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R-2010-26b OFFICE OF COMMUNITY DEVELOPMENT ,. . CITY HALL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 � V�� R'�' �� Q (408) 777-3308 • FAX (408) 777-3333 • elanninq a�cupertino.org December 10, 2010 john Gillette 1758 Junction Avenue, Suite D San Jose, CA 95112 SUBJECT: RESIDENTIAL DESIGN REVIEW ACTION LETTER-Application R-2010-26 and MINOR RESIDENTIAL PERMIT ACTION LETTER-Application RM-2010-26 This letter confirms the decision of the Director of Community Development, given on December 10, 2010 approving the Residential Design Review for 220 sq. ft. first story and 756 sq. ft. second story addition; and a Minor Residential Permit for second story rear and side-facing deck, located at 10131 Phar Lap Drive, with the following conditions: 1. APPROVED PROTECT This approval is based on a plan set entitled, "Second Story and First Story Additions, 10131 Phar Lap Dr., Cupertino, Ca. 95014" consisting of seven sheets, dated May 10, 2010, except as may be amended by conditions in this resolution. 2. GEOTECHNICAL REVIEW The project shall incorporate the following conditions of approval from Cotton, Shires and Associates peer review. a. Structural Engineering Evaluation The applican�s structural engineer shall inspect and verify that the existing foundation beneath the proposed 2nd story addition is in satisfactory condition and suitable for supporting the new building loads. The structural engineer shall verify that the new foundation elements will be compatible with the existing foundation system, minimizing the potential for differential settlement. Criteria for structurally connecting new foundation elements with the existing foundation shall also be provided. The applicant's structural engineer shall certify the above in a letter to the City prior to issuance of building permit. b. Plan Review The applicant's geotechnical consultant shall review and approve all geotechnical aspects of the project plans (i.e. site preparation and grading, site drainage improvements and design parameters for foundations) to ensure that their 1 recommendations have been properly incorporated. The results of the Structural Engineering evaluation and Geotechnical Plan Review shall be summarized by the respective consultant in a letter and submitted to the City Staff for approval prior to issuance of building permits. c. Construction Inspection During construction, the applicant's geotechnical consultant shall inspect, test (as needed) and approve all geo-technical aspects of the projects of the project construction. The inspections shall include, but not necessarily limited to: site preparation and grading, site surface and subsurface drainage improvements and excavations for foundations and retaining walls prior to the placement of steel and concrete. The results of these inspections and the as-built conditions of the project shall be described by the applicant's geo-technical consultant in a letter and submitted to the City Engineer for review and approval prior to final occupancy. 3. RELOCATION OF EXISTING SHED STRUCTURE Prior to final occupancy, the existing structures along the north property line shall be removed or relocated to a m;n;mum of 3' from the north side property line. 4. CITY ARBORIST REVIEW Prior to issuance of building permits, a$500 deposit shall be provided for the City arborist ta review potential impacts of the construction to the existing protected trees and recommend tree protection measures during construction. The City arborist shall assess the health of the trees prior to final occupancy. 5. 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. 6. 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. 7. 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. 2 8. 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 within one year, it shall expire on December 10, 2011. 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 date of the decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, pa a Ankola Planning Division City of Cupertino Tel: (408) 777-3319 Email: Aparnaa@cupertino.or� Enclosures: 1. Geotechnical Review by Cotton Shires and Associates Inc. dated 12/08/2010 2. Approved Plan Set CC: Raghuram Thiagarajan & Archana Rao,10131 Phar Lap Drive, Cupertino, CA 95014 3 GENERAL ZNFORr� _OA 1. Written dimensions shall supersede scaled dimensions. � Final vorkinq dimenaiona ehall be determined from . actual eonditiona and materials. Larger scale details shall take precedence over smallez scale details. 2. All construction shall conform to the 2007 California � Buildinq Code (C.B.C.), the current National Electrieal Code (N.E.C.), Un1[orm Hechanical Code (U.H.C.), Uniform PLambinq Code (U.P.C.), and city/county ordinances. 3. Structural, civil, and soils enqineer's specifications shall take precedence over architectural notes. . 4- 'fhe building contractor is responsible !or verifyinq all condltions and disensions prior to starting con- struction; and shall notity the designer ot any discrepancies. . _'� N GENERAL NOTES �� �_1- Every dvalling unit shail be provided vith a amoke � deCecter vired vith a battery bacK up - IlOV, aC/DC - and shall be oT�Bpproved pzoducts with combustion de- tection other than heat activated. � .� .. . � - 2. Tempered safety glaea ia required at all sliding glasa :� doora, glaes less tha❑ 18" from the floor, shower and . tub enclosures, and at any hazardoua location for . glazing sub�ect Co human Smpact. . .. I 4 3. All qlazing material shall contorm to Title 16, Chapter - Z�� II, part 1201 0! the Safety Standards ot Architectural Glazinq Materals established by the U.S. Consumer Satety Commission,�� �. � �.- � � � . . ._ .. .. _ ....__ _. .. - . _ _._� _ . . ._l _ N _ 14-�.- t1-10 - L71'� � `-` FLR� � � / �i :' � i'' % ii �. ' \. � _ ji� %� /�/,/� ti i��; 2T°fCC►��c \� 1� r�oort j// �� �� �/�%' . �,� ;r,cmi ioN, . ,� �AOn�na.rt \ - � i; , �; � ;,, i i � ' ` , � � , \ �, � / i i ���� � \\. \ � %/ �� /// .�/ . �.�/ j.��% � . /'. / /'�i % /.' / ///// i i/;i � ' /�/// i j�/: �, : ii!/ ; / �i � i / // � i' �!i, j i � / /' . / i / i , /� � TO�ITION i iii % � � /i /i jj/ j TSG � �� � �//�"// W � w �-'',� %/ �i //i � ��:; "%��'�� � / �; 'k __ ❑ �-%%//i%i �i,%i� iii/�ii.� %%,� � �/-% r � G!�' (0� 2 � � - �( WP� Nt. � � __ _ ��t�7r�1G ��N��r .� �� � �Y - o� � S�v�Y / fzl'ySl��ih1GE IL � 4. Tub and shower enclosures S piastic materals shall be ' �� � _ „ - . a roved shattez =� - � PP proof materal. � PJ7�1.'(IDt3:��- --��- e �_ 9 5. Provide a O '�`��'}` EX[Sj1�G�EX'fGRIORWr.GL , pproved xeatherproof flashing at all openings -- � I I . in exterior walls such as doors, vindoxs, skylights, . � . vents, pipes, ducts, eec.. Mstal tlashLnq shall be 26 � - �\�,' I � ' �, �:� � � �:�: � `N � CA. G.I., unlens otherviae noted. '- ���-- - � - � � = -a9�- - '. 6. All weather expoaed surfaces ahall have a veather resist- . _�� �` �r�'�irtoa�.iv N ive bazrier to protect the interior vall or ceillnq N ��- ' � . coverinq. . - _� A1ZGA:lcGMO_YGO : 9 � -� _ZL!`-: � 7. During constzuction, new/existing strvetures ehall be � . protected and/or supported by bracing and ehoring vhere � -$�� excesnive loading p�ay occuz. � ' , ' . _ - �17�1P.G1fl�D= .AD'DIT(ON.. P4RI� _ -- - . : _. a - I r.o 8. Verify type and aize ot metai vork against aetuai member ]7LP31 pNAKI:PP DfZ, UIPERTfiaO :_ _. _ - _ _ size betote orderinq hardvare. � - � ��� � - , , ' �`. .F1:ODR P�PFLT-fQN ....:: ZZD ¢_ 9. Sheet metal to be 26 GA.G.I. U.O.N. ZdP_��,pOIC'F.'>P.PIj101�.�. Z4G�- �-_-� N /� 10. All lath and plaster shall conform to 2007 C.B.C. � 'KdIhL [��l�f�lC�£A 97G��. ����� � -- �- - �-- -- -- � � .._:: - _._ _.. �. Exterior lath and plaster (stucco) shall be applied 7/8^ ___ .._. .... _� _.__.. �. thick min. in no less than 3 coats over vire mesh lath ----- � �� _ over 15# felt paper vith veep screede (typ. U.O.N.) �_��� ���(�� �..��bc�� N'� N �IMI CG)Cb) G� '( I�K, S�G. 19. Zt�'. �100 1�. A�� vater c�osets (tollets ana biaets) eha�1 have �S^m1n. - -��Q'q , 0�'(N� Z� S'�o2Y W�°'��L �k�G�H'f MU�'f f5� I�i��,'(NP�N.51X . clear tloor space lrom center ot v.c. to any wall or � � � �� � verGical surface at either side. � � �� ,- - '(D'(P�l� �J�I.I� P�.i�.IM�'(�f�.Li': NG�'f N LS 21 t 3G -r 21 -r 3G -- � 12. All doors and vindovs to the outside or unconditioned .�.1� �! ���i_���TN..�W4^w I��L��iir�� 47 5 ��N �i �5 I Wtd`LV H��LI�� �� areas shall be veather-stripped. All manufactured pzo- �(- / � i � IJ �' ducts shall be approved by the Aioerican National SEand- �T� �. ��Q��L �G�� I`7 Z I'Y 7� = S� 1 � 5 ��� � �i �' �Q �o Ur ., ards Institute. l ,�' _()'��,�+� � 5�� �XT�rCio2 �L�vA.TIO�IS'(v v��i�Y �(I-I�.T � 13. All habitable rooms to meet light and ventilation req. �Zppr. b✓�fLI��P �-t170�F��v'( tC�QUIIZ�MI'r�N'�S ��Z� M�'f �� (U.B.C.) excluding closets, halls, storage or utility rooms. -....-. . . . � 14. Sleeping rooms must conform to the Emergeney Egreas � : Reqvirements,. � . � �� � 15. Every sleeping room or guest, room must have at least one ' , -. door to outside or openable�aindox Lo meet egress req.. . 16. Max. finished vindow sill height to be 44• from floor. �, -Min. net clear openinq vidth to be 20". Net clear ��. openinq height to be min.24". Min. 5.7 sq.ft. opening required for at least one vindov at bedrooms. C.B.C. 1026.2 �: 17. operable ekylites to be IO�min. fron vent termination at . zoot per 506 6 906(f) D.M.C. � 18. Provide Eurnace and vater heatez vith seismic anchor strap. � 19. Seoke detectors to be instailed per C.B.C. 1210. / ` - �� h, �e �' � .�. 20. All acceaa doors between conditioned and unconditioned ��� ►'� Y ���� r l�Y _ N- apace to be veather stripped. ' ' 1` :� t • _ .. . . � - •. .�.w- '.s- 21. Provide croas ventilation at vaulted ceiling per U.B.C. •,� �►,��� �,��� y �� ~_ 3zo5���. rtf �� , f��' /�'r�7-- ,�f� __ q 4a=„p•_ „ a i ( � � b �C�i"✓ . a1C . . !i_i�` � . PLUMB ING NOTES � pr � � , +Q � 'i r�i / ! � D � � _ _ . , ' �V ] rc �-y� �� _ - _��� � ...�� _ . 1. All plumbing installation shall conform to the Uniform t� � - Pluobinq Code and city ordinances currently in use. � ra��- " a j� � 2. A 4" cleanout to grade shail 6e installed aithin the �� �f ����(tiM�� � �- -A first 4 1'eet trom the property line vhere the late:al ��° �- enters the propecty and shzll be housed in a concrete �pT�� j�' Y �;r' : box vith�removable cover. �� 3. Regulators are required for pressure in excess of 80 lbs.. � 4. Water heaters locaCed vithin the building shall have a �. drain [rom pressure zelief valve teru�inated at the ex- - terior of the building. � � S. Water close!s shall be equiped vith water reservoirs � that limit the water used to not more than 1-1/2 qal. . �. per flush. Exception : long sever laterals or other con- �, �'��. ditions �hat vould impait the proper removal of vaste '� � need not comply. . � 6. fcrnace and vater heaters in garages shall have ignition - . . � 18" above Eloor and protection from vehicle impact. SY1'ID OLS .. 7. All mechanical devices shall be installed as per U.M.C.. . ._._.. � - -� and city ordlnances currently in use.. � ' B. Pzovida eeiamic etrapping Poc vater hlaCGIS- �� � SECTZON Cvr . �_�� �, 9. Toilet drains over living, dining, and family rooms to Z PeTAIL MtMHER � ��be east iron for sound insulation. �� SNE$T NWRLt . 10. Provide 6^ min. clearance on combusrion air side of O . � 2NTLRSOt ELEVA?ION � furnace epace, and 30" min. working space in Pront of all heating contzols. � � �} �.{�8, � HOSL 8IE! . � 11. Gas pipes shall not be embedded in or under slabs � � DII�MLSER�� vithin building or pass under a foundation. � . 12. Provide 12"x12" min. access to tub shut offs. 0, FAM. . . � � � ODPI.�1f OV1'LET . 13. Provide 24"x18" min. access to crarrl space within 20', . of all plumbing clean-outs. � DUPLEX OU�'LM M/ }ULP SitI7CH6L � 14. Shover heads shall be designed to allow £lov of not more ��:J,P(,�� �R�ggPROOF DUPLEX 011TLET � �- than 4 gai. per minute. � � � �� �/ 220 YOLT OUTLYT 15. Faucet aerators ahall be designed to inject air into - � the vater flow to reduce usage to 3-1/2 gal. pe[ minute. �(�FI GROVND�FAOLT IH'FptRVPT � ir6CiA4 OVSLLT Q FL008 ODTLtY' , LICHT FIY?URB MALL yOtl11TED LIGHT FIXISIRL � RBCLESED LI6MT FIXTOR6 � PENDANT LIONT FIX1'VBL -{(}� DI1RfER SMITCB -{JS- LICN1' �SMITGH � -�f}-� 'f�0 MAL LICIM' Sx2TCd - � 1H sxawrosrAr -�N TELEYISION 00'lLCT � �{ lNONE JIiC[ --0- P, 6. @�! Ll.CGT. 0' �.h5 -�- LI.S � � S.D. O D.�, � I� � e piR tQTTOM LOY VOLTAQL . - ELLCTlICAL PANEL BC� � GAS NETER i OItE COCR , DI!(EliSION T'O F.O.S. � }}ZMEN5ZON �TO CIMTER L21(E 110 •, AC/DC SMORi DL?ECtOR � now►rsrotlT SQUARE F£LT. . � - pLA7i LINL 0! lROPElIt7 LIN! pOOpD OR MVI{BEf . sxua NALL LOC�TION _ ------__ _____^______._...�----- RESIDENTIAL PROJECT COVER SHEET Assessor's Parcel Numba: �J Z�i ' 3�� O�� Nazne of owner. A Y L� u h A R 6e o Project address. I � � 3 I P h G r 1�� G u pei�h o GA. 9 Sa � 4 Contactpusoa ffiYG� av� q�AO phone. 40�" � C� ? i' - 9 G / ZZ F�. Net square footage of lot. ��� 2 � �� - Ezist�in Pr000sed u��i Square footage: Firs[ floor: 1. �J �. O`r' 2 Q O Second floor. 7 5 G Gazage: L $ L O TOTAL: � � ?i 7� `1 7 � Are there at least two 10 foot by 20 foot clesr spaas inside the garage? Y ON ; Is privacy protection planting required for Iho projxt? Y N (�� ��� I � I � F No GNa�G� Build it Grecn Total Points � On what floor(s) is work being donc? � S � '7 ZND ��R M Brief description of work. O o v�n q�.d )'�"� 0 N f � f� o° ✓'• .+f I l N e W'L N9 0 ): o ut .. Codc cditions: 2007 CBC (Y - N)2007 CFC (Y - N)2007 CMC (Y- N) 2007 CPC (Y -1�2007 NEC (Y - N) Effecdve 1/1/08 L W , , �? s _ �,( ��� i$ '9iA , �_ = PKOPF�IZTY _ - � Ll�l� �" , DGADAIZ , � � � i �, ; : I -��'' Z � .�t'�� 17.g, - 2 "1 �E� � I ��, o .�_ . f E) �i, e; ; _��, G � (d> 5,�, �� StiOR, �� �. A` N � N _ � r! D E X'('O D►ZAaJ I t� G 5 _t�d, 1�NFE'f 17ESG�1I' _ � �iT� p1.�N , G�rl �� NoT�s � _ �LA2K.. �I.P�NS � �XTGRJ O R G(:�VD�T I O t� 5 �. _. ..._ �1��� VL.�V� . . ... 5 EI.EG'(�IGAL I°��I�S ��.) �00 L \ � ' Z ` . i' y .. � i G � /� c� \ I t_./ � '- / M •/ � (OO � � OIH+. � - l `� � �� � , SYGAMOfzE ^ � ��/ � \ ! � �". r � , ` ` �` . l' � i�� `� � �I ZP 2�, I 4 �° � � v� �� , N � n ` ��" ?�. � 4�f � v ( �; �... �. ic ' IB��DIA. � - � QLfl61Z- ---- ` - i , ��Gp��cVr�rJ , i� � SF{�V _ CE) \ {E� , ;� , a�� :; ,"si+� � ' -z �'9 STOr�Y - - - ,�avF N °4 ��viriarl I M v . , ,. 33�_ / �� -(C) 1-�O�SE � I � � N � /- `� � -" N � CE) � '� �21V�� N W Gll R3 . -- -. ��.- ��� . � P0�1� i'� �� S.p �--� t C�+) 3PY W� � vvW 5 a � ` c' � ��, ' _ v '/,^ M � j �-'�- C�724 r�ox i �, � � =--Tr��_. '� i � 6 �1.94' - �'LA R __ fO13I �NG�RLAP D�IV� SI�E 1°l.�l� �.�,�1, �Z�-��-0�9 �i4�r�� o�� � FoUrID�•Tlo�! P�a�l __ _ Z�r�Ir1G Ri -7.5 7 Fo Ur11?�� { Q:tJ �D��PI I.S _ �O'f SI Z.E _ _ 17 209 � S Fr����i N�. P�A r�s GX�S'f 1�� ri.00i� P�r�p. , 9 SE�1 �o r�s _ l0 DE?�1.1.5,. -}-IOU�G 1,9�0 i I _ Ex�sTirtG Fl,00r� �I,Ar1 � G,�r�� 420 �2 ExIS1�r�G,Gx'f,�l.GV/�Tlo�s 'fo'C�1.r�?�IS'f�►�G� 2,3�8 � I3 TiT�E ?A E�►cr�Y Fo�MS , A��` o� P�V�1Tiarl 1 , �GvE� 220 _ _ _ -�*!v I,r: VEL 75G 'foT,�l. �I � W P�R�P 97 G , SITE WORK ��I2L� 2�M0�/GD (L,P�fZ�.l�� ) ZG ` _ _ -------- 'I"bTPI._� FI.oOR ��FP 2 i'�3o � O 1. Remove ozganic material and top soil from areaa under ���IL�DII�IG GoVr�r2AGG Z,� O C- building and paved areas. . I � G �� I, �� L A q � 2. Fill material to be a free-draining granular material. . � �o� v� I� �vo✓�Y�Cn�i � Z� ��Z /��,ZV J� .-� ��5-/0 � Place fill in lifts not to exceed 8° and compact to 95% � ��DO� �I\FP fv`T�O ^ `1��7%0��� !N /' � J�o stnndazd AASHO under paved areas and flooz slabs. � .. 2WP L��/./ f 5T �F�V, = 75�/2,582 = 29qo 3. Select fill material under slabs to be 4^ layer 3/4"+ l, . A,6 �} crushed rock or coarae sand. �p..��'�.�y�ivr�/�j�!/.. �. ��s�(� � I� �. .. � 4. 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C REVISIONS BY N � O � � u> � � 0 � E- �. --_..__ � d � � � V d - 11t' . i i� ,':�', Q � _ �� , !�� ', ,� �� �i � � � �' � ; i � ; :� ( Fi�ii� o.c. 2 Ml+'� ' 10 s�. o►..� �rz� � �o sn..i � a l3 � .. 2rt�1 ��G �zx.4 �(U� WP�U. ',, :''-'q" �.`YW� SUf�FI.(Z . lL. d @ �o`�O,G. �, � �, �, ' ' ' ' • 'Z,� i O f�l.��_ � 4 O:G: Nta�,ic . _ �x I 0 FI. .lST � ' . � �qr� JST� : pa�U� 'fo u a�U- _ i r � r �� � /� �. .lG" O, G.� `f P, I��/d S.I M P A3 S� I lo � l,S fo "�.-iZ." D�G� . r.��r � �+* �!'f t. ,�. � _..�. ,:. �� @ ' �. �. ,. .,...-- .. I I ��O,G. E. 1.1�P'}'• @ IG O,G. �v.�'i� SlW � `V ' � '" � pt }� '� � � � K S t'�LKG (02 GOrIT , i� . �.;� � i i �. i. °� �'• ^ �� �' � �!J �� 2� �. �.�T� _ , . @ PP�rrhw�l. Gu�.'G, . ' - __� _<.�.:.�..�-...�:.... .� -. �' / l� _ �, ��►� J�TS :�IOIS?S ) W/S�M P, ,j ''��i�r�Y'� a ��� � . : ,- G, N, � . ` S1P ?A ON 60'�H i #��_`�--�- C• ��`: �� 2,� 4 rt� . � . �roE�,s���r-„r�L� � �i �1��t,��'; _ _ _ _ .,.�, ,. -,- � C� �2�OG, MAX. ; g ... E_X. Zfq STU� bJ� I �i t� t '� `'�;' 4^ ' ~ LTP 9. � IG"O,G. .,�, �. �. -( tJAil, c 12'�OG _�;�. FLh�sN�G.. .': / " �,rv�E , 1 ,-� I G d o� ,� � --_ 13o'(�i S�OGS , �?I�G, i S N EP�K '(�ANS F�� �E'�i�! l� ; �: �, �-as N'� ui�"r�rc Ft �r��r�Tds���s � �� � ���O ?�fP. (�I)2"- FI.�"�o C�) i.�PI.L �� Cf��:..fZIDG� � ' -- _(�) ROO F `� -�- .N � � � _.. � _ .. ct�l) (L(DU� f3M G,�,FIrA:S}-1G � � ti`O:G.�_ � �i. -_._ � �i �} PL'(W� StJf�Fl�2 � i Ir?d @?6 DG, , . , �' C��TT1G-_ -----. . lo ` 2xTD:r�L'I<"LC� 32:6;z,_ _:::�..c��--_ i _.. � o k! St D. 5 � _.._. . � � .. _. .._- - � ( [ � 4,_ , . • : ' � ,;, . � �- P, A' S 5@ l G" O, G, ' r � ,1� v.,,,� � 2x Io �LK 't5 � � L�70� I�"O.G, For��s.W•� _ _._ _ Ca I G" O, G, '�, � �,�. /�T' . ? p9 e I � D,G, , , � �- _ ` �.._ - -..\ �--�--r�- �.II �'Q1�GN . . Qr�� 2� 4�TE 4 x 8 g�� .�or� �a�r,. __ _ i e ��U.w: G.�STS) _ � ro�G� � EX, GFtL� JS"fs -- - bJ/StMP. (.STO.2q Oh� ��; ; I � '- Q.��I S�D�S�STPrGG�K�1 1= ' ; �X• �bl. 2�4 �E. , � � 3g"o,G. Max. ; _ - � _- _ .. ' L? P �1: C> 1 G" O,G. . ! _ �_. � _ ... 5W PCK r'l��t� .F�X. S'CU� WALI. ' � / � � ;='y �.: �t ----- r - • --- - - „ ._.__. _.. _ __..._._� , i 4�1�-LG � ; ; � -_.:._ . _ ..- --�--� ', k C�) s�.v rL►z , :i��� . I�O.F G� tJs'(fLI�G'(14'}� % . . _ . __ _ • �� :: 9 a Y:� ��GV M P . S N l t�L� LC�S �,7 l..P.�:� �i IM l� _� . i . e . i _ . .. :. �1�1G.. Of�_�1Jf�1:., U4�.:. ..7g� �'3�7 __ or z: ��r� r�� 3v* ��+� , ai�2'' a,Pa, r���v _ _ ��z- Pt<YW.P., ��P, s , �;���t� e �",o �, �nu� :: :_� LZ"O.G� �Irz.L� 4l Zb8 17�:�'Z .C��"(�S . .. .. . . _ � �-:2�-N._e,�, i�r. _ . � , _ .. _ �o .. ��=; :%'"� ��x �� --._._. :�- i �� 3 j.Z'� Ho�� v��r�'fy R��:3� _ � [-�C��rz G� N,'f� P. P LT- G¢�fs %!� ,1Zlz1p . �117L� �. f�Nt _ �-a k�: ia�,s u �, u i < . .:-�- �U'f��rz _�/_ G��V. �.6.1Z..Spt�G.(�.D/ , ;. . '=i �� G�FI:P1' . _ . FhL.S. R�M s = I � �p�NIIJ f.tl�!a � �'.�Y �i�, . - =iY ___._.._-. : 3�°,r � G. PL�! �,FI:[� oi Z,� iv JSTs � ^ .." _i I `� KG "2 '� �%`G�P'6o j ; GrJ.:-�-�G`� o G , - �..t� � . _I � � _ ,°�i F�M f �Y �M, � � __ � � � . , � !� . , ., t ' ' .. Chl) �'''�"T �,�; C't.Ys �I.K . ' I o� z � �. .1�t s _ i � -I. � , � . . � . 4 J ' f V / '� V "v '�1 ��1 : :R- J 9 , � � :.7.N.SU L. �G�. E�..r. �a�� cvri�T��GT�or� = �l�"_ S'fu.GGO 0/I«Y M�SN I.�'fN. �I2 .l.,u�'t'� fZS..K2.P�t PPf'�K r�12�4 i7F "Z S'CUDS @ IG"6.4"�`�P ;�,-:i� GNsU��'(lorl �r �P�r�,� G� ,� F� r�. G � v � . ! ' �'� 1�cii;-�{ , ' -3•. �Z ' `4 �Ga rL� a "�t.�� S�f FAt� '�RA�IS FE� tJE'�P�I L �_ T2 � _ - � �- 7 ��- (�-O�� T`(�! CN) 2�� FI.I�'(D CE) l„IP�l.I� ! � _- l',D:D.. 7 P�D. � � . ' • � n ; _ ,,�,�., I �0 � p; S:�GT I O i� . _ FRAMING NOTES � 16. The top so�id sa�n vooe members (�oist+) tramed into `� _........_., . .� '��. Glulam beama at floors ahall be 3/4" above top of-Giu- ' lam beam. � � 1. Unless otherrise noted, lraminq lumber shall be.grade - stamped aa follore : 17. Hotehes et end o! �oiaL not !o exeeed 1/4 the depth oT ' a. Framinq lumber-- rs!Eeza, joist', puzlins�,headere,etc. � joiat. . t0 be DF t2. ' . b. Structural Leams--DF gl. or PSL per plan. • 18. Maximum allovable noteh is 7/B• in 2x4 atuda and 1-3/4^ .' e. All exposed beams shall be sel�cbed for appearance. in 2x6 studs. Hax. sllavable bored hole is 1-3/8" in •�, � d. Studs-- sLUd�qzade at upper le¢el, DF �F2 at lorsc lev.. 2x4 atuds and 2-1/8" in 2x6 etuds +ith min. 5/8• clear � e. Fouada.t;on aills --presaure trsated DF or redvood. ,� to edge of stud. � � � � i. Fxposed deckinq -- Calitornia Redvood no.1..U.N.O. � �" � 19. Soiid aavn members in floors shsll be placed�vith �� crovns and aay najor knoCS upvard. � :�2. All nails and hardvare expoeed to wQather shall be gal- . _ vanized. Use common vire naile, O.O.N.. ! � � .�� 20. Pzovide double (U.O.M.) joist under para11e1 partitiona � ���� 3. Plyvoad to be sLandard�grade vith exterior glue. Min. .I ' or posta above. � ply�+ood na111nq 9d ! b"o.c. Edqes and 12"o.c.. Field tl.O.N..��, . .� �*_natall roof sheathinq vith faee qrafn porpendicular to ; 21. Provide nolid blocking aL the enda o! all joists and . suppor�s and etaggez joincs. ��� ra£Lere and over all bearinq valla. ., 4• EGqss of plyvood eheet not nailed to studs. �oista, etc. � 22• Block 2x12 jsta or at 8'-0"o.c.max.. I shall be blocked by 2x4 and nailed vlth edqe nailing, : � � � � except. tonque and qroove. . .� 23�. Crosabridge ot solid�blocking at 10'-0"o.c. max. for ' . �L/ solid joists. S. All headers shall be 4x12 DF tl or better U.N.O.� . .___� ... ...._ _.. . .. � � . . .. . _._ .. � _ .. C - �X'f, 4�1�L1�. -- 6. Posca shall be contSnova from beam or header to floor or �� Z4• Pzovid• lire etopc aL dropped ceilinqa and so!£its. sill belov,, or thru floor to [ootinq where shovn. � y5. 111 �oiste or beam� traminq inLO (not bearing on) b�ams, �� �� � 7. Studa to E• 2x4 DF iF2 Q 16" o.c. et all valls unlecs � Eead�ra or qirdera shall b� support�d vith Simpsoe II-type • --'���� G �a �olst oj_.b�am hangers or aqual. ��� r� OOY - _ .....� . othervis• noted on dravinqs. . ... . ��.J.� 9. Provlde double stud min. U.O.N. at a11 bearing pointa Z6. Holea bored in joists to b� 2• min. from top or botiom.� ��. �, i under beams. �� in t thi d t thb �11 d th or be located I �--- ,.. . . ... _.... . ..._ . . . . . _. . . ._.... � � T i ooe- r o e jo s p n. ; . r L a ep ... _ �...... ..... s a I . 4. Provid•�double tYi�aiers�and �eill�£ot openings of 8'-0" Z7, Bolt multiple �oiat: toqether xiih 1/2��machin• bolta -�� I vide or qreater. � ; at 24"o.e. (O.O.N.). ]11ternat• bolts betvaen the npper �� �I ' 1/4 and Sovar 1/4 of �oiat dapth. Nsil Coubl• joiata .; 30. Cripple'xall�vstuds snpportinq a fioor shall not be less �� vith l6d naila at 24"o.c., and double or nulti�le studa , � ; than 14" hiq For cripple walls mora than 4'-0" high . vith 16d at 22^o.c.. �� - uee standard stud framinq as per see. 2517(G)4 9.H.C.. ' � ! � � ' i 28. Bsnd metal strapa aroand cornert oL toD plates at ex- � i �r 11. Mudailla set level. All lumber in contact�xith concrete . terior cornare. Ose min. LSTAIB � I � and vithin 8" o! qraEa ehall be pressure treated DF or �• . i qrade marked foundation gsade redvood. A11 sill plates . � 29. Provide ratber tiea -- min.2x4 f 48•o.c. -- where I to eoncrete shsll be set Sn a bead o! mastie. Oae � , ceilinq joists are not parall�l to ralters. '� �VUlkem' C116, a polyurethane caulk, oz equal. � � . j � i 30. Purlins shall be 2x6 or the aame aiae ae raftera, xhich- � � 12. Lap doubl• 2x4 top plates 48`. Nail vith 32-16d nailn � � eveY ia qreater. _ � ! 6"o.c. max.. oz use ST2215 . -. 31. Pzovida A35 anchor at ra£ter to top plate.�U•Q•N. .�! . . , � 13. Use iB^ seismic str.aps at top plates vhere new vall . 32. Metal Anchors to be Simpeon or approved equal. Use ae .� joins exiating. U.O.N.or ST2215 apecitied ia Sataat Simp. catalo � � 4• 14. Use 1/8"xl-1/2" metal straps at interrupted plates. ; 33. All bolts fos vood conneCtioA shall confont to A.S.T.M. rrith 4-16d naila min.. �� �I a307 vith heavy hex heads. A malleable izoa xasher shall '� 35. clulam beama ehall be gzaee 24t, standard csmbez o.O.N.. ;� ba used vhara in conta�t xith vood aurlaces. Drill holes �� � Provide eonpliance cartifieate to Buildinq Departmant. not moze than 1/8• larger Lhan th� bolt dinmeter. : , �-'�; Glulam beaoa ahsll h�ve metal hardvar• connectioas to 3q, Nai;inq to contorm to D.B.C• table 2304.9.1 0-N.O. � C �� ) 1 posta (8.C- poat eap min.). - - $ ... _._.... -- -- . . ,. . ....... . .... . _ . , . � . .... . . _... .._..._ . . � . .. . � 7 . ��� '. . lii�a fL�HGI ./..�Fi� ��F � G t�D. 417� MNIm ON NG 100u1 CLfUI►Imrt� �, - g ---- � �G_T1Q �) _ �, � , o � �DL! 7J049.1 F�STENIl�G SCNEDULE eo�cnou c�tr�a�o� �oc�,a« 1. lofxto.Dla�da � ... � 3•6deoweooR4y x0.1317. . . . 3•3'xO.IS�'aflt � �.eoenafl. . . _. . .. 3-3"Id ew tea . . . y, 8�� ro �p :. Y- Bd tanroon (2�/j x O.IJI'� ... .. 2• 3" x 0.171' nails tomall eacA md 2-3"�4 a 3. 1'x6'abtloaab.aach}ont 2-bdc«wooa(2'/� x0.I31' hmaail 1. WSdc �6m 1' x 6' wb0oar a ad� Jobt 3- 8d comiaon (24� x 0.1317 fuz mil � � � , 3. j' �ubtlour to jobt Q.dcdc . 2. 16d coounon (74= x 0.1627 b1iM �nd 6oe tuil � � 6. Sob ylaee a jobt a blatln6 . 16d (3�/� >.O.133� tl I6' o.a � � .. ,. . . -� Y x 0.131' n.t� a 6' o.e. typ:al fKe �uil - . 3" 14 6e5e nepia at lY o<. � . . � 3'•16df3'/� x0.1357at16' . . vall.p�nel 4• 3' x O.l i l'a�il� �t l6' bnoed waU p.nel: .. . 4- 3� 11 � Ka ks 16' . . 7. Top plae ro ttud 2• 16d con mroa (3'!�" x 0.16Y� . �. . - 3. 3' x 0.131' n�ib � end n,il . S-1'11 i w kt 6-. StrObwkpWe 1-8doomiaon(2'/� x0.1317 . . � � �� . 4•Yx0.1l1'ndb toenul � � � � 3•3'�1��[�e�WpW . � . . �: iee��.c�'yxo.�6n . . . . . 3-3"x0.1)1'n�ib . rndaail � .. .. . . 3 • )' 1� cu la .'. R DonbkswAr � . � 16d (34= >: 0.133'� K 2t" o.a � ' , �� . 3' x O.II I' mil u B' o.c. face nail �. � 3" 11 w le a!" o.e. l0. DwMeapplaea 16A(J'/ . . . . _ 3'x0.171'mO�tlYo.a • rypialhcea�il . . . � 3' 14 &ge aapk tl lY o.c.. . . . . w�we,ayp,ra s xatar� . ly3'xp.131"mils . Lprylice t2-3' U la II. Blo� be(.rarn joim a n[oas b bp P� 3• 6d coemnoa fZ'/� �c 0.1JYJ . 3•s•Xaui•�y �«� .. . 3-3'14 kr . . I2 Rtm joiu to top pLu '. 6A CZ�/i x�.1117 n 6' aa . � . �. . Yx01�1`riul�t6'o.c. tawil _ � � - �� 3'la ew kat6'o.a� 17. iop p6�u. I.W md 4kor�door 2• 16d canmron�(3'/� x 0.162') . �u . ' 3•3'x0.131'afW fwwil . a •r �a 14. ()w�d�room headv, nw pieai � 16d m�a� (3!/= x 0.I6R') 16' o.e. dooa ed`a �ro t3. Cain=jolwroplw �-Sd�mwmoCl�J�'x0.1317 . 5.3'x0.t31'a�ib taeo.il S-3" 14 16. Cae�haom 6ader u aod 1. Ed oom•ma (24i +� O.lIl7 oowdl CONNECT�ON _ �-- - i�STEN i " LOCAnd1 . _ -- - 17. Celiot kl�ts. lap� over P+�ntiooc � 3• t6d comm o(34= x 0.162") minimum �(we Seaim ]308.10.a.1, T�bk 2308.10.l.1) T,bk 2308.ICA.I ; f � � . . �-3'x0.131"u�8i . a.3'tt w Irs � I0. Cell1aR JoLu 00 pu�Ilfl nlbn S- �GC COfOm•IO (�4t X O.�Gn �n�mY� � ��«seatonz3oe.�o.�.�.r.aez3os.�o.�.i) TWIt270l.ICA.I r�wu . . . �-3'x0.131 . 4•3"�4 ae�q u 19. R�tw ro pWe ' 3• Bd commo �(24� x 0.131' . (�ee Stttioo 2308.I0.1, Table 2'f08.10.1) 3- 3' x O.131�' naib loemil � 3 -1' U � lec 2q. 1' diagooa! bfm m tuL ttud. �nd plre . 2• Bd oomma t(2'/j x 0.1317 m 2-3"x0.i31'eail� [mnul � . . . . . � . 3' 14 t � . 11. 1' x B' fhcWiin� a erh br�rh� 3- 80 oommon (2'/� x 0.1317 faoe uil ZZ Wldu �Wa 1' x 8' .Iraihing a nch he.cie; 3. 8d canmoo (2�/�' x 0. t317 Ga aul �.. 23. Builo-op comar �ads 16d common 7'/� x 0.162'J 2a' o.c- _ � � 3'x0.131'adlc 16'o.c. 1' I4 g�e w plc� 16' o.c. 2�. Buik�p gwder �oe beams � 40d caanae ;a" x 0. t977 32' o.c. , t�ee wil u iop aod eamm auggacd . � . YXO.�)��0.11��124'O.G OOODp0i11Cildti ' . . � 3� 14 ga fE W ple �f 7�� O.C. ' 2.2oa ro�ro� �a'x o.�n� �' � J- J' x 0.131' nai� face aeil u eods u�d at each spli« � 7-3'I♦ a m la ' 21. Y pl�ab . 16d commoa (34� x 0.162� u each bearioj - .. �. � y� yp �� 7- IOd eoma oa (3' x o.laR") . � 4..3' c O.UI' udlt face �uil � 4-Y�N e ost� lu 27. 7�ck filta b 4iD . � 3- 10d �ooux on (3' x O.I48y . . � � . �-3"x0.33!'nilb weadl ' . . � , . � 3-; . � �2 • 16d cwm na (7'!� x 0.162'� � . . .. 3 3• x 0.171' aailt. . . taca oail �, •: . �, . • 3•)'�� •�"�iaa lea � . . . 2$. Root nha to I.by fidyc bam � 2- 16C wmn oo (S'/� z 0.1627 � - , _ � 3•3'x0.i31'mib � �oenai! � ,. . ' . 3 • 3" Il;qg�: tupla 2.160 commin (14� x O.I6Y7 � � ;- 3' x 0.13 �' iuili frce �ui] . �� : . . . 1-3'l4 �:(h Im 29. 7drt to baod joict � 7• 16d cOmn ae (34� x 0.1627 � � - . . 4. 3' x 0.13:' aoili f'a ndl . � � 4•7"14 :�ula . SHEArt WALL �CHEDULE AaRK MATERIAL NaL l'/ NAIL NAIL O NA1L O BOLT ��OO �� K� � s/e'. x �0' /� 3/e' s�rtuR � ea o e• o.c ea o ix' o.<. taa o a• e.c ,�t5 Ar �c' ic. o:-o• e< Z7o ' v�ro ort s�e'. x ic � g �/e' smucr i w o: o.� m o i:' o.<. �sa o �• e.�. Ns a ia' o.�. o;'-a o.�. P�F � �/e• smua i ea o t/"o.�. ea o iz' o.�. �ea o s• ,.�. nro op s/e'. x �i 5'30 (S7G7!!"o.�.oti-o'a�. pc.F p 3 /B' srmrt7 i Aa o 1'0.<. ba a iz' .. �sa o r.o.�. viro w . s/e: z iY bo0 LSRc :� i� o.� o z-e a<. Pt_F � :�. _.r.r.�:� SHEAR WALL NOTES � /� Pl1wWD EDGES SHLL1 ac e�a�o. � 2. REiEP. TO fOUNDAfqN MID ROOR PWIi fOR N011YJwN lOGil(XIS. .. NEfEfl LO MI$ $XEEf (OR TtPIGL $M[NIM/.y1 p[Tµ_,$. �. `/EA6Y NL UWENS�W+/�l .w0 EuBfDUFM REWWE4EM5 Oi T1E � nOID-DOwN WrtM ME WnUfH:TVRFA. 'SIY➢SON" ON EOV'!. � �,w..��cr�oR eoirs to ec crro.�oco wmi j%3 ic%FF �U7E W/SNER {pj{($$ . OiHFRw��F iI� 'F �'f N v FIM � 5. ulv wµy WfM µ�qi��G O 1' o c. OP. 11GHIER WIUNG SIWl INYL 3� MEMBER WMFAE A PLYY.OpD EDLC ^DJOINS I110 lWUNG O iJP �ND BOTTO4 MTCS � 51w1 BE SfM:GCHCD ' ..._�-._.._..�_._ ..___._.......,_,....__.. ._._.._.......__........,r..._....�-....��.....�- �w a casa siw s ua no � - ws � am ru �eo i-iw u a� w n�i urs a s run--� w n�ime • ro�w sa s nart awe�rnT,wo \ rrn u na wv i � � rx �r r�r � nn�cc a �AC 1i IOlNL 1 1 � � twrxai-ir � i i T �� fie ws �oni eot �c�ua iom s ua �m i � � � .-w aa � � om nr. R�,�� � � �� � �Q 1VM !X M. 1 1� I N �T ItbC � � � � � to�mio a� u no y�-w �� t i � mrx SIl G�[ tll �/t-IN 1 I I 1 I p0 MU I 1 1 i i i i i a�r.�o i i i � �s�r. t �f �are woo ne �T �Xee wu, e nn rru..Vr�an. raoraarutu HEADQt SCHEDUIE (U.O.N. ON PIAN) � L °i ° � 1 Oa 01 K°°O° a ao�s rrw �vm �a a ia '�lnooe ar . a� rus iM d�16 A IO�Q NL ML illl p/R Ml IOFfN00 �ll 11R q S-I M' 7@ f 0� ^ �X o r�' �Y e� r av I , M QIUD WKL FAMNq I! p IIX �Y m K am IYATM'OG r ..., w�rw'oe � ua ` � f� rr� f�f Iwr Grl w�-K rtwmra . � ^ MII l�OR�7I i �PLA7E BPI.ACE - -- ...__..... _.._ 30. Led6a ttaip . . - 3- 16d w nmon (7'!� x 0.162'� . .� . 4• 3' z 0.131" nailf ' .. . face nni! � - 4 -;' I4 eu Ice � 31. Wood scucuml p�nda and putickboetd` �/_" �nd le n 6d°•� � . Subfloor, �oof aod w�ll ihatlling (W frunio� - 2�/� . 0.113' naiP . . . . . 1 �!� 16 at6d . . , : ' � . "�� W �7.' BC or 6d' . � z�,; xo.,,;�w� - ' 2" 16 g�yd . . �i; co r sa� i v,• a i�,• �oa� or aaa . � Siegle Floor (wmbinadoo n�bflvor•undsrl�ymrnt �/�" .nd le s 6d° � w rnmin� . . ��,, a �• S d . i v • co i �r �oa� «aa ?2 �Puel ddin6 (ro frmunv . . . .. � s��� or ld� . . � . . . - �:� � � : .. 37. Fi6e{boud theathing� � ��i - No. 11 gage Pofing oaile � , . ee �m„w�, ma cr . o.� is•� . . No.168�� �.. . .. . . . .. � 's/ � No. 1! pge moRne iuil� , . � !d commoo uail (�4 x 0.131' � � '� . No. 16 6ege �upk' . � : � � 74. faiaiot pwelin8 � ' .' . ��� . � � � � � �� , � �n �,�.u..,� . . , : - ���.a��..���e�...��.,��..�»�. . \ Whryrnln6ie�iao�ewMwea/�as,lliodinuinmm�ne�pp� aa.apt6incha�t�uppattvhacq�wuia[1xMsarmae.,Faw1p/dwoC . a.ww P.,� w y .x�c�a a�.�.�..a rwr we. �era ro Se rioe t3QS. 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Zvo �rnP �LG,�r Pr�i El. = ��GK EP, ��� (A-G.i � i ,� GCZN�-15fz �l...DOF� PI.P�N �?�ISTIrIG, ��if� t��MO�ITIOk� (�I.P�I�I ,._ �'4`�'� �LOOIZ p�2F p. ; _ �_ CE�� 2e�4 S'f�o I�J?�1.L _ __ -�-IO.u�t'i (,�GO �' � WP�U: __ G�A��2 �{Z$ - � �W�'IO�E./ht;t� CE) ... _ : -'(o'(�L Crz) Z� 3 8.8 - i \ MRi lIIMIm�pIM6L10MOLJMlIIMf� _.�AliFr. - "" _ _'. ___ ' _ __ REVISIONS BY � p � 7l:� � � � � Z �_ N ` k ` � �!.] � � � � � � �- Z � � � _ � � ♦. � �' � �' _ � � , 3 i g���,, . Otle 9pcU�., Sqb or.wo �p r� Job . 2a�J .. ShNt ( I � Of SheK� _ ��GK rGF�/p.� lo�l = a 1 �� �,� �� �.,� ^� ,^� �7i1 � _ ' ' !`s�. pr � . � + ,�,.....__ _.__...r ,... � ,.� �:..- / �J � : ..C�` ,:... '�� � �w �i.�y��j�t�����., j�C'�" / / �� v ' — 1�/ i; � �s. i ' -�,,....,.�, _... ., i . l.c.� � �.c =- � -s' '•�r � ����s � �.,,,_ l4,ar '_ `�� � w,,,r,...�.,v �.,.� � ---�- ��irrs �1 y . ���� �i�y1�tG - - - -- - - ---�. �;.�r;:; •", ;+.� ° ; ; � .__ MXf� NWImpIM61MMUt�IMl�fp � STON � v�l �EK. �, �i � n � =t-a __- �LFv�'(�ol� ���sT��� 12 � —� � Q� _- ��. 5 ��� i2 � — �14 � � � I _...._ -- �IU�'I� �'�� a i „ � n '�_—I -0 12 � 7. 3 �� u ` � �� O il 4 � 11 �4 REVISIONS BY N � � � �� il � � � � � � Z �— S. � O �� d � � d -� � � � � � � � � �' ? ��' � � ���� 3 �' 9. �. ' .�� _ ; � i i I �� ; l I- Date 'L MA`� 1 �O Scals Draw� �� Job R� Sh"` 12 Ot i � Sha�ts