HomeMy WebLinkAboutXR2023-2950 - Alternative Material & Methods (3)Distnbuted by.
k12 L�Z3 - 2�t Sal
AGeorgia-Pacific
Prime Roof Board
vvith E 0 N I C"
TECHNOLOGY
Description
DensDeck" Prime Roof Board is a reinforced
gypsum panel with a moisture -resistant core and
coated glass mat faces s. DensDeck` Prime Roof
Board face and back mat provide compatibility.
uniform applicationand consistent performance with
most roofing adhesives.' DensDeck` Prime Roof Board
provides a high level of moisture resistance through
the use of GP's patented EONIC"Technology. and
enhances the overall wind resistance of an assembly
while also Increasing the hail and puncture resistance
of the membrane as compared with systems with no
cover boardFor full application Instructionsplease
consult the applicable specification manual for the
system being installed (available at get.com).
Primary Uses
DensDeck'' Prime Roof Board is compatible with
many types of roofing products. Includingmodified
asphaltsingle-ply. metal systemsrecover board,
pelyisocyanurateand polystyrene Insulation DensDeck
Prime Roof Board can also be used as a form board
for poured gypsum concrete decks in roof applications
as well as a substrate for spray f--cam roofing systems.
DensDeck Prime Roof Board with thicknesses of
/;' (12.7 mm) and'11 (15.9 mm) may also be used
in vertical applications as a backer -board or liner for
the roof side of parapet walls.
DensDeck" Prime Roof Board may also allow the
bonding of hot -mopped, cold mastic, and torched
molded bitumen directly to the surface- For information
on this application, contact GAF Technical Support at
1-877-64F-ROOF or tech nicalquestlons@gatcom_
Standards and Codes Approvals
DensDeck" Rime Roof Boards are manufactured to
meet ASTM C1177 and have the following approvals.
• State of Florida Approved
• Miami -Dade County Product Control Approved
Recommendations and Limitations
DensDeck' Prime Roof Boards are manufactured
for use in a properly designed roof system installed
in accordance with good roofing practices. The
selection of DensDeck" Prime Roof Board as a
roofing component in any system or assembly is
the responsibility of he design professional. For
full application Instructionsplease visit gafcom for
the applicable specification manual for the system
beina installed.
The need for a separator sheet between the
DensDeck' Prime Roof Board and the roofing membrane
must also be determined by the design professional.
Confirm any priming requirements with GAF prior to
installation. When applying solvent -based adhesives or
primersallow sufficient time for the solvent to flash off to
avoid damage to roofing components. DensDeck` Prime
Roof Boards should not be subiected to abnormal
or excessive loads or foot traffic- such as, but not
limited to use on plaza decks or under steeFwheeled
equipment that may fracture or damage the panels.
Take appropriate measures to protecf the roofing
system from physical damage (for example_ laying
plywood or OSB when heavy equipment will be
moved across the mole.
When using DensDeck''' Prime Roof Boards for hot -
napped applicationsa maximum asphalt application
temperature of 425°F(218`CI-450°F(232-C) is
recommended. Application temperatures above
these recommended temperatures may adversely
affect roof system performance. For full application
instructions, please consult the applicable specification
manual for the system being installed_ available at
gafcom. When using DensDeck" Prime Roof Board
as a substrate for torch applications, ensure that he
product Is dry and that the proper torching and safety
requirements are tollowed by professionals experienced
In torch applications- Limit the heat to the DensDeck
Prime Roof Board. Maintain a majoritiy of the torch
flame directly on the roll.
Installaton conditions such as inclement weather
conditionsdew. application temperatures outside of
the designated installation temperature range, and
Improper installation techniques may cause adverse
effects in roofing systems,
Handling and Use — DAUTIC N
WARNING. Provide appropriate exhaust ventilation at
places where dust is formed_ Minimize dust generation
and accumulation. Do not breathe dust. Do not get this
material in contact with eyes. Do not taste or swallow_
Avoid prolonged exposure. Observe good Industrial
hygiene practices. Use only in well -ventilated areas.
Wear appropriate NIOSH(MSHA approved dust mask
or filtering facepace If dust is generated. Do not eat
a drink while using the product Wash hands before
eatingdrinking, or smoking. See the product Safety
Data Sheet for more information.
folois±ure f.9anagement
DensDeck` Prime Roof Boards, like other components
used In roofing systems, must be protected from
exposure to moisture before. during, and after installation.
Remove the plastic packaging from all DensDeck Prime
Roof Board immediately upon receipt of delivery. Failure
to remove the plastic packaging may result in entrapment
of condensation or moisture inside the packaging.
DensDeck" Priu Roof Board stored outside must be
stored level and off the ground and protected by a
breathable waterproof covering. DensDeck' Prime Roof
Board must be covered with roofing material he same
day it's installed.
Although DensDeck` Prime Roof Boards are engineered
with fiberglass facings and high -density gypsum cores.
the presence of free moisture can have a detriniemal
effect on the performance of the product and the
installation of roofing membranes.
For examplehot asphalt applications can blister,
torched modified bitumen may not properly bond,.
and adhesives for single -ply membranes may not dry
and bond properly. Moisture accumulation may also
significantly decrease wind uplift and vertical pull
resistance in the system or assembly,
(continued on next page)
2021 GAF IC/21 • COMGN133-PDF
gafcom • 1-877-GAF-ROOF
EA5EMENT1 v Q
1
EXISTG +6 HT
PROPERTY LINE
WALL
EXIST SPA
-
EQUIPMENT
8 SIb"
COLUMN S B.
EXTEND EXISTING
PATIO FOR NEW
DOOR LANDING
EX:ST'CHOSE BIBB
4'_1 DL3., 9'
NON CONFORMING
�- WALL FIRE PI'
SPA
I
--- E PATC
1._
PQ
1� F, I YARD a ALKNAt
30'-10"
NEW A/C UNITS IN COVERED 0 LOCATION/C PATIO 1
_OUTLINE OF EXIST'G
SECOND HOSE
DS_ , FLOOR ABOV BIBB
9''1116' I
D'G S.B.
C V
A-10 I --
' 3"3I6 g C
BLD C6 22 LT D.
EXIST SECOND z
FLOOR
ARCHITECTURAL
PROJECTION L
EXISTG HOSE BIBB
INFILL PORTION OF
STINGING PLANTER FOR 1
W DOOR LANDING
MATCH HA EXISTING
HARDscAPE
EXIST'G +6' HT.
PROPERTY LINE
WALL
1
N51-56'51"E 65.22
`+ IEI PLANTER AREA
EX;ST'G 118"
PLANER
1
I
I
I
I
O
I
m YARD
b OI
HATCH DENOTES
AREA OF ADDITION
AT FIRST FLOOR
-_.PR 8099 1
NG
I
PA Z
-�I IBLD'G
I S.B. 3
I S.
I I
I I .
I
I z
I ,
I B
I �
V
IEI P A.
IJ
OUTLINE OF
SECOND
FLOOR ABOVE
as
'
HATCH DENOTES
EXIST
AREA OF
HOSE
ADDITION AT
OBIBB
SECOND FLOOR
NEW STAIN
GRADE WOC
80.24GATE
NG
j
_WfE)
I DRIVEWAY
i ...___-__
80
EI PLANTER AREA L
_. �a c=oa_1y'R=621
�I o
CAPE ANDOVER
AaE� N N
N
tSITE PLAN )SCALE: 1/8' -1'-0"
HOSE
t/ PROPERTY LINE
1 WALL
WOOD FENCE.
SET'
SELF CLOSING
k-EXISTG,F)0AVP
SW NG OULATC SEL -LA TING,AEXIST'G GASMETER
i
F ELEC. METER
VALUATION CALCS.
EXISTING HABITABLE FLOOR AREA:
3,928 SO FT X $300 = S1,1 75,400
EXISTING GARAGE FLOOR AREA:
460 SO FT X $150 = $69,000
EXISTING VALUE:
$1,2".400
50%OF EXISTING VALUATION = $622,200
REMODEL EXISTING FLOOR AREA:
3,980 SO FT X $110 = $430,980
NEW FLOOR AREA (ADDITIONI:
62 SQ FT X $1 ]2.00 = $10,664
NEW GARAGE AREA (ADDITION):
O SQ FT X$80=$0
VALUE OF REMODEL & ADDITION = $441,649
SHEET INDEX
T NEE TE 1 ES
T-0.1 DRUM A EALTERATION N I
0I.1 G ERAL NOTES
GN-2 CAL GREEN NOTES
A.1 AS-BUILT/DEMO FIRST FLOOR PLAN
A-2 AS-BUILT/DEMO SECOND FLOOR PLAN
A-3 AS -BUILT ELEVATIONS
A-4 AS -BUILT ELEVATIONS
A-5 AS-BUILT/DEMO ROOF PLAN
ABS FIRST FLOOR PLAN
A-] SECOND FLOOR PLAN
A-8 EXTERIOR ELEVATION
A-9 EXTERIOR ELEVATION
A-9.1 EXTERIOR ELEVATIONS
A-10 BUILDING SECTIONS
A-11 FIRST FLOOR ELECTRICAL PLAN
A-12 SECOND FLOOR ELECTRICAL PLAN
A.13 FIRST FLOOR REFLECTED CEILING PLAN
A-14 SECOND FLOOR REFLECTED CEILING PLAN
A.15 INTERIOR ELEVATIONS
A-16 INTERIOR ELEVATIONS
Ad] ROOF PLAN
D-I ARCHITECTURAL DETAILS
D-2 ARCHITECTURAL DETAILS
D-3 ARCHITECTURAL DETAILS
D.4 ARCHITECTURAL DETAILS
D-5 ARCHITECTURAL DETAILS
SCH SCHEDULES
T-24.1 TITLE 24 ENERGY CALCULATIONS
T.24.2 TITLE 24 ENERGY CALCULATIONS
LEGAL OWNER
KRISSY IRWIN
20 CAPE ANDOVER
NEWPORT BEACH, CA 92"0
CONTACT: JEFF BENSON AT (949) 534-2724
LEGAL DESCRIPTION
MAPPING ID: LOT: 117 TRACT: 15012
A.P.N.: 117-803.29
COUNTY: ORANGE
CITY: NEWPORT BEACH
AREA: UPPER CASTAWAYS
SCOPE OF WORK
FULL REMODEL & MINOR ADDITION TO AN EXISTING
2-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED
2-CAR GARAGE INCLUDING REPLACEMENT OF ALL
DOORS AND WINDOWS PLUS ALL NEW EXTERIOR
FINISHES.
VICINITY MAP
SUBJECT '-
SITE -
DEFERRED SUBMITTALS
1. SOUND ATTENUATION DESIGN FOR HVAC
EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT
TO EXCEED 50 DBA (55 DBA WITH A TIMER; 65 DBA
WITH A TIMER AND NEIGHBOR'S CONSENT) PER
SECTION 10.26.04S OF THE NBMC. LOCATION OF
MEASUREMENTS TO BE AT ADJACENT PROPERTY
PATIO OR OPENING. PLANS MUST BE SUBMITTED
PRIOR TO THE INSTALLATION OF EQUIPMENT,
PLUMBING, AND ELECTRICAL SYSTEMS.
ALL DEFERRED SUBMITTALS TO BE REVIEWED BY
PROJECT ARCHITECT OR ENGINEER OF RECORD AND
CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR
APPROVAL BY THE CITY.
CONSULTANTS
SURVEYOR: GEOTECHNICAL ENGINEER:
ROM SURVEYING, INC. EGA CONSULTANTS, INC. '..
23016 LAKE FOREST DR, #409 375-C MONTE VISTA AVE.
LAGUNA HILLS, CA 92653 COSTA MESA, CA 92627
949) 858.2924 (949) 642.9309
INTERIOR DESIGN: STRUCTURAL ENGINEER:
SKOUT INTERIORS CORE STRUCTURE, INC.
1824 MONROVIA AVE, SUITE D 23172 PLAZA POINT DR., #145
COSTA MESA, CA 92627 LACUNA HILLS, CA 92653
ASHLEY@SHOPSKOUT.COM (949) 954-7243
T-24 ENERGY CALCULATIONS:
RICK MAURER TITLE 24 INC.
7544 E SADDLEHILL TRAIL
ORANGE, CA 92869
(714) 7)1-050]
NOTES
1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
BEFORE STARTING WORK. THE ARCHITECT OF RECORD
SHALL BE NOTIFIED OF ANY DISCREPANCY.
2. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
3. COUNTY/CITY GRADING ENGINEER SHALL BE CONTACTED,
PRIOR TO START OF GRADING, TO SCHEDULE A
PRE -GRADING MEETING.
4. REFER TO SOILS REPORT BY EGA CONSULTANTS, INC. FOR
GRADING REQUIREMENTS.
S. IT SHALL BE THE GENERAL CONTRACTOR'S
RESPONSIBILITY TO HAVE GRADING, COMPACTION, BACK
FILLING, FOOTING, AND UTILITY INSPECTIONS
COMPLETED PRIOR TO BEGINNING OF NEXT PHASE OF
CONSTRUCTION.
6- BD8ARCH JOB SIGN TO BE DISPLAYED ON
CONSTRUCTION FENCE.
]. REFER TO GRADING PLAN BY OTHERS FOR PRECISE
GRADING INFORMATION.
8. AT JOB CLOSE OUT THE GENERAL CONTRACTOR MUST
TEST ALL SITE DRAINAGE BY RUNNING WATER TEST.
GENERAL CONTRACTOR TO PROVIDE ARCHITECT A MEMO
THAT DRAINAGE IS PER PLANS, AND THAT ALL DRAINS
ARE OPERATIONAL.
9. A SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING
OR STRUCTURE, I.E. FENCE WALLS, RETAINING WALLS,
SWIMMING POOLS, & SPAS.
10. DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT
ARCHITECT PRIOR TO SUBMITTAL.
II. GENERAL CONTRACTOR SHALL CONTACT DIGALERT (CALL
811) PRIOR TO ANY DIGGING.
12. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS
DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING.
CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.
13. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR
ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.
14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT
INSPECTION IS REQUIRED BEFORE THE BUILDING
DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME
OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF
THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING
THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB
AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE
REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES
INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW
I -INCH WATER SERVICE, WATER METER BOX, SEWER
LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE
REQUIRED. 100%OF THE COST SHALL BE BORNE BY THE
HATCH KEY
PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND
14.08.030). SAID DETERMINATION AND THE EXTENT OF
THE REPAIR WORK SHALL BE MADE AT THE DISCRETION a
EXISTING NEW FLOOR
OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS
BUILDING AREA - 1ST
RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY
FOOTPRINT TO FLOOR
AT ALL TIMES DURING THE CONSTRUCTION PROJECT A
REMAIN
STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR
UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY
NEW FLOOR
15. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL
AREA -2ND
NONSTANDARD IMPROVEMENTS WITHIN THE PUBLIC
FLOOR
RIGHT OF WAY- ALL NONSTANDARD IMPROVEMENTS -
SMALL COMPLY WITH CITY COUNCIL POLICY L-fi.
1
1
TS-f TOPOGRAPHIC SURVEY
16. ALL WORK RELATEO TO WATER IN THE PUBLIC
RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34
DESIGN DATA
I I
LICENSED PIPELINE CONTRACTOR OR AN A LICENSED
ENGINEERING CONTRACTOR.
IEI
GENERAL
FS -A'I
17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC $
RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42
CITY: NEWPORT BEACH USE: SFD N EXISTING NO.CONFORMITIES:
1
1.
BUILDING SETBACK,
LICENSED SANITATION SEWER CONTRACTOR OR . A
LICENSED GENERAL ENGINEERING CONTRACTOR. -
!
ZONE: PC43 UPPER
CONSTRUCTION TYPE: VB
SUBJECT TO THE
A
8. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION 0.DATE
J
CASTAWAYS
PROVISIONS OF THE
PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF
_ __
OCCUPANCY:
R3/U
NBMC SECTION 21.38.060
THE PERMIT FOR ALL PERMITS ISSUED AFTER JUNE 01,
CODE: 2022 CRC, 2022,
2.
INTERIOR CLEAR
2019 AS REQUIRED BY H.B.M.C. SECTION 15.02.095. -
CSC, 2022, CPC,
SETBACK (MEASURED FROM FACE OF FINISH ;
DIMENSIONS OF THE
13. REFER TO LANDSCAPE PLANS BY OTHERS.
2022 CEC, 2022
FROM
•.
GARAGE, SUBJECT TO
19. THERE SMALL BE NO FACILITIES USED FOR FOOD a
PREPARATION WITHIN OR BE USED FOR RESIDENTIAL
CMG, 2022 BEES,
SIDES
NBMC SECTION 21.38.040
PURPOSES SEPARATELY OR INDEPENDENTLY FROM
2022 CGBSC, CH.
REAR.
IOTA' I
OCCUPANTS OF THE PRINCIPAL STRUCTURE.
15 NBMC
20. FENCES, HEDGES, WALLS, RETAINING WALLS,
MAXIMUM HEIGHT:
2W (FLAT ROOFS)/
GUARDRAILS, AND HANDRAILS OR ANY COMBINATION
29' (SLOPED ROOFS)
THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING -
GRADE BEFORE CONSTRUCTION WITHIN THE REQUIRED
PROJECT DATA
'SITE COVERAGE TOTAS LISTED BELOW INCLUDE ALL COVERED PATIOS
FRISETBACKRED
COVERED ENTRYWAYS`BALCONIES,
EAVES & ROOF OVERHANGS
21. A PAD IS REQUITO(S)UPPORT THE AC UNITS 3"
MINIMUM ABOVE THE SURROUNDING FINISH
UM
(I I OS.2 CMC). -
i
LOT SIZE: ],56].3 SO. FT. PROPOSED REHABILITATED/ NEW Q 0 SQ. iT. = 0%J23.
LANDSCAPING:
MEANS FOR INTERRUPTING THE ELECTRICAL SUPPLY TO =
BUILDABLE AREA:
5,301.4 SO. FT.
THE AIR CONDITIONING EQUIPMENT SHALL BE PROVIDED I
WITHIN SIGHT OF AND NOT OVER 50 FT. FROM THE
EXISTING SITE COVERAGE•:3 081.8 SQ. FT 40.7%
PROPOSED SITE COVERAGE':
3,357.1 SQ. FT. 44.4%
AIR -CONDITIONER 903.2.] CMC .
1
'----_- .__
NOSE SHEERFLOW SHALL BE FITTED WITH A NON.REMOVABLE
--_---BACK-FLOW
REVILE CPC).
"'---_._
EXISTING 1ST FLOOR:
SO. FT.
PROPOSED 1ST FLOOR:
2,216 SO. FT. (+5] SQ. FTJ
OR PLA
REFER TO FIRST FLOOR PLAN, A-6, FOR POOL BARRIEREXISTING
2ND FLOOR:
1,759
1 ]59 SQ. FT.
PROPOSED 2ND FLOOR:
1 ]69 Sp. FTNOTES.
';
25. DO NOT SCALE DRAWINGS.
ESTABLISHED GRADE
EXISTING HABITABLE AREA: 3,918 SQ. BID PROPOSED HABITABLE AREA: 3,980 SO. FT. (+62 SO. FT.)
JEFFREY JAMES BENSON IS THE D.P.I.R.C. - THE REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE
80J6'
AS 24
EXISTING GARAGE:
460 SQ. FT.
PROPOSED GARAGE:
460 SO. FT. 1+0 SQ. FTJ
RESPONSIBLE FOR REVIEWING AND COORDINATING
EXISTING TOTAL STRUCTURE:
4,378 SQ. FT.
PROPOSED TOTAL STRUCTURE:
4,440 SQ. FT. (+62 Sp. FT. •
80,99
SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING
80 06' `ESTABLSHED GRADE =
1
PHASED AND DEFERRED SUBMITTAL ITEMS, FOR
-3SS6S' _J5' / 4 = 80. 1'
' NEW ADDITION = 1.4%OF EXISTING GROSS FLOOR AREA = "M; THEREFORE, COMPLIES WITH CDP EXEMPTION
COMPATIBILITY WITH THE DESIGN OF THE BUILDING.
I DATE I
REVISION vc conxalrs
I�I;aW�
REVISION.
REVISION
REVISION'.
1'-9"
o s.
EAT
ON SLIDE
BAF
1 s-I"
I
RAIN DISF
SHOWS
HEAD A
LIE
I
1
1
I
El
5-42"
PRIMARY WIC
DRESSER
HALL 2
]'-1 I"CLG.
FULL LENGTH m
MIRROR
e
lowipiW-mda
Be_
WINDOW
DS. �y,
��
SEAT
II
cl 1
1
PRIMARY
I
1
®
BEDROOM
T
IV�j
TVA
OLEM�IACON
OLEIIIn'''
1�2
1I
IY IYI
II DRESSE
Ds.
—LOWER LINEN BEDROOM
11
5,-& a > x
2 N w0
,A -
r - 1
� lol 'll��///d'�I
-.
BEDROOM 3
9
IREFER TO ATTACHED DETAIL
1 SHOWING ASSEMBLY FOR
SECOND FLOOR EGRESS OVER
METAL ROOFING FINISH
WALL LEGEND
EXISTING WALL
TO REMAIN
EXISTING WALL
TO BE DEMOLISHED
NEW WALLANFILL
FLOOR PLAN LEGEND
NEW HABITABLE
AREA
NEW ROOF
STRUCTURE
NEW ROOFAREA
W/ ADDITIONAL
FIRE PROTECTION
(SEE NOTE A3)
I]
WINDOW TAG:
REFER TO WINDOW
SCHEDULE. SCH
DOOR TAG
O'
REFER TO DOOR
SCHEDULE, SCH
NOTES:
I.
REFER TO FIRST FLOOR PLAN, A-6, FOR DIRECT -VENT
GAS FIREPLACE APPLIANCE NOTES
2. REFER TO ROOF PLAN, A-17 FOR ROOF PLAN NOTES A
ATTIC VENT CALCULATIONS.
3. ROOF AREAS THAT WILL RECEIVE AN ADDITIONAL SIB'
THICK LAYER OF DENSDECKO PRIME ROOF BOARD
SHEATHING PANELS INSTALLED OVER THE ROOF
ASSEMBLY$ PLYWOOD SHEATHING.
4. REFER TO THE EXTERIOR FINISH SPECIFICATIONS ON
SHE" A-B FOR THE CUSS'A' ROOF ASSEMBLY
SPECIFICATIONS.
-
N WIC37
�oj
BATH O
rl
1
1
-104
3 104'
11D
1
g
1 I
D..
��� 4�/
Ii lllll
N
"�
'-
O
•
1
I I
REFER TO ATTACHED DETAIL
SHOWING ASSEMBLY FOR
OFFICE
O
❑.
D S.
1
I
SECOND FLOOR EGRESS OVER
_ ----
6
o-3.
D.S.
I
o-z
I
1
1
TYPICAL ROOFING FINISH
4 ,]��
B ' BS
lib
�� I
a
I
I
3._2..
2'-1D'
3'-1.
"16
1,
1
1
Q-'�
6Z
T-6
I
15'-0"
1
I I
DIMENSIONED TRAVEL D6TANCE OVER 6
I THE ROOFING ASSEMBLY FOR EGRESS
1
SLOPE =
1 FROM WINDOW'PI' 3) 65
e
5:12 (TY;.)
i
1
(BEDROOM
I
I
®
II
I:
I
E1:I
1
1
❑
1
_
UI
1
I
I o-1
I 1
o-1
®
II
IE)42'
2
C
OUTLINE OF AMC
REFER
VENTILATION
VENTILATION
= i
o>
I
1
1
1
SAVE A -I
TO
TO
CALCULATIONS
r
w_w?
1 �
O.H.
O
I
SS' SLOPE- I
1
OUTLINE OF FIRST
I
I
1
(
1
I s
1
FLOOR BELOW
OUTLINE OF A71C
I
I PemEc Nor
AREA-1 BELOW, REFER
TO VENTILATION
I
1 N
DS..
__���� ���_7�_�_�����e
CALCULATIONS
-
iSECOND FLOOR PLAN
SCALE:
DATE:
REVISION: N�i°�
1 nnumn
REVISION:
REVISION:
REVISION:
JOB S: 23-M
EN, RIZ5
1112124
I /
I
I
I
1
I
I
I
I
I
L
I
I
A J
n.9111111119111111
nlanonnm`
IOIIIIII\mO1H1111mw
�\\n1•1U. pf1eO11el1111e�1p11111r1111. 11�11p�1I•11n1a1- 1reI1•n1'e11nr1s1111�1Id•.�51•111+.r11Oa1'1•1e1:•n-II1-In\-I1-I-11O-•\11e11n11•1e111I1n1eO11e111e�1e11\.1eh1
11l10.e•11:
f111Or•' I.11..1
em1•_
11
11n11k1•
I�nINNER U1�11�111On111n11g11
1ON1
n•.0
1�1..111111111111111111�111•-
111111111111111111111111111111r..
_ i 111n11111On1111n11/000IIIIIO r
• ,fir nnn � �� , rnr111r11nr111rnnr1O111nr11n11�11N1`.,
e"� ®I�I� I■■ �QI I i � la�f�11 R W �� Ali
rr� I
IGinnlnnnnln�l _�
I� "••�"•••� �1\'Ti��`I■I �nniinininiriiii�inioiiii wl! .•tl1111111111O101104�.
LN
WIN
a= \ � z I FIRST FLOORyr.�.._;a '�L. t��.r�..I F.F.=8130' I .. -
-.. a--c T-: '�r.- _—__
RR=809J' j - 5 - y <-� m-- - EST. GRADE=
80,511
GARAGE OR, COURTYARD GATE, AND
SHUTTERS TO BE WESTERN RED CEDAR WITH A
EXTERIOR FINISH SPECIFICATIONS:
O
EXTERIOR SIDING: 9
s
AND
i
HARDIESIDING ARTTO
AN SHIPAINTED
SIDING OVER II LAYER DUPONSHERWI
_K
K LINES
TOP WILLIAMS.YVEKOM FINAL
SIDING O O MATCH g
i BE PAIPROV HEOW WHITE BY SH ERWINWILLIIO FINAL
Ai FACE
BY
COLOR i0 8E APPROVED BY HOMEOWNER PRIOR TO FULL APPLICATION. g
RAGE
-
O
EXTERIOR TRIM & DETAILING: i
S
EXTERIOR DOOR & WINDOW SURROUNDS, COLUMNS, WALL CAPS, FASCIA
BOARDS. RAFTER TAILS, AND CORNER TRIM SHALL BE PAINTED TO MATCH
THE EXTERIOR SIDING. 3
3
—
EXTERIOR DOORS & WINDOWS: ?
O
0
NEW EXTERIOR WINDOWS AND SWING DOORS TO BE STTELINE SERIES BY a
JELD-WEN. COLOR TO BE CHESTNUT BRONZE.MULTI-SLIDE DOOR &BI-FOLD
_ o
rE
WINDOW TO BE ALUMINUM CLAD BY LA CANTINA. COLOR TO MATCH q
CHESTNUT BRONZE.
pp
OBRICK
VENEER:
g
TUMBLED MASONRY VENEER WITH A WHITE -WASHED FINISH. BRICK & GROUT 9
t IE
COLOR TO MATCH 'EIDER WHITEBY SHERWIN WILLIAMS. A VENEER PATTERN&
F 0
GROUT COLOR MOCK-UP TO BE APPROVED BY OWNER PRIOR TO FULL s
i
APPLICATION. j
METAL ROOFING: i
x
a
MEAL. STANDING SEAM ROOF TO BE PAC-CLAOL SNAP -CLAD SYSTEM
-
IESRii]3. UL CLASS A, LATER TO ANSI/NIL J90I. COLOR�ITE. i
1
y
O
ROORNG: £
�
NEW ROOF FIN6H FOR PROPOSED ROOF AREAS i0 BE CIASS'A' CeDUR ps
SYMHEIIC ROOHNGSHAKE INSTALLED WITH STRAIGHT COURSES. THE COLOR
SHALL BE SHILOH.INSTALLATON OF THE A80VE SHALL BE IN ACCORDANCE WRH 3
THE MANUFACTURE'S SPECIFICATIONS. SEE ALSO ICC-FSR-3838.
OGUTTERSBDOWNSPOUTS:
GUTTERS TO BE A S" ALUMINUM HALF -ROUND STYLE. DOWNSPOUTS TO BE A
3" PLAIN ROUND PROFILE. THE PAINTED KYNAR FINISH SHALL BE WHITE TO
MATCH THE TRIM & DETAINING.
OSHINGLED
SIDING:
SHINGLES TO BE I6' NUCEDAR SHINGLES. COLOR TO BE"WORLD GRAY."
tSSOUTH ELEVATION SCALE: 1/4"=1'-0-
___________________ _______ _____________ _-
12
----------------------------
r, \
51111M
EXTERIOR ELEVATION NOTES:
1. REMOVE EXISTING FINISHED ROOF MATERIAL & UNDER -LAYER, REPLACE EXISTING
FLASHING AS -NEEDED, & RE -ROOF ALL ROOF AREAS PER SPEC ABOVE.
2. NEW EXTERIOR WINDOWS AND DOORS SHALL BE INSTALLED IN ALL LOCATIONS.
ss R
I
I I
I
I I
I
EST. GRADE= 1
80.51 1
tWEST ELEVATION SALE: 1/4•=1'_0'
DATE:
REVISION:
REVISION:
REVISION:
REVISION:
JOB #: 23-0 6
0 ' '_
�w
REN. 9 25
N 1I03/24
C
FO^ CA`SFO
Q� O
R S.B.
I
I
I I
I Q
I
L
I I
I TO PLi_____
I 1r
Lo2u
I �
I I
I
I
I ro
I I
SECOND -16-3FLOOR
91.3'
I I
I
I w
I
I
I I- FIRST FLOOR h' ENTRY
I 1� F.F.=81 J2'
I --
I FF -Al
lII'mII«
EST. GRADE =
W.51
EXTERIOR ELEVATION NOTES:
1. REMOVE EXISTING FINISHED ROOF MATERIAL & UNDER -LAYER. REPLACE
EXISTING FLASHING AS -NEEDED, & RE -ROOF ALL ROOF AREAS PER
SPECIFICATIONS ON SHEET A-8.
2. NEW EXTERIOR WINDOWS AND DOORS SHALL BE INSTALLED IN ALL
LOCATIONS.
3. REFER TO SHEET A-8 FOR THE EXTERIOR FINISH SPECIFICATIONS/NOTES.
tSOUTH COURTYARD ELEVATION SCALE: 1/4"=1'-0
i
MAN
ItEAST COURTYARD ELEVATION SCALE: 1/4'-1-0
---------------------------------------
________ __________________________
T.O.PLT.
O
b _ 6
O
Rl
SECOND FLOOR f
—_—
� F.F. = 91.63'
- x
- 1
x
1 (T
FIRST FLOOR
F_.=81J2
'�- FIRST FLOOR
5 m EF.=8130'
—
EA. GRAD'-'
8051
tWEST COURTYARD ELEVATION SCALE: 1/4"=1'-0"
DATE.
REVISION:
REVISION:
REVISION:
REVISION.
IJOB k'. 23-026
R S.B. SB
pp�qq
1 o-1 IR a V
a i 5
1 I 51
' rl I o-I 12 _ lil I
L- -----
LL N 1 T.O.PLL_ F- e D O LS
O LL 1 __ _ —}
r
p I K
G I I u 9 ❑ - 2
4
D ❑ 4J EXTERIOR ELEVATION NOTES:
0 I d I 1. REMOVE EXISTING FINISHED ROOF MATERIAL B UNDER LAYER, REPLACEB
i f LOOR _ _ _ _ _
i F.F.=91SECOND F63 I EXISTING FLASHING AS-NEEDED.&RE-ROOF ALL ROOF AREAS PER a
q _ SPECIFICATIONS SHEET
- -- - - - I 2 NEW EXTERIOR WINDOWS AND
DOORS SHALL BE INSTALLED IN ALL N
02 LOCATION$. 5 m
II a m
o-J3. REFER TO SHEET A-8 FOR THE EXTERIOR FINISH SPECIFlCATIONS/NOTES. § O2
_ E m .� a
j m 218
FIRSTFLOOR D3 I
F.F.=81.3
EST. GRADE= l0 5 _______________ __ I 5 �•
1 80.61 oa I D-2 l5S J o-2
THE SHADED ROOF AREAS WILL HAVE AN ADDITIONAL I •
LAYER OF 5/&'THICK LAYER OF DENS DECKS PRIME ROOF
BOARD SHEATHING PANELS INSTALLED OVER THE ROOF
ASSEMBLY'S PLYWOOD SHEATHING n
tNORTH ELEVATION SCALP: 1/4' -0'
f
R
I S.B. a
- C
61
6 L�
Li 6 2 - 8
6 . j
-- --_ --_._ ________________________________________________________- 9, O
w ' 12 I
i.O.PLT. _ _
O I 1 .. ._ £
__.
z -- a ID 9 I §
p m I a . -- =s 0 ❑
o-J __ __ I❑'
❑ o
- E
_ IP-02' I III 5112 �I C _ — & _2. ..—._Da< a
O I SECOND FLOOR
J FF-91, I,- 1
o I I
w
c°�i x 1 III iI III III.If - - _ _ - _ ]'2�21" L I �
i
DATE:
FIRST FLOOR _)— _ _ _`1_ _ _ - J I REVISION:
FF=81 30' - 2
1 EST. GRADE= I� ^a) IL(^') --- ---- ------------ --IL �-^'-,
________ _ ________ _---J REVISION:
1 80.51 V V 8 d I 9 s I V I 5 m a § REVISION:
o-z os o-z o-a `
JOB #: ZT026
THE SHADED ROOF AREAS WILL HAVE AN ADDITIONAL I THE SHADED ROOF AREAS WILL HAVE AN ADDITIONAL 1
LAYEROF5/8' THICK LAYER OF DENSDECK® PRIME ROOF LAYER OF 5/B' THICK LAYER OF DENSDECKO PRIME ROOF
BOARD SHEATHING PANELS INSTALLED OVER THE ROOF BOARD SHEATHING PANELS INSTALLED OVER THE ROOF g0 ARO ASSEMBLY'S PLYWOOD SHEATHING ASSEMBLY'S PLYWOOD SHEATHING
iEAST ELEVATION a PEN. 925
N9T t103/24 F2
a FDF ��YFO
i
e �
O Qog
SB
I
6I
I
I
I
R30 BATT I
INSULATION Al I
AIDC CONDITIONS I
I
_______________________ % `
I
12
_____- -----------
I
I 6
I o-1
_ T
I
R-21 II@2`N OR R-15
�2x4� BA7INSULATION
II gag _
-
f ATALLNEW OR NEWLY
R-21 1 OR R-15
(42x418AT1' INSULATION
`G
OPENED INTERIOR
AT ALLL NEW OR NEWLY
O
WAILS
OPENED EXTERIOR
----`i
WALLS
LL2
BEDROOM2
I
_
SECOND I
q
R-30 BATT INSULATION
p.g
I
AT FLOORS
I
LIVING ROOM
-
DINING
I
I
_
-
1
0
I
IRSTI
F.F. _
I��•
-------------------------------------------------
EST. OF
b
DOOR _
9I-
DOOR
81 30
I I
tSECTION A SCALE: 1/4.=1._D.
kS------------------------------------------
I
TOmPUj.
I
� I 1
I t
F =
I
I
' I T __
p61
8 DR,
- i s I �' lz '
J
SECOND FLOOR
_ —_
, F.F.=91.63' I �—_—_— \
LSECTION B SCALE: 1W=1'o'
----------------------------------
R-30 BAR
-INSULATION AT
ATTIC CONDITIONS
\12
�5
0 0
LL
E
x
O
Lid
R-W BATT INSULATION0.3u
AT FLOORS
b_ GARAGE POWDE HALL I DINING KITCHEN p-3 PgilO N
-.._i R-2I IC�2x61 oRR-I5
H�^s 2x4 SA4 INSULATION
AT ALIL NEW OR NEWLY
FIRST FLOOR OPENED EXTERIOR
_ _ _ _ _ _ ---WALLS
-- —
______________________________ _ EST. GRADE=
80.51'
I
ILSECTION C SCALE: 1/4'=1'-0-
WIC 2 M BEDROOM 2
PRIMARY BEDROOM
lapi
cQ
UQ
Q
moo
m�
DATE
REVISION:
REVISION:
REVISION:
REVISION:
JOB #:: 23-026-026�
_c/ O Aa
y R�2�N9AR
7
5
DATE
REVISION:
REVISION:
REVISION:
REVISION:
JOB #:: 23-026-026�
_c/ O Aa
y R�2�N9AR
7
5
U�UYEX INGRIHIFLD
PA I IS VALLEY
MSHING
V
DERUYMENT'.1
GAF UDI 2U531
°
c�
FINISHED ROOFING MATERIAL
PER EXTERIOR FINISH SPECS
2rl I�
d
SIDING, SEE pEIAILe
p-2
HNISHIM ROOFING
MRESPE PER NS TIFFS
FINISX SPECS ON SHEET
FINISHED ROOFING MATERIAL
pER E%1FRIOR FINISX SPECS ON
ON SHEET APRANp e
3
HIP OR RIDGE
CAP
B
I1 I111
PLYWOOD
SIPRTER STRIP
AA AND PER EOTAII
PLYWOODSHEATHINGPER
SIRVCNRALPUN$
SMEEf A-B
2'RE}AINFR STRIP
SHEn}HirvG PER
STRUCTURAL
F 160Z COPPER Z' BAR
HASH IN GANp COUNTER
y
D2
IS. UNROOFING
CONTINUOUS SHOCKING
]VTFEIR ROOMING
VNDERUY ENT
SEALANT III DYER
CLIP WITH NEREASHIEUT
y O
PUNS
RgSHN MATCH
SlAN011:G3EAM ROOFING
UNDERLAYMEUT
fOTHEUNDERSIDEOFTHE
ROOFSIFAT. HDO
FASTENERS VNDERUYMENi'
pwlSnEp ROOFNG MATERIAL
ER EMERIOR FlNISH
p
'I11I
d
BY GAF ESA-X ECK
SPECIFICATIOUS ON SHIFT Al
{
3
['TYPE%'GYPSUM
BOPRDW/TYPES
FINISHED ROOFING
\
ANELCVP ImlN 2I
SCREWEDTO ROOf
]Op FELT
's
luti ciJ L�
FINISH. V.N O.
Mq}ERIgL PER EXTERIOR
FINISH SPECS ON SHEE"
\
\
QMIN, 12'O1
ROOFING
9
INTO FE'.TROOHNG
'y
G
mooAB
ANO PER DETAIL
Id OZ.COPPERD-
?
UNDFRUYMENT
INSULATION PER
SECTION NOTE$
VNJERUYM£Ni
g
o- 2
DOE)\
EDGE FLASHING
EM
IL nnn IL
li
St STUD WALLFRALVINALPLA
COPPER GJTAR W/
PLYWOOD SHEATHING
PERSTRUCTURAL PLAN
Ir' uu1
n
PER STRUCTURAL PUNS
IINUxER VERSASHIELD
�`
WOWROMOVABzEGUrtER
\
\ I1 DERIAYMENP BT
SCREEN. LOCATE
ED SIN L GATELAIR
E
d
GAF PUTSCARPRg
UN
`q
300 OUROWIING
6
G
UNDERLAYMENT
INSUUPON P£R
SECTION NOTES
2%I FASCIA
BOARD &TRIM
\
R21 V2A5 OR RIS
PLYWOOD SEAMING
/
/
REGARAMP�
2
N2=<1 BPIi INSVLAPON
pER SiRVCNRALPUNS
R-21 OW)ORR-15
\
STRUCTURAL
B
uNl uuI
'@.II SATTINSEUTION
/
INSVLATION PER$FCOIOESN `
�
cs
INS MD%
PLYWOOD SLEAZING PER
���///
L
I[
RODE FRAMING
az'OARD'GYPSUM
/
/ 2C6 TRIM It LIST
GRACE ICE bWATER SHVALLEY
STRUCTURAL PLANS
��///
` ROOF FRAMING
�
m
RINI :CNRAL
PUNS
BOARDS/TYPES
RNI$H. U�ND,
PERP
NOTCX
UNDERNEATH VALLEY
BASHING
FINS UCNRAL
PLAN$
PI
SIDING PER EX}. HEV, SPEC ON
ROOF FRAMING PER
/ALLEY BEAM PER
STRUCTURAL 11.
J///
TNT FINISH WHERE
e
1%WALL FRAMING
PERSIRUCTVRAL
PUNS
SHEEP AB AND PER DETAIL
6
LYWOOp SHEATHING
STRUCTURAL PUNS
OCCURS PER RCP
PER STRUCTURAL PLANS
IM.iINISHWHERE
Q
occuRS PER acP:
3
m
o
a o e
3
10 ROOF TO WALL(HAVE(- SIDINGiO STANDING SEAM
OROOF EAVE- STANDING SEAM TO SIDING
O VALLEY AT SHINGLE TO STANDING SEAM
O1 TYP. ROOF RIDGE/HIP
2
TO
IS
0
PO
SCALE:1-1/T'=I'l
SCALE-/Z'=1'-0"
SCALE :I-1/T'=1'-0
SCALE-I/2"=1'II'
6
m
9
TO
LAYER WERMSNIELp
Y
LII
NDERUYMENP BY
ENISHEDROOFING
PLTWOODSHEATHINGPER
4
OAFURICH
MATERIAL PER EXTERIOR
STRVCNRALPUNS
�.
FIMAZIREAROOFING
FAwIS? SPECS ON SHEFi
8
PERFORATEDFLASHING
LEGS
'N
lHNISH E
ECRIDGE
UFAUN} CVER}ICN
UNDER R'closVRE
.
PLYWOOD
SHUTHINGPER
SIDING. 6
SEE pEfAIL'.�
SPECS NSTEELMFU1SWre
pAAND PER DETAIL
BLIANDER DVAIL,T
3
PER
STRUCOD TURAL PLANS
]Ut. ELT ROOFING
VNJERLATMFM
COMINVOVS BLOCXING
TOFILE OFME
vEMmSHING
PUSHING
1/B'POP RIVE!
og
.
STRUCpJARAL
p2
]U%FFl}UROOFING
CONTINUOUS
COMM1UOVS BLOCKING
RDOFSHEATXING
WSPEAHING
T'CL05URE
C
,.
PLAN
Id OZ COPPER 2 BAR
\
UNDER ENi
}OTHE UNDERSIDE OF I'.iE
ROOF SHEAMNG
IASTELR
YERMENT
NPWIM FPSTENERS
's
g
gq$HING AND
eNELC LIP'MIN, 2j
BY
VNDERUYMENi BY
GAF ESR-2D53)
FINISHE➢ROWFUSNATERIAL
k
CARD 11
BOAANfK
COVNLER PUSHING
\\\
SCREW;D }[}ROOz
160Z. COPPER DRIP
PER K".IERIOR FINISH, SPECS ON
t
VNO
F
HWSHEA RODE
'MIN, Z"OC.
\\
EDGE FLASHING
EPA FELT ROOFING
'CERUYMENT
SHEEFASANO 3
5I
To MATERIAL PER EMERIOR
I5 GZ, COPPER DRIP
RINISH SPECSON$HF£T
A8
EDGE PING
LMEIRmWE/
REMOVABLE
SCREEN; LOCATE
\
PLYWOODSHEAMI
E
2C SlUD WALL
COPPER GED W/
PER
N
PER S}RUCURALPUN
TI
FTURALR
UNDER.TROOFlNG
L VNDERUYm
\ REMOVABLE GIRTHS
PIWNSPOIR
1,AN
��
\
3
�JI I
APERD
STRUCTURAL PUNS
- �� SA
PLYW00CTURALHING
SCREENLOCATE
DOWNSPOU}PER
6
PER STRUCTURAL PLAUS
PLAN
INSULATIONPERS
2%1
F
a
SECTION HOMES
&T
BOARDRDBiRIM
INSULATION PER
2S6 FASCIA
E
SECLION NOiEi
BOARD biRIM
(W2^6i
L
R21 I®PM1 OR RI
ROOFFRAMING
®BAR) LEMON
( BAR) NSUU➢ON
6
OAT BALL INSUUDON
PERSIRUCURAL
PWJS
R-]I PGAA.I R-IS
INISM)BARINSVUDON
/
i'OARUWmSUM
/ 311MDS
PERPU[✓
i
°
/ ]/d'MpX
BOARDS/TYPES
j'ME%'GYPSUM
BOARD
/ /
EPPLALA`
FINISH, UxO.
FlNISH, II.ND.
.,UNTO
L%WALL FRAMING
STONE VENEER O/STUCCO 5
BIWOODSHPERDESAIL
2XWALL ERSTRU TUR
PER STRUCTURAL
PUNS
STONEVENEfl20/ e5
SNCCOBROWNCOAi 0-2
PER DEfAR:
PER STRU TLEALAND
PER SIRVCFINS
ISECTOR NOTES
SECTION NO}Et
PER S}RVC}URAL
PUNS
6
PLOW OOOSHFAIHING
PUN$
IM. KNISH WHERE
OCNRS PER RCP$
g
VVV
PER STRUCTURAL PLAINS
PLYWOW ING
PER STRVCRAL PUNS
STRUCTURAL P
q
z
�
n n n
u
11 ROOFTOWALL(SAVE( - SIDING TO SHINGLES SCALE-42'=1w"
ROOFEkVE- STANDING
SEAM TO BRICK
;GALE LVT'=1'-0"
TYP' SAVE AT BRICK VENEER
SCALE I-t/2'=1'-0'
RIDGE/HIP AT STANDING SEAM
SCALE, 1-1/T=1'{Y'
v
n�
spE<s
w0op zpwGND
FME,E¢HED ROOFING
PLYwoop PER
E
g
111�I 1�
PER FECAL,
ON SHEET A6 AND PER DE}AIL�
6
FINISHED ROOTING MATERIAL
PER EXTERIOR FINISH SPECS
TERIAL'FSNERIOR
SPECS ON SHEK
LSEAMING
STRUCTURAL PUNS
ON SHEET A 6
AANISH
A
a
PLYWOOD SXFATXING PER SI R'JCNRAt
pp FELT ROOFING
]U%FEL}ROOFING
CONTINUOVS BLOCKING
EENLSHED ROOFING MATERIAL
16 OF COPPER
PUNS
VNpERUYMBJT
PLYWOODSHEAMING OVER ROOF
UNDERLAYMFNT
}0}HE UNDERSIDE OF ME
PFR EXTERIOR FINISH SPECS ON
VMLEYMSHING
5
ZBAR FLASHING AND COUNTER
FRAMING PER STRUCTURAL NOTES
ROLE SXEAIXING
IFIC A-6
0
I
FVSHINGTO MACH STANDING SUM
,WM FER ROOFING
-
PLYWOOD SHEATHING PER
METAL PANEL
UNDERtATMENi
SIRECTURALPUNS
16M COPPER
0.PSwNG WC
-
VI FEII ROOFNG UNDERPAYMENT
— —
DRIP EDGE
1602. COPPER DRIP
e
z
�
PAGERIMPInG
IS
m
DATE'.
\ COPPER GLLER W/
HNISXFp ROOFING MATERIAL E%LERIOR
1
REMOVABLE GLARES
EAST SCREFJ: LOCALE
t
REVISION'
FINISH SPECS ON SHEET A-0
\
pINNspOFF PER
s
REVISION:
ROUCTLIAIHINOPER
PARS20P
PUN
$1RVCPJRAL MNS
RD
BARGE BOARD
REVISION:
'
-
CONTINUOUS FlREBLOD
IrvSULARON PER
SECTLETHWO
2XI FASCIA
BOARD&TRIM
`�
INSULATION PER SECTION
NOTES
LEEING
BETWEEN LOP PUi AND ME
UNDERSDE OF ROOFSI EATFING
REVISION_
INSVUDONPER
SECPOry NOTES
PERPIAN
R-211QTT
OAT
`\\
TDB #: '23-0'lfi
ROOF FRAMING PER S}RVCNRAL
R 21 02(I R-IS
PLYWOOD PER
NS
<gd0AR IN5VzAlION
/
/
`
�T
PU'�
1®III BAR
SfRUC}URAIPUNS
J/d Mp%
INSVUMJN PER SECTION
R 21 LAW)OR R-15 LWMj BAN
INSULATION
{'TYPE%'GYPSUM / ORB TRIM W/I/T'
90ARD W/TYPES /ESP
NOTES
INSUTAPON
iyBCD%'GYPSUM
SIDING PER OF ELES SPEC ON
RNISFI.UNO.
NOTCH
VALLEY BEAM PER
ROAR[W/ttPES
FNLSH.LLNO.
SNFFIA2 AND PER pEfAIL
q
61
2%WALL FRAMING
SIOINGPE 11 ILI SPEC
SXEF Al AND pER DF1A1L:e
GRACE ICE& WATERSHIELD M
VNDEXUEPTX VALLEY
HASHING
STRUCTURAL PUNS
I
(y yIPMES J
PER ITRi JCPUNS
u
B
2%SND WALL
PLYWOODSNEAMING 62
ROOFER HGPER
AT FINISH WHERE
n
FRAMING PER
PER STRUCTURAL PLANS
STRUCTURAL PLANS
OCCURS PER SOFT
KEN. 9/28
SIRVCNRAIPUNS
£
N C
LA
2%S,UDwALLLANS GPpt
STaucuRALpuns
V16/ZJ c�
FOF CA�SF
2
0 ROOF TO WALL(RAKE( -SIDING TO SHINGLES SCALE. L1/2'=1'-C
O ROOF RAKE
SCAE1Ud'=1 A-
(D TUSK, ROOF EAVE AT SIDING
SCALE bI/T'=P-P
O TYP'VALLE)`
SCALE: 1-112"=1
n4
REFER iO CBC TABLE
-�j�
]ZI.13.IiEMV IS-13
�
e
CS
vSrvEER zfR pfraL az
LU1R
STUCCO SYSTEM PER DETAIL'.
PLYWOOOSHFgTHINGPH
C0 i"MIN, STUCCO.
3'/a
VJ
SFUCNRALPUN$
1.21 IS', OR R-I'M, BAR
SCRAHCHOPT. BROWN COAT
ND FIN6H C.
II11 �n IIII
NSUUIIONWHEREOCCURS
N
y
nnannon
ILL. IRUUIF
ITT
PER SCH.
2% WALL FRAMING PER SiRUCIVRAL
moo
PUNS
IAYers caaDF'D' BUILDING
MIN ISG CLEARANCE i0
PLYW000
BRCFVENEERO/
BROWNCOAI
PAPER
LOVE
,C
Ib Ot.COPPER
,,ACNE
SEE pEIAIL
AT INNER DYER
RIE AT INNER
STUCCO SCREAD
e5
2
N^�
LS `-�
2'mIrvIMUm TO FlNISHEDSURFACE
2%wOOp SNOS@Ib"OC.
\
O
Sc Q O
O' MINIMUMT. F H NI S GRADE
5IX'AM
_
inL1S
R-21 @2xb1 OR R-IS
IUSRVSUIION
�RI
a
O1l
E
U
7 O
-
EYWOIGNINNILAN
FFre
/10 Opp
UV IuL�Suj1
siRUCfuRALPUNS
-
EXPANDED DIAMOND MEIALUT4
"
FlNISIT .GRADE
d
SIDING. SEE pEiAIL O2
£
LoS
1211a•Lb ORR-IS
@2xd DA HIRINGN
SHEATHING PER STRUCTURAL NOTES
¢,
FOUNDATONPERCANDA00NPUN
2X WALL FRAMING PER
0
STRUCTURAL PUNSSE
d
E
10 SCREED AT STUCCO/BRICK VENEER
O TYP. SIDING INSIDE CORNER
O4 ttP. STUCCO INSTALLATION
S
D m N
SCALE: bI/T'= 1 n'
SCALE: %'=1'-0'
SCALE. 3"=1'-0"
O OMIT 5
SGLE:"=1'tf'
E
m`
U m m
ADHEREDALLVENEEIS
WALL FRAMING PER
STRUCTURAL PLANS
TE%'GYPSUM RD W/
PS
RS
1, ALL VENE92SHALLBEADHERED PERCOC CHAPTER II
WOOD SPECS y
WOOD
TYPE RNLS H. U.N O.
TUNG,
2 ALL VENEER FULL BEADHERED iO WITHSTAND gSHEARING STRESS 0f 5U?51
SEPALSIDING NDPER DUAILH
ONSHEETgA AND PER DETAIL
•
ERS.ONSIDING SHENA-RIORRN6H
R'21I@L61OR SPECS,ON SXFA n-OAD PER
], VENEER SHALL
e
39¢IBARINSUU11pN OETA.L d
10H
B'RYPE%'GYPSUM
SIDING SFE DETAIL 62
REAPPLIED OVER SBICCO BROWN COAT
¢, VEN EESSHAIL NOT EXCEED 36IN MEGREAIEST DIMENSION OR MORE THAN J2USQ, MCHES IN TOTAL AREA
-
BOARD O C' 5
_
_
AN SHALL NOi WEIGX MORERIAN 15 POUNDS PER $Q, if.
P7NOOD SXEATXING PERSLRUCNRAL
•
?YVE%HOMEWARE
HNISH. U. N.O. BY ENROLL UNDER SIDING
5. UNITS OF ILE,MASONRY, STONE OR TERRA COr1A NOi OVER T' III SHALL BE REURIC1ED TO SO1. FACE
i Z' ME FLASHING AND COUNTER y
,.
RNISXEdD FLOOR PLYWOODSHFAMINGPER
PLYWCOISHEAMING PER
AREA.BACXING MAYBE OFMASONRY, CONCRETE OR FORELAND CEMEMPUSIER ON METAL IN ME
Z RASHINGTOMARCHSEANDINGSIAM
MATERIAL SRUCiURALPUNs
STRUCTRAL PLANS
SETTING BED SHALL BEA MINIMUM OFXLUCK AND MA%IMUMOF'%NICK. APASTEOFNEATPORLANO
Te
METAL PANEL
E
CEMEMOR \ PORRANO CEMENT ANp \ GRACESSAND SHALL BE PPPU® i0 rHFOACK OFiHE EXTERIOR
COPPER FLASHING A` ALL
SEALANT
VENEERUNIRANDrOTHESFTIMGBEO.A"'RECIENTMIX SHALL BE USED TO CREATE A SLIGHT EXCESS TONE
.SEALANT
N
VERTICAL TO HORI1O01S ALlOINIS
FORCED OUI FILE EDGES OF THE UNVS WHEN NESSEN ON TO FIRE SETTING BED. THE UNITS SHALL BEIAPED
III LAYER "VERSASNNULNDERUYMENT' 5
FLOOR SHIPPING PER
INEORACETO PROVIDE ..MPLETECOVERAGEBEM1VE NESERINGBm AND THEVENEERVNIT.
BY GAFIESR20'310/ SEA FELT ROOFING
WESLCOAi PL%DECK
STWCN RAL PLANS a;ERPROOFlNGSYSEEM
UNOERUY.MENL
UFCX HNISH SLOPED TO
ATTAIN PER PLAN
CORNER TRIM BOARD
I'MAX. THICK VENEER IBI SO. INCH
AREA MAX. EACH MASONRY UNIH.
FINISH SPECSGEET ALL AL PER IXEERIOR
FINISH SPECS ON SHEET ALL AND
ROOF SHEALIINGPER g
N
SiRUCRALPUN$ $
4
STUCCO SYSTEM SEE DETAIL: 4R
DELTAPER SECTION
NOTES
O
FRAMING PER STRUCTURAL
„
PLOOF ANS
CORNER TRIM BOARD
SEALANT
'TYPE%'GYPSUM MORTAR JOINR
R211@2sbIORR-151@2N1BATT R
NSUUFION
jj FI
WALLBOARD
P
ILL= III'
.ATE ECK ERAS PER
R-3UBAR FLOORURALPL
1X FRAMING PER
O
IN1.
ULSTRUCK YS
SIRVCIURAG PUNS
12yI -0I@26R1 ORRIS
PER I
Q
WXEFE OCCVRSUTpN
SRVTUD ALPURIMMING
NS
REFER i0 4I9 CBC CHAPTER J. LANE III 1121, ASSIDUITY 15E13
f
FOR ITHOUR RILING REFERABLE TO THE ABOVE ASSEMBLY.
nn nn nn
11 SCREED AT DECK SCALE: I-1/T=IG
O TYP. SIDING OUTSIDE CORNER
O STONE VENEER INSTALLATION
SCALP 3"=tw.
SCALE: LUT=1'-0"
O ROOF TO WALL (RAKE) SIDING TO STANDING SEAM sCA1Ea-1/T=crY' a
SIDING PER ORAIL�
SIDING REFER TO EXTERIOR
6
HING
SIDING PER DEfAIc d2
I� E4EVAToUS
-
F
//r1
PLYw0O STRUCTURAL
PER SERVCTVRAL PUN$
TYVEX MOMEWRAP UNDER 5101NG
STANDING SEAM ROOFING £
` L
V
TALK "OM EW RAP
R-2II@2^OR R-I5I BAR
B
BY OUPONTO/ GRIP EDGE
INSUUPdI ON WHERE OCCURS
III DYER IYVEK HOMEWRAP
FLASHING
WALL FARMING PER $1RUCNRAL
IINDERSIDING•
GALV, MIL PANEL CLIP MIN, 2) SCREWED TO _
ROOF w'MIN _IT'OC. _
V FEE
W/DRIP EDGE
PLAINS
PUNS
_
PLYWOOD SHEATHING PER
PANCAKE HEADFASTENERS @ MIN. 12' O C.
-
wE HNISH
STRUCNRALPIANS
2X WALL FRAARRI RER
WALL PER
PER SRN.
STRECTERALPUNS
STEP SHEE AS PER MANVFI
DATE:
C
$ER'JC'INS
vurv5
N. IIT CLEARANCE AT PLYWCOp
` PLrw000 Roof sHEAinwG.SEE STRucT.
REVISION:
16LV COPPER SCREED
REVISION:
R-s1 pw36l oa
RIS E1
REVISION:
2X 12 WOOD TRIM
T MINWUM TO FINISHED SURFACE
"I 4N ORR-I5
IF 11) UYFR'VERSASHIELD UNDERUYMEM €
EXI. DlE ERC3.
<" MINIMUM TO FINISHED GRADE
g2rl BAii INS ELATION
`y YER OCCURS
BY GAF ELY W5310/bN FELT PAPER
REVISION:
SOARED
UNDERUYMEM
JOB it: 23-026
19p.
wi EYES SENSE
E
ROOF RAFTER, SEE STRUCT R
0.
NEAUNING
CASHING d
DOWNSLINEPE.AI
PLYWOOD
ER SFYINI RAL PLANS
/ DR p STAGGER FASTEN ISEE TAll 1 Of
H
RCA MArv1uL FOR FAsaAszE BCLEAT
SO Aq
SERUM
ECOSAVErvpATIONSI
5 C
y/jm
RNLSHEOGRADE
3PME
E
-
SHEATHING
'ENSLAVER OF NO ISARHAL1 FELT, fRE WOM1I HO VSA.BREAKS COMPLYINCa WRH ASiM p226 FORTPEI
$Hi MR GUTTER AS OCCURS y
`(v�y
,T n
-1 , ��2 o A
PLYWOOD
ER STRUCTURAL PUNt
FD-i ORR APPROVEDW BARRIERSHALL OVER STUDSOR RING
2X WOOD FASCIA ROME) £
63
WREN.
"
e,
CONCRETE FOOPNG PER siRUCIURAL
SYFAFER FAPPON L01 APPED
TIEERIORWALYE SUCH FELT OR MATERIAL RATE
AI LBFAPPLIER HOUNTS OCCUR WILL NEUPPERLAYED
EUPPER OVER
9/25�
2IRIALS
ES THAN NOT LE
MAN
iHEHES LFELT HA NRING HESISIMMI,wHENEJOINEL OCCUR, SHALL NE'10101
Q
NT 6124
SIOINGFER DETAIL :e6
LIUVVI, THE
dIRMINA E52MM .HERO SUATTENAl SHALL BE WANTS
d
9j
R,
0.2
RWAi PENEOR TRATION, FUNDING APPENDAGESIED
N ER TO MEET THE
INq MANNER TO MFTiHE REQUIRp.1EN?SEETHE
EGUIRE ENO OF THE
y
OQ2
C'OF
INTERIORNvEGRE AFSESCREEIDMGULEA,
IXiEP10R WALL ENVEtOOE PS DESCRIBEp IM1 SECLION Ri0.i.1
DA`5F
12 BELTCOURSE SCALE. 3"=1 FEEO
SCREED AT SIDING SCALE: bHT=1'TRY
O TYPICAL SIDING INSTALLATION
SCALE'.
O STANDING SEAM ROOM INSTALLATION A
Do�
IL
3"= I'-0'
SCALE. 3'= 1'II'
SECOND FLOOR DIRECTION OF EGRESS VIA COMPLIANT WINDOW
BEDROOM (REFER TO PLAN) -- ---
PLYWOOD SHEAMIN SIDING, SEE DEfPIL: 6
PER SIRDCNRAL jmll6.1-
0.2 CIDER Z' BAR
X,'EL RGGNNG
UNDER"."
FIRST FLOOR
INTERIOR SPACE
PER
160Z. COPPER DRIP
EDGE FIASHING
5/6DENSGUISS NPE'X'
FIREGUARDSHEAIXMG
J/O"MDX
2OTPJM W/I/2'NOTCH
Jl g
10
SECOND FLOOR EGRESS DETAILMEALROOF
SCALE:1-1 @'= I'Q
SECOND FLOOR
BEDROOM
FIRST FLOOR
INTERIOR SPACE
SECOND FLOOR EGRESS DETAIL-
DIRECTION OF EGRESS VIA COMPLIANT WINDOW
(REFER TO PLAN)
iEE DETAIL @
JPPFR Z' BFR
zX
W# FELTROOFING
O.DERAYMENT
ROOF RAKERS PER
SRUCTURAL PwNt
COPPER GUTTER W/
RENAVABLE TATTLER
SCREEN; LOCATE
DOWNNOIR PER
PwN
2v D.CIA
BOARDS ,TRIM
SB'DMSGLASSttPE %
3REG11MD5HFAIHING
J/P' NAX
2x6TDM w/1n_'NGrcx
5CALE: 1-1/7'= I'LET
TILE DECK DRAIN
BD D l.T
W3'
BDCOIJ
Kowa ] 24N'
T
za/4114
opionel:
6011d RD W J Ifu BOC W ]143�1
Ti4714. zINTENT
5'(T Erein
S] AH gpTG J_
PANTO
IT
4'bMm11PLAP
BOCWJxx
I, 4T b,wlm J'rWve
OPDIXiS
tEmmq¢r
S
216 Yanb¢—
epN flIL
-60
9YwrpWpcc¢YYxatiur I
�
4�i58gReO,bPM1eema
AN
'. TL YJpeeerm
SOTC
bv. FPAR.T4IIM
CiNTEfIN1^uH
LG
[oRxltl Worre
-0RB
d1.mE.ewd
O'HAGINSTANDARDANDO-HAGIN FI &ME ATTICVENTS
INSTALLATION INSTRUCTIONS FOR COMPOSITION SHINGLE, SHAKE
AND SLATE(NATURAL/SYNTHETIC) ROOF APPLICATIONS
r
t � iyp
L_
x'�MEw'valwi�..yu� tPs /m.em�� E.Ne�ivrw e�YdnNNN�s0.urMh
N.
'..+�e�e»ammw.emmvyim� v�^mP� °ry'wGgrM±r��d
P�m�um. w�N�wy xo�p�m
THFM-MGINIfift
OROOF TILE DRAIN
SCALE: N.i.S.
OI INSTALLATION INSTRUCTIONS FOR SHAKE ROOF APPLICATIONS
SCALE: E W
BRA4 VEYT VP x10RMMlER tEVF1
3
AO YKNtl PoYOf SINKd ME
COIPFIERTM
[
C
Pa
r
REENTER
M W4l
NINT
A
NATIItiRLX
'T-
_ 1;. eFCH
1
041,
C{FV1W} g
x
W0
I5NCN-
ft
E IFfR
FOOTVBFI s
Y RFMf
RaowamR
14LH
Y
OSCALE:
2 SPECIAL VENTING FOR ISLAND SINK
c
=1'Q
SCALE: N T.S.
nn"nnn F� p//ad�
LJ
Q 00
V
LS
n
U o
3 IT N t
IN E e 6
m m c
0 0
FIT m
Q
ICOE
Ili rJ
nu�u l nI�
Y junn n
o luul
u
Q