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Attachment A - Site Plan nr �i1t��i �'� '/ ` rr` t RODENT PROOFING: 40'-0 31a" .. :.T- . . - . . _ CIO I I11 n r.:".•�249'-1 5116" . -.��. -. _ . . _- -- . .r. . Plannin Division - Cu ertino -- :'-: --: _=_=:=:=: :-:- _::=:-::_=_:_=:-::_ =: 1. DIMEfq5ION5 TO FACEpOF FINISH, U.O.N. 1 ANNULAR SPACES AROUND PIPES, ELECTRIC, GABLES, CONDUITS, OR OTHER OPENIN65 IN SOLE/BOTTOM PLATES •'• •'.•-•-•:•-•:•-•:•:••:•:•:•:•:•:<•:•:•-•:•-•-•:•-•.•-•-•:•:•.•:•-•:•.•:•-•-•-•:•:•:•:•-•:•-•-•:•-•=•-•:•:•:•=•-•-•:•-•=•-•-•:•.•:•-•-•:•-•:•. cu�e�riN .-�-- - -" - -- --'-" -- -- " - - -" "- -- " - - - - "" -- -" "- - -" "- -•"- -" - -- -- -- -- - - - - - -- -- 2. SEE DO��� IRDOW SCHEDULE FOR[N] INFORMATION AT EXTERIOR WALL5 SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS �'�:=".....=:.:=: .:=:=:=:=:=:=: :=::=:=:=:=:=:=: :=:=:=:=:=:=:=:=::=::=:=:=:=:=: := :=:=:=:=:=:= := := 14'3 ila" Case# 3. BUIL®��L�LL�I(f {I$BASED ON PLOT INFORMATION FURNISHED BY OWNER OR COUNTY PARCEL RECORD. WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE BY THE ENFORCING AGENCY. . ": b IMATE BASED ON LOCATIONS OF [E] FEATURES. :: ::�L-::-:-:-:-:-:-:-:- :-:-:-:-:- -: :-:-:-: .:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:. :-:-:-:-:- -: :-:-:-: -::-:-:-:-:-:-:-:-: :-:-:-:-:-:-:- :-: -:- .:'_:':::::::::. ':::::::.:.:.:..:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. INSULATION: •-- :.?::::. .:.:.:.:.:.:.:. A ro a I B LDIWEWAISISSFNANCE AND OPERATION NOTES: .:'-.`................. '.".•.......................... .;. .. .. . . . . 21 pp 01/18/24 A ro Da 1. GENERAL _ - Pp al to Si na 1 M T ANGE MANUAL. 2.ALL EXTERIOR WALL/FLOOR/ROOF FRAMING SPAGES OPENED UP DURING THE COURSE OF REMODEL SHALL BE - t r 1=mu ama g - - - -- - ----- INSULATED WITH A MINIMUM OF R-13 WALL R 1q FLOOR R 30 ROOF INSULATION. �riivR[-riv31' cri�ii�� MANUAL COMPACT DISC W B BA5 D R F R NG OR OTH R M DIA e E E E E E E E E ( ), ( ), ( ) Case ana er - APPROVED TO�HE ENFORCING AGENCY WHICH INCLUDES ALL THE REQUIREMENTS LISTED IN GALGREEN SECTION 3. INSULATION PRODUCTS :::::: :: ::- I - - 4. INSULATION PRODUCTS WHIGH ARE VISIBLY WET OR HAVE A HIGH M015TURE CONTENT SHALL BE REPLAGED OR 0 4.410.1 ITEMS A THROUGH H SHALL BE PRESENTED TO THE BUILDING INSPECTOR AND BE PLACED IN THE BUILDING . -.•. ... .. :... .. .. . . . :. .. ... . . . ... .. .. .. . .. .. . .. ... .. :... .. .. . . . :. .. ... . . . . .. .. . .. . .. :. .. .. ... .. .. .. .. . . . . . .. .. .. . . . : : 5i N s+-. aIE O A W T RY PRI R T NG R IN WA OR F R AVITI 5. W T-APP I IN ATION PR GT5 PRI R T FINA IN P GTION I N FF. LLO ED O D O O E L05U E LL LOO G E E LED 5UL ODU O O L 5 E 5G O 0 SHALL FOLLOW TH MANUFACTURES' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. :' . . 3. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT E s THE LIFE GYGLE OF THE STRUCTURE. ;: ::�: � aaa :-::::_ :: .. :. .. �, 4. OPERATIONS AND MAINTENANCE INSTRUMENTS FOR THE FOLLOWING: N, �5HlN T M t'tL. FL G & SHEE ET - ov ov 5. QUIPM NT AND APPLIANCES INCLUDING wAT R-SAVING D VICES AND 5Y5T M5 HVAG 5Y5T M5 PHOTOVOLTAIC : ::T 0 0 E E E E E E _ _ _ - I a 20 z SYSTEMS ELECTRIC VEHICLE CHARGERS WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND - - - 0 0 I . I 1. COMPLY WITH SMAGNA'S "ARGHITEGTURAL SHEET METAL MANUAL." CONFORM TO DIMENSIONS AND PROFILES _.r- :::. .. . .o C) o) . o EQUIPMENT. IMP�RC�IOC�SARE�r:GsyLr✓t7GATIOM . .. . .:::::::::: :: :: :::::::::::::::: :' :::::::: : o 0 SHOWN UNLE55 MORE STRINGENT REQUIREMENTS ARE INDICATED. - - - - - - - - - - - -� :::::::.:::::::::::::::::::::::::::::::::::::::::::::::::.:::.:::::::::::::::::.:::.:::::::::::::::::::::::::::::-" - y:.::::-'-::::::::::::::::::::::::::::.:.. . . . . .:. . . :. . . . . . .. .. . . .-'-'-'-.:.:.:.:.:.:.:.:.:.:.:.:.:. [- -'- 6. ROOF AND YARD DRAINAGE INCLUDING GUTTERS AND DOWNSPOUTS. - r • • • 125415Q:FT,{€]TOTAL-LAND� AP€7Gf�EE-IV AREA-_•-•-•_•.•-•.•-•_• •-•-•••-•_•-•?•_•-•-•-•_•_•. :::-:-:. -.�::. ................................ ... .. .. .. . .. .. .. _. .. . . 2. COORDINATE INSTALLATION OF SHEET METAL FLASHING AND TRIM wITH INTERFACING AND ADJOINING a595Y2.-F'r:INITOTA6:PBl [I r?INPT!Q-PT- :N M'f 4 ' A :MA114 ' t� L''-'-':'::' 1. SPACE CONDITIONING SYSTEMS INCLUDING CONDENSERS AND AIR FILTERS. I .*�..'-'-'........ .............:.:-:. :-:- -'::-:-:- :. . •.1.•.:.:.-.•.: I �, Q _ x�a s��. T: :nor t GbNG1Z�F�:VALiC!^dAa`:: : :: : : :: :: : : : : : GONSTRUGTION TO PROVIDE A LEAKPROOF SECURE AND NON CORROSIVE INSTALLATION. [ 7. - - 8. LANDSCAPE IRRIGATION SYSTEMS. - . .. .. . . . . . .. .. .. . . . .. .. .... .. ... .. .. .. .. . .. .. .. .. . . . . . .. .:. :-:-:+ 894 SQ FT• . [f].DRIYEfNAY. :: : : : : : :: :: :: :: : :: :: :: :: :: : :: : : :: :: :: : : : : 3. METALLIC-COATED STEEL SHEET: GALVANIZED STRUCTURAL-STEEL SHEET A5TM A 653/A 653M Gq0 GRADE 40 I •:•:•..,.,. %:_%, �:•.•.•.•.•.•.•.•.. . . . . . .. .. .. . . . .. .. .... .. ... ..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. . . . . . . . (. .. .. . I :•:":180.235Q"FT:-.-:-:-:-:.....................•.... .. . . . .. .. .. . . . .. .. .... .. . .. .. .. . $ q. WATER REUSE SYSTEMS. = = ::::: `:: .::... .::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::-:::::::::-:::::::::-::::::::::::::::::::::::::::::':':':':':':':':':' -INCH N MINA THIGKN - - 0 028 O L E55 _ _ 10. INFORMATION FROM LOCAL UTILITY WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER 13 = - = == ==== == = = == == == = = == ==== =< = == = == = = == = 1 = _ _ .'.'.'.1a 2�x-lggr-r9.46s'v. . .. . . A 4. FINISH: MANUFACTURER5 STANDARD. 5MACNA REGOMMEND5 NO. 30 FELT OR SELF-ADHERING SHEET ... . . ':':: :':: :::':: :': :': ::': :::': :': : : :: : ::':' Oa I ::I::::.:.:.:.:.:.:-:::::.:.:.:.:.:.:.•.:.:.:.:.:.:.:.:.:.•::::::.:.:.:.:.:.:.-.-: -:-:-:•'-'-'-'-:-: -'-:-:-:-'•.-:-'-:-:-:: ::'-':'-':'-'-' :-:-:-':' ''-'-'-..._..:-: : : .................................................................... .. . REDUCE RESOURCE CONSUMPTION INCLUDING REGYGLE PROGRAMS AND LOCATIONS. �.. .. .. . I UND RLAYM NT. ROSIN-SIZ D BUILDING PAP R SHOULD B U5 D AS A SLIP SH T OV R OTH R TYP S OF __ _ __ _ _ _ _ __ __ __ __ _ _ _ _ _ a E E E E E E EE E E E 11. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. i�iZ:VldbJ*,�k 6A� t�L;4 lDN&'i l 'l A:i?ldN Iy Sty ' ':'' ' UNDERLAYMENT MATERIALS. ZING-TIN ALLOY-COATED 5TAINLE55 STEEL GAN BE APPLIED OVER ANY OF THESE o 0 ATI T A P ITIV P N - NT '1-4-q sQ:-Fr.:Nj-Pt. r� �.V� 11T.16ATiair>`t��csai i : : : : : ::-:::_•'-'•:-:•:•:•: .. . 12 EDUG ONAL MA ERI L ON THE 05 E IM ACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEE 30 60 PERGE . , t . . .. .. .. . . . . . .. .. .. . . . 0 UNDERLAYMENT MAT RIALS. I 45?-SCl'-FT.' '�M1T16AT/oN-INE:4sid'KEF'-'-'•'•'•••'•' '•'•••'•'-'-' r� E -1�' i-N - -:�-::':•:.•.•.::;::.•.•.:.:.::.•.:.:.:.•::::::::_•:.:::::.•.•_::::::::•.•.:::::::::...•.•.•.•:.•.•.::;::.•.•.:.:.::.•.:.:.:.-::::::::_':•:::•: :-.. N -DECK. ANT1. .bP;REA AND WHAT M THOD5 AN OCCUPANT MAY U5 TO MAINTAIN TH R LATIV HUMIDITY L V L IN THAT RANG . E ] ! . �-. I - E E E E E E E E 5. F TUN RLAYM NT: ASTM TYP II N A PHALT- ATURAT RGANIG F TS. EL DE E D 22 E O 30 5 5 ED O EL b ( ), a 13. INFORMATION ABOUT WATER CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH . .. .. .. I - - w F-A H RIN T N R AYM NT I T MP AT TY M IFI A PHA T IP 6 5EL D E G SHEE U DE L E H GH E ER URE BU L OR 565 OD ED 5 L 5L -:.:-:a,'143:l,?Q. .l.4,965--:�-$4--'•: :: :::: :: :: : : : :: :: :: : : :::•:•:•:•:-:•:•:•: :......•.. :. CONSERVEwATER. •:•: :TRffPROTfCTl011iOnf:-:-:-: : %-:-"0"'%'0:.:.:.:.:.: .. .. .. . . . . . .. .. .. . . . . . .. .• -- -. . .- -- •- -• -• - -- -- -- --- • - • -- .- 14. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT RE515TING-POLYETHYLENE SURFACED, WITH RELEASE PAPER BACKING, GOLD APPLIED. ... .. . I - 1. SLIP SHEET: BUILDING PAPER 3-LB/100 5Q. FT. MINIMUM R051N SIZED. 1 -:�::-:-:-': :':'-:-::: ':-:::::':':'::::-:-:-:::::-':':':::-:-:-::: ''-'-'-'-'-'' :::::-:-:-': :':'-:-::: '''' ::':':'::::-: : :: :": : :'::-:-:-::: :-::: ''':':':':'-::::: ''''' ::':':'::::-:-:-:' ':':'-':'::-:::-:::'''':':': :':''' - 4 LEAST 5 FEET AWAY FROM THE FOUNDATION. ::I.....O '::-: I - 8. FAST N R5: WOOD SCREWS ANNULAR-THR AD D NAILS SELF-TAPPING 5GR W5 5 LF-LOCKING RIV T5 AND = E E E E E E E 15. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, . . . .. .. .. .. .......�...................................................................................... I :.:.:.�-.:�.:.:- .::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:".:.:.:.: .. .. ... ... . .. BOLTS, AND OTHER SUITABLE FASTENERS. :::::-:;�. . . . .. .. . . . . ..... : : :: :: :: :: : : : : : :: :: :: : : : : : :: :: :: :: : :: :: : 1 PAINTING, GRADING AROUND THE BUILDING, ETC. 1 -:-:-:-:�-:-:-::. . .. . . . . . .. .. . .". .-.-.".�.•.-:-:•.•.•.•.•:-:•.•.•.•.•.•:-.•.•.•.•.-:-:•.•.•.•.•.•:-.•.•.". .:-:. . .". :-: • .•.-:- ".- -. : :.-:::::: . .::: .......• • . .. :... .. .. . .". .•.-.•.".-.•.•.•.•.•.•.-.•.•.•..-..•.•.•.•:.•. 2 -':' -- -- - - - - q. EXPOSED FASTENERS. HEADS MATCHING COLOR OF SHEET METAL ROOFING U51NG PLASTIC GAPS OR !'.. . . . . . .. .. .... .. ... . . .. .. ... .. . ... .. .. . . . . .. �. ... .. . I 16. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 9 FACTORY-APPLI COATING. I •:::::::: :: : -:'- ::. . .. .. . . ... .. . . . . . .. .. .. .. . . . .. : :: :: : : : . .. :: . :. .:.:. ED '� . C:-. .. :-. 11.A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR TH15 CODE. ._.:. .: . .%%,.*.,.%-:-:-:-:-:-:-:-:-%%.. '-'-:-.. .. ..:.. . . ... .. .. .. . .. .. .. .. .. . .:-.. . '. . . . .:-.. .. . . : . . .. .•: .. .. . :-:•.. ':•.:. '....:-: :: :: :: :-:-:-::: :: :: ::::::::::: . .. .. .. . 10. FASTENERS FOR ZING TIN ALLOY COATED 5TAINLE55 STEEL SHEET: SERIES 300 5TAINLE55 STEEL. :: :\: ....I. .. . . . .. . ... .. : ::: :: : ' : : : ' . . . . . . . . .. . . .. . . . . .. . .. . I :::::f::::1: .:::::::::::::::::::::::::::::::::::::::::::::::: . •. . . . .. .. .. . . . . . .. .. . . . . . . . .. .. . .•.•. .•.•.•.•.•.•.•. . . . . . .. .. . . . . . . . .. .. . . . M T - PP I A T M YIN A :: ::':':':':':':':::::::::::::::'::::::::::::::. . 11. BITU INOUS GOA ING: GOLD A LED ASPH L E UL510N GOMPL G WITH 5TM D 1181 :-'�-:-:•:-. . ..... J-:-''. .-:-'-- : :. ::::::::::::::::::::: ::::::::::::':':':'-:-::: '': 4 5ITE PREP�R�TION NOTE5: I / :-:-:'. : :-:::-:''.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:-:-:-:-:::-:::-:-:-..''-::":: :: :=:-:=:-:=:-:-:- :: :-:-:-:-:-:-:-:-: I o 12. FABRICATE SHEET METAL FLASHING AND TRIM TO COMPLY WITH RECOMMENDATIONS IN SMAGNA'S :E: ::: : :: :::.:.:.:.:.::::::':'- '-:- :-'-::::-: : . "ARGHITEGTURAL SHEET METAL MANUAL"THAT APPLY TO THE DESIGN DIMENSIONS METAL AND OTHER -- •: ' :•:•:•• '- -•:•:•:•-•:•....�.-•:•:•:•�•:•:•: - -- - -• ' : : : :: = O GHARAGT RISTIC5 OF TH IT M IN IGAT D. E E E D E 1. TAKE NEGE55ARY PRECAUTIONS TO MINIMIZE DISTURBANCE OF EXISTING VEGETATION TO REMAIN. .: ':-:::-:::"'-:-:-:-:-.'::::-':----------------:-:-:::-:-:-'- .-::-:::::: : :: ::� : .: ::"::":: : : ' :: ":-:•:":•:-:_,.,_*•: :•.": :":: :: :' ': '": ': :: ::•:•:•:•:•:•:•: :: :......... •:.'.*.'.'.'.: I 1-" " - " •.-.•."E".".•.•. -.- 13. F-XPAN5ION PROVISIONS: WHERE LAPPED EXPAN5ION PROVISIONS CANNOT BE USED FORM EXPAN5ION JOINTS 2. 501E DISTURBANCE SHALL BE LIMITED TO THAT WHICH 15 NEGE55ARY FOR FOOTING AND 5ITE PREPARATION A5 I :.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. . I :::::::: ::::::::.::.':':.:: ' :::::::::'. ..:: ::. .. .-.-.. ..:.:-. :- -:-:-:-:-:-:-:-:-:::-:-:-:-:-. . . .. .. . . .. . .. .. .. . . . . . . . .. :::=::�::-:-:-:=:::: I O OF INT RM 5HING HOOK D FLANG 5 NOT L 5S THAN 1 INCH DEEP FILLED WITH BUTYL 5 ALANT GONG AL D E E E E E E E E :. . .:.:.:.:.:...:.:.:.....:.:.:...:. ............•.... . .. .. .. ... DESCRIBED ABOVE. PREVENT WATER FROM RUNNING INTO EXCAVATED AREA. 0.0.0•:•:•:•:•:•:•:•:•:•:•:•:•:•: :: :•:: ::•:1: ._":•:•:•:.: .. :•:I:•:-:•:•:.:•:•O...-...-.-.0.0.:•: .. . . .. .. .. WITHIN JOINTS. I ::::::1:::::::::Ofll(TR 3. BAGKFILL MATERIAL SHALL BE FREE OF ORGANIC MATTER AND ROCKS OR LUMPS OVER 6 INCHES(2 INCHES AT -. . :•: : :".: :" :": :": : : : :: :. : :.-.,.-•:.-.O.O.,.,.-.:•:•:•'.'--:•:•:•ii._.,.,•:•:•:- ::::::-Dbtl. 14. . . .. . .. ....•. .- . .•.... . . ... . .. .. .. . . . .. .. .. .. . . ..I. .. .. .. 1 '::- ::.:.:.:.:.:.:.:.:::-:-:-:-:-:-:-:-:-':::' .-:::::::-:-:::::::-: I r . . .. 0. .. .. . .. .0 .... .. ._ 4. . .. . . .. .. .. . .. . .. . .. .. . . . .. .. ... . . . ... . .. .. . .. .. :. .. .. . . . .. . . . . .. .. .. . . . . . . . . .. . . . .. . . .. . . -.-.".-.-.-.- UTILITY TRENCHES). COMPACT BAGKFILL TO AT LEAST q0 PERGENT RELATIVE GOMPAGTION PER A5TM D-1551; IN 14. SOLDERED JOINTS: GLEAN SURFACES TO BE SOLDERED, REMOVING OILS AND FOREIGN MATTER. PRETIN EDGES I -:::-:-Dbtl. 1 . I _.,._.-:1:.: . . .. .. .. . ..: '.•_ '.•_•_•_•.•.•_•_ •.•.•.•_ _. .•_•_•-•-•.•.•.•-•-•_•_•-•-•-•.•.•. . . - - -.-.-.. . . . . . .. ... .. . .-. .-. ..-• -•.•_•_.-.-._.-._._.-. • •. ... ... .. . ... ..• •• •• • •.._ .. _. _ . V •_•.•.-.•_•.• 1 LIFTS NOT EXCEEDING 8 INCHES UNGOMPAGTED. OF SHEETS TO BE SOLDERED TO A WIDTH OF 1 1/2 INCHES EXCEPT WHERE PRETINNED SURFACE wOULD SHOW ,. .. . . . . .. .. .. . . . . . .. . .. . . . . . .. .. .. . . . . . .. .. .. . . . . . .. .. .. . . . . . .. .. . . . . . . I -:-I::.::::::.:.:.:.::::: : :I. .. .: :•: I IN FINI H W RK. •'...0---:-:•:•:•:•:-:-:•: : : :-:-::: ' :-:-. . . .. . 5 ED O 4. DEPRESSION FROM REMOVAL OF OBSTRUCTIONS SHALL BE OPENED TO WORKING SIZE REMOVE DEBRIS AND SOFT ------- ----------- -----------:-:->:-:< :•:•:-:-'-:: .'-:-:-: : : : :-:-:-:: :: :-:-: : : :-: '::-:<-:. '-:-: :: :':-::' I :.:.:.:I:.:.:.:.:::::::::::.-:,::::::..%...._.%. -:::::::::::: :. :-::.::-:-:-'-'-'-'-'-'-'-'-:-:-:-:-:-:-:-:-.•.-.-.-.-.-.-.•. .-.-.-.-.-.-:.-.•.-.•.-.-.•.-.•.•.-.-..•.•. .. . . . .. "'" "'-•. .•.•.•:.-.•.-.•.-.-.-.-.•.•:.•.•.•.•.•.•.•. .•-•.•.•.•.•. MATERIAL; BAGKFILL AND COMPACT AS NEGE55ARY. 15. 5EPARATE DI55IMILAR METALS WITH A BITUMINOUS COATING OR POLYMER-MODIFIED, BITUMINOUS SHEET .. .. .. . . . . . .. .. ... . . . ... .. . .. . .. .. .. .. . .. .. .. .. . . . . . .. .. .. . . . . /'.. .: .. . .. .. .. ._ .. . .. .. �. ...... I o 0 o UNDERLAYMENT. \ :-: . 5. SURFACE DRAINAGE SHALL SLOPE 3/o FROM BUILDING FOUNDATIONS FOR A MINIMUM OF 5 FEET AND AT LEAST 1 /o _ ::` :-: 1 TO SUITABLE GOLLEGTION POINTS. -- - - - -- -- - - - - - -- -- - 0.. .. .. . . . . .. :::::::::_ . :: ::::::::-:::::::::-': ': . .: :: ::•. ':::::::::::::::::::::::::::::::::::::: '-::::::' ' :. .: . .. ._ �. . . . . .. .. .. .. . .. .. .. .. 2 ': I �, b. TRENCHING SHALL BE TRUE TO GRADES INDICATED. EXTEND UTILITY TRENCHES TO BE SUFFICIENT DEPTH CEMENT PLA5TER: ✓'.'.'.._..'..'..'.'.'.'.•.•..'..'..'.•. . . . 22 ..'..•.•.•.•.•. .. ..'.•. . .•. • . . -. . : : .-:••• ••••.•••.•-•••••••••-••••••••••••••••••••••••'.. .. . :: -'-- t 4 STANDARDS AND LOCAL GOD 5. PROP RLY SUPPORT TR NGH 5. : : : ::: :-.-.: :::-:::- ..: :.:.:.:.:.:.. '-:-:-:-:::-:-:-:-:-:-:::-:-:-:::-:-:::-:-:-.. ..":-:-:::-:-:-:-:-: .. .. .". . .. . . . .. .. ... . . . ... .. .. .. . .. .. .. .. .. . a E E E E �:-:-:-:-:-::: I O � -.. .� N A N ITION NOT V R BY NTRA T. IF N NT R HA B IMM IAT Y BR HT T TH O l U U5U L GO D 5 GO E ED GO G E GOU E ED 5 LL E ED EL OUG O E 1. 5TG-RATED A55EMBLI 5: wHERE INDICATED PROVIDE GYPSUM PLASTER A55EMBL1 5 TESTED FOR 5TG g AT F E E = a T NTION O D SIGN R. E E E I :-I:---- ----- ------:-:-: :-:::' .......O..............:-:-:-:-.-.-.-.-.-.-.-.-.-:-:-.-.-.-.-.-.-.-.-.-.-.-.".-.-.-.-:- :-:- :-:-.-: '-'... .•.-.•.'-'-' RATING5 PER A5TM E qO AND CLAS5IFIED ACCORDING TO ASTM E 413 BY A QUALIFIED TESTING AGENCY. - :: TRff PROTfCTIOn iOflf b = 2 :.:.:.:.:.:.:.: : :: :: :. .. 1.-:-:-:-:-:-: I _ b. HAZARDOUS WATTE TESTING SHALL BE PROVIDED INCLUDING ASBESTOS TESTING & REMEDIATION. _ � J FIR -R I TAN -RAT A MB I WH R IN I AT PR VI YP M P A T A MB I T T - 2 E E5 5 GE ED 55E L E5 E E D G ED O DEG 5U L 5 ER 55E L E5 E5 ED q. STORM WATER DRAINAGE AND RETENTION SHALL BE FURNISHED DURING CONSTRUCTION. MEANS OF DRAINAGE I v � FOR FIRE RESISTANCE PER A5TM E 11 q BY A QUALIFIED TESTING AGENGY. IDENTIFY PRODUCTS WITH ;n oe AND RETENTION AS FOLLOWS: I :-::A::::::::::::::: _ APPROPRIATE MARKING5 OF APPLICABLE TESTING AGENGY. .. . . .. • I �., O 10. STORM WATER CONVEYED TO A PUBLIC DRAINAGE SYSTEM SHALL BE FILTERED BY BARRIER SYSTEM, WATTLE5 OR 3. LATH PRODUCT TO MEET ASTM G 841, GALVANIZED, FLAT OR SELF-FURRING. I ::::::: .............. I OTHER APPROVED METHOD. 20'-5° O 4. PAPER BACKING: F5 UU-B-1q0, TYPE I, GRADE D. PROVIDE PAPER-BACKED LATH UNLE55 OTHERWISE I ::-:-:.,.*.,:I::::::::::::: 15 11. IMPLEMENT STORM WATER MANAGEMENT ORDINANCE REQUIREMENTS PER CITY OF OAKLAND MUNICIPAL CODE. .- - .. .. .. .. - 1 b 1 11 i INDICATED. .:::::-...-.- W 12. GRADING AND PAVING SHALL BE CONDUCTED TO MANAGE SURFACE WATER INCLUDE 5WALE5, WATER COLLECTION I - .I._.".,._._. 5. COMPLY WITH A5TM G 1063 AND GOORDINATE DEPTH OF ACCES50RIES WITH THICKNE55E5 AND NUMBER OF 2 �� 1 V AND DI5POSAL SYSTEMS, FRENCH DRAINS,WATER RETENTION GARDENS OR OTHER MEASURES A5 INDICATED OR ry I .-...-..�-.......-.- NEGE55ARY TO KEEP SURFACE WATER AWAY FROM BUILDING5 AND AID IN GROUNDWATER RECHARGE. PLASTER GOATS REQUIRED: ZING AND ZING-COATED (GALVANIZED)ACCESSORIES: .. .. . 21'-5.. 16'-b" - - - � R 21 I W Z 0 6. FOUNDATION WEEP 5GREED: FABRICATED FROM HOT-DIP GALVANIZED-STEEL SHEET, A5TM A 653/A 653M, G60 I `-:::I`,-:`. 12' W E ZING COATING. 16 16 1 ry I � Q CONSTRUCTION DEMOLITION: 1. GORNERITE: FABRIGATED FROM METAL LATH WITH A5TM A 653/A 653M, G60, HOT-DIP GALVANIZED ZING I �N -: :: : :- : I o v I I :-:-:::-:�:::::_:: oe = O COATING. w - - - I 16 16 I >_ o CONSTRUCTION WASTE MANAGEMENT b. EXTERNAL-CORNER REINFORCEMENT: FABRICATED FROM METAL LATH w1TH A5TM A 653/A 653M, G60, HOT-DIP 121 R =:-:-;:::;I::;:::-::-,.,.,.,.,.*-: :•:•:•:• •-•: �_ �, � to o : , , '... .. .. .. .. .. . . ..•.•. „_ � u 1 REGYGLE AND/OR SALVE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND GALVANIZED ZING COATING. I :•:•:.:I:.,-*.:::::........:..::: :-.-.-.-:•• • � >_ DEMOLITION WA5TE IN ACGORDANGE WITH EITHER SECTION 4.40b-2, 4.408-3 OR 4.40b-4 OR MEET A MORE STRINGENT q. GORNERBEADS: SMALL-NOSE STYLE, FABRICATED FROM ZING ORZING-COATED(GALVANIZED)STEEL. : I-:-: I I & � LOCAL GONSTRUCTION AND DEMOLITION WATTE MANAGEMENT ORDINANCE. SEE BUILDING PERMIT 10. CASING BEADS: 5QUARE-EDGE STYLE, FABRICATED FROM ZING OR ZING-GOATED (GALVANIZED)STEEL];WITH I -'I • -' -•.' '-'-':::1::-- I I I = � Z ev DOCUMENTATION. EXPANDED FLANGES. I ::::::::I::::::: ::::::::::: :::::::-: 6 1 1 ;- O o< O 2 PROJECT SHALL COMPLY WITH THE CONSTRUCTION AND DEMOLITION (C&D) REQUIREMENTS OF THE OAKLAND 11. GONTROL JOINTS: FABRICATED FROM ZING OR ZING-GOATED (GALVANIZED)STEEL; ONE-PIEGE-TYPE, M-SHAPED -'' ' I I o O ,=n I MUNICIPAL CODE. REDUCE LANDFILL AMOUNTS BY DIVERTING ASPHALT, GONGRETE, EXCAVATED SOIL, LAND CONFIGURATION;WITH PERFORATED FLANGES. I :-• •••- . .. .-. . 1 I I I o '-' V, C_ � CLEARING DEBRIS,AND OTHER CONSTRUCTION & DEMOLITION DEBRIS THROUGH RECYCLING, SALVAGE, COMPOST, 12. FIBER FOR BASE GOAT: ALKALINE-RESISTANT GLA55 OR POLYPROPYLENE FIBERS, 1/2 INCH LONG, FREE OF I -'-':'�'- ::15_1V....ry::::::::: 16 I `� 0 O = OR OTHER APPROVED METHODS. CONTAMINANTS, MANUFACTURED FOR USE IN PORTLAND CEMENT PLASTER. I '•:':':':':' -•-'-'-':'-'-'-'-':'•'-':'-'-' 16 � _ 13. BONDING COMPOUND: A5TM C q32. - • .•.• '•-'� 1 I Q - I -:-:-:-I'......................... ''=' DEMOLITION 14. FASTENERS FOR ATTACHING METAL LATH TO SUBSTRATES: GOMPLYING WITH ASTM C 1063. / -= • 11 I I o r , 00 � 1 REMOVE COMPONENTS OF EXISTING CONSTRUCTION WHERE INDICATED ON DRAWING5 OR AS REQUIRED TO 15. PORTLAND CEMENT: ASTM G 150. I . - - '-'- - -- -.. Z o O �.• I C COMPLETE NEW WORK 5HOWN. 16. MASONRY CEMENT: A5TM C q1, TYPE N. I -':::::�:::::::::::-:::-:-::::::::: :-- _ 2 PROVIDE ADEQUATE TEMPORARY SUPPORT FOR ALL PORTIONS OF THE EXISTING STRUCTURE WHIGH MAY BE 11. PLASTIC CEMENT: A5TM C 1326. __ _ I I I � AFFECTED BY THE REMOVAL OF ADJACENT OR GONNEGTION COMPONENTS, UNTIL PERMANENT SUPPORT AND 16. LIME: A5TM G 206, TYPE 5;A5TM G 201, TYPE 5. I I.. - ---�:::- I ,,^^ a BRACING HA5 BEEN INSTALLED. DO NOT DRILL OR GUT EXISTING JOISTS BEAMS, COLUMNS OR OTHER STRUCTURAL 1q. SAND AGGREGATE: ASTM C bql. COLOR FOR JOB-MIXED FINISH GOATS: WHITE. I -'-'-'�'-'-'-'-'-'-':'-'-'-'-'-' ''- V• ` O ELEMENTS UNLESS SPECIFICALLY INDICATED. 20. READY-MIXED, FINISH-GOAT PLASTER: MILL-MIXED PORTLAND CEMENT,AGGREGATES, COLORING AGENTS,AND I :::::::I::::::::::::-:::::::::::]:::: 2 I I I %A ,f1ni 3 TAKE NEGE55ARY PRECAUTIONS TO MINIMIZE DAMAGE TO EXISTING COMPONENTS AND FINI5HE5 TO REMAIN. PROPRIETARY INGREDIENTS. __ _ I V, U) E5 4 SALVAGE EXISTING MATERIALS WHIGH ARE TO BE REUSED IN THE NEW CONSTRUCTION. 21.ACRYLIC-BASED FINISH COATIN65: FACTORY-MIXED ACRYLIC-EMUL5ION COATING SYSTEMS, FORMULATED WITH I •'•'•'''•'''•'•'•'•::"�:::- I I 5 PROPERLY DISPOSE OF ALL REMOVED MATERIALS WHIGH WILL NOT BE REUSED IN THE NEW CONSTRUCTION. COLORFAST MINERAL PIGMENTS AND FINE AGGREGATES; FOR USE OVER PORTLAND CEMENT PLASTER BASE I ':'�'-'-'' ' '' '' '' .. . .. .:-:-':•I-: I R 6 WHERE PORTIONS OF THE STRUCTURE HAVE BEEN EXPOSED TO THE ELEMENTS A5 A RESULT OF THE REQUIRED GOATS. INCLUDE MANUFACTURER'S RECOMMENDED PRIMERS AND SEALING TOPCOATS FOR ACRYLIC-BASED I -:::-:I:::::::::::::::::::: vA � DEMOLITION, THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION FROM THE WEATHER UNTIL THE FINISHES. . �. I iia O I -:-....-:-:-:::-:-:-:-_: -': 10477 MflnlflnIN STR. EXP05ED PORTIONS HAVE BEEN ENCL05ED BY THE NEW CONSTRUCTION. 22. BASE-GOAT MIX: COMPLY WITH ASTM G q26. . ' :f'.:* m I I I I :::::: :::::::::::::::::::.:.: 1 1 12 MACM PROPfRT. Z � W 1 PROTECT EXISTING SURFACES TO MINIMIZE REPAIR, GLEANING, AND REFINISHING. RESTORE SURFACES DISTURBED 23. JOB-MIXED FINISH GOAT: COMPLY WITH ASTM G q26. ::::::�:::: 1 * o O 9, 10497 MflniflnlTfl STR. [349 61 013] v o BY DEMOLITION TO ORIGINAL CONDITION AND PATCH SURFACES VISIBLE AFTER DEMOLITION TO MATCH ADJAGENT 24. FACTORY-PREPARED FINISH-GOAT MIXES: COMPLY WITH MANUFACTURER'5 WRITTEN INSTRUCTIONS. I :-:-::�------ ----:-: :-- G � _ fl I..- 11T PROPfRTY . �'-•-. -•-•]::-" I I FINISH CONDITIONS. 25. FIRE-RESISTANCE-RATED ASSEMBLIES: INSTALL GOMPONENTS ACCORDING TO REQUIREMENTS FOR DESIGN I : :;::1.:::::::::.:.....:•.-. 4 b EXISTING PLUMBING AND ELEGTRIGAL WORK THAT I5 TO BE ABANDONED SHALL BE GAPPED OFF WITHIN EXISTING DE5IGNATION5 FROM LISTING ORGANIZATION AND PUBLICATION INDICATED ON DRAWING5. [344 61-016] ':::::�I': 5,2„ I G 5 = " I I :'::::: :::.. -:' + >- O 6 WALL5 50 THAT FINISH SURFACE I5 SMOOTH AND UNINTERRUPTED.ABANDONED EXISTING PLUMBING AND 26. INSTALL METAL LATH AND ACCE55ORIE5 ACCORDING TO A5TM C 1063. 4 ' ' ]-" 18 1 - - a o ELECTRICAL IN CEILING SPACE SHALL BE REMOVED. 2T PARTITION FRAMING AND VERTICAL FURRING: INSTALL LATH. I :-:-:-:1-'.'-::::-:::: •••: 40 22 G a = I • • - 10487 Mflf17flf11Tfl STR. 11 I O a I ::::::::: :::::::.::::�:::: W = = 5ITE PLAN KEYNOT55 I ::::1:::: SORG PROPERTY 1 1 6� � 't � O � - - ❑1 AREA OF [N]ADDITION @LOWER LEVEL 13 [E] LANDSCAPE/GREEN SPACE I ::::: : :::::::::....:. 5 I '� C �O ❑2 AREA OF [N]ALTERATION @ LOWER LEVEL 14 15-5"WIDE PUE & PAE -NO WORK ' -•.."-"--:-:.j:.-. 1 q I I z � I ': :k-......%..... - I ❑3 AREA OF [N]ALTERATION @ UPPER LEVEL 15 [N] PERMEABLE PATHWAY I _ - I N I� = � 4 ADJACENT PROPERTY 16 [N]HIGH EFFICACY OUTDOOR WALL SCONCE -O.F. I I I O � � ❑ ❑ I -: - - 1 -::: ::: I - - - J ❑5 [E]TO REMAIN - NO WORK 11 [N] ENERGY STAR HEAT PUMP [CONDENSER]- O.F. ..::::::: ::::.. - :. - - - I :: ::': ::. ::::::::::: : ...-:-. ..-...-..-.-.-.".....-.-...-...-.-. . :I-:- I I I - - J L - _ - © PORTION OF [N] GOMPOSITE ASPHALT SHINGLE ROOF @ 4:12 PITCH 18 [E] ELECTRICAL METER- NO WORK " � ' I 1 0 I TO MATCH [E]- GLA55 "B" MIN. : �:- :----- 1 q [E] GAS METER- NO WORK -:- 13 :-:':-:-: I I I ❑1 [N]GLA55 "A" FIRE RE5I5TANT DECKING W/ 1xb IPE WOOD DECK ❑ I �- 1 1 20 SETBACK LINE[PER GITY RECORD] I ........ .........::. :::: I I DflTf: J ® [E] PARKING TANDEM _. _ - J 21 PROPERTY LINE [PER COUNTY RECORD] j I.- 12 8 S I r [E] FACE OF GONG. CURB - NO WORK _ _ - 12/11/2023 I 1 22 [E] CHAIN LINK GE -NO WORK - - - - - - - - _ - J I 1 10 [E]CURBGUT- NO WORK 2 - - - - - - - - 23 : 23: - - - _ - - - - 23 [E] PORTION OF NON-CONFORMING 30"HT. HORIZONTAL _ - _ 11 [E]GONG. DRIVEWAY- NO WORK WOOD SLAT FENCE TO BE REMOVED. - - - - 2 -': 20 _ :: 13- _ f DRIVfWflI - - - _ SCflLf: 3 1 12 [E]GONG. WALKWAY- NO WORK _ _ _ - - - - - - - - - - _ _ _ _ _ - = 11 - - - - - - - _ _ _ _ - - - o - - - _ _ _ L - _ - - - SIDE flRD 14 5' - - - _ 5EE PAGE J 5ITE PLAN LEGEND SIDI!WD - AREA OF [N]ADDITION @ LOWER LEVEL [SUBJECT PROPERTY] .. '' •.' '' ' q AR A F N A T RATI N W PP V T P P T 13 - 10 E O L E O LO ER& U ER LE EL SUBJEG RO ER [ ] [ Yl .i s StlffT: : :641_•. J AR A OF UBJ GT PROP RTY OW R& PP R V TOR MAIN E 5 E E L E U E LE EL E - 13 0 @ - :-r- =- : =: : :4::::- ADJACENT PROPERTY -.'__-:-:-:::-:--'-:--:-:-:-:-:-::-'--'-'-'-'-'-'- '- :-'. ............. . ® MflnlflnlTfl COURT Q [N] IPE WOOD DECK/LANDING @SUBJECT PROPERTY 1 1� AREA PLAN UPPER LEVEL- PROPOSED Q [N] PERVIOUS PAVERS @ REAR YARD [SUBJECT PROPERTY] Q 5ITE PLAN - PROPOSED A 1.2 SCALE: 1116" = 1'-0" 8 SCALE:3/32" = 1'-0" LANDSCAPE/GREEN AREA 14