Approved plan set RM-2016-36 �ENERA�: SITE LOCATION MAP REVISIONS
G1.ERRORS AND OMISSIONS: � PER PLN CHK
In the event that any errors,discrepancies,or omissions may occur in �
the construction documents,the property owner shall notify the designer Ca m m u n ity D�e�e I v p me nt �e pa rt me nt 08-31-16
immediately prior to proceeding with the work in question.The owner or � PER PLANNING
contractor shall bring them to the attention of the designer for proper 2
clarification before continuing the project. I ,�.{. REVIEW 9-22-16
G2.INTERPRETATION OF DRAWINGS: P I L�I1 I1 I C��Q I V I S I��-�L.�pE I l.I�Q Mc Clellan Rd.
For verification of floor plan layout,dimensioning,and general finish, �
reference must be made to the construction documents.If any ,���E���N Q /1❑Q�O�/[F~I
discrepancies appear between the scale measurements and/or any plan f-�r f V L._�,..� �
notes and specifications,the owner or contractor shall bring them to the � N O
attention of the designer for proper clarification before continuing the � r N
project. �a��# RM-2016-36 � � � �
� � � i
Note:In no event shall the contractor or owner scale the construction m �(� �
drawings! Applic�tian Nu�iber(sy s U �
G3.PRODUCT SUBSTITUTIONS: SUBJECT
PROPERTY Addington Ct. ^
All products and/or materials shall be provided as specified in the w �
construction documents,with the singular exception of products and/or �
materials labeled as"or approved equal"or"O.A.E."Requests for product
A�prova I Body: Director 15tafF o �
and/or material substitutions will not be allowed otherwise.The owner
�
and/or contractor shall assume full responsibility for all non-project Appro�a I C�ate 10/24/16 a�Rd� � �
specified products provided and/or installed without the designers'consent.
The owner or contractor must supply the designer �
with product literature and/or samples for requested substitutions.If �egr �/
applicable,owner/contractor will be notified upon acceptance of any S i g n a t u re J effrey Ts u m u ra � �
product substitution.
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G4.SUBMITTALS AND SHOP DRAWINGS: Cd S E'Mc�ild$e 1 v J
General contractor shall provide the designer(for designer's review)with � �
copies of all shop drawings,specifications,and/or calculations which may NOTE: ENCROACHMENT OF NEW DECK AND EXISTING S ITE DATA AN D ZO N I N G `
be requested for approval by the local governing agency due to products
scope of work. ACCESSORY STRUCTURE INTO REQUIRED REAR YARD � 1
G5.REQUIRED PERMITS: IS 10.5%�201 sf/1909 Sf�
23'-5" A.P.N.:356-22-032
General contractor shall be responsible for securing all building and trade �
permits necessary to complete the project scope of work,as required by LOT SIZE.:7502.0 SQ.FT. W /,
the local governing jurisdiction.
N00°00'23"E 99.67 P.L. ZONE:R1-7.5 � v
G6.GENERAL CONTRACTOR: �� �� �� �� � �� �� � ��
Contractor shall perform all labor and install all materials in a timely and LOT COVERAGE:.42(3154.0 sf/7502.0 sf)
professional workmanlike manner through completion of the project.
�� 2 FAR:.45(3376 sf/7502.0 sf) (n
G7.TEMPORARY TOILET: �3 � DESIGNATE LAND USE:RESIDENTIAL LOW DENSITY � �
Contractor shall supply one(1)temporary sanitary field toilet for use by rn
all construction personnel,and must provide for regular cleaning and ' , (1-5 DU/ac) w � ,�
maintenance of this facility at all times during the length of construction. 1 CO �
G8.JOB SITE CLEANING: � � O
Contractor shall at all times maintain the area of work.So as to be 1 10�-0��REAR SETBACK S Q U AI�E FOOTAG E �
clean and free of all trash,debris and other hazards,and shall protect all - - - - - - - - - - - - - - - - - - W �
adjacent property damage,soiling,paint overspray,etc.Work area shall be � i� EXISTING � �
left broom clean everyday upon inspection. '
� -' ACCESSORY 6�'�" DESCRIPTION (E)SF REMOVE 5F ADD 5F TOT.SF Q
G9.All work shall comply with the most current California Building Code � I N � � � � STRUCTURE _ Y �
and the latest adopted local ordinances. N 10'Ox8'6 I ST FLR 1515.0 275.0 1790.0 � o
G10.All plumbing work shall comply with the most current California � NEW DECK 26�� ABOVE 6-11�� 85 SF / , a V
Plumbing Code and all local codes and ordinances. I 2 N D FLR 853.0 - - 853.0 � 0
1 FINISHED GRADE, 153 SF 11'-4" O �
G11.All electrical work shall comply with the most current California � _ 20'-0"REAR SETBACK � �J
Electrical Code and all other applicable codes and requirements. - - - - - - - - - - - - - - - - - - - - - ,C
� TOTAL 2368.0 - 275.0 2643.0 � �
G12.All heating and ventilating work shall be in conformance with the �$'_�" � �rj =
most current applicable codes,and the recommended practices of ASHARE � � �
and SMACNA. 1 O u�
C'7 (6
G13.Provide fabricator's certificate for Glu-Lam beams to building NEW COVERED _ - 153.0 153.0
department for review and approval at time of delivery and prior to 1-STORY ADDITION �
installation. 1 25� SF / REAR DECK
G14.All hardwood flooring shall be installed in accordance with the most I A��ESSORY 85.0 - - 85.0
current NOFMA specifications and recommendations. / STRUCTURE
GI5.All tile work shall be installed in accordance with the most current ����
Title Council of America specifications and recommendations. / 3-CAR GAfZAGE 619.0 - - 619.0
TITLE 24 NOTES: I / 9�_6�� ,
T1. All windows shall be dual glazed with"U"values as specified in � � ROOF OVERhANG _ - 507.0 V
the title 24 documents. o / ��� r
� �I EXISTING 1 ST FLOOR INTERIOR AREAS L f, O
T2. All doors and windows are to be fully weather-stripped per Title o 1515 SF , 29.� - - 29.� �/
24 requirements. oI 5��0" �I 6 I-1EIC�1-1T � � �
T3.All joints and penetrations are to be properly caulked and sealed per m �
Title 24 requirements.with a readily accessible,operable and tight fitting / THIS PROJECT SHALL COMPLY WITH: �j O
damper,as well as a readily accessible flue damper controL z �I Y �J �
U � O �
GLAZING: O� �I �/ �0 2 0 1 3 C A L I F O R N I A B U I L D I N G C O D E J Ur U
GL1.All glass and glazing shau comply with the rnost current U.S.safety 2013 CALIFORNIA RESIDENTIAL CODE z
standards for architectural glazing materials,and with federal specifications. "1 �u p �
c�2.- o I v�i� � 2013 CALIFORNIA MECHANICAL CODE � _ O
m ' � 2013 CALIFORNIA ELECTRICAL CODE � z
GL3.Skyiight design shall carry all tributary roof loads as specified in the I � " O
most current C.B.C. � SHADED AREAS DENOTE �/ /0 2013 CALIFORNIA PLUMBING CODE Q _
GL4.Construction of the skyiight glazing system shall meet the �1 INTERIOR AREA >16' / �" 2013 CALIFORNIA ENERGY CODE � Q �
requirements of the most current C.B.C. W
.� � HIGH, 29 SF �;� 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE \ �
��5.Glass shower and tub endosures shall be tempered glass. -p� C'AS / 2 CUPERTINO MUNICIPAL CODE / � w
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ELECT. SERVICE i EXISTING 2ND FLOOR � �
200 AMP PANEL 853 SF / Sh EET I N DEX � � �
� 2ND FLOOR EXTERIOR WALL LIN S / N U
� A-1. SITE PLAN,PROJECT DATA
� 10'-10" 3,._Z�
�-� BM. CONSTRUCTION BEST MANAGEMENT PRA
� - - - - / A-1.1 SQUARE FOOTAGES
I 1 ST FLOOR EXTERIOR WALL LINES A-1.2 TRACT MAP
�
� B � � / A-2. EXISTING FLOOR PLANS
I ,� � 2� S 2p S•B � � A-2.1 EXISTING ROOF PLAN&DEMOLITION PRACTICES
� � J � A-3. EXISTING ELEVATIONS
EXISTING 3-CAR 1-STORY ADDITION
� GARAGE, 619 SF A-4. PROPOSED FLOOR PLAN
25 SF A-5. PROPOSED EXTERIOR ELEVATIONS � w
N A-6. ROOF PLAN&CROSS SECTION
DRIV N
� A-7. MEP PLAN Z 0
D1. DETAILS O O
I ��; � CG. CAL GREEN � C
1 O J
S-1. FOUNDATION PLAN C
R=42' 63.06' a S-2• CEILING FRAMING&1ST FLOOR SHEAR WALLS Q W
��- S-3. ROOF FRAMING PLAN Q �
� SD-0. STRUCTURAL GENERAL NOTES �/
��/ � � SD-1. STRUCTURAL TYPICAL DETAILS Q
I �� SD-2. STRUCTURAL DETAILS&SHEAR WALL SCHEDULE Q O
� / SD-3. STRUCTURAL DETAILS w �
21550 ADDINGTON CT SD-4. STRUCTURAL DETAILS
� APN 356-22-032 SD-5. STRUCTURAL DETAILS � �
T24-1. TITLE 24 REPORT �
T24-2. TITLE 24 REPORT � Z
-
CONSTRUCTION DATA � 0
SI TE PLAN _ � z
SCALE: 1/8 1 0 �
BUILDING TYPE:VB
NUMBER OF STORIES:2
OCCUPANCY GROUP:R3/U
FIRE SPRINKLER:NO
NDATE: 06-15-16
SCOPE O�WO�\K SCALE:AS SHOWN
1ST FLOOR FRONT AND REAR ADDITION,275 SF DRAWN:NBH
TO EXPAND FRONT ENTRY AND KITCHEN
JOB: GOPAL
INTERIOR REMODEL AT KITCHEN&DINING AREA
NEW COVERED DECK,153 SF q�
REPLACE WATER HEATER PER TITLE 24 oF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment 08-31-16
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DATE: 06-15-16
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
A1 .1
OF SHEETS
REVISIONS
QPER PLN CHK
08-31-16
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�� __ SCALE:AS SHOWN
_ ______—- -
—---- — DRAWN:NBH
JOB: GOPAL
A1 .2
OF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment 08-31-16
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CLERESTORY CLERESTORY � LJJ
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LOWER FLOOR EXTERIOR WALL LINES 2434 2434 O �•�•�
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EXISTING 2ND FLOOR PLAN EXISTING 1 ST FLOOR PLAN
SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0"
DATE: 06-15-16
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
A2
OF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment 08-31-16
0
Pl�nning Qivision-C�perti�a �
�CUPERTINQ
APPR�VE�7 3
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SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" � 7
L
�
DATE: 06-15-16
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
A2.1
OF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment � 08-31-16
0
Pl�nning Qivision–C�perti�a �
�CUPERTINQ
APPR�VE�7 3
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EXI STI N G REAR ELEVATI ON EXI STI N G FRON T ELEVATI ON
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DATE: 06-15-16
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
A3
OF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment � 08-31-16
0
Pl�nning Qivision—C�perti�a �
�CUPERTINQ
APPR�VE�7 3
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Applic�tian Nu�iber(sy V �
HANDRAIL MIN.TO ONE � 11J p
SIDE OF STAIRS, RISERS: � �
A�prova I Body: Director 15taff 6 1/2"TREADS: 11"MIN. 2 � �
Appro�a I C�ate 10/24/16 18�-��� D1 z
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Signature Jeffre Tsumura �°-o°� 4°-0�� 4�-0�� -
�dSE fVrc�ildgel - 18"HIGH WOOD � �
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i TYPICAL
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HANDRAIL MIN.TO ONE i °� �I o CEILING SLOPE 00 � SIDE OF STAIRS, RISERS: � V
SIDE OF STAIRS,RISERS: '"' 16" � "� 6 1/2"TREADS: 11"MIN. O
6 1/2"TREADS: 11"MIN. CEILING SLOPE � 00 DECK 16"
.-. _ � �
� vl 18'Ox8'0 � CO �
� 26"A.F.F. o r^
2' 7" 2'-5" 12'-3�� � � 2�_5" 2� �" ��_4" � V J
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� CLERESTORY 50x18 0
6068 SL GL DR N ABOVE SCREEN AT FR DOORS 2468 CABINETRY � v
5040 SL 6050 SL I AND WINDOWS � 0
O `�
8'-3" �I �
� 2468 3�x3� . � �
CAB PANTRY � �
3/4�� CONC. I M
UPPER FLOOR EXTERIOR 8'CEILING � 7�Ox7�8 STOOP
� 48"x36"� � 48"x36"� MA N 00 0 �
WALL LINES SKYLIGHT Z I SKYLIGHT REF M �
I OPERABLE I " OPERABLE I
-ELECTRICAL CTRICAL
---- �
(see roof plan) ISLAND (see ro f plan)
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——————� I 8�Ox4�8 TRASH
GU EST I I COMP.
(N)CEILING SLOPE (N)CEILING SLOPE 3030 SL
9'8x11'8 w
CLG:8'o FAMILY RM I � KITCHEN I 3'-s" O � 3 -
19'Ox 16'10 N N
LEGEND CLG:VAULTED Z I\ 11'8x10'4 � D1 �
I J +� I � CLG:VAULTED p � �
I � � � LOCATION OF COOKTOP � w �` O
NEW 2x4 WALLS o I AND OVEN COMBINATION o � D.W. LJ
w � EXI�ING LOW KITCHEN RANGE � U 7 �
NEW 2x6 WALLS I WALL Y�REMAIN MICROWAVE WITH �/ I ;: �N L �
I R E M O V E L O W W A L L I � EXHAUST VENT__ �__ s �O rn� w O
CLOSET AND REPLACE W/ I w \ ABOVE I I Q I I � �W��` Q � �
EXISTING WALLS �
NEW GUARD RAIL o N�J Q �
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REPLACE W.H.WITH
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EQUAL CAPACITY WATER LOW WALL LOW WALL
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2630 WINDOW/DOOR � I \� � �
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N N O Z
16070 GARAGE DOOR 8070 GARAGE DOOR 2446 SL 2446 SL
LANDING O O � �
2434 2434 � 7
6.5 SF 6.5 SF L
CLERESTORY CLERESTORY �
PROVIDE SCREEN
AT DOORS
DATE: 06-15-16
PROPOSED 1 ST FLOOR PLAN SCALE:ASSHOWN
SCALE: 1/4"= 1'-0" DRAWN:NBH
JOB: GOPAL
A4
OF SHEETS
REVISIONS
Cammunity D�e�elvpment �epartment 0
�PER PLANNING
Pl�nning Qivision—C�perti�a REVIEW9-22-16
�cu�E���NQ APPR�VE�7 �
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Applic�tian Nu�iber�sy V �
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A�prova I Body: Director 15tafF o �
Appro�a I C�ate 10/24/16 �
Signature Jeffr Ts mura z
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NATURAL GRADE NATURAL GRADE
� DECK SURFACE �
TO GRADE
ADDITION
NOTE: PROPOSED REAR ELEVATION � �
Existing fireplace chimney 1�
will have a spark arrestor SCALE: 1/4"= 1'-0" w � O
installed due to the project �
exceeding$1000.00 per
Cupertino Municipal Code Z �
Section 16.04.060. w O
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FINISH FLOOR ------ FLOOR W �
———— ——— ——— �
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N " W
N NATURAL GRADE N O
NATURAL GRADE NATURAL GRADE � �
DECK SURFACE z
TO GRADE �
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� ADDITION � ^'
ADDITION �� �
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PROPOSED RIGHT SIDE ELEVATION PROPOSED FRONT ELEVATION DATE: 06-15-16
SCALE: 1/4'�= 1�-0°
SCALE: 1/4"= 1'-0"
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
A5
OF SHEETS
REVISIONS
� PER PLN CHK
Cammunity D�e�elvpment �epartment 08-31-16
2x ROOF DECKING �PER PLANNING
Pl�nni�Qivision—C�perti�a REVIEW9-22-16
R-30 RIGID 4x - 4x8 ROOF RAFTERS �
WINDOW WELL 4x RIDGE R-30 RIGID INSULATION �u����'INQ ���z>�.r-� 3
INSULATION w r+�I� ,��� o� co
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WINDOW PER PLAN � j �� �� CLERESTORY WINDOW ^
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BEYOND SULATION //���/�/ �\\\ \\\ R-1�����c�� D ��; PER PLAN �W o�
�� �� LOCATION OF(N) �� �� �
CUT BACK(E) RAFTERS � � CLERESTORY WINDOW � ��,\ ry Z
AND ATTACH TO NEW -��'� �� f-�p��a�a�-L� t 0/24/16 �Q
WALL � I I BEAM&KING
REMOVE WALL& REMOVE WALL& II BEYOND �
� ROOF FRAMING ROOF FRAMING I I �I na ��e Je Tsur�i�a �
DINING KITC�EN ��� � �
FRONT DOOR
II I I � ~P R�P'F'�tiv«EL�i�JDOW � W
PER PLAN 6'-11"�� �� � NSULATION � � �
II I I BOARDS ITE 2x
(N)LANDING& R-19 INSULATION �
STEPS R-19 INSULATION �� I � /1
II DECK FINISH FLOOR � `�
FINISH FLOOR �� �� 4x BEAM�� �� O
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� NATURAL N o N L_J L J — � L J �=J w
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NATURAL GRADE � -- -- -- --- � J
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II I `��' INSTALL PER MGR�S v, z
I I I I I CUT BACK �E� 2X � INSTRUCTIONS W � O
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I I � � CEILING AT FRONT ENTRY � w
ATTIC VENTILATION NOTE � � 1� ROOF CRICKET � �� Q n/
UNDER FLOOR VENTILATION NOTE ��� �� I Q �- �,`
INSURE 1 SF MIN UNDER FLOOR VENTILATION INSURE 1 SF MIN ATTIC VENTILATION . a
FOR EACH 150 SF OF UNDER FLOOR AREA FOR EACH 150 5F OF ATTIC AREA I I � �
FORMULA: ^ � � O
FORMULA: ATTIC AREA OF NEW fl I a � W �
UNDER FOOR AREA OF NEW �� o
275.0 SF/150 SF= 1.8 S.F. 275.0 SF/150 SF= 1.8 S.F. - n I I -- � �
1.8 S.F.x 144 SI(144 SQUARE 1•8 S.F.x 144 SI(144 SQUARE INCHES I I I I � � � � � U„�
INCHES= 1 SF) =259.0 SI 1 SF)=259 SI-REQUIRED VENTILATION I I O �
���-- ---J I w I— --I L1
259.0 SI REQUIRED UNDER FLOOR PROVIDE: I� � I I I I O �
VENTILATION EAVE VENTILATION AT RAFTER BAYS: I � I I 4 I I —
PROVIDE: EACH BLOCK�RAFTER BAY W/3-2.75" I v D1 I I I � Q
s�SCREENED HOLES= 17.7 SI(area of 5 ^ 7
4-VENTS�5.5X14" =77 S.I.X 6= 2•75"�hole=5.9 sq.inch per hole x 3 I I I D1 I I I I I �'L L
308.0 5.1. - REQUIRED 259.0 = 17.7) 10 BAYS X 17.7 SI = 177 SI �
TOTAL OF 4 VENTS PROVIDED "COR-A-VENT"RIDGE VENTING 20'_ �� — — — — �� — — �� ��— - - ———�J
90 S.I. �— —�
TOTAL VENTILATION PROVIDED:267 S.I. DATE: 06-15-16
REQUIRED:259 S.I. � � � �
SCALE:AS SHOWN
DRAWN:NBH
AJOB: G�PAL
PROPOSED ROOF PLAN A6
SCALE: 1/4��= 1�-0°
OF SHEETS
REVISIONS
Car�munity De�elv�ment C7 partment �
0
Pl�nning Division—C�p rti�a �
V��E T I N Q c�_���QV E V (N)CLA55"A"COMP.SHINGLES 0/ 3
REDWOOD HA DFA
SEE ROOF PLAN AND/OR CROSS � 2XIbRAFTERO/1/2"PLYWOOD 0/ � N
SECTION FOR ROOF COVERING _ axa Reo�ni000 � _ '.�y ReS�i/� � �
,rv vu v
Y2'OR(E) FELT � PosT � �' PROVIDE 1��AIR GAP �
PLYWOOD SHT'G PAPER o Applic�tic►�i Nu�iher�s� ,,f Q c�
~ 2X2 REDWOOD BALLUSTERS � � ��
"J.C.BARRY"SKYLIGHT M @4"O.C.MAX. � o
ICBO# ES ER-5392 10d,TYPICAL � �
OR EQUAL,SEE MANUF. OV I � : Director/5taff RAIN GUTTER O
SPECS FOR INSTALLATION
� Z
� o�' I C� t 0/24/16 WINDOW a
�� �i �� i�/ 2x S.B.W/3-2.75"�HOLES PER BLK. � �
SCREEN HOLES W/CORROSION—RESISTANT
� � ` METAL MESH WITH MESH OPENINGS OF Ya �
1-��-- e re Tsumura
� i / i BOTr MRAi� 1/2"PLYWOOD NSULATON EAVE INCH IN DIMENSION(TYP)Ca?ALL VENT � r^
os�.zx �d S�Mc?Ild�E 1' 2x4 LEDGER SECURED TO MATCH BLOCKS C�EXTERIOR WALLS.AREA OF 2.75'�� V J
DBL 2X P.T.D.F.#2 M x WALL WITH 3.5"SCREWS {E) HOLE=5.9 SQ.,AREA OF 3-2.75"� � �
4'�CURB FRAMED a
� OPENING SIMP.A-35CLIP �� AROUND PERIMETER OF 2X DF#2 RAFTERS� HOLES/BLK.=17.7 SQ.INCH/BLK.
�EACH SIDE OF j/j� j/ 2X6 REDWOOD DECK WINDOW OPENING PER PLAN � �
STRINGER �Od,TYPICAL
zy�"r�M.s. (4)16d ----_- --- � �
WNVASHER �7/8"THICK-3 COATS � �
SIMP.BC40 POST 2x6 KNEE BRACE, r,
� � STUCCO OVER KEYMESH
3-2X12P.T.D.F.#2 BASE �`� RIPPED TO FIT AT LATH OVER 2 LAYERS m `•�
STRINGERS 2X4 PRESS.TREAT. R—�3 INSUL.PER PLAN O
NOTES: c�EAr 2x4 WALL STUDS 16"O.C. GRADE"D"PAPER OVER
c� 16"O.C. CDX PLYWOOD �
a)Handrail shall be 34 inches to 38 .. a 2X STUDS C� 16"O.C. r^
inches above the nosing of treads ° U.N.O. V�
(R31 1.7.8.1). � � �
2X RAFTER SEE w m �
ROOF FRAMING PLAN b)The handgrip size of a handrail shall �-4� ~ O
AND/OR CROSS comply with Type I or Type 2 requirements �
SECTION FOR SPACING as specified in R311.7.8.3. 4�_4�� �
W
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a
1 SKYLIGHT DETAIL 2 3 WINDOW BUMP-OUT DETAIL 4 EAVE / RAFTER DETAIL a �
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1 � �
M (6
ROOF SHEATHING
PER PLAN
CUT 3"NOTCH IN
PLYWOOD UNDER
COR—A—VENT RIDGE.
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EDGE NAILS W O �
PER PLAN Q � I`
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LJ.J �
1—}�'�s HOLE IN RIDGE BLOCK � � 7
RAFTER AND RIDGE PER TO ALLOW FOR AIRFLOW. Q L
PLAN J � �
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CUT 3"NOTCH IN � O W
COR—A—VENT RIDGE VENT SEE PLYWOOD UNDER O � �
MANUFACTURER'S SPECS FOR COR—A—VENT RIDGE. � � �
MATERIALS AND INSTALLATION. ^'
1—Y2���HOLE IN RIDGE BLOCK `V U
TO ALLOW FOR AIRFLOW.
1��AIR SPACE
MIN.
INSULATION PR. J
TITLE 24
BEAM PR. z W
PLAN O Q
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5 "COR-A-�/ENT" RIDGE VENT o w
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DATE: 06-15-16
SCALE:AS SHOWN
DRAWN:NBH
JOB: GOPAL
D1
aF SHEETS