south norfolk historic & architectural review board
TRANSCRIPT
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Sou
th N
orfo
lk
His
toric
& A
rchi
tect
ural
Rev
iew
Boa
rd
June 17, 2021
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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.
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1446 Chesapeake Avenue
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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.
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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
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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
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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
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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
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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
![Page 13: South Norfolk Historic & Architectural Review Board](https://reader030.vdocuments.site/reader030/viewer/2022032706/623b149ed4f8df682727d026/html5/thumbnails/13.jpg)
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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