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

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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

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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

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ER'S IN

STRU

CTIO

NS AN

D 2015

VRC

.

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KE AND

CAR

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NO

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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