352 5th St 2013 porch (roof) extension plans Fffth -Street
tit
EXISTING
DRIVEWAY
pavere -
70
FILE OPY
J !:
ENTRY 0
0
1'-4- fD U1
LU
7() 4j
C*4
7 In
\Al
COVERED
PORCH
ity of Atlantic Beach
M ent
COVERED
d) Plan ng and Zoning Departm
PORCH
applicable
ADDITION )IIance with
omp land
,is approval �e�lfies ,
a) TI sion and other local
zoning, subdivi ot constitute
is, but does n
LU gulatio
development re ce of permits. compliance
approval for the issuar
Dde and all other applicable
with Florida Building C
iitting requirements
local, State and Federal pern
lantic
f the City of At
f a
must be verified by sic nature o
official prior to the issuance 0
0
n
n
ti
n
c
g
B
Dea
e p
I a c c
omp n e
a nd 0 th
Is b ut d oe
h
me
w''h
e r 10
s not
nt
a
c
c
ce of pe rmit Co
a al r a
pp
0 n
art,
,,'!cE'b'e
I a nd
st I tu te
pli an'e
11ode nd I S�e m pl'cable
ot p
a I permittin req ui re m en tts
atur of t g City I At an c
e he 0
1 prior to the issuance of a
j Beach Building
LOT CIDYERACM, t.
Building Permi
UM GQJAME FOOTAG*. 14"W
POOL WITH MMM FOOTMNT, 2,-"OF Approved By:
DRNSUAY,WALK6.PATM.
L<(m
I PAVER DECKINC-s 5"OF
POOL CG=wa. so W 7 Zr
Date,
TOTAL COVERA(ZE, 3
L9
C4DVERA*E�ATIO� DIA6
1-31
SITE PLAN
IJI
ale.-
TION.
METAL 6TANDN"MAM PAN"
TO MATC44 EXISTIMIS
W,Ill Il 1w rm-"TICK
LNDGRLAYMENT OVER
2:&JO. W or-
Fn rl
IT:s: 4 ------
EXISTING Id-o"
FOUNDATION
d,
------------- ---------
J i
PL
L
--—-—-—-—- L
EXISTING IL
Ill ADDITION, I -ADDITION
�e - 21llllllllll:zlllllllllll:z�- 11-4 1 / = I I I I
METAL GTANVNG4WAM PANELS EXISTING EXISTING PORC44 SLAIS L
TO HATC44 EXIIII a-
UPPER PORCH UPPER PORC44
PLYWID W PM-M-6TlCK
1 UNCORLAYMENT 0%'M
2.*JOSTS W O.a
rIN l >
L
4-CONCRETE U-40
w Footcotm
Roof Framing Plan Foundation Plan
y
MAIN FIN IlLom
pol W IlLoom
LW MILOCKNIS AM
SOUTH REAR ELEVATION
WARDWIl TRIM Q I
i -W EXITING
TO MAY,
JU
d- W_
NIS POPIl MO GIF
PORC44 AODMON. 00 Ell
J:
NEW TOTAL. 3W OF
C4
(L cK
GAME ROOM
lt%�"4"
ROOF ADIl
i :1 METAL STANDINS41l I-AN"
METAL STANDINdl-GEAM PAN" EXISTING 7 EXISTING TO MATC44 Will
To MATl EXISTING III l Il W/PM-"Tr-K
Ill em"PLYWIV V PM-1 UPPER PORCH UPPER PORCH MERLAy4l
OVER
UMIDERLAYMINT Cym M
2,*"wis-W ox
jolm-wil ox-
Ill
12'-0"
W-ows Dooms
NSTALLED IN EXISTING
FREl DOM OpEml
REX,votill ll
2
2
Now pol l ------ --- ----- Ift EXISTING
It 00VEREV PORCH 'k-
DROP flomr:14 GELJNG
0
'i TO ALIGN Ill NEW
ADOITON Will
4 T=JONITS FRAMED DO
Of'ADDITION, W AF
ADDITION
-61
V -.p
4'l 4--0' 4'-0"
L= - ---------
J,
ExIsTING aml l PT F10616 Eal Col
in"TO Ill
W BLOCKING AND TRIM To 0.110 W WDMING AM
L 2=OPENING&W ffl WARDENCIAM T"
WARDISOARD TRIM SHIll AT 6�-e WT TO ll EX07MM
TO l 011ISTING
WARPLAP GOING
FRAMED IIIALL W1 SOW.
TO MATCW EXISTIft
TO MATC44 TO MEADER 14T 4-
VY WARDWIll TRIM =1 i i
AND FRAMED WALL LW 6
�/4
��ANK
AT
04W TO MATC"TO
let Floor with Porch Addition
EAST SIDE ELEVATION WEST SIDE ELEVATION
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 �2
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
and flashing requirements are not addressed in these plans.
DESIGN CRITERIA: 6x6 W11.411.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185,
or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY
2. It is the intent of the Engineer of Record(Engineer)that this work be performed in complying with ASTM C1 116
Wind Design Method ASCE 7-10 conformance with all requirements of the authorities having jurisdiction over this type
Basic Wind Speed: 130 mph
of construction and occupancy.
9. Slabs on grade shall bear on stru tural fill which s
Building Risk Category: 11
hall be clean sand free of debris and
other deleterious material. Structural fill shall be compacted to a density of at least
C14
Wind Exposure: B(Enclosed Structure) 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 Z
LL
Building Classification: Residential contractor's sole responsibility to determine the procedure,sequence, and temporary with termite poison before slab is placed. 0
Building Type: Type V Construction bracing as to insure the safety of the building and its component parts during LU
0
Wind-Borne Debris: NOT located in the wind-borne debris region construction.
UJ
10. Footings may bear upon undisturbed soil or upon structural fill. Structural
fill shall be F LU CIO
compacted to a density of at least!95%of the Modified Proctor Maximum Dry Density
Unless otherwise noted, project site considerations shall be the responsibility of the
-0")below the bottom of the footing. 0
4. The contractor shall verify all conditions and dimensions at the job site prior to (ASTM D 1557)for a depth of at least two feet(2'
owner and/or contractor. Examples of such items include, but shall not be limited to, LO
commencing work. Z Z
0 C-4
determination of grade elevations, drainage features, and special requirements
_J Ln
0
concrete cover shall be provided for reinforcement: X
5. The contractor shall supply,locate,and build into the work all inserts, anchors, angles, 3" Concrete cast against and permanently exposed to earth LU LLJ Lu
associated with FEMA flood hazard and/or DEP zones. 11. The following minimum
plates, openings, sleeves, hangers, slab depressions,or other components as may be Z
DESIGN DEAD LOADS: 2" Concrete exposed to ee rth or weather LU
required to attach and accommodate other work. 1
%"Concrete not exposed to earth or weather
CL
Floors:
6. All details and sections shown on the structural drawings are intended to be typical 12. All continuous reinforcing steel in oncrete shall be lap-spliced with the following
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:
wood subflooring over wood truss,wood I-joist, or solid sawn lumber framing. The floor where indicated otherwise. Z_Y,
0
Z
covering is assumed to be carpet, vinyl,wood or ceramic tile. The Engineer shall be #4 bars: 21"minimum
not #5 bars: 26"minimum
ified if the floor coverings differ from the noted assumptions 7. Refer to the structural drawings for all structural details and sections. The contractor #6 bars: 32"minimum
Roofs:
shall contact the Engineer for clarification in cases of conflict between the structural
drawings and any drawings prepared by others prior to commencing work. 13. Reinforcement in footings shall be ent around corners or corner bars shall be used.
Metal or Shingle: 10 psf(Rafters)7 psf(Wood Truss) Z
E =Z,
Z
Concrete or Clay Tile: 15 psf 8. It is the owner's and/or contractors responsibility to cbtain a soils exploration report. 14. The contractor shall provide spac S,chairs, bolsters,etc., necessary to support 0 §Z
Refer to Architectural Plans for Roof Covering System The design of the project structure assumes an allowable soil bearing capacity of reinforcing steel. Support it
ems w h bear on exposed concrete surfaces shall have
2000 psf. The Engineer shall be notified if soil conditions encountered differ from the ends which are plastic tipped or st Z
Z E0
DESIGN LIVE LOADS: noted assumptions. All requirements for site preparation and soil compaction a
6 specified in the soils report shall be followed unless more stringent requirements are MASONRY:
Floors:
specified in these plans.
Z WE
Exterior Balconies: 60 psf W
General:
Exterior Decks: FILE COPY
40 psf CONCRETE:
I
Stairs:
40 psf(or 300 lb point load)
All masonry work shall be in accor
Garages: 60 psf(or 2000 lb point load)
1. All concrete work shall be in accordance with"Building Code Requirements for Masonry Structures,"ACI 530-08, End Specifications for Masonry StruCAJEW ACI
H All Other Areas: 40 psf Structural Concrete,"ACI 318-08,and"Specification for Structural Concrete,"ACI 301. 530.1-08
Attics:
4',-
2. All concrete shall have the following minimum compressive strength at 28 days: 2. Grout shall conform to ASTM C476�with minimum 28 day compressi
Without Storage: 10 psf Slabs on grade,footings,and misc. concrete: fc=2500psi h of
C,
With Limited Storage: 20 psf 2000 psi per ASTM C1 019. Grout shall be mixed to provide a slump to
Structural slabs,walls,beams and columns: fc=3000psi Awn
With Storage: 30 psf(fixed stair access) Designated radon zones only-all concrete: fc=3000psi -Z�
3. Mortar shall conform to AS
TM C27�and be Type M or e N mo us�
Roofs: in brick veneer.
3. Cement shall conform to"Specification for Portland Cement"(ASTM C 150)
Less than 4:12 slope: 20 psf
4. The contractor shall be resp for the design and s of.4
4:12 slope or greater: 16 psf onsible
4. Aggregate shall conform to"Specification for Concrete Aggregates"(ASTM C33 7
Concrete Masonry(CMU): 0
-, <� 0
DEFLECTION CRITERIA: 5. Water shall be clean and free of injurious amounts c,oil,acids,alkalis,salts,organic
0
material or other substances that are deleterious to concrete or steel reinforcement. 1 Concrete masonry units(CMU)shall be ASTM C90-0
Walls:
11 SQ Be&qi
s
Concrete Masonry Units, normal weight,with a minim sto of
Brittle Finish(wind load): L/240 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the
1900 psi(f m=1 500 psi). E X" V-0"(U.O.N.)
Flexible Finish(wind load): L/120 structural drawings.All reinforcing details shall conform to"Details and Detailing
Floors: of DO NOT SCALE
THIS DRAWING
Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural 2. All continuous reinforcing steel in m sonry s
Live Load: L/480* hall be I e fol ng RELEASE DATE:
Total Load: drawings. minimum lengths: sac 01-21-13
L/240* -GO
REVISIONS:
#4 bars: 20"minimum
Increased floor stiffness may be required by floor covering manufacturer 7. Tolerances for foundation and slab alignment as well as placement of reinforcement
#5 bars: 25"minimum
shall be in accordance with"Standard Tolerances for Concrete Construction and
Roofs: #6 bars:
30"minimum
Materials,"ACI 117. Footing or slab edges may be up to 1/2"inside of the sill plate.
a.
Live Load: L/240
Total Load: 3. Grout all cells containing
L/180 vertical reiriorcement in 5'
DRAWN BY:
C F
4. Provide cleanouts per ACI 530.1-08 r of masonry e wall
the bottom c E CHECKED BY:
height exceeds 5'-0".
JKH
SHEET:
5. Beam reinforcement shall be continu pus across co
i
IT PRESSURES:
WINDOW,DOOR AND SOFF
9
r as follows:
asten plies of 1 %11 wide engineered lumbe 0
12. F
23
Clay Masonry(Brick): 2-ply beams with(3)rows of 0.131"x3 1/4"nails @ 12"O.C.
All window,door and soffit assemblies shall be designed to withstand the design
rick, Facing Brick, and 3-ply beams with (3)rows of 0.131"x3 1/4"nails @ 8"o.c. (each si e
62, C216,or C652 for Building B pressures indicated below and shall be installed in accordance with the manufacturer's
Brick shall conform to ASTM C SDW screws @ 12"o.c.
ams with (2)rows of Simpson 6 3/4"long
W shall be used. 4-ply be requirements.
Hollow Brick,respectively. Grade S
L STEEL:
e anchored with approved ties spaced no more than 16"o.c. STRUCTURA
r shall b
2. Brick venee
ided around all wall
E
vertical and 16"o.c. horizontal. Additional ties shall be prov n and Fabrication and
d shall be spaced no more than 36" 1. Structural steel shall conform to AISC Specifications for Desig
ter than 16"in either direction, an
openings grea
Erection of Structural Steel for Buildings(latest editions). Z
e openings. U.
o.c.and placed within 12"of th
ctions: AWS DIA 0 -
a.Welded conne WIND PRESSURES ON WINDOWS, DOORS & 0
i 4 LU
wire and shall b. Structural steel shapes, plates: ASTM A36 ! - 0 W
J i i 'i SOFFITS (Psf)
ss in thickness than No. 9 gage
ties shall not be le IX
3. Strand wire veneer ASTM A53 or A501
tal ties shall not be less than No. c. Structural steel pipe: UJ
joint. Sheet me U)
have a hook embedded in the mortar
ASTM A500
nails. d. Structural steel tubing:
8"corrugated and fastened with 1 %"galvanized roofing AREA OF 0 2 Z
22 gage by 7/ PENING EDGE S RIP(5) INTERIOR ZONE(4) 2 0 U)
er ties shall be used at CMU walls. Z
Adjustable or strand wire vene shall comply with AISC specifications. 9 0 C4
ctions and fabrications Pos Neg Pos Neg
2. All structural steel conne 5 Ln
a steel angle L4x4xl/4 shall be used for W_
d on the plans, ior to fabrication. - 18.:�-71-9-.-8 i i
4. Unless otherwise note Lu LU LU
0 to 20 sf Z r!
I not be required for arched 3. Steel shop drawings shall be provided to the Engineer for approval pr 18.3 -24.5
supporting brick veneer over openings. This angle wil - - E
6'-0"then 17. 17.5 -19.1 <
ning exceeds 20.1 to 50 sf 5 -22.8 W
windows where brick is self-supporting. If the length of the ope 16.4 -20.9 16.�1� -18.0 0 0
ions may be drilled or punched. Flame-cut holes 1�
3 W Z
ing with 3/8"x 3"lag screws 12" 4. Holes required for bolted connect 50.1 to 100 sf 0
Of
the steel angle shall be attached to the wood fram 15.5 19.1 15.1
to 200 sf
shall not be used. --
C.C. 200�1 to 500 sf 14.7 17.4 -16.3
to the"snug-tight"condition-u.o.n. Soffit Design Pressure 18.3 4.5
5. Bolts shall be installed
WOOD FRAMING: 15.50 GCpi ±0-1 I
Base Design Pressure
6. All structural steel shall be shop-painted with SSPC Paint 15(red oxide)primer. Prior
ood framing has been designed in accordance with"National Design Specification
All w rcial Blast Cleaning".
to painting,steelwork shall be cleaned per SSPC SP-6"Comme
2005 edition.
(NDS)for wood construction
UJ
Z
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 TYPICAL EDGE STRIP(5) l Ii
i E
the exterior of the structure.
xposure conditions. surfaces exposed and visible to a 35
ated with an appropriate preservative suitable for the e
shall be tre
0
shall require 8. Field touch-up after installation where required to restore final finish. Z
ent is used on any wood member,then all nailing TYPICAL INTERIOR ZONE(4) 54;�
If ACQ treatm E
3.
F"0
18
1,
1
ASTM Al 53, Class C,or ASTM B695, Class 50.
ized nails meeting
hot-dipped galvan W
ARE AND ANCHORS:
ed then galvanizing is not required. HARDW
If borate treatment is us
ural drawings shall be 0
1. All framing anchors and connectors noted on the struct
hall comply with NDS and"National Design Standard for u, �4
Prefabricated wood trusses s 1__ .��
4. ng-Tie or Engineer approved equal.
-07)." manufactured by Simpson Stro
Metal Plate Connected Wood Truss Construction(ANSI/TPI 1
UJ
and threaded rods shall be in accordance with ASTM A307 or ASTM
C)
5. All trusses shall be designed by the Truss Manufacturers registered Engineer. 2. All anchor bolts
F1554,Grade 36.
submit shop drawings and design not A
es with a
L
The Truss Manufacturer shall d to the exterior or in contact
6. nnectors and hardware which are expose
ign notes shall include the rated load 3. All metal cc
registered Engineers seal for approval. Des ype 316 stainless steel or galvanized per
lumber shall be T
to truss connectors,and the manufacturer's license to fabricate with ACQ pressure treated
capacity of the truss
Al 53, Class C,or ASTM B695, Class 50.
connector system prcposed.The contractor shall approve ASTM S,
trusses utilizing the
Jt r,
showing size, shape and layout.
fabrication and installation drawings
J; dhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson
4. Anchor a
installed according to the
11 t Approval)and
Installation of Strong-Tie(with Florida Produc
7. Jobsite handling and erection, including temporary bracing, during i and brushed out prior
les shall be cleaned of all debris
anufacturer's instructions. Ho
m
trusses shall comply with TPI/WTCA BCSI 1.
F
to installation of anchor adhesive. PLAN KEY
g
plift conditions shall be securely fastened a a
8. All prefabricated wood trusses subjected to u
ROOF COVERING:
Ils or beams with metal connectors as noted in the Truss
to their supporting wa
Connection Schedule.
hall be responsible for the design and installation of the roof covering
The contractor s
SCALE:
system.
ed or braced in accordance with the applicable
Y4-=l'-O'(U.O.N.)
9. All gable ends shall be balloon fram
DO NOT SCALE
detail as shown in the structural drawings.
2. Asphalt shingles shall comply with ASTM D3161 and be installed according to the THIS DRAWING
RELEASE DATE:
fill components(Balusters and Panel Fillers)shall manufacturer's requirements. 01-21-13
10. Guardrails,handrails, and guard in-
REVISIONS:
be provided by others.
3. Clay and tile roofs shall be installed per the"Concrete and Clay Roof Tile Installation
11. Engineered lumber(LVL, Parallam or LSL)shall meet the following minimum material Manual,"and the manufacturer's requirements.
specifications: stalled according
4. Standing seam metal roofs shall comply with ASTM El 514 and be in
VL or Parallam LSL
L
to the manufacturers requirements.
E=1,900,000 psi E=1,550,000 psi _1� DRAWN BY:
CMF
Fb=2,600 psi Fli psi ADDITION
5. The c CHECKED BY:
Fc=800 psi ontractor shall be responsible for the design and installation of all metal flashing
Fc=750 psi 1� IKH
and valley material.
2-
Fv=31 0 psi
Fv=285 psi I SHEET:
FIED PER EXIS-rING BUILDING
PROJECT SCOPE OF WORK
IS CLASSI
d AND"ALTERATION LEVEL(2)
CODE AS BOTH"ADDITION' S_
NOTES:
[L z
0 I=
1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x4SPF N,.2 0 ui
Lu
STUDS @ 16"O.C.FOR PLATE HEIGHT UP TO 9'-1 X8'-U.O.N. w
2) THE FIRST FLOOR EXTERIOR WALL FINISH IS FLEXIBLE"(SIDING)-U Z
O.N.
D Z
NOTIFY ENGINEER OF ANY VARIATIONS. 0 0
u*
U.
ca _j
-i UJI Lu
af
z 57
z ui
'z
SHEARWALL LEGEND:
zw
A 10'-4" w
z C)
NON-BEARING WALL
F-
L
(2)2xl2 PORC
BEARING WALL 55
BEAM f,
SW-6
SHEARWALLS FASTO�*IW
8d COM(0.131"x2*wv@ Ck
6-O.C.ON EDGES
Lu 0
ca CL
ON INTERMEDIATgS�,,'�,611s. c
> f Fo�
_�up g,
zo 3
0
CA
-3
SHEARWALLS FASTrNE-b'tA'TFL
rK SW >
2/U)
dr
8dCOM(0.131"x2Y2")9A4LSZt_,
uj
3"O.C.ON EDGES AND I
ON INTERMEDIATE SUPPOO�"',,,,
_E§
===vu a--im am SHEATH BOTH SIDES OF WALL
T -j , I---i
(2)2xl 2 PORCH AT INDICATED SHEARWALL
BEAM __10'4'
0
INSTALL#5 DOWELS EMBEDDED
FRAME NEW WALL NOTE: INTO ADHESIVE(4"MINIMUM)@ 48-O.C.
NOTE:ALL EXTERIOR WALLS SHALL BE"SW-6"U.O.N.
EACH POST SHALL BE TREATED ALONG PERIMETER OF EXISTING 24"x 24"x 12"PAD FOOTING-
UNDER EXISTING z;
PORCH BEAM 6x6 POST ON ABU66-Z POST BASE. WITH(2)#5 EACH WAY(TYP)
FOUNDATION.DOWELS WILL WOOD FRAMED HEADER LEGEND
SEE DETAIL"E"ON SD-1 SCALE:
STRAP POST TO EACH BEAM ABOVE BE EMBEDDED INTO NEW POURED E' l'-O'(U.O.N)
E
WITH H6-Z CLIP. CONCRETE(12"MINIMUM). SIZE DO NOT SCALE
R
OF HEADE THIS DRAWING
SEE DETAIL"C"ON SHEET SD-3 TYPICAL-U.O.N.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2 RELEASE DATE:
NOTE: 01-21-13
THIS OPEN PORCH CEILING REQUIRES A USING FINAL APPROVED FLOOR PLAN PRIOR (2)2x—HEADER .9
2 REVISIONS:
TO CONSTRUCTION. K 9
MINIMUM Y8"SHEATHING.FASTEN WITH
6d COM OR BOX NAILS AT 6"O.C.ON EDGES TT�
QUANTITY QUANTITY
AND 12"O.C.IN THE FIELD.
OF JACKS OF KING STUDS
WALLAYOUT FOUNDATION PLAN
NOTE: 2 DRAWN BY:
CMF
ALL WOOD FRAMED LOAD BEARING HEADERS
CHECKED BY:
SHALL BE MINIMUM(2)2x6 NO.2 OR BETTER JKH
SYP.INSTALL MINIMUM(1)JACK AND
SHEET:
2
(1)KING STUD AT EACH HEADER(U.O.N.)
S-3
9
Span Tables for No.2 SYP Rafters
CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS(FBC 2010L
No Ceiling Load-20 psf LL,10psf DL
SIZE 12"D.C. 16"o.c. 19.2"o.c. 24"o.c.
91.11, 61
2x4 T-10" 7'-2"
2x6 15'-6" 14'-1 13'-3" 12'-3" 0
k 2x8 20'-5" 1 8w, --J7�:5"
2x10 26'.0" 21'-2" 21'-2" 18'-11"
Span Tables for No.2 SYP Rafters-No Ceiling Joist- z
with Drywall Ceiling-20 psf LL,15 psf DL 0
Lu
Lu
SIZE 12"o.c. 16"o.c. 19.2"o.c. 24"o.c.
LL
2x6 16-6 13-11 12'-9" 1 V-5" IX U)
2x8 '-5" -0 16'-5" -8' 0
20 18, 14' 0 0)
19'-7" IT-6" IX z
0
---'-2xl2 26-W 25'-2" 20'-6- 08 Ln
Roof Framing Notes: _j
Lu Lu
1. ALL CONVENTIONAL FRAMING SHALL BE Ro.2 or BT.SYP
2. ALL RAFTERS SHALL BE 24's @ 24"oc.(U.O.N.) LLI A,
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 C
L) 0
WITH(5)10d x 1Y2"NAILS EACH END.
LIPS��
4. ALL RIDGES,HIPS,AND VALLEYS SHALL BE(1)NOMINAL SIZE LARGER
THAN ADJOINING RAFTERS.(U.O.N.)
5. FASTEN RAFTERS TO CEILING JOISTS WITH(3)0.131"x 3)/4"NAILS.
6. FASTEN RAFTERS AND CEILING JOISTS TO TOP PLATES WITH(3)
0.131"x 3Y4"TOENAILS.
/—�!OTE.,
DUS 1 2"x 11 Z"LVL LEDGER z Lu
CONTINUI 4 8
NAILED TO EXISTING BEAM WITH
4' -0
(3)ROWS OF 0.131"x 3 NAILS @ 12"O.C.
>
0
rA Z
Z
z 0
NOTE:
CEILING JOISTS Mi
kY BE
ELIMINATED FOR VAULTED
0
CEILING OPTION-NO CHANGES
REQUIRED TO RAFTERS
z:
x
_0
_j c�' !q t
AOTE:
EACH POST SHALL BE TREATED
6x6 POST ON ABU66-Z POST BASE.
SCALE:
STRAP POST TO EACH BEAM ABOVE 1�0'(U.O.N.)
WITH H6-Z CLIP. DO NOT SCALE
THIS DRAWING
SEE DETAIL"C"ON SHEET SD-3
RELEASE DATE:
01-21-13
REVISIONS:
ROOF FRAMING LAYOUT
CEILING FRAMING LAYOUT
DRAWN BY:
CMF
CHECKED BY:
JKH
SHEET:
S-4
S 5 �2
WITH 1"AIR SPACE
1 ___BRICKVENEER NEER WITH 1"AIR (1)#5 CONT.
4 BRICKVE SILL PLATE
AND WALL TIES
-FILL JOINT WITH ELASTOMERIC
SPACE AND WALL TIES
C14
C JOINT FILL
VIDE WEEP HOLES —HEIGHT OF CURB VARIES(8"
CONT.FLASHING;PRO SIL
CONT.FLASHING;PROVIDE
@ 33-O.C. "O.C. CONCRETE SLAB 6"MIN. M
WEEP HOLES @ 33
r]
GROUT AIR SPACE BELOW FLASHING < '�GRADE CIA
U.
SILL PLATE GROUT AIR SPACE BELOW CONCRETE SLAB
E
0
CONCRETE SLAB GRADE- z
CONCRETE SLAB SILL FLASHING
PLATE
0
(1)#5 CONT,
W �811 CMU STEMWALL WITH(1)#4 @ 48"O.C. 04
ui
W
00
8"CMU STEMWALL WITH(1)44 @ 48"O.C.. 5
.0�GRADE CH CORNER. Lu
GRADE AND IN EA
7/
FILL CELL SOLID AT EACH#4 REBAR.
HOOK REBAR 12"INTO UPPER COURSE
7
c,
AND IN EACH CORNER. OF BLOCKS AND 6"INTO FOOTING. ONE STORY-(2)#5 CONT. Z U) I.-
0 Z Lo
e4� 0 C%l
FILL CELL SOLID AT EACH#4 REBAR.
1'4" TWO STORY-(2)#5 CONT. Lo
HOOK REBAR 12"INTO SLAB AND 6"INTO
FOOTING. oz
V-8" ONE STORY-(2)#5 CONT.
5" w Lu
z
T-5" j ONE D �e
STORY-j3)#5 CONT. TWO STORY-(3)#5 CONT.
ONE STORY-(2)#5 CONT. TWO STORY U.
14' -(3)#5 CONT. 0
_tWd�TORY:_(i)#5 CONT.
V.8o
SECTION-MONOLITHIC AT GARAGE w z
SECTION-MONOLITHIC WITH BRICK SECTION-STEMWALL AT GARAGE
S
rA ECTION-STEMWALL WITH BRICK NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
NOTE: IF STEM VALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS.
z
ENGINEER FOR ADDITIONAL REQUIREMENTS.
Z
-CONCRETE SLAB
�o
Z%U
SILL PLATE -
CIA
SILL- 'z
CONCRETE SLAB PLA Z,
TE -CONCRETE SLAB
45* CONCRETE SLAB 13 >
co
GRADE GRADE �7�4,
8
-F i i
Z f"0
AS NOTED�
a h a
69
GRADE (1)#5 CONT. GRADE 3 t!%Asy",
00
_I I REINFORCEMENT(AS NOTED)
"O.0
8"CMU STEMWALL WITH(1)#4 @ 48
AND IN EACH CORNER.
8"CMU STEMWALL WITH(1)#4
J
FILL CELL SOLID AT EACH#4 REBAR. @48"O.C.AND IN EACH CORNER.
HOOK REBAR 12"INTO SLAB AND 6"IN-0 FILL CELL SOLID AT EACH#4 REBAR. (AS NOTED REINFORCEMENT(AS NOTED
U
FOOTING. HOOK REBAR 12"INTO SLAB AND 6�
ONE STORY-(2)#5 CONT. Z
TWO STORY-_(2)#5 CONT. 1,-8"
6 1 (2)#5 CONT. INTO FOOTING.
V4
ONE STORY-H2 #5 CONT. GE ZA i�
STORY -PAD FOOTING AT PORCH THICKE
TWO -(3)#5 CONT.
V-8" -PAD FOOTING AT PORCH STEMWALL SECTION
MONOLITHIC rE SECTION
SECTION 14
STEMWALL 1\�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
LL HEIGHT EXCEEbS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS.
NOTE: IF STEMWA
1\�Dl
ENGINEER FOR ADDITIONAL REQUIREMENTS.
ALTERNATE:MSTAM36 STRAPS IN LIEU OF EMBEDDED STRAPS(SEE DETAIL R ON SHEET SD-2)
AIR SPACE
-BRICK VENEER WITH I
NAILED TO
STHD14 STRAP
AND WALL TIES
.. j F-1 Z�s
GARAGE DOOR POST.
CONT.FLASHING;PROVIDE WEEP HOLES ---
BRICK VENEER WITH 1"AIRSPACE AND CL ING
PA51 STRAP NAILED TO GARAGE EMBED STRAP INTO FOOl .2
@ 33"O.C. Of
WALL TIES DOOR POST.BEND STRAP INTO AS SHOWN.
ING
GROUT AIRSPACE BELOW FLASH <
Z LL
FOOTING AS SHOWN. .2
CONT.FLASHING;PROVIDE WEEP 20 .2
<
(1)#5 CONT. HOLES @ 33-O.C.
0
rl� . 0 ui
SILL PLATE-- cl� 6"MIN. GROUT AIR SPACE BELOW FLASHING
c5 ui u
FILL JOINT WITH ELASTOMER11 D� SCALE:
JOINT FILLER
SILL 17 —HEIGHT OF CURB VARIES(8"MAX.) z
0 Y4'=l'-G'(U.O.N.)
#4 WITH 6"HOOK INTO FOOTING
Lu DO NOT SCALE
LATE -CONCRETE SLAB ca THIS DRAWING
AND BENT 12"MINIMUM INTO
P
THICKENED EDGE. 00
GRADE TEL9�SE DATE
CONCRETE SLAB 01-21-13
GRADE GRADE
8"CMU STEMWALL WITH(1)#4 @ 48
IV
GRADE
AND IN EACH CORNER.
FILL CELL SOLID AT EACH#4 REBAR.
HOOK REBAR 12"INTO UPPER COURSE
7
OF BLOCKS AND 6"INTO FOOTING. I \� \' _�\,
\,�\�'x,
1--511 ONE STORY-(3 , I
_L#5 CONT.
TWO STORY-(3)#5 CONT. 9 DRAWN BY:
CMF
_'M
L\ 16.
V-8" ONE STORY-(2)M5
_CONT
3)#5 CONT. CHECKED BY:
-8. TWO STORY- JKH
HD14 INSTALLATION(MONOLITHIC)
N
L
MAX'
CONC
0 -7—ts—. �__l
7 NCRE-
.0 S
c
DETAIL-ST
DETAIL PA51 INSTALLATION(STEMWALL) a SHEET:
AT GARAGE WITH BRICK
SECTION-MONOLITHIC
SECT 11ONN-STEMWALL AT GARAGE WITH BRICK T EXCEEDS 48"CONTACT
C ��Dl NOTE: IF STEMWALL HEIGH
I lois
'CONTACT
QSD-)1 No�TE: IF STIEMWALL HEIGHT EXCEEDS 48 ENGINEER FOR ADDITIONAL REQUIREMENTS.
UIREEMENTS.
ENGINEER FOR ADDITIONAL REQ
7 —SHOWER AREA
(2)MSTAM 36-4 STRAPS
SHOWER AREA o D
—MONOLITHIC FOOTING mo
NAIL EACH STRAP TO CRIPPLE STUD
>
------ Od
WITH(13)1 COMNAILS
8"CMU STEMWALL 3"MAXIMUM OVERHANG
cc-.1 -FASTEN STRip TO FOUNDATION
(OPTIONAL)
FORM EDGE 0 WALL WITH(8)X�x 2 Y4'CONCRETE
PLAN VIEW —CONCRETE SLAB
SCREWS INTO MASONRY OR
1! LL
PLAN VIEW
(8)Y4"x 1 X'CONCRETE p o
> ETE.
SCREWS INTO CONCIR
C4
z
CONCRETE SCREWS SHALL BE
U) 0
a uj
(1)#5 Co Lu
FINISH OR EQUAL.
(1)#4 CONT. GRADE
6"MIN. CMU STEMWALL WITH(1)#4 @
POWERS"TAPPER'WITH PERMA-SEAL
NT.
STRAP SHALI,BE COVERED WITH 0
—HEIGHT OF CURB VARIES 1 7
(1)#4 CONT. 48"O.C.AND IN EACH CORNER.
SILL— SIDING OR Sl�UCCO a
SILL—\ t z
t CD
FILL CELL SOLID AT EACH#4 0 Z Ln
LATE --CONCIRETE SLAB q REBAR.HOOK REBAR 16"INTO 0
P PLATE HEIGHT OF CURB VARIES(8"MAX.)
NOTE6
THIS a
MI PORCH SLAB AND 6"INTO ETAIL MAY BE SUBSTITUTED FOR
6" N . 4
_j
.MEMO"---,% GRADE FOOTING. 11 11 a
9 CONCRETE SLAB EITHER THE PA51 STIR kP(STEMWALL) Z LU Lu
�6 2 1
m 2
OR
I
GRADE 1,-8- (2)#5 CONT. THE STHD14 STRAP(MPNOLITHIC). 0
LL CL
uj
'O.C.
8"CMU STEMWALL WITH(1)#4 @ 48
AND IN EACH CORNER. SECTION-PORCH STEMWALL DETAIL- E
f A- MBEDDED STRAO ALTERNATE
�D2 2. z
FILL CELL SOLID AT EACH#4 REBAR. d
HOOK REBAR 12"INTO SLAB AND 6"INTO NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT 6
ENGINEER FOR ADDITIONAL REQUIREMENTS.
FOOTING.
6'
1,6" ONE STORY-(2)#5 CONT,
ONE STORY-(2)#_5 CONT. 1'4" tw6STORY�_(i)#5CONT. NOTE:
SAW-CUT CONTRACTION JOINTS(i.e.CONTROL JOIN'S) of.
1'-8" TWO STORY-(3)#5 CONT. w
z co
AS SOON AS THE CONCRETE HAS HARDENED ENOU�H
NOT TO BE DAMAGED DURING THE CUTTING PROCE iS.
4 HOURS IN WARM WEATHER), i
STEMWALL AT EXTERIOR WALL SHOWER SECTION-MONOLITHIC AT E z :J-
�G SECTION XTERIOR WALL SHOWER (TYPICALLY 1
CONCRETE SLAB
'ONTACT
�D2 NOTE: IF STEMWALL HEIGHT EXCEEDS 48�C 0
z F,
ENGINEER FOR ADDITIONAL REQ 0
UIREMENTS.
FILL CUT WITH 1"DEEP xY8"WIDE Sm,t.'J�llt I z w�
F_
ELASTOMERIC CUT AT DENOTEk)0'
FILLER LOC,�TIONS.,l),�,,'..,l,
(1)#5 CONT. I;E c"", z
GRADE--\
CONCRETE:SLAB
CONCRETE SLAB 8"CMU STEMWALL WITH(1)#4 @
48"O.C.AND IN EACH CORNER.
&
PLATE
FILL CELL SOLID AT EACH#4
7-7--
REBAR.HOOK REBAR 16"INTO cc
Q i,
'N
FOOTING.
9
_GRAI) PORCH SLAB AND 6"INTO
JX, As—.
6" CONCRETE SLAB
(2)#5 CONT.
1)#5 CONT.
4' ONE STORY-C2,#5 CONT. 'Y' F
TWO STORY-(345cw.
CTION-TYPICAL SAW-CUT ONTROL J09T.'-j
SECTION-PORCH STEMWALL WITH BRICK SE
NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
SECTiON-INTERIOR BEARING rK SECTION-THICKENED EDGE
1\�Dl ENGINEER FOR ADDITIONAL REQUIREMENTS.
>
g
-BEARING POST(AS NOTED) SCALE:
—CURB HEIGHT VARIES E Y4"=l'-0"(U.O.N.)
CONCRETE SLAB CONCRETE SLAB DO NOT SCALE
THIS DRAWING
SILL -j
t� RELEASE DATE:
PLATE CONCRETE SLAB CURB HEIGHT VARIES
-21-13
01
REVISIONS:
(n Lu
Lu
0
z
_LAS NOTED LREINFORCEMENT 1)94 CONT.
NOTED) 91(
2 DRAWN BY
Ll ONE STORY-(2)#5 CONT. CMF
tWOST_oRW_(�_)#_5C 0 N T.
CHECKED BY:
SECTION-NON-BEARING STEPDOWN
�j JKH
Ll
K_p_"� SEC SHEET:
SD-2
SECTION-BEARING STEPDOWN TION-INTERIOR BEARING PAD FOOTING
�SD�-2 �Dl
D
ALTERNATE ANCHOR:
ENDNAIL�2)0.131'x 3A'NAILS AT EACH LOOKOUT
2x6 BLOCKING AT EACH DIAGONAL BRACE —EXTERIOR BEAM Y2"x 6"TITEN HD wl 2"X WAS ER
RAFTER(AS NOTED)
2x6 DIAGONAL BRACE @ 48"O.C.WITH (AS NOTED)
(5)0.131'x 3Y4'NAILS AT EACH END(U.O.N.) "O.C. H6 CLIP FROM
2x4 FLATWISE LOOKOUT @ 48
ROOF SHEATHING(AS NOTED) FASTEN SHEATHING TO LOOKOUT WITH POST TO BEAM
SHEATHING END NAILING REQUIREMENTS. iR
-LAP BEAM PLIES AND
H3 CLIP @ LOOKOUT(TYPICAL) E
NAIL AS SHOWN-(5)
2x4 L-BRACE AT EACH LOOKOUT NAIL WITH
LL z
0.131'x 3Y4'NAIL SPF MATERIAL 0.131"x 3 NAILS PER PLY
NEPTABLE
0 0
1 MAX.
NOTE:
MAXIMUM 12"OVERHANG _2x SUBFASCIA NAIL TO LOOKOUT WITH --PT POST(AS NOTED) uj
Lu
(2)0.131'x 3Y4'NAILS
H6 CLIP FROM POST
ENDWALL RAFTER NOTCHED FOR FLAT LOOKOUT f
TO BEAM I' I
PT POST(AS NOTED)
'O.C.TO RAFTER WITH Lo
NAIL SHEATHING @ 6' Lu z
0.13 EXTERIOR BEAM ABU POST BASE o cm
1'x 2 Y2'NAILS
Ln
NAIL PLATE TO RAFTER WITH 0.131'x 3Y4' (AS NOTED) (AS NOTED) CD 0
NAILS @ 6"O.C.
lx4 LATERAL BRACE @ 48-0,C.NAILED PLAN VIEW AT TOP OF POST 0 Y8"THREADED ROD
TO EACH JOIST WITH(2)0.131"x 3"NAIL PLATE(AS NOTED)
S WITH NUT SET IN
INTO(4)CEILING JOISTS.OVERHANG SOLID BLOCKING AT EACH LOOKOUT LOCATION i .0 ADHESIVE
MINIMUM 2"TO AVOID SPLITTING. I.L.
WITH(4)0.131"x 3Y4"NAILS INTO LOOKOUT w
(7-EMBEDMtNT)
�qj 0
MINIMUMX%'RATED SHEATHING CONTIUOUS
TO BOTTOM OF LOOKOUTS
NAIL JOIST TO GABLE STUDS WITH
J z o;2,
(4)0.131'x 3Y4'NAILS @ 16"O.C.
j 1_4
TOENAIL GABLE STUDS TO DOUBLE
W Z
NOTE
8. PLATE WITH(3)0.13Vx 3Y4'NAILS
-0.SOLID DECKING MAY BE INSTALLED IN LIEU OF
SIDE VIEW AT BASE OF POST
LSTA1 8 STRAP @ 48-O.C.
LATERAL BRACING AND DI GONALBRACING.
uj
CEILING JOIST(AS NOTED) c DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST z
'z
>
-0 wl�
DETAIL-TYPICAL GABLE BRACING P"0
l=' Z'S
< ;�
EXTERIOR BEAW(AS NOTED)
DOUBLE PLATE
ROOF COVERING(BY OTHERS)
NOTCH BEAM AS REQUIRED TO &
NY
FIT BENEATH DOUBLE PLATE RAFTER AS NOTED—, F f5l'_�
Z - cl
ON LAYOUT
CEILINGJOISTAS
BEAM BEARS ON(2)2x JACKS
NOTED ON LAYOUT
(TYPICAL-U.O.N.)
CORNICE DETAIL
A; Ir v
(BY OTHERS)
CONDITION: I
(NOTCHED BEAM)
4—
'Z
A��t,'Q,DSP CLIPS)
LTERN
x A
(A
MINIMUM'/32'RATED OSB SHEATHING,EXP I-SHINGLE
OR'Y32"RATED SHEATHING,EXPOSURE I-TILE
FASTEN WITH,113'x2'/8"RING SHANK
NAIL SHEATHING TO DOUBLE PLATE WITH Z
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. 'cl 0
(2)ROWS OF 0.1 31'x 2 Y2'NAILS @ 6"O.C.
CEILING(AS NOTED)
'O.C.
NAIL SHEATHING ALONG BOTTOM OF HEADER 3'
ANCHOR AT EACH RAFTER(SEE ROOF
FRAMING NOTES) SCALE:
INSTALL DSP CLIPS @ 24'O.C.OR IE
E Y,"=V-0"(U.O.N.)
BEARING AT SEAT CUT
SPH_@ 32"O.C. MINIMUM 1 Y2 DO NOT SCALE
TOENAILRAFTERTO PLATE WITH(3)0.131"x3 Y4'NAILS THIS DRAWING
RELEASE DATE:
EXTERIOR BEAM(AS NOTED)
—DOUBLE PLATE NAIL CEILING JOISTS TO RAFTER WITH(4)0.131"x 3"NAILS.
01-21-13
(U.O.N.)
BEAM INSTALLED BENEATH DOUBLE PLATE REVISIONS:
(2)2x SYP#2 BEAM(AS NOTED)
SEE DETAIL
BEAM BEARS ON(2)2x JACKS
"C"SD-3
(TYPICAL-U.O.N.) TREATED POST(BEYOND)
CONDITION: 2
(DROPPED BEAM)
2 DRAWN BY:
CMF
SECTION-TYPICAL EXTERIOR TWO STORY WALL 2 CHECKED BY:
N
MAX
TE
DER
7. LIM7 ' 11
OV'ERHA�G
E E L'
'X'LAT RAL'RAC @"0'
'EACH H(2 1 - NA
I IN To I,J'I'T WIT x' 'LN
M,)CEIL,�' ST''VER.AN
NMUM 2 TO AVOID SPLITTING
JKH
DETAIL-EXTERIOR BEAM TO WALL CONNECTION 1\�-3
SHEET:
' SD-3