Combined Exhibit_3.pdf �visioxs:
� �� �� � � ��� 0 82016-31�12
GENERAL NOTES: 3. Nailing for framing shall be with box nails, number and size Q. Water heaters located within the building shall have drain � �es i4 2oi-t
?�BBREVIATIONS: per 2013 GBG Nailing Table, except as noted on plans and from heater to exterior lo�ation. �
I. The following architectural spe�ifications shall conform with details. Nails shall not be driven closer together than I/2 of 10. Water closets installed fn any building within the Gity shall �;PonalPlaza
��G••••••••••••••••••••• AIR GONDITIONER the 2013 GRG, 2013 GBG, and local ordinances. The Galifornia their length, nor closer to the edge of inember than I/4 their be ec�,uipped with water reservoirs that limit the water used o u
�L Building Standards is based on the current GMG, GPG and length except for sheathing. Min. penetration of I/2 their to not more than I.6 gallons per flush. On water closets '` ° ' "''' �
.................... ALUMINUM o �_�.�,:. : �.-
G�G in use. len th. I without reservoirs, the flushing device shall limit the flow to -���_6�� �� •�
��B• ••�••�••••�••••�•• ANGHOR BOLT 2. Givil, Soil and Structural En ineers S ecifications take 4. Sill lates on concrete shall be 3x6 (min.) Foundation 1.28 allons er flush. EXGEPTION: Excessive lon sewer � �� ' LLJ
/��r'•�• A�MERIGAN PLYWOOD M"AIN �� �� �
•�•••��••••�•• precedence over the following ar�hitectural spe�ifications. Grade Redwood. or treated D�. Sill plates shall be bolted to laterals or other unforeseen circumstances that would impair , �y�-K�k���Pa�eseeeq _
g p p PROP�iZTY LIN� w/ �XISTING 6-O T,4LL WOOD F�NGE TO RE _
ASSOGIATION 3. The contractor and / or sub�ontractor shall verify all the concrete w/ 5/8" dia x 10" (min.) anchor bolts w/ the proper removal of wastes need not comply. � � �� ,! / w� ���n�sv+iia4ecli�5��e ;
�.P.N. /�SSESSOR PARG�L dimensions on the drawings and shall notify the Designer of 3"x3"xl/4" thk washer. Bolts shall not be laced more than 12" II. Shower heads shall be designed to introduce air into the � � �O IdlewildShoppingCenter,� �
.............. K� � Red Hat U��r. f_i
an discre ancies rior to startin the work. water flow reducin the water usa e to 3-I/2 allons er � �':'"° '��,:°�
NUMBER y p p 9 from end of plates. g g g p �.�.�, �
g�..i. ................... 8���„1 4. Trade names and manufacturers referred to are for 5. Metal framing devices shall be as manufactured by minute. / � �L
� c�uality standards only. Specifications will be permitted as 'Sim son' com an or as a roved e ual. 12. Faucet aerators shall be designed to introduce air into - � z �;_ ,�,,,,,
BLK 6. .............. BLOGKING I' p y I'f' �i. v � , d
..,
approved by the owner. 6. Pramin cli s (i.e. PG � PB) shall be rovided to and the water flow reducing the water usage to 3-I/2 gallons per X��fi`��� �������� - Q �p
BLDG. ............... BUILDING 9 P p p y Q � � �
5. The contractor shall be responsible for the satisfactory bottom of all osts, mullions and double studs at ed es of minute. _ � , � w � �;m �; m t m--� �;m m
BOTT. ............... BOTTOM completion of all work in a�cordance with the project plans openings. p g 13. Toilet drains over living, dining, family rooms to be cast � 0� � ���� � ',, T' �� `p,o �,a � 6 6 m 69�
G�B ................. G�4BINET and specifications and to meet and/ or exceed standard '7. Provide double joists under all parallel partition. iron for sound control. � 0� j �\ - �� �a�.o o � Q� �;
GLO. ................ GLOSET constructlon industry buflding practice. 8. Where I wood sheathin is used on roof or floor, sheets W cV / \ 0 d ��p � p m o� o � 'o o�
G.J. . G�ILING JOIST 6. �II doors and windows to the outside or unconditioned shall be laid er endicula gdirection of oists. i'I wood sheets ARGHIT�GTURAL SITE PLAN NOTES: `� � 4 ����Y��� ����: I��-�� � I O�� , �r � �; .� 4 � ; m ��,
. . K' p J y � � � tY � '" � � 000 mm o
GOL. ................ GOLUMN areas shal I be weather stripped. AI I manufacturers products shal I be staggered. Min. area of sheet to be I6 sci. ft. AI I N � � o ,ozze�o,d � m �� L� �-�� ;Q
shall be a roved b the american National Standard Institute I. This architectural site plan is not intended as a boundary z ���� �� ���fi���: ��� �� �8.���� �H,�bo,A�r�„e < � �' m �-� m�6�- 6 L
GONG. pp y plywood is to be D� structural II grade or exterior use G-G - � .. � u� - „ S m o" � �
�����•���•��•�� GONGR�TE surve �- \ � �� �_
GONT. ............... GONTINOUS �ANSI). or G-D grade. y' ����� �N��O��i{�I I N� ���O � � Q 6�� �-� m m_
'7. Pre-fab fireplace manufacturer shal l provide models and q. �dge of plywood sheet not nailed to stud,�oists or solid X ',- ' ��� �4 4-� 6 6�
D� ����•����������������� DRYING M?�GHIN� 2. This architectural site plan does not guaranty accurate / w ����,��{� ����� , ,�, , ,>__ _- �, _ � a m� o � 6 �L £4
a p provals to the Git y Buildin g De partment. b l o c k i n g s h a l l b e b l o c k e d b y 2 x 4 a n d n a i l e d w i t h e d g e l oc a ti o n o f a l l o r a n le a l b ou n d a ri e s, r o e r t li n e s, � ' -- ---- � . m s`o �. > � 4
D�T. .................. D�TAIL 8. Skylight manufacturers shall submit the design detail with nailing, unless tongue and groove is used. y g p p y ";�' ` x � � L m 6� � c �z „°
DIA. D1,4MET�R en ineer's calculations and brochure to the Git Buildin 10. Subfloor to be 3/4" D� G-D T � C� I wood, nailed setbacks, easements, utilities, buildings and other items on the � �,� ' uV„u ��, ' `' m a„ 6� m o � �„
9 y 9 p y ��,P�,r� m � o, � 6 �
„ „ ro ect site. The desi ner or author of this architectural site ?�R�A OF LIVIN6;" ,_, 0 � �, 6 L�, �; 6 �
DIAG. .............. D1,4GR,4M Department for review and approval. Provide IGG listings or perpendicvlar to floor joists with 8d at 6 o.c. edges and 10 p � g �-L � s �o � o� � �
plan shall not be held liable for any inaccuracies, ADDITION z '" �-09
D.W. ................. DISH WASHER ec�ual. o.c. field. ; °'u;o o � £'; u;- o
discrepancies and/ or omissions in comparison to any other (12� SF) u .-
DBL a. Guardrails shall be built to resist 200 Ib. per in any II. Subfloor applied directly over girders to be I-I/S" DP G-D a � x ;�,x _ _ 3� �-�;o N �� 6 a-� °
•••�•••••••••••• DOUBL� , legal documentation or survey generated by a professional k ` X ��� � � T � �T� e 6 L ` c� 6 �,�
direction. Guardrails shall be 42" high with intermediate T � G plywood, nailed with IOd at 6' o.c. . . . . � o L £ m � o 0 9 �; �
D�• ••••�•••••••••••••• DOOR . „ civil engineer or licensed land surveyor or in comparison with
members 4" o.c. 12. Provide rafter ties at 48 o.c. where ceiling �oists are an official recorded ma s or lans with an overnment � ma� m' �� m��i
D.S. .................... DOWN SPOUT 10. Provide 30" min. clear width at water closets (15' min. er endicular to rafters. y p p y g 8'-O" x II I I m � �- ' o�' m"-- o i
D � p p recognized recording or mapping agency. , , I I OWN�R: ,45HWATH THIRUMAL?�I and m 6�9 � 6 Q�S v t
••• DOUGLAS �IR each way from center of water closet). 13. Purlins shall be 2 x 6 min. or the same size as rafter, ;k,;h' X ' .x m `_- E m c� m �
� , s t S- O L � O Q m
�•�• �••••••••••••••••• DOUBL� HUNG I I. Provide underfloor access IS" x 24" whichever is greater. ,X %`� ,-�.�'`�. �� �� k� I I �-4 PARU SOMASHEK,4R �. a �Q � o t � c ,� �
3. Homeowner and/ or his/her authorized agent/
WINDOW 12. Provide underfloor ventilation not less than I/150th of the 14. Bolts bearing on wood shall have standard cast iron or � ,AR�,4 OP LIVING II ADDRESS: 10228 GOLD HARBOR
representative shall verify the location of all legal
E q. .................. �AG� underfloor area. malleable washers. Bolt holes shall be drilled I/16" lar ger boundaries, ro ert lines, setbacks, easements, buildin s and �%� ADDITION I I �
p p y 9 �' /��IE.GUP�RTINO, GA q5014
ELEGT. 13. Provide attic ventilation not less than I/150th of the area than bolt diameter. Threads shall not bear on wood. Lag x (348 SP) � � �
�� �L�GTRIGITY other legal req,uisites of the property prior to start of ; II o0
of the attic. screws pre-drill holes same as diameter of root thread. Z .;,�k; USE DESGRIPTION: SINGL� �,4MILY R�SIDENG� s� �
E�-�U. ............. EL��IATION 14. �/eneer anchors shall be desi n er 2013 GBG. �nlar e to shank diameter for len th of shank. construction. � .;�� I I � �
9 p 9 J � s I OGGUP?cNGY TYP�: R3 and U �~ �
ENGL. .............. �NGLOS�D 15. Stairway designs s hall per 201 3 GBG. 1 5. Go lumns an d pos ts a t ex terior loca tions or su bjec t to � � II w �
EQ , . 4. Homeowner and/ or his/her authorized agent/ , i ,� II I � A.P.N. : 36q-Oa-03'7 � o0 00
•••••••••••••••�••••EG2U?�L I6. Tempered safety glass typical at all exterior sliding water splash shall be I' above finished floor and shall bear representative shall employ services of a licensed land IX II � o �
EXT. ................. �XTERIOR doors, sidelights ad�acent to doors, any glass less than IS" on a metal base plate or a foundation plate or sill as I GONSTRUGTION TYPE: �l-B �
surveyor or licensed civil engineer to conduct an I I� � M■■�
(E), �X............... EXISTING from floor, interior shower enclosures and any window above spe�ified Sec. 2304.11.2.7, GBG. independent survey of the property in order to a�curately �- II �XISTING RESIDEN II �� ZONING DISTRIGT: R-I-'1.5 T/� .> � � p �,
tub or inside shower enclosures or an hazardous location for I6. Where stud wall abut masonr walls the stud shall be 2 x 4 (IQ�3 SF) ��t �, �
F/ ..................... �OR y y verify and document all legal boundarfes, property Iines, II II � � � �l � Q � °'
which lazin can be sub'ect to human im act. DF PT member and anchored with I/8" x 3" 'Ramset' drive ins \ / - LOT AREA: '7,512.00 SP y �
F.�. ................... FAGE �RAM�D g g � p p setbacks, easements, buildings and other legal reqyisites of z II I I I �T� � U �
I'1. Smoke detectors shall be installed in every room and at a � 24" o.c. the ro ert I �� � � �XISTING LI�/ING ��� � " a�
FIN. �LR............ �INISH �LOOR . . . • p f' y. � , . II � � II ��J Q � �
point centrally located in the corridor or area giving access 17. f�ll studs shall be �ontinuous and uninterrupted for the I� , � �, �� � a� �,
F.O.G. ...............FAGE O� GURB or to each se arate slee m areas. In new construction, all entire full hei ht of the wall unless su orted laterall b . � II II � � � � ARE,4: I,q�3.00 S� � � � cd
p I'� g g pp y y 5. Dimension, notes and survey information shown on this -� - - - - - - - - - - - - - - - � � � � - _ - - � o � oo •
FAG� OF GONGRETE smoke detectors shall be hardwired with a battery back-up. �eiling, floor or rafter�oists perpendicular to the wall. The . . II In nl II I I � o �XISTING 2-GAR •� � �' oo �
architectural site plan are to be referenced with plans k ���J L J � � � I�l �, � ,�
F.O.S. ...............�AG� O� STUD 5moke detectors installed in existing buildings may be solely max. allowable wood stud height shall be per Sec. 2308.q, re ared b the civil en ineer or licensed land surve or of � - - - � � � � I GARAGE: 53q.00 SP � 00
F.G. ...................�IBERGL,455 battery operated. GBG. record of the ro'ect, igsuch services are retained b the x� '` � - I I II � �j °' c� U � �
I8. ftll lath and plaster shall conform to GBG Ghapter 25. 18. Provide firestop to cut off all �oncealed draft openings p � y � I I� I - I- �L�SS 6?�RAGE AREA (-q0.00 SP) ^ A � �ri o y
F I X. .................. �I X T U R� +�o m e o w n e r a n d/ o r c o n t r a c t o r. A l l d i m e n s i o n s, n o t e s, s u r v e y I 0 • � o 0
Exterior lath and plaster (stucco) shall be applied �/8" thick (both vertical and horizontal) not to exceed 10'-O". fnformation and other site Information shown on lans � ' I I � - - -�-� ' - TO B� GON�/ERTED "� '-' ��
FLASH. ........... �LASHING P - }� � 0 � � � �
min. in no less than 3 coats over wire mesh lath, over 2 layer IQ. No cripple wall studs supporting a floor shall be less than re ared b the civil en ineer or licensed land surve or of ,- I � � I I m ' � o
FLOUR. ........... �LOUR�SG�NT � , �� � �� . I' p y 9� y _ _ � '' � I � O- TO LI�/ING SPAGE) M■■� � o
IS# rade D felt with wee screeds (t ical unless noted 14 hi h. �or cri le walls exceedin 4-O in hei ht, such walls � ���� �� _ � �c o �
FLR. g p yp g pp g g record shall su erceed an dimensions and notes shown on �' �XISTING GO�/ER�D
................. �LOOR otherwise). shal I be framed of studs having the size rec�uired for an p y �_� - - � - - - - - - - - - - I I I �� I I � , 1 � � �.
t h i s a r c h i t e c t u r a l s i t e p l a n. - I � ��I� I I � v�
FTG. ... FOOTING Iq. Provide approved flashing at all openings in the exterior additional story. _ - - z PORGH AR�A: 57.00 SF M��� � � o
F.A.0. ............... �ORG�D AIR UNIT walls such as doors, windows, skylights, vents, pipes, ducts, etc. 20. One-hour separation wall between garage (Occupancy 6. Should the city determine that this project req,uires I (� �� � II I N � � �
.................. GP�L�/�tNIZE IRON p p g p y p additional information, such as site survey, geotechnical �XISTING I X �XISTING BUILDING � �
G.I. . in such a manner as to make them water roof. All metal Grou M) and dwellin (Occu anc Grou R): 2 x 4 studs at • • xx � �__ I �,..,
flashin shall be Ga. 26 GI, unless noted otherwise. 16 o.c. w/ 5/8 thk. t e X sum board on ara e side to � � � -� GOV�RED PORGH � �u ARE,4: 2,4'1q.00 SP � � o
G,4. ....................GAUGE 9 yp 9y� 9 9 report, soils report, environmental assessments or reports ;; � �„ , �, ;k;Xj���
GLS. GL,455 20. Provide a min. 12" x 12" ac�ess to all tub shut off. extend to roof diaphragm nailed w/ bd cooler nails at '7 o.c. and any other reports, research or additional information as � GARACv� AR�a TO �%� I�I II I � NEW LI�/ING ADDITION i �" a
����������������� 21. ,411 dimensions are given as face of stud unless noted unless otherwise noted. Geiling at garage to be 5/8" thk. type determined b the local cit lannin / buildin de artment as BE ADDED TO A
GLU. LAM.......... GLUE LAMINATED , , y y p g g ►' w ARE�: 475.00 5�
otherwise. X gypsum board when living area. Install gypsum board rec�uired items in order to process the plans, the owner shall LI�/ING AR�A (q0 SP) , � �� ��� - - �� �� z Q
GLZ. ................. GLAZING 22. All dimensions take recedence over scale. Do not scale verticall or block all ed es. Block ed es at ara e wall ' �
G.P.�. G,4LLON5 P�R �LUSH drawin s. p and housy0 �eilin g g g g employ the services of licensed professionals that can supply x ' - - - �- �� �� - � _I �XISTING G�4R�G� AR�?t
9 9• such information and services. � TO B� GONV�RTED
G�. ................... GRADE 23. These documents were prepared for a negotiated 21. Plaster, metal lath and drywall shall comply w/ current GBG � I I-
�p������m���� I � TO LI�/ING SPAGE: q0.00 S�
GYP. BD. ......... GYPSUM BOARD contract between owner and builder / contractor. Not all 'I. ,4telier Designs shall not be held liable for any delay or I �
HDR. .................. H�,4D�R conditions and details are shown. It shall be the owner and STRUGTUR,4L: additional cost to this project caused/ or due to ad�ustments, I I � � �1 p- TOTAL NEW BUILDING
builder / contractor's res onsibilit to select all finishes and 0
H.V. ................ H�?,T �/�NT p y changes and/ or revisions to the plans as rec�uired by any II � II (X �LOOR AR�A RATIO: 3,044.00 5� (40.5%) \
fixtures. I. Gonventional Light Prame Gonstruction shall be followed. additional findings and reports submitted by licensed IJ � �
H.D. .................. HOLD DOWN I � I L-
rofessional consultants such as Licensed Land Surve ors, I � � ROOP OV�RH,4N6 /�RE,4
I.G.B.O. ........... INTERNATIONAL p y I z }- I
GONGRETE and �OUNDATION (refer to Structural General 2. All lumber, plywood, fiberboard sheathing, particleboard Givil Engineers, Geotechnical/ Soils Engineer or others I �XISTING 2-GAR � � II I (INGLUDING BR��ZEWAY : 61q.00 SF
GON��RENG� O� Notes for additional information) and structural glued laminated timber must be identified by a licensed professional retain by the Owner or his/ her I GARAGE TO � � �I II I
BUILDING O�FIGIAL I. Slabs on rade shall be 4" min. thickness. See drawin s for rade mark or Gertificate of Ins ectfon Issued b an 8'-O" - TOT,4L ?�R�,4 INGLUDIN6
g g g p y authorized agent/ representative, or as deemed rec�,uired I REMAIN (44q S�) X lu I II
INSUL. .......... INSUL?�TION sand, rock base and reinforcement. Slab on grade shall be approved agency. and necessary by the local Gity/ or Gounty Building and/ or SETBAGK �I � I II I �_o ROOP OV�RHANG: 3,663.00 SF (48.'7%)
JST. ............... JOIST placed in alternate panels. No panel shall exceed 25 lineal 3. Manufactured truss components must be inspected and Planning Department or other governmental agency. I EXISTING GAS/METER � I II I S�TB,4GK
feet in width or 600 sct. ft. in area, unless separated by approved by a recognized ctuality control agency as I M�iK To ReMa,iK I
LINO. ............. LINOLEUM m � _ �� _ _ �
control joints. specified in the GBG. II - � � MAXIMUM �LLOW�D
M.B. ................. MAGHIN� BOLT 2. ,�,II exter�or concrete slabs (Patlos, drfvewa s, and 4. Seams shall not have splits or checks longer than the ,4TTIG �/ENTIL.4TION G,4LGUL,4TION: � II �LOOR ,4RE,4 R,4T10:
M�R. ............... MANU�AGTUR�R y UPGRADED POWER 3,v08.40 SP (45R'o�
walkways) to have a minimum slope of I/S" per foot to narrow face dimension. i uNir ,�,rric veNT = 2"� (3.14 SQ IN.) I MAiw PAN�� C�oo I
M.G. prevent ponding of water. g j I UxIT "EYE SROW" �/ENT= a2 SQ INGH I �- O�/ERH,4NG AREA: 447.60 S� (530
................. M�DIGINE GABINET 5. Provide solid blockin at the ends of all oists and rafters AMPS MIN) _ )
MTL. ............... M�T,4L 3. Gonstruction �oints shall be thoroughly air and wat)er over all bearfng walls. 14"x24" WINDOW VENT UNIT= 836 SGt INGH � _ _ _ � � - TOTAL ALLOWED F.A.R
MIN. ................ MINIMUM cleaned and roughened to expose coarse aggregates. 6. Provide span blkg. for all flrs. at joists of size 2 x lo or i4°Xi8" WINDOW VENT UNIT= 252 SQ INGH � w/ OVERH,4NG):
(�j) N�y�j 5urface to receive concrete shall be maintained continuously greater at 8'-O" o.c. (optional). �4"� �/ENT UNIT= I50 SQ INGF+ � �� �,756.00 S� (50g'o)
wet at least three hours in advance of ourin '1. Notching at the ends of �oist shall not exceed I/4 the �oist LAND USE D�SIGN?�TION: RESIDENTI,4L LOW DENSITY
N.T.S. ............. NOT TO SG/�L� p g� de th. Holes bored in oists shall not be within 2�� of the to REQUIRED ATTIG �/ENTILATIOh1=1/150th OF ATTIG SPAGE: EXISTIh1G �X-�'�- I�I��
OV. ................. OVEN 4. �or footing: ultimate compressive strength at 28 days shall P J p AT FAMILY ROOM ADDITION AfzE,�a: WP�LKWAY � I-5 (DU/ac)
be 2500 PSI. max. a re ate size I-I/2", slum 4" and min. or bottom of the 'oist. O ���(������
O.G. ................... ON G�NTER gg g p 438 SF/ 150= 2.92 SF (420.48 SQ INGFi)
cement of 4-I/2 sacks per yard of mix, max. water content 7 • 420.28 SQ. INGH / 3.14 SG2 INGH - 134 UNITS OF EAVE
O/ ................... OVER gqllons per sack. Slab on grade: Ultimate compressive �X������ z N '���� ��� �� � � � /����� o
�/ENT UNITS REQUIR�D. � 0 � �
O.H. ................. O�/ER HANG strength at 28 days shall be 2800 P51. Max. aggregate size � I��I��Wf�Y - -
PR. .................. PAIR 3/4", slump 3-I/2" and min. cement content of 5-I/2 sacks per • � Ar MASTER SEDROOM ADDITION A�REA: � � 0
P.G. PHOTO GELL yard of mix, max, water content of 6-I/2 gallons per sack. �i. Provide double trimmers and sill for openings of 8'-O" REQUIF2ED ATTIG �/ENTILATION=1/150th OF ATTIG SPAGE: � dl = a. 348 SP ADDITION PLUS REMOD�L TO �XISTIN6
P.G. ................. PAINT GR,4D� 5. Transit mixed concrete shall conform to ASTM specification WIdO. 121 SF/ 150= .84 SP (121.92 SQ INGFt) _ - �t� Y HOME TO Ih1GLUD�:
G-q4 and above provision. 10. Provide double 2 x 4 top plates to have minimum 48" lap 121.q2 SQ. INGH / 3.14 SQ INGH = 34 UNITS OF EA�lE � � � I. N�W GUEST ROOM
PLY.,P.W.......... PLYWOOD 6. Goncrete strength to be verified by standard cylinder splice. �/ENr UNITS RE�tUIR�D. I 2. REMODEL AND ADDITION TO EXISTING �?�MILY
PKT. ............... POGK�T tests made by an approved testing laboratory. II. Provide 18° ('Simpson STIS typical U.O.N.) seismic straps at I ROOM.
P.B. PUSH BUTTON '7. The excavated bottom of all footings shall extend to the top plates where construction �oints at the corner of wall. �'Rovin� (3)-2" DIA VENT HOLES w/ INSEGT MESH AT �U 0 ------------__
FRIEZE BLOGiG AT E�lERY BAY. ATTIG �lENTING SHALL � _ 3. RELOGATE �XISTING KITGHEN TO ADDITION
P.T. . PRESSURE TR�AT�D elevation marked on Foundation Detail sheet. 12. All headers shall be 4 X 12 DF YtO. 2, Ut11e55 otherwise g� SUPPLEM�NTED BY GONTINUOUS RIDGE V�NT UNIT (8Y rn �8'-'7" f�REA:
REF. . R�FRIG�RATOR 8. Footin shall be oured in neat excavation without side noted. ; - --^--- - 4. AD171TION OP NEW LAUNDRY GLOSET AR�A.
••••�•••�•••.• g I� 'GAF'). RIDGE LENGHT OVER NEW FAMILY RODM: 20 FT. �
RDWD. R�DWOOD forms whenever possible. 13. Nailing Schedule shall conform to Table 2304.q.1 GBG. PEtZ 'GAP' RIDGE �/ENT SPEGIFIGATION, I-UNIT OF 4' U � ' 5. REMODEL EXISTING L,4UNDRY izOOM TO NEW
R�Q'D. ......... iZ�G2UIR�D a. A�n�hors, bolts, inserts and other hardware to be set in 14. Provide double floor joists where wal Is run parallel and LENGFfT RIDGE �/ENT UNIT GAN PRO�/IDE Ib SQ INGFt OF � � 31'-7" � �������-� �ULL BATHROOM.
concrete shall be ffrmly set in position before concrete is dire�tly over �oist. N�T �rzE� �/�NTILATING AREA (N��/A), INSTALL PER - / ', 6. UPGR�4D� �XISTING POWER PANEL/
R.S. ................. R�S?�Wl� placed. 15. Provide solid blocking at�oists where walls run MANUPP�GTURER SF'EGIPIGATIONS. O M�T�R TO 200 AMPS (MIN.)
RE�/. .............. R�V�RSE 10. Stepped foundations shall be used where the ground perpendicular to �oists. �I�����K 1''v '1. REPLAGE �XISTING WHOLE HOUS� FORGED
R.O. ................. ROUGH OPENNING slopes more than I foot vertical to 10 feet horizontal. Top UNDERFLOOR �/ENTILATION G?�LGULATION: � � 'z AIR HE?�TING UNIT LOGAT�D IN H?�LLWAY �tND
SEL.................... S�L�GT STiZUGTURAL and bottom of foundation to be level. � � Q � � � RELOGATE TO ATTIG SP/hG�. �
I UNIT FLOOR �/ENT = bxl4 �/ENT SIZE '�, � ; 0
STR.................... STR�NGTH II. Reinforcing steel shall be grade 60 with deformation per = 84 SGt INGH OR 82 SG2 INGH (LESS AREA `•, O 8. REPALGE EXISTING TANKED AT�R HEATER
S.H. ................. SINGLE HUNG ASTM specification P�-615 and welded wire mesh per f�STM MEGHf�NIGAL: �,��(����}���� `' v WITH N�W T,4NKLE55 GAS W�4T�R H�AT�i�. �
APPROX. ARE,4 OP INSEGT MESH) `,
SL. GLS........... SLIDING GLASS specification A-185. � ' a. INSTALL N�W ftlR GONDITION GONDENS�R UNIT. �
12. Splices in reinforcing shall lap 32 diameters in concrete I. All mechanical shall be installed per Uniform Mechanical REQUIRED UNDERFLR �/ENTIL?.TION=1/ISOth OF GRAWL SPAGE: � 0 ; 10. R�MODEL EXISTING M�45T�R BATHROOM. O �
DR....................... DOOR and 48 diameters in concrete block. Reinforcing shall be bent Gode and Gity ordinances currently in use. AT FAMILY RooM / GUEST iZoot�t AnDITION: ' �
SHT'G. ............ SH�?�TING IS" min. around corners in walls and pilasters. 2. Solid fuel, oil, gas rec�yire outside / atti� / underfloor Gf2AWL SPP�GE AT NEW ADDITION= 438 SF/ 150 b. GONVERT PORTION OF �XISTING C�ARP�G� AR�A � _
SHT. ............... SH��T 13. No. 4 rebars continuous to and bottom of all concrete combustion air. Size and location of combustion air vents = 2.q2 5� (420.48 sQ iNct�) ' ._ -' (a0 S�) INTO LI�/ING AR�A (PART O� FAMILY �
p �
S � P SH�L� � POL� stem walls w/ 20" lap at all �oints and corners. Horizontal determined by 2013 UMG. = 5.i2 orz 5 vENr u�tirs ----_.------" ROOM ,4DDITION/ REMODEL).
SHWR. SHOWER rebars to be placed 3" from respective top or bottom of 3. Furnace rooms shall comply w/ 2013 GMG. E�tUIREn�' Q
AT MASTER SEDi?OOM ,4DDITION: ���� ������ � � �
concrete foundation. 4. Provide automatic ni ht setback thermostats on all i c. 12"7 SF ADDITION TO EXISTING MASTER BEDROOM. �
S.G. ................. SOLID GOR� g GRAWL SPAGE AT NEW ADDITION= 12'1 SF/ 150
14. Provide U�ER electric ground w/ 2 no. 4 rebars 20' long furnaces. Total output for all furnaces shall not exceed I I � � � �
S/GLO.............. S�L� GLOS�R embedded in footin in o osite directions. Install GEG = .84 sF (i2i.q2 sa iNc�) ���N,l�� d. ��MOD�L EXISTING MAST�R BATHROOM AND
S.G. STf�IN GR?�D� g ►'p 125,00o BTU�S. = 1.48 OR 2 VENT UNITS i � � \
continuous from UFER to water pipe, but not to gas pipe. 5. Provide 6 �learance in combustion air side of furnace � GLOS�T.
................. " REQU I RED
SP�G'S............. SPEGI�IG?�TIONS I5. Provide 5/8" diameter x 10" (min.) anchor bolts w/ 3" sc�. x room and 30" working space in front of all heating controls. l,r�
S(,�, ,,,,,,,,,,,,,,,,,, SQU�4R� I/4" thk. steel plate washer and nut at 4'-O" o.c. one-story 6. Where there is a water heater or gas furna�e lo�ated in *�XTERIOR EL��/ATIONS AT NEW ADDITION AREA SHOWS (II)-bxl4 -�',�- �`�� No'���: � �1 lllll III `
STD. ............... STANDARD and at 4'-O" o.c. two-story, unless noted otherwise on shear the garage and a door from the garage to dwelling, provide UNDERFLOOR VENT UNITS AT FAMILY ROOM/ GUEST ADDITION ��� � � �� � /�� _ � !� �
SURR ... SURiZOUND wall schedule. Locate anchor bolts within 12" from corners and min. I s in. outside combustion air er 1000 BTU w/ I/2 hi h AREA, AND (6)-bxl4 UNDERFLOOR �/ENT UNITS P�T MASTE� I 6 ��I��//
butt 'oint. and I/2 low vents for water heaterp g BEDROOM ADDITION ARE,4, WHIGH EXGEEDS THE MINIMUM �. ����I�� � M I N I MUM 5% C�i���� �I�OP� �W�Y ��OM �OUND�fiI ON �O� z �� f,�la � �
............
SIM ..................
SIMILAR I6. 5ee Shear Wall Schedule for anchor bolt spacing at shear 7. Garage applications shall have flame ignition 18" above GALGULATED REQUIRED �/ENT UNITS. �/ENT UNITS SF+ALL BE � MINIMUM I71�Tf�N�� O� 10 ���fi M��SUfi��� ��i�P�NI�I�UL�i� �`O �+�� � � ��� Z �
T�MP. .............. T�MPER�D wqll5. � PRO�/IDED WITFf INSEGT METAL MESH w/ I/4" SQU,4RE (MAX.).
GLS floor and protected from auto impact. f�-I SIT� PL�N i�?�i�GEL M?�P - � �
GL�45S I'1. Install 6" x 14" galvanized screen foundation vents. 8. Venting of appliances shall comply w/ 2013 GMG. ��`�� �� ��� ���-�• ���`��.�� �X��������: ' ' I- �-
T # G ........... TONGU� � I8. Provide two 6" x 14" galvanized screen foundation vent q. Provide clearance at range top to combustible materials a) I� �U I LD I N� �I T� �0�� NOfi �J�1�OW I O ���fi O� �1�0�� �N���i�C�� PROJEGT D�4T�4, LOG�4T I ON Q I� .�
GROOV� per car space in garage exterior wall. Por additions, extend per 2010 GMG. �or exception, see 2010 GMG for � I �� ���I �,���� �,����; ' M��, ���G�L M��, ������L Q � X
THK. ............... THIGK existing utilities (i.e. pipes, hose bibs, etcJ removed due to rectiuirements. fi�� �����ImL.�fiION O� �fi��$INS O� �W�J,_�� TQ �NSUfi�� ���IN�C�� ~,�`
T Y P. T Y P I G A L placement of new addition, to exterior wall of new addition. 1 0. All a p pli an�es sh all b e a p pr ov ed b y a r ec o gni z e d t e stin g I. �I R E S P R I N K L E R S Y S T E M I S N O T R E Q U I R E D. �W�Y ��O M �H� S�R U�i fi U��. N O T�S � �II � � V
Iq. For cold 'oints, drill I/2" dia. holes into existin concrete, a enc B M i� G O N S T R U G T I O N B E S T � I I� �
U.N.O. ............... UNLESS NOT�D J 9 9 y� l �
brush and air clean hole, pack and epoxy grout (use ',4dhesive I I. Provi de seismic s trapping for wa ter hea ter, top an d �/ I M���V I�U� �����G�� ������ �� ���� �� ��� �U�f����� � '� � 0
OTH�RWISE Engineer's' concressive or eq,ua�). Provide 24" min. lap into bottom. �OUN��fiION �I�I�1=L. �� �JeO��� � MINIMUM O� �/ �W�Y ��O M -��}� Mf4N�GEM�NT PR�GTIG�S �
U.B.G. ............. UNIFORM BUILDING n e w c o n c r e t e d n d t i e t o c o n t i n u o s r e b a r a t t o p a n d b o t t o m 1 2. ,4 1 1 i n t e r i o r b a t h r o o m f a n s s h a l l p r o v i d e 5 a i r c h a n g e s p e r � Z
G O D� of new footing. hour. �U I l�l�I N C�. �-2 �S-�U I L D/D�M O L I T I O N i�L�4 N, z � � � �
U.P.G. . UNIFORM PLUMBING 13. Provide automatic dampener at all ventilation fans. f�-� N�W �I fi�S T F L O O R P L?.N � �
............ GOD�
14. Gas piping shall not be embedded in or below slabs within � �
UNIFORM MEGHANIGAL GARP�NTRY: building or pass under foundation. E sF ,��G� I T�GTU��� S I T� i���l�l ��L-G���� ��SID�NTI,4L [� � � �
U.M.G. ............. I5. Sheet metal to be a minimum of 26 Ga. g.i. unless otherwise a`� N �HEGiGL I ST � � "� � �
GOD� I. Rafters,�oists, beams, girders, posts and mullions to be noted. i'rovide valle flashin 0 �
�/�RT. �/�RTIGAL Douglas Fir, Goast region graded based on Standard Grading I6. Provide spark arrestors on all chimneys. -�� z �y SG�LE I/8�� = ��-0�� ��4 N�W �XT�RIOi� �L��/,4TIONS � � � �`
........... v
y� ..................... WASHING M,4GHINE and dressing rules no. 16 of the West Goast Lumber Inspection '�N M �t-� BU I LD I NG S�GTI ON f�, �
yy/G ............... WAT�R GLOS�T Bureau. PLUMBING:
WATER HEAT�R 2. Minimum grade to be used except as noted on drawings: ��-� ELEGTRI G�L/ MEGHf�N I G�L JOB NO.
W.H. ................ ?�SH-P?�RU
y�� .................. WITH I. All plumbing installation shall conform to the Galifornia ��.f��
Structural �oists #2 Plumbin Gode and Git ordinances currentl in use. aA''-�:
yyp. ................. WOOD Plank and Rafters g y y S� STRUGTUR�I� G�NER�rI�
WROUGHT IRON 2. Provide approval from the Sanitary District. II/�3/�016
W•�• ••••••••••••• ••• 3. Provide a 6" sand bed and cover if plastic or �/GP is used �OT�S, ��T���-S DRRWNBY:
WIND., WDW... wINDOW 5tructural light framing #2 for sewer line. S-I N�W �OUNU�TION P1��N FT Kun
y�(.P, WATER PROO� 4. A� 4" cleano�t to grade shall be installed within the first 4 '
................
y.�.s. W�,4TH�R STRIP Light framing and Std. Grade. feet from property line, where lateral enters the property ROOF �fi�,4M I NG i�L�.N, scs,�e:
y�.y�,M. ......,.... W�LD�D WIR� Wall studs and shall be housed in a concrete box with removable cover. S�RUGTU�'�L NO�`�S �S NOTE17
MESH rJ. BCIG{GfIOW device shall be installed if recluired by Sanitary
Beams and stringers #I District. SD-� STi�U�TUR�4L T�ET,41 LS.
6. Gondensate drains shall not enter sanitary system. T24-I �N�RC�Y G�LGUL�TIONS
Posts and timber #I "1. Regulators are rec�uired for pressures in excess of 80 -
ibs. T 4� NEi�C�Y G�LGUL?�TIONS
8. Ploor drains shal I be equipped wlth trap primers. T-� TO�'OG ���Ci SU�'��Y i
R�VISIONS:
NOT�S and LEGEND: �
INDIG,4T�5 EXISTING WOOD STUD �
WALLS ,4ND STRUGTUR�S TO �
REMAIN.
�
— — INDIGAT�S EXISTING W,4LLS ?�ND �
— — STRUGTUR�(S) TO B� D�MOLISH�D,
REMO�/ED OR R�PLAGE (AS NOTED �
ON TH� PLANS)
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DDITION T�
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� i LAB, FIELD VEf21FY ANY EXISTING �
I � � UTILITIES, PLUMBING LINES, ETG � �" � � �
� PfZlOfi2 TO EXGAVATION FOR NEW GA O Q, 00
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� REMOVE ALL EXISTING KITGHEN GGE55 TO BE �+ p„i
� j GOUNTERTOP, GABINETRY, ,4PPLIANGES, REMOVED A
I i J PLUMBING FIXTURES, FLOOR AND WRLL �----- -________— s---
�DDITION i FINISH IN EXISTING iGITGHEN. i r----- - ---� �-- —' OO
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CALGREEN RESIDENTIAL CHECKLIST-MANDATORY Indoor Air Quality and Exhaust 6ecaus� sa man fir� deaths accur when accu ants af residential huildin s are aslee at the time af a fire, th� � +���S�oNs:
ITEMS EM ERGENCY ESCAPE AN D RESCUE �013 GRG SEGTION ��o.� ,��� �+�T: � � � �o�rEs and L�G�ND:
4.506.1 Bathroomexhaustfans. Exhaustfanswhichterminateoutsidethe � � Basements in dwelling units and �
COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION building are provided in every bathroom. �
CUPERTINO ALBERTSALVADOR,P.E.,C.B.O.,BUILDINGOFFICIAL 3�4"GLEAR OP'�PNIN�R`s W1aTF1 . E�ery sleeping room below the fourth story
10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 Environmental Comfort I ND I GATES NEW 2x4 WOOD STUDS �
(408)777-3228•FAX(408)777-3333•buildinq(a�cupertino.org �a� ����� �T �6�� O.G. WALLS (TYPIGAL U.O.N.)
4.507.2.Duct systems are sized and designed and equipment is selected ���*���+� �+�T�+ 5hall ha�e at least one operable window or exterior door opening appro�ed for emergency es�ape and res�ue.
The 2013 CalGreen Code applies to additions or alterations of existing residential buildings where the addition using the following methods:
or alteration increases the building's conditioned area,volume,or size and also applies to all new low-rise 5u�h openings shall open dire�tly into a puhli� way or to a yard or court that opens to a puhli�way. �
residential buildings,high-rise residential buildings,or both. Existing site and landscaping improvements that 1. Establish heat loss and heat gain values according to ACCA Manual J or fi • The net �lear o enable area shall be no less than 5.7 s uare feet 5 s uare feet for rade floor o enin S
are not otherwise disturbed are not subject to the requirements of CALGreen. equivalent. � � p � � � g p g INDIG?�TES EXISTING WOOD STUD
2. Size duct systems according to ACCA 29-D(Manual D)or equivalent. �
fF alld f]aS�171eC1t WII1dOW WeIIS). WALLS �41VD STRUGTURES TO �
In addition to the aho�e requirement, the net �lear openahle height dimension shall he a minimum of 24 R�M�41N.
TFlIRUMALA�I-SOMASFiEKAR RESIDENGE 3. Select heatin and coolin e ui ment accordin to ACCA 36-S Manual S { • �
Project Name: 9 g q P 9 � �
orequivalent. /� in�hes. The net clear openahle width dimension shall he a minimum of 20 in�hes (IVote: using hoth
ProjeCtAddress: 10228 GOLD HARBOR AVENUE, GUPERTINO, GA 95014 , • _ � • ��'� Cl'11111C1'IUCI'1 f�Ul'�5 WIII C10t Of]taIC1 th� I'�C�UII'�C� �.7 SC�UaI'� f��t.}
Project Description: RESIDENTIAL ADDITION AND REMODEL • �
� 4P�N146L� m. �1iPEF1A1li..E ARGi4 �L71JA45 r
Qualifications � I+�Rea Ev�.1laL5 8'1•• �.� 5.a 54i.FT.ll�lfi �r Ji� dl� t m -6 Ji� �
The chart helow summarizes the minimum window dimensions that will achie�e a 5.7 square-foot opening. � o � 6 m L 6 m �9s
� 5.7SQ_ F'T .� �,� 61� 61[ ; 6 66 '"
InstruCtiOns: 702.1 Installer training. HVAC system installers are trained and certified in ~"� �'�.. �.� 0 6 �� 0 i 4 U fl-�,. m
1. The Owner or the Owner's a ent shall em lo a licensed rofessional ex erienced with the California t he proper ins ta l la tion o f H V A C sys tems. � � ��t ��..�.�� GL EIiR M i n i m u m W i d t h l H e i g h t R e q u i r e m e n t s f o r E m e r g e n�� E s c a p e a n d R e s�u e W i n d o w s (i n�h e s} -�¢p � � m o� � �S�
9 P Y P p �' -- �+� Vl�dth 20 20.5 21 2�.5 22 22.5 23 23.5 24 24.5 25 25.5 26 26.5 27 �v �-°- £ ; m �
Green Building Standards Codes to verify and assure that all required work described herein is properly 702.2 Special inspection. The Licensed Professional responsible to verify 't,� �.r' �.,� 6 �� 0� 0 {�n� ,��Q
planned and implemented in the projeCt. CALGreen compliance is qualified and able to demonstrate competence in the � ❑ �,� ��r' �� Height 4'� 4d 39.� �8.2 37.3 3fi.5 3'�.7 34.9 34.2 33.5 32.$ 32.2 3'�.6 3'� 30.4 � � ,�� ����6,� 6 L L
2. The licensed professional,in collaboration with the owner and the design professional shall initial Column discipline they inspect and verify.
2 of this checklist,sign and date Section 1 -Design Verification at the end of this checklist and have the �`••t r�'� �`•. Vl�dth 27.5 28 28.5 29 29.5 30 30.5 3� 3� .5 32 32.5 33 33.5 34 34.2 V .� Q 6 c���-�� ��
checklist printed on the approved plans for the project. Verifications � �� � m 4`-� 6 6�
Hei ght 29.8 29.3 28.8 28.3 27.8 2?.4 26.9 26.5 26.� 25.7 25.3 24.9 24.5 24.� 24 - N 6+' L- 0 L � �
3. P r i o r t o f i n a l i n s p e c t i o n b y t h e B u i l d i n g D e p a rt m e n t,t h e l i c e n s e d p r o f e s s i o n a l s h a l l c o m p l e t e C o l u m n 3U � 6 p £4
703.1 Documentation. VerificationofcompliancewithCALGreenmay Mlti1f41UMt SIZE 111/1TIDC'W M��.,��y���„ry gt=� y�ry���� m s0 „ > 4
and sign and date Section 2-Implementation Verification at the end of this checklist and submit the include construction documents,plans,specifications,builder or installer FOR A �ft" t'iL�.AI� wIG�TF1 �pR A �d-� �L�p� M��,F.}i'T' 1- Q� 6� 41 � L Z s0
completed form to the Building Inspector. „ 6� o p � c,�
certification,inspection reports,or other methods acceptable to the enforcing » m 6 m L pit_ c 6 �
� ❑ 44 max. from bottom of
agency which show substantial conformance.Implementation verification shall � L Q�� s 6 p f �6 �
be submitted to the Buildin De artment after im lementation of all re uired IS'-I I" m Q. 9 ^- � � � �
g P p Q clear opening to flaor in z m -o � -�
measures and prior to final inspection approval. ' c� L �-6 � £ � L^ �
e resswindorn�sin � � �-,�mN �� 6o� �
Column 2 Column 3 � 3�-l0" 8'-3" 3'-l0" 6 £ m o p �9 ��6 ��
M A N D A T O R Y F E A T U R E O R M E A S U R E P r o j e c t V e r i f i c a t i o n s l e ep i ng r o a m s � -� m t-� �S ,� ,,,
Requirements -�"F �� �6�� ' 0" '�4 0 `
� � CALGREEN SIGNATURE DECLARATIONS ,, f��,a� � � 6�9 � 6 ���� Q;
� I ' � THIRUMALAI-SOMASHEIGAR f2E51DENGE s t S- 0 � 0 0 Q m
Project Name: I H 6 �d o 0 L o� m i
Planning and Design-Site Development
Project Address: 10228 GOLD HARBOR ,4VENUE,GUPERTINO,GA 95014
4.106.2 Storm water drainage and retention during construction. A plan is ProjeCt DesCription: RESIDENTIAL ADDITION AND REMODEL Q PROVIDE 36' SQ GONGRETE �
developed and implemented to manage storm water drainage during � � LANDING w/ .5" (MAX) RISER � � pp
construction. i. `p
.,. �
4.106.3 Grading and paving. The site shall be planned and developed to (W 8068 suDER �Ty �
SECTION 1 - DESIGN VERIFICATION '
keep surface water away from buildings.Construction plans shall indicate how � � pp 00
site grading or a drainage system will manage all surface water flows. - z � O �
Complete all lines of Section 1-"Design Verification"and submit the completed checklist(Columns 1 and 2)with the cV Q - � V O �
plans and building permit application to the Building Department. N `�i '^" � �
�V T/'1 > a� � � �,
• The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and � ���1 �+ � Q � N
General certify that the items checked above are hereby incorporated into the project plans and will be implemented into the �_5 r, G� � („) � �
project in accordance with the requirements set forth in the 2013 California Green Building Standards Code as �_ - W �/j � � �
4.201.1 Low-rise residential buildin s shall meet or exceed the minimum adopted by the City of Cupertino. - _ �a p� O �� Q .�
standard design required by the Ca rfornia Energy Standards. � � ,���,� , � 02/14/2017 0 O �Q ry Q � A � � � �
`� � �� EXISTING � °A ° �' 00
. • . • Owner's Signature Date 2�-��� �a-�o �2'-6" M?�STER � ' � � �
• • ASHWATH THIRUMALAI and/or PARU SOMASHEKAR G� � U � �
Indoor Water Use ��ss4o BEDROOM � �o
Owner's Name (Please Print) n r� A � � O N
' I ! � �` � � rT, 10 00 „+'�
4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures �ry �� � W "� r� � m
(water dosets and urinals)and fittings(faucets and showerheads)shall comply Desi n Professional's Si nature � -F:�Y'f (W 6040 SLIDER � � = (E)8068 SLIDER _ - ^ N ^ �
9 9 f'�`- i Date (E6RE55) 0 �+ � � N
with the following: � ,� O
FR,4NU5 T KUN � � � � O �
❑ 4.303.1.3.2 Water Closets.The effective flush volume of all water closets � pA � �
Design Professional's Name (Please Print) � EX I ST I NG r,
shall not exceed 1.28 gallons per flush. Tank-type water closets shall be �+ • �
certified to the performance criteria of the U.S.EPA WaterSense � D I N I NG ��E� EX I ST I NG � '^' `� �
Specifications for Tank-type Toilets. Signature of License Professional responsible for CalGreen compliance Date �
LI�/ING izOOM w °'
� OVERHEAD hfOOD (OWNER SELEGT), INSTALL O
❑ 4.303.1.3.2 Urinals. The effective flush volume of urinals shall not PER MANUF'R SPEGS. HOOD SHALL BE 30" � �
exceed 0.5 allons er flush. Name of License Professional responsible for CalGreen compliance(Please Print) Phone � ,L",
9 p W MIN. ABOVE RANGE/GOOiGTOP (REDUGE TO ir
EXISTING LI\/ING �LOOR a
❑ 4.303.1.3.1 Sin le Showerheads. Showerheads shall have a maximum �� '� 24" Mlhl. IF PROTEGTED WITH I/4" INSULATING �x - A
g a a MILLBOARD GOVERED WITH 28 ga METAL OR �R�,4: O� O
flow rate of not more than 2.0 allons er minute at 80 si. Showerheads Email Address for License Professional responsible for CalGreen compliance - I � ry p� i
9 P P j- � � METL�L VENT F100D. Q N Q
shall be certified to the performance criteria of the U.S.EPA WaterSense � a� NE W GUE T DN ��G{7�J SF� 3'-�" �
Specification for showerheads. O �� 0 8EDR0 M R4NGE (OfL GOOiGTOP), MWIDTH� '!'-3" 5'-O"
❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a SECTION 2-IMPLEMENTATION VERIFICATION �I � REFfZIGERATOR AMD DISFiWASF+ER �
ANY OTi-fEf2 APPLIANGES PER '
shower is served by more than one showerhead,the combined flow rate of ry
all showerheads and/or other shower outlets controlled by a single valve Complete,sign and submit the competed checklist,including column 3,together with all original signatures on Section � OW SELEGT.
shall not exceed 2.0 gallons per minute at 80 psi,or the shower shall be � � 2 to the Building Department prior to Building Department final inspection. �
designed to allow only one shower outlet to be in operation at a time. I
4'-O" 6'-O" 2'-b"
I have inspected the work and have received sufficient documentation to verify and certify that the project identified
❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of I �2668 ,`�p ,�p (N) GOUNTERTOP Ah1D DBL SINK
residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 the 2013 California Green Building Standards Code as adopted by the City of Cupertino. I n ry ��� WITi-! NEW OWNER SELEGT
psi. The minimum flow rate of residential lavatory faucets shall not be less
� \\ ///6d GOUNTERTOP w/SINK o/
than 0.8 gallons per minute at 20 psi. 0 � ��--� GABINETRY. SINK PAUGET TO BE
Signature of License Professional responsible for CalGreen compliance Date _ REVEi?SP Ih I.5 GPM (MAX) FLOW FAUGET
❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The 0 DOOR SWING � (W2468 �
maximum flow rate of lavatory faucets installed in common and public use N - ry �
Name of License Professional responsible for CalGreen compliance(Please Print) Phone �0
areas(outside of dwellings or sleeping units)in residential buildings shall � i �
INDIGATES UPPER G/aBINET O N W
not exceed 0.5 gallons per minute at 60 psi. m h1EW PULL DOWN ,4TTIG
PER OWNER'S SELEGT GASINET --- - J o
Email Address for License Professional responsible for CalGreen compliance MAKER'S SHOP DRAWINGS, 15-� LADDER (250# MIN) T M� T� ULTRA LOW �LUSH WG (1.28
❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in INSTALL PER MANUF'R AGGESS NEW ATTIG FAU UNIT.
residential buildings shall not deliver more than 0.25 gallons per cycle. � � T�'"f 6PF MAX) OWNEfL SELEGT,
SPEGIPIGATIONS, TYPIGAL. i TYPIGAL.
❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets NEw iI1 m 36" HT G F2 TOP w/GRANITE SLAB TOP �u1 z �
shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may 2�'��� INDIG/aTES NEW K I TGHE I�1 � AL, OWNER SELEGT) o/ BASE GABINETS � � NE W W�LK-I N �`�� ry w�
temporarily increase the flow above the maximum rate,but not to exceed � 2040 SKYLIGHT (SHOP DRAWINGS PER G,4BINET MAKEW, PROV. � � ry p a TEMPERED GLASS SLIDING DOOR
I I GLOSET - - � (OWNER SELEGT)' Pi?OVIDE 4"
2.2 gallons per minute at 60 psi,and must default to a maximum flow rate ' o ' SAGK SPLA51-i (6" MIN.) faT GOUNTERS ABUTTING \ / ��- �N� TALL X 4" WIDE TILED GURB.
of 1.8 gallons per minute at 60 psi. m� � / I ' WALLS,OWNER SELEGT, T1'PIGAL. PROVIDE � \ / � _�'�
0 p � iGh1EE SPAGE AT ISLAND.
�- � / � � _ � � OWNER SHOWER UNIT w/ 2.0 GPM MAX
4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures KITGHEN SINK, OWNER � o i � � 0 � \ � I / ; FLOW SHOWER HEAD. SHOWEfL SHALL
and fittings shall be installed in accordance with the California Plumbing Code, SELEGT, w/ I.8 GPM (MAX) �w I ' �� p � � � B E P R O V I D E D w/ I N D I V I D U A L G O N T R O L
and shall meet the applicable standards referenced in Table 1401.1 of the � � ?Q _ ______�J `r IZONTAL FAU �� ,
California Plumbing Code. � a � OR THE THEf2MOPLASTIG MIXING
� � PEi2 T24 MIN, INSTALL Q1
I � P E f? M N U F'R S P E G S. t v VALVES OF THE PRESSURE BALANGE
D�„� V J1 i _ VALVE TYPE. GPG 418.0
t� _
Outdoor Water Use iv - � � �� �
�D I-n I �N� TILED FLOOR (OWNER SELEGT)
I� � Z LINEN � o/ MORTAR$ED o/GEMENT BD
4.304.1 Irri ation controllers. Automatic irri ation s stems installed at the 4'-I I" 8'-O" m IC � I ° o/ WP MEMBR,4NE, f'ROVIDE
9 9 Y SLOPE TO Df2AIN.
time of final inspection shall be weather-based. DN �N L- ry�
❑ 4.304.1.1 Controllers shall be weather-or soil moisture-based controllers D DN a EX I ST I NG W TILED WALLS(OWNEfi2 SELEGT)
h m� TO 84" HT(MIN.) o/ MORTAR
that automatically adjust irrigation in response to changes in plants'needs PROVIDE 36" SQ GONGRETE � ?�TH 2 ��
� DOOR SHALL BE FULL PANEL SED o/GEMENT BD o/ WP
as weather conditions change. � � �� LANDING w/ "I.�" (MAX) RISERS m GEILING AT I I'-5" HT - VENTILATED VOUVERED DOOR MEMSR?,NE.
�Q 0 (100 SQ INGH MIN. PER GMG
❑ 4.304.1.2 Weather-based controllers without integral rain sensors or p� I'-b" �
jp 504.3.2)
communication systems that account for local rainfall shall have a separate �Ll OWNER SELEGT TUB/SF+OWER UNIT w/
wired or wireless rain sensor which connects or communicated with the � ,q� � 2.0 GPM MAX PLOW SHOWEfZ HEAD.
controller(s). Soil moisture-based controllers are not required to have rain � _ SHOWER SFIALL BE PROVIDED w/
sensor input. �_� .9 �_� INDIVIDUAL GONTROL VALVES OF
�� I THE PRESSURE SALANGE Of2 THE
, , , - , � . , � , � _ � - � THERMOPLASTIG MIXING VALVE
. GPG 418.
Enhanced Durability and Reduced Maintenance + � 6 � ��� w ���I� �/�� I
4.406.1 Rodent proofing. Annular spaces around pipes,electric cables, m I l�� � lU �
conduits,or other openings in plates at exterior walls shall be protected itrf � r �� � 1�u �
against the passage of rodents by closing such openings with cement mortar, �� - J 0� •.
concrete masonry or similar method acceptable to the enforcing agency. U N � (E) UNDERFLOOR EX I ST I NG �q O �
NEW � - AGGESS TO REMAIN ��
Construction Waste Reduction,Disposal and Rec clin ;�i � TILED WALLS (OWNER SELEGT) TO �a BEDROOM 2 �� �
y g W� 8 4" H T(M I NJ o/M O R T A R B E D o/ B�T H �J Di?YER VENT TO OUTSIDE w/ ry p
Q� GEMENT BD o/WP MEMBRANE. 4"� MIN DUGT. (14' M/aX LENGHT; -� � -
4.408.2 Construction waste management plan. Where a local jurisdiction �p �N
does not have a construction and demolition waste management ordinance,a �� (t�ll�46b MAX OF 2-90° ELBOW) �
construction waste management plan shall be submitted for approval to the � � 0� N�W Ff�M�L•� I '' _ DN Q � Y'1
enforcing agency. ,p f y
�� �,RE�, � � ry O -� � '�
Building Maintenance and Operation � � ,,,r Z
4.410.1 Operation and maintenance manual. At the time of final inspection, _ _ ,� � �� �
an operation and maintenance manual shall be provided to the building � � ,q `t i(1? p Q/ � \_
� !c� m� OWNER SELEGT PEDESTAL
occupant or owner. w � �
BUILT-IN �N �RTAINM�NT n_ siN� w/ 1.5 GPM (MAX) OPEN
_ � � N � � ir�� �� FLOW FAUGET GOURTY�iZD �p � � �
Fireplaces FIELD VERIPY (E) WINDOW �N � IIII�/ � u- �
TO BE TEMP�f?ED GLASS; Z {� o
4.503.1 General. Install only a direct-vent sealed-combustion gas or sealed OWNEfL SELEGT TANKLE55 G�45 rANK- PROVIDE SOLID GORE (OR B/4 REPLAGE IF NOT TEMPERED -
� � LE55 WH (E)266H GLASS. O -�t- � �
wood-burning fireplace,or a sealed woodstove. W,4TER HEATER, INSTALL PER (6R5) I HOUR FIRE RATED DOO�, WITH _ � Y�
MINIMUM OF I-SELF GLOSIh1G �-a t
MANUF'R SPEGS. WI-f PER T-24 ULTt2A LOW FLUSH WG 1 1�
Pollutant Control MINIMUM REQ'TS OR BETTER. HINGE, TIGHT PIT w/ (1.28 GPF MAX) OWNER r I�-- � V
WEATNERSTf21PPING. SELEGT, TYPIGAL. � �'8 (�
SLI ER
4.504.1 Covering of duct openings and protection of inechanical I ' I" '-8" 5'-O" O w � � �
equipment during construction. Duct openings and other related air � � B8"xl�" STEP w/ �o Q �
distribution component openings shall be covered during construction. '1.5" (MAJU RISER �� � � � �
4.5042.1 Adhesives,sealants and caulks. Adhesives,sealants and caulks � � GYPSOARD AT GO MON x -� I� (((� -1 0
shall be compliant with VOC and other toxic compound limits.
WALL;EXTEND SHEATHING .� � �ly��� �
4.504.2.2 Paints and coatings. Paints,stains and other coatings shall be � � TO UNDERSIDE OF ROOF _ Z
compliant with VOC limits. DI,4PRAGHM
EXISTING z � � q-
4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings � � � � A�
shall be compliant with product weighted MIR Limits for ROC and other toxic � ❑ Q BEDROOM 3 �
compounds. U ,n � � (� ��
EXISTING �Z �" �1� �V
4.504.2.4 Verification. Documentation shall be provided to verify that � � 2-G,4R N� EX I ST I NG � � � o �\
compliant VOC limit finish materials have been used. -
G?�i�?�GE ° BEDROOM 4 �'
4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with p
VOC limits. � � (V �oe No.
EXISTING GAS METER/
4.504.4 Resilient flooring systems. Eighty(SO)percent of floor area MAIN TO REMAIN f�SH-P�4}�V
receiving resilient flooring shall comply with the VOC-emission limits defined in a'0'�:
the Collaborative for High Performance Schools(CHPS)Low-emitting � � � I 2/I 3/�O 16
Materials List or be certified under the Resilient Floor Covering Institute(RCFI)
FloorScore program. UPGRADE (E) 100 AMPS �_5 aw�,wnt ev:
POWER PANEL TO 200
FT Kun
4.504.5 Composite wood products. Particleboard,medium density AM� (E)4046 (E)4046
fiberboard(MDF),and hardwood plywood used in interior finish systems shall � ❑ SLIDER sLIDER sc,�e:
complywithlowformaldehydeemissionstandards. 21�'5��± �/L�" _ �'-Q"
EXISTING WIDTH
Interior Moisture Control
4.505.2 Concrete slab foundation. Required vapor retarders and capillary � � I �� V V ��O O� ���� � `�
breaks are also required to comply with CalGreen Section 4.505.2.1. f Z is �.�
4.505.3 Moisture content of building materials. Moisture content of building � � SG�LE I/4�� � ������
materials used in wall and floor framing is checked before enclosure.
� R�VISIONS:
EXISTING GHIMNEY w/METAL � OWNER REVISION
SPARiG ARRESTER(FIELD J,4N 4 2016
NEW ASPAHLT ROOF
(MATGH E) GLA55 'A' MIN. VERIFY METAL MESH w/ I/4" �
MATGH (E) ROOF SLOPE SQ MAX) TO REMAIN
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EXISTING GHIMNEY w/ METAL r, � 0�0
SPARK ARRESTER (FIELD SGl'��� I�T�� � I��0�� � �~ � 00
�/ERIFY METAL MESH w/ I/4" EW 2040 SKYLIGHT (UNITS SHALL BE TESTED
AND LABELED IN GOMPLIANGE WITH � � p �,
SQ M?tX) TO REMRIN AAMA/WDMA/GSA 101/1.5.2/A440) OR EQUAL, �+ �
MEW �45PAHLT ROOF OWIVER SELPGT, INSTALL PER MANUFP�GTURER r, GJ � (� � �
(MATGH E) GLA55 'A' MIN. SPEGIFIG/aTIONS. (IP OPERABLE, NO VENT PIPES W �/j > � �
�1 Q ,� „d
� � �
MATGH E ROOP SLOPE B T O O OP B G T � O � � �
EXISTING ASPHALT NEW RfaiGE W,4LL w/ � \ EXISTING ASPHALT
ROOF TO REMAIN � � ROOF TO REMAIN �
'1/8" STUGGO (TYPIGAL) � � '"" � � �
� �/ \��� (MATGH EA GLA SOA' MIN. � y � U � �
�� �� M�4TGH (E) ROOP SLOPE A � � O N
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EXISTIN6 ��/ SE,4L AND P,4TGH (E) \�� � � �$ �
ATTIG VENT �' WINDOW OPENING TO �� p � � � �
UNITTO �' MATGH (E) FINISH � ------- ---- - �p �+" � O
REMfaIN � � w Q � •� � C
I - Q Q I °'"' �
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(E) 030 (E) 030
SL E � I \X/ SLI ER ) 04 ) 04 _ � �a� � a
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I w� az �
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GRADE PLWODD FINISH NEW EXTERIOI?GRADE UNDERFLOOR VENT UNITS
I � (TI-II) TO REMAIN PLYWOOD (TI-II) DISPLAGED SY NEW ADDITION
I MATGFM EXISTING (w/ I/4" SQ METAL INSEGT MESH).
� ————— ———— —— ———— — ———— —— — — ———— — — —— ——— — — —i——�
0— — ————— ——— �
�
ROOFING NOTES:
EXISTING NEW 2040 SiGYLIGHT(UNITS SHALL BE TESTED I. GOPPER METAL ROOFING,GOPPER GRANULE-GONTAINING
GARAGE NEW P.SPHALT SHINGLES AND GOPPER GUTTERS SHALL NOT SE
AND LABELED IN GOMPLIANGE WITH i�ERMITTED FOR USE ON ANY RESIDENTIAL,GOMMERGIAL
BEYOND EXISTING RESIDENGE TO f2EMAIN ADDITION AREA AAMA/WDMA�/GSA 101/1.5.2/P�440) OR EQU?�L, OR INDUSTRIAL BUILDING FOR WHIGH A SUILDING PERMIT 15
OWNER SELEGT, INSTALL PER MAh1UFAGTURER REQUIRPD� (GUPERTINO MUNIGIPAL GODE SPGTION
SPEGIPIGATIONS. (IP OPERABLE,NO VEMT PIPES q.18.210)
� I C�#-�T S I �� �l����T I O 1�1 SHALL BE WITHIN 10' OF OPERABLE SKYLIGFIT)
EXISTING GfiIMNEY w/METAL
SG,4LE I/4�� � I��0�� VERFY MERTAL MESHiw/D4"
SQ MAX) TD REMAIN
� NPW ASPAFtLT ROOP - U V EXISTING ASPIiALT
(MATGFt E) GLA55 'A' MIN. �� � �i �Q ROOF TO REMAIN
NEW ASPAFiLT ROOF �' � tV 0.
(MATGH E) GLA55 'A' MIN. MATGH (E) ROOP SLOPE /�� I � \ d�
MATGFi (E) ROOP SLOPE � _ _____�
�' � y�--- - - -- �
� I �� NEW ASPHALT SFiINGLE �
�� �� ROOP,OWNER SELEGT �� �
��� ��/ NEW 14"x18" ATTIG VENT (GLA55 H MIN.) RT NEW ��\ I i
I I I � OOP ARE,45, TYPIG,4L. ��
� � UNIT w/ I/4" SQ (M,4X)
��� ��� MTL INSEGT MESH. VENT ���
�� �� UNIT TO EQUAL I/ISOth OF I ��
-- � ------- --- —� NEWATTIGSPAGE �
i
� \
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�_ (N) 40 I-6 MINIMUM HT. GRADE TCb SOTTOM OF (hu 30
, �� SLI ER MATGFt MUDSILL, TYPIGAL. (2"IMIN. TO SLI ER (N) 8046
i X� EXISTING GONGRETE PAD) PROYIDE GA26 GI SLIDER
�0 wW O�/ERHANG MTL WEEP SGREED/StUGGO STOP, ( 6069 SLIDE EXISTING EXTERIOR
w�F- TYPIGAL. WEEP SGRE D SHALL SE A ( MP GLA55) GRADE PLWODD FINISH
Q� MINIMUM 4" TO GRAD�. (TI-I I) TO REMAIN
� I
NEW EXTERIOR Gf2ADE INDIGATES(2)-i?ELOGJATED 14"x6" �j
PLYWDOD (TI-II) UNDERPLOOR VENT UNITS �'
MATGFf EXISTING DISf'LAGED BY NE ADDITION
EXISTING 2668
(w/ I/4" SQ METAL IN EGT MESFf). DOOf2 TO REMAIN ., �
——— ——— ————————�—————— — ——————————
0 0 0 0 0 0 0 0 0 0 �
� J —
---------------- Q �
NEW ADDITION AT O III ��/ �
MASTER BEDROOM NEW �4DDITION AREA EXISTING GARAGE —IN4 �-- �
NEW GONGRETE LANDING (36"x48") � � � ��
w/ I/4" PER FOOT SLOPE TO DRAIN. ���T S I I�� �����T I O l�l � � a>`
NEW ASPHALT SHINGLE ROOF, PROV. '1" S'fEP DOWN ('1.5" MAX. HT
I OWNEf2 SELEGT (GLASS A MINJ FROM TOP OF SLP�B TO DOOR
NEW ASPHALT ROOP (MATGH AT NEW i?OOF Ai?EAS, TYPIGAL. THRESHOLD), TYPIGAL. � X
ROOF SLO E MIN. MATGH (E) SG�L� I��T�� � I��O�� � � � y�
� - UV � � � � �
F �(N)14"xlb" ATTIG VENT UNITw/ —«�_ , J��-,-J-; -_��_'---�� �-'—��_i_ D ry d Q Z aN� � O
I/4" SQ MTL (MAJU INSEGT I ��rG/G � O � � �
MESH. VENTTOEQUALTO -------- ------- - ----- -- ------ - -------�-- T�- �
I/I50th OF NEW ATTIG SPAGE I I ��4„� � I� � �
� J I ������U�� � I Q � �
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NEW EXTERIOR — � �
� GF N SH (TLWOD� I � � � �� i(1 x � NN
�� MATGFi (E) � (hl) 40 I �'-6"t l9 z �� =Z W � �
� �
= J1- (W 8obb SLI ER lLl J : �_ _1 =
� X� SLIDER w/ I I x i x W W � � �p�
dJ W rEt-tQErLED I I MATGH Q� �w 2 V � Q ry 1lG-A
W 6LA55 EXISTING W W ,n Q� ,{�
�V Q � SL DER I � OVERHANG �W �U q � U, �+'"' ` 1 �
�a � � �� �0. � � � — v
(N) 36" 5 ONGRETE � O
LANDING .5" (MAX) NEW 2x TRIM TO NEW EXTERIOR GRADE �oe No.
1?ISERS AT 5. PROV. I MATGH EXISTING I PLYWOOD (TI-II) �i 4
I/4" PER LOPE TO I I MATGH EXISTING 0 f�SH-P�4RU
-——————— ——————— —I— ————————————————————� —
--- - — 0 0 0 0 0 � 0 0 0 � af+.�:
I I/�3/�O I 6
i0 aw�,wH ev:
MIh11MUM HT. GRADE TO BOTTOM OF I FT Kun
MUDSILL, TYPIG,4L. (2" Mlhl. TO � �'°`�-�'
GONGRETE PAD) PROVIDE GA26 GI 8�-��� I/LF�� = I�-O��
MTL WEEP SGREED/STUGGO STOP, EXISTING RESIDENGE 13'-5"NEW ADDITION AREA SIDE SETBAGIG
TYPIGAL. WEEP SGREED SHALL SE A
MINIMUM 4" TO GRADE.
���� �����T I 01�1 � - �
SG�L� I/4" = I'—O"
128V I SIONS:
� B2016-8192
FEB 14 201'1
NEW GRIGKET w/HOT-MOPf'ED ASPFlALT MEM$RANE �
o/3-LAYERS GR,4DE 'D' ROOFING FELT o/GA26 GI
PROV. RIDGE �lENT UNIT('GAF' METAL SHEATHING o/ I/2" THK PLYWOOD
f21GID�lENT-3 (IGG-ES-ESR-1265, SHEATHIN6. PROVIDE I/4" PER FOOT SLOPE TO �
RE-ISSUED .1ANUARY 2016) OR DRAIN. PROVIDE G?�26 GI METAL PLASHING w/8"
EQUAL OWNER SELEGT. INSTALL (MIN) LP�P EAGH WAY o/GRADE 'D' ROOFING FELT.
PEf2 MANUF'R SPEGS. NEW 2040 SiGYLIGHT(UNITS Sf-MALL BE TESTED �
A1VD LABELED IN GOMPLIANGP WITH
(N) 5.25x20" PSL AAMP✓WDMA/GSA 101/1.5.2/A440) OR EQUAL,
� SIMPSON LRU210Z RIDGE (R-I) OWNER SELEGT, INSTALL PER MANUFAGTURER �
MATGFf EXISTING ROOF HANGER TO R-I SPEGIFIGATIONS. (IF OPERABLE, NO VENT PIPES
SLOPE (FIELD VERIFY)� (-�PIGAL) 5 SHALL BE WITHIN 10' OP OPER,48LE SKYLIGHT). �
12
NEW ASP+iALT SHINGLE ROOF,GLASS A, OWNER SD-I
SELEGT,o/ I-LAYER 30# (GRADE 'D') i200FING FELT, 4t� � !rQ � �
INSTALL PER MANUFAGTURER SPEGIFIGATIONS, o/ I/2" (N) 2x12 RAPTERS ry�Q � NEW 2x6 RAFTERS
0 KIGK SRAGE 2x RAFTERS
THK PLYYVOOD ROOF SHEATHING (OR O58 'PRP-108') AT I6" O.G. � / AT 24" O.G. TO NEW FLUSH BEAM (G-I. �a � m �. �-'� � � �
w/Sd NAILS AT 6" OG EDGE, 12"OG FIELD,GASE ONE(I) G-IA) AT 24" O.G. PROVIDE � p � 6 m L 6 m �9�
PLYWOOD LAYOUT. UNBLOGiGED",U.O.N. w/ RADIANT (N) 2x12 6►�- 6►� 6 " 6
— —— ———— — ——————— ———— ——————————— �F+EA�+fEP16-F�-�DEAN-F+�i�4S#�4NE�P15FA6L�D-FAEE
----- - RIDGE � 2x8 PURLIN AT RAFTER MID � 6 0 U �1-� �
DOWN), T1'PIGAL. ——— — � � � � � 0�6 6 � �
SPAN. PROVIDE (5)-Ibd'S AT t,.�_ +�
LAP GONNEGTION. -6 4(� � � L � 41 � p Ol
��� _ PROVIDE ` SLOPE (PIELD VERIFY) � Q`4 2 ; �-�-�(a
EXISTING ASPHALT INSULATION MATGH EXISTIhIG fZOOF 6 p � 0 0 0 �t � � m
y p ' (RI3 MIN.) � � � � 0 6
'� FLA�T GEILING w/ 2x6 GEILlh1G / / PROVIDE 2x6 GEILING JOISTS m � � +' � ��6„� �L
JOISTS AT I6" O.G. LAP o/2x12 AT 24" O.G. w/GEILING V �6� �6 � O � � �
SHINGLE ROOF o/ � � � � "�6 L_
EXISTIN6 f200F / � P R O V I D E G E I L I h l G 4 t +. �
FRAMING TO REMAIN RAFTERS, w/(6)-Ibd'S AT LAP � � p 6 ��_� 0
GONNEGTIOhI, TYPIGAL INSULATION PER A35 faT KIGK INSULATION PER T24 MINIMUM g) c ,, �_ p � � 6 6
/ ` T-24 MIN. REQ'T BRAGE TO BEAM. � REQ'TS (OR R-30 MIN) I - � 6 s�U�, �j 6 q-p £4
(OR R-30 MIN.) L �
I PROVIDE U210 HANGER (U210-2 AT �S / � _ � SD-I O tl 6 0 6� ��O Z.6 6�
PROVIDE I/2" THK DBL .1015, TYPIGAL.TS) TO DSL �X PROVIDE DBL 2x AT L Q'�� s6 p � �6 �
SKYLIGFIT OPENING, 61 METAL GUTTER TREATED Z m �09 4 m � � L
PRAMING AT SKYLIGHT OPENING 7�(PIGAL ` �� O �p 0 N m � i p� 0
I GYPBOAf2D AT WALLS Ah1D RAFTER TAIL END, MATGFi _
P�NDIF NIS ED PER OW ER EXISTING. �0 � i� � 6 � �
I (N) 2x12 RAPTEfi25 [ Q- �
SELEGT, OR MATGH (E) SIMPSON 1 � m o��S� �� 6 �,+'�,
AT Ib" O.G. 6 �-
LSSU210 p�6��n� ��-�, �4�6�
HANGER (�y) 3.���xll-'I/8" PSL FLUSF+ �yPB ARD AT GEILING, I tl 6 s 9 � 6 ��t � 9-�
` SEAM (G-I, G-IA) BOTTOM
U �
t LS- O L � O Q Q
2-O 8-I I-O 6-O 2-2 5-O -
/ OF BEAM AT 8'-I" T,4PED Ah1D TEXTUFZED I F- 6 �d U 0 �. �� m t
� PER OWNER SELEGT I PRO�lIDE 2x SHEAR BLOGKIN6
2 I � _ _ _ PRO�/IDE U26 HANGER AT FIh11 51i. _ _
— �x6ZJ T�GEItlKtG BFtCM w/GLIPS PER SHEARWALL
SD-I SD-I
(G-I,G-IA) 1 SGHEDULE (TYPIG,4L). PROVIDE
i'-6"t (3)-2� VENT HOLES w/ I/4" SQ � �,
MATGH (MAXJ INSEGT MESH. VENT UNITS � y� �
` TO EQUAL TO I/ISOth OF NEW .,. �
ATTIG SPAGE. ry �
00
(N) 30 � � � y � �
5 ER W V � pp
(N) 46 $ � •� � �
SL PR � � � �
PROVI E 5/8" THK TYPE 'X' PROVID ALL (�M �D) ��t�y�{ ��-tM Y NEW NEW GUEST �"a � y � U � �,'
GYPBOARD T GOMMON WALLS. NSULATI PER T-24 MIN. in
� EXTERIOR GRADE PLYWOOD �� � � � �
EXTEND GYPB ARD TO UNDERSIDE REQUIRE NT (R-13 MIN.) R O O M = R O O M (TI-II) MATGH EXISTING, o/ � Q� �
( O ROOF DIAPRAGHM (N 6 68 2-LAYER GRADE 'D' BUILDING � � �' � � �
5 I ER MEM$RANE o/PLYWOOD WALL
�X I ST I I`i� (TE P RED) SHEATHING, TYPIGAL. U ,� � � 6�p �
�-GP�R PROWOOD SUBFL00 UED PL�Y�WOOD3 UBFLOOR, GLUED � � G� � U � 3
AND NAILED w/ IOd NAILS AT 6" 2x4 WOOD STVDS AT Q � � O �
G����E . . . . O.G. EDGES AND 10" O.G. FIELD Ib" O.G. (TYPIGAL) � � �,
(TYPIGAL U.O.N.) (TYPIGP�L U.O.N.) � ^� � ,� '�
PROVIDE iNALL N ^ �
PROVIDE FLOOR PROVIDE FLO01? �"+ .-+ �
INSULATION PEF? T-24 � O
INSULATION PER T-24 IN5UL�4TION PER T-24 CC O
IO REQUIREMPNTS (RI3 MIN) ~ �
REQUIi?EMENTS (R-Iq MIN.) REQUIREMENTS (R-Iq MIN.) � � � � �
I S I I 6 / � � � SD-I 2x6 PLOOR .1015T5 SGREED�S UGGO STOP,�EQ '� � �
AT Ib" O.G. (TYPIGAL) r,
SD I SD-I SD-I \/ ` TYPIGAL. WEEP SGREED SH?�LL W � �
E�H� B E A M I N I M U M 4" T O G R A D E. 4, �
� O
P OVIDE GONTINUOUS I �, �
ASPHAL IG FELT MEMBRP�NE ��N� GRADE TO SOTTOM Q a"
ND SEAL ,4T SEAM �ii ' / �n, ?�0. OF MUDSILL, (8"
EXISTING GARAGE •�i�'
DBL 2X Uh1DER ' ' n � ��� MINIMUM) TYPIGAL. �
` AfZALLEL WALL ��� `II�
SL?�B TO REMAIN :ii;. 2�x6��L�OR�J�Y01�51 AL) (TYPIGAL, WHERE -�� .�� ��//�,
� � OGGURS) : V� VA`
������ � 596 MIN. SLOPE AWAY
�%j� . � � �// ' t %�/
�/ :
� . /� � (\;� � ;��/�A � ROM POUNDATION.
� ;�jA•�'� '.� /A;� �/�A•; '.� . %A�
�A/ • /\ EXISTING PERIMETER EXISTING PERIMETEf2 V/� .. •.' • /��
� �,� , ���� � FOUNDATION TO REMAIN FOUNDATION TO REMAIN � I I I8 ���%� � ��%� �
1 � . '
\; y� ��: 1 \��\ /�\\�
��. �• � . SD-I SD-I SD-I / ,'.'•' ' /
` \���i:\i��i����\ / ` �%�\%�//��%��i� /
I EXISTING SLAB � �
EXISTING GARAGE ` � TO SE REMOVED EXISTING FLOOR FRAMING TO REMAIN NEW ADDITION AREA _
PROV. RIDGE VENT UNIT ('GAF'
RIGIDVEhlT-3 (IGG-ES-ESR-1265,
� �3 U I �I� I l�l C� S�G T I O 1�l RE-ISSUED JANUARY 2016) OR
EQUAL OWNER SELEGT. INSTALL
(N) 2x12 RAFTERS w PER MANUF'R Sfi'EGS.
SIMPSON LRU210Z I-fANGER 2
A-S SGl'�L� I�2�� � I��O�� AT 16" O.G.TO R-I SD-I � � NEW ASPHALT SF+INGLE RO , �
OWNER SELEGT (GLA55 /a MIN�
T NEW ROOF AREAS, TYPIGfaL.
�a3 — — — — —
ry Q�F 2x6 REDWOOD (OR
W f I PRIMED) S,4RGE SOARD
Q W / / /
;qN �IU PROVIDE 2x4 L001GOUT,
N� �� I EXTEND A MINIMUM OF 2
k p I $AYS, LET-IN TO R�4PTEFZS.
d a
(N) 5.25x20" PSL
�q}.� RIDGE (R-I)
jO� EXTERIOR GRADE PLYWOOD
` � (TI-II) MATGH EXISTING, o/
-LAYER GRADE 'D' BUILDING
FLAT GEILING w/2x6 GEILING � ME ANE o/PLYWOOD WALL
JOISTS AT I6" O.G. LAP o/2x12 SHEAT , TYPIGAL.
RAFTERS, w/(b)-Ibd'S AT LAP
GONNEGTION, TYPIGAL PROVIDE WALL
INSULATION PER T-
PROVIDE GEILING fZEQUIfLEMENTS (RI3 MIN
INSULATION PER T24 MINIMUM I
� f2EQ'TS (OR R-30 MIN)
2x4 WOOD S7UD5 AT
I6" O.G. (TYPIGAL) h ~
PROVIDE I/2" THK F
GYPS0,4RD AT WALLS Ah1D w
GEILING, TAPEfJ, TEXTURED �-
faND FINISHED PER OWNER i'-6"t �
SELEGT, OR MATGFi (E) MA'rcH(� Z �
Q
Oo`� �
� (N)3.5"xq.5" PSL �a
� FiEADER (i-l-2) ;o Q �
z
i ( �f 4-
z ~ F —
PROVIDE GA26 GI `fl a 9 �
- � MTL 'Z' FLASHING N=� 11' �
N V �� il-1
�
o "'� O �II � �
o �� � z
� � ,� ,� �
� N�W ��M I LY H�W 1�ATI0 DOOR = � 6 �
�O O M TEMPERED GLASS/ `� �� Q � �
a� � � � �
� �� � � � �
PROVIDE 3/4" TFtiG T@G GDX �� � � � �
PLYWOOD SUBFLOOR, GLUED p d ,Z — �
AND h1AILED w/ IOd hfAILS AT 6"
O.G. EDGES AND 10" O.G. FIELD � O � � �
(T Y P I G A L U.O.N.) PROVIDE GA26 GI METAL 'L' PLASHING �
PROVIDE FLOOR w/4" MIN, LAP o/ PLYWOOD SUBFLOOR I— I� � �
INSULATION PER T-24 AND 6" MIN. LAP o/GONGRETE STEM Q t �
REQUIREMENTS (R-19 MIN.) W/iLL;GAULIG AND SEAL PERIMETER � _p_
OP PLASHING IN GOh1TAGT WITH �
2x6 PL0012 JOISTS GONGRETE. PLASHING SHALL RUN THE �{ � � v
AT I6" O.G. (TYPIGAL) LEh1G1-fT OF LAh1DING'S WIDTH. � I� 1
��E.� _� `
r- PRO�lIDE STEPS (10" I � � � o O
� MIN TFN?EAD WIDTH, � � � e\ �
ii . , , • • _ ?.5" M,4X. RISER HT� Z U�
I O _ ' �� . � R5 MIN. SLOPP AWAY W � ,�,y/ � �
II "� . • r FROM POUNDATION. II I� �
SD-I � ��U � � �� ,;� Q !I� �
� � I �\ .' ;.' � �
', i\ NEW GONGRETE LANDING w/ 5" THiG � � "� �
�' ' � �i GONGRETE SLAB w/(I)-#3 BAFZS � � � � �
� � Aj��� �� SPAGED 12" O.G. AT MID DEPTH o/ �A
EXISTIKG PERIMFTER ✓ 6" THiG LAYER GRUSHED GR,4VEL U
FOUNDATION TO REMAIN 1 ' BED o/EARTH. PROVIDE/ I/4" PER
FOOT SLOPE TO DR�41N. PROVIDE JOS No.
TFiIGIGEN SLAS ED6E (8"xlb" MIN)
` / w/(I)-#4 $AR TOP AND BOTTOM ?.SH-Pf4RU
DATE:
� � II/��/�016
� / DRAWN BY:
`� FT Kun
SD-I
a-o° sca,�e:
NEW ADDITION AREA SIDE SETBAGK
I/4" = I'-O"
� �UI �I� I1�1C� S�GTIO1� � _ �
�-� s���� i�2�� = i�-o„