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Sou
th N
orfo
lk
His
toric
& A
rchi
tect
ural
Rev
iew
Boa
rd
June 17, 2021
Board of Historic and Architectural Review June 17, 2021
Planning Department Conference Room 306 Cedar Road
4:00 PM
A. Call To Order
B. Roll Call
C. Regular Agenda Items
1. 1446 Chesapeake AvenueNew home construction.
The City of Chesapeake will provide reasonable accommodations and services necessary for sensory-impaired and disabled persons by contacting Mr. Tim Winslow, Facilities Manager, Public Works at 382-6273 at least three-working days in advance and language assistance to individuals with limited English proficiency to the extent possible by contacting the Planning Department at 382-6176 at least 10 days in advance of this meeting. *While this is not a public hearing, the public and any one or several members of the Chesapeake City Council may choose to attend.
1446 Chesapeake Avenue
20'-1"2'-11"
4'-3"2'-11"
2'-1"2'-11"
10'-10"
23'-0"
50'-0"50'-0"
23'-0"
50'-0"
2'-10"1'-8"
18'-6"
32'-4"11'-0"6'-8"
(No bolts)
(No bolts)
FOU
ND
ATION
PLANSC
ALE: 1/4"=1'-0"
33
88
11
22 44
55
66
77
8"8"
(Outside w
allfoundation detail)
(No bolts)
(Coordinate thickened slab areaswith bearing walls and point loads)
23' Sono
Construction plans for:
1. CO
NC
RETE FO
OTIN
GS SH
ALL BEAR O
N U
ND
ISTUR
BED SO
IL OR
CO
NTR
OLLED
FILL CAPABLE O
F SUPPO
RTIN
G A D
ESIGN
ED SO
IL PRESSU
RE O
F A MIN
. OF 1500
PSF.
2. CO
NC
RETE FO
OTIN
G SH
ALL EXTEND
AT LEAST 12" INTO
UN
DISTU
RBED
SOIL
AND
FOO
TING
BOTTO
M SH
ALL BE A MIN
. 16" BELOW
FINISH
GR
ADE. SEE
ENG
INEER
ING
SITE PLAN FO
R FIN
ISH FLO
OR
GR
ADE ELEVATIO
N TO
DETER
MIN
EFO
OTIN
G D
EPTH.
3. ALL FOO
TING
ELEVATION
S ARE M
AXIMU
M AN
D SH
ALL BE LOW
ERED
ASN
ECESSAR
Y TO O
BTAIN TH
E DESIG
N BEAR
ING
PRESSU
RE O
R TO
MAIN
TAINAD
EQU
ATE CO
VER O
VER TH
E FOO
TING
S.
4. ANY EAR
TH FO
RM
ED FO
OTIN
GS SH
ALL CO
NFO
RM
TO TH
E SHAPE, LIN
ES AND
DIM
ENSIO
NS O
F FOO
TING
DETAILS AS IN
DIC
ATED O
N FO
UN
DATIO
N PLAN
.
5. CO
NC
RETE FO
OTIN
GS TH
AT WH
ERE D
UG
PRIO
R TO
FOU
ND
ATION
POU
RW
HIC
H C
ON
TAIN W
ATER SH
ALL HAVE ALL W
ATER R
EMO
VED FR
OM
FOO
TING
BEFOR
E MAKIN
G PO
UR
.
6. CO
NC
RETE FO
R FO
OTIN
GS AN
D SLAB AR
EAS SHALL O
BTAIN A M
INIM
UM
CO
MPR
ESSION
STREN
GTH
OF 3000 PSI AT 28 D
AYS.
7. ALL REIN
FOR
CIN
G STEEL SH
ALL BE IN AC
CO
RD
ANC
E WITH
ASTM STAN
DAR
DS
A-615 GR
ADE 60.
8. CO
NTR
OLLED
FILL UN
DER
SLABS AND
FOO
TING
S SHALL BE PLAC
ED IN
8"LO
OSE LIFTS AN
D C
OM
PACTED
TO A M
INIM
UM
OF 95%
OF TH
E MAXIM
UN
DR
YD
ENSITY IN
ACC
OR
DAN
CE ASTM
D-1557.
9. SUBC
ON
TRAC
TOR
S SHALL FIELD
CH
ECK AN
D VER
IFY DIM
ENSIO
NS BEFO
RE
CO
MM
ENC
EMEN
T OF AN
Y CO
NSTR
UC
TION
. ANY D
ISCR
EPANC
IES SHALL BE
BRO
UG
HT TO
THE ATTEN
TION
OF TH
E BUILD
ER.
10. ALL WO
OD
CO
MIN
G IN
DIR
ECT C
ON
TACT W
ITH M
ASON
RY SH
ALL BE SALTTR
EATED. ALL FASTEN
ERS IN
CO
NTAC
T WITH
TREATED
LUM
BER TO
BE HO
TD
IPPED G
ALVANIZED
OR
STAINLESS STEEL.
CO
DE
CO
MP
LIAN
CE
DA
TA
USE G
RO
UP: R
-5 CO
NST TYPE: 5B
BUILD
ING
CO
DE: IR
C 2015
1
Foundation Plan
DR
AWIN
G N
OTES
of 7
Sheet #
Date: 6-09-21
Revisions :
Model:
1. DO
TTED LIN
E IND
ICATES 20"x8" TH
ICK FO
OTIN
G.
2. LOC
ATION
OF 8"x16" C
MU
PERIM
ETER W
ALL SYSTEMW
ITH 8" SH
OE C
AP. SEE DETAILS (TYP.)
3. 4" THIC
K (3000 PSI) CO
NC
RETE FLO
OR
SYSTEM W
ITHFIBER
GLASS R
EINFO
RC
ING
OVER
6 MIL. PO
LY VAPOR
BARR
IER O
VER 4" O
F 95% C
OM
PACTED
SAND
FILL.
4. EMBED
MIN
1/2" DIA. AN
CH
OR
BOLTS M
IN. 7" IN
TOC
ON
CR
ETE OR
GR
OU
TED C
ELL AT 12" FRO
M EAC
H EN
D O
FTR
EATED PLATE AN
D 6'-0" O
.C. M
ASON
RY
SUBC
ON
TRAC
TOR
SHALL R
EVIEW PLAN
S AND
SECTIO
NS IN
ADD
ITION
TO FO
UN
DATIO
N D
RAW
ING
S AS TO D
ETERM
INE
LOC
ATION
OF D
OO
R AN
D W
IND
OW
OPEN
ING
AND
ANC
HO
RBO
LT REQ
UIR
EMEN
TS.
5. CO
NTR
ACTO
R SH
ALL PRO
VIDE C
OM
PACTED
SAND
FILLED PO
RC
HES W
ITH 4" C
MU
SUPPO
RT BLO
CK AT
PERIM
ETER O
F SLAB AREAS.
6. CO
NTR
ACTO
R SH
ALL VERIFY LO
CATIO
N O
F MEC
HAN
ICAL
EQU
IPMEN
T, WELL, PU
MP, ALL PLU
MBIN
G STU
B UPS AN
DFLO
OR
DR
AINS IN
SLAB PRIO
R TO
POU
RIN
G O
F CO
NC
RETE
SLAB SYSTEM AN
D STAR
T OF FR
AMIN
G.
7. PRO
VIDE R
10 x 24" PERIM
ETER IN
SULATIO
N AT EXTER
IOR
WALL LO
CATIO
NS TO
CO
MPLY W
ITH 2009 IR
C N
1102.
8. LOC
ATION
OF C
ON
CR
ETE PATIO.
GEN
ERAL FO
UN
DATIO
N N
OTES
Drawn by: D.C. Moore1936 General Booth BlvdVa Beach, VA 23454
PRO
JECT TYPE: R
esidential
*NO
TE: Refer to Sheets 5, 6, and 7 for
Specifications, Wall Sections and D
etails.
WH
3050 TEMP 4040 3050
2030305030503050
30502868
2868
2668
30503050
3068 w/ 12" TR
ANSO
M
206821068
21068
2668
2668 2668
UP
SD
CO
/SD
CO
/SD
4'-6"
19'-6"3'-7"
7'-0"8'-8"
3'-0"
3'-6"3'-10"
23'-0"15'-8"
7'-4"3'-8"
8'-8"3'-4"
1'-8"5'-8"
50'-0"16'-8" 13'-4" 7'-4" 12'-8"
3'-8" 13'-0" 4'-4" 9'-0" 3'-4" 4'-0" 9'-2" 3'-6"
50'-0"8'-0"8'-0"4'-0"13'-4"16'-8"
6'-10"6'-6"1'-6"
8'-0"7'-2" 4'-0"4'-0"
23'-0"4'-6"
7'-0"7'-0"
4'-6"
(WSP-48")
(WSP-48")
POR
CH
UTILITY
KITCH
EN
DIN
ING
(CS-W
SP-30")
MASTERBATH
FAMILY
PANTRY POWDER
MASTER
BEDR
OO
M #1
*Note:
1. 9' Ceilings on the first floor
8' on the second.
WALK IN
CLO
SET
(CS-W
SP-26")CLOSET
(BWL 1-m
in 11'-9" BWP)
(BWL A-min 6'-3" BWP)(Attic accessins & wrstp)
(CS-W
SP-48")
(BWL 2-m
in 6'-1" BWP)
(WSP-48")
(CS-W
SP-30")
(WSP-48")
SQU
ARE FO
OTAG
ES:First floor- 1150 S.F. Second floor- 966 S.F.Total living- 2116 S.F.C
overed porch- 138 S.F.
FIRST FLO
OR
PLANSC
ALE: 1/4"=1'-0"
(Raise header 12")
PATIO
(2-2 x 10 Porch headers)
(WSP-48")
(WSP-48")
(WSP-48")
(BWL B-min 6'-3" BWP)
DN
30503050
3050
2668
3050 3050 3050 3050
2668
26682668
4068 4068
30503050
4068
2068
4068
2068
CO
/SD
SD
SD
SD
2'-2"
6'-8"6'-8"
14'-7"
6'-7"8'-4"
5'-0"
4'-2"9'-0"
3'-7"6'-0"
10'-10"2'-4"
6'-8"
23'-0"11'-6"
11'-6"
47'-8"5'-8" 18'-5" 17'-11" 8'-0"
3'-8"2'-0"
6'-3" 12'-2"2'-4"
3'-8" 8'-3" 3'-8"
42'-0"17'-11"10'-9"13'-4"
3'-8"8'-3"3'-8"2'-4"
5'-0"
23'-0"4'-6"
7'-0"7'-0"
4'-6" (BWL 4-m
in 4'-6" BWP)M
ASTER BED
RO
OM
#2
(WSP-48")
BEDR
OO
M #4
CLO
SETC
LOSET
LINEN
BEDR
OO
M #3
(Pull down attic
access ins & wrstp) H
ALL
CLOSET CLOSET
MASTER
BATH #2
HALL
BATH
*Braced Wall N
ote:U
nless otherwise noted, all w
alls use CS-W
SP or WSP bracing m
ethod whereas
each wall w
ill be continuously sheathed with m
inimum
24" return wall panels at
each end or a 48" panel is provided within 10' of the corner. C
eilings are 9' firstfloor and 8' on the second. All G
ables are fully braced w/ W
SP. Minim
um bracing
shown to m
eet tabulated BWP lengths.
(BWL 3-m
in 4'-6" BWP)
(BWL C-min 2'-10" BWP)
(BWL D-min 2'-10" BWP)
(WSP-48")
(WSP-48")
(WSP-48")
(CS-W
SP-48")(C
S-WSP-48")
(WSP-48")
SECO
ND
FLOO
R PLAN
SCALE: 1/4"=1'-0"
(CS-WSP-48")
(6" Wall)
23' Sono
Construction plans for:
of 7
Sheet #
Date: 6-09-21
Revisions :
Model:
Drawn by: D.C. Moore1936 General Booth BlvdVa Beach, VA 23454Floor Plans
2
2015 IRC
Braced W
all Line lengths table
Job:D
ate:
Roof eave-to-ridge height
<==========
Wall height adjustment
(Ceiling height)
<==========
# of BWL (per plan direction)
<==========
Inclusion of 800-lb hold-downs
<==========
A7'
7'-10"0.94
9'0.95
21.00
--
6'-3"A
B7'
7'-10"0.94
9'0.95
21.00
--
6'-3"B
113.1'
7'-10"0.94
9'0.95
21.00
--
11'-9"1
26.8'
7'-10"0.88
9'0.95
21.00
--
6'-1"2
C3.5'
7'-10"0.88
8'0.90
21.00
--
2'-10"C
D3.5'
7'-10"0.88
8'0.90
21.00
--
2'-10"D
35.6'
7'-10"0.88
8'0.90
21.00
--
4'-6"3
45.6'
7'-10"0.88
8'0.90
21.00
--
4'-6"4
Sono 23'4/8/2021
BWL
Minimum Total Length of BWP (per table
R602.10.3(1)
Adjustm
ent Factors per table R602.10.3(2)
(All B
WL's use Exposure C
ategory B = A
dj Factor x1.0)(A
ll BW
L use Gypsum
board for interior finsh)
Adjusted TotalLength of BWP
BWL
Street Elevation
712
Rear Elevation
Right Side Elevation
Left Side Elevation
712
712
412
712
23' Sono
Construction plans for:3of 7
Sheet #
Date: 6-09-21
Revisions :
Model:
Drawn by: D.C. Moore1936 General Booth BlvdVa Beach, VA 23454Elevations
RO
OF VEN
TILATION
PLANSC
ALE: 1/8"=1'-0"
RO
OF FR
AMIN
G PLAN
SCALE: 1/4"=1'-0"
CEILIN
G JO
IST PLANSC
ALE: 1/4"=1'-0"
SYP #2 (2 x 8 @ 24" oc)
SYP #2 2 x 10 RIDGE
SYP #2 (2 x 8 @ 24" oc)
SYP #2 (2 x 8 @ 24" oc)
SYP #2 (2 x 8 @ 24" oc)
SYP #2 (2 x 10 @ 24" oc)
Double joists at this (span)
SYP #2 (2 x 6 @ 24" oc)
ATTIC VEN
TILATION
NO
TES:*Provide adequate cross ventilation per IR
C
code R806.2 for all concealed attic and rafter
spaces. Venting to consist of continuous vented soffit and 8" static roof vents.
TOTAL ATTIC
AREA 1288 square feet
MIN
IMU
M R
EQ. VEN
TILATION
--1 to 300with upper ventilation 4.3 square feet
Continuous soffit vents (62')
9 sq in NFVA per ft 3.9 sq ft (57%
)C
ontinuous ridge vents (24')18 sq in N
FVA per ft 3.0 sq ft (43%)
PRO
VIDED
VENTS 6.9 square feet
-SECO
ND
- FLOO
R FR
AMIN
G*Engineered Floor system
per plan by others.
RO
OF FR
AMIN
G N
OTES:
1. Simpson H
-5 rafter tie @ each rafter.
MAIN
RO
OF FR
AMIN
G:
Rafters and ceiling joists labeled per plan
Collar Ties- SYP #2 (2 x 4 @
48" oc)
FRAM
ING
AT FRO
NT &
REAR
LOW
ER R
OO
FS:R
afters- SYP #2 (2 x 6 @ 24" oc)
Ceiling Joists- SYP #2 (2 x 6 @
24" oc)
23' Sono
Construction plans for:4of 7
Sheet #
Date: 5-18-21
Revisions :
Model:
Drawn by: D.C. Moore1936 General Booth BlvdVa Beach, VA 23454
Roof + Floor Framing & Ventilation Plans
MIN
16" FRO
M H
IGH
ESTG
RAD
E TO TO
P OF SLAB
INTER
IOR
LOAD
BEARIN
G W
ALLSO
VER 8" TH
ICKEN
ED SLAB
INSTALL R
-19 INSU
LATION
AT FLOO
R SYSTEM
SBU
ILT OVER
UN
CO
ND
ITION
ED SPAC
E WH
ERE
CO
ND
ITION
EXISTS (FINISH
ED R
OG
)
*NO
TE TO FR
AMER
:IF AN
INTER
MED
IATE BR
ACED
WALL
IS REQ
UIR
ED, U
SE PARALLEL JO
ISTAB
OVE AN
D TH
ICK
EN SLAB
BELO
W.
R-15
"SIMPSO
N" R
AFTER TIE D
OW
N # H
A10
MIN
IMU
M O
NE LAYER
HO
USEW
RAP
OR
OTH
ER APPR
OVED
WATER
-R
ESISTANT BAR
RIER
APPLIED O
VERSH
EATHIN
G O
N ALL EXTER
IOR
WALLS
INSTALL D
RAFTSTO
PS AT AREAS
EXCEED
ING
1000 S.F. WH
ERE TH
ERE
IS LIVABLE SPACE ABO
VE AND
BELOW
. DIVID
E CO
NC
EALED SPAC
ESIN
TO EQ
UAL AR
EAS.*N
OTE TO
FRAM
ER:
WALL B
RAC
ING
TO C
OM
PLY WITH
IRC
SECTIO
N R
602.10. SEE FLOO
R PLAN
FOR
WALL B
RAC
ING
METH
OD
S.
OPTIO
NAL 6" W
RAPPED
FRIEZE
CO
NTIN
UO
US VEN
TED SO
FFIT(W
HER
E OVER
HAN
GS EXTEN
D
<5' INTO
SETBACKS-
UN
DER
SIDE TO
HAVE M
IN FIR
E R
ESISTANC
E RATIN
G O
F 1 HR
)
8" WR
APPED FASC
IA
4" CO
MP SAN
D FILL
PRO
VIDE C
ON
TINU
OU
S 8" x 18"3000 PSI C
ON
CR
ETE FOO
TING
SO
R PER
FOU
ND
ATION
PLAN
PRO
VIDE 8" C
MU
WALL SYSTEM
WITH
8" FHA C
AP BLOC
K WITH
1/2" ANC
HO
RBO
LTS EMBED
DED
7" AND
12" FRO
MEAC
H C
OR
NER
AND
6'-0" O.C
.
REAR
GAR
AGE W
ALL SECTIO
N (IF APPLIC
ABLE)EXT. G
ARAG
E WALL SEC
TION
FLOO
RSYSTEM
(PER PLAN
)
EXTERIO
R SH
EATHIN
G TO
OVER
LAP1ST AN
D 2N
D FLO
OR
FRAM
ING
SOLID
BLOC
KING
BETWEEN
TRU
SSESATTAC
HED
TO TO
P PLATES WITH
8d @ 6"
O.C
. ALON
G LEN
GTH
OF BR
ACED
WALL
PANEL W
HER
E DISTAN
CE FR
OM
THE TO
PO
F THE BR
ACED
WALL PAN
EL TO TH
ETO
P OF TH
E TRU
SSES IS 15.25" OR
LESS
VINYL SID
ING
MIN
0.044 GAU
GE C
OLO
RTO
BE SELECTED
BY THE O
WN
ER,
INSTALLATIO
N O
F CO
MPO
NEN
TS AND
SIDIN
G SH
ALL BE PERM
ANU
FACTU
RER
S SPECIFIC
ATION
.
PRO
VIDE 15# FELTS AN
D 235#
SHIN
GLES C
OLO
R AS SELEC
TEDBY TH
E OW
NER
.
R-15 W
ALL BATT INSU
LATION
PRO
VIDE 7/16" O
SB. WALL SH
EATHIN
GO
N 2x4 STU
DS SPAC
ED @
16" O.C
.
1/2" DR
YWALL SYSTEM
OVER
2x4/6STU
DS SPAC
ED @
16"/24" O.C
.
4" THIC
K 3000 PSI CO
NC
RETE FLO
OR
SYSTEM
WITH
6 x 6 WW
F OVER
6 MIL.
POLY VAPO
R BAR
RIER
OVER
4" OF
95% C
OM
PACTED
SAND
FILL
NOTE: FIRST FLOOR WALL HEIGHT IS 9'-0" ANDSECOND FLOOR WALL HEIGHT IS 8'-0"
VARIESPER SITE
5% G
RAD
E
TOP O
F DO
UBLE PLATE
TOP O
F SLAB
TOP O
F FOO
TING
BOTTO
M O
F FOO
TING
2x4/6 DO
UBLE TO
P PLATE
3/4" T&G SU
BFLOO
R
BASE MO
LDIN
G
TYPICAL SLAB W
ALL SECTIO
N
8"
7/16" OSB. R
OO
F SHEATH
ING
SECU
RED
TO TO
P OF
RAFTER
, SPACIN
G IN
EXCESS O
F 16" O.C
. SHALL
REQ
UIR
E TECO
CLIPS @
MID
SPAN.
R-15 R-15
PRO
VIDE AN
D EM
BED (M
IN 7")
1/2" ANC
HO
R BO
LTS 12" FRO
MEAC
H C
OR
NER
AND
6'-0" O.C
.
R10 x 24" IN
SULATIO
NAT EXTER
IOR
WALLS
4" THIC
K 3000 PSI CO
NC
RETE FLO
OR
SYSTEMW
ITH 6 x 6 W
WF O
VER 6 M
IL. POLY VAPO
RBAR
RIER
OVER
4" OF 95%
CO
MPAC
TED SAN
D FILL
4" CO
MP SAN
D FILL
PRO
VIDE 8" C
MU
WALL SYSTEM
WITH
8" FHA C
AP BLOC
K WITH
1/2" ANC
HO
RBO
LTS EMBED
DED
7" AND
12" FRO
MEAC
H C
OR
NER
AND
6'-0" O.C
.
CO
NT. 2 x 8 P.T. PLATE
PRO
VIDE 8" C
MU
PERIM
ETER W
ALL SYSTEM
WITH
8" SOLID
SHO
E BLOC
K
5% G
RAD
E
PRO
VIDE C
ON
TINU
OU
S 8" x 18"3000 PSI C
ON
CR
ETE FOO
TING
SO
R PER
FOU
ND
ATION
PLAN
RO
OF TR
USSES @
24" O.C
. PER PLAN
OR
FRAM
E PERR
OO
F FRAM
ING
PLAN
WH
ERE AR
EAS CAN
BE BLOW
N,
PRO
VIDE R
-38 BLOW
N IN
SULATIO
N.
*NO
TE TO M
ASON
:SEE SITE PLAN
FOR
FINISH
FLOO
R ELEVATIO
NS
16d NAIL @
12" O.C
.
OU
TSIDE C
OR
NER
DETAIL
INSID
E CO
RN
ER D
ETAIL
BRAC
ED W
ALL LINE W
ITHC
ON
TINU
OU
S SHEATH
ING
16d NAIL @
12" O.C
.
NO
SCALE
CO
RN
ER FR
AMIN
G D
ETAILS
GYPSU
M W
ALL BOAR
D AS R
EQ'D
& INSTALLED
IN AC
CO
RD
ANC
EW
/ CH
APTER 7 O
F 2015 IRC
MIN
24" WO
OD
STRU
CT
PANEL SH
EATHIN
G
8d NAIL @
6" O.C
. ON
ALL FR
AMIN
G M
EMBER
S AT PAN
EL EDG
ES AND
12" O.C
. O
N ALL FR
AMIN
G M
EMBER
SN
OT AT PAN
EL EDG
ES
8d NAIL @
6" O.C
. ON
ALL FR
AMIN
G M
EMBER
S AT PAN
EL EDG
ES AND
12" O.C
. O
N ALL FR
AMIN
G M
EMBER
SN
OT AT PAN
EL EDG
ESM
IN 24" W
OO
D STR
UC
TPAN
EL SHEATH
ING
USE TH
REE STU
D C
OR
NER
STO
AVOID
ENC
LOSED
CAVITIES
BRAC
ED W
ALL LINE W
ITHC
ON
TINU
OU
S SHEATH
ING
99
88
7766
55
4433
22
11
1212
1010
STAIR SEC
TION
FOR
9'-0" CEILIN
G SYSTEM
S.
9'-0" CLG
.
TOP O
F 3/4" T&G FLO
OR
ING
/ SLAB1st FLO
OR
TOP O
F 3/4" T&G. FLO
OR
ING
2nd FLOO
R
LAND
ING
SEEFLO
OR
PLAN9'-0" C
LG.
14 TREAD
S @ 9.5" EAC
H= 11'-1"
15 RISERS @ 8 9/64" EACH= 10'-2"
6'-8" MINIMUM CLEARENCE
(MAX RISE 8-1/4")
(MIN
RU
N 9")
1313
1111
STAIR SEC
TION
NO
TES:
1. SECO
ND
FLOO
R SYSTEM
CO
NSISTIN
G O
F 2 x 12 JOISTS
PER PLAN
.
2. NEW
EL OR
STARTIN
G PO
ST SECU
RED
TO FIR
ST RISER
AND
/OR
TREAD
AS REQ
UIR
ED TO
OBTAIN
SECU
RE
INSTALLATIO
N D
EPEND
ING
ON
LAYOU
T OF STAIR
SYSTEMAN
D U
NIT D
ESIGN
, SEE PLAN.
3. PICKETS SH
ALL BE PAINTED
WO
OD
OR
AS SELECTED
BYTH
E BUILD
ER, 2 PER
TREAD
, SPACED
SO TH
AT A 4" SPHER
EC
OU
LD N
OT PASS TH
RO
UG
H.
4. HAN
DR
AIL SHALL BE O
AK OR
FINISH
HEM
LOC
K, STAINC
OLO
R AS SELEC
TED BY TH
E OW
NER
. HEIG
HT TO
BEBETW
EEN 34" AN
D 38" H
IGH
.
5. PRO
VIDE W
OO
D R
OSETTE AT H
AND
RAIL W
HER
E IT DIES
INTO
END
WALL.
6. PRO
VIDE 2x12 STAIR
STRIN
GER
S (3 MIN
. REQ
UIR
ED AT
STAIR R
UN
.)
7. PRO
VIDE 2x4 M
ID W
ALL SUPPO
RT BELO
W STAIR
AND
INC
LOSET D
EPEND
ING
ON
CLO
SET LAYOU
T, SEE PLAN.
8. 2x4 FRAM
ED KN
EEWALL AT 4-1/2" ABO
VE TREAD
NO
SING
TO R
ECEIVE PIC
KETS AND
TO R
UN
2" IN FR
ON
T OF BO
TTOM
RISER
WITH
1x8 CAP.
9. PRO
VIDE 5/4" TR
EADS AN
D 3/4" R
ISERS AT STEPS,
CO
NSU
LT AWA'S FO
R FIN
ISH O
N STEPS. (PAIN
TED/
CAR
PETED/W
OO
D STAIN
ED)
10. PRO
VIDE 1x8 SKIR
T BOAR
D AT W
ALL.
11. SUPPO
RT W
ALL OR
HEAD
ER D
EPEND
ING
ON
STAIRD
ESIGN
CO
NSU
LT PLAN.
12. PRO
VIDE N
OSIN
G M
IN 3/4" M
AX 1-1/4" AT EACH
TREAD
.
13. SOM
E STAIR SYSTEM
S MAY H
AVE INTER
MED
IATELAN
DIN
G, C
ON
SULT FLO
OR
PLAN FO
R TYPE AN
D LO
CATIO
N.
TREAD
AND
RISER
S SHALL STILL BE AS IN
DIC
ATED O
NSEC
TION
.
"J" CH
ANN
EL
NO
SCALE
RO
OF IN
TERSEC
TING
WALL
WALL IN
TERSEC
TING
RO
OF
DR
IP CAP O
VER O
PENIN
GS
ALUM
INU
M D
RIP C
AP UN
DER
SIDIN
G O
VER BR
ICK M
OLD
ING
VINYL SID
ING
2x4 WALL
2x RAFTER
OR
TRU
SS PER PLAN
SHEATH
ING
ASPHALT SH
ING
LES
ALUM
INU
M STEP FLASH
ING
UN
DER
SIDIN
G AN
D O
VER EAC
H SH
ING
LE
VINYL SID
ING
2x RAFTER
OR
TRU
SS PER PLAN
FELT AND
SHEATH
ING
ASPHALT SH
ING
LES
ALUM
INU
M FLASH
ING
UN
DER
SIDIN
G O
VER SH
ING
LES
VINYL SID
ING
2x4 WALL ABO
VE
FLASHIN
G D
ETAILS
ALL SECTIO
NS SC
ALE: 1" = 1'-0"
2-2X10 POR
CH
BEAM
(OR
PER PLAN
)
PRO
VIDE C
ON
TINU
OU
S8"x20" 3000 PSI C
ON
CFO
OTIN
GS
PRO
VIDE 8" C
MU
/BR
ICK W
ALL SYSTEMW
ITH C
MU
SUPPO
RT
BLOC
K AT HO
USE SID
E
4" CO
MP SAN
D FILL
4X4 OR
6X6 PT PINE
OPTIO
NAL PVC
WR
AP
3000 PSI CO
NC
POR
CH
SLAB
OVER
HAN
G SPEC
S TOM
ATCH
HO
USE
SIMPSO
N BC
4/6O
R SIM
ILAR
RO
OF TR
USSES PER
PLAN O
R STIC
K FRAM
EPER
RO
OF FR
AMIN
GPLAN
AND
SECU
RED
TOBEAM
W/ C
LIPS.
POR
CH
SECTIO
N / C
OLU
MN
CO
NN
ECTIO
N D
ETAILS
SIMPSO
N ABA44/66
SECU
RED
PERM
FGR
SPECS
5
Sections & Details (Slab)of 7
Sheet #
Revisions :5-18-21
4.05 LINTELS-
SUPPO
RTIN
G M
ASON
RY VEN
EER SH
ALL BE GALVAN
IZED O
R C
OATED
WITH
A RU
ST INH
IBITIVEPR
IMER
AND
SIZED FO
R W
ALL OPEN
ING
S SHALL BE AS FO
LLOW
S: N
O STO
RY ABO
VE ON
E STOR
Y ABOVE
3 x 3 x 1/4 -- TO 6' LEN
GTH
3 x 3 x 1/4 -- TO 4'-6" LEN
GTH
4 x 3 x 1/4 -- TO 8' LEN
GTH
4 x 3 x 1/4 -- TO 6' LEN
GTH
5 x 3-1/2 x 5/16 -- TO 10' LEN
GTH
5 x 3-1/2 x 5/16 -- TO 8' LEN
GTH
6 x 3-1/2 x 5/16 -- TO 14' LEN
GTH
6 x 3-1/2 x 5/16 -- TO 9'-6" LEN
GTH
2-6 x 3-1/2 x 5/16 -- TO 20' LEN
GTH
2-6 x 3-1/2 x 5/16 -- TO 12' LEN
GTH
4.06 MASO
NR
Y VENEER
CO
NSTR
UC
TION
- C
ON
TRAC
TOR
MAY C
HO
OSE TO
INSTALL BR
ICK VEN
EER W
ITH G
ALV. MASO
NR
Y WALL TIES
SPACED
AT 24" O.C
. HO
RIZO
NTALLY AN
D 24" O
.C. VER
TICALLY.
IT SHALL BE TH
E RESPO
NSIBILITY O
F THE M
ASON
RY C
ON
TRAC
TOR
TO ASSU
RE TH
E PRO
PERIN
STALLATION
OF ALL FO
UN
DATIO
N VEN
TS AND
ACC
ESS DO
OR
S AND
TO PR
OVID
E FINAL C
LEANIN
GO
F BRIC
K VENEER
.
5.0 METALS
5.01 FOU
ND
ATION
ANC
HO
R BO
LTS OR
APPRO
VED G
ALVANIZED
TIE DO
WN
S SHALL BE PR
OVID
ED AT
MAXIM
UM
6'-O" O
.C. IN
TERVALS AN
D PLAC
ED 12" FR
OM
THE EN
D O
F EACH
SECTIO
N W
ITH M
INIM
UM
TWO
ANC
HO
R BO
LTS PER SEC
TION
OF W
ALL GR
EATER TH
AN 24". AN
CH
OR
BOLT SH
ALL BE MIN
IMU
M1/2" D
IAMETER
AND
SHALL BE EM
BEDD
ED IN
FOU
ND
ATION
IN D
EPTH M
INIM
UM
7" OF PO
UR
ED IN
PLACE C
ON
CR
ETE OR
GR
OU
TED IN
MASO
NR
Y UN
IT. ANC
HO
R BO
LT CAN
BE SUBSTITU
TED W
ITHM
ETAL STRAP PER
MAN
UFAC
TUR
ERS SPEC
IFICATIO
NS. ALL BEAR
ING
PLATES SHALL BEAR
ON
MIN
IMU
M 8" D
EEP SOLID
MASO
NR
Y.
5.02 STEEL-A) ALL M
ETAL ANC
HO
RS, FASTEN
ERS, JO
IST HAN
GER
S, ETC. TO
BE GALVAN
IZED STEEL W
HER
EEXPO
SED TO
WEATH
ER O
R IN
CO
NTAC
T WITH
TREATED
LUM
BER.
B) ALL STRU
CTU
RAL STEEL TO
CO
NFO
RM
TO ASTM
-36. PIPE TO BE A53. TU
BE TO BE A500 O
R A501.
DETAILIN
G TO
BE IN AC
CO
RD
ANC
E WITH
AICS STR
UC
TUR
AL STEEL DETAILIN
G M
ANU
AL. C
ON
NEC
TION
S SHALL BE C
APABLE OF SU
PPOR
TING
ALLOW
ABLE UN
IFOR
M LO
AD STR
ESS OF 24 KSI.
BOLTED
FIELD C
ON
NEC
TION
SHALL BE 3/4" D
IAMETER
HIG
H STR
ENG
TH BO
LTS MEETIN
GS ASTM
SPEC. A-325. BO
LTED JO
INTS TO
BE BEARIN
G TYPE U
SING
THE TU
RN
-OF-TH
E-NU
T METH
OD
OF
TIGH
TENIN
G. EXC
EPT ADD
HAR
DEN
ED W
ASHER
UN
DER
TUR
NED
ELEMEN
T.
5.03 NAILIN
G SC
HED
ULE-
AS PER IR
C AN
D O
THER
APPLICABLE BU
ILDIN
G C
OD
ES, OR
MAN
UFAC
TUR
ERS R
ECO
MM
END
EDSTAN
DAR
DS, BU
T NO
T LESS THAN
THAT R
EQU
IRED
BY CO
DE.
5.04 PRO
VIDE BASE PLATE FO
R ALL STR
UC
TUR
AL STEEL BEAMS BEAR
ING
ON
MASO
NR
Y.
2.04 INSPEC
TION
S- FO
OTIN
G EXC
AVATION
S SHALL BE IN
SPECTED
BY THE BU
ILDIN
G O
FFICIAL PR
IOR
TO TH
EPLAC
ING
OF AN
Y CO
NC
RETE. TH
E BUILD
ING
OFFIC
IAL SHALL BE G
IVEN N
OTIC
E FOR
THIS
INSPEC
TION
.
3.0 CO
NC
RETE-
SHALL R
EACH
MIN
IMU
M C
OM
PRESSIVE STR
ENG
TH O
F (Fc) (SEE TABLE BELOW
). ALLC
ON
CR
ETE TO BE IN
ACC
OR
DAN
CE W
ITH AC
I 301 SPECIFIC
ATION
. CO
NC
RETE EXPO
SED TO
WEATH
ER TO
BE AIR EN
TRAIN
ED.
3.01 REIN
FOR
CIN
G R
OD
S- (IF REQ
UIR
ED)
SHALL C
ON
FOR
M TO
ASTM A-615 G
RAD
E 60 WW
F SHALL C
ON
FOR
M TO
ASTM A-185, M
ESH 6X6,
WI.4X W
1.4 PRO
VIDE R
EINFO
RC
ING
IN FO
OTIN
GS AS IN
DIC
ATED O
N D
RAW
ING
S. PLACIN
G PLAN
SAN
D SH
OP FABR
ICATIO
N D
ETAILS SHALL BE IN
ACC
OR
DAN
CE W
ITH "TH
E MAN
UAL O
F STAND
ARD
PRAC
TICE FO
R D
ETAILING
REIN
FOR
CED
CO
NC
RETE STR
UC
TUR
ES". FUR
NISH
SUPPO
RT BAR
S AND
ALL REQ
UIR
ED AC
CESSO
RIES IN
ACC
OR
DAN
CE W
ITH C
.R.S.I. STAN
DAR
DS.
ALL REIN
FOR
CIN
G STEEL M
ARKED
"CO
NTIN
UO
US" SH
ALL BE LAPPED 36 BAR
DIAM
ETERS AT
SPLICES AN
D AR
OU
ND
CO
RN
ER O
R IN
TERSEC
TION
WITH
A STAND
ARD
90 DEG
REE BEN
D O
NC
OR
NER
BARS. LAP W
ELDED
WIR
E MESH
ON
E FULL M
ESH AT SID
E AND
END
LAPS.
3.02 SLABS ON
GR
ADE-
4" THIC
K WITH
FIBER-M
ESH FIBER
S IN SLAB O
R W
WF, SLABS PO
UR
ED O
N 6 M
IL POLY. FILM
VAPOR
BARR
IER O
N M
INIM
UM
4" SAND
FILL, OVER
LAP JOIN
TS OF BAR
RIER
12" SEAL OR
TAPEPEN
ETRATIO
NS BY PLU
MBIN
G AN
D AVO
ID PU
NC
TUR
ING
OF FILM
. SEAL EDG
ES TO FO
UN
DATIO
NW
ALLS. AR
EAS OF C
ON
CR
ETE SLAB SHALL BE D
EPRESSED
THIC
KENED
SLAB SYSTEMS TO
REC
EIVEBEAR
ING
WALLS, SEE W
OR
KING
DR
AWIN
G D
ETAILS. SLAB IN
SULATIO
N SH
ALL BE R-10 (2") FO
AM TYPE EXTEN
DED
INTO
LIVING
AREA M
INIM
UM
2’-0"TH
E ENTIR
E PERIM
ETER O
F FLOO
R SLAB SYSTEM
. SEE DETAILS.
4.0 MASO
NR
Y
4.01 CO
NC
RETE M
ASON
RY U
NITS (C
MU
)- TO
BE ASTM C
- 90 GR
ADE A FO
R LO
AD BEAR
ING
MASO
NR
Y. SOLID
BLOC
K ASTM C
- 145 GR
ADE B.
MIN
IMU
M N
ET CO
MPR
ESSIVE STREN
GTH
2,000 PSI.
4.02 MO
RTAR
TYPE- TO
BE ASTM C
-270 TYPE CO
MPR
ESSIVE STREN
GTH
2,000 PSI.
4.03 MASO
NR
Y REIN
FOR
CEM
ENTS
A. HO
RIZO
NTAL R
EINFO
RC
EMEN
TS- DU
RAW
IRE AT 16" O
.C. VER
TICALLY (N
O R
EINFO
RC
ING
REQ
UIR
ED O
N W
ALLS LESS THAN
4 CO
UR
SES HIG
H).
4.04 SOLID
MASO
NR
Y- PR
OVID
E MIN
IMU
M 8" D
EEP BELOW
ALL CO
NC
ENTR
ATED LO
ADIN
G C
ON
DITIO
NS.
TOP C
OU
RSES O
F BLOC
K FOU
ND
ATION
WALLS SH
ALL BE FILLED O
R SO
LID IN
CLU
DIN
G TH
EC
OU
RSES U
ND
ER AN
Y STEEL BEAM W
HER
E APPLICABLE.
6.0 WO
OD
6.01 SILL PLATE- PLATE TR
EATED TO
MEET AM
ERIC
AN W
OO
D PR
ESERVES IN
STITUTE STAN
DAR
D LP-2 O
R LP-4
WH
ERE IN
DIC
ATED O
N PLAN
S.
6.02 ALL EXPOSED
EXTERIO
R LU
MBER
- OR
LUM
BER IN
CO
NTAC
T WITH
MASO
NR
Y OR
CO
NC
RETE
SHALL BE PR
ESSUR
E PRESER
VATIVE TREATED
IN AC
CO
RD
ANC
E WITH
IND
USTR
Y STAND
ARD
S.FASTEN
ERS FO
R ALL PR
WO
OD
SHALL BE H
OT D
IPPED-G
ALVANIZED
STEEL, STAINLESS STEEL,
SILICO
N BR
ON
ZE OR
CO
PPER.
6.03 MAXIM
UM
MO
ISTUR
E CO
NTEN
T- OF ALL LU
MBER
SHALL BE 19%
. LUM
BER M
AY BE KILN D
RIED
BUT D
RYIN
G PR
OC
ESS MU
ST BE REG
ULATED
TO C
AUSE A M
INIM
UM
AMO
UN
T OF C
HEC
KING
AND
KILN D
RIED
LUM
BER SH
ALL BE CO
MPAR
ABLE TO AIR
DR
IED STO
CK.
6.04 STREN
GTH
OF FR
AMIN
G M
ATERIALS-
A. ALL FRAM
ING
LUM
BER SH
ALL BE MIN
SPF GR
ADE
2 OR
BETTER AS LABELED
B. ALL STRU
CTU
RAL PO
STS SHALL BE SO
UTH
ERN
YELLOW
PINE, G
RAD
E2 O
R BETTER
C. PLYW
OO
D LAM
INATED
(MIC
RO
LAM) BEAM
S SHALL BE M
ANU
FACTU
RED
AND
IDEN
TIFIED AS
REQ
UIR
ED IN
AITC A190.1 AN
D ASTM
D 3737 PER
IRC
2015 SECTIO
N R
502.
D. PR
EFABRIC
ATED W
OO
D I-JO
ISTS STRU
CTU
RAL C
APACITIES AN
D D
ESIGN
PRO
VISION
S SHALL
BE ESTABLISHED
AND
MO
NITO
RED
IN AC
CO
RD
ANC
E WITH
ASTM D
5055 PER IR
C 2015 SEC
TION
R502.
E. CU
TTING
AND
NO
TCH
ING
OF FLO
OR
JOISTS IS PR
OH
IBITED EXC
EPT WH
ERE PER
MITTED
BYTH
E MAN
UFAC
TUR
ER'S R
ECO
MM
END
ATION
S OR
WH
ERE TH
E EFFECTS O
F SUC
H ALTER
ATION
S ARE
SPECIFIC
ALLY CO
NSID
ERED
IN TH
E DESIG
N O
F THE M
EMBER
BY A REG
ISTERED
DESIG
NPR
OFESSIO
NAL.
F. STRESS G
RAD
E LUM
BER SH
ALL BE CLEAR
LY STAMPED
WITH
THE LU
MBER
INSPEC
TION
ASSOC
IATION
SEAL SHO
WIN
G TH
E STRESS G
RAD
E. ALL FABRIC
ATION
, EREC
TION
AND
OTH
ERPR
OC
EDU
RES SH
ALL CO
NFO
RM
TO TH
E CU
RR
ENT "N
ATION
AL DESIG
N SPEC
IFICATIO
N FO
R STR
ESSG
RAD
E LUM
BER AN
D ITS FASTEN
ING
S."
G. PR
EFABRIC
ATED TIM
BER SH
ALL BE INSTALLED
AND
BRAC
ED PER
MAN
UFAC
TUR
ES'R
ECO
MM
END
ATION
. TIMBER
MEM
BER SH
ALL NO
T BE CU
T OR
DR
ILLED U
NLESS SO
AUTH
OR
IZED BY
THE M
ANU
FACTU
RER
.
H. W
HER
E DO
UBLE M
EMBER
S ARE IN
DIC
ATED O
N TH
E DR
AWIN
GS, M
ECH
ANIC
ALLY FASTENBO
TH M
EMBER
S IN A M
ANN
ER SU
CH
THAT M
EMBER
S SHAR
E THE SU
PERIM
POSED
LOAD
S, IN
CLU
DIN
G LO
ADS FR
OM
HEAD
ERS.
6.05 WO
OD
FLOO
R TR
USSES (IF APPLIC
ABLE)- SH
ALL BE DESIG
NED
AND
FABRIC
ATED BY TH
E TRU
SS MAN
UFAC
TUR
ER AN
D SH
ALL CO
MPLY
WITH
NATIO
NAL D
ESIGN
SPECIFIC
ATION
FOR
STRESS G
RAD
E LUM
BER AN
D ITS FASTEN
ING
S.SU
BMIT SH
OP D
RAW
ING
S AND
CALC
ULATIO
NS TO
THE JU
RISD
ICTIO
NAL PLAN
REVIEW
ER AS
REQ
UIR
ED BY G
OVER
NM
ENT AU
THO
RITY.
THE D
ESIGN
AND
DETAIL O
F ALL TRU
SSES SHALL M
EET THE R
EQU
IREM
ENTS O
F FHA G
4541.1D
ESIGN
CR
ITERIA FO
R TR
USSED
RAFTER
S, THE "N
ATION
AL SPECIFIC
ATION
FOR
STRESS G
RAD
ELU
MBER
AND
ITS FASTENIN
GS", AN
D ALL APPLIC
ABLE BUILD
ING
CO
DES.
6.06 WO
OD
STUD
S- AT BEAR
ING
WALL TO
BE 2X4'S AT 16" O.C
. EXCEPT AT G
RAD
E FLOO
R BEAR
ING
WALL O
FBU
ILDIN
GS M
OR
E THAN
TWO
STOR
IES HIG
H SH
ALL BE 2X4'S AT 12" O.C
. WH
ERE H
EIGH
T OF STU
DW
ALL EXCEED
S 10' -0" PRO
VIDE 2X6'S AT 16" O
.C. SEE PLAN
S FOR
STUD
SIZES AND
SPACIN
G AT
WALLS -TYPIC
AL. ALL BEARIN
G PAR
TITION
S TO BE BR
ACED
MID
WAY BETW
EEN ALL STO
RIES. W
ALLSTU
DS TO
BE SPF STUD
GR
ADE O
R BETTER
. HO
LES BOR
ED IN
BEARIN
G W
ALLS STUD
S SHALL N
OT
EXCEED
1/3 OF STU
D W
IDTH
.
WH
EREVER
HEIG
HT O
F STUD
WALL EXC
EEDS 10'-0" IN
ADD
ITION
TO PR
OVID
ING
2X6'S AT 16"O
.C., STU
DS SH
ALL EXTEND
CO
NTIN
UO
USLY, IN
ON
E PIECE, TO
FULL H
EIGH
T OF TH
E WALL, U
NLESS
NO
TED O
THER
WISE.
1.09 M
ECH
ANIC
AL UN
ITS AND
ANY O
THER
EQU
IPMEN
T WITH
WEIG
HTS SH
OW
N IN
PLAN AN
DSU
PPOR
TED BY TH
E STRU
CTU
RE W
ERE C
ON
SIDER
ED IN
THE D
ESIGN
OF TH
E STRU
CTU
RE.
ANY AD
DITIO
NAL EQ
UIPM
ENT N
OT SH
OW
N O
N STR
UC
TUR
AL DR
AWIN
GS AN
D H
AVING
AW
EIGH
T IN EXC
ESS OF 400 PO
UN
DS SH
ALL BE BRO
UG
HT TO
THE SU
PT'S ATTENTIO
NPR
IOR
TO IN
STALLATION
.
1.10 TH
E BASIC STABILITY O
F THE STR
UC
TUR
E IS DEPEN
DEN
T UPO
N TH
E DIAPH
RAG
MAC
TION
OF FLO
OR
S, WALLS & R
OO
F ACTIN
G TO
GETH
ER. C
ON
TRAC
TOR
TO PR
OVID
E ALLG
UYS, BR
ACES, STR
UTS, ETC
. AS REQ
UIR
ED TO
ACC
OM
MO
DATE ALL LIVE, D
EAD AN
D W
IND
LOAD
S UN
TIL ALL FINAL C
ON
NEC
TION
S BETWEEN
THESE ELEM
ENTS AR
E MAD
E.
1.11 PR
OD
UC
T LITERATU
RE AN
D M
ANU
FACTU
RER
'S REC
OM
MEN
DATIO
NS C
OM
PLY WITH
THE M
ANU
FACTU
RER
S OR
FABRIC
ATOR
S INSTR
UC
TION
S OR
REC
OM
MEN
DATIO
NS FO
RTH
E PREPAR
ATION
OF SU
BSTRATES AN
D IN
STALLATION
AND
USE O
F MATER
IAL.
1.12 TREATM
ENT FO
R TER
MITE C
ON
TRO
L E.P.A. APPR
OVED
TERM
ITE INTER
CEPTIO
N TO
2' BEYON
D PER
IMETER
LINE O
FSTR
UC
TUR
E.
1.13 FIRE R
ATED ASSEM
BLIES IT IS TH
E RESPO
NSIBILITY O
F THE G
ENER
AL CO
NTR
ACTO
R AN
D TH
EIRSU
BCO
NTR
ACTO
RS TO
VERIFY AN
D C
ON
STRU
CT ALL R
ATED ASSEM
BLIES TO C
OM
PLYEXAC
TLY WITH
THE R
EQU
IREM
ENTS O
F THE TEST R
EPOR
TS LISTED. TH
E BUILD
ER SH
ALLBE N
OTIFIED
PRO
MPTLY O
F ANY C
HAN
GE IN
MATER
IALS. ALL FIRE R
ATED ASSEM
BLIES ARE
CO
NTIN
UO
US U
NLESS O
THER
WISE N
OTED
. ASSEMBLY M
ATERIALS SH
ALL TAKEPR
ECED
ENC
E OVER
MATER
IALS SPECIFIED
IN TH
ESE DR
AWIN
GS.
1.14 M
ECH
ANIC
AL/PLUM
BING
/ELECTR
ICAL C
ON
TRAC
TOR
S SHALL BE R
EQU
IRED
TO SEAL ALL
HO
RIZO
NTAL AN
D VER
TICAL PEN
ETRATIO
NS IN
THE EXTER
IOR
WALL C
AUSED
BY THEIR
TRAD
E.
1.15 ALL SH
EATHIN
G PEN
ETRATIO
NS C
AUSED
BY EREC
TION
SHALL BE PATC
HED
AND
REPAIR
ED AC
CO
RD
ING
TO M
ANU
FACTU
RED
SPECIFIC
ATION
S.
1.16 EAC
H SU
BCO
NTR
ACTO
R FO
R TH
EIR TR
ADE IS R
ESPON
SIBLE TO LO
CATE AN
D PR
OVID
EN
ECESSAR
Y STRU
CTU
RAL, M
ECH
ANIC
AL, ELECTR
ICAL AN
D PLU
MBIN
G SLEEVES,
ANC
HO
RS, VEN
T OPEN
ING
, ETC. TH
AT MIG
HT BE R
EQU
IRED
.
2.0 SITE WO
RK
SEE SITE PLAN ATTAC
HED
FOR
DR
IVE-WAY R
EQU
IREM
ENTS, W
ALKS AND
LAND
SCAPE
REQ
UIR
EMEN
TS FOR
PRO
PERTY.
2.01 EXCAVATIO
N SH
ALL BE SUFFIC
IENT TO
PRO
VIDE FU
LL DESIG
N D
IMEN
SION
S OR
TO ALLO
W FO
RFO
RM
ING
AS REQ
UIR
ED. N
O FO
OTIN
GS SH
ALL BE PLACED
ON
FRO
ZEN EAR
TH. N
OFO
OTIN
GS SH
ALL BE PLACED
ON
SOFT M
ATERIAL.
2.02 BACKFILL AN
D C
OM
PACTIO
N-
USE O
NLY C
LEAN, W
ELL GR
ADED
EARTH
CO
NTAIN
ING
NO
OR
GAN
IC M
ATERIAL, TR
ASH,
MU
CK, R
OO
TS, LOG
S, STUM
PS, CO
NC
RETE, ASPH
ALT OR
OTH
ER D
ELETERIO
US
SUBSTAN
CES. BAC
KFILL SHALL BE C
OM
PACTED
TO 95%
OF M
AXIMU
M D
ENSITY AS
DETER
MIN
E THE ASTM
d698 STAND
ARD
PRO
CTO
R TEST.
2.03 FOU
ND
ATION
S- ALL FO
UN
DATIO
NS AR
E TO BE PLAC
ED O
N U
ND
ISTUR
BED O
R C
OM
PACTED
SOIL N
OT
LESS THAN
1'-O" BELO
W EXISTIN
G G
RAD
E OR
2'-6" BELOW
ADJAC
ENT FIN
ISHED
EXTERIO
RG
RAD
E UN
LESS OTH
ERW
ISE NO
TED O
N TH
E DR
AWIN
GS. M
AINTAIN
1:2 SLOPE (VER
TICAL
TO H
OR
IZON
TAL) FRO
M BO
TTOM
EDG
E OF FO
OTIN
G TO
BOTTO
M O
F ANY AD
JACEN
TFO
UN
DATIO
N. SO
IL BEARIN
G VALU
E ASSUM
ED TO
BE 1,500 PSF MIN
IMU
M U
NLESS
OTH
ERW
ISE NO
TED O
N D
RAW
ING
S. THE BU
ILDER
IS TO BE N
OTIFIED
IMM
EDIATELY
SHO
ULD
INSU
FFICIEN
T BEARIN
G C
APACITY O
R H
IGH
WATER
TABLE BE ENC
OU
NTER
ED.
SPECIFIC
ATION
S
BEDR
OO
M AR
EAS 30 PSF STAIRS 100 PSF
LIVING
AREAS 40 PSF R
AILING
S 50 PSFBALC
ON
IES, DEC
KS 40 PSF RO
OF 20 PSF
GAR
AGES 50 PSF SN
OW
LOAD
15 PSFBASEM
ENT W
ALLS 45 PSF ATTIC FLO
OR
20 PSFW
IND
LOAD
120 MPH
3 Sec gust (EXP "B")
1.0 GEN
ERAL
THE W
OR
K SHALL C
OM
PLY WITH
THE 2015 V.R
.C., ALL APPLIC
ABLE LOC
AL AND
STATEC
OD
ES, OR
DIN
ANC
ES, REG
ULATIO
NS AN
D AM
END
MEN
TS AND
ALL OTH
ER AU
THO
RITIES H
AVING
JUR
ISDIC
TION
. THE W
OR
K SHALL C
OM
PLY WITH
INTER
PRETATIO
NS O
F THE LO
CAL BU
ILDIN
GO
FFICIAL.
1.03 FIELD C
ON
DITIO
NS AN
D D
IMEN
SION
S O
N-SITE VER
IFICATIO
N O
F ALL DIM
ENSIO
NS AN
D C
ON
DITIO
NS SH
ALL BE THE
RESPO
NSIBILITY O
F THE G
ENER
AL CO
NTR
ACTO
R AN
D TH
EIR SU
BCO
NTR
ACTO
RS. N
OTED
DIM
ENSIO
NS TAKE PR
ECED
ENC
E OVER
SCALED
DIM
ENSIO
NS. TH
E BUILD
ER SH
ALL BEN
OTIFIED
PRO
MPTLY O
F ANY D
ISCR
EPANC
IES IN IN
FOR
MATIO
N AN
D O
F ANY D
ISCR
EPANC
IESBETW
EEN FIELD
CO
ND
ITION
S AND
INFO
RM
ATION
ON
THE D
RAW
ING
S PRIO
R TO
CO
NSTR
UC
TION
.
1.04 TYPICAL C
ON
DITIO
NS
THE G
ENER
AL NO
TES AND
TYPICAL D
ETAILS APPLY THR
OU
GH
OU
T THE JO
B UN
LESSIN
DIC
ATED O
THER
WISE. W
HER
E CO
ND
ITION
S ARE N
OT SPEC
IFICALLY SH
OW
N O
R D
ETAILED.
THE C
HAR
ACTER
AND
QU
ALITY OF TH
E WO
RK SH
ALL BE THE SAM
E AS THAT IN
DIC
ATED FO
RSIM
ILAR C
ON
DITIO
NS.
1.05 DR
AWIN
G C
OO
RD
INATIO
N TH
E CO
NTR
ACTO
R SH
ALL CO
OR
DIN
ATE AND
CO
MPAR
E ALL DR
AWIN
GS BETW
EEN TH
ED
IFFEREN
T TRAD
ES AND
SHALL PR
OM
PTLY NO
TIFY THE SU
PERIN
TEND
ENT O
F ANY
DISC
REPAN
CIES W
HIC
H M
AY BE FOU
ND
.
1.06 STRU
CTU
RAL N
OTES
IN C
ASE OF AN
Y DISC
REPAN
CIES BETW
EEN TH
ESE NO
TES AND
NO
TES ON
THE STR
UC
TUR
ALD
RAW
ING
S THE STR
UC
TUR
AL NO
TES SHALL TAKE PR
ECED
ENC
E.
1.07 TEMPO
RAR
Y BRAC
ING
USE TEM
POR
ARY BR
ACIN
G AS R
EQU
IRED
TO STABILIZE FO
UN
DATIO
N AN
D BASEM
ENT
WALLS IF R
EQU
IRED
AND
SUPER
STRU
CTU
RE U
NTIL PER
MAN
ENT C
ON
STRU
CTIO
N IS IN
PLACE.
1.08 LIVE LOAD
S ALL FR
AMIN
G M
ATERIAL SH
ALL BE INSTALLED
IN AC
CO
RD
ANC
E WITH
THE FO
LLOW
ING
LOAD
S:
6.07 WO
OD
JOISTS-
SHALL H
AVE A MIN
IMU
M BEAR
ING
OF 1 1/2". W
OO
D FLO
OR
TRU
SSES TO H
AVEM
INIM
UM
BEARIN
G AS PER
MAN
UFAC
TUR
ERS R
ECO
MM
END
ATION
S. ALL RAFTER
S AND
TRU
SSES SHALL BE C
ON
NEC
TED AT BEAR
ING
POIN
TS WITH
ON
E PREFABR
ICATED
GALVAN
IZED M
ETAL CO
NN
ECTO
R, M
INIM
UM
18 GA, W
ITH C
APACITY TO
RESIST 450#
LOAD
ING
UN
LESS SHO
WN
OTH
ERW
ISE ON
DR
AWIN
GS.
A. PREFAB JO
ISTS AND
BEAM H
ANG
ERS SH
ALL BE SIZED AN
D ATTAC
HED
FOR
MAN
UFAC
TUR
ES REC
OM
MEN
DATIO
NS. H
OLES TH
RO
UG
H W
OO
D IS SH
ALL NO
T EXCEED
MAN
UFAC
TUR
ES REC
OM
MEN
DATIO
NS. N
O C
UTS O
R H
OLES AR
E ALLOW
ED TH
RO
UG
HTO
P OR
BOTTO
M C
HO
RD
.
B. WO
OD
FLOO
R JO
ISTS SHALL BE PER
DEPTH
AND
SPACIN
G SH
OW
N O
N D
RAW
ING
S. SU
PPLIER SH
ALL CO
NFIR
M TH
AT MEM
BERS PR
OVID
ED C
AN C
ARR
Y THE LO
ADIN
GD
ESIGN
ATED IN
SECTIO
N 1.08.
C. PR
OVID
E 2-3/4" EXTERIO
R PLYW
OO
D BAN
DS AT ALL PER
IMETER
BEARIN
G W
ALLS. PR
OVID
ED SQ
UASH
BLOC
K AND
STIFFENER
S AS REQ
UIR
ED TO
DISTR
IBUTE LO
ADIN
G AN
DSH
EAR R
EINFO
RC
ING
AS REQ
UIR
ED AT C
ON
CEN
TRATED
LOAD
S.
D. ALL PR
EFABRIC
ATED TR
USSES AN
D TR
USS JO
IST SHALL BE D
ESIGN
ED FO
RTH
E FOLLO
WIN
G LO
ADS U
NLESS N
OTED
OTH
ERW
ISE:
RO
OF:
SNO
W LO
AD
- 15 PSF LIVE LO
AD
- 20 PSFD
EAD LO
AD - TO
P CH
OR
D - 7 PSF
DEAD
LOAD
- BOTTO
M C
HO
RD
- 10 PSF
FLOO
R:
LIVE LOAD
- 40 PSF
DEAD
LOAD
- 15 PSF
SUBM
IT SHO
P DR
AWIN
GS AN
D C
ALCU
LATION
S FOR
REVIEW
.
E. PREFABR
ICATED
TRU
SS JOISTS SH
ALL BE DESIG
NED
TO R
ESIST THE
LOAD
ING
S SHO
WN
WITH
A MAXIM
UM
LIVE LOAD
DEFLEC
TION
OF L/480 O
FTH
E SPAN.
6.08 ALL HEAD
ERS O
VER ALL FR
AMED
OPEN
ING
S TO BE SYP #2 AN
D SIZED
AS PER
BELOW
UN
LESS NO
TED O
THER
WISE:
ON
E STOR
Y ABOVE- R
OO
F ON
LY ABOVE-
2-2X6 - OPEN
ING
S UP TO
4'-2" 2-2X8 - O
PENIN
GS U
P TO 4'-5" 2-2X8 - O
PENIN
GS U
P TO 5'-4"
2-2X10 - OPEN
ING
S UP TO
5'-5" 2-2X10 - OPEN
ING
S UP TO
6'-6" 2-2X12 - O
PENIN
GS U
P TO 6'-3" 2-2X12 - O
PENIN
GS U
P TO 7'-6"
*NO
TE: ALL HEAD
ERS BU
ILT SOLID
WITH
1/2" OSB FLITC
H O
R M
IN R
-3 INSU
LATING
BOAR
D.
6.09 PLYWO
OD
- ALL PLYW
OO
D U
SED STR
UC
TUR
ALLY SHALL M
EET THE PER
FOR
MAN
CE
STAND
ARD
S AND
ALL OTH
ER R
EQU
IREM
ENTS O
F APPLICABLE U
.S. CO
MM
ERC
IALSTAN
DAR
DS FO
R TH
E TYPE, GR
ADE AN
D SPEC
IES OF PLYW
OO
D AN
D SH
ALL BESO
IDEN
TIFIED BY AN
APPRO
VED TESTIN
G AG
ENC
Y.
6.10 PLYWO
OD
- SU
BFLOO
R TO
BE 3/4" T AND
G PLYW
OO
D STAN
DAR
D STU
RD
-I-FLOO
R D
.F.P.S.U
NLESS O
THER
WISE N
OTED
. DIR
ECT BEAR
ING
AT ALL EDG
ES, GLU
ED AN
D N
AILED.
RO
OF D
ECK -7/16" O
SB- D.F.P.S. W
ITH EXTER
IOR
GLU
E UN
LESS OTH
ERW
ISE NO
TED.
ALL END
S JOIN
TS SHALL BE STAG
GER
ED. TH
E FACE G
RAIN
OF TH
E PLYWO
OD
SHALL
BE LAID AT R
IGH
T ANG
LES TO TH
E JOISTS AN
D TR
USSES. U
SE PLYWO
OD
CLIPS
WITH
1/2" RO
OF PLYW
OO
D (IF APPLIC
ABLE).
6.11 ALL WO
OD
BLOC
KING
, NAILER
S, ETC. SH
ALL BE ATTACH
ED TO
STEEL OR
C
ON
CR
ETE FRAM
ING
WITH
POW
ER AC
TUATED
FASTENER
S OR
3/8" DIAM
ETER BO
LTS U
NLESS N
OTED
OTH
ERW
ISE. FASTENER
S SHALL BE SPAC
ED AT 24" M
AXIMU
M O
/C AN
D
SHALL BE STAG
GER
ED. FASTEN
ERS SH
ALL HAVE A M
INIM
UM
CAPAC
ITY OF 100 PO
UN
DS
IN SH
EAR AN
D PU
LLOU
T UN
LESS NO
TED O
THER
WISE.
6.12 INTER
IOR
TRIM
- 2-1/4" O
R 3 1/4" W
IND
OW
S & DO
OR
CASIN
GS AN
D 3-1/2" O
R 4 1/2" BASE M
AY BE FIN
GER
JOIN
TED, TR
ADITIO
NAL PR
OFILE O
R AS IN
DIC
ATED O
N D
RAW
ING
S.
6.13 INTER
IOR
STAIRS- FABR
ICATED
AND
WO
OD
TRIM
MED
ON
SITE UN
LESS OTH
ERW
ISEN
OTED
.
6.14 SHELVIN
G-
UN
LESS IND
ICATED
OTH
ERW
ISE NO
TED O
N D
RAW
ING
S CO
NTR
ACTO
R SH
ALL INSTALL
VINYL W
RAP W
IRE SH
ELVING
.
6.15 RAILIN
GS O
R H
AND
RAILS SH
ALL BE INSTALLED
ON
ANY EXTER
IOR
POR
CH
OR
STAIREXC
EEDIN
G 3 R
ISERS IN
HEIG
HT O
R 30" ABO
VE GR
ADE.
6.16 HAN
DR
AILS- AT STAIR
(IF APPLICABLE) 34" H
EIGH
T MEASU
RED
VERTIC
ALLY FRO
M TH
E NO
SING
OF
THE TR
EAD W
ITH AN
OU
TSIDE D
IA OF AT LEAST 1-1/4", N
OT G
REATER
THAN
2". IF NO
TC
IRC
ULAR
, IT SHALL H
AVE A PERIM
ETER D
IMEN
SION
OF AT LEAST 4", N
OT G
REATER
THAN
6-1/4" WITH
A MAXIM
UM
CR
OSS SEC
TION
OF 2-1/4".
6.17 GU
ARD
RAIL-
NO
T LESS THAN
42" HEIG
HT M
EASUR
ED VER
TICALLY, EXC
EPT FOR
BUILD
ING
S OF U
SEG
RO
UP R
-3 SHALL BE N
OT LESS TH
AN 36". C
ON
STRU
CT SU
CH
THAT A SPH
ERE W
ITH A
DIAM
ETER O
F 4" CAN
NO
T PASS THR
OU
GH
ANY O
PENIN
G.
7.0 THER
MAL AN
D M
OISTU
RE PR
OTEC
TION
7.01 SILL SEAL- (FOR
SLAB FLOO
R C
ON
STRU
CTIO
N)
3/16" X 3 1/2" CO
MPR
ESSIBLE FOAM
BENEATH
ALL EXTERIO
R SILL PLATES.
7.02 INSU
LATION
7.021 WALLS-
R-15, 3-5/8" BATT IN
SULATIO
N M
IN. U
NLESS O
THER
WISE N
OTED
. ANY C
AVITIES WITH
INH
EADER
AND
CO
RN
ER FR
AMIN
G TO
BE INSU
LATED BY C
OM
PLETELY FILLING
THE C
AVITYW
ITH A M
ATERIAL H
AVING
A MIN
IMU
M TH
ERM
AL RESISTAN
CE O
F R-3 PER
INC
H PER
TABLEn1102.4.1.1.
7.022 FLOO
RS-
R-19 BATT IN
SULATIO
N IN
STALLED IN
ANY FLO
OR
S BUILT O
VER U
NC
ON
DITIO
NED
SPACES, IN
CLU
DIN
G ELEVATED
FLOO
RS O
VER C
RAW
L SPACE, AN
D R
OO
MS EXTEN
DIN
GO
VER G
ARAG
ES.
7.023 CEILIN
GS AT R
OO
F- R
-38 BLOW
N IN
SULATIO
N IN
ACC
ESSIBLE ATTIC AR
EAS OR
R-30 FIBER
GLASS BATT
WITH
VAPOR
BARR
IER AT VAU
LTED C
EILING
S WH
ERE AR
EA DO
ES NO
T EXCEED
500 SQFT
PER IR
C 2012 SEC
TION
N1102.
7.024 PERIM
ETER SLAB IN
SULATIO
N TO
BE RIG
ID EXTER
IOR
GR
ADE, M
IN. R
-10 EXTEND
ING
4" VERTIC
ALLY AND
2'-0" HO
RIZO
NTALLY, M
IN. PER
IMETER
INSU
LATION
TO BE EXTR
UD
EDPO
LYSTYREN
E CLO
SED C
ELL.
7.025 VAPOR
BARR
IERS TO
FACE W
ARM
SIDE O
F SPACE (IN
TERIO
R) U
NLESS N
OTED
OTH
ERW
ISE ON
DR
AWIN
GS.
7.03 RO
OFIN
G
7.031 SHIN
GLES-
235# ASPHALT O
R FIBER
GLASS SH
ING
LES CLASS 'C
' OR
BETTER O
N #15 R
OO
FING
FELTO
N SLO
PES OF 4" TO
12" OR
GR
EATER. O
N SLO
PES LESS THAN
4" TO 12" BU
T GR
EATERTH
AN 2" to 12" PR
OVID
E DO
UBLE C
OV ER
AGE ASPH
ALT/FIBERG
LASS SHIN
GLES O
N TW
OLAYER
S #15 RO
OFIN
G FELT. SH
ING
LES SHALL BE IN
STALLED PER
MAN
UFAC
TUR
ERS
SPECIFIC
ATION
S AND
APPLICABLE BU
ILDIN
G C
OD
ES.
7.032 VALLEY FLASHIN
G and C
RIC
KETS REQ
UIR
ED O
PEN VALLEYS SH
ALL BE FLASHED
WITH
MIN
. NO
. 28 GAU
GE G
ALVANIZED
CO
RR
OSIO
N-R
ESISTANT SH
EET METAL AN
D SH
ALL EXTEND
MIN
. 8" FRO
M C
ENTER
LINE
EACH
WAY. C
LOSED
VALLEY FLASHIN
G SH
ALL BE 2 LAYERS 90# M
INER
AL SUR
FACED
CAP
SHEET W
ITH BO
TTOM
LAYER M
INIM
UM
12" WID
E AND
TOP LAYER
24" WID
E, CEM
ENTED
TOG
ETHER
. CLO
SED VALLEYS M
AY ALSO BE O
F 36" WID
E FOIL R
OO
FING
MATER
IAL NO
TLESS TH
AN N
O. 50 IN
VALLEY OVER
THE U
ND
ERLAYM
ENT O
R M
AY BE WO
VEN.
7.033 RID
GE-FLASH
ING
INSTALL AS PER
MAN
UFAC
TUR
ERS SPEC
IFICATIO
NS.
MIN
IMU
M SPEC
IFIED C
OM
PRESSIVE STR
ENG
TH TO
CO
NC
RETE (1)
TYPE OR
LOC
ATION
OF M
INIM
UM
SPECIFIED
C
ON
CR
ETE CO
NSTR
UC
TION
CO
MPR
ESSIVE STREN
GTH
(FC)
WEATH
ERIN
G PO
TENTIAL M
OD
ERATE 3,000
BASEMEN
T WALLS AN
D FO
UN
DATIO
NN
OT EXPO
SED TO
THE W
EATHER
INTER
IOR
SLABS ON
GR
ADE 2,500
EXCEPT G
ARAG
E FLOO
R SLABS
FOU
ND
ATION
WALLS, EXTER
IOR
WALLS, 3,000
AND
OTH
ER VER
TICAL C
ON
CR
ETE WO
RK
EXPOSED
TO TH
E WEATH
ER
POR
CH
ES, CAR
POR
T SLABS AND
3,000STEPS EXPO
SED TO
THE W
EATHER
,AN
D G
ARAG
E FLOO
R SLABS
(1) STREN
GTH
AT 28 DAYS PSI
Specifications 1of 7
Sheet #
Revisions :
6 5-17-19
8.13 EMER
GEN
CY EG
RESS
EVERY SLEEPIN
G R
OO
M ABO
VE THE FIR
ST FLOO
R SH
ALL HAVE AT LEAST O
NE O
PERABLE
WIN
DO
W O
R D
OO
R FO
R EM
ERG
ENC
Y EGR
ESS OR
RESC
UE. EG
RESS W
IND
OW
S SHALL H
AVE AM
AXIMU
M SILL H
EIGH
T OF 44" ABO
VE FINISH
ED FLO
OR
AND
SHALL H
AVE A MIN
IMU
M N
ETC
LEAR O
PENIN
G O
F 5.7 SQ. FT. W
ITH A M
INIM
UM
CLEAR
OPEN
ING
HEIG
HT O
F 24" AND
MIN
IMU
MO
PENIN
G W
IDTH
OF 20". G
RAD
E FLOO
R W
IND
OW
S MAY H
AVE A MIN
IMU
M N
ET CLEAR
OPEN
ING
OF 5 SQ
. FT.
8.14 ALL OPER
ABLE WIN
DO
WS
SHALL H
AVE NO
NC
OR
RO
SIVE SCR
EENS AN
D SASH
LOC
KS.
9.0 FINISH
ES
9.01 GYPSU
M W
ALLBOAR
D (PLASTER
FINISH
/ SPRAYED
CEILIN
G) SH
ALL BE INSTALLED
INAC
CO
RD
ANC
E WITH
U.S. G
YPSUM
REC
OM
MEN
DATIO
NS AN
D SH
ALL MEET TH
E REQ
UIR
EMEN
TSO
F IRC
AND
OTH
ER APPLIC
ABLE CO
DES. TYPIC
AL INTER
IOR
PARTITIO
NS TO
HAVE 1/2"
TAPERED
EDG
E TAPED AN
D FIN
ISHED
. PRO
VIDE 5/8" TYPE "X" FIR
E-RATED
GYPSU
M BO
ARD
ATG
ARAG
E CEILIN
GS W
HER
E CALLED
FOR
ON
THE D
RAW
ING
S, WH
ICH
SEPARATE G
ARAG
E AND
LIVING
AREAS W
HER
E REQ
UIR
ED BY C
OD
E.
9.02 GYPSU
M W
ALLBOAR
D SH
ALL NO
T BE INSTALLED
UN
TIL WEATH
ER PR
OTEC
TION
FOR
THE IN
STALLATION
ISPR
OVID
ED.
9.03 SUPPO
RT ALL ED
GES AN
D EN
DS O
F GYPSU
M BO
ARD
SHALL O
CC
UR
ON
FRAM
ING
MEM
BERS EXC
EPT THO
SE EDG
ES PERPEN
DIC
ULAR
TO FR
AMIN
G M
EMBER
S.
9.04 MO
ISTUR
E RESISTAN
T GYPSU
M BO
ARD
PR
OVID
E MO
ISTUR
E RESISTAN
T GYPSU
M BO
ARD
AT ALL BATHR
OO
MS AN
D W
HEN
EVERM
OISTU
RE C
ON
DITIO
NS C
AN EXIST O
R AS R
EQU
IRED
BY CO
DE.
9.05 J. BEAD
SHO
ULD
BE USED
WITH
M.R
. GYP. BD
. AND
WH
EREVER
MO
ISTUR
E CO
ND
ITION
CAN
EXIST.
9.06 CER
AMIC
TILE C
ERAM
IC TILE SH
ALL BE GLAZED
TILE OF D
IFFERIN
G SIZES, TH
IN SET APPLIC
ATION
ON
WATER
RESISTAN
T DR
YWALL O
R C
EMEN
TUO
US BAC
KER BO
ARD
. WH
ERE TILE IS TO
BED
IREC
TLY EXPOSED
TO W
ATER O
R H
IGH
HU
MID
ITY AREAS SU
CH
AS BATH TU
BS AND
SHO
WER
S, USE O
NLY C
EMEN
TUO
US BAC
KER BO
ARD
. PRO
VIDE BASE AN
D M
ISCELLAN
EOU
STR
IM. PR
OVID
E MAR
BLE OR
ALUM
INU
M TH
RESH
OLD
FOR
TRAN
SITION
BETWEEN
CER
AMIC
FLOO
R TILE AN
D O
THER
FLOO
R FIN
ISHES. FLO
OR
TILE SHALL BE N
ON
SLIP. ALL OTH
ERD
ECO
RATIVE TILE W
OR
K SHALL BE SPELLED
OU
T IN C
ON
TRAC
T BETWEEN
OW
NER
&C
ON
TRAC
TOR
OR
AS IND
ICATED
BY ALLOW
ANC
E.
9.07 RESILIEN
T FLOO
RIN
G
SHALL BE SH
EET VINYL, VIN
YL CO
MPO
SITION
TILE, LAMIN
ATE FLOO
RIN
G O
R BETTER
AND
INSTALLED
AS PER M
ANU
FACTU
RES SPEC
IFICATIO
NS AN
D IN
ACC
OR
DAN
CE W
ITHALLO
WAN
CE.
9.08 UN
DER
LAYMEN
T PR
OVID
E SUITABLE FLO
OR
UN
DER
LAYMEN
T FOR
ALL CER
AMIC
TILE AND
RESILIEN
TFLO
OR
ING
.
9.09 CAR
PET & HAR
DW
OO
D FLO
OR
ING
ALL CAR
PET AND
HAR
DW
OO
D FLO
OR
ING
ALLOW
ANC
ES SHALL BE SPELLED
OU
T INC
ON
TRAC
T PRO
POSAL ALLO
WAN
CES.
7.04 EXTERIO
R W
ALLS
7.041 FLASHIN
G-
TO BE N
ERVASTR
AL PLASTIC PR
OVID
ED AT BO
TTOM
AND
SIDES O
F ALL EXTERIO
R D
OO
RO
PENIN
GS IN
SUC
H A M
ANN
ER TO
BE LEAK PRO
OF.
7.042 FLASH AN
D C
OU
NTER
FLASH-
ALL RO
OF TO
WALL C
ON
DITIO
NS, M
INIM
UM
NO
. 26 U.S. G
AUG
E CO
RR
OSIO
N R
ESISTANT
ALUM
INU
M STEP FLASH
ING
AS REQ
UIR
ED TO
MAIN
TAIN M
IN, H
EIGH
T.
7.043 FLASH ALL EXTER
IOR
OPEN
ING
S AND
ALL BLDG
. CO
RN
ERS W
ITH APPR
OVED
WATER
PRO
OF BLD
G. PAPER
TO EXTEN
D AT LEAST 4" BEH
IND
WALL C
OVER
ING
.
7.044 FLASH AN
D C
AULK W
OO
D BEAM
S AND
OTH
ER PR
OJEC
TION
S THR
OU
GH
EXTERIO
R W
ALLSO
R R
OO
F SUR
FACES.
7.045 EXTERIO
R SH
EATHIN
G 7/16" O
.S.B. SHEATH
ING
INSTALLED
PER M
ANU
FACTU
RER
S SPECIFIC
ATION
S UN
LESS NO
TEDO
THER
WISE O
N D
RAW
ING
S.
7.05 FIRESTO
PPING
- SH
ALL BE PRO
VIDED
TO C
UT O
FF ALL CO
NC
EALED D
RAFT O
PENIN
GS (BO
TH VER
TICAL AN
DH
OR
IZON
TAL) IN TH
E FOLLO
WIN
G LO
CATIO
NS:
1. IN EXTER
IOR
OR
INTER
IOR
STUD
WALLS, AT C
EILING
AND
FLOO
R LEVELS AN
D SO
PLACED
THAT TH
E MAXIM
UM
DIM
ENSIO
N O
F ANY C
ON
CEALED
SPACE IS N
OT M
OR
E THAN
10'. 2. BETW
EEN STAIR
STRIN
GER
S AT TOP AN
D BO
TTOM
AND
BETWEEN
STUD
S IN LIN
E WITH
STAIR R
UN
. 3. SPAC
ES BETWEEN
CH
IMN
EYS AND
WO
OD
FRAM
ING
SHALL BE FILLED
WITH
LOO
SE N
ON
CO
MBU
STIBLE MATER
IAL (2" MIN
. THIC
KNESS), PLAC
ED IN
NO
NC
OM
BUSTIBLE SU
PPOR
TSTIG
HTLY FITTED
TO TH
E CH
IMN
EY. 4. O
THER
LOC
ATION
S NO
T MEN
TION
ED ABO
VE SUC
H AS H
OLES FO
R PIPES, SLEEVES,
BEHIN
D FR
AMIN
G STR
IPS AND
OTH
ER SIM
ILAR PLAC
ES WH
ICH
CO
ULD
AFFOR
D A PASSAG
E FOR
FLAMES.
7.051 FIRESTO
PS W
HEN
OF W
OO
D, SH
ALL BE MIN
. 2" NO
MIN
AL THIC
KNESS AN
D M
AY ALSO BE M
ADE O
FG
YPSUM
BOAR
D, M
INER
AL WO
OL O
R O
THER
NO
NC
OM
BUSTIBLE M
ATERIAL.
7.052 DR
AFTSTOPPIN
G PR
OVID
E DR
AFT STOPPIN
G W
HER
E REQ
UIR
ED IN
ACC
OR
DAN
CE W
ITH
APPLICABLE C
OD
ES.
7.06 VENTILATIO
N -
PRO
VIDE AD
EQU
ATE CR
OSS VEN
TILATION
(MIN
IMU
M AS R
EQU
IRED
BY CO
DE), FO
R ALL
CO
NC
EALED ATTIC
AND
RAFTER
SPACES. PR
OVID
E CR
OSS VEN
TILATION
AS REQ
UIR
ED BY
CO
DE FO
R C
RAW
L SPACES. SEE R
OO
F PLANS FO
R VEN
T LOC
ATION
S.
7.07 GU
TTERS AN
D LEAD
ERS -
IF APPLICABLE, PR
E-FINISH
ED ALU
MIN
UM
LEAD TO
SPLASH BLO
CKS.
7.08 ALL WO
OD
SHALL BE M
INIM
UM
8" ABOVE FIN
ISH G
RAD
E OR
PRESSU
RE TR
EATED LESS
THAN
8" ABOVE FIN
ISH G
RAD
E. ALL SIDIN
G SH
ALL BE MIN
IMU
M 6" ABO
VE FINISH
GR
ADE.
7.09 FLASHIN
G -
WH
EN VEN
EER O
F BRIC
K, CLAY TILE, C
ON
CR
ETE OR
NATU
RAL O
R AR
TIFICIAL STO
NE AR
EU
SED 30 M
IL PLASTIC FLASH
ING
SHALL BE ATTAC
HED
TO TH
E SHEATH
ING
WH
EREVER
NEC
ESSARY TO
PREVEN
T MO
ISTUR
E PENETR
ATION
BEHIN
D TH
E VENEER
.
7.10 RO
UG
H C
ARPEN
TRY C
ON
TRAC
TOR
S SHALL SEAL W
ITH C
ON
STRU
CTIO
N AD
HESIVE, PLATES
AT FLOO
R AN
D C
EILING
, AND
CAU
LK ALL WIN
DO
W AN
D D
OO
R FLAN
GES/JAM
S AND
ALL PANEL
BUTT JO
INTS PR
IOR
TO AN
D D
UR
ING
EREC
TION
.
7.11 ALL PIPES, DU
CTS, VEN
TS, WIR
ING
, AND
CH
ASES WH
ICH
PENETR
ATE CEILIN
GS D
IREC
TLYBELO
W A TR
USS O
R R
OO
F ASSEMBLY SH
ALL BE FIRESTO
PPED.
8.0 DO
OR
S AND
WIN
DO
WS
8.01 EXTERIO
R EN
TRAN
CE D
OO
RS - 1-3/4" SO
LID W
OO
D C
OR
E OR
HO
LLOW
METAL M
IN. 20
GAU
GE FILLED
WITH
SOLID
SLAB POLYSTYR
ENE IN
SULATIO
N PER
MAN
ENTLY BO
ND
ED TO
PANELS. PR
OVID
E 1-1/2 PAIR H
ING
ES FOR
DO
OR
S UP TO
7'-2" IN H
EIGH
T AND
2 PAIR D
OO
RS TO
8'0" IN H
EIGH
T. SEE DR
AWIN
GS FO
R R
AISED PAN
EL DESIG
N. PR
OVID
E CO
MPLETE W
EATHER
STRIPPIN
G AN
D M
ETAL THR
ESHO
LD.
8.02 GAR
AGE TO
HO
USE D
OO
RS - IF APPLIC
ABLE - TO BE 20 M
IN. M
ETAL OR
SOLID
WO
OD
CO
RE
1-3/4", FIRE-R
ATED. SEE PLAN
S FOR
STYLE AND
SIZES REQ
UIR
ED.
8.03 INTER
IOR
DO
OR
S - TO BE H
OLLO
W C
OR
E WO
OD
WITH
WO
OD
VENEER
OR
PLASTICLAM
INATE FAC
ING
.
8.04 DO
OR
SIZES - REFER
TO FLO
OR
PLANS.
8.05 OVER
HEAD
GAR
AGE D
OO
R SH
ALL BE TESTED IN
ACC
OR
DAN
CE W
ITH ASTM
E330 OR
ANSI/
DASM
A108.
8.1 WIN
DO
WS
ALL WIN
DO
WS TO
BE VINYL / PVC
AND
SELF FLASHIN
G. SIZES AS SPEC
IFIED O
N D
RAW
ING
S. ALL W
IND
OW
S TO H
AVE A MIN
IMU
M D
ESIGN
PRESSU
RE R
ATING
OF +/- 25 PSF AN
D M
AX 0.35FEN
ESTRATIO
N U
-FACTO
R.
8.11 GEN
ERAL
GLAZIN
G IN
LOC
ATION
S SUBJEC
T TO H
UM
AN IM
PACT SU
CH
AS ENTR
Y DO
OR
S AND
SIDELIG
HTS, SLID
ING
GLASS D
OO
RS, SH
OW
ER D
OO
RS, T U
B ENC
LOSU
RES AN
D STO
RM
DO
OR
SSH
ALL BE FULLY TEM
PERED
IN AC
CO
RD
ANC
E WITH
THE IR
C C
OD
E. FIXED PAN
ELS WITH
AREA
IN EXC
ESS OF 9 SQ
. FT. WITH
THE LO
WEST ED
GE LESS TH
AN 18" ABO
VE THE FIN
ISHED
FLOO
RO
R W
ALKING
SUR
FACE W
ITHIN
36" OF SU
CH
GLAZIN
G U
NLESS A H
OR
IZON
TAL MEM
BER N
OT
LESS THAN
1 1/2" WID
TH LO
CATED
BETWEEN
24" AND
36" ABOVE TH
E WALKIN
G SU
RFAC
E SHALL
BE FULLY TEM
PERED
. SEE R308 IN
2009 IRC
FOR
EXCEPTIO
NS TO
HAZAR
DO
US LO
CATIO
NS. IF
APPLICABLE.
8.12 WEATH
ER PR
OO
FING
ALL SW
ING
ING
DO
OR
S AND
WIN
DO
WS O
PENIN
G TO
THE EXTER
IOR
SHALL BE FU
LLYW
EATHER
STRIPPED
, CAU
LKED, O
R O
THER
WISE TR
EATED TO
LIMIT AIR
INFILTR
ATION
. PRO
VIDE
MAXIM
UM
AIR IN
FILTRATIO
N AS FO
LLOW
S:
1. WIN
DO
WS SH
ALL HAVE AN
AIR IN
FILTRATIO
N R
ATE OF LESS TH
AN 0.5 C
FM PER
FOO
TO
F SUC
H C
RAC
K.
9.10 PAINT, IN
TERIO
R
CEILIN
GS LATEX FLAT, 1 C
OAT -SPR
AYED
WALLS FO
R D
RYW
ALL FINISH
: LATEX FLAT, 1 CO
AT -SPRAYED
TRIM
2 CO
ATS - 1ST CO
AT SPRAYED
LATEX FLAT, 2ND
CO
AT SEMI-G
LOSS
BRU
SHED
OR
SPRAYED
OVER
FIRST C
OAT
GAR
AGE IN
TERIO
R O
F SERVIC
E DO
OR
AND
INTER
IOR
CASIN
G (IF PR
ESENT)
ALWAYS TO
BE PAINTED
ON
E CO
AT (SPRAYED
OR
BRU
SHED
). IF G
ARAG
E IS SPECIFIED
TO BE PAIN
TED, LATEX FLAT, 1 C
OAT
(SPRAYED
).
KITCH
EN AN
D BATH
RO
OM
S (OPTIO
N)
CEILIN
G LATEX SEM
I-GLO
SS ON
2ND
CO
ATW
ALLS LATEX SEM
I-GLO
SS ON
2ND
CO
AT
9.11 EXTERIO
R PAIN
T (IF APPLICABLE)
TRIM
LATEX (1) CO
AT PRIM
E (1) CO
AT FINISH
. SAND
BETWEEN
CO
ATS AS N
ECESSAR
Y.
*BUILD
ER M
AY CH
OSE TO
METAL W
RAP EXPO
SED W
OO
D AT EXTER
IOR
TRIM
OR
LEAVE N
ATUR
AL ANY PT W
OO
D.
10.0 SPECIALTIES
10.01 BATH VAN
ITIES - AS SELECTED
BY (OW
NER
) OR
AS PER ALLO
WAN
CE
10.02 BATH FIXTU
RES - AS SELEC
TED BY (O
WN
ER) O
R AS PER
ALLOW
ANC
E
11.0 EQU
IPMEN
T ALL APPLIAN
CES ALLO
WAN
CES SH
ALL BE SPELLED O
UT IN
BASE CO
NTR
ACT AS
PRO
VIDED
BY THE BU
ILDER
.
12.0 FUR
NISH
ING
S N
ON
E
13.0 SPECIAL C
ON
STRU
CTIO
N PER
CO
NTR
ACT (IF APPLIC
ABLE) O
WN
ER TO
SUPPLY TH
E FOLLO
WIN
G U
NITS TO
BE INSTALLED
BY THE C
ON
TRAC
TOR
:
14.0 CO
NVEYIN
G SYSTEM
S N
ON
E
15.0 MEC
HAN
ICAL
15.01 H.V.A.C
. KITC
HEN
AND
BATH VEN
TILATION
METAL D
UC
TS TO EXTER
IOR
WH
ERE IN
DIC
ATEDAN
D/O
R R
EQU
IRED
BY APPLICABLE C
OD
ES. CO
MPLETE IN
STALLATION
CIR
CU
LATING
AIR C
OM
BUSTIO
N TO
MEET ALL R
EQU
IREM
ENTS O
F THE M
ANU
FACTU
RER
AND
THE
STATE. SYSTEM SH
ALL BE SING
LE OR
DU
AL ZON
E STRAIG
HT AIR
WITH
GAS O
RELEC
TRIC
HEAT U
NLESS SPEC
IFIED O
THER
WISE.
15.02 PLUM
BING
SANITAR
Y; CO
LD AN
D H
OT W
ATER; AN
D ALL O
THER
PIPING
SHALL C
ON
FOR
M TO
THE R
EQU
IREM
ENTS, LO
CAL AN
D STATE.
15.3 PRO
VIDE M
INIM
UM
21" WALKIN
G SPAC
E IN FR
ON
T OF ALL PLU
MBIN
G FIXTU
RES IN
BATHR
OO
MS AN
D 14" X 30" AC
CESS PAN
EL AT TUB C
ON
NEC
TION
S UN
LESSO
THER
WISE N
OTED
. ALL SHO
WER
STALLS SHALL H
AVE A MIN
IMU
M O
F 30" IN AN
YD
IREC
TION
. WATER
CLO
SETS TO BE A M
INIM
UM
OF 15" FR
OM
SIDEW
ALLS TOC
ENTER
LINE O
F FIXTUR
E.
PLUM
BING
CO
NTR
ACTO
R SH
ALL PRO
VIDE TH
E FOLLO
WIN
G H
OO
K-UPS FO
R W
ATERAN
D SAN
ITARY SEW
ER C
ON
NEC
TION
S:
1. WATER
SERVIC
ES SHALL BE C
ON
NEC
TED TO
CITY SU
PPLIED W
ATER M
ETER AT
PRO
PERTY LIN
E.
2. SEWER
CO
NN
ECTIO
N : PLU
MBIN
G C
ON
TRAC
TOR
SHALL BE R
ESPON
SIBLE FOR
INSTALLIN
G SEW
ER LIN
E TO TAP AT R
OAD
.
16.0 ELECTR
ICAL
SHALL C
ON
FOR
M TO
THE R
EQU
IREM
ENTS O
F THE N
ATION
AL ELECTR
IC C
OD
E, THE
LOC
AL POW
ER C
O. AN
D ALL APPLIC
ABLE LOC
AL REG
ULATIO
NS. O
BTAIN ALL PER
MITS
AND
PAY FEES REQ
UIR
ED FO
R TH
IS WO
RK. H
AVE THE IN
STALLATION
INSPEC
TED AN
DAPPR
OVED
BY AN IN
SPECTIO
N AG
ENC
Y OF TH
E FIRE U
ND
ERW
RITER
'S ASSOC
IATION
.SU
BMIT A C
ERTIFIC
ATE OF FIN
AL APPRO
VAL BY THE IN
SPECTIO
N AG
ENC
Y UPO
NC
OM
PLETION
. FIXTUR
ES AND
APPARATU
S AS SELECTED
BY BUILD
ER. U
NLESS
OTH
ERW
ISE NO
TED.
16.01 SMO
KE DETEC
TOR
S AR
E REQ
UIR
ED AN
D SH
ALL BE INSTALLED
OU
TSIDE O
F EACH
SEPARATE SLEEPIN
GAR
EA IN TH
E IMM
EDIATE VIC
INITY O
F THE BED
RO
OM
S, IN EAC
H BED
RO
OM
, AND
ON
EACH
ADD
ITION
AL STOR
Y OF TH
E DW
ELLING
INC
LUD
ING
BASEMEN
TS AND
CELLAR
S(IF APPLIC
ABLE) BUT N
OT IN
UN
INH
ABITABLE SPACES. ALL D
ETECTO
RS SH
ALL BEIN
STALLED IN
ACC
OR
DAN
CE W
ITH TH
E MAN
UFAC
TUR
ER'S IN
STRU
CTIO
NS AN
D 2015
VRC
.
16.02 CAR
BON
MO
NO
XIDE D
ETECTO
RS
SHALL BE PR
OVID
ED IN
DW
ELLING
UN
ITS WH
ERE EITH
ER TH
E DW
ELLING
UN
ITC
ON
TAINS A FU
EL-FIRED
APPLIANC
E OR
THE D
WELLIN
G U
NIT H
AS AN ATTAC
HED
GAR
AGE W
ITH AN
OPEN
ING
UN
IT THAT C
OM
MU
NIC
ATES WITH
THE D
WELLIN
G U
NIT.
ALARM
S SHALL BE IN
STALLED O
UTSID
E OF EAC
H SEPAR
ATE SLEEPING
AREA IN
THE
IMM
EDIATE VIC
INITY O
F THE BED
RO
OM
S. WH
ERE A FU
EL-BUR
NIN
G APPLIAN
CE IS
LOC
ATED W
ITHIN
A BEDR
OO
M O
R ITS ATTAC
HED
BATHR
OO
M, A C
ARBO
N M
ON
OXID
EALAR
M SH
ALL BE INSTALLED
WITH
IN TH
E BEDR
OO
M. ALL D
ETECTO
RS SH
ALL BEIN
STALLED IN
ACC
OR
DAN
CE W
ITH TH
E MAN
UFAC
TUR
ER'S IN
STRU
CTIO
NS AN
D 2015
VRC
.
*SMO
KE AND
CAR
BON
MO
NO
XIDE ALAR
MS SH
ALL BE HAR
DW
IRED
WITH
OU
T AD
ISCO
NN
ECTIN
G SW
ITCH
AND
BE PRO
VIDED
WITH
A BATTERY BAC
KUP.
CLEAR
ING
OF TH
E LOT PER
SITE PLAN D
ETAILS
BUILD
ER W
ILL GR
ADE AN
D SEED
THE LO
T AS REQ
UIR
ED TO
MAIN
TAIN A PO
SITIVED
RAIN
AGE FO
R TH
E PRO
PERTY IN
ACC
OR
DAN
CE W
ITH TH
E BUILD
ING
CO
DE
REQ
UIR
EMEN
TS. OW
NER
SHALL BE M
ADE AW
ARE TH
AT IN IN
STANC
ES OF H
EAVYR
AIN TH
E SUBD
IVISION
WATER
RU
NO
FF MAN
AGEM
ENT PLAN
SPECIFIC
ALLYR
ESTRIC
TS THE W
ATER FLO
W FR
OM
THE PR
OJEC
T IN O
RD
ER TO
PREVEN
T SILTR
UN
OFF IN
TO LO
CAL W
ATERW
AYS. THIS C
OU
LD C
AUSE LO
TS TO TAKE U
P TO 24
HO
UR
S TO D
RAIN
OFF.
5-17-19Specifications 2of 7
Sheet #
Revisions :
7
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