NH_16-13_Chambers

NEW HANOVER COUNTY 16-13
Local Government Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment Quality
and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to James A. Chambers, authorizing development in the Estuarine Shoreline (AEC) at 161 Cliffside Drive in
Wilmington, NC, as requested in the permittee's application, dated March 7, 2016. This permit, issued on March 21,
2016, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable
regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a
fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Construction of a second story above garage and adding 204 sq. ft. to the roofiine. Enclosing rear screen
porch and adding 104 sq. ft. to the roofline. Construction of new deck at the rear of the house.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on March 7, 2016.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations,
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 910-798-7116 for a final inspection at
completion of work.
i tt=�Ci`✓_y
(Additional Permit Conditions on Page 2) DCM WILMINGTON, NC
MAR 2 12016
This permit action may be appealed by the pernittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further written permit approval. All work must cease when this
permit expires on:
DECEMBER 31, 2019
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Linda E. Painter
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drive, Suite 110
Wilmington, NC 28403
PERMITTEE
(Signature required if conditions above apply to permit)

Name: James A. Chambers
Permit # 16.13
Date: March 21, 2016
Page 2
(5) The amount of impervious surface shall not exceed 30% of the lot area within 75 feet of Normal High Water
(Estuarine Shoreline Area of Environmental Concern), in this case, 486 sq. ft. of new impervious is authorized.
Total impervious on the site 5,666 sq. ft.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
developmenVoonstruction shall be located a distance of 30 feet landward of Normal High Water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured to prevent additional
stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in
a vegetated state.
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
RECEIVED
DCM WILMINGTON, NC
MAR 2 12016
SIGNATURE: DATE:
PERMITTEE

A fR
Locality I MLVI) tC`/-fr / Permit Number
Ocean Hazard:' ` Estuarine Shoreline ORW Shoreline Public'Trust Shbreline `' Other
(For official use only)
GENERAL INFORMATION
LANDOWNER
AUTHORIZED AGENT
Address rr134C>
City [�' ),„ „ Jr { .y 'S State s Zip t- p 4 Phorie + U - Cowl40/ ^ Z 1-1 d1 7'
Email�.n(Cc
LOCATION OF PROJECT. (Address, street naive and/or directions to site: If not oceanfront, what ii4iie name of the
.adjac8ntwaterbody)(,3aiS� ,
`DESCRIPTION'OF PROJECT. (List all, proposed construction and land disturbance.)
SIZE OF LOT/PARCEL: ZW' 6 O, ''square feet. acres.fir.$
PROPOSED USE Residential �(, (Single-family' Multifamily) CommerciaUindustrial (] Other.
COMPLETEEITHER (1) OR(2) BELOW' (Contact your Local Permit Officer ifyou are not sure which AEC applies
to your property):
(1) OCEAN, HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE:L& squaie,feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated -aboveground level'but
excluding non -load -bearing attic space)
(2) .COASTAVSHORELINE AECs: SIZE OF'BUILDING FOOTPRINTAND.OTHER IMPERVIOUS' OR BUILT
UPON SURFACESrjysquare feet (includes the -area of the roof/drip line.of all buildings, driveways; covered' decks, .
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
' Management Permit issued by the NC Division of Water Quality?
YES_ NO'
If yes; list the total built upon area/impervious surface allowed for your lot or parcel: square feet.
ti`iTS'r1LlLIING7C3N,NG

RECEIVED MAP 0 7 „6
OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
I, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person
listed as landowner on this application has a significant interest in the real property described therein. This interest can be
described as: (check one)
= an owner or record title, Title is vested in
page l3 in the& CL'3 �6,.C>VCI"
County Registry of Deeds.
_an owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
see Deed Book S ?.%L4 7 _
_if other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OF ADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
rkT. --N
ACKNOWLEDGEMENTS:
I, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofing techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
or Pdpon authorized to )vt as his/her
0
This the 2G day ofyZAa, 20 1 G
tot purpose of filing a CAMA permit application
This application includes: general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable(W&ity, and
any information as may be provided orally by the applicant. The details of the application as descrf&K)W'hNi'& T,�Mtg(y
incorporated without reference in any permit which may be issued. Deviation from these details will c�u of violation of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and administtivee7i F

4
4'���
NCDENR FtECeIVED MAC n 7
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. Van der Vaart
Governor
Secretary
AGENT AUTHORIZATION FORM
Date: Z
Name of Property Owner Applying for Permit: Name of Authorized Agent for this project:
Owner's Mailing Address:
(fol C'(1Eks:de dr.
Ld�1:1 � nAm [Jr_ ZB L4 01
Email: t✓ er►4 . L4e-
Phone (r1 lU) SZO -15,- cr1 I
Agent's Mailing Address:
Email: lion-IGSSrisc' 9A(2)ec if LUw1
Phone ra) F,t9-z�tq"7
I certify that I have authorized the agent listed above to act on my behalf, for the purpose of applying
for, and obtaining all CAMA Permits necessary to install or construct the following (activity):
TL.o C5f C z Flcru- ivtc.spitr 5".L- c^el
t evlcxx ><tev, 2n-Fr, A.n d $ "x Z Sir• Q .P G.��)i :or\
For my property located at I C�I CI -&E�-de_ Cr-1
C,p,Ivtn:-w'-On &x— 71aL4011,
This certification is valid 1 year
9
(date) 1 2S
Signature
Date
N.C. Division of Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
Phone: [phone] FAX: [phone] Internet: www.ncooastalmanagement.net
RECEIVED
OCM WILMINGTON, NC
An Equal Opportunity 1 Afinna ive Action Employer
MAR 1.j. 2016

RECEIVED MI%R 0 7 2o16
ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
I hereby certify the I own property adjacent to 7t3m. = . ((w,._
(Name of Property owner)
property located at _ (� , I C (; t-,4 % :A.,
r-
Address, Lot, Block, Road, ele.)
in (W II✓L.1K�.�r
1W@te y) (To Jor County) N.C.
He has described to me as shown in the attached application and project drmwing(s), the
development he is proposing at that location, and, I have no objections to his proposal.
Sigh et re
Print or Type Name
Telephone Number
Date
DCM W LM NIGTON, NO
MAR LI 2016

RECEIVED t�AR n ? 2n1.
ADJACENT RIPARIAN PROPERTY OWNER
STATEMENT FOR CAMA MINOR PERMITS
1 hereby cenify that 1 own property adjacent tobn
—ems
(Name of property owner)
Property located at�fo) ('('{ • de m
Address. Lot. Block. Reed, etc.)
on '►arc Crt�l t in
(Wate dy) W 1 (T@wW%b✓W eetl'1 , N.C.
(Towr✓ind/o►
He has described to me as shown in the attached epplicetion and project drewing(s), the
development he is proposing et that location, and, 1 have no objections to his proposal.
Sig
�6
Sat at
KAu :f
Print or Type Name
Telephone Numbe►
2 a/6
Date
RECEIVED
DCM WILMINGTON, NC
MAR 11 2016

RECEIVED MAR 0 7 201b
.�. $ Ryan +i u m R +i R -EY
?°C0s10m N 0 M F 0 1 S I G q k F 0 R 0 1 s V 1 0 G S
910-619-2497 `-, badesignandconstruction.com
4930 Pine Street, Wilmington, NC 28403
Chambers Residence Attachment 1
Description of work to be done:
• Remodel of existing kitchen encompassing the front porch area of existing house. Adding 178 sq'
of roof line
• Adding a second story to existing garage to create a master suit. Adding 204 sq' of roof line.
• Enclosing existing screen porch at rear of garage to create a work area. Adding 104 sq' of roof
line
Currently the existing impervious total is 5,179.9 sq'. We intend to add an additional 486 sq' of
impervious with this renovation.
RECEIVED
DCM WILMINGTON, NO
MAR 11 2016

161 CLIFFSIDE DRIVE
WILMINGTON, NORTH CAROLINA
ABBREVIATIONS
@
AT
HT.
HEIGHT
ABV.
ABOVE
INSUL
INSULATION
A.D.A.
AMERICANS WITH DISABILITY ACT
INT.
INTERIOR
ALUM.
ALUMINUM
JST.
JOIST
A.F.F.
ABOVE FINISH FLOOR
LD.
LOAD
BD,
BOARD
MAX.
MAXIMUM
BM.
BEAM
MIN.
MINIMUM
BRNG.
BEARING
MTL
METAL
CEIL
CEILING
N.I.C.
NOT IN CONTRACT
CNTR.
COUNTER
O.C.
ON CENTER
COL
COLUMN
OPP.
OPPOSITE
CONC.
CONCRETE
PNTD.
PAINTED
CONT.
CONTINUOUS
PR,
PAIR
DN.
DOWN
PT.
POINT
DR.
DOOR
RF.
ROOF
EA.
EACH
S.C.W.
SOLID CORE WOOD
ENG.
ENGINEER
S.F.
SQUARE FOOT
EQ.
EQUAL
SIMM,
SIMMILAR
EXTER.
EXTERIOR
S.S.
STAINLESS STEEL
F.C.
FIBER CEMENT
STL.
STEEL
FIN.
FINISHED
STR.
STRUCTURAL
FTG.
FOOTING
T.O.M.
TOP OF MASONRY
GALV.
GALVANIZED
TYP.
TYPICAL
G.C.
GENERAL CONTRACTOR
U.N.O.
UNLESS NOTED OTHERWISE
GYP. (G.W.B.)
GYPSUM WALL BOARD
V.B.
VAPOR BARRIER
H.
HIGH
WIN.
WINDOW
HD.
HEAD
W.W.F.
WELDED WIRE FABRIC
H.M.
HOLLOW METAL
GENERAL NOTES
I. THIS IS A LIMITED SET OF CONSTRUCTION DOCUMENTS FOR LAYOUT AND GENERAL AESTHETICS. IT IS THE CONTRACTOR'S RESPONSIBILITY AND
LIABILITY TO PROVIDE A WEATHER TIGHT, SOUND STRUCTURE IN COMPLIANCE WITH THE 2012 NC BUILDING CODE.
2. THE WORK SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS UNLESS WRITTEN NOTICE FROM THE ARCHITECT IS
PROVIDED OTHERWISE, ALL WORK SHALL BE IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS AND ALL MANUFACTURER'S
RECOMMENDATIONS. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.
3. THESE DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF DOGWOOD ARCHITECTURE, PC.
THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND
OCCUPANCY OF THIS PROJECT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR ANYONE ELSE ON OTHER
PROJECTS, EXCEPT BY WRITTEN AGREEMENT WITH APPROPRIATE COMPENSATION.
4. DO NOT SCALE DRAWINGS. ANY DISCREPANCIES OR OMISSIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR
CLARIFICATION. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD UNLESS NOTED OTHERWISE.
S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE EXISTING UTILITIES PRIOR TO EXCAVATION. ANY DAMAGES TO EXISTING STRUCTURES OR
UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6. ALL TRUSSES AND LVUS SHALL BE DESIGNED BY A LICENSED ENGINEER,
7. ALL CASEWORK AND FINISHES SHALL BE APPROVED BY THE OWNER PRIOR INSTALLATION.
8. ANY AND ALL EXTERIOR DOORS AND WINDOWS SHALL BE FLASHED WITH BITUMINOUS SELF -ADHERING MEMBRANE IN ACCORDANCE WITH
MEMBRANE RECOMMENDED INSTALLATION INSTRUCTIONS. (WR GRACE, VYCOR OR APPROVED EQUAL)
9. ALL EXTERIOR DOORS AND WINDOWS TO HAVE STAINLESS STEEL HARDWARE. ANY AND ALL GLAZING MULLIONS TO BE ON THE EXTERIOR AND
INTERIOR. ALL OPERABLE WINDOWS TO HAVE INSECT SCREENING.
10. ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL (304 OR 316)
11. BACK PRIME ALL EXTERIOR TRIM PRIOR TO INSTALLATION
SITE PLAN A
SCALE: 1 / 16"= 1.0"
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02.16.2016
REVISINivED
OCM WIL,MINGTON, NO
MAR 1.1 2016
RECEIVED MAR 0 2015

RECEIVrO FIAR 0 7 2015

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WD JONES ENGINEERING,
I Structural Engineering Service
100 B Old Eastwood Road, Unit 24 Wil28403
Office: [phone] Ema�wdJtsnesenng.com
THE UNDERSIGNED. AN ENGINEER DULY REGISTERED TO PRACTICE ENGINEERING IN THE
_S'TAIF OF NORTH CARO€ INA UNDER THE PROVISIONS OF CHAPTER 89C OF THE GENERAL
STATUTES DOES HEREBY CERTIFY THAT I HAVE REVIEWED T1 1S PLAN AS PREPARED BY
OTHERS. AND HAVE VERIFIED THAT OUR STRUCTURAL RECOMMENDATIONS HAVE BEEN FULLY.
AND ACCURATELY INDICATED ON THIS PLAN. WITH THE INCLUSION OF SAID STRUCTURAL
RECOMMENDATIONS. THIS PLAN WILL MEET OR EXCEED THE STRUCTURAL REQUIREMENTS OF
THE NORTH CAROLINA BUILDING CODE. NOT ALL STRUCTURAL DETAILS HAVE BEEN INCLUDED
WITH THIS PLAN. THEY ARE THE RESPONSIBILITY OF THE CONTRACTOR.
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REVISION&VED
lit IV WILMINGTON, NC
MAR 14 2016
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-W ENCLOSED PORCH & NEW PORCH
DECORATIVE GABLE TRIM
FIBER CEMENT LAP SIDING ALIGN EAVE W/ EXISTING
EXISTING HOUSE
LEFT SIDE ELEVATION B
SCALE: 1 /4"= I'-0"
FRONT ELEVATION A
SCALE: 1 /4"= IA"
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1 02. 16.20 16 1
REVISIONS:
RECEIVED
DCM WILMINGTON, NO
MAR 1:12016
RECEIVES H-0 0 7

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BUILDING SECTION B
SCALE: 3/8"= 1'-0"
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BLDG SECTION
02.16.201 b
RE� IINGTON, NI
MAR ll 2016
A342

IDEAL RISER (T' t8 17-- '�
CONT. 2x4 LEDGER
I" 10"
Ix RISERS
I" HARD WOOD TREADS
OVER 3/4' SUB-FLR
2x 12 STRINGER @ 18" O.C. (MAX.)
CONT. 2x4 PLATE W/ 2x4 STIFNER
TYPICAL STAIR DETAIL F
SCALE: I- 1/2"= 1'-0"
(2) P.T. 2x 12 GIRDER
INSET 2-3/4" INTO 6x6
& (2) 5/80 GALV, BOLTS
P.T. 6x6 POST
P.T 2x6 BLOCKING
2x 12 BOX BEAM
GIRDER / POST DETAIL E
SCALE: I- 1/2"= 1'-0"
W.R B., LAP OVER FLASHING BLW.
SELF -ADHERED BITUMENOUS FLASHING
BEHIND HANGER, LAP OVER W.R.B. BLW.
!I !
5i4x4 FIBER CEMENT COL TRIM
I
k p__
HANGER
(2) P.T. 2x 12, INSET
2-3/4" INTO 6x6 &
W/ 5/8"0 GALV.
BOLTS THRU 6x6
UFA!
f
0LL
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SECTION AT COLUMN C
SCALE: 3/4"= I'-0"
FIBER CEMENT COL WRAP
5/4x6 FIBER CEMENT COL TRIM
BRICK VENEER, MATCH EXIST.
P.T. 6x6 POST
ABU66 POST BASE W/
5/8"0 GALV. ANCHOR BOLT
I
WINDOW TRIM
(MATCH EXISTING)
WINDOW TRIM & STOOL
(MATCH EXISTING)
WEATHER RESISTANT BARRIER (W.R.B.)
BRICK VENEER (MATCH EXISTING)
THRU-WALL FLASHING W/ FULL
HEAD WEEPS AT 32" O.C.
STL LINTEL
SILL PAN FLASHING
SELF ADHERING BITUMINOUS FLASHING
OVER CONT. SHIM, LAP OVER W.R.B. BLW.
SEALANT
BRICK SILL (MATCH EXISTING)
THRU-WALL FLASHING W/ FULL
HEAD WEEPS AT 32" O.C.
1/2" GYP BD
HEADER
Ix4 WIN. HD. TRIM
GYP. BD. RETURN
5/4x HRDWD SILL
OVER Ix4 SKIRT BOARD
SIDING
WEATHER RESISTANT BARRIER (W.R.B.)
SHEATHING
COPPER WIN. HD. FLASHING W/ DRIP EDGE
(LAP WEATHER BARRIER ABV. OVER)
FIBER CEMENT 5/4x4 WIN. HD. TRIM
SELF -ADHERING BITUMINOUS FLASHING
WINDOW WITH LOW-E,
INSUL. GLAZING
U-VALUE .32 MAX
SHGC .25 MAX
SILL PAN FLASHING
SELF ADHERING BITUMINOUS FLASHING
OVER CONT. SHIM, LAP OVER W.R.B.
5/4x4 FIBER CEMENT TRIM BD
NOTE: WRAP ALL ROUGH OPENINGS W/
NOTE: WRAP ALL ROUGH OPENINGS W/
BITUMENOUS SELF -ADHERING FLASHING
BITUMENOUS SELF -ADHERING FLASHING
PER MFG. INSTALLATION INSTRUCTIONS
PER MFG. INSTALLATION INSTRUCTIONS
(INTEGRATE W/ W.R.B. PER MFG.)
(INTEGRATE W/ W.R.B. PER MFG.)
(W.R. GRACE VYCOR OR APPROVED EQUAL)
(W.R. GRACE VYCOR OR APPROVED EQUAL)
SCISSOR TRUSS PER TRUSS MFG.
1/2" GYP. BD. CEIL
VAULTED CEIL, BEYOND
1/2" GYP. BD.
2x4 STUDS @ 16" O.C.
W/ R-13 INSULATION
2x4 SILL PLATE
15/32" ADVANTECH SUB-FLR
(PER MFG)
R-19 CLOSED CELL FOAM INSUL. -
2x8 FLR. JST. @ 16" O.C. —
(2) 2x8 PT SILL (CONT) —
FIBER CEMENT BEADED CEIL
5/4x6 FIBER CEMENT FRIEZE BD.
P.T. 2x4 PLATES / BLOCKING
BRICK VENEER, MATCH EXIST.
W.R.B., LAP OVER FLASH. BLW
THRU WALL FLASHING
P.T. 5/4x6 DECKING
P.T. 2x8 FLR. JST. @ 16" O.C.
(2) P.T. 2x4 / 2x8 PLATES —
TYP. WINDOW DETAILS
SCALE: I- 1/2"= I'-0"
iROOF BRNG. HT. jk
NV
�— CONT. S.S. FLASHING
P.T. 2x 10 BAND
2x 12 BOX BEAM
N I st TOP OF SUB-FLR
(ALIGN W/ EXISTING)
TOP OF DECK
THRU WALL FLASHING
N_
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U
N
zo
O
Q~ BRICK VENEER (MATCH EXIST.)
i
a GROUT SOLID
NEW 4° CMU FOUND. WALL W/ 8' CMU WALL GROUTED SOLID W/
EXIST. FOUND. WALL ° 518" 0 GALV. ANCHOR BOLTS @ 72"
5/8 0 GALV. ANCHOR BOLTS @ 72 O.C. &WITHIN 12° FROM CORNERS
� O.C. &WITHIN 12" FROM CORNERS a
EXIST. BRICK
6 MIL V.B. O
— 24"CIO" CONT. CONC. FTG. W/
(2) #5 OR (3) #4 CONT. TYR U.N.O.
I I C
C
EXISTING FOOTING —
0 0 0
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SECTION THROUGH FRONT PORCH B
SCALE: 3/4"= 1'4'
40 YR ARCH. SHINGLE RF. (MATCH EXIST.)
30# FELT UNDERLAYMENT
12 �- 5/8" CD-X SHEATHING
6 2x10 RAFTERS @ 16" O.C.
R-30 CLOSED CELL FOAM INSUL.
INSULATION STOP BAFFLE
TO MAINTAIN VENT SPACE
UPLIFT CONNECTOR PER TRUSS MFG.
P.T. 2x8 BLOCKING W/ VENTS
RF. TRUSS BRNG. HT. jIll
CONT. S.S. DRIP EDGE
P.T. ix3 FASCIA
P.T. 2x8 RAFTER TAILS
SISTER ON TO TUSSES
P.T. Ix FRIEZE BD. W/ TRIM
(MATCH EXISTING)
FIBER CEMENT PANEL SIDING
7/16" WATERWAY I I DRAINAGE MAT
WEATHER RESISTANT BARRIER (W.R.B.)
30# FELT, 12" MIN. SHIPLAP
7/16" APA RATED SHEATHING
I
1/2" GYP. BD. a
2x4 STUDS @ 16" O.C. I,
W/ R-13 INSULATION
!I
If
I
FIBER CEMENT TRIM BD.
t! FIBER CEMENT LAP SIDING, 5" EXPOSURE
FIBER CEMENT BEADED PANEL SIDING
15/32' ADVANTECH SUB-FLR
(PER MFG.)
I I COPPER FLASHING 2nd FLR. top of SUB-FLR.
s (LAP WEATHER BARRIER OVER)
P.T. 2x10 BAND BOARD
I
FLR. JST. BRNG.
BITUMENOUS SELF ADHERING
FLASHING TAPE (12" MIN.)
18" FLR. TRUSSES (LAP OVER W.R.B. BELOW)
(PER TRUSS MFG.) I,
\u
1/2" GYP. BD.
(2) 2x4 TOP PLATE
1
I,
L
1
FIBER CEMENT PANEL SIDING
�I
7/16" WATERWAY I I DRAINAGE MAT
WEATHER RESISTANT BARRIER (W.R.B.)
.< {I 30# FELT, 12" MIN. SHIPLAP
V I 7/16" APA RATED SHEATHING
I/2" GYP. BD.
2x4 STUDS @ 16" O.C.
W/ R-13 INSULATION
2x4 SILL PLATE
15/32" ADVANTECH SUB-FLR
(PER MFG.)
R-19 CLOSED CELL FOAM INSUL
2x8 FLR. JST. @ 16" O.C.
(2) 2x8 PT SILL (CONT)
8' CMU WALL GROUTED SOLID W/
5/8' 0 GALV. ANCHOR BOLTS @ 72"
O.C. & WITHIN 12" FROM CORNERS
6 MIL V.B.
245c10" CANT. CONC. FTG. W/
(2) #5 OR (3) #4 CONT. TYP, U.N.O.
FIBER CEMENT TRIM BD.
FIBER CEMENT BEADED PANEL SIDING
BACKER ROD & SEALANT
THRU-WALL FLASHING
LAP W.R.B. (ABV.) OVER
0'-0" 1 st FLR top of SUB-FLR jk
(ALIGN W/ EXIST. TOP OF GRG. SLAB)
I
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- BITUMENOUS SELF -ADHERED FLASHING
iE— THRU-WALL FLASHING
FILL CAVITY BELOW, SOLID
BRICK VENEER, MATCH EXIST.
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SECTIONS
02. 16.201 b
REVISIONS:
MW LMING
MAR 1A V6