-F f=LOOR PEMOLITION PLAN �5E60NP f=LOOR PEMOLITION PLAN N F220
2
66ALE: .4 56ALE.- 4
5(ALE-
4 - A-2
REVISIONS
41'-4" DATE 03 AUC 2012 NO. i
16'-8
e--
l'-7" 31-0" 2--3" 2-3 2 0-3 1. 2 0-3.1 39-0" 0. 7'-8" 4'-10" �lk 4'-10" 71-5" W01% RESTR16TION LINE- 6ONSTRIL16TION NOTE6
MUIW FESTR16TION LW- —-—-—- - -—--—-—----—-—-—-—--—-—-
% (D NEW POC4<,ET POOR.
41
-:fERS ON T & Cv Af5OVE, TYP
TF*66m ffim 3070 3070 Rg" ffim 6EILIN& 6,01
3070 30701
I AWE EX16T AR6HEP SOFff IT Af5OVE, TO REMAIN
L- — — — — — — 4 4- — — — — — — — — — — — — — — � � � = � = =11 4=== = = � � = = ==I[ 16== =
7 r
REPLACE TOILET
OVERHEAP (Af5lNETS
lb
00 G) 15UILT-IN 150OKSHELVES. K' PEPTH AT
SHELVINCV,2A!' PEPTH AT 6AINNETS fELOW.
NEW 2 X(, WALL TO ALION W/ EXIST CMU WALL
c
W/ SYNTHETIIC, STbCCO FINISH.
'T
.7
CD C-4
-1 1 (��) ARCHEP OASEP OPENINC-;
.01 - a
CD I c�
LIVINd 11ROOM IIII I
00 MILT-IN -5HOWER 15EN6H
I L
+
ICD - - - - - - -ii r - - - - - - - RE-INSTALL EXISTINC7 WINE 6HILLER
-1 11 1 APPLY STLJC,60 OVER PATOH, TO MATCH EXIST..
00
7 'Jai,
In
A ft;LOOKINO AS NEEPEP f=OR I-a' SHELff PEPTH
11 1-7 1 11 11 EQ 1 llr-4B" EQ AT MILT-IN.
co > C=
I
NEW CaISWTIiQN - - - - - - - - - - =+ � = � � � = =11 - 8 MILT-IN WINPOW SEAT WAV-6�' HT SOffffIT Af5tWF-
!w — - - - - - -
r - - - - - - - - - - - - - - - - - - - - - - -
EXIST Ca�SWTION b
------I- Ca,6TUTION REMOVE EXISITN& CARPET- INSTALL TREAPS &
------------------------ ------ I F-ww
12- 1 lew SWT16N RI-5ERS. STAIN & fINISH TREAP5, PAINT RISERS.
(10 REfINISH EXIST 15ANISTER & PAINT EXIST
1 l'-2 1/2" 4 15ALLr5TERS-
05 6'-0" (-5) U6 MILT-UP (MIN) STRLrTLJP,& POST, TYP-
1-7 REf=ER TO SHEET 6-4.
2'-0- 9 A
Ll 5 1. co -cm 15'-6" F=ILL IN OPENINe W/ 6MU
I N
n A-leN
NEW SKYLIeff, Af5OVE 0� NOT L15EP
-T-F F
TV KIT6,HEN
------ REMOVE POOR & fRAME, FILL IN OPENINe TO
ISL-ANP MA6T
I T-- Off 16E MA6TER 1��00M MATCH EX16T WAJ--
2!-Ia' 6ASEP OPENINCV W/ �V' TRIM
00
r*2 19 ALIC7N Q A-L fLOORINe TO MATCH EXIST TILE fLOOR
PAN VENLr:,
C-4 'WINP". PATCH & REPLACE AS NEEPEP.
EQ 2'-10*'r�: EQ EXIST REFRI& & PISHWASHER TO f5E REL)SEP. NEW
STOVE & MI6,ROWAVE PROVIPEP i5Y OWNER.
K116HEN A-ION -7 AWVE
SHELVINC
POWPER EXFEW INTERIOR f=INISH WALL TO PARTIALLY
6,OVER EXIST 6LA66 ft-OOK AS INPICATEP. MATCH
RM 4 EXIST TRIM.
u
co
LO
PRAWING) LEC-)ENP
z
LO %
MASTER"
C4
EXIST WALL TO REMAIN
\—c 61-06EV 0
0-
NEW 1 X WALL
M
(ID-4
RININ& FOOM
ul) pq
L--------J STEPS: 0
14 1. IN WATER SHEDDING FASHION.STARTING AT u
THE BASE OF THE WALL&WORKING TOWARDS
THE TOP,INSTALL THE WRB TO THE FACE or
THE SHEATHING. WINDOW INSTALLATION (METHOD A-1)
t�
2. APPLY SLL FLASHING WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. >
3.APPLY BEAD OF SlEALANT AT BACK OF FLASHING APPUED OVER THE FACE OF THE MOUNTING FLANGE. u
WINDOW FLANGE&SET WINDOW USING PAN SEAL THE VANDOW FRAME TO
10-1 mup ROOM .1-4 MINICH Y HEAD SCREWS'TO FACILITATE INSPECTION. OPENING.APPLY A r NOM. DIA SECTION A
To THE BACKSIDE(INTERIOR) OF THROUGH WINDOW JAMB
6-FAIR HALL A PRY 4.APPLY MAD OF SEALANT AT SIDE JAMB% THE WINDOW FLANGE, IN LINE c
EXTEND SA* WITH ANY PRE-PUNCHED HOLES SEALANT BEAD BEHIND
5.APPLY JAMB FLASHING OR SLOTS. MOUNITING FLANGE
S.APPLY BEAD OF SEALANT AT HEAD 5. JAMB FLASHING
7. APPLY HEAD FLASHING APPLY CONT. SEAL TO THE MOUNTING
RANGES AT THE TOP(HEAD)AND
S. REMOVE PREVIOUSLY APPLIED TAPE. SHOES (JAMBS) OF WINDOW. EXTEND
ALLOWING wRB TO LAY FLAT OVER HEAD SEALANT AT JAMBS SVABDVE THE
FLASHING.APPLY NEW SHEATHING TAPE OVER RO.AT HEAD. EMBED"B FLASHING
DIAGONAL CUT- SEE DIAGRAM. INTO SEALANT AND FASTEN IN PLCF-
(FLASHING GOES OVER SEALANT) SEALANT BEAD BETWEEN
FLASHING AND MOUNTING
FLANGE
SEALANT SECURE WRB AT HEAD
4x
r1l
law
JAMB FLASHING
EXTEND JAMB FLASHING To
OVERLAP SILL FLASHING- EXTEND
aAMB FLASHING W ABOVE
ROUGH OPENING AT HEAD.TUCK FLASHING AT HEAD EXTENDS V
TOP OF JAMB FLASHING LINER BEYOND JAMB FLASHING.
THE FLAP OF WRB AT THE HEAD.
SEE DIAGRAM.
7. HFAn FLASHING N, INTERIOR VIEW:
BASED BOTTOM OF THE HEAD TOP LEFT CORNER OF VANDOW
FLASHING AGAINST THE PREVIOUSLY
APPLIED SEALANT(FLASHING GOES
OVER SEALANT). EXTEND HEAD
FLASHING BEYOND EACH JAMB SEALANT
FLASHING. FASTEN IN kACE
DATE: 2 AUGUST 2013
CUT LINE SILL FiASHINGG
DRA WN BY. PAT
SHIM AND ADJUST WINDOW To
ACHIEVE SQUARE, PLAJM86 AND LEVEL
CONDITION. USE CORROSION
RESISTANT FASTENERS. FASTEN
ER RESISTANT BARRIER WINDOWS PER WINDOW MANUFACTURER CHECKED BY. PAT
SPECIFr-ATIONS.
AT A 45 DEGREE ANGLF, CAREFULLY
CUT THE BARRIER ON A DIAGONAL
GENTLY RAISE THE TOP EDGE OF THE
BARRIER UP AND TAPE THE TOP
CORNERS AND CENTER TO'ME
EXTERIOR WRB SURFACE ABOVE.
ff FLOOR 60N�5-FRUOTION PLAN_ N 0 2' 4' 8' 12'
A- 3
REVISIONS
DA TE NO.
METAL ROQFIN0 OVER
- 19/1�yv' 0615 OVER
50# FELT OVER
ROOF TRL16SF-6-SEE !STRUOTU;�&
— — — — — — — — — — — — — — — — — — — — — — — —
SPRAY FOAM IN-51,"TION, TYP 12
6
L HU?,Rl(,ANE CUP @ EACH TRLr--)S - SEE
STRWTU;�& PRAWINO-5
(1) Zx PLATES SEE 6TRLk,TUR&
12 12
yyy/yyyy
6 -FRL)56 MARINCE;
METAL PRIP MOE OVER METAAL
WRAPPEP U(v FASOIA
WW 6aroTRWTION R-30 MIR PLONN—IN c,6
INSLUTION
�t'x�,Ty—Ca6T-R—Y-,Tl0N- VENTEP VINYL 6OF:fIT IN6TALLEP PER a
MAN 6
EXI 60t 6WTION VINYL "r' CHANNEI l'-4"TYP. 1/2!' OYPSW WALL
WARP. MLV ANP
R-I�) 15ATT INSLLATION TAPE ALL JOINTS ANP
fASTENER HOLE6.
HURRIOANE ROP SYSTEM -
SANP ALL 6LRf:A6E6
SEE STRWTtFAL PRAWINC,6
PETAIL
Tf;ZLF-,,5 f5EARINC Y-a'
�50ffff IT
2 66ALE: jpo4_6el
NOTE-
REffR TO 6TRVTURAI- FOR PETAILEP ROOFINC7
INFORMATION. REFER TO S-3-6 FOR ROOF FRAMINC-7.
REPLACE EX16T 2-NP ffL ROOF
wo C)
> C)
U
C)
— — — — — — — — — — REPLACE EXIST 16T FL, ROOF
DATE:2 AUGUST 2013
DRAWN BY. PAT
CHECKED BY: PAT
N
ROOF PLAN
A-4
REVISIONS
DATE 03 AUC 2012 NO. i
12
6
—-—-—-—-—-—-—-—-—-
-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-— TRU% "IWO
NEW 6KYLIbHT
\—OPEN 12 6
EXIST SKYLIeHT STANPINO SEAM METAL ROOF, Typ
TO REMAIN
—-—-—- L px�
"i,
TOP a Exa W&L
TRLr--6 "NO j,
-—-—-—-—-—-—-—-—- --tr
-paom of fD(1!5r ('mu wv
—-—-—-—-—-—-—-—-—-—-—-—----—-—-—-—-—-—-—-—-—-- u u
REPAIR, WHERE NEEPEP, & REPAINT
ALL EXIST STLY,60,
\—REPAINT ALL EXIST STUC-60, TYP----,,,,
ffREE--STANPINC-7 PERC-;a-A ON PECK
MN
"F�
VZ�
—-—-—-—-—-—-—- FIN00 fF5T FIJOR
\—SYNTHETIC STLY60 TO MATCH EXIST, TYP i4- ----------------- - ------T- ---------- ------------
EXIST NEW \—6
YNTHETI6, ST14,60 TO MATCH EXIST, TYP
cVVD5-F ELEVAT ION C,0NSTRLJCTI0N STRLI(,TION
l 6(ALE:
0
>
pq
0
u
4-- TRLr-6 "IWO >
-—-—-—-—-—-—-—-—-—-—- 0
u
0 a)
C)
STANPINCE; SEAM METAL R00f, TYP Ell
_OPEN
""\�—REPAINT ALL EXIST STt)C-60, TYP
-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- fINISHEP SEW fLooR
------- T4 574-
- -—-—-—-—-—-—-—-—-—-—-—- TOP 6F BOST CA WALL
-—-—-—-—-—-—-- -—-—- —-- ----—-—-—- -- - WTom Of EX15T Cm w
NEW WINPOW
NEW POOP, IN EXIST WALL
IN EXIST WALL DATE: 2 AUGUST 2013
r7 ------------z7z —-—-—-—-—-—-—-—-—-—-—-—-—-—-—- --—-—- -—-—-—-—-—-—-— —-—- FINI51-U FIR6T H-001?
NEW EXIST DRA WN BY. PAT
C,0NSTF;'WTI0N—!— C-ONSTRLJ(TION
SYNTHETIC, STLY,60 TO MATCH EXIST, TYP ELF-VAT ION CHECKED BY. PAT
SCALE: 4
A- 5
REVISIONS
DATE 03 AUG 2012 No. i
REPAINT ALL EXIST STUC�,-O, TYP -8
NEW TRELLIS
FINOV 5E6M FLOOR . (6,OMP051TE MATERIAL)
IF4 V4
I VAL
I k I I d T10. WAL @ NRAEt
4-
REPAINT ALL EXIST STWOO, T'YP----,,,,,,
FR FT� FR FT� FT] M M
ED
iff PAINT OARAOE POOR WHITE
T,�- �AL
rj
A,-!I5fV FIRST FLOOR
NORTH ELEVATION
02-4
C)
0
>
0
u
>
0
STANPINO SEAM METAL R09�, TYP
REPAINT ALL EXIST 15TLj(,(,o, Typ
'0Z
—-—-—- HNOU 6E(M ff-OOR
TRIJ% WAINO
Ll
fNr-7[0 FIRST ffMR DATE: 2 AUCUST 2013
----------- -T------ -------
DRA WN B Y.- PAT
TH ELEVAT I ON
SYNTHETIO STL660 TO MATCH EXIST, L9 U
CHECKED BY. PAT
2
66ALE:
A- 6
REVISIONS
DATE 03 AUG 2012 NO. i
WILPINO WgRICTION LW --—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- WILPINC7 W-STR16TION LW
8�-6
7 2=11 1== - - - - 16=
T -T
�w
*hc: 1 0 il 11 11 -7= 11 11—
N OTES
11 ==Il IL= � � 1. ALL CEILING HEIGHTS ARE REFERENCED FROM TOP OF
� - - - - - - =j JL EXISTING FLOOR SLAB TO FACE OF STUD UNLESS OTHERWISE NOTED.
0 1 r
2. COORDINATE LIGHT FIXTURE LOCATION W/ DUCT WORK LOCATIONS.
0.
3. WHERE MULTIPLE SWITCHES OCCUR (SWITCHES, DIMMERS OR BOTH).
GANG GROUPS IN THE SAME JUNCTION BOX WITH ONE COMMON
I ylu -ui 11 11
I 11== - �= = = =11 11== = - � � � � ==il 11,= = = = = = = = I L COVERPLATE.
1 17 - -11 r - - - - - - 71 Ir- - - - - - - - -
4. ALL SWITCHES TO BE MOUNTED 4'-0" ABOVE FINISHED FLOOR
AND 6" FROM STRIKE SIDE OF DOOR FRAME UNLESS OTHERWISE NOTED.
IF-
5. ELECTRICAL CONTRACTOR SHALL PROVIDE ANY SUPPORT
SYSTEM AS REQUIRED FOR ALL LIGHT FIXTURES.
NIEW (,MWTION -
- - - - - - - - JL 6. ALL DIMENSIONS AND LOCATIONS TO BE FIELD VERIFIED BEFORE CONSTRUCTION. >
- - - - - - - - - - - -I - - - - -�q
EX15T ONSWT16IN L--------------------------- F-N� 045WTION NOTIFY ARCHITECT ABOUT ANY DISCREPANCIES
z
w i V
10 ffINISH TRIM, TYP
6ROVVN Ma-PINO, TYP
0—
----------------
F------
TV
<
I
lw EW 6K'A-16flT
I I
L----
MA6TER =C
0 Offf=16E MA f5EPROOM
CEILING LEGEND.
K 116HEN
ID
Powp
Lool
RM
F 1 x 6 T&G PINE (PAINTED)
MAST
f5ATH
------- --- -------- MAeltER 0 RECESSED DOWNLIGHT FIXTURE
EXIST TO REMAIN OLOi5ET
PENDANT FIXTURE
0
EXHAUST FAN
PININ& ROOM ko WALL MOUNTED FIXTURE
EX16T SMI-Ieff TO REMAIN pp =1
-ki-11 DIFFUSERS 0
0 DIRECTIONAL TRACK LIGHTING 0 >
U =
6TAIR HALL c cl
Zv TV, CABLE c
110V DUPLEX OUTLET, ARC FAULT, HALF SWITCHED
DATE:2 AUCUST 2013
DRA WN BY. PAT
CHECKED BY: PAT
0 2' 4* 8' 12'
REffLE6TEP 6EILINOZELEOTRIOAL PLAN N
A-7
REVISIONS
DATE 03 AUG 2012 NO. i
ILJ
PT�
en
>
aREAT ROOM ELEVAT ION
SOALE:
F
x o I ffINISH
( Wo fIN16H
TRIM, TYP TRIM, Typ
0.0 0 0 0 0
IF-
0 0 0 0 1 0 0
NICHE
z
cl 0
=0 000
ii ===o -0 0-4
MICROWAVE
00
)ISHWASHEF 0
>
pq
0
u
>
r\I-FOHEN ELEVATION
U
C�
10 F=Nletl EX15TIN&
FRIM, TYP MY"
14" PEEP 9tLVE15F-
OPM TO KrCtfN
DATE: 2 AUCUST 2013
2x, REP ('ffilwr5--
DRA WN BY. PAT
LL J LL— 00 CHECKED BY. PAT
�LL-=-7
EQ
EQ
aREAT ROOM ELEVAT I ON
15(&E:
- 8
REVISIONS
DATE 03 AUC 2012 NO. Y
1:10 0
rr
L
00 00
L---JE=LaLl
00 00
>
1 1-6" 61-611 2'—1 oll l -6"
MA��TER J�)ATH V\/D5T ELEVATION 2 MA�5TER f�ATfl NORTH ELEVATION MA�5TER ft)EPRM NORT�i ELEVATION
SCALE: 66ALE: 11I�"
RECESGEP 6M
L16Hr
(/AN L16ff
PE(/ TILE WAJ--
PE(/ TILE WkL.
TILE PRNRP PY
;:Ly"
CLIENT.
WMITE C)
calm I I
-cr) 6,ASE9 u
OPEN*
z
u
REWCATE EXI,:I, cd
WINE 6HU-ER z
Q 0
CD
U
L-4 :)-od f)--c
>
Ito omm I
I L
31-8" 41-21$ 41-2" 0
CLEAR u
Ile
C >
MA�5TER f�PRM NORTH ELEVATION u 0 0
WINE RM �50UTH ELEVAT I ON WINE RM WP5T ELEVAT I ON WINE RM NORTH ELEVATION 7 SCALE: 0 c�
4 66ALE: SCALE: Ill'—l"I SCALE:
F-
lx(o FINISH
TRIM, TYP TRAN50M ANVE
c)
A-M
OR TO
EXIST PONPER
ROM
C)
-I
c)
C)
POOR TO MASTER DATE: 2 AUCUST 2013
0 c
DRA WN BY. PAT
0 ,
0 CHECKED BY. PAT
% 0 0 (
ENTRANOE TO VVINE- RM & MA�5TER f�PRM
SCALE: 11V'I A-9