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MUP 2004-494•FWANCE `? Rovw Code,,,/ oZ 41 City of La Quinta ° Community Development Department F 78-495 Calle Tampico �Fo 9w5w� La Quinta, California 92253 777-7125 FAX: ( 0 7 :;_12Jb ECEIVFT,u In JUN 18 2004 ' in 212004 OFFICE USE ONLY Case No. M(A P o4 - `fi Date Recvd. (v (s 0 Fee: -47-IS Related Apps.: Logged in by: AMEN, :ITY q f LA QUINTA LIGATION FOR MINOR USEAPPROVAL MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT y," (Print) MAILING ADDRESSB2)Bo jdj4r*W TjZ&n Cau,,6,• ue,,;jkaVone No. li:�3t CLQ CITY, STATE, ZIP: `-PGS[ Vn `D-eSeA (_!- Q ZZIdZ Fax No. i3_ f&64 PROPERTY OWNER (If different): XV-, 1rnV S T0b4e J-3/'�a �:/G. —2:2C g' (Print) f MAILING ADDRESS: 2 `7 0 5LO 7l �r1eo SPhone No. ';Lo -- CITY, STATE, ZIP: ILA�l K k ok !92:7-S3 Fax No. PROJECT LOCATION: • ,�� ,,,�— rf l � es iVa Z PROPOSED USE AND/OR CONSTRUCTION (Including operational information): v I -A W;-" �-�w. �3rtP_SrD �-��cc. 1r►1o��S �,e.ct��• ��—�. Ci�_�a��k�. � � � art � (attach sheets if needed*' LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.): ,Ax??V 646-r 146 - f Z-4 A18\Minor Use Permit SUBMISSION REQUIREMENTS• 2�,, Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). �l. F)w-(5rsets of plans on 8.'/z" x 11" sheet or folded down to 8'/z" x 11 ". I Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT—yj�v�Y (Please Print) SIGNATURE OF APPLICANT ADATE lv�lrj zf NAME OF PROPERTY OWNER y ) Yh Y S vj 1 (Please Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS.FOR DENYING APPLICATION. A18\Miwr Use Permit 0 PYLE CONTRACTORS/GENERAL ACCOUNT Q.6/1226 5692. (760) 836-0080 M. P DATE 44--489489 TOWN CTR WAY STE D PALM DESERT, CA 92260-2723] (. n PAY TO THE 0.1 .l `1 b (:(� �.f/ i 1� $ 7s ORDER OF �Y . __rr � %� ` W Conmlre Saaulry -9—\/-e-4 V�9. �Tl V DOLLARS Ll ea 0oau BANK OF AMERICA, N.A. COUNTRY CLUB/MONTEREY - 73101 COUNTRY CLUB DR PALM DESERT CA 760340-1867 _ lyp FOR - , " i.NM 956.]560 W Ww.theCkOollery.tom PRINTED ON RECYCLED PAPER USING VEGETABLE-BASED In �- �� � I-& -� "e VA 2�- C� � -,^ � ,C. v �s u Y. Ac- \ 73- . `? ". , F - O r 01- %� `V\. s \- Li \ \I-- -,.,a -j ,� $ T/T:d 998T9E809ZT:Ol :140ad d":2T t7002-ET-Nnf =METROS O N P R O P E R T Y P ROF I L E_ Riverside (CA) **************************************************************************************** Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. * * * * <<< OWNERSHIP INFORMATION >>> * * * * Parcel Number :646 160 024 S: T: R: Q: * Ref Parcel # :000 000 000 Pos Interest: * Owner Name :Roberts Lenore L * * CoOwner *. * Site Address :78120 San Timoteo St La Quinta 92253 * Mail Address :PO Box 581 Medina Wa 98039 * Telephone :Owner: Tenant: * * * * <<< SALES AND LOAN INFORMATION >>> * * * Transferred :02/29/1996 Loan Amount * Document # :72037 Lender' * Sale Price Loan Type * Deed Type :Quit Claim Interest Rate * Owned :100 Vesting Type :Sole And Separ * * * * * * <<< ASSESSMENT AND TAX INFORMATION >>> * * * * Land :$366,287 Exempt Type * Structure :$671,533 Exempt Amount * Other Tax Rate Area :20-002 * Total :$1,037,820 Taxes :$11,785.26 * Improved :65 * * * * <<< PROPERTY DESCRIPTION >>> * * * * Map Grid :849 F5 * Census :Tract:451.11 Block:l * Land Use :RO1 Res,Single Family Residences * Legal :LOT 24 MB 038/026 LA QUINTA GOLF * :ESTATES 2 * * Sub/Plat :La Quinta Golf Estates 2 * Book :38 Page:26 * * * * <<< PROPERTY CHARACTERISTICS >>> * * * * Bedrooms :3 Stories :1 YearBuilt:1980 AgPreserve * BathFull :1 Units :1 MiscImprv:No * Bath3Qtr :2 Bldg SgFt:3,394 Street :Paved ADDITIONAL * BathHalf :1 Gar SgFt :624 Waterfrnt: * Fireplce :Yes Gar Type :Attached Elect Svc:Undergrnd RmAddtns :Yes * Cntrl Ht :Yes Lot Acres:.38 Gas Svc :Developed RmAddSF * Cntr1A/C :Yes Lot SgFt :16,552 WaterSrce:Developed AddGarType * Pool :Yes Roof Type:Tile SewerType:None OthrPkng * * **************************************************************************************** Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. P.O. Boa 1504- 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 June 23, 2004 Mr. Arthur B. Pyle Pyle Contractors 78-120 San Timoteo .Street La Quinta, CA 92253 SUBJECT: MINOR USE PERMIT 2004-494 (GUEST HOUSE) Dear Mr. Pyle: (760) 777-7000 FAX (760) 77 7-71 01 The Community Development Department has reviewed your request to establish a guest house at 78-120 San Timoteo Street (La Quinta Golf Estates) and has approved your request subject to the following conditions: 1. Only one guesthouse may be established per lot, in addition to the primary residence. 2. The guesthouse shall be architecturally compatible with the main residence on the property. 3. The .height of the guesthouse shall not exceed seventeen feet in height and not be more than one story. 4. The floor area of -the guesthouse shall not exceed thirty percent of the existing living area of the primary residence and not result in violation of the lot coverage maximum. 5. There shall be no kitchen or cooking facilities within the guesthouse. 6. The guest house shall be used only by the occupants of the main residence, their non-paying guests, or domestic employees. 7. The guesthouse shall not be rented or otherwise occupied separately from the main residence. ,4 Mr. Ptyle Page 2 8. The guesthouse shall be hooked. up to the existing sewage disposal system for the property. 9. The City may elect to. add Conditions to this application request to mitigate any problems that arise not previously addressed herein. This decision may be appealed to the Planning Commission by anyone provided they submit the necessary paperwork and filing fee of $175.00 with this office within 15 days of approval of this permit. Should you have any questions please contact me at (760) 777-7068. Sincerely, JERRY HERMAN COMMUNITY DEVELOPMENT DIRECTOR MARTIN MAGANA Associate Planner C: Building & Safety Department MUP 04-494 Pyle GOLF COURSE 1 rAws .crt Ar pop Pof� til/12 Srt/!l4 sc C. 3t, � .� R 74*- • • -, � ;. r*. •o. o � _:.d: \? 16 rxatrrs;eivsas drtr _ t str 7',5sl R. tt r JOESITE ' -. �acn. car i � � � �� roo' � • ! SLG... �a�Nil'►�.� ..... .� 711-11 :.it �.. AT7at; .. ,Ar` 6-31 + w r 0 07, (0) 09 (D /0 e .� I J t• J t T l t ` IP .r @ '� w - ' e .ea Ra ser • ' _ i� aeB..�aizS,zT w 004Wa G.;'t �SsWle rt+b.z ,ts =W_f+ APAP •wrarw.a• r•r+uarrw O.W rs • PARCEL MAP SITE PLAN REVISIONS __ BY. Lu W ca i ,`tt♦f` : l��j Q'� _ �t�2/1 a eAiw; Q` ..., a z i •a 4�_ ,• cu � �'�J i 1 �'tAs � +.. rat =:=i.i�.. p r ... t ii ii♦t k ,, 1 -' 7.a1 t a°o1 �'d Rg jV p /`Y � •'t ate- A ! fi::J"•SFR t'PT .T� PROJECT DATA w ..n•a+t.yca=`IS►:7 i-�,•`•'�r••`••f�.+',r• ..4'fc. < „+• � 'Y• .•'•; :. < :' r'`� , ... . •�Qy..`'ter - • fti _,tit _ ....... LO _ U. ~ - :r,, .xaR 0;=.�AN �M �� :�%.w OWNERS ■ MR.. & MRS. JIM ROBERTS „;r..•..r. ,:.�, .,-_,:=:- 78-120S AN TIMOTEO ST. A } av�'`4 � ;: :- y�:? -�o� R to. LA QUINTI-' . CA 92253 [1,uw Q = o 0 .Y • ^. Q y! � ATA .y, c y O =' .17F I'll �4,_ off: •SAGcF3RL`SHi - (760) 5V4-537 a ' " _ i •v. a�a o4 ob L/t C 1 tr S13. -:•ate chi �41 ; zuaf" sarTLORLSi•1 ax w .0 c V m n -T r INr.4.:'_7 liiIEBTI[}... �R ..° Norat�o�w '•. °= t -i -`=W 'ti -`e �:.�r SAGUARO OR i / �/�) 1 +/�}�.•• J+ 7�/�{ / 38 ACRE y 2 m c W f df ..... _ js.. :� r�n:•:• '4 ra. ,r1„4,;CL SEAMA A LV { S:f�i.s ■ i 6T ! 'F4./ S■ FT. ■ _ M L 3 Q1 O O O wl =L s • f: 2. ; 2: e+AOfK►�w.L r 7E►7iMi w UAj� cpC�TA 'y C h ^ v . TENNIS RESORT '•�•CLtl8t1011Sc, �y+: ` �gywTA E4�• t ramfw m" CC gpENT a p -7' - ,... V'Gr•'z. , a \ °" ?flRtIGIzEE1:alE • ::::• �: • . Qos�•Ci • .:a _ It= w EXISTING RESIDENCE nA = R -�� ` ` s�.. _Ao w, °� LIVABLE : 3.314 Std. F T . o 0 saw, •� AVut �---�� :''...�• Qj'='i�l GARAGE . 524 SQ. F T . _- - ;::. �:_�;. �•�- -'Ls:r=,=-.�:1::� ::.-r:_ = NEW CART GARAGE . 12{) SQ. F T cc NEW GUEST HOUSE: 859 SQ. FT. to QUIlYia •` �. Q. y:._.._.. ...•' ,/ a Z .,,TU1fINGA NEW TO t AL a 4,917 SO. F i rLu rISIN CptlRSe'•"•d n d C _'�Iteia is r;•`• Lt Q N LZ 7A 0 1AMAin -• ' ;t: QR: d, z y r c 0 w A� < Awn COVERA..ter- ' Q d/ r t - c - 4 19 cage ' E7n4 � '� 4TAMPIC^_ • _ a y �.:-=� �'i• GUE+"T HOUSE • - .--.: MAX. SIZIE ALL OWED : 30 % OF 3,314 _ - 9Q4 SQ. I= i __ a _ • NOR 1 w MA- Sc BACKS REQUIRED: Z VICINI T �P FSO 29 -SIQE.:�10' r } MAX. HEIGHT U t z ALLOWED . 23 ZONING: R - [ s c: AP N #F . 846-180-024 W WLu Ln a . x Lu .10 to SHEL I INDEX 0 ,.Lu oil ..:.SHEET 1 SITE PLAN ° SHEET 2 .. FLOOR PLAN - - ROOF PLAN a . V SHEE T 3 : EXTERIOR ELEVATIONS 0N n ' rn - SHEET 4 CEILING/ LIGHTING PLAN y cl) � co ELEC / M EC H PLAN a coo) u) c IL ��rLl _ fill_ SHEET . 5 DIMENSION FLOOR PLAN a Z co uj Q � - — Y 0 O. - -SHEET 6:FOUNDATION PLAN --=W �" I=,Q - -:_ ----- ___ - ----ROOF FRAMING PLANcr } Lu - --- BUILDING SECTION W a F.. LL1 < L ■ Hwy — - _ SHEET 7 DETAILS _ - � 0 < O■ Z Si -IFFY 8 GcIVERAL NOTao y 2 C C1i I— O m r DE co G _ ° 0 J _ --- - Ao auj. CL\o lu a . as- .. z SITE PLAN NO TES V] m 1. EYIS'i NG ROLL CURBCL 2 EXISTING PASS AT GRADEU. = 3. EXISTING LAWN 0 1�co SCALE : 1/8" = V -O" - - - z - 4. EXISTING DRIVEWAYca Z 5. EXISTING 7-4" HIGH STUCCO WALL cc Lu 6. EXISTING POOL DECK ° _ U3 - UJ- < 2 ._ 7. DQSnNG RAISC'"7i. PLANTER. W a 8. EXISTING POOL a OR z 9. EXISTING POOL EQUIP. AREA> c Q _ to a y � a 10. EXISTING SPA � a z w uj ca 11. EXISTING ENTRY WALK- 2- ECISTING 160 DIA. STUCCO COLUMNS (8) < 3 . < o m 13. EXISTING WROUGHT IRON GATE a < QU. 14. EXISTING WROUGHT IRON FENCE . z {'1a■ a, a a Z L. I zto = a 4-z zv+ 15. EXISTING CART PATH Lu w U 16. EXISTING PATIO N 17. EQSTING PLANTE.RAT GRADE -eV>4- 18. NEIN EYfRY GATE z Lu 19. NE,N a HIGH STUCCO WALL 0 ri w 20. NEW 4`-0" HIGH�STUCCO WALL a CL 21. ^xE~N 16" DIA. STUCCO COLUMNS (4) v� TO MATCH E(ISTING � 22. NEW AIC CONDENSER ON CONC PAD DATE: rj _ q, 04 ' 23. NEW 400 AMP PANEL AT EXIS7G 200 AMP PANEL LOCATION o SCALE: N DTA 24: NEW 200 AMP SUBPANEL - DRAWN BY.- Y:SHEET SHEET � III SHEETS: F ATTIC VENT CALL CART.GARAGE : REQUIRED: 124 SQ. FT.. -150 =.8 X 144 = 115 SQ. IN. PROVIDED: 2 -18" DORMER VENTS 2 X 127 SQ. IN. = 254 SQ. IN. GUESTHOUSE : REQUIRED: 859 SQ. FT. 150 = 5.72 X 144 = 823 SQ. IN. _ PROVIDED: 3-18" DORMER VENTS 3 X 127 SQ. IN. = 381 SQ. IN. ROOF 4 - 12" X 12" FLAT ROOF VENTS MAIN P _ f6°Il�tl'E6R+gl. PAA N. . 4 X 120 SQ. IN. = 480 SQ. I.N. . R[CK a ROOF PLAN NOTES D"14 vorwmr TO MVE 1, NEIN CONC TILE ROOF TO MATCH SCIS T !NG -4: 12 SLUP 1- 2. NEIN STUCCO PARAPET zM OZ-09M� 3. NEW SCREENED ROOF VENT 4. NEW WOOD TRELUS 5. NEW STUCCO COLUMN BELOW + _ 3" Doi^�l5PCxJT ROOF 5HEATIN6 y \� 6. LINE OF EXTERIOR TO 6R .�+ WALL BELOW - - � ..i i0fit - i^- T. NEW HOT MOP ROOF -1/4 1 FT. SLOPEuj rn_ - � 8. NEW HOT MOP ROOF - 4:12 SLOPE - �� 9. NEW ROOF DRAIN AND OVERFLOW 3" DIA. 1 ROOF DRAIN " X Q) uj 10. NEW PLYWOOD CRICKET _ ! } - 11. 18" 1/2 ROUND DORMER VENT W! SCREEN W PAINT OUT ROOF TILE COLOR = --- -_ - 12. 12 X 12 FLAT ROOF VENT W/ SCREEN _ Nis CL Q 25 , _ NORTH�� �\ - - - - a ,LLj LIJ LO U3 - - - . N -- - --- - • - - - - ----=:__:___ BOOP-PLAN -.-�=----_ -_._ ._ .. . - _ - ---• ___^-___�=_�-�� �_ •. _ . _� ��_.-.__: _ . __ - ._ . __.. _-.! _-_ .. __ ...._. ...._. � _ � - --� � ��� __ . -- -- ----__ /"-) a _ _ _-- --SCALE 1114 -1--� / -- - - .... - __ _ _ - - - -- ... U � O f I ��0- z CD arZ Q co FLOOR PLAN NOTES Z> r C� . LA a W w J _ 1. EXISTING GARAGE - Z EXISTING CONC ENTRY WALK 3. RELOCATED ENTRY GATE , n y _ ` 4. EXISTING 16" DIA. STUCCO COLUMNS Z - - 2 5. NEW FAU y - 6. NEW WATER HEATER < 7. NEW .STUCCO COLUMNS TO MATCH EXISTING ti ! 8. NEIN WOOD'TRELLIS TO MATCH EXISTING 9 NEW T-0" X 8'-0" SLIDING GLASS DOOR a o� TEMPERED, DUAL GLAZED _ � � z , 10. NEW UNDERCOUNTER REFER Q ° vlp` tit G ....! u < �Q 1 11. NEW COUNTERTOP WITH CABINETS ABOVE a - 3 0CJ' 12- NEWSINKLu LLJ o V uj wui < G. 13. NEW VANITY TOPLU cn o o y E-. a 0 W 14. NEW TOWEL RACK y z - - < ¢ ~ / 15. TILE SHOWER z/LOO 16. NEW ROD AND SHELF w < � m w o n 17. NEW 2'-0" X5'-0" FIXED WINDOW IA. < o /m v 18. NEW 8'-T X T-0" GARAGE DOOR O 19. NEW Z -T X S-T;i OPERABLE WINDOW o Lu _ 20. NEW 3'-0" X Z -T OPERABLE WINDOW o �.0 O _ z o ALL WINDOWS SHALL BE DUAL GLAZED tu o _C ALL WINDOWS, DOORS SHALL BE TEMPERED 21. . NEW -0" X i'-0" OPERABL.W WINDOW Q ° E 'd WHERE REQUIRED BY CODE O. NE--• 2Z NEW Z-6" SOLID CORE DOOR c INSULATION NOTES N 23. NEW 2'-8" X 6'-8" SOLID COOR DOOR u WALLS: R-19 BATT INSULATION a .w CEILING: R-38 BATT INSULATION24. NEW LOUVERED DOOR 2'-6"X 6'-8" (a 25. LINE OF ROOF OVERHANG ABOVE ° - _ 26. FULLY TEMPERED SHOWER ENCLOSUREDATE' '�!- 1 . o4- UA 27. EXISTING 16'X T GARAGE DOOR TO REMAIN a _SCALE: A►5 NS D 28., NEW 4 X 4 STEEL COLUMN U DRAWN BY: - 29. NEW 8' X T GA %%r��, - .JOB:' GUEST HOUSE FLOOR PLAN - ,. ��SI'��`a � SHEET SCALE: 1/4"= 1'-011 a z < QR g SHEETS N Ok U 19 glum= O U v w v A _ n M O Q. Nn W C C U ry ry _ ,O R, m 7 h L G d 0 - nO. n�. n cc � V o CL a O U H • co W CD V1 � Z V 1, NEIN CONC TILE ROOF TO MATCH SCIS T !NG -4: 12 SLUP 1- 2. NEIN STUCCO PARAPET zM OZ-09M� 3. NEW SCREENED ROOF VENT 4. NEW WOOD TRELUS 5. NEW STUCCO COLUMN BELOW + _ 3" Doi^�l5PCxJT ROOF 5HEATIN6 y \� 6. LINE OF EXTERIOR TO 6R .�+ WALL BELOW - - � ..i i0fit - i^- T. NEW HOT MOP ROOF -1/4 1 FT. SLOPEuj rn_ - � 8. NEW HOT MOP ROOF - 4:12 SLOPE - �� 9. NEW ROOF DRAIN AND OVERFLOW 3" DIA. 1 ROOF DRAIN " X Q) uj 10. NEW PLYWOOD CRICKET _ ! } - 11. 18" 1/2 ROUND DORMER VENT W! SCREEN W PAINT OUT ROOF TILE COLOR = --- -_ - 12. 12 X 12 FLAT ROOF VENT W/ SCREEN _ Nis CL Q 25 , _ NORTH�� �\ - - - - a ,LLj LIJ LO U3 - - - . N -- - --- - • - - - - ----=:__:___ BOOP-PLAN -.-�=----_ -_._ ._ .. . - _ - ---• ___^-___�=_�-�� �_ •. _ . _� ��_.-.__: _ . __ - ._ . __.. _-.! _-_ .. __ ...._. ...._. � _ � - --� � ��� __ . -- -- ----__ /"-) a _ _ _-- --SCALE 1114 -1--� / -- - - .... - __ _ _ - - - -- ... U � O f I ��0- z CD arZ Q co FLOOR PLAN NOTES Z> r C� . LA a W w J _ 1. EXISTING GARAGE - Z EXISTING CONC ENTRY WALK 3. RELOCATED ENTRY GATE , n y _ ` 4. EXISTING 16" DIA. STUCCO COLUMNS Z - - 2 5. NEW FAU y - 6. NEW WATER HEATER < 7. NEW .STUCCO COLUMNS TO MATCH EXISTING ti ! 8. NEIN WOOD'TRELLIS TO MATCH EXISTING 9 NEW T-0" X 8'-0" SLIDING GLASS DOOR a o� TEMPERED, DUAL GLAZED _ � � z , 10. NEW UNDERCOUNTER REFER Q ° vlp` tit G ....! u < �Q 1 11. NEW COUNTERTOP WITH CABINETS ABOVE a - 3 0CJ' 12- NEWSINKLu LLJ o V uj wui < G. 13. NEW VANITY TOPLU cn o o y E-. a 0 W 14. NEW TOWEL RACK y z - - < ¢ ~ / 15. TILE SHOWER z/LOO 16. NEW ROD AND SHELF w < � m w o n 17. NEW 2'-0" X5'-0" FIXED WINDOW IA. < o /m v 18. NEW 8'-T X T-0" GARAGE DOOR O 19. NEW Z -T X S-T;i OPERABLE WINDOW o Lu _ 20. NEW 3'-0" X Z -T OPERABLE WINDOW o �.0 O _ z o ALL WINDOWS SHALL BE DUAL GLAZED tu o _C ALL WINDOWS, DOORS SHALL BE TEMPERED 21. . NEW -0" X i'-0" OPERABL.W WINDOW Q ° E 'd WHERE REQUIRED BY CODE O. NE--• 2Z NEW Z-6" SOLID CORE DOOR c INSULATION NOTES N 23. NEW 2'-8" X 6'-8" SOLID COOR DOOR u WALLS: R-19 BATT INSULATION a .w CEILING: R-38 BATT INSULATION24. NEW LOUVERED DOOR 2'-6"X 6'-8" (a 25. LINE OF ROOF OVERHANG ABOVE ° - _ 26. FULLY TEMPERED SHOWER ENCLOSUREDATE' '�!- 1 . o4- UA 27. EXISTING 16'X T GARAGE DOOR TO REMAIN a _SCALE: A►5 NS D 28., NEW 4 X 4 STEEL COLUMN U DRAWN BY: - 29. NEW 8' X T GA %%r��, - .JOB:' GUEST HOUSE FLOOR PLAN - ,. ��SI'��`a � SHEET SCALE: 1/4"= 1'-011 a z < QR g SHEETS 0 a REVISIONS By ID Q • YJ . W i . m - I RIGHT SIDE } a - wr uj G C ' w O G m - = Lu i Ll 2 L _ i W Lu co Q + I I I 1 IIL FA 06, . t -- -- - - 1 6--Z; z Lu a . 0 ; REAR Lo 0 O y -- Es iG GARAGE �; _ ___ __-_ -���_ _ r �- __ _. _ w_ ...--- - -- _ .� �Azlov=n�o��s 1.�U. z .. SCALE 1/4" — � `-01, p 1. F.: (ISTING GARAGE " � 0 Lu 2 EXISTING 16' GARAGE DOOR i' c) 12 3. NE 8'-0" GARAGE DOOR i c • T L 4. NEW PAINTED STEEL TUBE COLUMN m co --� = 5. NEW CONC TILE ROOF TO MATCH EXISTING W C 6. NEW STUCCO PARAPET M Lw 1p_ 7. NEIN 4'-0" HIGH STUCCO WALL . 8. NE'N 5'-0' HIGH STUCCO WALL r7 L 1 ' i 9. E(IS TING T-1" HIGH STUCCO WALL " - - 1 _ • 10. NEN 8'-0" X T-0" GARAGE DOOR + 11. RELOCATED ENTRY GATE , 0 12. FAU /WATER HEATER CLOSET ,� us 4 . l 13. NEN 16" DIA. STUCCO COLUMN TO MATCH ECI TING S •� •� _ �� 1$, NEN SLIDING GLASS DOOR TO MATC1 i EXISTINGLu � • a _.--i � j - Z(y S" i D C 15. N1=N WOOD TRELUS TO MATCH EXISTING M m sty 16. FULLY LOUVERED WOOD DOOR ° Z . 2? �so " 17. z' -s' x 5-0wINDOw U. o = ' 18. 2'-0" X 5'-0" FDC© WINDOW �, �'"" a = = Q w_ Lu esu= 19. 3'-0" X 2•-0" OPERABLE WINDOW j 3 Lu , m �' {� �°� 20. 2'-0" X 1'-0" OPERABLE WINDOW z a > o m N E � DOOR AT G AR � G � � � - 21. EXISTING STUCCO WALL T{� 8E REMOVED o I _ a 22, EXISTING GARAGE DOOR TO BE REMOVED S�>.�..E : 14,1= ,inn i ,, t� Z o ; ell ell ^ ' 23. NEW 4 X 12 BEAM - z Lu 24. EXISTING BEAM TO REMAIN b �-•� - 4 .orNQ25. NEW4 lu "X4"X318"TS COL c ~" h = = • {q tiv • n QLu $ O y • om 26. NEW 3X 3 X 18 PAD FOOTING I . WITH 4 - # 5 BARS EA. WAY BOTTOM u II 27, EXISTING GARAGE FOOTING • « 12" X 18" DEEP. WITH 3 - # 4 TOP AND BOT $ ua .. i _uj • n `Il t DATE-.. `� • D -7N IK x SCALE+•S ` DRAWN BY: tu a JOB: m QQgpFSaQRt v a. _. .... ..^r. i SHEET FRONT ELEVATION n , OF Pj :,.� . SHEETS • SCALE . 114 = 1-0 . lux Of U •� va =%a Ch �+nV n qn • 10 C M to eq 7 e� m D Q3 C OOp^ wl 5 � C VVI m to a E Lu RIGHT SIDE } a - wr uj G C ' w O G m - = Lu i Ll 2 L _ i W Lu co Q + I I I 1 IIL FA 06, . t -- -- - - 1 6--Z; z Lu a . 0 ; REAR Lo 0 O y -- Es iG GARAGE �; _ ___ __-_ -���_ _ r �- __ _. _ w_ ...--- - -- _ .� �Azlov=n�o��s 1.�U. z .. SCALE 1/4" — � `-01, p 1. F.: (ISTING GARAGE " � 0 Lu 2 EXISTING 16' GARAGE DOOR i' c) 12 3. NE 8'-0" GARAGE DOOR i c • T L 4. NEW PAINTED STEEL TUBE COLUMN m co --� = 5. NEW CONC TILE ROOF TO MATCH EXISTING W C 6. NEW STUCCO PARAPET M Lw 1p_ 7. NEIN 4'-0" HIGH STUCCO WALL . 8. NE'N 5'-0' HIGH STUCCO WALL r7 L 1 ' i 9. E(IS TING T-1" HIGH STUCCO WALL " - - 1 _ • 10. NEN 8'-0" X T-0" GARAGE DOOR + 11. RELOCATED ENTRY GATE , 0 12. FAU /WATER HEATER CLOSET ,� us 4 . l 13. NEN 16" DIA. STUCCO COLUMN TO MATCH ECI TING S •� •� _ �� 1$, NEN SLIDING GLASS DOOR TO MATC1 i EXISTINGLu � • a _.--i � j - Z(y S" i D C 15. N1=N WOOD TRELUS TO MATCH EXISTING M m sty 16. FULLY LOUVERED WOOD DOOR ° Z . 2? �so " 17. z' -s' x 5-0wINDOw U. o = ' 18. 2'-0" X 5'-0" FDC© WINDOW �, �'"" a = = Q w_ Lu esu= 19. 3'-0" X 2•-0" OPERABLE WINDOW j 3 Lu , m �' {� �°� 20. 2'-0" X 1'-0" OPERABLE WINDOW z a > o m N E � DOOR AT G AR � G � � � - 21. EXISTING STUCCO WALL T{� 8E REMOVED o I _ a 22, EXISTING GARAGE DOOR TO BE REMOVED S�>.�..E : 14,1= ,inn i ,, t� Z o ; ell ell ^ ' 23. NEW 4 X 12 BEAM - z Lu 24. EXISTING BEAM TO REMAIN b �-•� - 4 .orNQ25. NEW4 lu "X4"X318"TS COL c ~" h = = • {q tiv • n QLu $ O y • om 26. NEW 3X 3 X 18 PAD FOOTING I . WITH 4 - # 5 BARS EA. WAY BOTTOM u II 27, EXISTING GARAGE FOOTING • « 12" X 18" DEEP. WITH 3 - # 4 TOP AND BOT $ ua .. i _uj • n `Il t DATE-.. `� • D -7N IK x SCALE+•S ` DRAWN BY: tu a JOB: m QQgpFSaQRt v a. _. .... ..^r. i SHEET FRONT ELEVATION n , OF Pj :,.� . SHEETS • SCALE . 114 = 1-0 . lux Of Mandator} Measures Checklist: Residential (Page 2 of 2) RF -JR AWEV tw�^wA/MMJ, r,Lisa.r6r.rwwfawrrtrnrw.rtAYrrbmwla�arwron.� rrrrr.wa wMflawrrr+wbr.aarawYtrwrranwaw+..r W wra c..r.rm.� wrraw,bf YYaalrwar,r A ra�arr�a A rarwer wr rwrrrr Mrww-w rfrrwewawwt wra+nr aw+aelra b1w aawtler,ae„wr ESCR1PnOH tmcamn fJft4ewer p■■aarr 6e-rerwr wArmlapp■raar beA97RA DIFORCFJmtT Senn Cafddawfe• WataJta■tlne ald PhmttYrq syetan Meotaeix (md4n,■dJ t sea. 6TrYOn o"°' t i'olelae a.e wamoR.Tha.w Yerlw. lWeRornT]ey1141e1 _t _gam tw Erwk11N1 •-.•- Wem .--asp EuMtrReef FENEW"TtON LMarr rrww r.a..carr wl.r.rr AgYrr•rA to OCLlr1a r01, REVISIONS BY. Q 101 ti eY.M�a K Iawl raarrl r a setts rrr y r Rea r rr rwa,I r Sh YplNo YpyNo - arre 4.+�►.•rr.wrrR.rarrr.s,arar.uwaa.raw q.w Rae N22vx - - 6s' M ❑ ❑ aalrwrbawlr,rwirr4r1a.41,1R41a,r1atiLL ■Mrlrwlww4bwrwrwaw 19�1 �92�� 016 win _uvea ® ❑ ❑ 91 864 mauft«n Vie,?, a..r wwurrc w.wrrrrreraawaaawrwarrr•wt I,rrarraa■aa - ❑ ❑ ❑ ❑ rwrrrwawf•amarwae. »rrr_.rwr"w.rl-1rwr. a.r lrr El El 00 SINGLE POLE SWITCH „arlar,rr,ralrer 1Arlwaaawa.,w warwrralharr,weara war a,1.elaw, DIMMER SWITCH ❑❑ 1:1 11 P. ■rrw w1■...aarf prr,• r r Ira r rr.w lr,r. m+.r.■f aarrr era. 130 ❑ ❑ A, wrr rr wn Ae rrr r lrr, as wr r r r rrw,.rrl waww w *. b"M c ❑ ❑ ❑ ❑ ta`r rwr glrwew ewr awew .ri Dw1 rrr rw/1w r wma 111rrr ar 1r r M �fe.aP e.l er L ellwwr r as tea.. w b o.war w r A 1,ea U in x diM r raver ver gw.war,aaa•RrA ear A r ver a.1 -w e.lt,arararar - • ver save rww sues ■ on Yurrawrawwn,w r�rrwlrra 4 Fr.ri orae nwlrawr rwwalrYwwa z • z 0 a Darr w1aYAw nw+. aw,rr srrar leave hr,a,wwws,l4vw.ory.aewwla r*.wM grrrawwa Certificate of Compliance: Residential Part 1 oil CF -1R L Ise r `.11r. Yrrw aver r wa1w1 Yaw aYwF,cllwa ra Y w w.y4 rrti . wwr n aaulawaw wt r r nt ary r A 114.Ys Ywra1 rrr� r vete rr r star r.r.rw+r,a.w.l.rar wlww arwaL,rlla��. rwr ewsnarrw 2 1w.ra w1 r ward . raw r wwr .. • w■'e r11 Y are arla-n w w1a11, wolves m-'a"_Tlmoteo Street -1, 9WD W rw ar arrw s era.w.rwrA.wll■ e�e■P.1111■. insu-f"rtn ins 078 81 3 24-21148 ❑ If wraa.,r+es1+...rEaelwa _� _.�... I.Mrllarnrlftiti W,.b'.nMMw\'tiraapwlwwaA br'itllaRa.raY4arrr�a ora a o z IrrywwaaL GcmpmerPerformance t5 rrr eaa► � a a1� r,rlrr we. r,r r 1Ya 4lraaw r r tiw tr tits rr, wwr tr _neve ewY r nrno Ce■ia■wY/rwlbO Padiwpa or C•rnpraaq 091141.21.,1 Grulrlllaru AM" U -DIM a rlrrral.ra.rlwrrrrrtruw.ar. r.a ...... . G&tERAI.INFDti111Ai10N Z r arrglr.rwerwrr wlrarrAarr.w rwlrat. � . TOW Canmdoned Ar�AnW 859>ZZ Average COMM Heght 9 8 R '.. ® Iflaowarawl.rtw.ra rwRa.,.Y.1...-.r.wr..,.rl.a=w e.rr -� Stab TeiAl Cmdeafed Blah fveee _ 859 }� miwragrw�NaRK■rewa rw,Y4Yre.wwwtanl r•.bli 1a MN CI 1+4tncbaRrr 1rw.wr.rwt.- Q Liphtlng Measures • FarFafft3y 8etactled ❑ Addlticm ❑ SLft&FwWyAd d1,d ❑.6detfnpeu3ft H J ❑ 11mRjb 11.`rwraa..r prwgrwnar.irwr.w awlrrery arr..vrtrrlwn - 0 MAII.F.Uy ❑6d1tln Phm Adlld. - wwrlrwarllawL lhalwa,lr4wapnaa rr.eMMYwwawrlr,/mrYMY�■ welt 1..■ r r awaaaa O A w.f Q"leapozYw..n.r.wrrww..wrw++rrwrwrrYYww.r+.i.rwar y A `- a ewwrbll s pelt rata, r b reww r b sew r w r A rarrrl Y A 1�eulalea Un lte: _ 1.80 laaar,l rebs 1� r ease, erYa ■ar w IC p�-,mww.l wwwrr. N/nO Number of Stance ORAIWq� ai era..w■+ �r,r�•>ef aew,er. r,wsrlf Mandatory Measures Checklist: Residential (Page 1 of 2) MF -111 ROTE irwr iMEw■rrf6'St!f�rlOArbnd•YIrAtRarr.�.nww.AwpbrdAII�MIrppC,a■ 9A,skdf.,n wYYAwrr aO/w..l4w.Mbiw.®fartl •nLsmrW. eros+ wcwma iMr,flr."di,Yaawwwab Aerrwmwrwr,,. rA.w.wrrarr e.rrwwgr wr.•aaarwmrrwrrrwaar,>�rrr...srr•aar ESCRfAnON AY,asrm rnwartirwe.teuaa.e®awY.ww"na oou�n aRt eomrr auIlding Em tiope Measum ®'f l e,(.T ,w,res w u wie Y.rr. ❑ fleotYx fawlwrrwwllawr.rrYYrrrwvrua ®'1110(ck Wr,R•lari.irarayYa.r w�rra4,ar.tft.rwhmrrfwalarr pe.l IrwObbrlrbinrwr} �•flsp>R 1r-rlwnrr leslrrre,hrmr rw.wwAra QNeopf er.pl rhaanrre.l.rr,eswr►w era a -,r a,erre,r-a r.r awr+w xe o.lr,ra IR i11R rwrwlwarrwbr,ew.e, Y.i,evar+r.rlrar +al4btpl.rn,h ® I11Lr1: rr'aal�alYlrlR elwtrGmrrrwal.,rs.r,caal,r L om.r.Y.Yw Yr.AlmdawawumrYradaa•'IrarrYriYr� x r...-1r�wear hwral M■Ywawl,Hr.a Yea r,wrwm,e.wsar,rrcw. r rrr.nts11r�4ria... eelaaaw, i arrwmarrrr.aaare.Ypehrps rwwrw warawr.rlt. ❑ /fml�vwr rirlaawwwrYOrrrlrar l•rr 110a,. . ItmlR elmrlrwtrn era.Ya1/ranmwryrntm tslAwcmverlma+rr.ra ❑ i1mt4 tnr■1lmrnaarw, orPrwaaArawwrc L wL 1, t111enr 1M Ylmrrti.b tar a 171r1gaga,r rf�lbr n aa+Y w,rr are _wave sr cerw arw. a.rorrfe.r zrr awwl.rew+awlrw r,..a Space conditioning, Water Heating and Plumbing System fifiansurm ® 11168 1N6C 1grprlwwrhlWarswlwsrrr�l.rrq bCaa-14a ® Neop¢Irley reremta rs msrral®aW,alAeli6E,pye}urAer� ® 11mp=■10rir.nrrwrgVrrblYa.vrrawagarlYra ❑ Ifmm Iter Tw h ww ba-a�PaarlwrearaaFjeppf�Jrlr-naArtwrr.rnaM.raafM M.11rw Ira1O.a rYr10 n.rr .W. 111Y1ww r a•/ a r ■- x Ar ■ rr r pYw _ever r wlr lAlr rMG laerv.sbwip arrlalr hrr {111 a parol 144ae1w,ytrdrYlYq�w1'M/Rq,.tr•raarkp,r{p awrllbLwMiraui 1aw/1rr rR1 t rAM'rlhrwrr-rr YeiMr,a. OMrr vrpw11pb11p1aW reeiw-wq .�,�rrl,arrAarra aaree.,rwppgerwesarplwr.,.rrx. a PS+1 Y-1,wyYawn law�,.rw r tnr.arolw+e► xl bFlewer l pft mn mta .W" Certificate of compliance: ResidentialPart 2 of 2 CF -IR Ira Mr2404 era, NYACSY3rEti4 rtwaYMrnrr�bw Garwr■Il,'waraawrrre lral,,,iwit h.rw•oMa.YaH.rre..a DW Tr' -1 E- Emcla Y Plpnpp� Themloew U=tlonl prip,otc) tAFUER15PF1iduc4, atlfc etc) Pt-Valye TYM Camn nts r ,ltme ra■tpt■rp avail,. °A� td>catlm Dfsl ThemlvSWl Loratlal/ °°°Q"P) ('A tattle. tri) R-Yafue TYo'■ Cantnslq WATER PXAMM13 SMEM "w t t TYPE Hea4r %eon S * Bt�ow = N9yR-q'asy S4sdbv Tr In uL (gal ETifcbency i�sal 1 R-vawa .. M1Jw err_ swe.0 r_ r.. --'PL ___■�_� 1 rwreaeww.w.p.rYe.rrrfww.prencm erglrebl.aru rrw Palswwwtrr.a Mwalrpr llws, h1■0aw rw4 star Wr1 ever_ rvul erewrwe.ln� era.1rRrr 1" Rarest rlbYgrarawr Q :brraseaparwahwwarw,r tw rAmlgeltlnry. REMARKS --• 7111 o■uea4armnYr.r enr'TVtL* q Fal ser wd Ywlwlleraploaolww nweae b ompr weh TH1M Paul nd 6 9 OftfIdl fur-nrR MIAWkinwr tM 9detbla0,r 1.0.wswta bYlarlwM ewn71ea0•SIC tNhAbarlAwWbyft n&Iidr wM - wwwlenoll-oeramr. n,. wrwrv,.aIAO mrm, .1 9*90ve «+o.e7xvlllpuharnaer-a�j wrC Caevl ver e'W,vitwwfgwf •PCaaaa NF3L9 nfr. Dafprr■r or li"n■r tee awlraa Pro-rlrwfadll DocwlrrtaValAW»r NIM w r Nano �laaf,.aw. Vali. - 6rev TlaalFTmc 1�Neea lne Addlvas Addm= 94sscenRe4 '��•--S�o��ra4: �.�y .CaawmwS,y ra ems lX•tic. 9; fi ne����20 - /ale 7elephan■:�maaaoltl ^ 75'�/r_�irJ StA i Aj if. l EnrorelmelrtAgufoy Nan■ TulwFlrrtK Addm= . Te(eplate: . _. al m5.w19e1 ty hfraw!}l16 raos. ._ � 0 Z 0 TCamapenent Type tYvafue tater garage. typceL etc) t sea. 6TrYOn o"°' t i'olelae a.e wamoR.Tha.w Yerlw. lWeRornT]ey1141e1 _t _gam tw Erwk11N1 •-.•- Wem .--asp EuMtrReef FENEW"TtON 3 D■Idns REVISIONS BY. 5 Sh YplNo YpyNo t.n wM �r : - Rae N22vx - - 6s' M ❑ ❑ Rk4 �� •.a.r1.e1 19�1 �92�� 016 win _uvea ® ❑ ❑ 91 864 mauft«n Vie,?, J TELEPHONE OUTLET ❑ ❑ ❑ ❑ CABLE TV OUTLET El El 00 SINGLE POLE SWITCH ❑ ❑ ❑ ❑ DIMMER SWITCH ❑❑ 1:1 11 O 130 ❑ ❑ W c ❑ ❑ ❑ ❑ C M �fe.aP e.l er L Sett 11 U in T �' - • Q z • z 0 Certificate of Compliance: Residential Part 1 oil CF -1R 1 ahens Guest House 5WO04 z w rrerea 7r- -ft 2 m-'a"_Tlmoteo Street -1, 9WD W Q e�e■P.1111■. insu-f"rtn ins 078 81 3 24-21148 u, _� _.�... n.ncTwnlrr»- ora a o z z GcmpmerPerformance t5 rrr eaa► � nrno Ce■ia■wY/rwlbO Padiwpa or C•rnpraaq 091141.21.,1 Grulrlllaru AM" U -DIM �_ ...... . G&tERAI.INFDti111Ai10N Z r . TOW Canmdoned Ar�AnW 859>ZZ Average COMM Heght 9 8 R _ -� Stab TeiAl Cmdeafed Blah fveee _ 859 }� OLL men eeJ ®Sfrtgf■ Q ' • FarFafft3y 8etactled ❑ Addlticm ❑ SLft&FwWyAd d1,d ❑.6detfnpeu3ft H J - 0 MAII.F.Uy ❑6d1tln Phm Adlld. - 2 Front oamwac88 d Floor Co- Type Slab Ft. y A h Un lte: _ 1.80 W N/nO Number of Stance ORAIWq� C a) N a rV a C% a - I.- s a- N 17 r Z oofca 0 Pratte Ae�bly l.ocablmlCarr■r1a1fA TCamapenent Type tYvafue tater garage. typceL etc) t sea. 6TrYOn o"°' t i'olelae a.e wamoR.Tha.w Yerlw. lWeRornT]ey1141e1 _t _gam tw Erwk11N1 •-.•- Wem .--asp EuMtrReef FENEW"TtON 3 D■Idns IPe OrlanWan Alva Faleasedal 6dmtr Ovattaq tilde Fina 5 Sh YplNo YpyNo t.n wM �r -�E■e 67 ❑ ❑ flip Rae N22vx - - 6s' M ❑ ❑ Rk4 �� •.a.r1.e1 19�1 �92�� 016 win _uvea ® ❑ ❑ 91 864 mauft«n Vie,?, �,�,� �Irl■Swee, ® ❑ ❑'0 TELEPHONE OUTLET ❑ ❑ ❑ ❑ CABLE TV OUTLET El El 00 SINGLE POLE SWITCH ❑ ❑ ❑ ❑ DIMMER SWITCH ❑❑ 1:1 11 O 130 ❑ ❑ ❑ ❑ ❑ ❑ c ❑ ❑ ❑ ❑ C C1 13 �fe.aP e.l er L Sett 11 0 C - ' dffl ]NG FAN m w 0 C V m v Its �L' (L M a1 0 0 0 CL HALF HOT OUTLET L 220 VOLT OUTLET r,r,r�� WEATHER PROOF OUTLET V TELEPHONE OUTLET CABLE TV OUTLET - SINGLE POLE SWITCH v DIMMER SWITCH ~ t O •N c VN C o- U Q - J CL • z 0 1 ca Cd w Q to ora a o z z � nrno 4 J E N'W CL 4 LU -� n w U. U,a. w .. y A h �J V tu F w a Uj O o 0 z w = - I.- Q. r Z �,■,rr j[ SL Z W z 93 Y Lo" O It V O R n O er .� a w . a ; - O-ELEC'/ MECH PLAN NOTES 1. FAU . 40 GAL WATER HEATER 3. 21/2 TON A1C CONDENSER SEE SITE PLAN FOR EXACT LOCATION 4. AIC DISCONNECT 5 200 AMP SUBPANEL THE FURNACE COMPARTMENT SHALL PROVIDE 6. PROVIDE SOFFIT AS REQ'D IN CLOSET 3 " MIN. CLEARANCE ON SIDES AND BACK AND 6" FOR A/C DUCT TO TOILET RM FROM THE FRONT OF THE EQUIPMENT TO THE 7, 18" HIGH PLYWOOD PLATFORM COMBUSTION AIR INTAKE PER UMC 321 COMBUSTION AIR INTO FURNACE ENCLOSURE 8. SECURELY'FASTEN FAU AND WATER SHALL HAVE 2 OPENINGS, EACH HAVING ONE HEATER IN PLACE - - - •- =--•= - SO. INCH PER 1000 BTUIH INPUT (100 SQ. IN. MIN.) 9. T! P RELIEF VALVE UNE TO EXTERIOR OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT SCREEN OF 1/4" MESHPER UMC CHAPTER 7 - 10. FULLY LOURVERE© DOOR WITH SCREEN BACKING - --- _ -- - - _. - - -- - - -- - ---.-----.-SEE ELEVATIONS - -- -- -- 0 - - - 11. COMB AIR VENTS SEE ELEVATIONS. �A A f61 . 10 m w fill Lr n 711 A�� I a 22 0 A 11 P G LCA � /L `T t �tTr c A fG I 1( (.1FG 1 001r- p FATEI 2'15 �M db 2�� t✓� L I L - z caf;51c�f�l G� Gilqp Q oriq_' 811 000 rl vp 0 c DUCT SIZES 1 CFM SHOWN IS PRELIMINARY MECHANICAL CONTRACTOR SHALL SIZE AND BALANCE SYSTEM PER LATEST EDITION OF UNIFORM MECH CODE SEE SITE PLAN FOR LOCATION OF NEW 400 AMP PANEL REPLACE EXISTING 200 AMP SERVICE WITH 400 AMP PANEL ELEC / MECH PLAN SCALE: 1/4"11_011 11 u i l- I y I it D• 51N I� t 9 it y n . � n 2_U • 5�lh j I - 4",a N N GC(f To I _wc C•o- WASTE IVENT- -ISO r_-- ELECh/ MECH SYMBOLS 0 LU AL. - w LU W } • rwr rn J rn W Oa -CEILING PLAN' -NOTES X 4�- m Uj 1. FLAT CEILING AT + 8'-0" .s 2 VAULTED CEILING 2-5:12 SLOPE - 3. 22"X 36" ATTIC ACCESS PANEL _ w CAI 4. UNE OF GARAGE DOOR ( OPEN) _ Z ave a 5. CLOSET SHELF BELOW a � 6. 14" DIA: SOLA -LITE SKYLIGHT ICBO # 5057 _ a • CV 7. SMOKE DETECTOR - HARDWIRE WITH BATTERY BACKUP z 8. CEILING FAN _ a - - a - cn 9. RECESSED INCANDESCENT LIGHT FIXTURE CCIn W UJ LIJ L / 10. SUPPLY AIR DIFFUSER z M 11, VAPOR PROOF FIXTURE 0 Q a C5 }- _ 12. EXHAUST FAN - W le- cc Q C/) Q LU13. SURFACE MOUNTED 1 X 4 2 LAMP J W - .-FLOURESCENT LIGHT FIXTURE D 0= L -14. -SURFACE MOUNTED -UTILITY LIGHT FIXTURE - ¢ LL' (f j Z Q w LLJ � o � a o z a i6Ni Z a CIE c Q N Z 4 J 0. W CEILING l LIGHTING PLAN SCALE: 1/411 = 1'-0'" I W - ' dffl ]NG FAN r--- SMOKE tiETECTOR 0 RECESSED CAN LIGHTS EXHAUST FAN Q -- 'J -BOX FOR SPECCALTY FIXTURE !-. EXTERIOR FXTURE _ - 120 VOLT.DUPLEX OUTLET 1 CL HALF HOT OUTLET 22 0 220 VOLT OUTLET W p WEATHER PROOF OUTLET V TELEPHONE OUTLET CABLE TV OUTLET - SINGLE POLE SWITCH n -I-- DIMMER SWITCH m -- THREE WAY SWITCH 1 X 4 - 2 LAMP FLOURESCENT-FIXTURE VN SUPPLY AIR DIFFUSER 0 LU AL. - w LU W } • rwr rn J rn W Oa -CEILING PLAN' -NOTES X 4�- m Uj 1. FLAT CEILING AT + 8'-0" .s 2 VAULTED CEILING 2-5:12 SLOPE - 3. 22"X 36" ATTIC ACCESS PANEL _ w CAI 4. UNE OF GARAGE DOOR ( OPEN) _ Z ave a 5. CLOSET SHELF BELOW a � 6. 14" DIA: SOLA -LITE SKYLIGHT ICBO # 5057 _ a • CV 7. SMOKE DETECTOR - HARDWIRE WITH BATTERY BACKUP z 8. CEILING FAN _ a - - a - cn 9. RECESSED INCANDESCENT LIGHT FIXTURE CCIn W UJ LIJ L / 10. SUPPLY AIR DIFFUSER z M 11, VAPOR PROOF FIXTURE 0 Q a C5 }- _ 12. EXHAUST FAN - W le- cc Q C/) Q LU13. SURFACE MOUNTED 1 X 4 2 LAMP J W - .-FLOURESCENT LIGHT FIXTURE D 0= L -14. -SURFACE MOUNTED -UTILITY LIGHT FIXTURE - ¢ LL' (f j Z Q w LLJ � o � a o z a i6Ni Z a CIE c Q N Z 4 J 0. W CEILING l LIGHTING PLAN SCALE: 1/411 = 1'-0'" I W a CL C Z - W � • z 0 1 w x W ora a o z w � nrno F N'W 4 n j- U. U,a. w .. y A �J V tu F w a Uj e o 0 z w = Q. r Z �,■,rr j[ SL Z W z 93 Y Lo" O It V O R n x +-r ti �7a z V �r. Q=r° O LUxp "zU W'z 0 ! a'� o Q Z ryaj W Q- �9 �j �.` to O ° LLI UU.1 U 0 z a �. 000�, is V �/ wN❑ �r 0 a,! W i= w p 0 ° w JLU 3i3mw z .. 0 F- U1 >= Q ti x w W m o i - z DATE: I -- CAP SCALE: A5 f UG o s -DRAWN BY: �C7. W LU 071- SHEET II 4 ca y: :5 SHEE�TS CL �1 Cn MIN I 5=6 y w I DIMENSION FLOOR PLAN i SCALE: 1/4 = 1'-0" ° ° c\j Z O z Ua �„ z - cr C/) (J) co Lo aL-LiLLJ N z co o }-- CV - ° o oF. <cr)- _ d } uj (r 0 a ac Lu v U <L.L.z—j< " <Q z Ll! a U) L f t 1 V J D s ° LJ y z c< ° od N F T z Q < CC oo a a W p F F^ ANN N W I. - LU W � g s Q Lu -+ REVISIONS =- :' ° = 'BY >jLU i�(� V n W W S O ��■■ c to r i . l > a x m = W � F 0 1 � � z m a 0 uul w Z a t�7 U z m < j O rN O 07 z O 4 z i ¢ o 2 F - O q= U a x 2 OUam LU 2 ti o z z m W w U 0 d w W N 0=a Qn W C? d wiz~ a - m W p C p 3 a <8 Y � F u O e O .W MR M NONNI w 2 O_ ° OEM F-_ U �w @ a w -fti mp N � 0%0 a ;5 tQ 79 rl ..-b 7-t < W r < rC U o o 'c o N N .- ,D m C H DO m m 7 n o Q1 CL � d p n ��10� a e _ N ��'� z 0 3 Q � Q U � ui E CL w ° ° c\j Z O z Ua �„ z - cr C/) (J) co Lo aL-LiLLJ N z co o }-- CV - ° o oF. <cr)- _ d } uj (r 0 a ac Lu v U <L.L.z—j< " <Q z Ll! a U) L f t 1 V J D s ° LJ y z c< ° od N F T z Q < CC oo a a W p F F^ wry N W I. - LU W � g s Q Lu -+ >jLU i�(� V n W W S O ��■■ c CL r i . l > a x m = W � F 0 1 � � z m a 0 uul O Z a t�7 U z < j O rN O z a < r UA 4 z i ¢ o F - O q= U a o 2 OUam z o ti o z z m LU U 0 d z W N 0=a Qn W 0 O w d wiz~ W m W p C p 3 a <8 Y � w u � e O .W Ix W w 2 ui ° OEM r = DATE:. w rn x SCALE: 'SS /J�reTJ o a DRAWN BY: JOE3:- Z SHFET Q A CL SHEETS t - Q -- SECTION NOTES 1. WOOD TRELLIS - MATCH EXISTING 2. Q -- SECTION NOTES 1. WOOD TRELLIS - MATCH EXISTING 2. SIMPSON CC COL CAP k 1:7- 23. 3. 16" DIA STUCCO COLUMN - MATCH EXISTING' ' 10 MIL VISQUEEN OVER 90% COMPACTED SOIL -S 2 4. SIMPSON U -HANGERS OVER 2" SAND OVER 10 MIL VISQUEEN OVER 90% COMP SOIL 5. 2 X S FASCIA BOARD - MATCH EXISTING 12" X 18" DEEP CONC FOOTING WITH 145 TOP & BOT 6. 2 X 6 AT 16" O.C. WITH R-19 BATT INSULATION . CONTINUOUS' 7. 10 71W EXTERIOR STUCCO OVER BLDG PAPER 5. 6 X 6 POST WITH SIMPSON CB66 POST BASE AND METAL LATH - MATCH EXISTING 4 X 4 POST WITH SIMPSON C844 POST BASE �!9 Ln 8. CONT. WEEP SREED 6i.`(3 n 9. CONC FLOOR SLAB z 10. 112" GYP BOARD CFJUNG - SMOOTH FINISH 11. R-38 BATT INSULATION _ Q -- ® 0 12 r CONC ROOF TILE - MATCH EXISTING 12" O.C. FIELD, PROVIDE 6 X 6 POST EA END OF �7Db'IE 13. 2 LAYERS 15# FELT '1 14. SCISSOR TRUSSES AT 24" O.C. Q---- SIMPSON STRONG WALL SW18X8 15. HOT MOP ROOF CLASS A ,DEEPEN FOOTING AS REQUIRED 16. BITUTHANE ROOFING AT PARAPET" .17. 2 X 4 AT I O.C. -PARAPET 18. 2X 12 ROOF JOISTS AT 24" O.C. . 19. 2X RIP STRIPS - SLOPE MIN. 114!'l FT WITH SIMPSON A-35 AT 18" O.C. nm0 A� f B-16: 4X6 ROOF SHEATHING: - 15132' OSB WITH 80 AT 6" O.C. EDGES, 12" O.C. FEILD ROOF FRAMING PLAN _ SCALE: 1/411 41' = 1 I -0i; '-O-FRA iVIING PLAN NATES -_- 1. OPEN WEB WOOD SCISSOR TRUSSES AT 24"_O.0 - -- - :z- � 2 ' FLAT BOTTOM GABLE TRUSSES AT 24" O.C. _ IA S. 2 X 12 ROOF JOISTS AT 24" O.C. - 4. 2 X 4 PARAPET AT + 12'-0" ABOVE FIN. FLOOR 5. 2 X 4 PARAPET AT + 10'-0" ABOVE FIN. FLOOR 6. 16" DIA. STUCCO COLUMN BELOW Z 7. WOOD TREWS - MATCH EXISTING 8. 6 X 6 POST WITH SIMPSON ECC COL CAP 9. -4 X 4 POST WITH SIMPSON CC COL CAP BELOW BEAM 10. RUFF SAWN 4 X S MATCH E<ISTING 11. RUFF SAWN 4 X 6 MATCH EXISTING 12- RUFF SAWN 2 X 2 LATTICE AT 8 " O.C. MATCH EXIS i ING 0- FOUNDATION PLAN NOTES 1. 4" THICK CONC FLOOR SLAB WITH 6X6-10110 WWM a 0 4 AT MIDSLAB, OVER 2" COMPACTED SAND OVER -- _ a 10 MIL VISQUEEN OVER 90% COMPACTED SOIL -S 2 4" THICK CONC GARAGE SLAB WITH 6X6-10110 WWM �4 q} OVER 2" SAND OVER 10 MIL VISQUEEN OVER 90% COMP SOIL 3. 12" X 18" DEEP CONC FOOTING WITH 145 TOP & BOT CONTINUOUS' 4, DROP SLAB 2" AT SHOWER 5. 6 X 6 POST WITH SIMPSON CB66 POST BASE 6. 4 X 4 POST WITH SIMPSON C844 POST BASE �!9 Ln 7. 30" X 30" X 18" DEEP PAD FOOTING WITH 345 BARS n EA. WAY BOTTOM (� z z SHEAR PANEL SCHEDULE Q -- 318 " CDX PLYWOOD WITH 8d AT 6" O.C. EDGES ` 12" O.C. FIELD, PROVIDE 6 X 6 POST EA END OF PANEL WITH SIMPSON HPAHD22 STRAP SEE PLAN FOR PANEL LENGTH Q---- SIMPSON STRONG WALL SW18X8 ,DEEPEN FOOTING AS REQUIRED FOR STAB BOLTS 0", [BUILDING SECTION _ SCALE : 318" = 1'-0" 1 4 o 11 Z� A -'i A- - LL .:.-,-.U II IL ! 11 FOUNDATION PLAN SCALE: 1/4" = 1'-O" - 2 z a 0 4 _ a REVISIONS = ' :=. 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SHEETS" t I O N ` REVISIONS _ BY 0 LU a z w LU r d < a a U a tu S .. n m LUcn c0,Oj _o Q < Q a� < C a O M r-fV N D em rn .Y n C_ wl c ,o to a �. ui nnn m Z• �' tA Q •� -Q .a � C � Q Q ca \\\VVVIII Z Q E w m '7 as ti Q h ti a Q• �o 19 18 16 a Z -Nd- N dl L,s, IjJ vfufw�hl� M r -M G��t U minnow o. c,__ 3� 5 - r�Eni3r'aNe ¢ _ ��, ��� fp.: Way �I•x _ a 7' COL- _ - I - W _ 2.x� y _ i. _ _ •_ _ _ ,� r !! 7r�,i 'dcco �� _�I�?FI• I p us Sl r1pz�GG x$ase 03, tri lol,: Go• Q Et r��1�Gt7- 3t.�'` x 12" xI2 00=,aC ' Z�c� E•Sm --'---- --- •- •. • - - UA M G+i �M t38D t ' . - Z �� 1�'lrL lds G _ ul 2�.6A• I••'ItN. �NG 'r�J55 -- us -49 - rN rpiJeL - , Iii a9. ! II !. t- _ _I�uD.G• wHere occurs j 3 . o _amu ,�P� _ - o O A C13 _ 15I f RX I-�G 6�'-Che �G,� 12. cn C — U) - — _ - -- fl WDWN _ - - -- - —� 7 m �-- C\! w O �-- -- - uj o 2*q• Face- 0. S p. C- --: - } - terra - - - _ o . �— U. + 12r 2x `f' jtol o. c. —.. �� °I • hHfp G U o ■'7 ¢ - --- � o Ul �• fig' � � f� LL! . D N• 2x �p rnp - - o � . z � i w7 c i or ru ns Ha 51, 3 _ N }-- '� 2 p e z 51 rZ P�IJ Z < PA.N-fid • ` L 00 rJsS _ �}. _ ��IL .. usn us uj C 13 ?PM 5ce 9-17 PM �, S� 3- Il�c� �• (�. - Tau 5�.� 5 •�!�'• 4 Go ,E Z x 1,2 G 2.• D• c. I, O 2x�.@:16�•c- 2x126 2�{ 0•C. ' 51�T�12-P�IeL 2 z 2.cG, G I��, o C -IMP uZlo N65 2,�c G�6 0. WHcC�—pc�>J�s o SiH['�N U2Cv t•�6�5 w Q Z X SU O y - » z r 7 a2 2 �a� hw Q c U. v z t2 • - 4 z ti 4 < fA w = S O Wa z - �-x�x��%iC40.C• 2L � 4- roev W�'iG['G Occ*{ S 'L or 2xa ���t" ©ccu rs - ( it GONG 5i.bi3 (�xL� - 10/I D W W 1"1 �T Ido 'MICK foto SLAP �x �i' �F 2X � �-( D.�• j� ,a � a I �•�'�0•C• W7 2''X2"K�l� i�j 9510 Q+� p '� W, 9510 � i I L. A. 51 � 7(� �G W Z V O w p Ili Vf "� �Pi SL�'"•� SQ. Wa.S�•tC S - r,rt �41X2'jll �4, I/Tbssi$ S y c z ? w x �c i, ----.---.x Si-Ap� Y4 e� Q `L7G Volo - - - 13 72 90LLIp-• LU I • _ uj J -� ,t _ W I� -�-•- _. _ V -2 S,�N#7_---- __.-. _ � �,j1 SAN � a o •: i • • ~ N �• • �# o MP,�s.C.�x� _.- _ • •-qo..�o--.r.�t�P,�`�b lb 11 GD#� o r 3 GGA. Id 1�it�. VlsGsilee� Gl,� Q DATA: 2 T - < �� - - - I _ .f ��� p - - v . 5 4 SALE: Qs — 9 I 12it TaP m 1W.2 tI !tee �p'`+r DRAWN BY. ea T_ I/ Ge►uT * 3 SHEET 4t= _. SHEETS" " LEAST E . . HVAC z a. - LUMBER & PLYWOOD CONCRETE . I GRADE & SIZE - . 29 DRYER DUCT SHALL HAVE A BACK. DRAFT DAMPER PER UMC 504.3 � . ALL STRUCTURAL LUMBER SHALL BE 545 DOUGLAS FIR OF THE FOLLOWING 10 AGGREGATES: 30 DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND GRADES UNLESS NOTED OTHERWISE: A. AGGREGATES SHALL NOT CONTAIN REACTIVE SUBSTANCES IN AMOUNTS THAT ARE DE-1ERMINE7 TO BE DELETERIOUS TC THE CQNCREM. VERTICAL LENGTH OF 14 F T, INCLUDING TWO 90 DEGREE ELBOWS. TWO STUDS, PLATES, AND BLOCKING .. .. .. ..STANDARD SAND �Dl�?EAR B. AGGREGATE SIZES SHALL CONFORM TO THE SPECIFICATIONS. FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO. w- JOISTS AND PLANKS 2" TO 4" WOE ANO. 6" NO, 2 c^ c C. COARSE AGGREGATE- SHALL CONSIST OF A CLEAN, HARD, FINE-GRAINED, ' 31 PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST PER UMC 504.3. 4X BEAMS, HEADERS, & STRINGERS . .... ... . ... NO. 1 BEAMS, HEADERS, & STRINGERS SX AND LARGER .... . . .. . . NO. i ( ) SOUND CRUSHED GRANITE OR LIMESTONE, AND/ OR WASHED GRAVEL AND SHALL BE FREE. OF OIL., ORGANIC MATTER OR OTHER DELETERIOUS THE PAD SUPPORTING THE CONDENSR OR COMPRESSOR FROM GROUND SHAL_ POSTS AND TIMBERS ...... . .......... .. . .. . .. . NO. 2 SUBSTANCES AS LIMITEBY TABLE NO.3 ASTM C33. BE NOT LESS THAN 3" ABOVE GRADE PER UMC 1105.2.1. I.- a w ALL LUMBER SHALL BE GRADE STAMPED B l AN APPROVED GRADING AGENCY. D. THE COARSE AGGREGATES SHALL NOT EXCEED 9.0 CUBIC FEET PER CUBIC YARD OF CONCRETE. 32 THE FURNACE COMPARTMENT SHALL PROVIDE 3' MINIMUM CLEARANCE ON GENERAL m. z i SIDE AND BACK AND 6" FROM THE FRONT OF THE EQUIPMENT TO THE 2 MOISTURE CONTENT: 11 ADMIXTURES: COMBUS TION AIR INTAKE PER UMC 321. MAXIMUM STORAGE COid TEN T SHALL NMT EXCEED 19q MOISTURE UNLESS NOTED - A. ADMIXTURES SHALL BE APPROVED BY THE ARCHITECT AND THE ENFORCE- 33 COMBUSTION AIR INTO FURNACE ENCLOSURE SHALL HAVE TWO OPENINGS, OTHERWISE. . MINT AGENCY. EACH HAVING ONE SQ. INCH PR 1000 BTU/H INPUT. (100 SQ. IN. MIN.). 3 PLYWOOD: B. ADMIXTURES CONTAINING CHLORIDE EONS NOT PERMITTED, OPENINGS SHALL BE COVERED WITH CORROSION -RESISTANT SCREEN OF 1/4" PLYWOOD SHOULD BE STRUCTURAL 1. OR CDX GRADE ( WITH EXTERIOR TYPE GLUE) C. ADMIXTURES TO REDUCE WATER CONTENT AND SHRINKAGE ARE ENCOURAGED. OU MESH PER UMC CHAPTER 7. AN❑ SHALL CONFORM TO PS -1-74. EACH SHST SHALL BE IDENTIFIED BY AACI D. PROVIDE CURING FOR ALL CONCRETE SLABS IN ACCORDANCE WITH 34 PROVIDE A WEATHERPROOF DISCONNECT FOR THE A/C UNIT AND w- Q REGISTERED STAMP OR BRAND OF THE A.P.A. ALL HORIZONTAL PLYWOOD SHALL 301 SEG 2.1 SUBMIT PROPOSED CURING METHODS FOR APPROVAL BY ARCHITECT. WEATHERPROOF RECEPTACLE WITHIN 25' OF THE UNIT PER U.M.C. 309. CONSISTENT WITH THE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR HAVE ALL. EDGES NAILED TO JOISTS, BLOCKS, NAIL.ERS S BEAMS. 3S A{R CONDITIONING EQUIPMENT SHAD_ NOT BE LOCATED IN SETBACK AREA. 12 MIX DESIGNS. V. < 4 PRESSURE TREATED WOOD: A. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED BY BUILDING CODES. REGULATIONS AND SAFTY REQUIREMENTS. = �"-' ALL W000 BEARING ON CONCRETE OR MASONRY Sr{ALL BE PRESSURE TREATED AND CONFORM TO THE REQUIREMENTS OF UBC SECTION 2505 FOR PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/ OR TRIAL DOUGLAS FIR ANO CONFORM TO U.B.C. STANDARD 25-12. MIXTURES. 2 5 BOLTS: • 13 CAST IN PLACE 1 ALL E30LTS BEARINGS ON WOOD SHALL HAVE STANDARD Cllr WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE REnGHTENEfD -CONCRETE: A. CONCRETE (145 PCF STONE, U.O.N.) PSI (MIN) ]i m I&M.5-MAIM-9 ___ ' PRIOR TO APPLICATION OF PLYWOOD, PLASit�i , ETC. FOUNDATIONS 2500 < - SLAEiS ON GRADE 2500 o E f �! ,'� D 4! 1 r'+ V iV B ! � G 6 HOLES: THAN THE 14 PUMPED. CONCRETE: . >> HOLES . FOR BOLTS SHALL BE BORED NO MORE THAN 1/16" LARGER WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM, THE MOST STRINGENT u NOMINAL BOLT DIAME_"TER. DRILL PILOT HOLES 3/16" SMALLER IN DIAMETER IF CCNC,'RETE IS PLACED BY THE PUMP METHOD, SUPPORTS SHALL BE PROVIDED z � c � 10 ry n a ^ ` THAN LAG BOLTS, FOR THE HOST=. THE HOSE SHALL NOT BE ALLOWED TO CONTACT THE I WATER PROOFING AT ALL SHOWERS TO BE DONE 3 REINFORCING. THIS REQUIREMENT IS MANDATORY. DISCHARGE SHALL BE <• ul BY ROOFING CONTRACTOR. 7 CUTTING: DIREC7ED SQ AS TO PREVENT DISPLACDMENT OF REINFORCING OR j - /� a a a n (L .= ,Q •.p. D1 •. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES. ETC. UNLESS SPECIALLY ACCESSORIES. 2 HOT MOPPED SHC�VlER PAN SHALL BE INSPECTED NOTED OR DETAILED. AND APPROVED IN WRITING BY THE ENG:NEErR. - z UPON COMPLETION OF HOT MOPPING AND SHALL ? . PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE STRUCTURE ° • BE FILLED WITH WA7=--i FOR INSPECTION. 8 BLOCKING: 15 ALL STEM WALLS TO SE 6' WIDE (U.O.N) & SHALL HAVE THE 3 PROVIDE AN A I IC ACCESS (22"X 30") WHERE ATTIC SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SAME FINISH FLOOR ELEVATION AS 1[AG'J FLOORS � � IS 30" OR MORE PER UBC I SUPPORTS AND AT 8'-O' O.C. MAX. 16 PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING ° C C 9 HARDWARE- CONCRETE. 4 USE WATER' RE.SIS-ANT GYP. BOARD IN TUB AND JOIST HANGERS AND OTHER CONNECTORS SHALL BE BY SIMPSON, SILVER TO PERMANENT STRUCTURE, v I AND SHOWER ARIA TO A HEIGHT OF 70" ABOVE DRAIN - INLET. PER UBC 807.1.3. OR EQUAL. 17 COMPRESIVE STRENGTH 2,500 PSI. MIN. AT 28 DAYS READY m _. z .� 0 10 NAILING:MIX CONCRETE: ASTM C94 (U.N.O.). 5 TILE LINED TDT- 85 & SHO.82. ERS' SHALL CONFORM WITH AMPO Ste.. 2.82 & 4.82. ' Sc. PLANS AND/OR SCHEDULES FOR NAILING OF VERTICAL AND HORIZONTAL 18 ALL COLUMN BASES, COLUMN BOLTING. HOLDOWN STRAPS N g• - ' SHEATHING (SHEAR PANELS AND DIAPHRAGMS). INSTALLATION OF VERTICAL AND HOLDOWN BOLTS, CRITICAL TO THE STRUCTURAL INTEGRITY 6 WATER HEATER SHALL BE PROVIDED WITH A AND HORIZONTAL SHEATHING SHALL EVE NAILED AND INSPECTED PRIOR TO OF THE BUILDING, SHALL BEHELD IN PLACE BY MEANS OF P . TEMPERATURE AND PRESSURE RELIEF VALVE - - - COVERING. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE. INSTEAD OF USING TOE NAILS. TEMPLATES PRIOR TO:FOUNOATION INSPECTION. a,.. AND DRAIN LINE TO EXTEND TO THE OUTSIDE s PREDRILL FOR ALL NAILS god AND U ,Rr,R, . 19 PER UPC . NAILING SHALL BE IN ACCORDANCE WITH DETAILS AND NOTES. WHERE NOT PROVIDE MINIMUM 25 GAUGE GALVANIZED WEEP SCREED AT a :; OTHERWISE NOTE.' - FOUNDATION PLATE LINE. UBC 4765(e). WEEP SCREED SHALL 7 WATER HEATER Sri ALL BE SECURELY FAS I CNED ALL NAIL S SHALL CONFORM IN DIAMETR (WRE GAUGE) AND PENETRATION ' BE A MINIMUM OF 44ABOVE ADJACENT GRADE AND 2 -ABOVE . z' IN PLACE' TO PREVENT HORIZONTAL DISPLACEMENT s TO THE MINIMUM FOR "COMMON" NAILS AS SHOWN BY THE LOWER HALF OF _ ADJACENT FLATWORK. - PER UPC . -TABU 23 -I -G 1997 UHC CODE. - - . _ - $ NO 'BOX" NAILS SHAD. BE PERMITTED N THIS JOEi. - _ 20 ALL HOSE 1318S SHALL BE PROVIDED WITH AN APPROVE NON - 8 WATER HEATER LOCATED 1N GARAGE SHALL BE A MINIMUM 11 SILL • PLATES• REMOVABLE BACK FLOW PREVENTION DEVICE PER UPC ' off; i8" ABOVE THE FLOOR LEVEL PER UPC �I SECTION 1003. SILL PLATES OF ALL INTERIOR STUD WALLS SHALL BE ANCHORED WIiI-I 7%32" D - ' 9FIXTURES HAVING CONCEALED SLIP JOINT 4 3 1/4" PINS 0 24" O.C. MAX, UNLESS OTHERWISE NOTED. 21 ALL SILL BOLTING SHALL BE 5/8" 0" A.B. (48" O.C.) (MAX) (U.N.O.) <... CONNECTIONS SHALL BE PROVIDED WITH AN ' WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AF TER ' "" M ; ACCESS PANEL. OR .UTILITY SPACE AT LEAST 12 SPLICE 22 ALL ANCHOR BITS SHALL HAVE 2" X 2" X 3/16" PL WASHER z o 12"X12" PER UPC . =' LAP ALL PLATE SPLICES NOT LESS THAN 4'-0". . INSTALLED BETWE',.N WOOD & AB. NUT. . 10 WHERE ANY 2" VENT RUNS HORIZONTALLY Wit" 23 2 - ANCH. BOLT/ FASTENER MIN. PER SILL PL MEMBER. < THROUGH WALL STUDS, THEE MINIMUM STUD SIZE OF 2X6 SHALL BE USED FOR THAT - .. 24 DEFORMED RENF, SHALL BE ASTM A615, A616, A$17. -. '" PLUMBING WALL,. - � •~ 25 ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE. . - 11 -PROVIDE A 1 3/'$" THICK MINIMUM, SOLID CORE26 . ' PROVIDE TREATED SILL PLATE OR VAPOR BARRIER . DOGR WITH SE! CLOSER AT SEPARATION WALL _ UNDER ALL COLUMNS PER BLDG. DEPT. ' cii i J EETVVE-cN G. RAGE AND RESIDENCE PER UBC EC SECTION 503(d) EX.3. - - 27 HOLD DOWN ANCHORS MUST IED IN PLACE PRIOR TO FOUNDATION el; T yam.' t INSPECTION. SECTION _ 12 DRYER DUCT TO BE SMOOTH METAL AND SHALL. �.. B. PROVIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. - HAVE. A BACK DRAFT DAMPER PER UMC . - - GOVERNING coDE�' - . 13 ALL INSULATION MATERIALS SHALL HAVE A FLAME - _ A. UNIFORM BUILDINGCODE1997 & ORDINANCE 457 OF RIVERSIDE COUNTY In, SPREAD RATING NOT TO EXCEED 25 AND A SMOKE - r HVAC B. DESIGN LOADS }, .DENSITY NOT TO EXCEED 450. 1. ROOF L'1VE LOAD = 20 PSF a I4PROVIDE FERE BLOCKING AT AL1. Ih�TERSE:.TIONS 8E T7NEEN CONCEALED. WALL AND HORIZONTAL 1 FURNISH AND INSTALL HEATING, VFNi1 VENTILATING AND AIR CONDITIONING CONCRETE MASONRY y SPACES SUCH AS SOFFITS, ROOFS OR CEILING SYSTEMS INDICATED AND IN ACCORDANCE WITH THE, FOLLOWING CRITERIA. 3. SEISMIC ZONE 4 Ca=0.40 Cv=0.50 Nc=1.0 Nw1.20 ' x i _ CSC 708.2.1. . 4. WIND ZONE 80 MPH ® EXPC W/ H = 20FL ` 15 -DRYER DUCTS SHALL NOT EXCEED A TOTAL COMBINED 2 PERMITS AND INSPECTIONS: SHALL BE OBTAINED BY IRIS CONTRACTOR AS I CONCRETE MASONRY: . HORIZONTAL AND VEF- AL LENGTH OF 14 FT. INCLUDING - ----- - - .- - . -- REQUIRED BY LIMITS OF THE WORK OF-Fi IED HEREIN AND BY APPLICABLEA. rm = 1500 PSL MINIMUM AND HIGHER OR SHOWN ON THE DRAWINGS. • 2 -SO DEGRz =! ELBOWS. TWO FESHALL BE DEDUC'TE'D I CODES AND REGULATIONS. ,AS B. GRADE N UNITS, CONFORMING TO ASTM 90, WITH MINIMUM STRENGTH OF a I. FOR EACH 90 DEGREE EL SOW IN EXCESS OF 2, 3 THE OWNER WILL PROVIDE ALIy INITIAL FORMS, DOCUMENTATION AND BLOCK TO BE DETERMINED 13Y REQUIRED F'm. ib Al! 'OR EQUAL" SUES TITUTLONS MUST E4 SUBMITTED : ' CALCULATIONS AIECESSARY FOR COMPI.I.::I^ TO THE "CALIFORNIA ENERGY .. C. PRO �DE NORMAL WEIG-iT UNITS FOR WALLS RETAINING EARTH & UNITS FOR SHEAR WALE,,. PROVIDE LIGHT WEIGHT UNITS AT ALL LOCATIONS. o I. AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR I c-- p CON,,; rcVATION SANDARDS FOR NEIN RESIDENTIAL BUILDINGS. THE O.YNER WILL SUBMIT DATA TO GOVRNING AGENCIES AND OBTAIN AP=ROVALS PRIOR D. GROUT 200 PSI MIN., AND HIGHER AS REQUIRED BY SPECIFIED rm: EXAMINE DETAILS AND SCHEDULES. GROUT ALL CELLS. U.N.O. - - -�� TO INSTALLATION OF THE ITEM. . . ----- ---- ----=----------- .----. - -----TO- START OF CONS TRUC110N. THIS CONTRACTOR SHALL BE DULY LICJVSM . E - MORTAR TYPE M,:MINIMUM. OR STRONGER AS REQUIRED TO MEET STRENGTH OR REGISTERED UNDER THE CALIFORNIA BUSINESS AND PROFESSIONS CODE CRITERIA. . . ----------- ---.17 -PROVIDE NON -REMOVABLE BACK FLOW PREVENTION `- - _ ,' AND AUTHORIZED THEREBY TO ACT. ANY -MODIFICATIONS TO THE'ENERGY F. SEE NOTE 2 BELOW FOR TESTING REQUIRED TO ESTABLISH rm. z •. DEVICE ON ALL EXTERIOR HOSE BIBS. CPC 603.0 AND . FCRMS SHALL REQUIRE PREPARATION OF DATA, RE -SUBMITTAL AND RE-- G. MINIMUM CMU REINFORCING, UON: 603.1. APPROVAL OF GOVERNING AGENCIES BY THIS CONTRACTOR WITHOUT I � � P ® 16' VERT., #4 @ 16" HORIZ, 246 MIN. EACH HEAD, JAMB AND CORNER, � 18 FIXED APPUANC"•_S SHALL BE SECURELY FAST -OND IN PLACE.: ADDITIONAL COST TO THE OWNER. SEE TYPICAL DETAILS. VERTICAL BARS MAY NOT BE SPLICED EXCEPT - CMC 304.4. 4 THIS CONTRACTOR SHALL DETERMINE ALL SIZES OF DUCT WORK, SUPPLY AND TO FOOTING DOWELS. I9 PROVIDE 1 HR. ASSEMBLY FOR GARAGE CEILINGS WHERE RELEM -URN AIR REGISTERS SHOWN ON THE DRAWINGS. THIS CONTRACTOR SHALL .. 2 TES TING' , a GARAGE TRUSSES ARE PERPENDICULAR AND BEAR ON THE L ALSO VERIFY SIZES AND CAPACITIES OF THE SPECIFIED H.V.A.C. UNITS IN PROVIDE COMPLIANCE WITH rm PR UBC REQUIREMENTS FOR FULL ALLOWABLE <=' < HODS=/GARAGE WALL. WHEN CEILING IS USED AS PART OR COMPLIANCE WITH AL1 APPLCABLE CODES, REGULATIONS AND ARCHITECTURAL STRESSES IN ACCORDANCE WITH ONE OF THE FOLLOWING: MASONRY PRISM ASSFMSLY, FAS ENE .S ARE RE�.URED ON 15" CENTERS, AND. DESIGN DRAWINGS. TESTING OR MASONRY PRISM TEST RECORD OR UNIT STRENGTH METHOD. o � SUP=0RTING WALLS ST'ALE'S. S= OF ECUAL RAi1NG. TH- -CONT�ACTOrR ' SHALL PROVIDE ALL T-a=Ta AND RECORDS FOR METHOD CHOSEN. N. M . SHALL BE PER THE GYPSUM MANUAL OR 7-A 5 HEATING AND COOLING DESIIGIN LOADS SHALL BE DE -E MINED 1N ACCORDANCE 3 GROUT LIFTS: . z. C=6 704.1. -. WITH ONE OF THE PROMURES DESCRIBED IN THE L.ATI_ST EDITION OF THE ASHRAE WITH SUCH MINOR CHANGES DUE SOLELY -T0 FIELD CONDITIONS. 20' d HANCBCOK OF FUNDAMENTALS, CHAPTERS 21 AND 22, OR AN EQUIVALENT MASONRY UNITS SHALL BE LAID TO A MAXIMUM HEIGHT OF FIVE FiE=.T BEFORE . . NO COMBUSTIBLE MATERIALS SHALL BE LESS THAN 6" OF FIREPLACE OPENING. CBC 3102.7.8. COMPUTING PROCEDURE. NO CREDIT SHOULD BE GIVE! FOR THE FIREPLACE. GROUTING, HIGH LIFT GROUTING MAY NOT BE USED UNLESS CONTRACTOR SUBMITS PROPOSED ME -!i 10D AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY. 21 PROVIDE PROTECTION FOR F.A.Q. AND WATER HEATER IN 6 ALL WORK AND MATERIALS SHALL. BE IN FULL ACCORDANCE WITH THE LATE. RULES AND REGULATIONS OF THE SATE FIRE MARS. -RAL; THE SAFETY ORDERS 4 RE!NFORCCNG IN MASONRY: GARAGE FROM VEICHL- IMPAC,. CMC 304.9. OF THE DIVISION OF INDUS7nIAL SAFETY; THE NATIONAL EB.ECMI C CODE„ THE SF= SECTION BELOW. 22 " CLEARANCE PROVIDE 30 CL..ARANCc ABOVE RANGE TO UNPROTECTED UNIFORM MECHANICAL CODE -THE UNIFORM PLUMBING CODE, PUBLISHED BY THE ENGINEEE DO NOT CONS TSTUTE- AN OFFICIAL .INSPECTION, • 2. COMBUSTIBLE MATERIAL (1901) OR 24" -CLEARANCE ABOVE -wE=ir_RN PLUMBING OFFICIALS ASSOCIATIfDN, AND OTHER APPLICABLE STATE . . 0 RANGE OR OP ---q TOP ERO[L;.R WHEN Ef." IPP -0 WITEH MEAL Vi=�JTEL�TING HOOCS. C,.1C 906. ;, 9Cc".2 AND ?Ca.,.. LAYS OR REGULATIONS. NOTHING IN THE PIANS OR SPECIFECnT10NS IS 70 HE CC, IS ; rcU;D TO P;RMJT WO sK ,VDT C ;�tFvRMING TO THi=-_ CCDF.S. r- - I N FRO R C I N G B' "i S . .i . 23 PROVIDE; A 12" MIN ACCESS PANEL TO BATHTUB TRAP 7 CONTROLS: PROVIDE THEMOSTATS AND VARING WHICH WILL CONTROL BOTH . o' CONNECTION. CPC 405.2. HEATING AND AIR COINIDITICNING ECIUIPMENT, EACH HVAC SYSTEM SHALL BE ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER_: RESISTIVE BARRIER TO PROTECT THE INTERIOR 24 � Lj cn PROVIDED WITH AT LEAST CINE AUTOMATIC 1EMPE;ATuRE CONTROL DE�/ICE EOR - I R 'MAR GRADES: � RE REGULATOR FOR WATER Sw:RVICE PROVIDE PRESSURE WHERE PRESSURE EXCF-7S 80 PSI. CPC 60$.2. ' THE REGULATION OF T=EMPERATURE AS iREQUIRED, IN SECTION T-1503 (c) OF UNLESS NOTED OTHERWISE BELOW, ALL REINFORC:NG SIE- INCLUDING a' • --- TrE CALIFORNIA ADMINISTRATIVE CCP'DIF, FOUNDATIONS AND MASONRY SHALL BE NEIN STOCK DEFORMED BARS H O �°- ]„L 8 ATTIC VENTILATION PROVIDE? BY I LVAG PER UBC 1505.3 CONFCRMING TO ASTM A615 GRADE 60. SEE "WELDING & CUTTING" FOR BARS TO BE WELDED. a - 9 C-NOENSRS, EVAPORATOR COILS AND FURNACES TO MEET CA. TITLE 24 2 WELDED DED WIRE FABRIC: <. � O REOUIREMENTS SHOWN IN THE REPORT TAKEN FR0,M , THESE BLUEPRINTS. THAN THE DOOR THRESHOLD. 1004.9• w �•• __ _ ELECT m � .JAL 10 ALL SUPPLY AIR GRILLES TO HAVE OPPOSED -BLADE DAMPE=NS, WELOQ WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. ul = N� 11 ALL SIDE -WALL SUPPLY GRILLES TO HAVE ADJUSTABLE CURVED BLADE -3 3 DOWELING: 1 ELECTRICAL OUTLETS SHALL BE INSTALLED 12 ALL CEBLING SUPPLY GRILLES TO HAVE ADJUSTABLE CURVED .BLADES. ALL. WALLS SHALL BE DOWELED INTO FOOTINGS, OR SLABS -WITH BARS OF THE. SAME SIZE AND SPACING AS THE BARS ABOVE. UON. LAP 60 BAR Z. E•,,- r IN ACCORDANCE WITH NEC. ARTICLE 210-32 13 ALL RETURN AIR GRILLES TO HAVE BAR TYPE AIRFOIL BLADES.DIAMETERS MIN. . 0 F: VALUE AND DE -SIGN. 14 ALL EXPOS0 METAL AIR DUCTS MUST 6E INSULATED. 4 LAP SPLICES: 2 CONVENIENCE OUTLETS IN BATHRCOMS, i5 FURNACES MUST SEALZD TO PLATFORMS TO PREVENT AIR LEAKAGE A. DO NOT SPLICE. BARS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS z' - KITCHEN COUNTER TOPS OF THE �. „ AND AIR INFLTRATICN. OR APPRCV"ED BY THE STRUC'URAL ENGINEER. ---SSSS.---. <i.4 i KI TC11EN SINK OUTDOOF:S,AND IN GARAGES � . B. FOR CONCREim, PROVIDE LAPS PER GENERAL DETAILS, UON. . AND BASEMENTS (OTH--71 THAN FOR LAUNDRY 16 ALL GRILLS AND RE;S7EERS.WLI BE LOCATED AND COORDINATED WITH C. FOR CONCRETE MASONRY. PROVIDE 50 DIAMETER MINIMUM LAPS, UON. � AND SIMILAR EQUIPMENT) SHALL BE GFI THE OWNER OR ARCHITECT; D. LAPS IN HORIZONTAL BARS SHALL BE STAGGERED, PROTECTED PER NEC, ART 21O -B. 1 17 THERMOSTATS WILL COMPLY WITH CAL TITLE 24 REGULATIONS. 5 HOOKS AND BE cc 3 LIGHTING OUTLETS CONTROLLED BY A WALL 18 UP -DUX BOXES WILL EXTEND 2" MINIMUM ABOVE THE FINISH ATTIC INSULATION. HOOKS AND BAR BENDING DETAILS SHAL CONFORM TO UBC 1997 AND ACI 315. 2 SWITCH SHALL BE PROVIDED IN ull CIS ACCORDANCE Wlrri NEC ARTICLE 210-70 19 COMBUSTION AIR TO FURNACE CLOSETS FURNISHED BY G.C. 6 INSTALL AT10N: 4 LIGHT FIXTURES INSTAL+ FD IN CLOTHES 20 FURNACE EXHAUST VENTING ,MAY BE COMBINED PER 1997 UMC SECT. 809. A. PROVIDE TEMPLATES TO MAINTAIN SPEVFEED LOCATION OF DOWELS. . CLOSETS WILL COMPLY WITH NEC ART. 410-5 21 AIR DUCT LOSS NOT TOrEXCEM 12% TOTAL BLOWER PERFORMANCE 4.5 ETP. B. PROVIDE ACC_-SORIES TO MA NTAIN VERTICAL WALL BARS IN PLACE -MN In +. DURING POURING, SINGLE CUR VERTICAL BARS SHALL BE SECURED 5 ELECTRICAL SYSTEM GROUND TO BE 22 REFRIGERATION LINES 'TO BE TYPE *L' OR ACR COP°R. VAPOR UNE 'MLL HAVE . � WITH 1/4 INCH OF THE SPECIFIED LOCATION. SUPPORT SPACING FOR VERTICAL BARS SHALL NOT EX' Z D 100 BAR DIAME Tr �'_ PROVJDEI? PER NEC ARRC 250-80(S) A MINIMUM 3/8' FOAM CALL WALL INSULATION. - ---RS. ^�_- D. 11E ALL SUPPORTS, SPLICES AND AC„EESSORIES. . � AND 250-81 (C) 23 REFRIGERANT LINES PASSING UNDERGROUND NOT TO EXCEED E ALLBARS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT CF io w i- - _ _' . MANUFACTURER'S RECOMMENDATIONS. ANY CONCRETE. - 6 PROVIDE FAN FOR IN BATHROOMS ' ' '=y . A. ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY w c � VANITIES OR SEC. 1205(C) . 24 HEATING AND COCUNG EQUIPME14T LOCATED IN A GARAGE AND'14i;ICH GBERATES A GLOW, SPARK 7 CONCRETE PROTECTION OF REINFORCING BARS: 9011°` - OR FLA4E CAPABLE OF IGINITING FLAMMABLE VAPORS, SHALL BE INSTALLED} WITH THE PILOTS AND ' A. CAST IN PLACES CONCRETE. NON PRE -STRESSED, TRESSED: MIN. COVER 7 SMOKE DETECTORS SHALL 8E PROVIDE] PER BURNERS OR HEATING ELEMENTS AND S'141TCIES AT LEAST 18 ABOVE THE FLOOR LEVEL. CAST AGAINST .PERMANENTLY EXPOSED EARTH 3" x C.B.C. SEC. 310.9.1.4. EACH OE I~.`•_CTOR 25 ALL MECHANICAL EQUIPMENT SHALL BE SECURELY FASTENED IN PUCE FORME?, EXPOSED TO EARTH OR WEATHER: . w �-: SHALL BE PERMANENTLY YBRE-3 AND LOOPED 6 &LARGER 2" � •V'' AS ONE PER C.S.C. SEC. 3110.1.4. 26 A??UANCES INSTALLED IN GARAGES, 'NARtEHCUSES OR OTHER AREAS MERE THEY MAY BE 95 & SMALLER 1 1/2- R:1 PROVIDE BATTERY BACK-UPSUBJECT TO MECHANICAL IJAMAu SHALL SE SUITABLY GUAROE:D AGAINST SUCH DAMAGE BY NOT EXPOSED 70 EARTH OR WEATHER: i=-�`: k s 2 ?!^i EEING INSTALLED SEW4 PROTi:L1iVc BARRIERS OR BY BUNG E DATED OR LOCATED OUT OF THE ( SLABS, WALLS, JOISTS ) : 8 " PROVIDE" MIN. 24" SEPARATION FOP. 7 NORMAL PAiri OF VEHICLES. #14 & 18 1 1/2 " - OUTLETS AT OPPOSITE SIDES OF FIRE' WALL 27 A/C CONTRACTOR SHALL BE RESPONSIB.E FOR FlNAL DESIGN, SIZING AND BALANCING OF THE #11 &SMALLER 11, w _ PER U.B.C. SEC. 4301; (F). ;. SYSTEM. DUCT RUNS & SIZES SHOWN ARE PRELIMINARY OWL;'. A/C CONTRACTOR SHALL PERFORIL BEAMS & COLUMNS 1 1/2" ° I- , . 3 z w 5 �:• CALCULATIONS & FINAL DESIGN. A/C CONTRACTOR RTU. SHOP DERATE FURNACE HEATING BONNET - A. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN WALLS AND FOOTINGS 9 RESIDENCE SHALL BE PRE -WIRED CAPACITY AS REQUIRED. SHALL HAVE SURFACES RAKED AND ROUGHENED TO A MINIMUM OF 1/4" 3 ` FOR OPTIONAL INTERCOM SYSTEM AT ALL . . SEDROOMS,FROM ENTRY DOOR AND AT 28 A'l. AIR DUCTS PENEI"Ri ATENG �ARATION WALL OR CEILING BETYV> ,N GARAGE do 1PANG AREA _ . w1 ;: KITCHEN/ NOOK. - SHALL.. BE 26 GA. MIN. ON NCivfINAL 2X KEYS X 1/3 SLAB THICKNESS, CONTINUOUS. 10 RESIDENCE SHALL BE PRE -WIRED FOR '. . SEE DETAILS. C. ALL JOINTS NOTED ON THE DRAWINGS AS SUP JOINTS SHALL BEARING - OPTIONAL SECURITY SYS i c.M. . SURFACE TROWELLED SMOOTH AND COVERED WITH 16 GAUGE GALVANIZED 11 PROVIDE (2) MINIMUM SEPARATE 20 AMP. 'pt METAL SHEET FOLLOWED BY 2 LAYERS OF 6 MIL VISQUEEN. SUP JOINTS o � CIRCUITS TO KITCHEN APPLIANCES. . • 12 PROVIDE (1) MINIMUM SEPARATE 20 AMP. M 5 PIPES AND CONDUIT: a ZZ CIRCUITS TO LAUNDRY APPLIANCES. _` 'r `. FIFES AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL ELECTRICAL 13 ELECTRICAL CONTRACTOR TO FURNISH & INSTALL ALL LAMPS. 14 MOUNT CONVENIENCE RECEPTAC!.ES HORIZONTALLY WITH BOTTOM OF BOX 3'ABOV>r SLAB. 15 PROVIDE BELL COVERS FOR W.P. RECEPTACLES AND OTHER EXTERIOR DEVICES. 16 FURNISH AND INSTALL PIGTAILS FOR ALL APPLIANCES. . 17 ALL WIRING IN ATTIC TO REMAIN CLEAR OF SPACES AND RECEIVE INSULATION. 18 ALL CONVENIENCE OUTLETS TO BE ON G.F.I. SEPARATE FROM INTERIOR G.F.I. PROTECTED CIRCUITS. 19 EXTERIOR W.P. OUTLETS TO BE ON G.F.I. SEPARA ; c FROM INTERIOR G.F.I. PROTECTED CIRCUITS. . , 20 TYPICAL LIGHT SWITCH MOUNTING HEIGHT TO BE 37"ABOVE SLAB TO CENTER OF PLATE. 21 MOUNT SWITCHES AND CONVENIENCE OUTLETS AT KITCHEN, BATHF:OOMS, AND LAUNDRY ROOM COUNTERS HORIZONTALLY AT 40"ABOVE SLAB TO CENTER OF PLATE. 22 COAX CABLE FOR T.V. WIRING TO BE TIMES 2370 OR 2345. 23 LIGHT FIXTURES IN CLOSETS SMALL CONFIRM TO NEC ARTICLE 410-8. 24 ALL FIXED APPLIANCE'S SHALL BE SECURELY FAS I EN IN PLACE. 25 PROVIDE INDIVIDUAL CIRCUIT FOR IRRIGATION CLOCK. 26 PROVIDE 20 AMP. BATHROOM GFI CIRCUIT 27 BATHROOM RECEPTACLE OUTLETS SHELL BE SUPPLIED BY AT ONE 20 -AMPERE BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS . 28 ALL DIMMERS & SWITCHES TO BE DECORA TRIM. 29 ALL PLUGS TO BE CONVENTIONAL ' . 30 ALL CAN LIGHTS TO BE - DECORA DIMMERS Wj SLIDE+ PRESET 7 0. Nk z a 4F S z a. go y F_ rn '; �y I� r_ _ _ ,IRA'S 1 � . REVISIONS BY a w- j r. . � i} I.- a w �'" r GENERAL m. z i _ I I < - -- 1 TYPICAL DETAILS: z � . CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE BUILT IN A MANNER w- Q -_ + CONSISTENT WITH THE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR a CONDITIONS. ALL WORK OR CONTRUCTION SHAD_ COMPLY WITH ALL APPLICABLE V. < J BUILDING CODES. REGULATIONS AND SAFTY REQUIREMENTS. = �"-' ` � 2 DISCREPANCIES: a 1 0 ]i m I&M.5-MAIM-9 ___ SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELL!;VA11ONS < AT THE JOB SITE AND BRING TO TJE ARCHITECT'S ATTENTION ANY DISCREPANCIES. o IN THE CASE OF AN INCONCISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR >> WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM, THE MOST STRINGENT u SHALL GOVERN AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL z � c � 10 ry n a ^ ` BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION a ' N Z3 p lz rn - •? - 3 SHORING & BRACING: <• ul C3 >, < 00�o10 ,L r_ 14 m m 4 M1 j - /� a a a n (L .= ,Q •.p. D1 •. IT SHALL BE THE CONTRACTORS SOLE RESPOSIBILITY TO DESIGN AND PROVIDE 3 c .. Ir. ^ ADEQUATE SHORING, BRACING AND FORMWORK, ETC. AS REQUIRED FOR THE z ::a wl " ,' - ? PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE STRUCTURE ° • •� Q 3 r A. BRACING AND SHORING IS REOUIERED FOR RETAINING WALLS UNTIL ALL OTHER - r_l SUPPORTING ELEMENTS HAVE ATTAINED FULL DESIGN STRENGTH. � � CD B. PROVIDE SHORING FOR OTHER ELEMENTS. AS REQUIRED TO TRANSMIT ° C C CONSTRUCTION LOADS TO ELEMENTS CAPABLE OF RESISTANCE WITHOUT DAMAGE TO PERMANENT STRUCTURE, v I • 4 EXCAVATION: m _. z .� 0 ; - = THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION 4 .: ': a - _� ' PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT N g• � ' PROPERTY. STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH THE w €-' ENFORCEMENT AGENCY. P . S . OTHER ' TRADES: . . a,.. s SEE ARCHITECTURAL, EI EC ;RICAL AND MECHANICAL DRAWINGS FOR SIZE AND a :; LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAIL NOT SHOWN >.i" ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND z' s VERIFIED WITH THE ARCHITECTURAL DRAWING'S o . 6 BACKFILL' r-.. $ BACY7iTE LL AS IT OCCURS AROUND THE EXTERIOR PERIMETER OF WALLS SHALL, off; �I NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLF70N OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL 7 DAYS • z• 4 AS A MINIMUM AFTER .THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS <... ' WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AF TER ' "" M ; x•. 7 COMPLETION, INSPECTION AND ACCEPTANCE OF WATERPROOFING WHERE OCCURS. SAFE YiY: z o =' A. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDUCT OF TI•{E CONST RUCTION 3 : ' I Wit" AND THE SAFETY OF THE WORKER. THIS INCLUDES. E3 T IS NOT LIMITED TO. THE < . CONSTRUCTION SEQUENCE, SAFETY APPLIANCES SUCH AS HANDRAILS, BARRIERS, z ice° 0 - � ETC., TEMPORARY BRACING AND SHORING AND REMOVAL OF SAME. -PERIODIC M R . ' VISITS TO THE SITE BY THE STRUCTURAL ENGINEER FOR FAMILIARIZATION, 2 CLARIFICATION OR INTRPRE'ATION DO NOT CONSTITUTE SUPERVISION OR cii i J - INSPECTfON. ALL CONST RUC7EON SHOULD CONFORM TO E-tDERAL, S TATE, -AND .- yam.' t CITY STANDARDS. 1. �.. B. PROVIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. W K=, �•- '-` - �- - s GOVERNING coDE�' - 1: - - _ A. UNIFORM BUILDINGCODE1997 & ORDINANCE 457 OF RIVERSIDE COUNTY In, ) r B. DESIGN LOADS }, . ' . w,� 1. ROOF L'1VE LOAD = 20 PSF 0 . I 2. ROOF DEAD LOAD = 15 PSF ^ } 3. SEISMIC ZONE 4 Ca=0.40 Cv=0.50 Nc=1.0 Nw1.20 ' x i VJ 9 4. WIND ZONE 80 MPH ® EXPC W/ H = 20FL }; "' �- �- ; PERMITS: . A. P _=M1TS FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, E. w ` I 4---". REQUIRED FOR THE CONSTRUCTION OF BUILDINGS. STRUCTURES, OR a I. It SCAFFFF;j .LNG HIGHER THAN THREE STORIES OR THIRTY SIX FEET, AND FOR 5 -, •' : ' . TRENCHES -OR EXCAVATION DEEPER THAN FIVE FENT INTO WHICH WORKERS o I. I ARE REQUIRED TO DESCEND Z'r . .. (a' ,- .:.�.�. . "'`�` 10 COORDINATION: IT IS THE DECLARED AND ACKNCWLEDGED INTENTION AND MEANING, THROUGH Dai _ ,' COORDINATION OF SPECIFICATIONS, DRAWINGS AND SCHEDULES TO PROVIDE z •. . 1. vtPLATED S'RUCTURE Ai':D SE^URE THE CONTE, COMPLETE AND READY FOR USE. - AND ALL ITEMS SHOWN OR CALLED FOR OR REASONABLY INFERRED BY INTENT In � . SHALL BE INCLUDED WHETHER SPECIF?'�ALLY • SHOWN OR NOT. THE CONTRACTOR 2` - SHALL COORDINATE THE WORK OF THE VARIOUS TRADES AND CRAFTS TO <1. AVOID POSSIBLE INTERFERENCES, OUPLIC1 TION OF WORK. OR UNFINISHED GAPS a ANO CONFLICTS BETWEEN OPERATIONS. Ta;E VARIOUS TRADES AND CRAFTS <=' < SHALL AGREE THAT, DUE TO FIELD CONDI-IONS, MINOR DEPARTURES FROM THEa. . DRAWINGS BOUND TO OCCUR, AND THAT SUCH DEPARTURES ARE SELF- o � � ' COMPENSATING SO FAR AS COST OF ADDITECNS OR DEDUCTIONS ARE M . ALLOWEDCONCERNED. NO CLAIMS FOR EXTRAS WILL BE ALLOWIN CONNECTION z. WITH SUCH MINOR CHANGES DUE SOLELY -T0 FIELD CONDITIONS. - d 11 INSPECTION: aeras m .. W - Z ANY INSPECTION, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, o a ~ '^ co M OR THES-- PLANS SHALL BE DONE BY AN INDEPENDENT = INSPECTION COMPANY, JOB S[iE V1SIT5 BY THE STRUC'URAL vi' ' ' ! , 1 ENGINEEE DO NOT CONS TSTUTE- AN OFFICIAL .INSPECTION, • 2. W W 0 m 12 ALL NEN GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A _ . �` `' f o o� - CERTIFYING LAB-� ATTACHED, SHOWING THE U -VALUE. o' - � ^ �_ s . . 13 ALL WEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER_: RESISTIVE BARRIER TO PROTECT THE INTERIOR m` � Lj cn -_.---. WALL COVERING AND THAT � Q arY- w cc2 ' EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A a' • --- MANNER AS TO MAKE THEM WEATHE=RPROOF. SECTION 1402. H O �°- ]„L 14 DOORS MAY OPEN INTO THE GARAGE ONLY IF THE FLOOR OR LANDING a Q • IN TH- GARAGE IS NOT MORE THAN ONE INCH LOWER <. � O THAN THE DOOR THRESHOLD. 1004.9• w Q / z �: ul = N� 15 "THE MANUFACTURED WINDOWS SHALL HAVE LASEL ATTACHED CERTIFIED cn. ; Im � II I : Lu LLT BY THE NATIONAL FINE TRATION RATING COUNC:L (NFRC) AND SHOWING Z. E•,,- r z C45 N ~ ' COMP►_EANC_ NTH THE ENERGY CAUC'ULATIONS." I 0 F: T Z Q 16 UPON COMPL�iIG, N OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT n CE co . "j a . • THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE RECUIRaiENTS OF THESE z' - �" � �. „ REGULATIONS SHALL BE COMPLETEDEY THE INSlJLA11ON APPLICATOR AND BY THE <i.4 i � . BUILDER. THIS INSULATION COMPLIANCE CARO SHALL BE POSTED AT CONSPICUOUS w;z• LOCATION WITHIN THE 0%rr_ NTNG. � . cc w. ' CONCRE T E 2 ull CIS . I CONCRETE PLACEMENT & QUALITY: • o l - ... CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN A.C.I. s � I. ,. SP -15. A COPY SHALL BE AVAILABLE AT THE CONSTRUCTION SITE DURING In +. CONSTRUCTION. 2; . ; DEBRIS• �'_ 3,31-�T'I:,d'`��":� RE"MOVE ALL DEBRIS FROM FORMS BEFORE POURING. 00 NOT PERMIT . � _ REINFORCING TO BE CONTAMINATED BY FORM RELEASE AGENTS. io w i- - _' . 3 EMBEDDED TTI=MS: Q." '=y A. ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY w c � -� •' . POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. 9011°` S. DRILLED FAS T E-NERS ARE NOT PERMITTED UNLESS THE CONTRACTOR FULLY x "" DETAILS AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY FOR x u ; ', THEIR USsr. C_ POWER -DRIVEN FASTENERS WILL BE PERMITTED ONLY WHEN IT CAN BE w �-: u N2 In = SHOWN THAT THEY WILL NOT SPALL THE CONCREr E AND ARE LOCATED � •V'' w M 'o SO AS TO AVOID REINFORCING. CONTRACTOR SHALLFULLY DETAIL AND R:1 o > . OBTAIN APPROVAL FROM THE ENFCRCEMENT AGENCY BEFORE INSTALLATION i=-�`: k s 2 ?!^i D. ALL HARDWARE 'SHALL HAVE A CURRENT I.C.B.O. RESEARCH REPORT AND 3 zx`ay z o U. c, 7 SHALL BE ACCEPTIO BY THE STRUCTURAL ENGINEi R, THE INSPECTOR, AND w � o w c 3 THE ENFORCEIdENT AGENCY BEFORE INSTALLATION, w _ . �1) 5 ;. 4 CONSTRUCTION JOINTS: ° I- , . 3 z w 5 �:• A. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN WALLS AND FOOTINGS a ��• u m SHALL HAVE SURFACES RAKED AND ROUGHENED TO A MINIMUM OF 1/4" 3 ` � _ ' " AMPLITUDE AND KEYS AT 12 O.C. UON. SUBMIT SPECIFIC PROPOSED LOCATIONS FOR REVIEW BY STRUCTURAL ENGINEER. B. SLAB GRADE: w1 ;: N w 3 „ y , o ON NCivfINAL 2X KEYS X 1/3 SLAB THICKNESS, CONTINUOUS. a 2.. : w z '. SEE DETAILS. C. ALL JOINTS NOTED ON THE DRAWINGS AS SUP JOINTS SHALL BEARING o� a > o c < = ? �`� SURFACE TROWELLED SMOOTH AND COVERED WITH 16 GAUGE GALVANIZED m` W - ~ E 'pt METAL SHEET FOLLOWED BY 2 LAYERS OF 6 MIL VISQUEEN. SUP JOINTS o � !� � e ¢ � SHALL NOT 8E KEYED OR PREVENTED FROM SLIPPAGE IN ANY WAY. Z , z G R b M 5 PIPES AND CONDUIT: a ZZ ' N` c y � � � z e _` 'r `. FIFES AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL a�F: I"'"I N a o z CONCRETE EXCEPT AS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. � ' z Y SUBMIT SHOP DRAWINGS SHOWING ALL PIPE AND CONDUIT SIZES, LOCATIONS AND � n z W �; SPACING. MAXIMUM SIZE SHALL BE 1/4 OF THE SLAB THICKNESS AND LOCATED M ^' : '-3 to W o A•= AT THE MID DEPTH OF THE SLAB. MINIMUM SPACING IN .SLABS SHALL BE 6 TIMES THE C `jt�• C I K. 1= w o � e v � .X g•.- DfAMETER OF THE LARGEST PIPES AND CONDUIT SHALL NOT DISPLACE w Iii', c w RESAR NOR IMPAIR THE STRENGTH OF THE MEMBER. a �= ` Lil �: 6 FORMWORK. y' - . R" _I H A. DESIGN SHORING SUFFICIENT TO SUPPORT CONSTRUCTION DEAD AND LIVE ata I.:. - LOADS. Q, S. DESIGN WALL FORMING CONSISTENT WITH WAIL DIMENSIONS AND EXPECTED a I L j . RATE OF POURING.- W Y C. NO PORTION OF THE FCRMING OFR SHORING SYSTEM MAY BE REMOVED 0-4 LESS THAN 12 HOURS AFTER PLACING CONCRETE. __ w,' CD - at �- - •- i=_- E_ s . 7 CEMENT: 0; , z" - DATE: �T'- 4 CjL CEMENT SHALL BE TYPE 11 PORTLAND CEMENT CONFORMING TO USC STANDARD Icu I M.- ; �/�- -- � »: �«- 19-1 z ' SCALE:: $ COI�ICRETE-AiGE: of • NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND <f - - -�-�,, DRAWN BY: ' CONCRETE PLACEMENT UNLESS APPROVED BY STRUCTURAL ENGINEER. (SEE Aa V_I (� 301-89 FOR LIMITATIONS ANS PRACTICES DUE TO HIGH TEMPERATURES.) n -r " --- ---- 9 FIELD FOREMAN: 1 y� JOB: . �Q�f�D�g4 THE FIELD FOREMAN RESPONSIBLE FORE THE PLACEM F 'R (D . CONCRETE SHALL DIEMONSTRATE A MINIMUM OF THR \ a� Sii{=irT SH ET IN THIS- CAPACITY FOR THIS TYPE OF CONSTRUCTION Q �. <, . 0. Nk z a 4F S SHEETS rn '; �y I� =m.^� ter: _ _ ,IRA'S 1 � . ,.�•y ;?�