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100357 OZL # X09 a 3 N NVDS O3N3ZV1 TIN d/3 LS£OOZ 3AV A3NV19 'S Z£ZOZ 10132 S. Blaney Avenue NO. •ET • • LOT NO. CITY OF CUPERTINO APPLICATION FOR BUILDING PERMIT SANITARY NO. 100,357 • FILE NO. 12/1' 77 DATE 19 5-NHR Application is hereby made for a permit to Wood Frame Const. 960 sq.ft. addn. a 1 story,type to be occupied only as I & J Single Family Dwelling & Garage in accordance with plot plan,plans and specification filed herewith. ESTIMATED VALUE OF IMPROVEMENTS $ 31,000 FEE$ 130.00 PLAN CHECK$ OWNER Mr. Lazeneo ADDRESS 10132 S. Blaney PHONE 275-7519 CONTR, Delta Const. ADDRESS 851 Old Orchard Rd. - Campbell, CA PHONE 379-8971 STATE LICENSE 253991 (IB-1 S-A) APPROVED James H. SiSk/m I / BUILDING INSPECTION RECORD DATE INSPECTOR DATE NSPECTOR FOUNDATION 'L_4II y,J FLOOR STEEL Perot 97n PRE-GUNITE FRAME Z.(0_7 BOND BEAMS LATH �� (o-1 R • �l WALLBOARDS CA.DUI •/y) �/' FIREWALLS MEMBRANE LANDSCAPING F.M.O. INSP IOTI • FINAL BLDG� l((,L UNDER-FLOOR /rrey77 .) (/ TIEDOWNS J -MISC- DIAPHRAMS • MOORE BUSINESS FORMS INC. LA ELECTRICAL INSPECTION RECORD RESIDENTIAL DATE INSPECTOR - COMMERCIAL DATE INSPECTOR UNDERGROUND ROUGH ''''^``` UNDERGROUND ROUGH ROUGH WIRING 2 , ts ,12 ROUGH WIRING FINISH WIRING 3- I ,li FINISH WIRING FIXTURES L . i 2,,'( INTERIOR FIXTURES MOTORS ..------__. EXTERIOR FIXTURES FINAL t,.-1 3-'k MOTORS FINAL MISCELLANEOUS INSPECTIONS mss. . • �` ,r_ �. • / L e - .3E�� al�ylei7: A II • PLUMBING INSPECTION RECORD HEATING&A/C INSPECTION RECORD DATE INSPECTOR DATE INSPECTOR BACK FLOW REQUIRED UNDERFLOOR S.M. BACK FLOW INSTALLED DUCTS&INSULATION UNDERGROUND ROUGH/ 7 FLUES&COMB.AIR PARTIAL ROUGH Roy, ' CONDENSATE DRAINS ROUGH COMPLETE ..-43-7 FINAL APPLIANCE 3- `.(3•? f�'2.____ ROOF DRAIN& LEADERSr f� MAIN DRAIN - Ct s l FINAL GAS "(_ I ] FINAL PLUMBING .3 ..1_ I �.�a' MISCELLANEOUS • • _/!!�J'.7 s/(/i ,R5.95er LOT NO. —I NO. STREET �O Op CITYOUPERTINOCITY CAP.\ J CJs o' < APPLICATION FOR BUILDING PERMIT ( FEE a•-• 41 Date �'L"V � • Building Per.No./(N S _ 19 / as � � Sanitary Per.No. A( l 3 V Application is�f�ere6y ode for a permit toSir IA /ffe�(/ = O a�story, Types-5;04r4,21/0 renpric Structure LA- tti to be occupied only as. a //,(,��(� g(.�Ar1in accordance with �I w Plans,Specifications and Plot-Plan filed herewith. • Estimated Value of Improvements,$ eic1/. .19 PI Ck Fee$ 0 O It is hereby agreed that the requirements of the g,r 62-1-9-5 to Cupertino Building and Zoning Ordinances and all Fee$ /a�(/ p a other laws applicable to the construction,location,and Z -4 use of buildings within the City of Cupertino will be Total Fee$ z complied with. — < >4f,Pr L42EN) c 27.5-7579 /O&2 S. B ✓ter wwOWNER t=.t>`?le/ZPE PHONE ADDRESS a \-1ff_Lrr Cat)5T: 8S/ ot_b OteCF/A < p CONTR.OR AGENT • LN>yBSC BS _ u '73 / 71-677/ '25,399/ J PHONE STATE LICENSE BUILDING IN PEC OR 7 5-/ S-A O LA • ' 1O/3? So'/rx e7 /9;e— LOT NO._ O. STk� OTT C?C'C'T.79M CITY OF CUPERTINO FEB s 1A78PLICATION FOR ELECTRICAL PERMIT � ^ / Permit No. Dote 11� -_hNl D ,19 7O Fee E J Application is hereby made to the City of Cupertino for a permit to install electrical wiring and/or fixtures as listed on the reverse side hereof, and agrees to install said wiring and/or fixtures in accordance with the provisions of the Electrical Code of the City of Cupertino,and all other laws applicable thereto. Use of Work To Be Premises / / // Performed A Owner L7' A 144/00 Address Phone �- /)6 /3o /L Z/ Gl c,,,..�T �• By .0/74/2 fl/•F G//•/ C Address CZ V° 5 /a •4 Contractor,raAgent Phonep7- '— me / /575' State License A 79 71 7 c--/o Approved S, ASar, • Ele rical Spector , I AGREE I WILL NOT VIOLATE ANY OF THE WO KME 'S COMPENSATION LAWS OF THE STATE OF CA FOR. A. ®LA • • • /0/32 S 2.. C .--iL ' (�•- LOT NO. NOsS�RL�/ Get Ct31` '1 CITY OF CUPERTINO 1 ..J PLICATION FOR PLUMBING PERMIT GG , �p g� Sanitary Na. Date �"--`-r �` , 19 en Permit No. Fee S3 �O Application is hereby made to the City of Cupertino for a permit to install plumbing pipes and/or fixtures listed on the reverse side hereof, and agrees to install said prices and/or fixtures in accordance with the provisions of the Plumbing Code of the City of Cupertino, and all other laws applicable thereto. Use of Work To Be Premises Performed Owner.. /�=�Li Address /C/3- Phone % '7I [^ By . / ► ,�ai�s�a. Address . f CJ—cc Contrac or,Agenten / S' /q/�-�' • Ct.,? /0 6 / Z State License 30/7 frt Approved Plumbing Inspector I I AGREE I WIG+ ,TE ANY OF THE WORKMEN'S COMPENSATIO THE STATE OF CALIFORNIA. LA • CL, SIC-ATE-OF COMPLETION BUILDING INSPECTOR'S OFFICE,i CITYaOF CUPERTINO DATE 197`1 BLDG.-PERMIT� "O. / U 0 �4 THE BLDG. LOCATED AT/ 'I 01 Z ` -'• �. `- -'-� 44 -4-AS • OWNED BY �/�/�/�' _��`-L-i J. ,n ,.. .i •; l I HAS BEEN iCOMPLETEDI.'FOR USE AS `-/ T\[i (ALTERED) • • .L/ y,,---.—i. LAjo • BUILDING INSPECTOR C_ 1 _ -1 1 Puy' P ,1 S -r- DAT �//^,r '�f' O ) j ; :0 �. Ar. - 0 ""'` PROPosED 2C0~x /Z1-0.' PNrlo covE2, si BLDG. DEPT. —T— O 0 I_ 0 m PLANS CHETAct. By DU r' tv IATE, _'Za _"'� b \L -.JiPIG 0 ATE l ATE m NousE -f-1) E p 1 o- _.__ JAN 19 1978 L. APPROVI :t • BLDG. II'SPtcflufd DLP ARTMENT IN ACCORDANCE WITH fy CIT OFCITY OF CUPERTINO CUPERT;NO CODES AND ISN NA /CPS DATE_I Zir:778 m SIO,., ���e. 44.•O„ z44A:4 Th' 'SIF, Mas, N��K U\Z E �E o 'Pno' 4. 11013Z so, BLANeY AVE.. Jeri', , n, it Is un. GV PERT 1 130 , CA LI F, ` ° a.rerations the hr ; : ra:si,n t'rm PLOT PLAN T : ��cn��, : t• = 4-0�-0~ DELTA Go1.)ST2.VG.T1 OIJ a.i•ns UG. IJo, 253991 5- I , SA zoe an `1 aate ny aProvisions 379 — 697/ 1 0c 3 r Sr t-18-78 --t et-o" +I 8,_0" c_te 8 _0„ „...1 Z6.O~ A Z4"x Z4" x / 18P�DEEP • // coNc, i--T iS. • (4X� D.F. "`I \ 4-x I O OF. 'r I z. 4X8 D.F. PotTS(T R) HEADER (Ty P.) 0 #I RAFTERS N (TYP.) 2X8 PINE 9 SELECT r a�� DEcK-�ZYP� • f EXISTING l-�-0u SC / / SGA ' 14-- I =0" oUr)D /VT ICN 4 Fvziwit )61 PLA tJ 2of3 c' J- C N10U_9n3"13 ?_1'13-2i 5. -2 -21--,:ac:aQ QL c4 131L s ..sql � Me-Y:2 1 _. • r/v�IQ 5'J N/ } -- _—_ . - i-.0° 53'1446 -1.6111c1 40 C-N 0 1 1.-D35 I r „o;z1 1 3a-vt` 9cia51xa ;ia. rjfc 1 r s c -1 l l r-1 1 I 1 1 l 1 II 81 4 1 .s1; -� / fa1-U.o Aca '7 '0 „o-,e '7p A 011yd 7+01Zi9 E1 •91� SIXVZXtZ 39\49 -Sad NOS.: wss° t-1-540d Ogg '-Lod '�#'3 Q ,x j, s sc+vH 9X-b cvosdwlsla cs •4V2190d crosdw,s '--)'o o-,ir -.Lv SCIO�{ �3QVa1 I. ' ofxt . 31b2! I0 ' •a Sx•y p '3a o-1t. �CV1191X- 7oaci _L7n13S V 9 1 BNid 3X2 \ 1OodS•aAA S213uhg i x072! 31901 i-+ CV 0I-L i kj W0'7 •t3Q7l �O ,i robe. v H�i ld I Snipn8,1', Lout tio{1. fl 7.1 ._J' City of Cupertino De tment of Planning & Developmen Building Division NOTICE TO ALL CONTRACTORS, CORPORATIONS, LEASEE, OR INDIVIDUALS REQUESTING A PERMIT TO CONSTRUCT, ALTER, IMPROVE, REPAIR, MOVE OR DEMOLISH ANY BUILDING OR STRUCTURE SHALL COMPLY WITH SECTION 3800 OF TEE LABOR CODE OF THE STATE OF CALIFORNIA BY FILING WITH THE CITY OF CUPERTINO PRIOR TO ISSUANCE OF A BUILDING PERMIT ONE OF 1RB FOLLOWING: (1) A certificate of consent to self-insure issued by the Director of Industrial Relations, or (2) A certificate of workmen's compensation insurance issued by an admitted insurer, or (3) .An exact copy or duplicate of certificate, as required in 1 or 2 certified by the director or the insurer. The certificate of insurance shall state that there is in existence a valid policy of workmen's compensation insurance in a form approved by the Insurance Commissioner. The certificate shall show the expiration date of the policy. No insurer shall issue such certificate unless the full deposit premium on the policy has been paid, and the insurer shall give the county or city at least 10 days' advance notice of • the cancellation of the policy. The above shall not apply if • (1) The permit is for one hundred dollars ($100). or less, or (2) The applicant for the permit signs a. certificate which reads as follows, or the wording of which has been approved by the Director of Industrial Relations : "I certify. that in theperformance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the workmen's compensation laws of California." If, after making such certificate, the applicant for the permit should become subject to the workmen's compensation provisions of this code, he shall forthwith comply with the provisions of Section 3700 or his permit shall be deemed revoked. ------ - - - .n-------------.�n--.n.^--.��----------- -w..�.n------------ -.-- -- �I' PERMITTEE /T//l c ./i4 fl4 t 4) ae ADDRESS 37 7- do--a-ae--7 P8,-Y/ — S'G`' If address where work is to be performed is other than above /() / .3 Type of Permit lga..- Permit No. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the workmen's compensation laws of California. Signature: >w� � Date: /2 — //2- / J j • • Nth , ,� "ate }}�� cfitio of Cupertino gj. 10300 Torre Avenue Cupertino, California 95014 Telephone (408) 252-4505 •DEPARTMENT OF PLANNING AND DEVELOPMENT • November 23, 1977 Delta Construction Company 851 Old Orchard Rd. • ,Campbell, California • Subject: Proposed Addition at 10132 S. Blaney Ave. Gentlemen: The above subject plans have been reviewed by this office in conformance with the 1973 Uniform Building Code, 1975 National Electrical Code, 1973 Uniform Plumbing Code, 1973 Uniform Mechanical Code, and City Ordinances, and the applicable comments are on the enclosed checklist and noted on the • .plans. • Please make the necessary correctionsand clarifications and submit 2 L. revised plans with the marked set to this office. ._.q ._ Very truly yours, °. CITY OF CUPERTINO 4. G' John Busto, Chief Building Inspector . • • JB:hm ,Enols.' • f '•� / O ITY OF CUPERTINO . Building Division i• !' Checklist for Residential ff AI I °wham III?- 4711 ti, h Ir.u. f ._f ,,.,� Job' Locations i.:? i 'r'. ? . 1'.f%_.A,-r.i�r.a • File Not _' ! i Type ..j A,k4 Group _4 Floor Area: Living Area: 7.fl T.eA z.`,i sq. t. Garage & Storage Area: sq. Valuation: $ -14/1117..) ..:` Codes: 1973 U.B.C. - Ord. No. 627 1973 U.M.C. - Ord. No. 626 1973 U.P.C. - Ord. No. 625 1973 U.F.C. - Ord. No. 628 1971 N.E.C. - Ord. No. 535 Soils Report Ord. No. 409 Set of plans shall contain the following: Grading Plan (include contours, elevations, Elevations retaining walls, & any unusual design - Framing Details Plot Plan, fully dimensioned Structural Details (if applicable) Foundation Plan & Details Landscape Plan when project recuires Floor Plan, complete Arch. Approval (3 units or more) All plans prepared by a structural engineer, civil engineer, or architect requiring calculations shall be signed by the individual preparing same. 4 copies of plans and spec's required, 2 copies of calculations (if applicable) & soils report. Applicant : After reviewing items listed below, items that are not applicable shall be • noted in space provided. -Ind ___N.I. N.A. N.A. Anchor bolts min. spacing (a) Retain. walls if appli- ! & size: 1/2" x 10' @ 6' cable. Retain. Walls — (lo,c. & 1 w/12" of ends of req. set). permit & plans each piece _L — _ to be approved by City • Eng. // 5. Concrete mix - min. 5 sack _ ,/; (b) Method of drainage // (a) Other specified _ — Sec. 301(c) _V — • 6. Mudsills 2. Soils report 4/7. " (a) c 6c_earance from wood / (a) Soils compaction is earth. Sec. 2517(c)7 e _ _ req. if fill is placed (b) Pressure treated wood or on site or req. by soils fndn. grade redwood req._ _ _ eng. Chap. 29 & Ord. 409 ,/ _ 7. Underfloor venting _ 3. Foundation design r/ — — (a) Shall be on opposing • sides . i. — (=) Stepped°"ftg. detail - - / at hillside lots / _ 8. Underfloor clearances 18" (b) Floor girder spliceto bottom of girder — 1' — detail . . . V _ (c) Depth measured below 9. Underfloor access 18" x 24" / lowest adj . undisturbed / Sec. 2517(c )2 . grade. Chap. 29 F' — *Ind. -- Indicated N.I. - Not indicated N.A. - Not applicable '' y` •*Ind. N.I. N.A. 10. Floor joists `� *Ind. N.I. N.A. 22 Exterior wall covering 77 (a) Framing direction & (a) wood __ size. Sec . 2517(e) / — — (b) Complete layout :e -- (b) 3ric sneer — — — r q• i (c ) Stucco 11. Subfloor.' Sec. 2513(e) ;:" — — 23. Interior wall covering )E, 12. Plates & studs ✓ ' (a) 1/2" sheetrock req. — (a) Stud spacing. under wood paneling — Sec. 2518(£) �:. Ord. 627 & Chap. 47 — 13. Wall bracing t,e' 24• Window sizes r 1 (a) Lateral calcs. (a) Insufficient window _-- — area in (b) Interior walls support Chap. 13 — ._ — ing more than 100 lbs. & lit. of superimposed load 25. Framing lumber grades & shall have cont. fndn. species walls & footings or ' (a) Species assumed to be — submit design supported D.F. unless noted by talcs. (includes • otherwise story dwellings. (b) All lumber shall bear Sec. 2518(f)5 a grade stamp from a a /t- 14. Header & beam sizes. Chap.—ll/0,, `- } recognized testing 25. Calcs. req. for beams — — agency — _ — carrying concentrated loads 26 Gla •— — ss shall comply with Chap: 54, 1973 U.B.C. & 15.. Ceiling joists 54-1 ;•b.%) 30474,-T6.:A- S.F. 601. 7t (a) Framing direction & ` T . — _1 _ .size. Table 25 T-J-4 _t!, __ 27. Stairs 2i 16. Ceiling height. Sec. '2," details If precast, calc. & detail; rea . Chap. 33 1307(a) & Sec. 1407(a — 28. Stair & balcony handrails e 17. Rafters & beams S/-71.0 af4.¢' ,'J;4(,) (a) Connection details (a) Framing direction & Chap. 33 — —d:'., size. Table 25 T-R-1 (b) Trusses. Calcs. req. _ ••--- -••••— 29. Fireplace details (c) Beams acting as ridg�s • — req. talcs. riSo`fw _ (ince,_ Clearance from combus- tibles x (b) Prefabs - indicate models 18. Roof bracing. Chap. 25 — — & approvals. Chap. 37. _ 19. Roof sheathing NI .h--30.-Garage 1 r - -Table 25-P '& 25-R sep. from liv. area & to extend to 20. Roof covering. Chap. 32 roof sheathing with all — joints & openings taped & sealed. yf 21. Attic access - 22" x 30" ,l" Sec. 3205., 31. 1-3/8" solid — . — core door with If attic area exceeds 3000 sq. ft . provide closer ( tight fitting) between garage & liv. area. Chap. 33. draft stops . Sec. 3205 • Single family dwelling only )'`.. Apts. req. 1 Hr. labeled assembly. ' .. ' *Ind. - Indicated N.T . - Not indicated N.A. - Not applicable • r----- •Ind. N.I. N.A. Ind. N.I. N.A. t 32. Garage header "( 42. Sanitary permit reo . from Sanitary Dist. prior to 33. Metal flashing on all stoops, issuance of a permit. porches, 7 tops of parapet e walls _ 43. Garage door springs shall bear the name of the manuf. 34. Weep screeds rea . at top permanently etched on the of found. on all stucco device, stating the length walls . Applies to both of max. stretch & be provided conventional & slab const. )4... _ with retainers . Sec . 31318(f) Part 6, Div. T25, Chap. I, 35. In other than dwellings, Subchap. 1, Title 24, Calif. bldgs. in excess of 2 Administrative Code . ;+ stories req. a fire flow in excess of 2000 g.p.m. , 44. Energy insulation req. _ _ _ shall be equipped through- Sec. 1094, Chap. 1, out with an approved auto- Title 25. matic sprinkler system. \ _ _ 41 Ord. 628, 1973 U.F.C. 45. Construction tax rea_. Res. No. 3455, Ord. No. 602 & 603 36. Exits to the exterior shall be' provided from all sleep- 46. Max. Boring & Notching of Stud Walls ing rooms . If windows are Sec. 2518( f)10. used sill shall be a max. of 48" from floor & a min. STUD EXTERIOR or BEARING openable area of 5 sq. ft. SIZE NOTCH BORE with no dim. less than . 22 inch. Chap. 13 & 14 )4.. _ 2x4 0.88" 7/8" 1.4" 1-3/8" 37. Every SFDWL unit & every 2{6 1.38" 1-3/8" 2.2" 2-3/16" dwelling unit within an apt. house shall be pro- 2x8 1.88" 1-7/8" 3.0" 3" vided with a fire detection System. Chap. 13 & 14. Y-. _ 2x1O 2.38" 2-3/8" 3/8" 3/4" 38. Chap. 35, 1973 U.B.C. & 2x12 2.88" 2-7/8" 4.6" 4-9/16" Sec. 1092, Title 25, Chap. I req. sound transmission control between dwelling STUD NON-BEARING units or guest rooms. _ _ PICSIZE NOTCH BORE 1 39. All structures built within 2x4 1. 4" 1-3/8" 2.1" 2-1/16" the hazardous fire area shall be provided with the 2x6 2.2" 2-3/16" 3. 3" 3-9/32" ' following: (a) Fire retardant roof �r 3u4. 514 L-1/2" _ _ 2x8 0 (b) Spark arresters on all chimneys . Ord. 628, 5.7" 6 2x10 3.8" 3-3/4' " 5 1973 U.F.C. 2x4.4" I 4-9/18" 6.9" 6- %` " I 40. Nailing schedule. �_ Table 25-P. Attached . 47. Typical chimney design & anchorage attached. 41. Pad elevation shall be 48. Certif'_cate o_ Nor mens ComSens- `-on rea . certified prior to prior to issuance of building pe_rm_t issuance of a permit. *Ind. - Indicated N.I . - riot Indicated N.A. - Not applicable .:Sli st for Residential •nt 'd) • *Ind. N.F. N.A. *Iad. N.I . N.A. Electrical 15. 1. Main electrical panel15. Ground fault Interrupters (a) Location req. cn outdoor 120V, Single (b) Grounding _ _ _ phase, 15 & 20 Amp. recep- (c) Grounding electrode tacles. conductor (d) Sub panel locations 16. Main ground wire shall connect fndn. rebar to main 2. Receptacle location in each water service. room 17. All interior metallic water 3. Receptacle location in & gas piping which may become kitchen _ _ _ energized shall'be bonded together & made electrically 4. Recessed fixture clearance _ continuous . 5. Working space in front of 18. Inaccessible_ receptacles : panels _ _ _ Receptacles located behind appliances will not count 6. Receptacle in bathroom areas as the number req . for countertot receptacles. 7. Effect of room dividers on Sec. 210-22(b) . residential receptacle spacing 8. Clothes dryer loads shall N4 be determined on a load of "' : • 5000 watts or nameplate rating 9. Outside lighting r.')' i 4r • 10. Feeder over current device 1 -) }Y' 'E;' •�C' `Q shall be rated not less than 125% of continuous • load; conductors must be t C'• (lar-Tel ! sized on the same basis to t..- �^" "" • .. assure effective .protection_ 0 ! C • 11. Multiple disconnects fed • L.•„_ - -> from single service drop. Sec. 230-2 12. Grounding at multiple bldgs. _ 13. Limited use of flexible conduit for grounding 14. Clothes closet lighting shall conform to Sec. 230-2 *Ind. - .Indicated ' B.I . - Not indicated T.A. - Not applicable , ecklist for Residential it 'd) - e *Ind. N.I. N.A. *Ind. N.I. N.A. Plumbing & Mechanical i7l 1�/ Provide 2 sets of heat calcs15. Water heaters located within (� & duct sizing layouts bldg. shall have drain from T & P relief valve terminate 2. Combustion air for all gas at the exterior of bldg. _ _ appliances shall comply with Chap. 6, 1973 U.M.C. _ _ _7 16./Fiberglass ,tub & shower enclo- v sure shall be approved & fire 3. Furnace rooms shall ccmply retardant.with Chap. 7, 1973 U.M.C. _ _ _ 7T ,! 17./All appliances shall be 4. Venting of appliances shall ',....---/ approved by a recognized comply•with Chap. 9, 1973 testing agency. i' U.M.C. „ .:;'',I 13 (Roof jacks (vent termination) 5. Gas piping shall not be f�/ shall conform' to Chap. 5, / • imbedded in or below slabs Sec. 506, 1973 U.P.C. _ ./� within bldg. or pass under _ fndnn. _ _ _ 19. A 4” cleanout togradeshall be installed within first 4 ft. 6. Gas meters shall not be from property line, where located under stairways & lateral enters property & shall • landings. _ _ _ be housed in a concrete box with removable cover. 7. Condensate drains 15' & longer shall be trapped 20. Provide a 6" sand bed & cover & vented. _ _ _ if plastic or VCP is used for sewer line. _ _ _ 8. Condensate drains shall not enter .sanitary system. _ /2'21. ''dater closets (toilets) installed in any i bldg. within the City shall be equipped 9. All plbg layouts shall be '-',. with water reservoirs that limit the approved before prefabs • water used to not more than 3-1/2 gal. are begun for 3 dwelling , per flush. On water closets without ' units or more. _ _ _ reservoirs , the flushing device shall j,-- limit the flow to 3-1/2 gal. per flush. / //10. All plbg installations EXCEPTION: Excessively long sewer laterals shall conform to the , ' or other unforeseen circumstances that 1973 U.P.C. & City Ord. 625_ would impair the proper removal of wastes need not comply. 11. Backflow device shall be installed if req . by // 22.i Shower heads shall be designed to alloy , San. Dist. (.,../ a flow of not more than 4 gal. per min. /j 12. Backwater valve req. / 23)2 Faucet aerators shall be designed to ( / introduce air into the water flow reducing 13. Regulators ren . for pressures -�: the water usage to 3-1/2 gala per min. in excess of 30 lbs. _ _ —1 24) All hot water piping in exposed ventilated 14. Floor drains shall be equipped j y% spaces shall be insulated against heat loss . with trap primers: _ _ — Approved insulating materials shall be those approved by. State. of Calif. as listed in . Energy Design Standards . TABLE NB. 25-P-NAILING SOLE Reinforcing and Seismic Anchorage • CONNECTION • NAILING' Unless a specific design is provided, every masonry or concrete chimney in Seismic Zones No. 2 and No. 3 shall be reinforced with not less than four No.4 steel reinforcing bars.The bars shall extend the full Joist to sill or girder, toe nail 3-8d height of the chimney and shall be spliced in accordance with the Bridging to joist, toe nail each end 2.8d applicable requirements of the Uniform Building Code. The bars shall 1" x 6" subfloor or less to each joist, face nail 2-8d be tied horizontally at 18-inch intervals with not less than %cinch . Wider than 1" x 6" subfloor to each joist, face nail 3-8d diameter steel ties. Two ties shall also be placed at each bend in 2" subfloor to joist or girder, blind and face nail 2-I6d vertical bars. Where the width of the chimney exceeds 40 inches, two Sole plate to joist or blocking, face nail 16d at 16" o.c. additional No.4 vertical bars shall be provided for each additional flue Top plate to stud, end nail • 2-16d incorporated in the chimney or for each additional 40 inches in width Stud to sole plate, toe nail 4-8d or fraction thereof. • • Doubled studs, face nail 16d at 24" o.c. In Seismic Zones No. 2 and No. 3, all masonry and concrete chiin- Doubled top plates, face nail 16d at 16" o.c. new shall be anchored at each floor or ceilingline more than 6 feet Top plates, laps and intersections, face nail ^_-16d - above grade, except when constructed completely within the exterior --^_ordnuous header, two pieces I6d at 16" o.r, walls of the building. Anchorage shall consist of two '/is-inch by 1-inch along each edge steel straps cast at least 18 inches into the chimney with a 180-degree Ceiling joists to plate, toe nail 3-8d bend with a 6-inch extension around the vertical reinforcing bars in Con-mucus header to stud, toe nail 4-fid • Gering joists, laps over partitions, face nail 3-16d the outer face of the chimney. • :eiiin;;joists to parallel rafters, face nail 3-16d . Each strap shall be fastened to the structural framework of the Rafter to plate, toe nail 3-8d building with two 1/2-inch bolts per strap. Where the joists do not head :" brace to each stud and plate, face nail 2-8d into the chimney the anchor straps shall be connected to 2-inch by 1" x S" sheathing or less to each bearing, face nail 2-8d 4-inch ties crossing a minimum of four joists.The ties shall he connect- Wider than 1" x 8" sheathing to: ach bearing, face nail 3-8d ed to each joist with two 16 penny nails. Metal chimneys shall be Built-up corner studs 16d at 24" o.c. anchored at each roof and ceiling with two 11/2-inch by !/s-inch metal straps looped around the outside of the chimney insulation and nailed • Built-up girder and beams 20d at 32" o.c. at top with six 8-penny nails per strap to the roof or ceiling framing. (Sec. and bottom and staggered Sana r.., 1 - . . '• 2-20d at ends and at - - ' - • each splice �A�7 • . 2" planks . ' 2-l6d at each hearing i gr- �' Jr ' Particleboard:5 11 Wall Sheathingv ' i /O• LI', (to framing): d - :� lc-1/2" Gd° Y il% . '•f. '/a" 8d° o /j, • Swaw! F.a!-C ,, Swage Plywood:. �� v >-� FausL, 6t , ..../... - Subfloor,roof and wall sheathing (to framing): e tri liars�r,. <1 _ 1�" and less 6d2 ,;1 . ,1st' El • �! • %"-Ja" - 8d3 Or /.fes — ' T4„-1” 8d2 8 '• /' r 1'/s"-1'.i" a 4 0 ✓1' ./•,.•11 ,,t Suesoer l.N/Ns IOd or Bd / i' ( s Z CQ ;Al;l cw Maso..er 1 Combination subfloor-underlayment (to framing): r'tT lei a' •81 • %" and less 6d+ (.Y' }.,. r -1 - Yi"-l" 8d4 ' 1.::(, a,: '� 1%"-11a" 10d3 or 3d4 !'a., 1• Panel Siding(to framing) /✓�' r ✓Y/, 11 i t co.e,u,ru<e �' - 1 1 /cowosr/lee yz"or less Gds J— 2.'",, :�c/.•re< y --, L<•N..c Ftls t r �i2 INnc-,re.I/C ,:1.) lAeis.r L 11 e r I�.,,.r./e' Fiberboard Sheathing - O 1 'I'/e " a Cit::,; Il t/e Ar c' �Y en' /St-. eo 6d3 i • No. ICic° y �� ' 1 t. ,• re. elwore'/B' • I"%i rl.eo.e�,8. i," No. 11 ga 8 ere, e'. ' ew.x --4.1'1 .1:1-- career No. I6 gn.' • , /z 'J1 • . I . /e UNL/NEO CM/MNEY SECT/ON L/•450 CAtn.fNer Secrio,v 'Common or ba nails may he used"wept where otherwise steed. Dernit 1 DE re/L 2 'Cormon or deformed.hunk. iC .t/ -I.-/d'ar/,Neo - 'Dfn d h' k • �i. .. r. ...ef )1 B'/«,NIO nv IN F4LO,/fK ^6[Ft Ats,ANL 'N p ed inches n center at edges 12' I 't t el re pl rt (III • /it''' r---1v, C Ciu[K/N6 inches atintrn { t supports for Fl 1 Ito hn at_II- II' ' he las [ L/ / A 111 . Are Ai inches or more For nailing 1 pl 1 di,,Phrilgliis;Ind-.hearI. 1 It, I �----3 - p Section 514(e).NailC allA th' g . . casing.'Corrosion s / I : 'I OIA ;. „TLr No , ......,-;t1 spaced 7 h r t , edges16 inehn . ter at inter- -a /eFdesupports. ,i -• Veer/CAL F<FSAmer 'Galvanized rooting 'I ai / 'h r' .:diameter hI 114 inch-length fu 1/2-inch , . sheadunumd l :inch for minch,h,.:thi,o .. . . , 'Galvanized staple with V,-� ch r ,nd 1'.c inch length for 15-inch sheathing and PLAN Ar TOP oft' Ne'N4 rN IW-inclength formn-inehsheathing. . Sniff. 2E/4/FORL:M-N7 SNOWN /S d-:QU/REO /NSE/SM/C IONSINOZE3 .. . . __. SEE CHIMNEYS,rlRIPLACES AND a4,a1 6'ES FOR A00/7/ONAL - /NFCFMd7/ON ON,ZE/NF?RL'EMEN1- • a.•.a,.., -,;•..e, r.-v,a,... ,ee.. u......, ..a.. ,;..,,.7 n.,....;'..-n t ....ti a. ... a. ...n - • • 0.E BY I/1Z3/?7 J/41 /low J. Y'; elle boGa , a'uC t s f,`-- h'ir/h,,-S frie/e 44 3 ea ,'o 11 / / 0132. So 13./a" 5 A"--it Cc,fer /ih a ('•c 0 71 lr v2 c4 1Z ,JILfs . 2 r . 5 2.x 7- tU 2Ux - 15-2_ 7. (P . O 4C2)€ 4`oc - 42xn.t5t = 2 - 0 4- Ft i I_ L (0'lc.ti = a :l l• c. Zoo 0' ) / G /47 2_ -�---. 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(408) 3747700 / OF • TE BY >> 'z_ IO(. 1110/2-3/ w :4 L f 1 , it • �fYB DF0-I e ylo� S-4S4- 565v IS3 5 x q sr X9l.t5= //9ios14 e- 3-bx7- S ,1s�z 7b I5 Six 12. X 55-62`51 /7501.2S, .Z/5T/SiatQo _L, F 3-5 k )- L-- -- WeV d1 frn Sti.e = 8X )2 Vs.e 106 1i0/ 111- 04.L r)t. .Lr)t. S „ /06 x II I)LE x 12 = 0.1y, 389 /.8k /06 A3.5 g ©.1� _ < . � 1. . _ d' o lr x 12- 03) 36& z 4v 4x2, .1) t / Q4 /cc o 365p, L teal :. 05z. 3X 11 JC 31/2' D 1� P -r 51rcrs piauLL4 'moods . rwuictke. M.SUS CMI RILEY ASSOCIATES PROJECT NG. 7?69 CONSULTING CIVIL ENGINEERS 125 E. SUNNYOAKS, CAMPBELL, CA. 9500E SHEET NO. 0081 074-7700 - OF • 6cla_ t,Fi'l R,. cl g_ c> + o � 551Yt x _2.. x Z �� = 2ql 177 Ro� v, / 7 & x Iz_ D P 0 - 72- h - 25 i. 3 I rip fir w = aro l_ = 3 /0x 2. 4 .6^ _, 37 97-5 1 vv =& " I' v ; 3(0 ( z!-s, 13. ) , 3487-54 17e) )-8 4- 579 )-S' -J- L ./ -1.7- = s)-- x )-T., S2-7y�5r 4 85x/ 2.,h"= /°6Pcr .� c-be 11-..5- to -4b z 3 ! o x 2U-,rZ >< l-5. ."..._- 2303 5,- rusvxl_zj-. /68)hsi� fox it • 5. y- x II _ h 1— • -Cb = 312. x 2V 5-Z x 1-5 1 yl. c let psi < 1350 ), (.25-n. /69?I)Si • blot S.S v I3 •S1 C 5 3(0 * 2.4-c k /722c 12. !-�c)" Ck L+0L_ - >< 6rIF 304 1-lov (O6 v 55k 13 .5'3 _ zv.yvl - 211 . e 9 c 6K13L2j2ti 27 . _.-5- 318 Sc 27 tiUti 1� 2=Z_ s_ 0.1, CG�+ot 34- e I-bv /Ob x S_S S x /S- ' 3 o.- .L . - c' zv-5Nn- 3 ` 2po ' 44-c' = airs-- " 3' 7 515 ` Sec . . 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Co(...-, ��rhL 3��g^p . • • r 2- 6 4 1 3 5 5e:/ C oct edn' r -Ab-rt.0 > 4 11 Ste- / U3 ? it 1/f 7 L. 2-0 oo if -i tiQ\ 1/-L ''r ) )-G " no JZ o -- • /P s'1 h 1='1 j 1)ti,,t� 74.�'� ca I /-J ,I p 37-77 ' -- 2 // g-a r a Ax = /837x I^ z l7- . .V II / E3 ,41 x 1 - ii t 12 -Lt. I 1Z" 1 1 ,L" 1 s, I K 7-03.'1 j — -- - Us-t) 31 155 1 a J 73' -T J-- --- - -- 1 24=0./0°.1 /Wsc'ex0-z= 2.o''� /2i)- _Z-0(15-") C- ?t 11�2a /GG t_ c 41 lox L Y Zx -30to 14 -71 X00 _ Z -15.R4-76 Zv;30 .`1S _ I" u ::: > T \ . . 011 7_1_, It cz-ov _ di-t..0 x _ O -b9"� IS -1. _ Ia �` ___------t p 57 # /3 psi 55ps i Cl711 RILEY ASSOCIATES :. 5-4t Alp f-i G `L U/ .ruC'pAr PROJECT NC.. CONSULTING CIVIL ENGINEERS • 7.7 G Q • 125 E. SUNNYOAKS, CAMPBELL, CA. 95008 SHEET(� N0. 1 (408) 3747700 T' OF • IDTC et 1204� S (Mp3c Aisi . 7 _ by/ is-4 !G d ou dZ4.40 1 o aruk vrvoc-ki s11011111.7.0•• i J 1 U c 4. h F I 14V e ' O ?'''' Ck' , 162 OF I (-1E 13• ti • • • • 4 F.Nei. \).( cmc' PROJECT NC. RILEY ASSOCIATES 776 S CONSULTING CIVIL ENGINEERS 125 E. SUNNYOAKS,CAMPBELL. CA. 95005 SHEET NO. (400) 374-7700 J� OF TABLE N0. 25-P-NAILING SC•LE Reinforcing and Seismichorage • ' CONNECTION NAILING' Unless a specific design is provided, every masonry or concrete chimney in Seismic Zones No. 2 and No._3 shall be reinforced with not less than four No.4 steel reinforcing bars.The bars shall extend the full Joist to sill or girder, toe nail 3-8d height of the chimney and shall be spliced in accordance with the Bridging to joist, toe nail each end 2-8d applicable requirements of the Uniform Building Code.The bars shall I" x 6" subfloor or less to each joist, face nail 2-8d be tied horizontally at 18-inch intervals with not less than 1-inch Wider than 1" x 6" subfloor to each joist, face nail. 3-8c1 diameter steel ties. Two ties shall also be placed at each bend in 2" subfloor to joist or girder, blind and face nail ' 2.164 vertical bars. Where the width of the chimney exceeds 40 inches, two Sole plate to joist or blocking, face nail 164 at 16", o.c., additional No. 4 vertical bars shall be provided for each additional flue Top plate to stud, end nail • 2-16d incorporated in the chimney or for each additional 40 inches in width . Stud to sole plate, toe nail 4-84 or fraction thereof. Doubled studs, face nail 164 at 24" o.c. In Seismic Zones No. 2 and No. 3, all masonry and concrete chim- Doubled top plates, face nail • 16d at 16" a-c. new shall be anchored at each floor or ceilingline more than 6 feet j Top plates, laps and intersections, face nail 2-164 - above grade, except when constructed completely within the exterior Continuous header, two pieces 16d at 16" ac. walls of the building. Anchorage shall consist of two '/ie-inch by 1-inch alongeach edge • � Ceiling joists to plate, toe nail 3-8d steel straps cast at least 8 inches intod the chimney einf a 180-degreersi Corin uous header to stud, toe nail 4.8d bend withra 6-inch extensionmaround the vertical reinforcing bars in the outer face of the chimney. Ceiling joists, Ops over partitions, face nail 3-164 i Ceiling joists to parallel rafters, face nail 3-164 i Each strap shall be fastened to the structural framework of the 1 Rafter to plate, toe nail J-8d ' building with two Ih--inch bolts per strap. Where the joists do not head, i I- brace to each stud and plate, face nail - 2-8d into the chimney the anchor straps shall be connected to 2-inch by I -" x 8" sheathing or less to each bearing, face nail • 2-8d 4-inch ties crossing a minimum of four joists.The ties shall be connect- I Wider than i" x 8" sheathing to-each bearing, face nail 3-8d ed to each joist with two 16 penny nails. Metal chimneys shall be Built-up corner studs 164 at 24" o.c. anchored at each roof and ceiling with two 14-inch by Vs-inch metal straps looped around the outside of the chimney insulation and nailed Built-up girder and beams 20d at 32" o.c. at top with six 8-penny nails per strap to the roof or ceiling framing. (Sec. and bottom and staggered 3'n'' /^' 2-20d at ends and at -. - - - - - ' - each splice -r=- 2" planks 2-164 at each bearing _- i Particleboard:5 I 1 y ? ? t, Wall Sheathing (to framing): sl %r _ y� ro-� �J,� i_iii4" a(4" 643 m saaote S..n t _. i Plywood:' 8da 4 �/ teu'[..C...c . t, subfloor,roof and wall sheathing (to framing): -_� _ rr<e nw� ='-a'a.. 1/2" and less ed2 . S. r:'j:j _! 4., tr, $" a'i" 8d3 644 ti .• 'tai'-�, 4 ,Im1 ei., I" 8d2 Si J- . r, n /' - l; / 156"-I'/a" 10d2 or 8d4 0 . s oFoer!.fret.,m ,� .r �" a f 1 • Combination Subfloor-underlayment (ta framing): • f m cwt Mamn� 4' 4O If ~'-r F4„ and less 844 1 r' - 'Sa, .1 -f '�, b ,.e„ 1„ 8d4 L_ l v ' 1%"-1%" 10d3 or 844 / 1"...././ Panel Siding(to frtming) / I i rycovenm•<e F.. I t r erssarnete ' N2"or less 546 4— /---I L..rec G; ,' —_ L.yrst i s6 846 I y/ Nna..r ,e.:rs '� I r4'S / ",y�-I)(- "nett' Fiberboard Sheathing:7 - � - ce I •I11 a •srf4l I 111 live `r a� i m Pi n. 11 t. t x; .e'er eo'---r-,g 4 rterte cc.-e..a a.f i ?_7w1 c-.-;-c.r^.' •1 !:"f f ' 643p No. 16 pa.° µ -Peywel' 7 y i � n..eee�I B' .e- Ia" No. 11 ga° Y 6"' se aei d_f y fey;"a.ar Sc? ;. .• - .... <e.. -�-- ,1.. S,......� No. 16ea° ':1:i •.a-I' . rz • ,..57 •.'ire° Ur+eiaeo Grrneyar Secnom Linea C.,rr,ner2 crew z 'Common or honails may be used except where otherwise Ortel e1 067:9/4TAQrert rL 'Common or deformed shank. 'Comm ..„, O'u-t-en 'Deformed shank. �/ ' t N B' .Lanny wiry Fq}pKK as 47.5...4,4 ..i 'Nail spaced t ninchesventer at edges I_inches t interneJ ter plums 1Io � .. i yl \\Cwzws inches t intermediate supports f floorsl except 6 inches t all pines,where spans K4-t'' Po 4 F 'je 4n inches or more. Furline of plywood diaphragmsI shear walls reter to ,r � -3 � \r?-";r af% Seco -SHIT Nails f ailsheathing beC1111111100.d x or casing. 7-„'Co ,on resistantsiding and casingnails. i PP1 -e .- 7611 'Fasteners J inchescenterat 'tenor edgesand 6 inches on center at inter- ea dm M��--fie - ” - ineate supports. ✓esncnt FLASNrno "Galvanized roofing nails th yaidnch diameter head and I hs inch length last!S-inch sheathing and ltl inch for'n-inch sheathing. pLpy Ar Too os. :Iew4tn °Cahntttized staple with'4.-inch crown and I'.c.inch length for'h-inch shenthingnnd P-inch length for" .inch sheathing. STEEL RE/NFORarf NT SHOWN /S R�j'U/RED /N SEISMIC ION'SNC.S.es SEE :H/MNEYJ FIRSPCACLS ANO.3.42&-ire SP9R ADC/7IONAL /NFORMATION ON 2E/Nw2c MENT