RM-2011-09b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
C U P E RT 1 N O (408) 777-3308 • FAX (408) 777-3333 • planning�a cupertino.org
May 2, 2011
Mr. Rangachari or Mrs. Muralidharan
10670 Martinwood Way
Cupertino, Ca. 95014
SUBJECT: Minor Residential Perxnit Action Letter - Application RM-2011-09
This letter confirms the decision of the Director of Community Development, given on May 2,
2011 approving a Minor Residential Permit to allow a 196 square foot rear addition to encroach
10 feet into the rear yard setback, located at 10670 Martinwood Way, with the following
conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "House Addition for Mr. Rangachari & Mrs.
Muralidharan,10670 Martinwood Way, Cupertino, CA 95014" consisting of seven sheets,
dated November 30, 2010, except as may be amended by conditions in this resolution.
2. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard
to the proposed project for additional conditions and requirements. Any misrepresentation
of any submitted data may invalidate an approval by the Community Development
Department.
3. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color,
material, architectural treatments and/or embellishments) shall be reviewed and approved
by the Director of Community Development prior to issuance of building permits. The final
building exterior plan shall closely resemble the details shown on the original approved
plans. Any exterior changes determined to be substantial by the Director of Community
Development shall require a minor modification approval with neighborhood input.
4. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including
but not limited to property boundary locations, building setbacks, property size, building
square footage, any relevant easements and/ or construction records. Any
misrepresentation of any property data may invalidate this approval and may require
additional review.
5. NOTICE OF FEES DEDICATIONS RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government
Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the
amount of such fees, and a description of the dedications, reservations, and other exactions.
You are hereby further notified that the 90-day approval period in which you may protest
these fees, dedications, reservations, and other exactions, pursuant to Government Code
Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying
with all of the requirements of Section 66020, you will be legally barred from later
challenging such exactions.
Please be aware that if this permit is not used ��ithin one year, it shall expire on May 2, 2012.
Staff has received comments from a concerned neighbor regarding the distance of the addition
to the rear property line, raising concerns that privacy may be impacted. A reduced rear yard
setback of ten (10) feet is allowed subject to the requirements of this application and the R1
Ordinance, which this project conforms to. Furthermore, privacy protection planting is not
required for the first story portion of a residential home.
Staff has made all of the findings that are required for approval of a Minor Residential Permit as
required by the of Cupertino's Municipal Code, Chapter 19.28.090 (B). Also, please note that an
appeal of this decision can be made within 14 calendar days from the mailing date of the
notification of the decision. If this happens, you will be notified of a public hearing, which
will be scheduled before the Planning Commission.
Sincerely,
Simon Vuong
Assistant Planner
City of Cupertino
(408) 777-1356
sixnonv@cupertino. org
Enclosures:
Approved Plan Set
CC: Lindsay Cunnulgham, 20230 John Dr, Cupertino, CA 95014
2
r
lABLE MO2.1(1) I%
GEN ERAL STRU CTU R AL N OTES --- _. �T��pSC1EWlE FOR97RUC1UFAtMgMBEl15 �� � e� r a
MMl�E0. MO iYif Of �,
' ` � REY O[fG 110NOf DNOE EAI F STFI�IFA'�' � 60�U MGOFFISTlNMS . .
C`FfJFRAI / wa ---t- . ._:__..-i � f � F�1/ � �' ��
A. 'HE �h tfORN4A MlC n01r, T AND�Al1 OTHER F'JB�LIC�ON$ � • ak I Sl . � 1 i . . . . . � e� �. �, 11�.'� �' t..«. ,�'€ «�-. .. . "" ISI ��'.0 � -�-�f - � - � � i �
� House Add�t�on or
_ _ � ' ' w y� - m �� � -bal ( I I _ _
„ - • . � _ - -- �: � .- e.r,a .._ . � � �.o �,
LISif�. �. . C�I Rp �srk l 1..1 ya Ikl.� �.i pv�.in�u . i.Ci --�- � . - �
.0
B. REVIEW 0� 910P DRANINGS BY TaE DESIGNER IS FOR GENERAI � �� -- , --- !'� �+^ �� �- •
CpARIANCE M1H iHE INFORMniIOh GIVEN IV iHE CONIRAC� DON4ENic ME r ? � �i - �:r�lc � ���. �' rJ cw<�:d� , __ -1 i�i" f. P , - .., .. ..-- _ . � , ___ _. ...__.___ .` �NING ���NG ���G
COtiIRACiOq YALL REHRIN RESPJN9BLE FIX7 ALL ERROftS OF OEIAIIJNG. ` y � A�«m� mr P. -�i 1 D ... �. t�..__ t i..�� '__ .. _._.-_.... I w_^ a I� I •K -�••• ••".- }� � ,�.��.,�, _ �t
FABRICATOh ANp F�R 11E COR4E�T F1T71NG � ALl SRUCTURA� NEN�RS � � 1 I �I � 6'�5 `7iM SlidEi, Yd0E5r0. CA 95}<a
,N��°�� ���°�NA°� � a ��A°ES �A`°'n" T�° `.3'` �N �'� �� _ M R RAN GACHAR I& M RS M U RALI D HARAN , � � �
(, �I 7 I!W �:' � il I 1"� � I I �I k� YqtAJ EMpNC�PoNG 9ULqNL
C. ALL DRANINGS 9fALL 8E REAp M C�IJUNCPON WiH 7HE �CHITECNRAL. _ .. � I . � ,__ � 16� ':, 0.1� . . , • ...... .,,_�.; - -. � 11 �Ei: (2�5) 63t- �aK�(109) 57E-<25�
N•., I I I �i I NIO •
�ECMAN�.CAL, ElEC7R�CAL AND ALL CON�RpCT D�CUUEVTS. . . -. .. . - . _ - . . - . . --- . -_.-J - . � I `•" I
D. NO1E5 AN� DE(RILS ON THE DRAVANGS SNN.I TAl(E PRECEDENCE OVER GENERAL � "' u�� iyJ �"�G.1 � i +�� � -. n�...- e-ma�l : creira0e:itenet
� �y i
--- _
8,. .D N�m � Art . c nwiri �'au�cu tG �a�.� n�,: i � t I + I ....
E. A_L OETAII CMANGES DES�RED SHA;1 BE �UBMITTED �0 1HE DESIGNER 9__ iC ucJlLw . ���.«, __. _ ___� Ib� i3 ; .U.i• i . .�. c �t,uy;a�n � - ----- �.,, � ' I I; ` �� � � r-7 . r �.., .. _�� _____I i I I �
NO7E5 AND TIPICAL DEiAiLS. I __ __
,a ��m ��M �,��-.,, a�:. �,�,, _ 14670 MARTINWOOD WAY p iJ � y -- - �
IN qRITING. 510� ORAYANC SUBMIiTAi$ 00 NOi LONSTiTUIE CHMIGES IN NRIPNG --{� I� -- �- -�� - I y N''"° �� I 1� �� "'° - -
UNLESS ACCOMPANIEp BY A LET7ER INOICRTING ALL PROPOSED CHANGES. AiL SUCH Il In,n,k..�±. frc,r,��. ��tii:` � �.i_r,`�� ^4'u.� i ° y �.:�_,�.� I �1 �!� OWNEKSNIP OF DCCUMENiS
CHANCE$ $NA�i1 � 0.[ARLY IOE�'P.FIED ON TME SMOP CRA1MNGi I] �Doubk�eFpir ( i Ii7A""�. 1'i"1 , iJ'�� .- '. ,,�, y ;'-, ' ' n �� ' �'�, Th'e aoc�man� ane ine �Oee na da+q�,+
.._- . _" y '��a �. '.11 _ . E .,•�• •���� � 'nceTO'o!W Wmn n � rir�.mmt d
� 0
F. CONSiRUCi10N AlA1ERIALS SMAL� BE SPREA� OUi I� PLACED ON FLOW FR0.MINC - ��K�Skw4v.r ..�. �+t� �.:i �i . f«dp.-n t .., � ~�. � . p! � Co�n.�aa� oor.�m.m. �s i+. pa�ny o r
1'1 61&I'i:, 0! 4� I w .rr. � �� N[�q� pESCN G40.1P
AIE1/8ER5. LOI�D SHALL NOT E%CEED DESIGV UVF LOAJ. �'"' °` - - �- - ¢i � � +. � � � �' e�s �m� H...�
�� ����� �.��°� �� �-� �u�� ��� - � j5 ..� C U P E RT I N O CA 95014 � p � �` .� . ; � I. i109) UI N�G�/GU tM) 5 6 115
G. CETAI�$ SHONN ON SIRUCNRA� DRPNthGS A�2E TYPICAi. 91I��LAR OE�aIS APPLY � -- � -�- -` � �� �� . RI� •^"^'• � I �; I• - . „I .
i0 SIMILPR COM1DIPONS. 1> ��u1 w x:ux ��r.W�.�ta c+e�1..4i�wa-L- �-�5� s; l. �_�'� .. .r.�o. _ . . ' P � ;�"v I . •r.�r ^+� o�e -, .,a ro x �xc � n � .
� a � w.an.c... , can !o, o.r o�ne. p.o�� i x w..,c..�
i , 5e ,.. o ii •� - .�....�.,-... f ::'.:: �� � a���.��or��
H. atl WOkK IS TO 8E PERLORAIED IN COUPUANC� M1iH 'HESE CONSTRUC?:ON 16 �J k x�_: Ni,�a. wr ��it � " ' * 11� ���' � '� . E.: �i I„, o Co�,qm mie
DOCUMENTS. ANY qSCREPANCIES AKE 'C B; 6RW��i' i0 ir1E ATTENnON OF iHE ; I. i, t+" -� �� i+" - ...I PI "^�... I�I ;-�
�E4GNE� IAIMEDiA1ELY. REWIRED RENSED DESIGNS TO � - � - ----� � - �i �� �� �- �� '. ' �'�� , �'��. -� ':` i � F � �i,�� I
i� rcv«w.ea �mm.lcnann � 1 �m
COFtRECi DEF�LIENqES CR DE4IATIONS SHALL BE PREPARED BY iliE DESICN -�� - '� �-�� - � NOR1H Z
DE9GNER fOR REVEW AND APPROVAL Bv ThE BUIlDING INSPEC?1CN � n i p p i, kr ���,t .a r.� n.:i lG. ;� o s, , _ _.
pE°ARTMENT qi 1HE CONiRACTOf2'$ EXPENSE. ALL CURRECPVE WORK IS TO 3E � aJ �: U 'i VICINITY MAP �
COAIPLETED IN �1�CORDANCE N17H iHE APPRO�?'J RE`ASFD CO`lSTRUCPON � � � ' � � ��'' I ��� � 10. AL'_ SHCWERS AND TU95 SHALL BE PROVI�E7 WITH INDIV'.DUAL CONTRC� NTS Q
DOCUMENT. i � �,���.�.- � '� NOTES� VALVES OF THE PRESSURE BALANCE 0� THE THERMCS�ATIC Mlk ?Y?� _:
�' ' e �""� ° ��""� . �~�°' �` ���� �� � _ �I 7. iHE wORD 'CONTRACTOR" AS ��SED HEREW SHAL� NEAN iHE GEN=RAL (Ann-SCA�O) f P.C. sr�e DESCRIPTION
I. D��4EN90NS SFiONN SHAL 1AKE �RECEDENCE OI�ER SCALE ON PLANS. SECnONS nN0 ' - --- � --- ----- �-- � �- �
��� ��n �- o.� - I CONTR.4CTOR, SUBCONiRACTGRS AND ALL ?ERSONS pIRECiLV OR INDIRECTLY
DEiAILS. DISCREPANCIES SHALL BE BROUGH? TO LHE ATTENiION OF 'HE DESIGNE� � 21 i. R'.tzvninqi�sc.,wv� f t.�<n�;! � I o 11. ALL WATER CLCSETS SHALL HAVE A MAX. FLUSH CAPAC�.TY GF 1.6 GAL/FLUSH x-SECi�pN J �.
14MEDIATELY. P�_ �� -._ � EM LOYED EY ANY OF iHEM. Q
� ' nidtr �Ean �' x tl' �E::iNry� n - h bur,nE fucc u:l ai :� t �... � A � Q
J. ALL MA'EPoAI. AL7ERNATES ARE CNLY AS �PPROVEC IN iHE MRITI�G 8Y iHE �� -• 1 ,�- .�,;� �. ___ ! 2. CONTRACTOR SFELL COMPLY WITH All OROINANCES, RULES, CRO55 SECnOr�
DE4GNER . 1HE DESIGNER IS TO BE PqOVIDED YA1H TNE ALtERNAiE PRO,ECT � � � �- �� --� �EGI;LATiONS AND LAWFUL ORDERS OF AN� PUB��C AGENCY r1AVING MECHANICAL 3 St�CEi �
MFORVATION ANO q�EN 1 WEENS 10 RENEW THE'.NFORNAl10N B�FORE APPRONNG ��- - - - JURISCtCT10N ON THIS PROJECT AND SHALL NOTi=Y OWNER iMIAED!A'ELY 1. CONT�ACTOR SHALL DESIGN ENTIRE HVAC SYSTEM A\D SUBM�.T DESIGN A oacoa = �
OR NOi APPRONNC TFIE ALTERNAiE. '!, luis��u.iJ,rjv�_i �.sail __ _ i4Ji:�: �� 1'_'�� _._ I UPON BECOMING AWARE THAT ANY ASPECT CF �ME FROJECT DESCRIBED FOR OWNER'S APPROVAL PRIOR TO O�DERING MATER��qLS OR EOU�PMENT. DROCR � r
_.. _ ._...__ Q
zi o..�;n,, �. i �� f- ;`��-'�"���'-- ( - � HEREiN IS AT vARIANCE THERENnTH. HEaiING S�STEMS SHALL DE S�.ZED i0 ACCOMMODA�E AI� CONDiTtON:NG. 3 snc[T
t ��� � �- 3. CONTRACTOR SHA��_L PROVtD: GERTIFICATES OF iVSURANCE ACCEPTABLE 2. AL'�_ EOU�� INSTAL��_ED IN THiS PROJECT SNALL COMPLY WITH THE � O �
„a - �
MENT
SITE PREPARAl10N _:t _ u�sna.� � ,�r r_t� a.f .�nai Ht'_ i�" , - 0 OWNER PR�OR TO COMMENCEMENT OF WORK. REFERENCE SiANDAR�S LISTED tN APPENCik : 0` C M.C. A SECTiON C O �
� I v'EW DIRECTIC'� dU'��D�NG SECrON G
ir, H�minssm�oL+�m ..eif fnpo:�cai:»sai.s�� �w- it 6 0� 3. HVAC EC!'�IPME'�'T GENEP.A*IN� A GIOW, SPARK OR FLAME ANO LOCAIED � 4
$ItE PREP0.RAPON FOR CONSiRUC710N OF iN15 ADDITION SH�LL BE PEF iHE GEOTECHNICAI r f ` i T � .` Wnh= -� 4. BY SU9MITTA� OF ,gID CONTRACTOR WARRANTS TO OiYivER THAT Ali. IN A GARAGE SHALL BE INSiALLED NO LESS THAN 18" AB�JE iHE `LGOR. ��� �S � Q
?7 r ie�k �.rkxi„:�,-a,�, s or> �.i�-°, sHE[i �
MYEStICAiON AND RECOIAMENDA710NS, PRE�ARED BY UNIlEO 501� ENGIN«RING, IYC. �� �� �- " . MATERIALS ANO EOU�FMENT TO BE FURN��SHED ARE NEW UNLE�S NOTEC 4. ALL NcCHANICAL EO�IPME`1T NOT iNSTALLED ON A P_ATFpRM AYD � �
PROWDE� BY TNE OVMER. �N �� ��' -��� -'�� OTHERWISE AND ALL WORK W1LL BE Of GOOC OVALITY A�'D Ff2EE F�OM
°��� 10 � ' �AULTS AND CEFECTS. �CCATED WITHIN NJRMAL VEM���CULAR P4TH5 SHALL BE IYSTALLEC B�NIND KJ WnL_ MOJNr �i,r,Hi Q
34 Bu�e.:eFnkx.,�mJbe+oi.2v.L1�wL.+h�n, tQ.'�7' 01 b '-Sr 7. il . !� S'JITABLE PROT=CP.VE BARRIERj.
I � ' � CEWNC FLUORESCENi L:G.+'
CONCREIE i d �>v�•� 5 CONTRACTO� SHALL V151T SIT= AND VERIFY AL! EXIS'ING CONDITIONS =�• � O
---�---. � - - -�� - �- 5. IN BAiH�00M5, LAUNDFiY ROtJNS PN'� SIM�._qR RJOM.� W1THOl,' R�CUIREJ CEiUNG LiGN'-SiNGIE LL 7
zv .i..�e..nn.�-. in�i,��; n.l.s�_ ��ch�cs`�`+f:v PRIOR TO SUBMITTAL Of BID. NATURAL '✓�NTILATION, PROVIDE A MECHANICA'�_ �_NiI�AT�ON SYSTEV � U
A. GENERAL� ALL CONCRE�E wORK S�fa�L BE PERFOR4ED tN ACCOR�ANCE N�n+ iHE � �. � � - - L
W�
LATEST EDI�ON OF THE A�I A14NUA�_ OF iHE CONCRE'C PRACiICC ANC iHC CBC. sn.ciNCOrr�s*ucns CAPABLE OF %IVF AIR CHANG"cS PEn^ HOUR AND COf.NCCTED DIREC?l.Y i0 Q
� �. 6. CONTRACTOR SHALL VER',�Y ALL DIMENS�ONS SHONM HEREI�J AND REPORT OUTSIDE AiR. CEiuNG ucHT k Fqn Ut �-
B. CONCREk SiRENCiH 2500 PSI 0 28 DAY W/ �/4' AIAX. AGC. W/ 4' YAM, S�:JN? , � - �u�«m«��• AL� CISCREPANG=S TO OWNER PRIOR TO SUE3Mi �TA'� OF BID. � M
oESCpsnonoseunnwci ��, Eeoc•. •ww�.�' 6. �REES?AVDiNG P.ND Bt;�LT-tN COOK?0�5 S�AL��.. HAVF A VERTICA�_ � Z � L�.
C. ADMI%TURES: ONLY AS APPROVED BY 7HE ENqNEER _ irut w�rmw�s _ . ocscn�vrronorr�s�¢vcn ;:_ _iF�.l I _n�n.,.i 7. WHERE CONSTRUCTION DETA�.LS FOR A PAFT OF T41S PROJI:Ci ARE NOT CLEARANCF ABOVE THE COOKING SURFACE OF NG' THA4 24' TC A METAI � CENN� ExnuSi FAN W Q O W
wooem�.n„�.i�.� .•�eiao.. n� .,mw�cmx.�»� w��»���c...uw�.� o��a�.�p SHOWN THE WORK SHA! L BE TF-E SAME AS CTHER SIMILAR WORK FOR WHICrt VENTILA'ION HOOC AND NCT ��ESS THA� 30" TO UNPROTECTE'�.; COMBUST�.B'�E .� SiNC�E cOLE SwiCM Z � � a
D. MfLDING OF INSERTS: aLL hELbNG �F RE:NFORCIVG STEE� SHALL BE vn7N LOW- --- - � - DE'AI�S ARE S�OWN. MarERIaL. > (�
� i � n �s��r,i �w„�,.,i: i mET�a > [C ��
HYDROCEN ELECiROGES IN ACCOROANCE 1NT4 ME LATESi RECOAfAIENDAiIONS FOR i '�� "�i -�: �,� . , �-. ��;�- � �'-' 7. H041ZONTAL CLEARANCES FROM COOKING SUR�ACES SHALL BE ^i0T L=55 �
u I�� f �_ A. FI%iURES, APPLIANCES, FINISHES BRAND NAME AND COLOR> NCT MENTIO�;.D
TFE AMEPICAN W£LO��:NC SOCIETY (.4N5 D1 . 4-79). ---- -� ---- �� -- � � - -�--��- THAN THAT DIS?ANCE FERMANENTL� �NDiCATE� ON 7HE COOKINC UNIT. � 220 DUP�_Ex Oun.ET i5 nM�. c
�danmm�7"r i'it'i.,ai� -,n�x..� ON THESE PLANS, SHALL 8E PER OWNERS C�.OICE. CONTRACT7R SHALL CONTACT OI Gi r U
E LAP SPUCES: JO BAR D�AIAETERS OR �'-6", NtiiuiEVER iS CREAiER. 3 .'� I�� m ,��,,,� ��. �� � � � ' OWNERS PRIOR OF BID, �URCHASE AND INSTHLLATION OF SUCti ITEMS. 8. GAS VEn�TS SHnLL BE EFFECiivELr DRnFi-5?0?PEJ ni EnCN FLOOR nn��7 � cua�ex a:ncr IS AMP.
F. lESTINC: IN ACCIXtDANCE M17H Aq 301-72. CHAPiER 16. -�-�--�--. �--- . - .. ._ . .-. _-. j -- CE�L�NG, q aHOrrE DuTLE'
' - c�.:Rn����n,..�li.-;,�.o�?. , �� �- g ALL WORK PERFORMED 1Y TH� CONNECTION WITH THESE COVTRACT OCCUMENTS 9. EXHAU51 FANS SHALL BE DUCT=C TO OUTStDE AIR AnD SHA�L BE
G. NBRAnON� NBRAIE ALL Cu"lCRE?E'.N PLACE N1iH A MEC�,ANICA; N9RAi0R � x* �� .�.� .���,�.., '. � SHALL COMPLY WITH ALl STATE. LOCAL CODE$ AND ORDINANCES IN EFFECT AT iHE TIME EOUIPPED WITH BACKCRAFi pAMPERS. T�; Tv Cne�E OU*LET
JSEO BY E%PERIENCED PERSONNE'_. '� � ' ' �'' �b,lr � ;:� ,c<�umc�r.zl � � ' �� OF CONSTRUCTION:
' = --- � � �j SM010E ALARM
H. REINFORCINC MATERIAL� O1 A- 2010 CAUFORNIA BUILDING COD_.
1-DEFORMED AST4 A615, CRhDE 40. --- � - � - - � � C T1�.ERMOSTA7
2-NEUED YARE FABRIC, ASTM A1N5. �� m'�rnm .'i . I w. �.i ,xt . uu �; u�uuw 1' � � j r B- 20'�0 CAUFORNIA MECHANICAL CODE. NOTE:
t�t�mu� t�li�::�, i�ay:�15 ;, 1„F- C- 20'�0 CAUFJRNIA ELECTRICAL CODE. g� SuPP�r AIR GRILIE
L CO'vER t0 BaFS : uNLESS OniERwSE SHOwu OR NO1cG. CObfR iG REiNF�FCirvG '-- - - - i -� - i -� iHIS PROJECT SHALL COMPLY WITH THE 2010 EDI71pN OF 7HE C.B.C., C.M.C.,
BARS SHAIL BE AS SiATED PER C.BC. , .�:'.��,. ��� ioa. � -. t ,�..:��i.'� �.���, � , 3 � D- 20'0 CAUFORNiA pLUMBING CODE. C.P.C., 111LE 24, AN� CITY OF CUPER11N0 APPLICABLE ORDINANCES. ;�� aEi�aN aia cR.��[
x�Me:aFn�am�rp n.�: ir �, ... i.+n ' i E- 2C70 CAUFORNIA FIRE CODE. i`J
Tu�
J. CONCRETE CURING: KEEP CONCR:iE CIXJiINUOUS!Y WLi FOF 7 DAYS (:LOOD -- � � � -� ��� � ��- - � �� - i F- a�_L OThER CODES ADOPTED BY THE GOVER�ING AGENGES NANNG JURISCICTION ON THE PROJEC'.
CUPoNG) OR MEMBRANE CURInG AS APPRG�ED BY THE ENp�EER. �G � ; c�p . x in 4' � R� �e r i. r c i b 1 �. , -
� L 1 ' 1`T� �A �
K. FORY REMOVAL SIDE �ORA1 S CF FOOTING AND SLA9S ON GRADE. MIhINU11 25 � SYMBOLb
CAYS. �' . F'sYf� .hc. to,_. t ���- ,y � �i...r e��� -' , -
i ,
1 . I'' ��v 1' �tr \ '
woo� �A�wc _ _-"�°=�`""�'""""°'"'�'"°'"""'°"`""°-°=, ----- MR. RANGACHARI & MRS MURALIDHARAN ''f
,� ' v:��,o� a� . i.i r..:A,,,. ,, i: a� 7e.zo' W
A. ALl MUO� SHALL CONFORM TO TNE W.G.L.9. STANDARG CRAOING RILE . . ' _ _ . _ _ EJ . � - �ia�i I ` _ _ _ _
„o ,6 ANO �8�. A� �����,, � 10670 MARTINWOOD WF,Y Z O
,, .� -, ,� o
ALl STRUCiUAAL fRNA�N� NEMBERS SH0.LL 8E GRACE NARKED DWGLAS �`�� � ' � '�-� � �
FIR AS FOLLO'M� UNLESS NO''rD 0'HERNISE W PLPNS I ���
(NOISNRE 19E 1AAXHAUAI) •:-�� � i �,,.. F �, ��` ""s �°v' ,: � ,, ,� ,_ C PERTINO, CA 95 14
� .�.� 1 U n�i . �
'�.. All BEAA15 ANO POST$ SHALL BE O.F. NG.I v� 1 n�, i .. . .�..� � �. ��� �-,�. Mw,- .___' _'____ �TEL: �4OB� �JO7 Q 7
e�� . , �� a i a . 4 iti - .�. .� r a i �.�.y . . i�: ar, N (E) lANDSC. i i � `
2. M11L SNDS AND BRAC,S SHALL BE D.F. N0. 2. n�� � �...n. .� .r ota ��.:a �.. �. �.�.�. �.E..: M t�. .c.w�-.:� ' �
d �m.-ct n . r � • k� i.ia - �� �
8. ALL 80'�,TS StiAIL BE STANDARD NACN�N� BOLiS YAiH M I. OR S1EEL h s y�� �t � t '_ � � . aa � i i J
P.L WASHERS WHEN HEAp OR NUi BE4RS IXJ WOCD. Hq.ES FOR BaTS �.. r r �`� �� 3 ��. . ` ��� `� . �. � OWNER / CONTACT � Z
a Fn� eFi.-br a[ n k p.. � r.L �y� � 1
SHP1L BE DRN.LED N1 T H A B T �/JY L A RGE R 7 N A �` 1 T HE NO M I NAL BOL T Sr - a r ��:+� n n fi� � n i . n, � k � r.. c i �- � Q
DIAMEIER. nCH1EN ALL 90LT5 BEFORE PlAS1ERING. r F�� .� ,� �.. � PROPOSED 14�z14'
i g ,.,.�G - 1 y > E� N .I �'. 1 1� w.1 Y J" „' -�.
.� , , , c t:� � � .�, � � ,� � ,,. � � �oana+ BUILDING OCCUPANCY GROUPS: R3 / U � �
C. N O S T� U C i U R A L M E M B E R S F A L L H E C U i M I T H W i T N E A P P R O V A � O F R r �. ti S � 1 �w (� rt 4 -..M at . ��.ea M x�v�t � Wee.p � D i � � e
.si m e�'w n �ia�rn . r r� �� r Y 4 Y h�LD c a+�.nu ...x 2- --- --------- ------------------------------ � '
7HE OESIGNER. ANY CUiiING, NOiCHING BOR�NG OF VAOD Sf�ALL CON�ORAI �. � r� �. w nl, a�n cu, t - � d if � i� � FXIS7ING HOUSE rn I I I
TO 7HE IOCAI BUILOING CODES. m �r.. r �s w c i. r k� � i . z. .��.. n �:�. � r �� a � k. i i
Sp �.�,M:w !I i �.. � af'1'� I' I � .. h y . I ..� �e J d l f . i�a .f-�:q:� � W
� ( E) U V I N G A R E A: 2. 1 1 2 S. F. v �
yu'�.g.�1a �'x_J t .vF..a�µ - N�[.elcJFt. I'�'M1 y K:.. 1:IURX g� m..!� L�.f1�eJ- 1
D. TYPICAL 4LL BOLTWG SHALL BE 5/8"o c10' ANCHOR BOLiS 6 5'-0' ��. Fo�. n i.�n.�. ,�.-,� ._.. .i. ���.n.�. .� rr.� , nrrw-....:� ..�, �rt�.,>r. ..p.+r �-.r.r. �
O.C. PRONOE ONE BOLT NITHIN 9 INCHFS OF EACH EN� OF EACFI SI�L . reu:y�mcren rc� �-e: �et I (E) COVERED PORCH G7 S.F.
PIECE ANO AT CORNERS. T,�e�E q°°z'ki� ,.
��renNare arrncn __ _ i �E� GARAGE 426 S.F. W
----- - _ . ,'
S>4LN�[•OC(lSTENE0.S I �� �� I R
E. UNLFSS OTHERWSE NOIE� ON PLANS, ALL STRUCNRAL P�YYIOOL $HALL - . ocacwr.icu•°:=casTCncc,vm�cr+on� ca�. iti..m.o�..unnx�s i �� �i �' 1
. p�:n..� --.._.t"n,:L_. uk�si F �.\ 6 �
BE INTERIOR CRADE PLYYlOOD HiTH E%TEPoOR �UE. STRUCIURAL t NOAIVi � LM^TM^«')TMICRNE �� ' �o�antls�ubllaw.roolaMncn �nwM�iyhiRrnM�O�CNU11aKWeNmNane�nM1l �lokarinp' I i� ' NEW ADDInON v
ca+roaMrc�c To Ps i. �nhst [oiriau. u.o.N. w""•"�," 198 S.F
j . . ,r-------------------------------� i
---- � - ' Fk � � ; I IJVING AREA: •
�nro r. H .':.r � �:�•; •. � �
F. FOR NAWNG OF L�JMBER SE= TABLE 23C4.9.1 0� C.B.C. lATE51 EDIiION. --�-- r � �--� �� F � i � �� W� \ i
�. �.
� .
.
�� E H
- -`-� ------_. ...
. . .
G. ALl SILL PLAiES RESTINC ON CONCREiE OR MASONRY $HALL 8E ... ___.. . �-1�! �� _- ... '.._._ ' -' i �. X
wtESSUREiREAr�D. �,w'r. 5�:�s�.,� , e�: � � � �v i � � Q4S11NG dt ADDI710N
H. ALL IEDGER SHA! L BE SET IN WALLS '0 INSURE PROPER ROOF � .��� �� �" � I y a �i i (E� PORCf1 i ' g (E) UVING AREA + ADDITION y`� �'
AOPE PER DRAINACE PLAN. YERIFY ALL CONDIP�ONS ?RIOR TO ---- - � -- � -�--'- � - � i � � � ��� P�R • (�H 67 S.F.
SETIINC BOL1S. T '� �� :'. -.. . . _ . ��Y'�.� _--� � ----..:'_ F � i i � � i i ��
�,.� •
r��*.�;.ti�.,,i�vi�,i.. ---�--- � ' t ^ i � 1' ------------ + --- a ----- Y i i
L LAG BOLTS AND SCREY�'S StiALL BE PRE DRILLEO, THE DIA4ETER 0� siapi.�;oy;� : ; � . � � i � �, �� � � (E) GIIRAGE 428 S.F.
PRE DftILLED HOLES SHALL BE 605 OF SHANK DIPIAETER. iHE � S.•�� :� x� z'�, � a e `�' i i i � i i i i
iVIRE0.0ED PCR1IOa OF THE SCREW SHALL BE MSERTED BY TI;RNINC � : � ,2 � I i I j i '
� �� � "� � , < � I � ' i ' � TOTAL COVERED AREA: 2.801 S.F, �'o REVisoN �a
W!7H A WRENCN, N0T BY DRINNG 1NTM A HPIAM=R. PENETRATION OF � � G. N i. .:�;' ......_ i ; i i i i t i __
THREA�ED PDkTI0N5 SHALL 3E 7 DIAMETER HINiAIUM. -- � � -.. "F�f � ' i (E) LANDSC. i I I
fi �_V \ _ _ J _ I
J. N'NEN LAMINAIMG VERTCA�LY 2-2' c AIEMBERS TOGETHER, USE l6d NAILS � sr�c!uc oFC�c*cw¢ac � i i � � � --
AT 9� O.C. STACGERE�. .rm urAn+��n�cRHass OEfLRbAOF � OFFATE ..nc�errtti Hq�. t � i � i � I
� s!�«� _ ��»� �__ c__, � I ; � , � , , A ; j AUTOMAIIC FlRE SPRINKLERS. NOT REQUIRED
sa« naym.m.W�..aoan.�ec.wy..-;necwd .. � i x i i � •
L. ALL HARDWARE CONNEC?ING WOOD MEMBERS SHALL BE RECESSED � � pi „� ���� � w i i � l i •� �� �
NHEN REWG2;A EY ARCMIiECNRAI FMISH. Lf�!F� NIi11 ARCHIiEC1URAL . .. ---- �.,• :«. �� . ,--- �- --" . v i �' i i , i i
PLANS, TWICAL. � , �..� ,� 1 �[.:x' -dd �� � . . " � � � � � �
I .. . .. x e . , i I. _ . . .. . . �I ' ; i i i (E) GARAGE �
i , `'' � � i' i i ���
.�,,. ,,. ,,._ '�..x_��:,x-.a�,,an<iy�„_ , q , ' ; BUILDING DATA '`�
,,, , ,
-- ----_ --- _._ . .. . : .:..: .: � , . ,
,,. � � �._
__. ,. �__.....----�----------�� � --------------'� Z_
' :,. _ _,,: ; n -t � Y
;:.
s I TW d d
_.._ _
r� ; . '� �v �': � �
_ ; ,. _ _. � _ _ �, „ � �: �, : i L"� � GEt�JERAL NOTES AN PLAN A-1
, (� q' ' � w an� ..a -- � � . � � .'•a � i i �•• � . _ _. . -,��A. � N . _,,,.c:. ,e •,• -.� FLOOR AREA RA110�LDG ENVEL.OPE A-1.1 .. . .
j �) � � � � f
U �� � � � . i �'. Wn .n go� �Q 1 I �nn � n.. I _ _ "... - . �� '�. ' � � � _ . .. .. ..
� u.:ai � �a «� � � .., d n / ( ) VEWAY -
..':.�:n. rn �,.�rn, . .... .6._��,8*�"j�r�F*lt � , 'r iR., �
„� � < s.k r � / a�-3ss-3s-oss R EXiERIOR � Al10NS
�- - , , .
� �. /
- � .;,.,, - , fi�s(jS �'��' ,s ". " c.y '` .� � .> �. l ENERGY F Ae BUILDING SEC110N - onre ti-3c-io
! F I� � M w `V �� , `._ _ dA , i A i utc ua -- 3 fi_ _ ^' t fe �t r f .' � u: . � OQST dc PROPOSED FLOOR PL.AN - Ci MANAGER
j , :-�,.. � ,�,. s� �__ k � ,,m;� ; , a A 4 PRO,IE
. `w�.,.,n.,.<� a.,�,�.,,.,y;�,:.: --- a „� --,�I�.�; �c.�_,t <. �� . v� sz.�o� FWNDATION PUW dc DETAILS A-5 DRAWN 8Y cviEiRn
�- 5 r' k µ .. `,p . ' O
ai r � �,� �,� �: _ _ �� . _. , ROOF FR1IMING PLAN dt DETAILS A-6 .�oe nuMeeR
� � qk �.1 L . . 1�
• ................•...•• � t� � , r � - 10670 MARTINWOOD WAY . sHEET
w�� F� r,� u. e�n �w c Y n�.c SCALE: 1 � 10� �� �
L VyA. 1 . .� WL f�, i . .
i tLa4::��wp�a�W.ls4a:rl:�tiv�.�umf��.nfn.bi. �a.. ;: \l.'.r
uta i � ...,�:; . .w u „�•„ru� � ��: �., n.,,,
1 I�a.ie�.�n di I le f av�l i+� �^' 1�xi��r. ihc�LAmt es !..1..if �lic fr �:...
:.Pn�..,�„„,,,..,�w:"�,.�k SITE PLAN SHEET INDEX oF SHEETS
:. ILniDcu[ uCC� �mea bll a�l��s M A Val.' \ii� 11 i�.l.
(c) ca�F. s�iNaES (rmica�)
�� ��
� � � • ���
� �
EAST ELEVATION
SCAL�. '�/8" = 1'
(E} coua s�inaes (rmica�)
t r � V � � , :
'l -, 7�. � krt �' � rt C. f l. a-TM1, k. i a+."i`',�r'
`T 1."r��� ���r� 4� ',1��} w��
a_ �
�' «—(E) sn�cco (�cni)—+ �
- r-- -- ---- ----
SOUTH ELEVATION
SCALE: 1/8" = 1'
CpAP. SHINCJ_ES (TYPICRL)
MATCN ExlSittdC
_ � 10'-8� T.O.R. _
uaTC� [x:srNc
F-7/B" J COAi 5'UCCO ('YPiCAL) --->
SE: DEiAIL + 9 2/A-a
(E) COGP. SHINCLES ("YPICA=)
L�I �� L�� 1� � 111 I.� l;l � 1� 1
1L I� i �' � � I� � � �i �i I�� ��� �'��i i I � �:
L_ll ,L �,_L i �. i i i j, �� .. l i_ i � � _ i �
�� i � i i I 1 � ��, i � ; t � I, ii' To4 h,
JJa. �_il � 1 � I; L I , L 1 .. i �- . � I: i
J 11_� I i � 1�1 J.'.i J_' �� 1 I � '; ��� I L I � ..I � y ..�i ,� �.: i 1 ,L� I �i � �.I��'_I
�� �.� �� '�-� Y . � .1 � I � , i i_ L � ��_ . , i i I ._ .
u. �.4 i.L _l� i L� i_ I ll� I �"li i ,, �' i L' i i (
_� 1�. 4 . }- 111� i�� �� r� __il � i ij � L � ��'- �
i . I I j � �� I I �� I I� � i �� i I � t
rr- L i� j. ��L-� 1 -�i l l. _ . y__ �,. � v -v ' - �' -t .. � - - � � �1' � e'-o' ' O.v
�� �
�—(EJ STUCCO (TWICALJ-->
' ---------�I,------------------------------ ---- — ----- ----- 'I��—�
,� 0'-d' F.F.
' --�------�------�- f
UND'cR FLDOR VLNT (TW.)J
SEE ROOR FRAMING PLAN FOR CALC.
ADJIPON �'
� II'-!' T.O.�.
(E) CONP. SH'N�ES (TIPICAL) L. i. i � . :
1T: T I
I '.
.�. . n L,k�� ' Y �,I�,i • � C'-0" F.F. ,� I7 1.1
M
k ,,�` � ';,5� T i,.� _tC�"'S, ,.r�-�.� �.od�t. � i ,
,: i ." ii � �.,C�.,7�_ v '" t L�� ; :;i;x .
� � �`� �� fs � 7t9� '�, !, /'
;,::. _ !�• �. ,"� �
F STUCCO (1Y�ICAL) --� - r;�� .� "`„" . .... �� . �-- .,.. .
. �
-------- --------------------------- _t' :
i��,.� , . .�� �. /�
-- � ji tp [ � ���, .. ���/ /
:nl'�971�I..��. H I }j'�j � ^ �/'L`� / � V
: � �
r
, i� �.,
. ; —� , ..,,.,, l
� � � . _ . r �_ �.,� _ � . w .. .. .4 .� .� � _, . �..
NORTH ELEVATION E� ��'���� �'�i� ,��
._ .. _ _„�. _ . . .p �..... _ . s.
SCALE: 1/8" = 1' ��� 5 �
.�f�� c�C���� .
i�
''' ':� k i `.:� . . .. �.�,.-,
� 10'-8' T.O.R.
WEST ELEVATION
SCALE: 1/8" = 1'
EXISTING ELEVATIONS
41ATCH E7(ISTINC
7/8' 3 COAT SNCCO (TYPICAL)
SEE DETAIL I h 2/A-4
� 0'-0� F.F.
-� —
L NEW F2ENCH DOORS
W/ FI%ED SIOELIGHTS
EAST ELEVATION
sca��_E: �/a" = t'
(E) COMP. $NINGiES ;�YPICALJ�
. I i �_ I i . COMP. 9iINCLES (TIPICAL)
; , y ,i � I � � AIATCH EI(ISPNC
i i+ I � i 70'-8' T.O.R. h.
� � � I � � !' t 1 �'', I i I'� i�l i . I�-
I . 1�
i i I i.._„_�':. , _� i � �� ii i ''; `` i � J.� '� 11 '�' i � �
i
� I ' I 1-. �1 � �i � _.� � I ��, 1 - II � � ` � .
I � i
i ' � I ,L.
i i�i �� ��:-�..i i ! _ � _.t! � i . ��� . � �� � .�,J � .I :.�� � � .! ..L1.1, . ..L �'' ;: i
�
I
I
� I
< s ucce (rw�ca�)--� �
I
I
r -------- --- - --- --- ------------- ----�--- - ---- - - -----------
unoEa F�oo� v�Nr (rv� ) �:
SE� FLOOR �AMINC PLAN FOR CALC.
aJD! TION
SOUTH ELEVATION
s�A�E: ,ia� _ ,�
MAiCH :%IS'IM1C
7/8' 3 COnT STUCCO (TYPICFLj
SEE DETAIL 1 & 2/A-4
�
CONP. SHMClES (TWICAL) , (E) ca�P. sr{iNaES (rrv�cu)
%IS71NC - i � � � .�1 ,�.. L �. I I ' I it - ..-. I _..� � ... 11'-4' T.O.R. rl�
MATCH E - ���
u ' I �, I
!i
� i.� J I_ � I, u I. ..._ . J` � }.,y �1 i� �I . t r��.k� lJ _ iy_ 1.L.II�1 �.i�. .1 I'L' ll.. .'i.. � .i
__ - h t�`� r�`, V, '' ' i I I i I I'
I � i - � �I� ���1;! -5` t ' u���{ y I i. ' i i ��u il �� L! � t.��.! I �_�.u-�� �.y.�.�a � i�,,. � fl � I I� ��
; - Lli� l � � Il � � : 1.._ ��r� .i� "�. ; �`rY • . �� I � t : ,'� .i I;_i_, � ,a I�. � 1_� ..} �_� j �1 , I � 11�1
I i ' Y r� i L ,J 1�,,, h ' '1 `.i' i � i � i i i i
�1'.� I ��',i i , ii � r. i .' I , ,�i�u��:,�, t l��t:.il� i:�-.;� ��i �-lT � �:� �� �'_�i.� �!t� 1.1 � ��.1� l. i.l � �..li��l � l.i � �� �� ..�.����� . .
_ u1...J.�-�-'��'- ''+ti '�.b� �.- ���,� � - - r ' � i � 8-0 i.O.P.
��
�.� �-_
_t r !_
L` T
"7__'
_. �_ �
�(E) SUCCO (TYPICAL)—�
, r
-�l
-� -------'------------ --------------------- T I 0'-0' F.F. �
-------------- - ---------- ;k
anaN
NORTH ELEVATION
SCnLE: 1/4" = t'
� ----
��ie�ra
�C�iCI
-.
��� �� �����
615 IIIN STPEEi. YOOESTp, G 95J51
,r�rnrna Enarccar+c auiu¢)
rFl: (205) 6!!_5�10 ' fA%.(209) 576-225�
e-mo:i �. c�ie+a0eiitenel
OWNERSHIP OF DOCUMENTS
�,. a«�� o� � o �.o,. �° :,'"�,
cm,�um o� o:n� wro..�ir o�
Nrn.�ocsa cr+ouv
we.� e�. v. s n�is.
IMO; fl�-5��0 / fu I�i 5�6-t]N
anE :f ra! lo Oe uuC. :n anaN o'
wmazot� ,Y,. o�n., o,q.a .�:row w�itm
O Caq.�9n� i(110
Z
LL
Q
_
�
� Q
_ � �
� r
Q
� O �
�o�
��a
ocZU
2 � 0
Z
W' ¢o�
�' o�na
�o
� � � U
V �
Z
O
�
�
�
W
J
W
No. REVISION DATE
L
DATE 11-30-10
PROJECT MANAGER
DRAWN 8� CViEIRA
JOB NUMBER
SHEET
A-2
OF SHEETS
� , f.. . . .. � +a.-e....+•�"'.w,.r�' "''�'�""�__.. .. �
,.� � y `;! i, ,,�� _.... � / ���L
+ �i E e'�1 i` _. . , (..4 _ ::.s: _ _ _ �. e
� � � F'1 !- r . F t � � i . ����f �' J 1 � _.
� E ;�; L . s�.,. !f �
I !�w' �f � �a � - �� „ , . ..
i
P{C � `i `y � ' � -
r i k, ��,f� =
„�I��1 �s.5��.� 1
� ( d �`,. � . .: �
Green Points Rating System for Remodeling Projects
Cuo k Me �i.onr.e cl ��m>�a �� �ic�e 4 C�po� aas�pnnp a'tobi p�:n:i �.el» u � w�pz u[r, c�iwl�rec w rcoi�rw�u�.l; f s
n�l f��cbM is.v�:w.25 meawros rr.e �een nfFlph�sl M Ham'ry M�� �.N. el(a'slr.Ad 6e md� b rc�ryc �tf'r^� r;u ya�r
prtyeas. Res ers na�e r^� lcui aased u��m dwir eroa7 cr 7e er.�ro�nen, a�i tM_ hea 7 N•Fe �eme n acrdr.acun wit�
elSe a° mpkrxr axn and reWlr.e 1>.v �I TF.ese meas�TS tan te uXd as a ata�tr�g D�st (ar �green.rg' <u p
1 RaC/:rtly'tik..�v�itu:1K BCa��onx�:+fe4
55l��a1pM,\=2V�inI�.M.�..��m� u�1�Vaew�capb
2 V.'�e¢�Reua�alaB�.rlrqlAale�4b JRer:u':efl+ i'f �
a RemeAM tr AN.ec Ufe. Rbp�.e Rese. ar.�
yivxcPrcxnzic•. �RycvxFts yq>s
� R<�.r.Nn.s�a �Rrocu�sFts iqe�:
SAtiv-ceCu�:;lo�afEu:in�PlrledT.�ess ;ewxceD: �r=r- ; I
il-p<-rm..wnauco�s� 5 � inv�aca� �0. �:et�' �
+ Prc�o-:�. 1' f ;.na M C.+a y�. � Reac �z Gl• �.'rr,
9Lka]rR�KU.tr_fl�al�ILYrv�.YWaecn]fxtrt! iR�acv:eGl+ �_�ae '
3 Reux'AiY�ols'_se fL�c�hd �:o�m-t A^�aternls
MLan15'i:eP�C1 ':R!r.u � r ee
lf, nflw.'IMgn.=llaml�ny'd'�3.eie...> _Reecu:eCL �: _
1'.�rT.9Gta'J'':te:'.'Te'�.:aI:A��e"1 rct'M�x :Rexu �i=�fl
� �
u rw.a.c
1 Iro:rysN :�dec R'jaa ' . . .�
L��Re.�da F,ssh •_oc,k. di � xn. c e.�er, +?°,
�:!!tY �' R�BY {% 5 FOIf` YJ IJ ��<SOdt� p!5
:USeRec.ckd:cmeM�.qy2ga�e :Rexu�:e��� �ry>�
�ivxiarcu�a,w�n�:pc�<i�r.,a.y�i :EM'�D�'D'a 'rse C
1 1
[. SbYCIURI Fran
1 SuxilJb S�Id Sr..n ..mw� ri�� En�inn�x ��m[e� ; Rescu�:s c� �= ;
2 U!e fS= (:eMix r�xe 1> haw�9
;F] avs:� 1i�4 YFCC ut1'o- �.aed o?t�n'z ��10 "�I .y, ¢ 1� Reecu'_ GN
ilhe "Rescu� y=ra�;
♦ the ��:<o Fhcr T-ism � Rexu�x Fh y=p �
SDem�7•Em�a:Ik+ucrT��nee+�r.��•c�e iE _ �
3UnfYguJanadSarol'r':eNCaIGXI�:r:r') :RexY'ALL• f=lx
'lbeErqmt�eJ$yhlu':e�ICdi;M�.r.isa iRescu'a�k
9UaaRaclE n�.i< <h;bl.,� �t,rm=�+m�ni 'P.:xu:e{.1 .-�.
? lMe$P.du'N. a.lelaaPo�Nr'_IPai
a Fkrs ? Energ` p: j'f•y C
��el ?Eneg.D3 i C
..:ca` ?EnaB�'C� r•m C
it. N�tr A3 Fra Te. rsues d Aescu :e GL• 'r'Y+�
1' ..atR�dHixlL�xnavla:•.i' Si�r.u+l<µlr�lc'a �R!xu�'a41t '.>�ia
12. _� �:8
a WaM1ns iefowceG: r`rh'i I
�SnxMS .e�o�rtep� �=yes; I
D.EalwiarFlM�h
1 Wr3.wnetkCed.naMab'a�s
a.ft Fkimninrt 2P.ocu':eGle f`�'+a 7
e. Fsc :.d�d iia� : n�w:e c i� �_•.<�
2.UssTwrx]Y,4odThcl?cx4t•roilanChanu"+nmc 1LiGHeaMP• f=i*s
3. hidY �cue> :1'rap �nce� Sicirp 1 lyGFlea M p y';ea
:.ux-net;yrcm,;nn�eyrc'na tRau�xp �yn
� � i
E PWmenp
, iml���,�x--eaz�..:Me� ,e�hm.p , t , ,
2. 6euhb Fs ax :cic wr.e:� F�xs 2_m,. C� +^,�es v
s ne,ai �a rux�_ �a so,,�n,.,a.:.:t F<« a�a�«,
a. Fual� ;1 Fsm ead .K k 2�art�i Up m� Reacu p�
h.S'rreneals�'x��eai+.uam.x�ri�: upro�iRexwxp�
t Rndi:a Tcibel tiM _kn{a:: Fq.N T
(' x�M1 �K!. .� k i G]In11 UV b: A.11tu':! 7l.
5 MMaI� d�kiev =�tlr �n Sk..r� e�d t lSGHeaM T�`,
6CxveiW�l�'��Ae»i++�xlkNN IEne+�pa r;+
T. ImW�'J�de� FYrel cn Un.N x Fa,ut:
1. x�a <xh �!> � W nb; �Jp �p 1 U.C��H IF �
n.Mrr �-..e'.�a�c�r.s�e �_�.ua�xw�ro �R�x�:aq+ i=,e 0
1.Irelal�'tm{aclfi;dbx'Ili�l'I .0.+ .=L
16 �uCs=i porh.lC wts � P'n+ 116Ax ! poi ts: �.p s! E a'/ pa. '
Z.IMaI1C.A1Pe,mixF. ie•„ti L ��"'p ac�:;4�
Spanal �.pxiEr �iV�.
3huW��dn�Ca�ly�,'.�.cn.�e4irc.,C�pipa'If; ��PLIEre'��'Da 1
<. �'. iyh _R psn� Cali+p Fana .M CF�i
1' x�l uc. �i t c Fyna� 4p x 1 Errq� pa. 1
1
c.�pp�nc..
i. hnhl _nng.5ta' -nk:.tsher 1 ExR+.il y; I
2. IneN'Nn^'rg'.I�r.irr wh'.Yaln aid enwcy
Canx�.�b H1ae. 1 E-�eig� �d j,'. 1
3.nlWIEM�)'Sb RtM1�e�RO� tEieg..l y ,: 1
:.�rc1Y:unn.e7Yryl.e•te :Rexu:e�l �•'t •.
n.M�uruan
t UpQ+x rwuta'� U Ev:sed Tte i. �ea�memerrs
a :xwb i'_nu+9) D� Y`��
Ol'H�05 i�nNf�'p'] 1iC
2. MrW�. FloorinJai�n r.er Ca�rA Sxn i enepy pa yr
7. hM�l :e ;CebCO.1e1. =�beqba Ireulmn �..M
w ac�f Femuke+;ee 7 u�.1ti.rn c+> r°;<
�.UrAc»nocliltsim2el�cfm'�clas PEiwBrVa yr
S. UM Crhkw kw41a-�
•lY�b �RescvxFM Y
e. cara 1 R�cva Ft r°,<s 1
6. ?1lwrai+e !rcW�rx. �rtAw �Cr.N +p�ar�lcam �
:^:�b �W`cu�eGl� yaxn 0
o�sr� �Rexvspe yr�o 0
i.wude..
1 YM�I :ne�p..EScem�V�Er:,
i Cw�-�rW t Exrp� �1 y=, �
6.La+EmraY'.-an': TEM+9!'G� Y°,e Y
clarCanl.cO.fyFres 26w9YV� Y•, '
L. M11W SN ttNl I TYnwr l'ba'p I E'np� ll �°.
J. IM�tlro VMtl4tqn iM Rir COMltlonin0
1. U�> Cuc! El�sli� m F I=uc hkls
2 imu_r.�.cA..nnCanlnoxli�ace
7 `.e�T Rr� -tx It Ix :F.tS�Ce
< G�r Y 0.�a Edae �:=uF�c�
S I»stl iar A7i: =rn
6 1 MzP Ml c', s Wa•xn S�slems
' I»-�1.ixe-o.neFr
u
8 Ivstl $eak! Ir�RM�n UMS
i F wt
9. IteNw'N.tl�hYrlx EM_Uic �n� Cu heale�e .0
hrcu�n�x!�Va'! Hetl =u-�ae
. nsW7'35E=0.'IE3to��d�arR���,n
� nVN AC r.n- N»H�=� fiefr �ranb
. nsWl 9Y:. �nru31 "�e _�larkn �fic e�r� � �FUE� `.mxe
. �et�Q'.t'ocd 3ur-i-g i�lrx:
' � Iro'IA =Fd ren fiEd •.p,A YC.a5�r92ra
o kal�YFaF4m:�npen
:. sslyl Arl p�A Dars
'�a. M�IZcroi �tifd'mcFGl.-IHer.�p
5. nsWIM�g1iE'M1crt�5ler
n;lml Mu� RecrrtrJ'::rc,�:N o'. Uir, iHF
7. nlall Synak Crag� E.la.s- Fa-
ag
2 � er�r q•
3 e•e� fr f�•
' IRJ'-e.M FI
. tw:�He3�t�� ab
2 E-axg. N•
1 Ere 7� D"
. E'<9r Ft.
�I:f:�Hfap". ab
• ly: X<M�. �d
3e
)E +,c�
2 �e.oya �l
2 E-•r�r c�
' IL]'-e�7 11
1 Ereq; p
1 Erv]/ p.
]E
4biC�FkW-. �O
i l'+��NCNI pa
i LKC�MNN+ ab
R. N�nwwsr Gwry) rq Neelnp
' GreFlimDforSoW:Stlerlkt.k eE'M'rL1�
4. I��alr :!'ala Hwlnk S�,r '� E�wpy CI: ._
]Fre��.li�slrFunnrT?kr.ter.;%,:�Ira•alwkn <E'erdic�+ .-
:. I"4'�'!IOIY.CkIK � �•: �• ��i'Rl1!
.. «.6pm:.f:..12xw.?_�».:gPy.i�. Upu'5E•e7i
6. S� e! ak sM D�rabe 2ad� Nabnals i vv_Re .� 7=
� Ica1vl�nttl�re- 7ExrQrG�� -
L NwurM Nwtip �nd CeeMrq
t.Inoa�xa4Paa�iwa�IrHWnd �E�
2. I�ral �.x�arp or A:mirKp w� Sad fac m 11nlc.. :� W
3 Plyd �e:iacu - rce: s� M:teN yia Scuh �ica ?��� e y
PERFORMANCE CERTIFICATE: ReaideMial (Part 2 cd Sj CF-1R
nW'--1 rlan� i.�i]m, �Ya: Si�pN FaMV '� MObn �bM naW
AM. Ran nir d AAis. Mu�dKlharon OMJO F�r,�F aE.vyrp.,WJ�rJa�.Me�:c+ 71;7520�
SPECIAL FEATURES INSPECTION CHECKUST
TM c�il���n ycn:Y ��� NY 4!�x.i� .iM�hir. V: Tq Mi�c ;�:Yi.r r'I�.n fi0i]�St. TIy�4B Mc^�, rr�r •ir, q0�i� wri1W'.
.ucl�icuor.rddreun'�a'A:to��.intlN ��a�v�n��
eb��rminM n. aee9�ncy eY tM �i�yrM.m�m n�y may �x� �.^,uildry er fe�iqn in V Mhenvi•� eompc; M�wd o.� ne Wr:�vi _y ni
th<. ,r.y i. K:.N:�ur
HERS HEDUIFiED VERIFlCATION
he+�s � !h�s seHio�i �sy��a �ield �enu��c e�c�c� ve� ilca� ur by� a ur.�fiied HERS Rate� Tl�s inapw-o� rusl �eceive a
:dJ GF .A'�•!n �a nech �' "'�e n�asvu'ex �olbd ;wlpv IM (mUl :o'Je �ive��.
fn.^ �<•• h� E Sa' nve� 59�' 4unCOp�:IOiPIY1lRt I3.! p�
I. Ux L:w.'�c YO� Pu'I
2. Uae Lc+�: CC Y:als�Esx] :".'cx Frn"�»
3. Ux Lc.'�c VCf..:A"ev'na
�. uee 4�.wg�e'.•tl�iss Ix r�er o� ninea
9
5 Ux En3�nee�ec 9FeN 3�Ws • m m alfed Uie�
Fo��Mxr�ne �
8 Ux E.sncr urode N.wxi b IMexr Uxs
' SeNM=ypxecP��dxsvCO
9 use c5C :en�fiee ��.imr� tr .Aenx �+er
Y.U»hn�NJa�tleOttHeCJCYO�I:mbM �m
i � nna �.rdew�.nevsaam:yxem
N. t��
I Stb'1FS�re-klY:ca'F1xiu'g
2. Ux Rzp d 9 Rrx+2k F oo�nal.k W a a
J U3E Rtrr:k:f Cmiert. Car�mc T�e!
t hvY�l Nevn1 L�Im. � n H�z N�•v�l
5 U?eE>7 C■ z1e�+F�a�Keqrx
ti In!ISlktt:y!EI:�NIMII��:'wTLan'.'J�a
PERFORMANCE CERTIFICATE: Residendal (Part 3 cf 5) CF•t R
r•:.�w.mc Wr1-.'w B Smpu �em aad.cr uc.�e
Mr. Rangachan 6 Mia. Muralarwnn ❑`.+w iia*. , 2 E. si �y. A4a�.a.Mn.ic�� 72%1YIGt
�NNUAI ENERGV USESUYY�RY
TCV Si+wa �c.ss�u •h'J+'
�ks�:; n'- i
S.^aXHe2'.� :1.:' . '�0^
$P1�e Cm � .. .• .
Fans • c�� +. - .
D�T951iC H^I Wa'Rr � � -• "'.60 : JJ
FUm ) V�
Tovls .. s� .< .
Perce�t Bsnsr Than 5lmdvtl � •` !'.
6UiLDING COMPUES - NO HERS VERIFICATION REQUIRED
s mMOn
Bu�b p F. . i Or aa•c�. �"o^'� E 1. NJ ��IS Roo� W.N A�ea e A�ea
N�mu. o� Dx I�.Inq Ur.ra. ^. . :9 ` ;:
Fue A oloW 15.a ...� , 6,� �y
Ra xd Floo� Ares '�
Slabo�GnEaNea: � ". •d ' J0
avx . • �.'"" �•
FenacUaon AverapeU�Fana �' TOTAL Y�
AveraeSHGC� Fenes�ra�b^.�CFARr•��. '�..•.
REMARKS
STATEMENT OF COMPLIANCE
T•ns ce�;ilicale ol c�nq e�•ce IHt� Ne �uiW��.w �eaw cr �•� ;aocY c,•.;iu���; i�eeAe]
Ie wmply rwlh Ti:ie 2G. P.1r16 1 ihe Adn.^isl�.�l�.v+ 9ng�.i al'�aie .i� Pnr� fi Iha
EXrewcy Sm�daro9 o{ ��e Ca CWo o' Aa�u o!ione
Tne doc,.me�i.k:-� aui}o, hure�y ce• i-ai �re ncK,;.�e�i..i�cr ir. rx..ra�e .re cc.-,p.e�e
Doeumantation Author �
t:� .� .t�.��� .. • '
INO.�.. 6 Tr:txe� �, � e.a � , � . •. � 5; �"J
rn .'LO Mcan� :.+s�s+ o � »�e . _,.• �,;, G;.e
Tne rdrv� ii.al w�lr e�re��l cea g�� res^:�nr � I ry he�oAy cer 1 aa Ihat Ine nr :-es� b I�-.g ees �n •en�esevee r Uis sai
ol�n-uhuttiondoc;�menisisco�!i<terl.•Ihrtso�he�ronp'.irn-el�rna.xndwMksh.e!s mih��raf.eci+�cs��.^.�s r.nA
wp� a y o ns calc istloM sA w1h ric pw � aPpica� «� a d e oQ i zes Tat amF'�ar:e �i �g Oxt tles ;n
d�N s al g. varM1Cat � ol -e�ngn 1 1 � c I t 1 �' 4. �y '� C �.k1 �7+�'vain< welmp re��_va
il'9A Ip1129 �� �� 4110 CR'iI1C.lIICf i�� fIY'�] V8111 C�:. �! f. �Y� C� _� NER..'U'.e .
Deaigner or Owner iper Business 8 Protessans Codej
� ��,..cd:v^��,�.
.�m::� ey•r�v,..: ..���. _,.,..,..�.
r .��I..ZrMtu�tic.�FV:55� wv.'h�li.G:::�� �:�-ie- L^•..:es ie�le
�
COA1P SH!NGLES (iYFICAL?
NATCH E%ISiING
� 13'-I' T.O.R. --
PRE-YANIff. 7RUSSES O 2!" O.C.
YERIFY IN FlELD EXACT YOPE
TO NATCH EXISIING ROOF
� IO'-B' T.O.R.
12
9
4 �
A� � ����./,.�
MATCH EXISTING
�/e' � conT sTUCCO (rmica��
SEE OEiAII 1 k 2/A-1
,1, 0'-0" F.F.
R-13 INSULATION
MANDATORY MEASURES SUMMARY: Residential IPa e 3 0131 MF-1R
mM:' - a
Mr. Rargachan 8 Afrs. Mi�rai�dh�ran 17/?5'20f0
E'.it� G Iv ..A.dl� ��n�.r t h. :, � Mi.. �h-vhM� a]es,.x �7 ..Cy �utlby, ^i:
•tailM q �
E%CE TI(1\ P_. .�11/ IMiwvnit y1.� . N�II. I AP.?�✓ie..Y3.IMyve.'afV...�e�J;ve..nni� a
<il�lf_. . �-.d, onpryvn�lh .�wic..T'o o_�w..mni,�,_ ���g_
E%Gc�TICM1 T r D.v , Ki3Y �ni;l�lkd Ww �,ili::�cY kr-u�-v� ,' ir .Y�s."; Ics;!I�.rt n..W n:; Irra;u�: �e� �nVU «u M� x� cnr I��:Ik:l ^y n
�'�;4:1 r PJi'n.N'w'.t�`�u1511W I��nii��a�i��: ��IUC �ii a� GM' Ivn n�a kluix G+I�r�a c. �.u.ya'..la,inqy iC
:bs�x. arE ,:iY�y ivains s [a!rqh xll M:�m�a.r s` i%CE7Ti7f. 1. Pp"�ne�:Fy rs1s1�W isw� eN;sy I�m'is _vll [z
�c Fr_�ntlw uu arv =_�vnNd ry' �x'i��r n 5-�w� �mi,n �I�a� _.�-_ �� �.F. 1'w apphcnbi� �s d $�'.Y. or C� e maival�
r.c.iDU..t x�n.o• Ts c�^�M e% �•A'�' �`� x.[!k �[b rcc.iverems of § I' Y SE/lCFPT�OM1 [' l g�t.v� n mu7�a nnM� n.NCing le!!
Ih]�'�MCi rohiC�IlO:.t'N u�d�.��]�I:At,4"O�i �n�it tSCikitl
'SO;�;i3 L�m�na�rea roYee�an rwlalanconta:l �ClbyUr�amHis'S
i.,n>:dc-rs a cia r nMio+,ur m�9r xca i.-ung rv�.rq beom�;ry. o�� navc., mee� me; ccnncs-�e..marn�,�: rs vn3m w��, �
W�M.;i+WiYor�.2CCFMat;.G,u,m.'4nor:.sb_ ^.ucwJa�.iccv:IhAS'VE28J
ro� �����..�-e nx,s��� , cri�
�'� i9:r:13' L�.^ur.��rc ; �rov[f rv: +.naJ_ •��-�nrq. inc�lbt� I�rh m Iq F'rvp�t :.�I �s Y, bx nsC :^9HMnal e�:i'.I��n9•. �wS bu' rs mom
�vNiliY Y. .4 .• WI � :'�,td W�M x4 -� a .. ��Y q:�'iCIG i'Kd1 0iI WIWM'9 C' b t'�1� WJ�MIyf O�IM
.r,llbr�.yF:�'I ._x�E:'T'. J. P�x'mnc�ly ��I.iN..unuNOalweb:n�r� !�"+AilkeNevxiCOraviAuAlliat
Iney ¢mrcpetl ry' a num�ai a'. ol's� t. � a rv_I farvg �r a��reWe or hypass ervi:;l •�r. d aeb�e� i�e mdic� se�sc�.
,�nvoo���oro�>.�:,r«.�.�-,�.�,,Nxo.h,�ro �tl�.i.1•M
a:t��'iu 1�'"ifWCkrpih4'�iM7Y�'.T.YI�UfGr:l'(pJSSi'm:U'b:a:CisaWisNY'sSt CFN aw(ryll'ata�]iit�il:;
..i'�N ,I EI .. y . dr b� .- ... t n h.. f 1, - a t .�v tis ' E%fEPTI(N! 2'. U TAr�i
li��m��e N. .'y � e�V §IS[F..3� h 4y[ Ienpe �.Ce �X�n��ic�ayp a'io
��rr . p.�� r. . . M;r m t mM 't' h., rs E% cPTq� 3'. P. . t.� �. yilM r
h��i�r. - :V� ,, ..�M�.�+��.at�. , .0 Y . •.i.�,ul.r �c41_.G9[.rtMCJ�ai�wEkn' Gc...�Wn:A
�wr� e i
� �II��.I�1'. �t�.l�. �'t. h� F1�4�cN>���.E i�ub .�1 i.�...n_
m��o. a�l�ai.�ilt M,Yi - 1::'.1'.
: s iyn��� - - ��aic�i_ ..�N.�.:c«:�.:,.��o^w7wa,w.,voms
�+1I� 1 1 I'. � J' I I .� I��n..y ...�. p du .cn[ Ic� B rr nxxa vJxdc: t+.i I:nnWr �: , I'm ,q�4;.::'bk:
1 i d.�rnniJo
'�J' I� F2rnaie'I\ alle�]Ia1.��5�nHee'�icaec.'ic�Or.+l�r:� c.lv.r:ce asCa�.�I�i.Yd'�3s��:t�lo��rn,�re
. � ine;:::l' iu t�: I' i�� ul•i.i; Y hrnYii�nc E%C=.FTI(1N. O:::mn� r;r ��i�a:� otl a« �•fI c:w} I�nv-in�,�n: ;�n�l Ce ;vlw.'otl n-nitln
mv��r.arc.anroi..Yr:.x.ecc.nnxm.:r�.._C'trr.nio:e^r.��wi�mc� ��rYw; •.�i ��e
E�,a.,=.�� E .� se:� w�cwx:nio-ra�sn���s:n ;t. <•��a•
(E; CpAP. SHINGlES {TYPICAL)
�
.. . �a 1 � , � N y �� � l�
\ _ u � � �, �.1L y � .'J� lU,. � �.
� L' � �
4
� `` � 4 � 1
Y'
, I Z � I �
. JY ,.�, i u_ � t = � J
I i rl
� J . J i � I _' �,._. . �.
��r� rw r � �� I i
� �.'. l ' I �.
R-38 MA11A710N
R-19 INSULAI�ON
� I �
-� eo
(E) SNCCO (Tl'PICAL)
� � �
� �
�
L_ _J
4
A-5
SECTION ,
i�� -.._�,...
Rrr�e�ra
�C�ICI
i �
PUNNING DESIC�MNG CONSULiING
615 !JM SiI�Ei, MWESiO, C� 9'_35�
(Npt�7 EMONEEMnG BUitDwG)
lE.: (109) 6J�-5/10 • fAK(209J 516-7251
e-mo:� � cWeiro9elite.ne;
OWNERSHIP pF DOCUMEhTS
M ia aocvrie�e ana Ma Mm ane�eeiyna
aco.a�ea Mercm ��e � n
[m.4�dron Decum.nt., n Ne'ww�nr or
N[ e � OFSO1 4RC�c
s sn v,..i
we.m. u us.
pa%u�._�.�a / �(mcI sn-,n.
��a �, a a �, .�e� , M
pon �« �.� an.. moPcl �.�rceu<.•�t:wi
o��u���.
o cwrro^: zaio
Z
Q
�
Q
_
�
J �,
� �
�3�
� T
�
� O �
C 0 �
� � Q
a�ZU
2 � �
U Z
W Q p �
Z o� n d
co
O � � U
`
rI / �
Q f O
' � �
� O �
Z�z
O � O
U o � C o'
W W W
� � �
W/,�
li R �
V
Vo. REVISION DATE
� F _ i �
on� 11-30-10
PROJECT MANAGE�4
DRAWN BY CVIEiRA
J08 NUMBER
SHEET
A-3
Of SHEETS
an vai a: 1r0 130 57
Total Pdntf Pr 'ect Receivsd: ��
MININUM PEPoOD
OF VpSi CURRING
5 �8 HOURS.
MINIMUAI INfERVAL
9EiWEEN COAtS
5 7 DAYS.
2. STUDS C
16' O.C. (IYP.)
2 - UYERS OF
CRADE 'D' BUILpiNG
PpPER.
q� �--- -- ----�
� " WOYEN WIRE �ABIC FURR �' �'
�i ��+,}� I/a' AND NA�L 0 6' O.0 � �
_ 4 r.< YERT. d� I6� O.C. NORIZ.
�� ;AP ONE MESN (1� MIN.)
��"'y 0 1�11 JOINTS. YERTICA'_
5 ki''••"' Y JOINTS NUST 8E ON STU�S. � NAI�S 0 12� O.C.
iY'
.����w � NEW 2�4 SND WALL i6d � 6" O.C. EA. S�D� (T'!P.)
�"^
kt 3/B� SCriATCH COA'
;1 �0 4)
. .. . 3/8" BR�NN COA7
(1105)
PRON�E 26CA CALV. WEEP SCREED 1/8" �INISti C�ni
AT FWNDATIO�' PLATC AT LEAS' 4" ABOYE �1 �0 3)
GRADE OR 2' PBOvE CONC. PER CBC 2506,5
3 COAT STUCCO DETAIL u�A`� 1(N) TO (E) WALL CONNECT S `"` E
7/8" CEMENi P�ASiER
O�ER PAPER BACKED
N1RE MESH (TYP)
WiER CORNER EXP0.�S'�.ON
�aNr
�
EXTERIOR CORNER
INIERIOR CORNER
ExPansor� danr
�
�
7/B' CEMENT :IASiER
OVE�4 PAP�R BACI(ED
NiRE MESH (T"P)
INTERIOR CORNER
STUCCO EXP. CONTROL
16C � 6" O.C. WHERE IN-ER�OR
SHEAR OCCURS
INTER�:OR SHEAR MATERIAL
2x S?UD WALL
FCST WHERE SPtCIr'�,EU
'6d � 6" O.C.
EN TY
POS? NrNERE SPECiFl�D EN TW
'Ed � 6" O.C. WHERE
P�ST OCCURS
TYP WALL CONNECTION '�"� 4
(E) 26EX
� � �, l fi-- �_ �
i .
I! II �I U I�.,- -,� ���
ii II �� � �!__ L�M„s,�R�,TM ,�
;i II �� ; ��I II I �, �
II �,�� �t � �
�I II �
I� �� ° I �
� I I I � � IEI MASTER BEOFiOp.1 I
I v II
— J I
,� � - - . ._._ _ — — �E) 6050 V = _ = I I
� PANTRY � � r — -
,� �7 � �
!� __ �_ I ' II
�; li
�� _ i� (� — v (E) 4050 _
�- � I f.
� , I I � I ' �e� eeonoora I I I�'� �� eeuROan
' +�$ I I
I
w�;� II �1p�GR�., I! I II II
� L — L–J�--J - -- If
, (� KITCNEN � �
I�
� ��
I�_'.� EXISIINC 2x4 S1UD5 �� i--,�� ,
II I�(TIPICAL) TO RFNAIh IU �I I'�
'I � ) �
II (EIWwGR001A '> '
WALI h DOOR L-NO—°N I'I�. II ei!TM -; � I (�i e�oaoan I��
TO BE REMO�ED I 9, �-� ' � =. �� .�
Ip ��_ ��,
,^_ ; _` . J
— �! _- __�� _ _� ,�
(E) 3050 (E) �� (E) 4016 (E) /020 (E) 'C50�(E) 105�J
(E) 2650
REUOVE aND DISPOSE
(E) W1NDOw5 aND
14'x14' ApDIT10N WIERFERING PORTION C� WPLL
// ��„�' « / FOR NEW FRENCH DOOR
LIMIT$ OF ALDI110N �
EXISTING FLOOR PLAN
SHEAR WALL SCHEDULE
� NNUNG BOTTOM HOLOOWN ANCHOR BLOCKII
SCHED. PL CONN SPAqNG BOLT SPAC. REQD
3/B� COX 8d NAII 5/8' A.B. 5/8' AB.
PLYWD 6:6:12 6' O.C. O S' O.C. O 5' O.C. NO
3/8' COX 8d NAIL 6" O.C. HTf16 5/8' A.B. �
PLYWD 6:6:12 SSTH76 O 5' O.C.
3/8' CDX 8d NAII H 6 5 8' A.B.
PLYWD 4:4:12 4' O.C. E SSt�1� � O 4' O.C. YES
1/2� COX 10d NAIL SStB 6 SI8' A.B. YES
PLYNU 4:4:12 4' O.C. �a. qnc a�' O.C.
�
F40T NOTES:
1- PROVIDE 3x SILL PUTE AND 3x SiUDS O PANEL JOINTS.
2- PROVIDE MINIMUM OF �,c4 POST AT HOIDDOWN. NOTE.
3-PRONDE MINIMUM OF 4x6 POST AT Hq.DDONN. Q ALL SNEARWALL nNCr+CR 6C��S ar�D ti0LD0�vr�5 NaHDWaRE
4- 8d NAILS SHALL 8E (2 1/2�x0.131' COMMON NAILS) OR (2 1/2'x0.113' CALVANIZED BOx NAILS). MUST BE SECURED IN ?IpCE PF�OR i0 FOUnDAT'ON INSPECT�ON.
S- 10d NAIIS SHALL BE (3�x0.148� COMMON NAILS) OR (3'z0.128" GALVANIZED BOX NAILS).
6- PROVIDE S/�'Ix10'L 1FIREAD R00 EPOpED MTO pOSTING FOOTINC YATH SAIPSON SET EPDXY W/ MIN. OF
6� ENBEDMENT 10 REPLACE SST876 AB. OR S/8�� A.B.
7- OPTIONAL TO USE 1/2'�x10'L A.B. O 34' O.C.
USE SYMPSON EPDXY SET-XP fOR ANY NEW A.B. NSTALLATION TO OBTAIN SPAqNC REWIREO.
— 62' }.
20' - 24'-7" ---- 17'-8� -------
(E? 26Ex
�------------- � 'k— —� --
f � � i -- ��- -__�� -- _ ,�—
I � � I �' I I �; � I I �- —: _����; I
' i . '�I
I� �I ,I II , —_
I� �I � �I �; c.i �� II '�'
I � � I i I ' 3 !� (E) MASTER BATH -__ i
�� �� i �� , w i� I ;� ' I� �
i
�I �� �; � I ';
; 'j
j� �� �; , � ,
' I _:
�� �� � �� ' ===_ -_�.
� I (E) GARAGE I I j ' �
�
� II I � � �
Ij �I �i
�j �� ��
�! �� � �
� I I � I (E) MASTER BEDROOM I I �
II I) II
— J ,Z•-,• �
� i�=== __--�� v � �I
I � L (E) 6C50 � � — — — — — — — — J I
3068 � - — — — � �r — — — — — — — — —
C � (E) PF,NTRY — — — — � � -1 I
I� � �I ! � �
'
° `° . ; " I
�� __ - -� ---- �I �� !,I
� I � �� '�I
I L — — =� - —�� � �� � (E) 4D50 _ — I
_____;� �
� � 'i L � �
{ `° �;�' _ _ __ i i � I (E) BEDROOM � � , I I (E) BEDROOM
II j ; , �� I� �� � I ;, I
�._— - -= � _ __ __i � I I I � , � I � ; i
I I I (E) DINING ROOM ; I � I I I OO I
i 1' � I
p I�I I I I I 2668 I
i i I��' I '� 2668 I I I I � —C —' � I
�- � � � _'-�� _____� r � �'
, ,1
��___ _l�_�
I I ' (E) KITCHEN aaowe co I -- -- _ _ � - - � -
II� ;� 00 ���«� 1- �
— — — -� �- , —� -� I
k
I I� I', n xisnNC z.< snes ,�� r --, --� � I
I � , ? ,� � I�_ � 16'O.C. TO REVNN �.. � �.' -- - -'� �
I ' I
„P�c�) � �� ;� I �; � I� I I
�� �� I � � �,._ .;t� A �
EXIST 11GHTING. PONER _f .� � I
dc MECHAN. SYSTEMS TO REMAIN I I I� 2668 �, ��; I I I
k G
o Rf1OCAlE (E) SC. I I I f 3 , _ '' ; i'. I
� �� �,�, ���� (E) LIVING ROOM -- � � I
i z � (� NOOK � � - I I, , EL B� — I (E) BEDROOM �
- "_! i_ :
I �I II
i
�I `_ II
,f �I I 3 � ''! 2�68
�� —___ ==�J
(E) 4020 (� ) t050 (E) 1050
{E) 2650
(E) A/C UIIIT
TO RFLAN
`irl.`'l,
�� :.. t�',�J 1 . . . . �
i .. ..
�:! /��;'��,����r
: i
""l
{��Y^ttsy� R ��°'y'N,
�.4` E �• n" _� i :. ; 't� ;.r
,,�s �,�.�� y
a: �° ��
, �,: � �, i, . N. :
. .. ..�..'., ,
:. J�� '- • �
-._ ��:�� � . .� ��... ,�
. . / / .�.-� �'-�. � ..:..�..,,
PROPOSED FL
�
4=�
�e�ra
�C�1�
?LANNING DESI(7dNG CONSULING
615 ISM $RFEi, YODCSIO. CA 95.75�
(MORID ENpVEEPoNG BUIIbNCJ
iR�. (709) 631-SIiO • fAx:(279) 576-2251
e-mod : cvieiro0di�e.net
OWNERSHIP pF DOCUMENTS
tn�m o«��,.�i. a�,e me �aae o�e e�aro
ncaD�� WrMn, m inslrwnenl oi
ca,m�cc�w o«��.�eM,. n�me ww.M oi
vein. ocMa aoue
r. c. nu.
c�) u+-siio / �u �1ac7 s�a-:xs.
o�e �o� �o o. �..e, .nw >
pert ro. mry cUwr po�ec� ���!nuul wrtle�
a�„o.uai�.
o c�,�p�� 7oio
Q
� �
0 �
� �
3 Q
Z V
� O
� Z
Q L
� r
�
0 (�,�
� a
o V
w
�
O
Z
� VJ
��J
� / �
f �
O � "I
O W
J �
1�
REVIS10N
OATE 11-30-10
PROJECT MANAGER
DRAwr� BY CVIEIRA
JOB NUMBER
SHEET
A-4
OF SHEETS
RE&R LAP LENGiNS
i SIZE CONCRETE MFSONRY _
BOTTqJ BaRS TOP BaaS All BI�RS .:-` � i
, ,
;�
4 74 1 [<
6 I
6 28 36 � 1/2' DRYWALL i .
7 38 50 42 � _ j ,
B 50 64 a8 ' 2'x4' STUDS O i6' O.C. I' � :% �
9 64 82 ,4
f0 80 101 � I
ii 98' i28 -- � REFER TO E%TERIOR ANCHOR BOLTS �, �.
= ELEV. FOR FlNISH SEE SHEAR SCHEDULE
` z4' PUTE FOR SIIE O SPACING f �,� 1 � 4
6 � �2x6 O 2x6 EN ' � ' -(,
S7U0 WAILS)
6C�iN. N1RE iOGETHER DBL RIM JOIST ��
EN � �
� 2x6 RWD. SILL �
3x6 AS OCCURS TJI 11-7/8�
FlNISH GRADE w� SEE FLOOR FRAMINC A.B. AT HOLDON?J
FOR TYPE k SPAqNG R
� � � NAiURAL GRADEl---.� .-: , ! / 4 REBAR CONT.
���' � .
�e � = 5c �.7 Thau �� . . . � � ' ' - -
m ' , . j
� = Bd /8 THRU ;�9 � .. , � ... �' ... � � _. . ..-_
J = tOd �10 THRU �'�1 . - - I :: �.�i '�
17�
BAR BEND/LAP DETAIL S�A 5 FOOTING DETAIL SCALE 4
TRENCH _ �
FlNISH GRADE
PARAiLEL
1- $TE� FOOTING WI+ERE REOUIR_D 50 �HAT UMIT$ SHONT AR� NCi
ExCEEJEO.
N.T.S.
PIPE SIEEVE
1YPICAL
\
- z ' ' . ..': .. �.�� � :� '� .��.1
? � � � � REINFORCING-SEE S�CiiOM1S � � I
�: � {
, „ .
T.O.f �� � .. _.. . ��.
. . � a �. �:.� •�. ��. . �� � �. ... � . .
' , a�'� 36 `JIAAI. LPP '� 9" MiN. '
. . . � ° z a � TYF � . �
B.O.F _
- --- � � ��'��1� � � � (
/
- . - .... �.. ... :.. .. :.�. � 1
� !-- 2' 41N. —�
"' nDD�T�OVA� BENt EaRS at
THICNENED �OOTING i� MA�CH
PERPENDICULAR TO FTG. size a� scaciNC a ecna� ea�s.
P�RPENDICUTAft:
1- ALL PIPES TO CIFAR SLEEVE B� 1' ALL AROUNO. CAULC W/ PIASTIC
AIATERIAL.
2- IF PIPE I$ IN PIACE PRIOR TO CONC. PG'UR, WRAP W/ 1' GL45S
WOOL. INSUTAi10N IN UEU OF SLFFYE.
3- SiEP f00TING WHER: PiPE IS MORE THAN 2'-6' BELOW B.O.i. OR
PIPE THROUGH FOOTING S �"`�
N.T.S.
�� � �
��=;ii
i�i _,. �
�.,°;ii
�'_ _.i i
REFER TO E7(lERIOR q" '��;i I
ELEV. FOR FlNISH �-�. -�— 1/2" DRYwaLL
u;;;
2 PLATE �'�',���— 2"x4" STUDS � 16" G.C.
�ry; ,II
p;.:�,ll ANCHOR BOLTS
�p'.� SEE SHEAR SCHEDULE FOR
4' CONC. SlAB - I I SIZE O SPAqNG
N - �� ' --- � -- -- --
VI
-' � ' /ll --------------
T�26 GA. G.I. FIASHING (TYP)
��_
� i .-._- /E4 BENT DOWELS
RIM JCIST W� I __ :� t O 24� O.C.
A35EA.6AY �� .. ` I __.' N...'�� .;T:. _...
� ;� 4 REBAR CON .
,- 1
�1 I o-
: I
II' I J I -
- �
�,z•�
8 NEW LANDING @(E) FOOTING S
N.T.S.
�
7/2 GYB BRO.
2"z PLAlE �
(3x AS OCCURS) _
EN
7/2 GYB
�2'z4' S1U05 O i6' O.C.
ANCHOR BOLTS
SEE SHEAR SCHI:DUIE FOR
SIZE O SPAqNG
r�r�o �s ffa
sr�u�wui sa�c
r� m ocmnoa i/�' oRYw�u
QEY. FOR f11R91
Z , % �� 2'R4' S1UD5 0 16' 0.C.
(3M AS OCCURS) ANGHOR BOLiS
SEE 4E�R SOEDUE FOR
4' CONG SUB � 9ff 0 SPhdNC
PoA/ J01ST i� � ' � ����,( ,i , '� - - - � � . . �
� � i ; ; : �: ; ,'
ET1 � ���. — 26 CA. C.I. MSlNC (TTP)
2z OR 3z P.T.
FlNISH CRADE m� � 4x PoM JqST W/ A35 C1P - 0 2�4'�O:�
�Y 4 REBAR CON1�. AT 18' O.C. U.ON
, ' i �i i � � � ' ` PER 9EARWALL SCH � � : �'. ' 4 --
„ REBM CONT
w/ RM JOIST SPUCES.
I ..�� � �.� , -� � _ . . o . - . � � _
, - i I -- —T _ . .
� .ID I . � � . I._ I , . I _� . .. � .. ��
COMPACiED FILL �,. , � _ .. - ' �
� I _ _.
i', i ! 1Y
,�.. -_
FOOTING DETAIL N 3 FOOTING DETAIL
NOTE:
PROVIDE PLAlE WASMERS AT ANCHOR BOLTS, PER C.B.C. 230E.12.8. STEEI PUTE WASHERS SHALL BE A MINIMUM OF
0.229�x3"x3' IN SIZE. iHE HOLE IN 1HE PLAiE WASHER IS PEF2MITTEO TO BE DIAGONALLY SLOTTEO W11H A MAD1H
OF UP TO 3/16' LARGER iHAN 1HE BOLT DIAMElER AND A�.OT LENGTH NOT TO E%CEED 1 3/4', PRONDED A
STANDARD CUT WASHER IS PLACED BETWEEN THE PLAIE AND TME NUT.
7 5,�z� s��
AT RIM Jq5T5
�
4' CONC. SUB W/ 6X6/10%1D
w.w.w. o CpIPACTED 5(YL -
IIEqUN OOM F►19i
1 /4� �� T SLOPE AWAY
FR04
µ a�u� �t ts' o.t.
µ �eut �r �swc
12' EIIPANSION �� �. . � ��
FELT JOUIT W/ o , �,, -
01
1/2' SE�LANT ON '�. i �-
� a� PER PLAN � _ � .
� '
4' CONC. ,� �
WIIKWAY � . . , .. . M
BRWY FlM91 .. . �ry� �
i ; i .
I I I i
T�� �
TYP. CONC. STEPS DETAIL
I I I I
� cE���.� I I �
I � � �
I �------- � 1
� � r -------� � �
I I I � — _ _ — — — — — � I
— _ _ _ �
I I — I I �
� I� I I I I
i i - - i i i
�L--�-----� � — � �------ �
r - 1 —�— T -- — — -- —
� � � � � � � � I I � � �
� I I I I I
� I
� I I I
( I I I I I I I � I I I I I I I I � .
I I I I I I �
EX�S .
� I I I I I I I I I I I �� REM F � I I I I � I
� I I I I � I
I I �
� I I I I I I I I I I I I
� I f I I I
I I I ( I � I I
I I I I 1 I I I � I I
� 2-�5 BAR 12'LONG DOWEL AT FOOTING � � I I
i I ( EXPDXYED INTO EXIST W/ 6' MIN. EMBEDMENT
(TYPICAL AT 4 LOCATIONS)
I I � � I
i i i i i i ,�'°� i i e i e0 i i i � i � i
� , �
�� �� ��_�1�._��_L_i_
o c-
1 o�
1 �p- —
� � �'g
a
( a� —
' U'�
�ar\—
l� \�
I I !�
I
. , f ` . .� ew` . . - ' .. . . _ - , . �
a� � t : Y Y I { 'e � � i _I� -_ ^ ^• ' � - ` . ' `� fJW m_ _ -_
` } f 4. . � /,
� �� 't ! .�.t� ��4 , _ ,
w n
i ,� ��yd-.,; ,r,� :r.•;`w: [�_ /— 1/
:r
��,r � i V; i _.. . ., . - - - e � . - . • '
,f �: �
���� F�i i� 4 S,oF i•� J�
, -�
�
� � , . .,. . i .
���I���
. :� e
_ �' Q
. . , � �d �
••1 � �17•. • r1 ♦
�.
,
�
� ��
�
�����l���������
°. „ _ ., , . , . �
h
UNDER FLOOR VENTILATION CALCS PER CBC SEC. 2306.7:
1 S.F. OPENING / 150 S.F. OF UNDER F100R SPACE.
196 S.F.(1 S.F./150 S.F.)�1.J S.F.; INC. BY 15S � 1.5 S.F.;
USE MtN. OF (2) 9'z18" UNDER fL00R VENTS
08 PRONDE S/8'Ix10'L 1HREAD R00 EPOlOED Mi0 E%IS71NC FOOTING IN7H SMAPSON SET EPO7(Y W/ MIN. OF
6' EMBEDMENT TO REPLACE SS1876 A.B. OR 5/8'f A.B.
4-/
FOUNDATION / FLOOR FRAMING PLAN
�e�ra
�C����
cn i�TM sve[r, uaasro, u ssss.
(MOfl/� ENQNFfRNG �NLDINC)
iFl�. (203) 6J1-5110 ' fAK�.(1(IS) 516-215�
e-mal �. cv;eiaONi�e.net
OWNERSHIP OF DOCUMENTS
rnh a«��� a�n u. aa, aoa a.a�.
:�ca�oc,a�.e Ha.n. c. a� �n+w�.wn c�
c�sv�a� o«„�� � m waae�r oi
Mrn. ocva rnav
6�S iTN Anw
YoAwb G YSP
(Mi) 1]i-Ni0 / �y (3fMJ 5 6 i]S
arA a rol b De uwC - .d d
t� n� o��. ane. woj<ci �mo�. ..n�e�
aV O topyrpM 1010
1
J
Q
�
�
�
�
�
�
�
�
Q
_
Q
� �
W Z
� �
O �
�
Q
� �
0 �
� �
� �
� Q
Z V
r O
� Z
Q �
L �
0 W
� a
� �
�� � U
Z
Z�
� �
L.L ( I�
`�
ZZ� C �
� � 1
� � W
� � �
Z�
� �
O O
LL J
�
REVISICN
DntE 11-30-10
PROJECT MANAGER
DRAwN BY CVfEIRA
JOB NU�ABER
SHEET
A-5
OF SHEETS
�IPE TRENCH BELOW' �
THESE U4ES
pARALLE TU FTG.
� � r � . � . . .. ... .... -,
� � t �. � �� � t t� z ! t ( ,' . �.... .. - C �� +�l 1 : � �� s. .. . ...
1
1ii .5�. 1 N��
� S, `£ 3 � � �'�" "�- � f �- -
E��� �+�� � `^i+, � !
f������� : . _
( d...'3 ...:.. �� �
COA�FOSI710N ROOFINC
30 Ib FELT
OSB/P�YWOOD SHEATHINC
PRE-MANUFACTURED TRUSS 12
4�
2"z6" BLOCK�NG (PROVIDE V£Ni)
W/ A35 � 24" O.C. EN
�� �
FLASHING I
FASCiA (RAIN �UTTER
WHERE REQ'D EY OWNER) ' INSULATION R-38
��
� INSUlATION R-13
SEE ELEVATIONS FOR FINISH
SEE FLOOR PLAN fOR SHEAR WALL
5 EAVE DETAIL S �"`� 4
�/ �_ S*RUSS � 24" O.C.
SEE PLAN
H� a�P rnuss ro eEAM
9MPSON A35 CLIP � 24" O.C,
BLOCK TO BEAM
BEAM - SEE PLAN FOR SIZE
C:
TRUSS ON BEAM "'""
N.T.S.
4' MIN. LAP
MSTA}6 STRAP
(U.O.N.)
2-2x TOP PLATES-�
� '
� � � ;�
� � � �
N N I�N
zx sruos
� 16" O.C.
STUD UNDER
SPUCE
DOUBLE TOP PLATE SPLICE N.T.S.
2% NAILER W/
16d 6 6' O.C.
2R4 RIDGE BLK'G � 1.B RiDCE BRD.� 2v6 CA. FFAMG' 9 24' O.C. -, EN
3
7
.__. .� \` i
v
i
i
i
(Ej ROOF SHEATMINC ��`� i �
���� � - s. e�K'c
�
i
i
� �
� �
��¢ i � (E) 7RU55 0 2�' O.C.
EN � �
� / (E) INSULAi1pN TO REMAIN
i
' L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _'
, ��� (`�i.�: (l(�'r(
_
^.
rl j �� l C`Stis r i ��C�'._`�iL,�JJ
.. L --------------------
--------------------�
1fid 06' O.C.
INSIAAT10N R-38
2r BLOCN BETNfEN NEYI BEAM-SEE PLAN
1RUSSES
I I
��
NEW / EXIST ROOF CONN.
2
1
�__--___-______-_-_� �_______________
�
� � ----------- � � � � � �
� �� � t � — — - 1 � -� — — — — -�
\\ �/ �� � � �� \\ �� /� I� �
� I� \ / �I � � �I � II / �� �
I�� \\ /� �� I I �� \ � � � Ax � I / I
I I I \\ // I I I I I I I I` /// �
� �I � � I� � � II II \/
� �I � i �� I I �� �� Y I
I Y I I I� I I
I � �' I I��� G-'_� —�_� C-- I
�-- � �i � �� �I
� �� � �� � I I � I
-+ -- - � I I �
� �� � *'_i2� � I ! i � !
��-- --- - �-- � � � � '! ( I I �
I � ) -- --- ---- I � I I � � �( �
I I I (E) TRU�SES O 24' O.C. I I I I � I I
t� I -- - - -�— ... _-- --- - - _- I � -- I I � I
I� -----�� I �� I � I
— � I I
r - -- -- I -- - �— i -- � —;—�— i —�— ---� � � — �i �
�—.. I _ � �
�__ - _ . — _ _____ +____ __ — — _ —
- - - -� - T - � -�-/ , ; - -- - �---- �-- --�-� � r � - � � - - _� _ _ - - - - -� � I
� � � ' � '�� ' ' � ,� � � , � � I � I
� ; � �
�--- ! ' � �� � � � I I
I �-- - -- �, , � ' � � � � � 1 ; ! ,i , � � ! � � � �
� � I I
� ; � � � � �; ,
I
f--� -_ _- _ _ ( I �r j� _ � �, � ! ' �I ' �� �I� I � �
---�—�- I II I '—�--,-� I I �� II � /�
�--��- ----�, � � y�'� � ! � ' ;� i ; � I ; � � I I � I
I--- �'�� ' �, ; � � �' � ' I � - � � � � �� �\ I �
� / I , ' , I � i i� I I / � � I
� i II � � I
I —�i i I\ � �, � '�� I i �i� � ! ; '� �� /� � � �� �
t � \'�!� ' � i ��'� i � i� ��/ �'�_ \� ��� �j �
� - - ---- � � � '� I I ' i LI ' =� � - - - - - � � I I
� i. � i� ! �, ,; �- --- � �I_-----��--�� I
� --- �� ��- , �-y-�---, -- -,- - ---------� � ----- �----�
I ; , ' ' , ! � �i �I
I � i, � , � _
I -
,
� , �
�
I � — --, JL J �
� � �
,
� +�n � � � � � �� G-- �� --- c �' I
o � - --- - i � / i � I I o i I i i i� �
� � �i i �/ �'� , ! �' � ;�' , ; i �) �� �� � � �
g - - �) � � i Y � i N I � ; � l ;
W I -- � �/ � I) I I � i I I �� �— � I � �\ � I
� I
I �
a�i a ii I a� � � i i I � i � I I I I \ I I
<S �
� = --- � �� i i i v � �' � �� �_--�� \� �� I
�$ I � i � I � , I I �� � � � �t �
� w � I � I � 4x6 R�f1FR5 0�24' QC. I I I L �
N Z I � _ I I � I ' I I I I t �! �� I I I I �\ I i (
� 4x4 I N � Nrf OF/1 �AII i2 4x10 DF I 4x4�OFl2 ,� J � I
� � � � - - - - - � - -- -- — -- — - — - - - - --- -- — - -- --- (
4x4 DF/2 i . _ . . . \I
—�—�------- ------y
- ----------------
�; _ _ _ __--__ - New eEn►i p
a 5 1/8'x9� GLB 24F-V4
o �p m �{t� oF�2 NOTE;
m - ---
��� � ,� � PRE-MANUF. TRUSSES O 24' O.C. (Tl'P.) 1-PROVIDE MINIMUM OF 4x4 D.F.,y1 AT ALL GLUE LAM BEAM SUPPORT
4x10 DF/2 ,� _$ 2-ALL H_ADER (HDR) SHALL BE 4z8 D.F.y2 U.O.N.
HEADER � Y �- 4z10 DF/2 HEADER
3-ROOFING MAiERIAL COMP. SHINGIES
I � ' PRONDE AT71C ACCESS
-- T - - -�- __
, � I ' _
_ I I
a 4i� OF/!
- --' Y ' -- - _
� � 1 � � �
4-PROVIOE BAFFLES TO PREVENT INSULATION
FROM BLOCKINC ANY EA'JE �ENTS
5-ATTIC VENT1LATi0N:
ATTIC VENlILAT10N AT ADDITION
'96 S.F./150= 1.3 S.f. - PR0�1DE 4- 20"z3" EAV� VENT
6- a. ALL DIAPHRACM AND SHEAR WALL NA'LING SHA�I, UTILIZE �COMMON� NAILS WtiH
NLi HEADS UNtE55 OTHERWtSE APPRO�£D. C8C 230b.2
b. FASTENERS IN PRESERVATIVE-TREATED N'OOD (i.e. ANCHOR BOLiS, NAILS, SCRENS, ETC.)
SHALL BE APPROVED S�UCON BRONZE OR COPPER, STAINLESS STEEL. OR HOT-OIPPEO
ZINC-COATED STEEL C8C 2304.9.5
7-SEE DETAIL 2/A-6 FOR DBL TOP PIATE SPUCE.
8-CONTRACTOR SHALL VERIFY W FlEID EXACT ROOF S�OPE PRIOR TO TRUSS MANUFATURING
TO MATCH EXISTING ROOF
/
\ �
ROOF FRAMING PLAN
�e�ra
C�ICI
•
PLANNING DESI(711NG CONSllUPIG
615 177M SiPFEi. YOOESiO. CA 95551
(YOR�L QqKERY/G BULANL)
hi�. (ms) c�i • ��x�msl sn
e-mn��, : cvieiro0elite.net
OWNERSHiP OF DOCUMENiS
'n�a a«w��. aw m. m, ,�a a:y�.
+K«ooro�w �. o. a� �.vw�s�t er
Comlrucl�on pxumanll �� tM popMr d
NEIIIA OE9b1 OIWv
� iJM 4n�
(wa) ^Q,-s. i ru (Z�ooj sia-a�
aM t lo Ee rwC. i ��oN or in
wrt io. �r wn., ao�.n .nrow .�tt.�
mo�aauo�.
O Gapyn9M 1010
Z
�
a
_
0
J }
� Q
�
c Q T
� � �
atS ? Q
2 � �
� Z
� � G �
Z � � W
� � o �
O � .- U
z
J
�
� �
Z�J
� � �
� � W
� �
�
O
O
�
No. REVISIOti DATE
r � �
� ��;
� r _:L. .
onrE 11
PROJECT A4ANAGER
DRAwid 8Y CVIEIRA
JOB NUMBER
SHEET
A-6
OF SHEETS