HomeMy WebLinkAboutBUILDING PLANS12
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Stucco band
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-
1
5/8" thick light textured
stucco on typical concrete
block construction
Southeastern Metals 2,4 ga 5v Crimp Metal Roofin installed
per product approval FLU 11115.I over Polyglass self adhered
roofing underlayment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
12
SLOPE 5 Stucco ban
26'-2" A.F.F.
TOP OF WALL
00
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------ --------- - -- - -- - - - - - -
m 4 1 1 FIN. FLOOR
Stucco band-��
FRONT ELEVATION
PERMITTING INFORMATION
(FORM
100)
Florida Building Code Residential: STH Edition and ASCE 1-10 for Wind Loading
Bwldmg Design is: Enclosed Risk Categorg_ II Wind Speed:J(eQ_mph ultimate
Mean Roof Height; 22'-V Roof Pitch: 5•IZ
Internal Pressure Coefficient: ±o.18
Subjectabilitg to damage from: Weathering: Negligible Termites: Peru Heavu
Width of Roof End Zone: 5'-V
Wind Exposure Classification: B
Adjustment factor for Exposure Height Using Allowable Stress Design and
PLAT R�OP
NII� ROOT 1d9
TG k14 PITCH
Load Combination per ASCE 1-10 Section 2.4 DL+LL; DL+O.GWL; O.GDL+O.GWL
Exp Height Adi Factor: 1.00 x Load Combo Factor 0.4 = 0.4 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: L +I1.0/-21.0 psf
Roof Zone: 2. +11.0/-48.0 psf
Roof Zone: 3. +11.0/-10.0 pal
Components t Cladding Wall End Zone Width: 5'-4"
Components t Cladding Wind Pressure (NET) Wall Zone: 4.+30.0/-32.0 oaf
WCrdML52R0OP
Wall Zone: S. +30.0/-40.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +26.0/-31.0 psf
Shear Walls Considered for Strueture7 Yes
LRss GAaLa ROOF PROM
dq PITCH adz TO 124 PITCH
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure: 2.500psi, Preaumptive: X Bg Teat: psi
p. Roa Zap I ®• Rod Z" 2 Y- Cans Zmes
This Building Shall Have the Following:
Walls Zone 4 WND ZONE Roof Zonr 3
APPROVED SHUTTERS:_ IMPACT GLASS, X BOTH:_ NEITHER:_
-
Southeastern Metals 24 ga 5v Crimp Metal Roofin installed
per product approval FLIT 11115.1 over Polyglass self adhered
roofing underlayment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
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S. 2 5.
5/8" thick light textured
stucco on tgplcal concrete
block construction
SEAR i=LEVATION
Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed
per product approval FLU 11115.I over Polyglass self adhered
roofing underlayment over 19/32 COX plywood attached
to trusses per sheeting attachment diagram on roof plan
l2
5 1 SLOPE
�2" Newel Poat
I" Sq. Pickets � -
Aluminum �
Shall be
specified
2" Gripable Handrail
�3" Clearance Max...'
1'-0" �.
SCALE:
1/4"
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RIGHT ELEVATION
Stucco band
O � �
Stucco band
5/8" thick light textured
stucco on typical concrete
block construction
— — — — — — — — — — — — — — i ------
ST. LLiCtF rrlL hT�� n��,�/�
REVIEIVED FO COIN s
fti'iSION
AEVIELVED B
DATE
PLANS AND PER. IT MUST BE KEPT ON JOB
OR NO EVSPECTION WILL BE IN E.
THESE PLANS AND ALL NROROSED !t'o
i.' ARE SUBJECT TOANYCn---,TIONS
REQUIRED BY FIELD INSPECTORS THAT
MAYBE NECESSARY rig ORDER To
COMPLY WITH ALI. APPLICARL_ CODES,
SCALE: 1/4" . 1'-0"
SCANNED
SLLUd90mu*
AM MANUFAMnU TALliIISH60NIN
U FACi'ORB AND (rHMO CCIMPLIANdt
1NRN FBD Now Cow MUST
REMAIN ON ALL: DDDRS ANC) WINDOWS
l ill WWWrKM AM AFP'MIOVgD
"ONCEALED FASTENERS OR ATTACHMENT
ARE THE RESPONSIBILITY OF THE
111NTRACTOR OR RICORD
LERMITE TREATMENT REQUIRED
Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed
per product approval FLU 111-1 I over Polyglass_self adhered
roofing underlayment over 19/32" COX plywood attached
to trusses per sheeting attachment diagram on roof plan
O
5/8 thick light textured %
stucco on typical concrete
--—b1"ock cons-t uetion— — — — — — —
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LEFT ELEV�470N
SCALE: 1/4" = 1'-0"
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BEDROOM
12'-44
'SCALE:
TYPICAL NOTES:
I. Contractor to and dimensions prior' to :'
1 nt . '. .
posedattic* insulation materials installed on attic floors. shall s crttical'iada
20. III expos
0.12 watt Exposed':foam:'. lastYc `insulation`
25. ALL dr•ewtn s 'and written material herein constitute' original. work of this firm and the
gy
same or :an art
P
verff ,ALL ;notes
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flux not less than per square centimeter.
P 4P
the the roof deck
.
the attic shall
thereof MAY.:NO'T:. be dup'licate.d,'disclosed; distributed or, used In an manner without
y
O `that
wr.ltten consent
proceeding with work.
P
materials exposed on' underside of
or on walls . comply
eof, 1t ou.t consen s e t t
, .w h t hall.b indeb.ed o flits firm for fu
Of this firm An µset o full
y
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o.mmssfnn
-
2. Contractor to STRICTLY enforce .ALL OSHA,. Requirements..,.,. `'
wltli'F.$.C;'Resldentlal Section R314 --`see
permit
lnfo.box of code edition
.
as Beam, Rafters etc.., to: have
3. ALL Lumber to be used e
'stress.
2J: G sum :board material shall `conform to AST i�I C36,
p
C1002,' C104�,CI177, CNi8. C12�8,
C°19, C4'15, C514..CG30, C931
039C,.`and'shall be. Installed:
um l OO P.S.I. fiber
a minimum 4
C`�b , C139';,
or
WALL L'.=LE'
SYMBO
G END
4. No dissimilar metals to touch:
e following:
according to the
oi-
5. ALL Concrete used for slabs shall be 2500 PSI concrete, and
ALLConcrete used for ver
tical filled cells continuous. -tie betwTs: etc... to
shall
shall be 3,000 P.S.I. concrete and/or '4,000 F.W. grout. mix:
6. Drywall at. ceilings shall be leveled and attachedto bottom chord
of trusses with screws.
ALL wood in contact with.. concrete . shall be pressure treated., .
�. A
8 ALL wall dimensions are nominal and not finished wall. or stud - dimensions
9. ALL plumbing fixtures to be low. flow.
Contractor to Provide Pan &: Drain at water heater in accordance
10.
with the Florida Plumbing Code current .edition.
II. Contractor to Provide a 2'-8" wide door at one bathroom for.
:
handicap accessibility re q
12. Lowest finished floor to be set' by ;Governing Building Department
survey or to set in field.
13. Separation between residence. and garage shall be per FSC R309.1 and'R309.2''
P
14. Door between garage and residence shall be 1-3/8" solid wood - 20, min.. fire rated
15 The Gara a shall be separated from residence and the attic` area by;: Vai, type ''X11
CBS 'walls' 'Fill ,cells solid with concrete and (1) #5 bar vert. at 40" .
o.c. for wells up t0.:10'-O"* hr h: Space 32" o,c. for walls u to 15'-0"*
„ gg p
For w ir 10 O • a special inspection Is required b an licensed structural
ells ova
w and approve t o ert. steel 9
engineer to review pp h . , v I on m the footings,
in the wall;, cavity and. into beam:.
2" x 4"' n.on-bearing .stud walls see: sections.: Insulate
with R711 :batts at bathrooms. t between 'A/C and :
Non -A/C..' spaces
2 . x b bearin stud walls - see sections. Insulate
9
with :R`-19 '.batts at bathrooms � between A/C : and
' .:..: Non= /C: spaces ` A pd.
,. Floor` ��
Flret Sq`uar�s Footage
• all. ' _
dr wall a hied to garage w First Floor ;4/,C - 8.26 s . ft. Under Roof S uar F
9 p 9 9
p s all be se arated./�om all habitable, rooms 22, ALL, ceramic the surfaces installed shall conform. to A'STM A108I Ihru. A1'08:d, q q e Footage Breakdown
I6. Garages beneath habitable: rooms h p A108.,1.,. AllB.l, A118.3, A136.1 and A13�.1 ! r = _
above b no less.t.han 5/8 t e X .dr wall Covered: Po ch' Tonal 1�6 sq. ft. First Floor Total 1,122 s ft.
y
y 4P. 23. Cement, : f16er�cernent .or glass g psum hackers In ;accordance' with: ASTM _ q
11, ALL Floor. to ceiling assemblies shall be protected by 5/�8 type X . drywall yy
C(288,.C1325,.:OR.-.CII"IS artd'irlstalled LA.Ulr.manufacturers recommendations shoo Carport - .- ; �-. '�: 150' sq. ft. -Second 'Floor Total = 826 sq. ft.
18. Wall and Ceiling.shall have a flame -spread classification of not. greater than 200 be' used as 'backer.':for the wall; the in tub areas and wall panels in `shower areas.
P d index of not neater. than 450 P Flfst Floor :.Total : = 1,122 's ft: Total a ace under roof = I `1�f8 s ft.
19. Wall and ceiling finishes shall have a, smoke -develops greater 2�4. 'ALL' materials _used 'below base flood elevation must be flood resistant;' This is to include :. p q.
ail . wallt coverings in garage and.,'e.lsewher.e . If applicable:
Drywall'-
Thihmose
Location
'
Orientptim..
.Framing.
Member
Max:.epecmg
of faatanars
Nall sixmg: options for
installation into
Spacing
Maximum
of:.drywall
wood hammgg members
2r' x min. thickness
Nails
Screw$
.Ceding:
Perpendicular
24" -
1"12"
13ga,1 3/e" long with 19/44" head,:
OR
0.098" diameter x 1 1/4" long
annyiar-ringed or 5d cooler `nail
Walls'.
Either
G'"
8"
i4
0,080" dmOR i 5/8" long with
Direction'
15/44" head
OR
',
..
G peum board nail 0.08C' die.
x I.5/B . with 9/32" head.
Ceiling
Perpendicular
24"
1"
12"
13ga. l 5/8" long. with 19/44 head
,
OR:
O.Q98" diameter x 1 3/8"-Tong.
annular -ringed or Gd cooler nail
OR
Walla..
Either
16"
8" -
- IL"
0.692" dia: x 1 1/8' long with
...'
Direction:
1/4"' head
OR
G peum board nail 0.091L din.
9
x I/a" with 9/44" ead.'
0
bat
M�M=
2'-6 y2„
mint split
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Second Floor. Square Footage
q- g
Second Floor A/C 132 sq, ft.
Second Floor Porch = q� sq. ft.
Second Floor Total = 826 sq. ft.
A/C Space, Breakdown:
First Floor A/C = 826 sq.ft.
=
�cond Floor : A/C 132 scj_ ft.
Total A/C Space = 1,558 sq. ft.
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Termite Protection for New
Construction as per F.B.C. 181L1
CONTRACTOR TO REFERENCE F.B.C.
BUILDING 1816.I FOR FURTHER REQUIREMENTS
Soil treatment used for subterranean termite prevention
inside the foundation perimeter shall be done after all
excavation, backfilling and compaction is complete.
If soil area is disturbed after initial chemical soil treatment,
area shall be re —treated with a chemical soil treatment
including spaces boxed or framed.
Treatment must be .in accordance with the rules and laws
established by the Florida Department of Agriculture and
consumer services..
Protective sleeves around piping penetratingconcrete
slab on grade floors shall not be of cellulose —containing
materials and shall have a min. wall thickness of 0.010'
and .shall be sealed within the slab using a non —corrosive
clamping device to eliminate the annular space between
pipe and sleeve. NO TERMICIDES shall be applied
inside the sleeve per FBC Plumbing 305.1.2
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Provide Smart Vent Model #1540-510
_
F_3i
B,
engineered flood vent -installed per ,
manufacturers recomendationa.
—
whole house shut
I vent = 200 sq. ft. of coverage'
16'
off valve
Carport = 150 sq. ft. - I .vent required
8,
9'-0"
FOUNDATION PLAN
SCALE 1/4" = -1'—O"
FOUND
I.
TION NOTES
Any . changes to plans. must be submitted to the architect... for approval prior;
2.
to proceeding with construction.
Contractor shall be responsible for verification' of alt notation and dimensions
3.
prior to start of construction.
ALL Concrete used for slabs shall be 2,500: PSI concrete min., and
ALL Concrete used for vertical :filled cells, continuous. 'tie beams etc.,
4.
shall be 3,000 P:S.I:.. concrete and/or 4000 P.S.I.. grout' .mix min.
Soil bearing capacity assumed to be 2560 psf and stable. This Shall be confirmed
5.
in writing by soil testing report. done by : others rior to the start of any construction,
Verify all recess thickness at shower floors, all floor finishes as selected by
owner, door sills t thresholds including pocket SCUD frame. widths etc_ prior
to placing any slabs.
6.
Contractor to provide filled cell with concrete and l 45.bar Vert. at 48"
O.C. max. Provide (I) :filled cell on each side openings 'up to 5' 11'". wide.
Provide (2) filled cells on each side. of :openings from b'-0" to q''-11"
and Provide (3) filled cells on each side of openings ~from l.0 O and up"
concrete'slab with fibermesh OR
b"xG" #io/lo OJw:M on 10 mil Visqueen over
Contractor to see plans for any other condition used. Foundation walls
clean compacted.termite treated .fill
shall have filled cells. at 24" o.c. ,unless . otherwise noted (see section)
1.
Contractor to provide for Form Board Survey - Form BoardSurvey
to be provided to Truss . Company prior to truss construction
S.
ALL Reinforcing steel shall be'grade X, meeting AS TM A 16. and
A-35 specifications. ALL Anchors to be A-301. Steel
3
Thicken edge to 12"w'x 12"d
with
q.
Provide a minimum of 3" concrete protection at footings;:' and
for ALL reinforcing bars:
12 concrete and
cantina
(2) #5 bar continuous
10_
1-1/2" concrete rotection. at beams
. Contractor to brovide the Architect with. truss `sliop dr,awin�s including
T-12 i=00TING DETAIL
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Southeastern
Metes 24
ga 5v
Crimp
Metal Roofing
Installed
=.,.".A. ARCt tAmarA rA^f Ali at Morn
BEAM
,SC.� EDULE
Marki
Size and Description
BI
Two rows of beam block filled with concrete and (1) #5 bar
continuous in each row, Provide precast lintel filled with
concrete and (1) #5 bar per lintel schedule continuous
over o enln s.
B2
(2) 1 sX x 11 IX
LVL" Parallam Beam
B3
Girder truss -. see shop dogs bg mfe
B4
(2) 2" x 12" SYP u2PT `wood beam
p'er product . approval FLu 111 15.1 over Polyglass self adhered
roofing underlagment over 19/32" COX plywood attached
Provide. Simpson MBHA'3.5L/II 88 .'. Hangerw/ to trusses per sheeting attachment diagram on roof plan
(1) 3/4dia. x .8 .,ATR Into Top .and Face
of Block Wall and (18) .10d' nails into Beam strap Girder truss to wall using Simpson
MGT strap with (1) 5/8" dia. ATR
embedded 12" min, in concrete and
HET A 20 (22) IOd nails into wood beam
BI
82 1_100 Lin BI
O �
t 2011 11 �`fie
of
II 5 26 BI
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ii /
Keu
Area '`.
Ede
Field
Fastener
a1. Lill
Zone 1
11
61,
8d'ring shank,
45 pat:
Zone 2
'"
to 11
8d ring shank
14 at
Zone 3
41,
ol
8d ring shank
84 paf.
** 'Zone 3a
4"
le `'
US wood screw
112.5 psf
YHI
- el
LGUM - ale L22 BI BLL3( BI flange with (6) .3/8 x 4 - flange with (4) 3/e" x 4"into. block' and (6) I/4" x 2 1/2" Provide (:2) H'ETA _20 TRUSS BRACING NOTES
into block and (4) 1/4 x 2 I/2 wood .screws Into irder .:. Straps — one each side HI Hl Zr antracter to in e t en ateea r a .In aor
wood screws into girder 9 ,a
end roof truean o the rdna manner:
Of hit -,carrier > truss - install rust _a„ or trues bra 3L' rise •xt•r or melt
-11LG31f
1
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II II II '
1
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II
BI II II II. If
, —
i II II- —.
PRE-ENG[NEERED
TRUSSES
II
Add,t,oneei
95 ban Lintel Bar Clear. ;A„
AT 2 -4 o-c_ TY
ICALI
Length Length Span Bars Mars
s na
shop drawingbL2
uac ur erB1
W
B
:.. none
Precest Lintel
reft2 X.8.SYPu2
'
.. . 2'-2c
-
1
cY 0
at O c ..
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ns-oa/IT
Additional 4'-0" 3'_Io" 2'-B" . 2,43 ' none
i
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PRE-ENGINEERED TRUSSES N I Ii III II . Il II II I
AT 24"o.c. TYPICAL If II cV !" - - -
iI I BockRAbaveB•en no a
a6. bare
( shop drawings by manufacturer )
TTh'ICAL LINTEL 5ECTION
At — H TA 20 (PRECAST CONCRETE
ROOf:L FLAN
Strap C+irder truss to:wall Ing Simpson
MGT strap .with (1) 5/8" ra: ATR
embedded 12' min. in concre a and..
(22) 10d marls' into wood be in,
SECOND FLOOR FRAMING/LO EU < R.100f FL,4N
TYPICAL. NOTES:
- ALL Plywood sub -flooring: to be saturated w1 Thompson's .
y 9
water seal immediately after .installation for leak:'protection;..
— s at 2'-0 unless otherwise noted
Overhang on this:. sheet
— Roof pitch at (.12 unless otheriulse noted
— Truss shopdrawings . to be provided b manufacturer
9 P y -
- AnyChanges to this . lam shall be Subm:Itted to:.the
P
architect f or approval in writing prior ;to starting con.structLon:
— ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFAC71 fiRER.
s Rr
Architect to review ..Truss Shop 0raw ior
g
to construction for layout and uplift ve:rlflc a t ion
g ,
— Provide fire stop blocking at all floor trusses dividing the :floor
Scale 1/4' = 11-0"
TYPICAL ROOF 'NOTES:
— Qverhangs shall be 1'-4" Unless otherwise noted on this sheet
` Roof pitch. shall be 5:12 unless otherwise noted on this sheet
Truss shag` drawings, to be provided by manufacturer
,Ang changes to, this plan shall be :Submitted to the
architect for'.: approval in writing prior to starting construction.
ALL TRUSS 'TO- TRUSS CONNECTIONS . BY
TRUSS '.MANUFACTURER
Architec to review Truss Shop Drawings Prior
to construction for: lagout :and uplift. verification
Cort.ractor tQ provide for Form Board Survey and to provide
Form Board. Survey to. Truss Company prior to truss construction
Contractor to provide the Architect With truss shopdrawin s including
g
fuss cut s eats o in ALL truss reactions ALL t h sh Iu ct ons prior .to START
P
OF FOUNDATION WORK or strap and footing size verification.
TRUSS DEFLECTION` SHALL NOT EXCEED 0.5" ON AN TRUSS.
area Into 500 s ft. (Max.) Spaces Y
P _. ._ _-_.
..... Provide Simpson strap
- at each o — a g connection
Deck see yp al sections .
7ypica( Flooring on See w811 Section _ -
or Joist-t - ledger
Flcor. Joists mg t Ic
STRAPPING SCHEDULE ( see framing plan) for D tads
HETA 20 --- - -- -
HETA 20 rr
—�
5le" drywall 11 1/2" CDX plywood :nailed to joists with 6d
nails at b" o.c. edges t 12" o.c. intermediate
SIMPSON HETA 20 hurricane
anchor at each truss supportin sh
Max. 1,810 lbs. uplift. Strap all
kmv,f (q) 1od x 1 1/2" nails. DR.AFTSTO`FEIN0 DETAIL
LINTEL SCHEDULE:
Mark
win as
..,
LmUi
size
Cat-Craita
Specification
Pro-'
Stnaead
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—
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86
1.41
411
112
L40'
T-&
Y-r
81118-015AT
NO
I '.
a5
535
130
401
woo
lo'-o+
10'-8•
I ere-OBiIT
NO
--
—'
1 -
06
982
414
412
LIIO
to,-o-
II'-ir
I 8Pi6-Is/IT
NO
ONE
I
Is
' 1
a5
1464.
410,
`AIM
LI20
I2'-8'
erK-IB/1T
NO
ONE
I
85
1
as
1011-
404
S24
LHO
141-0`
[+-a'
Brld-MAT
YHS
ONE
1
86"
I..
a1
t910
284
L140.
Ia -0":
I6'-e'
ar16-I15/2T
YES
ONE
i
ai
2
8'1
1s0
BOO
M4
t180
IL -O'
le'-e'
9FIL-16/2T
Y88
ON8 71
1
es
2
a6
'110
4 4
148
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
= LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING.
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.,
REQgUIREMENgTS�3
- CONTRAC70R TO IVER F ALRLELINOTE ES ZES-SgASED O FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
L: DGER SCHEDULE
Mark
Size and Description
!_GI
(2) 2" x` 8" PT ledger bolted to wall ::with (2) 5/.0" dia. "
expansion' anchors .at 24" o.c. staggered with min, _.
4" embedment into wall
L'G2
(2) 21..' .x, 6" PT ledger bolted to wall with (1) 5/8" dia;'
expansion anchors' at 24 o.c.' staggered with min.
4" "embedment into wall
2" x' 10'.' ledger bolted to wall with 12) 3/8" dia, x 6
LG3
Lag Screws at 24 o:c. max
1 14" DEEP PRE-ENGINEERED FLOOR
/TRUSSES AT 24" O,C. TYPICAL
�✓ (shop drawings bg manufacturer)
Beam see schedule for 1--See typical sections for .nsulatlon
-
size and plans, for location
.. - see sections fOr —
heights above.' slab
- LGI
1=1nnr 7r.11c'c� t ;=i r,+
_ scale
,
3/4n = 1
u
-O
tS
U
<'Q
O
I;_
O
^l`
�a V)
F.)
� I
,
w 33
ids" F
I!
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I,
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1
t ;
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if
7)
I'
. , n :. : . . psi. ... , ..
. . . I -. 4I ...4..... ZI I � . .. . :I '1I 1_�*. I. . . .. I . .I�I1IIIII I1IIIIIII I, ..I. ,I.... I. L .. .I�. .�. .I- .I . .�� . . . 1.I.I .1 .. � � ,. ---. � . I ... I. ... .... . . .. �.. .. � -.. .. .. . �... . �.I. � . I. . t.�..I :.... .L. . 1.I I. .I.s . 1. . .� . I . .. -. .. II .II..%I ., . ... �I I I. � . .� .. , . ...iI ,.,.. , .... .. I . � . - I.1.:... .,.1 .. ... . . I . . ...: ;.. .I .. .!I I. . ...��.. : I . 1,. .I ,... .. .. -. .'I .. I. . ' I. I .., .I.. . . p .. - II : � .. II II��r.I I 1� 1I; �, �� 1,III " � . ... �. , ,I' : I,..1.-0%.:I., �II :. . i �: ,� :: ,... . . . .1. .* . ... . . I.I. ...: . �. . :. .. . .. � . �.:�, .. I.I.. .1�. ,. : . . --..I..i. 1, :�� .1 1. .�,. I.....- 1 . �. 1. � . 1 : :. -. . . I. I' ... I 1I.:.1. ; ..,I . . .. . w1--.. , ..,.--,,..I:�,I,�" i��%. .�. .:`.q :., .... l. I .. . . .�::�. . . . . . .� .� ,. . . . . . .. .14... . I .� I .. *o.I..�. .1!...; .';..: ,�:*,*;..1.. .- �;F .... ,... . . . . . * ... '. ' �....�: :� �..... i�:`.,. p.tI..�-...::.i :� � ..I. .: :.i:� .e- ,.::.,�: ... . :�,i. .... ,:1 .:.. : ..s, ...% ;1... .,.' , !. . .I .. .I.:. .., .-. I .1..,I.�w �. , �...I ,I... .. -. .1. .,. i.'�i . . ..,..I, .'...: ..... ' ..I iI I. .. .. .... . I. ..,..�1.�I...:'1i.�:...,.%s�,.,...,....,.��.% . . I..,' ..: .... .;�:.. . 1, I ...,. ..% ... - 1I.I . ;.. I .. �... *...,.�. ...., .. :.I .,..;I ,. .. �I .. . : I .. %�.:% .I i�: : .:_ 7 . . . I.. : p., .� . -.� . . .. . .. .. .,....... .... . . . ...I � 1,.� ..� .i. :�. ... I, I.. . ...... I1. �- I , 1...:1I.. �. '.f:�.1;.I.. .. .... . . .. .. . . � I� .. .., ,..r . : :. -.. . . ..� ..I . �.:I .. I I1-. .,. .I1.. ...:.�i�;,.;1'i I . . ..I. .':: ,II.p ... .',. I.:. I. . ... .I......I I.'.... .�.. l:.*..I;..I.. .I . I1.l ii1 1.�..,1:.. ..,:.: .�.., .: �.. ... . -��.., . .� ,.. ..4I,." .- .,.. .....I.� , :I .,: :. ... .. I., ., . .. . .I I. . . �I �. .- .. �.�.� 1... s�..0It�� ... . . ,.,.I .I .�* : .. - II ::I.. I . ,..... ..�.-1Ii ;. : I . .. %I...1I:. ..1 .I. I,�I.� . . .I. . I ...II .I..I ,.I I.I. .. .- I..II :1.:I.I..-. 11- ,. !. .. . �. ..�.. : .,. 1I. .. .. I . I: :. ....� I I . .... . . I. .� :. � I .I I,� ,. . .,I..I I 1 :.II..I1i% ... � I I? . I. :I , .� ..�.. ... .� .. 1.I.,.t..� ... II ..I1� .,.: .I .� III II . � I .,,. I I�.. I ,.I �II :.I. :r �I�I.:.. ,, I. .. I . ��I 1;::"..1,7'.1�..1 .:,�I ..:1�; I: .:. ..I.: .... .. : .� *.d, --!...1:�.I:-". . I ." ,�I., ..�II ..,, ��.� , . � .:II. I. . I ..I.. I�:I ...% i.'.� 'I: 1.'..�. ,...
- I" X BCIa . .. .:
Drip edge
G" PT Fa
. "..
. r. ..
. .. .. .
.
Prefabncated
9 .
5„ PE
I alumnu g t
aluminum utter
I ePabrieated .I
m gutaluminum
. .. .
.. . . .
`.
. 2 X.`„ fa .
1.
.
II
. . ,.; .
..
. TION SEE WALL SECTIONS
scia
Dower.lU #5. bar
,.. .
CTION
. w( 25. min lap
. AND STRAFPINGTR
and 6 embed
.
12 U
. .
. /2 th /8" hi_ .
. ..
I Ick stucco on 3 rib lath
attached to horizontal and vertical wood!., +
Fln. framing with malls or staples to. provide Z e.r O J- O 1, J. I n Oy r h a n g
Floor ' less tfian'1 3/4" penetration into
1 ..
ming an 4" pene c 1 = . 1' I'-0"
. .. : nto' vertical.u6od framing me bars tr. ..
. .
. - .. .
. .. ... :,
::
aUon S ale
: .
. .
... , .
Epoxy . . . .. t: oncrete F.00tirti I .
Con C 9 .
( AffB ) MIX .
Scale I.
. .
1' 011
g�ICd :Gr n.
.
. -. .
air
hIissed T1& Down R b .
. .
. . nts . . .. .
. I .
. .. Southeastern Metals 24 ga 5v Crimp Metal Roofing Installed
. per product .approval FL# 11115.1 over Pol glass self adhered
. .. 32" C
. roofln underla ment over 19/' y
. 9 y DX .plywood attache¢
to trusses er s eetln tt
. _ _ p�
_.____- �. ,_._ __�-_._ _..._.__._.____._. _.-.-.__._.__--:,T. _ _ __-.._.___�.__.Y_ _-___.___ . _ _._ __.. __.T.-�_-_____4 min.-oL-tcgnene_.LD_�.50....ep.cay_fDemJnsula.Lion._on_.____.-. .-..-'._- _._-_-___-_--___._-.__ __---_ _.__�._.-_.._____�.42.-r. h_._-.-._.g-..8ttAc- [5..e-rLL-dLagrAm---Qn_r_Wf _- .l n__.__..____._ ._ __
_ _. .-----_.-.-_- .__.. .-.-_ _.._._._. _ - - .. /8„ hl ,
bottom of :roof sheathing m compfiance with ICC ESR 1826
. dated Feb, .1. 2012. Instatl ,:DF 315:, Intumeacent coating I/2" thick stucco on 3 -nb lath
. er section 4.3:?;of ICC teat: noted above to comply 12 attached to horizontal and vertical wood
. '
m bar or at
nm Metal Roof[ Installed .' o lase thennlad3/4 enetr tionrntoe
Southeastern Metals-24.:9a 15'v C p g .. netrat
wh
...
it I5. In:. thermal tier. requirements
l F t 11175.1 Over . POIt� glass a:dhere.d'
f
5.
n
P
Pe. ,prOCIUCt `apprOVa.. �, 9 .. Simpson HETA 20 or equal nto verticalowood framngd'members e ion
roofrn underlaynient ;over f9/32 CDX p�gwood attached I2:,;; hurnaane anchor at eeafi traaa _ .
. g . witfi.110) lOd x_I I/2 .minis .
-
to trusses per sheeting attachment diagram. on roof plan pp
. SIT`- PRE-ENGINEERED TRUSSES (241 IOlbs.sa liftung Max .. st I Is p
. x . .
y a
,a t 24' o.c. TYPICAL ' (14)p pd MT
„ . ( shop drawings b manuf ctuner )
P
S 12 ra with
-
6. 11 IV l.Ia4. au.a aY ..a,I a b. IIUR."o aG1r1 Q11Q,. ",,,, .AG. u_. _
N N F
N 5
r. truss s corm ectl011. Stra s o- Ise n
to girder. . s, p t 40" unless otherwise noted ,
.
_ _ _
_. _._.--.___.
- -
- - - - y
.�71 R 7i it R 71 Ir R 7I 1 7I
_
IIIIIItif ,
.
ss Les f
placed prior.to gable tru installation : see foundation.' plan no or
I'' .11 II 11 11 11,11 11 li I I ll 11 I
iiii�1'01`
u..'.. :.. .....,.. .-: ..,. .., . .....
2 diagonal.1 : -�'.base,
5,
ba e
,., .: , .. .... ;,i _ . ;spacing at.' Openings:.` .. -
: .board
I II II II it . ll II II II IIII
Illl.
.x .ng
II II II II II 11 II 11 II II II
l
II.
. ... ............. Flash and counter -flash .;
Z x 4,: bloc:king..
... .... ..:.. ... ,. ..
'
board..
I :LI. •II II 11 . 11 11 II II II II II II
II
o111ii)
-
. . .... . . .. •
. T Ical flooring over 15/32" COX I wood screwed to
p
or thru 23/32" CDX plywood -floor.
II1
pl l l
. , . , . : .
trusses joists, sub
'.
i1 II FI
IIIIIIIIi
... : ... ..: : ;.
.. �, .:.... ". ". .:
1.Install I5/32 plywood with tt8 xs2.5 wood screws at 4 o.c.
Ib felt. Install 23/32 CDX
it II II 11 II
if 11 ii.n 11 II n II
olij
.
�-max. spacngg over:15 plywood
#e "x 2'.
LL,�,_,�LLV��
,m„LI:
-
_ .
screwed and glued to trusses or foists with screws
- -_ _ _ __ -,
fl
Beam B2 .
5/8" thick light textured
stucco on typical concrete
block construction
#5 bar vert. w/
-30" overlap .
at each filled cell .
-- Flash E counter flash
Provide Polyglass SBS taperd roof system
-- I stalled per methodW-
53 .of product approval
.FL t 1454.1
Strap rafters to beam using.
-Simpson MTS 12 strap with
(14) IOd x 1.5"
Gutter (not shown) .
/Detads by MFG
-2" x 8" fascia
I .
� Beam B2
.. .:. at t*t. O.C. max1. - I. i .
crew 'to plate -to blocking 5/8" drywall l
S P P 9 I Hang olsts on ledger LGI using Simpson
using 3/8' .x 5 lag .screws..
.. .. , . _ .. ... i I1. HUS 6 hanger at each joist.
I at 32" o.c max:.sp.acing. ,... .... . ... .. . .. _ _ .
. 4., T ..11 .
I_ .- ,. - -:- - : 2" thick stucco on 3/e" hi -rib lath
Simpson SP42orxequal at eachestud1. horizontald to
Window - see Tans and schedules at
_ I I I to la connec
P .. L T°p P i l framintacg with na is orst plesand vtotprov de ical d
I I
.
Plate Lion . j.
I 8 re. ast`hnteI ftllod with concrete and I'. norizonto less than I-3/4" penetration into
.I. .. penetration
. _ i I h a w framing and 3 4 pe
I/2" :Drywall. on ming/r of plan - j into vertical framingmembers
Filled with concrete andl. pp
8 recast lintel 2" x 4"' wood studs for s ze and location ,see
!'
p
(1) #5 bar cont. -, see framing/roof plan , : ... . I I I at 14" o.c. with R-II baits I r
fro o
for .sae and location::11 - IY2 dr wall over. I . x furrin .
O enm s "be and : .: IX y
I p. . 9 y strippe at 14 o,c. with R4.2 f foil . r t O enm
I ` (2> 2 x 8"' header . inaulatIo on typical ,8 .Block walls I i i. p g beyond
I/2" thick stucco on 3/8" hi=rib lath - I I1. - .. .
I A16 dr wall ;is .er FBC 102.3.1 and I I.
attached to horizontal. end vertical wood _ - _ -- 1J .... .. P . j.' j.
..
framing with nails or staples to provide . :l s .
n leas then I-3/4" penetration into shall meet .all pertanm A i code i I I: i
o p I I Type " - a t _ _ --- - - - - 1 1 ! I - - - ---- ....__- .
ramp and 3/4" penetration _ "_ ht r able handratL__-:_�.._P.__-,.____I-_..�_:.�__ � ___ __._ _- �_ - �. Protautde-Dure.D.di�ock, tst all wet-. - - +I-_ _ _-_: +-L_
honzontal wood framing p �..-_ I h--3L .. gh-9 �p -
---------- -- --'- areas.(ex. showers, tubs etc...) i. _ Info ver`ffeel-''wood framing members "'- com I in .with. FBC R311.1:8.:
.. 11 Py 9.
I I '. 11Ill r r i uw I:. .
.:..
-
rf 111. I
11 II II Ill II
II, 11 11
1 I
5/8" thick light textured .. . .: .. 4" concrete` slab with f,bermesh OR 11 I Ills n II 11 Ili I. 111110.,i r. .
stucco on t cal concrete I . I I : .. .:. " ul0/10 WWM on b mil Vis ueen over 11 I II II a it i1 I opliiihl I:' .
yP 4"xb q
block construction' I _ � clean. compacted termite':'treated fill III 11 II I'I II IIIIIIIII'� �,'
. I I I .. O: in n li II ollall i .i.
.
I 11 8" .. II L�LLy �LLI Ima.i ! .
. .. 11 .: ms. r- --:--4 -f-i I T_8
Provide #5 bar cE 1.moan
g _
,
.I 10:5" rrri
I
II_ - .�
IIL111IEHI11I-1� III Il-I
#B bars at, 8" o.c. each way max spacing =
.
1 111-11.11 TI LITI I-111 IT _I I=111 I=I1 �T f I-11-1 I I -III 1=1 I
1.L: l
. ..I -
,II _ _ -I.
.
IIII LI_1! IIII l lI-1I ► 1=1III-IIII=1-1kll=1�II-1IIl=1III=1111
.: _
- - -�:-- 1I1- -- --
LI11 II FI II I l I I -I Ill 11111� I I=1I 1-1 111=1 1=1
1 ;:: T -III III
-LLI ; :.I
-111 I-1 I I1 Il hI I-� F-16M I, I 1-I I I-1 I -I 1
. 12 II -1:�1 II, ,I -
Drivewag - details by others -� -I11I : 1:1 1-1 1111 1111 l l l I. .::- _111 }TI l l hl I 1:11 -11
_. ir11-l1_rl=lilt=lrl' � -165:'
..
II1 1111-1i}1
• ti1T Y R "RCI� SECTfO» 'E,4 'O 'CH S CTIO
F-16S
Scale : 1/2" = I'-O"
-c
fa
C
N
C
r�
r O
1.9LL
o .P
o
.
�,
., O
ZU
v
V
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..
c __.
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U U
+-'
W I �
to ° (� U Q
J (n
Mai° -A
t:...�" vacW
F 0 c 0. U W
r 1 kn
+yi ::, N N
MrA
pu, tixl rl NU"Z'
r- r- 4" In
In
o U. �
0 6
Cn
l4 .6 U
a
Un
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ti..% cv
I
n
li,014 W)
M M I0
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00 w C It a
U
z Q � 3
�-� 3
rL N
m
.JO
r C:
.� O
'Q N.e Ln ao ,a O
� NN UU
C: L o03M0 Q
03 UNN'#t
l.- ..
_ .
C-Ri
(O 0) N N W'
'II
L
VWr'r�`I-
�
to .n M
_
-C J vEE: ,xtq
L_ 1q- E U_
LL
W .,
L.
IQ
-0F'
IQ +'
I-
L N
in
Lu
Y
U
V
: [w,
LL
Sheet
W
D-1
Z
W
OF 8.
Comm It
u1
1�_169
IV
Copyright O
a
P
_
(y
a
nlsh tb match existing
i
Provide Simpson LSTA 18
I
•,
' -
r
r
O
I
I
I
4 I / 2
4 I/ 2
_
lat strap at each stud
P
—
w
I
x
Masonry
Inspection
L-` — — — — _ -
u`ai
.,
I
t Clean
Out Hole
x 4" P.T, bottom plate .
-
— — - �� �-
r2"
0.
Floor foists/trusses r
— — — — — —
-
floor, framing plan for size
11
m
and:" spacing
y T pical baseboard
30" ` min.'::-11
4
T"
, L-
90a bend .from footing
#9 diamond late
P z
I/2" drowall:on ..
2 x 4 studs at'14" o_cLU
U
3. x 3x 1/4 aluminum angles
.
2„ x 4" Blockin
mid span of "'st dgs
O
f4) I/2" stamlaas
steel bolts
I
I1
F
Strap studs to p� pte using ffimp1 on ..
/ "
SP4 strap with G) IOd x I I
N..
nails in each strap
2i, .x 4" PT wood: secured
'81=EV'A'rION
2„".x4; PT I�
-1`/2" n�
.;with
112d��x._._b__an�hDr—bolt_ aL LS___.Q�
znzkor boit'taot-3
�
l" embedment with s.r
min. 2" washer
overhead door track secured to wood
iamb per manufacturer acturer's product approval
F
=
:
T Ic l ba
yp a aehoard
4" conerete . slab with ,Obermeah OR
o
clean compac WWF1 on 'L mil Vlsqueen ver
I }
a r a D OOC' J a M b D a
3„ x: 3" .x I/4". aluminum angles'
c r III
lean compacted to mite treated f
9
e 1. l
PLAN
NTS
A/C Compressor Bracket Detall
....
A/C Compressor Bracket Plan 'yleui _
P
_ _
" SCALE l/2° r o
;— , :
ALL .GARAGE DOORS AS SPECIFIED IN PRODUCT
SCALE I/2,, ._ I'-0
_ _ � .'�
footingaee foundatrbn plan
for size and steel:req.
-
APPROVAL ON THESE PLANS. DOORS TO MEET
WIND PRESSURE STATED N PERMIT INFO BOX ON
.
T4
pIcal, In t�rlor B�aring Partition
THESE P LAN S
Scale.:. 1/2" = 1'-0"
Product Approval Submittal Affidavit
"
I .
F�Si�#�E�SQRAI AuHhlSl✓T
CO�GE��Ea..
NSf$ILfT(4FTH .: `. ..
�,C�GAOP�R�CQttD � � �
•
' y
ALL MIWUFA�7URE81118LE3SHOwIN(}
.. U FACTORS AND SYQC COMPLIANCE
WITHFBGtNEROYCODEMUST
REMAIN ON ALL DOORS AND WINDOWS :
UNnLINSPECTIONS ARE APPROVED
"' d y bottom
5✓8"' r wall on �bo
of stairs and on. bottom
e
of.. floor truss at powder .
Wi0" th I' x' P
" �
<r
O
Treads to be constructed
usln typical decking notes
g
On framing plan
Simpson HGAIO
connector
vector with (8)
"x wood r
4 3 _ o screws
with full threads
34" high graspable handrail
complying w 3
with FBC R31I t R 12
-r
.-\ .
Drywall wall
i+� High knee wall
40" H
hI x
" with G wood
Open
O e
o
r\ Z.
r
p
DEAD SPACE
Opening
Type
Opening
NOA/FL.
NUMBER
Schedule Swing Doors,
Product
Overhead Doors,
Model #'
8100-:$H
_
Impact'
#8940',
SGD
83OO- IU' ':
p_ �,
Impact :'
84�0
Impact.
p
FiberLast
French
FD-8150"
"
Sliding Doors,
Manufacturer
Windows. &'Skylights
Glass
::
Attachment method
TEST
Ex :iration
pp
Date:..:
Max um
Design Pressure `
of d Tests
Approve
Custom :lkJlndows
-
F/Wl.
.
114" dia. tapcons w/ min. 1 3/8" penetration to be
a aced. per product approval. Contractor shall adhere to
P P . P PP
min: edge, distances specified in Product approval
�,
+' 80.0 PSF
-
I,
FL# 16111.1 '
Single Hung
Custom' Windows
1,4 .n
, mom
T e "G5A'
yp
I!4'.' .dia:'Lapcons wY min. 13/4' '.penetration to be
:spaced per product approval. Contractor shall adhere to
'min. 2 V2° edge distances specified in Product,
# pe,F
- (e0'�
—
2.
FLU 14848.2
Sliding Glass
g
Door
Custom windows
7/I6ErIiER
i
l/4" ilia_: CpQcons w/ min: I/4" penetration to 6e
spaced per product approval. Contractor shall adhere to
min. edge distances specified in Product. approval -
; . .'..:.
+ 80.0 PSF
-
-
3.
FL# 13010A
Fixed' Glass
��
Custom windows
5/I6°
din. tapcons w/ min. 13/8" penetration to be
spaced per product approval. Contractor shall adhere to
min: edge: distances specified In Product approval
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-
4.
FL# 6890.1
Casement
_
Jeid Wen
311C dia. x Y Tapcons w/ min. 1 1/2"'penetration spaced
per product approval Contractor shall adhere to'edge
distances stated in a royal.
PP
}'.45.0 Fp$F .
_
5.
FLtt 14011.5
In -stain g
Impact
Custom windows
; :
Type "A"
I!4" ilia tapcons w/ min. 1' 3/4'" netratton to be
spaced per product approval: Con Factor shall adhere to
min. 2' "I edge distances apeclfie '.In' Product approval
+ �O.O PSF
-
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FL# 14850.1
French Door
Attachment Method
,_ :.,
TEST
Ex iration
pp
Date
Maximum
Design Pressure -
of Approved Tests
P p
Product
NOA/FL
NUMBER
Model #
Manuacturer '
Custom Windows.
Install ..per .fastener tgPe. and spacings shown in product: approval
g
aaherin strict) to all- edge distances and embedment de the
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W.
+ 58.O.:PSF
-
Mullions
FLU 9520:1 '.
3" mullion
Southeastern Metals 1
Southeastern .Metals_ 5:v Crimp Roofing installed per approval
over:F'olyglass peel_„and stick underlayment over 19/32" CDX
sheetin )mailed tc trusses per nailing pattern detail on roof pla
-'11.0 psf Field and
perimeter.
-.q3;5 psf corner
Roof
FL# IIIl5-I:.
5v .Crimp Metal
24 a.
g
FL I6 4
116.1 glass SS
Tapered Roof
Polyglass. USA.
Installed per product approval using'' system w-53 as shown on
sfieet 1-4-of 45 'in product approval,' over 19/32. CDX
sheeting mailed to trusses per nailing pattern .detail on roof pla
=85.0 ALL
ZONES;.
STUCCO
LOCK
ON. BLOCK
8Thick,fight textural stucco on. typical
Concrete. block: construction
Siding
Soffit
STUCCO
ON LATH
stucco --on 3/8" Hi -Rib lath attaehe,d. to
horizontal and ve "rtical woad framing with nails or: staples to
de .iio lass than 13 etration into horizontal
proy /4" pen
iuood, framing and 3/4" penetration: into verticalframing
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nave .reviewea Elie duuv'C atlu ur�.�.. �� ..., .:��.,. �:..�, __ ... --- ------ - 4------ -- ---- —
15
risers at 7
/IG" high
14
Treads at
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PANEL
Poles
BR
Load
Wire
-Descriptioni
circR
C10clii
Description.
wire
Load
Palo$
2
40.
�0 w
US
35 T A/ camp
1
1-2
AHU
#10
3.5 kw
BO
2:
4
:2
30
4.5 kW
#io
.40 gal. water lHTR
5
.6
Ran a
#4
12.0 kw
so
2
AC
1
2
1i5kw
#12
—9
--30--
--2
1.2 kw
912
'Clothes: Washer
12
1
2
.81 kw
M2
Csaraoe Doo
13
1.4
Dishwasher
#12
1.2 kw
20
1
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1. 7amper resistant AFCI receptactes to �.�e nstalled i.n' ALL 'rbams.::
Kit:hen, Bathrooms, and, Garage.
-te 21'
kA�k AAA ArA Q P`Ao�,2� ts��I,aig to
Q Al rote, d
9. ALL exterior outlets to be WP/GFCl :protected.
10. A/C Return. Air Balance, Must coltplg. w/ F.B.C- Mecha;hical 2010 e d, a in
current version of any supplements to the .20,10, ed.
A 11. A/C Refrigerant lines:,tfiat are, run >thru slabs, must t e s'tv e V*e In _PVC
mt Shall be 15, SEER
12. ALL A/C EquipmL
1:5. Provide. Disconnects at ALL appliances (Water h0aterrJ 'A/Cu rtlt 9,' a n.d.
ALL other equipment. as required :by N.E C
14. A/C Ducts tri Garage shall be metal or I" thickOf,
Class I duct or other approved material and shall..haveno openings, I* he garage, ni-ri g, into t,
15.. Smoke Alarms .:shall, be installed in, the following',
j a) In each sleeping room.
b) Outside each separate -sleeping area in ',the' 6, immediate. ;.vicinity of. t*he b oe d r'oo ms.
c) On each additional story of the, dwelling
ALL: Smoke+ Alarms shall be interconnected,' and. h0dwrOd Z.
-al
Electrical Sgmbol Le, (5 11'�d
-Single Pole Switch
Recessed . Can Light
Double Pole Switch
Eyeball Recessed Con ,Light
Sa
Dimmer1witch
1S
Exhaust.. ion
PB�
Push Button Switch
CeilingMounted Light
Duplex Outlet
0-
Wall mounted Light
6avalAeceptaclo
Light with Pull I Ch I am (attic)
watorprod, ground fault interruptai
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.Computer Connection JaCk
Floor. Duplex Outlet
Flood Light
Junction Box
—Thermostat
MO
Electrical Panel
Electrical motor
Contra] Vac,
Disc
A/C Disconnect
ssidZir Detector
X
Ceiling ran r
Television Jack
fY-
Telephone Jack
x 4 Flores c ; ek Light
0"M
1 x 4 Florescent Light
Int . orco . m I
speaker Hook-up
0
Coiling. . Mounted Light Dome �Stule
Fondant Light
-:
MotionDetector ( clout light
kD_J.Carbon
Mom oxide Doi*; tar
Riser Legend
Sanitarill line
ST-1 'u—
Bath Tub "P" trap
Vent Line
L'-
Shower "P" trap
r-vv-1
Lavatorg Trap
r
Washing Machine Drain
rV
Sink. trap
r U-1
Urinal
L--
I Water Closet
Water Fountain Drain
L—
Floor Drain
ar
Grinder Pump
Ir
Clean 'Out
2. vTm
2m Vent thru Roof
7 YTQ
2" Vent thru wall
2-
Pipe Diameter Designation (2" dia)
NOTES:
ALL sanitary pipe to be Schedule 40 PVC
Slope hall be no less than 1/8" per foot and no more than 1/1" per foot
nts
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