Loading...
R-2017-33 Plan Set_2.pdfARCHITECTURAL SITE PLAN NOTES: 4. Homeowner and/ or his/her authorized agent/ 7. Atelier Designs shall not be. held liable for any delay or representative shall employ services of a licensed land additional cost to this project caused/ or due to adjustments, CONSTRUCTION SHALL I / _�C e T T I. This architectural site plan is not intended as a boundary surveyor or licensed civil engineer to conduct on changes and/ or revisions to the plans as required by any CONFORM TO THE FOLLOWING survey. independent survey of the property in order to accurately additional findings and reports submitted by licensed CODEc.�: A -I PROJECT DATA, LOCATION I. ADDITION AT FIRST FLOOR TO INCLUDE OWNER: DAVID and verify and document all legal boundaries, property lines, professional consultants such as Licensed Land Surveyors, THE FOLLOWING: 2. This architectural site Ian does not uoront accurate setbacks, easements, buildings and other legal re uisites of p y 20I6 CALIFORNIA BUILDING CODE MAP, GENERAL NOTE, a. NEW FAMILY ROOM YITING TSAI p g y g g a. Civil Engineers, Geotechnical/ Soils Engineer or others location of all or any legal boundaries, property lines, the property. licensed professional retain by the Owner or his/ her 20I6 CALIFORNIA RESIDENTIAL CODE b. NEW 2-GAR GARAGE ADDRESS: 2I565 SAN FERNANDO AVE. authorized a ent/ representative, or as deemed re uiredARCHITECTURAL SITE PLAN setbacks, easements, utilities, buildings and other items on the 2016 CALIFORNIAGALIFORNIA MECHANICAL CODE � c. NEW I -GAR CARPORT SPACE. site. The designer or author of this architectural site 5. Dimension, notes and survey information shown on this g p q GUPERTINO, GA g5014 project g y and necessary by the local City/ or County Building and/ or 2016 CALIFORNIA PLUMBING CODE PARCEL MAP 2. NEW SECOND FLOOR ADDITION TO plan shall not be held liable for any inaccuracies, architectural site plan are to be referenced with plans Planning Department or other governmental agency. 2016 CALIFORNIA ELECTRICAL GORE INCLUDE: A.P.N. 35-I-I5-045 discrepancies and/ or omissions in comparison to any other prepared by the civil engineer or licensed land surveyor of 2016 CALIFORNIA GREEN BUILDING CODE A- I b 'BEFORE' and 'AFTER' a. NEW MASTER SUITE w/ MASTER CONSTRUCTION TYPE: V-B legal documentation or survey generated by a professional record of the project, if such services are retained by the �I BATHROOM, AND WALK-IN CLOSET. civil engineer or licensed land surveyor or in comparison with Homeowner and/ or contractor. All dimensions, notes, survey (LZONING DISTRICT: RI-7.5 S�R � ���� NOTES: : SITE PLAN NEW DEN/ OFFICE. 2016 CALIFORNIAGIFORNIFIRE CODE (WITH LOCAL any official recorded maps or plans with any government information and other site information shown on plans b. NEW STUDY DESIGNATED LAND USE: RES 0-4.4 recognized recording or mapping agency. prepared by the civil engineer or licensed land surveyor of I. FIRE SPRINKLER SYSTEM IS NOT REQUIRED. AMENDMENTS) BMP CONSTRUCTION BEST c. NEW DECK. record shall superceed any dimensions and notes shown on 2015 INTERNATIONAL PROPERTY 3. DEMOLISH EXISTING 2-GAR ATTACHED LOT AREA: q,g66.00 SF 3. Homeowner and/ or his/her authorized agent/ this architectural site plan. MAINTENANCE CODE MANAGEMENT PRACTICES GARAGE. LOT AREA AFTER representative shol I verify the location of all legal 2016 STATE OF CALIFORNIA TITLE 24 GB-1 MANDATORY CALIFORNIA 4. REMODEL EXISTING LAUNDRY ROOM. boundaries, property lines, setbacks, easements, buildings and 6. Should the city determine that this project requires ENERGY REGULATIONS. 5. REPLACE EXISTING TANKED HOT WATER DEDICATION: g,714.g SF other legal requisites of the property prior to start of additional information, such as site survey, geotechnical AND ANY ADDITIONAL LOCAL CITY PLANNING GREEN BUILDING CHEC<L I ST HEATER AND RELOCATE TO NEW EXISTING MAIN FLR construction. report, soils report, environmental assessments or reports AND BUILDING CODE AND REQUIREMENTS. 2-GAR GARAGE. and any other reports, research or additional information as CB COLOR BOARD, STREET SCAPE 6. INSTALL NEW F.A.U. TO SERVICE NEW LIVING AREA: 2,50,5 5 SF determined by the local city planning/ building department as SECOND FLOOR AREA. EXISTING 2-GAR required items in order to process the plans, the owner shall ELEVATION SECOND INSTALL NEW A.G. UNITS (2). employ the services of licensed professionals that can supply FAD FLOOR AREA CALCULATION ATTACHED GARAGE: 525.0 SF such information and services. PROPERTY LINE ATTIO VENTILATION GALOULATION: TOTAL EXISTING - D I AGRAM FAMILY ROOM, GUEST BEDROOM ADDITION AREA= 00.00 5F) BUILDING AREA: 2,a33.q (2q%) A-2 AS-BU I LD/ DEMOLITION PLAN I UNIT EYE BROW" VENT -12 50 INCH EXISTING EAVES: 405.0 A-2a EXISTING EXTERIOR 14"x24" WINDOW VENT UNIT= 556 SQ INCH TOTAL EXISTING 14"x18" WINDOW VENT UNIT= 252 SO INCH ELEVATIONS 14"0 VENT UNIT= 150 50 INCH LOT COVERAGE: 3,241,5 (55%) A-5 NEW FIRST FLOOR PLAN, NEW REQUIRED ATTIC, VENTILATION=1/150th OF ATTIC SPACE: 00 SF/ 150= 00 SF (00 SQ INCH) NEW LIVING AREA SECOND FLOOR PLAN 00 SQ INCH/ 2.5 50 INCH = 00 UNITS OF 2.5"m SAVE VENT REQUIRED. ADDITION let FLOOR: 546.5 SF A-4 NEW EXTERIOR ELEVATIONS UNDERFLOOR VENTILATION CALCULATION:NEW 2-GAR GARAGE: 4ga.5 SF A-5 NEW EXTERIOR ELEVATIONS (FAMILY ROOM = 000 SF) EXISTING 2-GAR GARAGE I UNIT FLOOR VENT = bxl4 VENT SIZE TO BE REMOVED: -525.0 SF A-& BUILDING SECTION A, C, D = 84 SQ INCH OR 82 SQ INCH (LESS AREA A--7 BUILDING SECTION B APPROX. AREA OF INSECT MESH) ATTIC AREA OVER 16' HT: Ig4.4 SF. TOTAL NEW FIRST REQUIREEVW D UNDRFLR ENTILATION=1/150th OF CRAWL SPACE: A-8 BUILDING SET I ON E CRAWL SPACE AT NEW ADDITION= 00 SF/ 150 FLOOR BUILDING AREA: 3,545.3 SF (I00%) A-: i ROOF PLAN = 00 SF (00 SQ INCH) EXISTING 2-STORY HOUSE = O OR 0 VENT UNITS p (217REQUIREDa5 SAN FERNANDO NEW LIVING AREA 821.1 SF (2396 OF 0 AVENUE) '"CURRENTLY, THE PLAN AT NEW ADDITION SHOW a VENT UNITS, ADDITION 2nd FLOOR: L FIRST FLR BDG AREA) M PROPORTIONATELY DISTRIBUTED. TOTAL NEW FLOOR AREA RATIO (F.A.R.): 4,36-1.4 SF (44%) PROPOSED LOT COVERAGE w/ NEW EAVES, CARPORT, PORCH: 4,522.1 SF EXISTING EAVES AT 2-GAR I GARAGE TO BE REMOVED:-105.00 SF TOTAL NEW LOT COVERAGE: 4,217.1 SF (45%) (E) 6" 0 LOQUAT TREE (E) I r� ac,.w n lt,l I 5OOU T "0 I V I\LI-II�IIY. ✓ vvcvi � I TREE MEETS GITY'S TREE TO BE MAXIMUM ALLOWED PRIVACY PLANTING REMOVED FLOOR AREA RATIO EXISTING 6'-0" WOOD ALL (E) SCREEN ARBORS (E) NEIGHBOR'S SCREEN REQUIREMENTS. ) STREET TREE TO FENCE TO REMAIN TO BE REMOVED FROM THE SIDE YARD. Ig3 -5 PLANTING, TYP (F.A.R).: 4,371.70 SF (459b REMAIN UNDISTURBED PROPERTY LINE w/ EXISTING 6 -O TALL WOOD FENCE TO REMAIN MAXIMUM LOT _ _ _ _ _�- _ _ _ _ COVERAGE w/ EAVES: 4,a57.45 SF (50%) - ��- 0 0 2 0 0 o 0 C'S IQ EXI TING UNDE FLO R MAXIMUM 2nd / / -' AJ AG E55 O R MAIN Q Z GA AG TO BE EM V D I _ Colo �N,615A�5/METE�R _1SIT NOTES: FLOOR AREA: 2,306.23 SF (669Lo OF let - ��� 0 I. N NEW GRADING OF THE szTl ISX15IL NEW AMILY ROOM ADDITION AT:F- -7 B ING PROPOSED OR THIS PR CT. FLOOR BUILDING AREA) INDICATES E ISTING LOT SLOPE ND E YL'� MAIN TO REM IN BUILDING u u U FIR T FLOOR (EXISTING 2-GAR 20'-0" -O ° OUTLINE PROPERTY LINE ,R.O.W/ _ _ II LIB EMAIN TO CENTER OF STREET D DIGATI N rF � L �� II _ _ _ 2. LANDSCAPE PLAN (SHEET -I, L-2) FOR tu - ALL LANDSCAPE INFORMA ION (EXISTING II II I TREES, PROPOSED NEW TREES, PRIVACY (N) II lu II II SCREENING PAVING AND L NDSGAPIN6 IL i�// TO BE ADDED TO THE PR PERTY o ' f� / io EXISTIN EXISTING BUILDIN� AREA L - - - JL � I� � J � �/° 25 - / O TALL PRIVACY ALL REQUIRED R AR 0 SETBA (LIVING AREA, COVERED a0'-g" 1 \ GR ENING (GONT QUS SETBACK (FIR T LOOR) PECULATION BASIN, TYP SIZE / / / / PORCH AREA) \ PROPOSED REAR - - - - �� - - ONG THIS DEG A EA) SETBA K TO NEW SECOND FLOOR CIVIL ENGINEER (232g SF � � � _ � � EGOND FLOOR I TO BE DETERMINED PROJECTS ADDI ION d ° x NEW I -GAR PROPOSED EAR SETBACK Z II CARPORT BELOW I E 5"0 REDWOOD TREE TO REMAIN. III II / v 0 THIS TREE MEETS GITY'S PRIVACY ZI I II L al I /,NE1WPEC< ARE` I W UJ ll�--II � // ono � -� PLANTING REQUIREMENTS. v p I NEW 2-GAR VEGETATED SWALE LL / / / I GARAGE 0 -3 L TO DRAIN AT 296 L J PROPOSED REAR SET GK A-p W / TABLE 19.48.040: ROADWAY TO SECOND FLOOR BA CONY Z MIN., TYP. LU / / / AND DRIVEWAY GATES / \ / / / / (E) LANDSCAP NJ0\0 2 % 2% / AREA � � LU Y NEW Di�I�EWAY (SEE I(1 Ft v (E) CAROB TREE TO Y FRONT YARD TREE /i TO NDIGATEs \ - v O TO REMAIN ouTLD EG p �% ' m (V 0 REMAIN. THIS MATURE TREE UNDISTURBED W z LANDSCAPE PLAN (SHEET L-I) N � MEETS GITY'S PRIVACY PLANTING ILI (� W Z iu l!1 - - - - REQUIREMENTS. EXISTING PO R �L ' lu I v 0 z r ° �J MAIN/ PANEL NDICATES (E) In �/ ICI r LL lULU / / / / 20 70 RELOCATED METAL GATE w/ - Z m ARBOR TO O z _ W d O Z Z FRONT YARD ///// REQUIRE FRONT POWER OPENER/ G OSER UNIT. W EXI S�I �� DRI Y �WA� � BE REMOVED 0 (A LQ O iii O �/ m EXISTING / / / / AGGE55 <EY TO BE PROVIDED kn I ° SETBACi (MINIMUM) N U_ J W d m I �� 2/° PECULATION BASIN, / / / / / TO FIRE DEPARTM NT. OWNER Q - �/ � Q � 0 � (() � � � O � 3' FENCE TO BE TO APPLY OR FENCE - X W �O R�MA I N (3 0 w \ TYP SIZE TO BE REMOVED / EXISTING lll DETERMINEPROJECTS CIVIL EXGEPTI N PERMIT. d x IY �� N ❑ �r• o� o ° DETERMINED OVERHEAD tJ) \% O O O o O �o/o O O POWER LINE xxxxx xxx x xxxxxxx x xxxxxx x X;< xx xxx xxx xxxx _ ENGINEER ( POLEI / (E) DRAINAGE TO INDICATES (E) EXISTING 6'-0" WOOD FENCE TO REMAIN ARBOR TO Ig3'-5" PROPERTY LINE 26-O" �- LOCATION OF GATE FROM PROPERTY REMAIN UNALTERED IN BE REMOVED NEW DRIVE WA AREA LINE PER TABLE Iq.48.040: ROADWAY OLD DRIVEWAY (E) AN D VEV7A G T NEIGHBOR'S 3 � (E) (N) a" � AREA R SCREEN 4"� POMEGRANATE(E) (E) 12"0 CHERRY DRAIN TO PLANTING, TREE TO (E) a" 0 AREA TREE TO CONNECTTO TYP REMAIN DRAIN TO REi-iLINE DRAIN - REMAIN DISEASED AND LNE �' F RC � � a LOCATION yA � � PARTIALLY DEAD. �• Ln k EXISTING 2-STORY HOUE (2061 SAN FERNANDO AVENUE) ARGH I TEGTURAL S I TE i=LAN 11 8 V I 1 85.82 - - III -----__-198_------- 42 - N 90.82 W PTN 41 L " ° i 110 " Q J0 - 100 , PTN 42 0 `0 90.82 I 110 R.O.S. 532/17 NO 85.82---��\ PTN\\/ �/� �Q m mZ 111 109 \ / / \ o '0 wean Leaf C)'y " a .4apping& Control ;g L0 109101 o / \ Z 01 193.42 erm 1 l PTN 109 95 - o iA � LA W I " _ 85.82 ___ PTN 140.82 I PTN _________ PTN 148.42 - - - - Z 102 28 ' 108 108 45 Q I u7 " BOOK 357 1A5 1� T. INN House of Mira y y; a Cup �t min':adcn �"u+� A 0 Imperial Automo ve Auttc Sr 2196E Sail e• femanda Avam¢e S.tn F9rn.7nuo P,-�e L - Al L C �04p0LC0c9 u- C L 6 0 0 6 „ C C L C 6; y 24 0 m u C 0 Js ui Ul ®4Q 0-E rJ 6yIS s- � 6 fa® 00 0SQ L H L U 0 L V 0410� 6 d ®cam U m� �� s_ CJ 0 s6 0 ? 0 C„ m0LL,96►L6C 0 0 L fa fa 0 U 0-U9 " J J l L 0 L 19 L14 0C 0�00C.__0 TTR�H0090 6L9'UmL V1 � (C4 ' y Z u U 00 Cq y 0 rq � O bA � w � � o A 0 Oo Q Q ° lV III o in Z Z W W IrN J Z 0 C Z - Z 0El 111 JOB NO. TSAI DATE: 6/20/201 g DRAWN BY: FT KUM SCALE: AS NOTEn PROPERTY LINE F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:47:09 PM, DWG To PDF.pc3 a- o g 20'-0" PROPERTY LINE TO CENTER OF STREET w z w ~ Z Lu III II LD Z LLI z wLL L w w x 0 Ce ti DI DIGAT,I N (N) STREE 7'-11 " //O EXI5TIF 5ETBAc S I TE PLAN r$r=FopE, X 50ALE 1 /8" = I '-O" 0 x EXISTING 6-0" WOOD FENCE TO REMAIN X15TING GA5/ METER MAIN TO REMAIN ►' ��1_10111111_ I C15'-5" 1 PROPERTY LINE w/ E ISTING 6'-0" TALL WOOD FENCE TO EMAIN CS m EXI TING UNDE FLO R O WIX � — I AG E55 IO R MAIN L � 1L—LLLLLL I1 -- ,,1 - v IF ' BUILDINGS U II n i II II II OUTLINE � L FF__ �� I� I��14 +-I I REAR YA D SETBACK (- — — — �7 UILDING LENGHT _FL___ r� TF II a II II II II II II II II II��— II II L EXISTING POWER MAIN/ PANEL EXISTING // / / OVERHEAD POWER LINE ;) UTILIT POLE 50'-O" o-- LOCATION OF GATE FROM PROPERTY LINE PER TABLE 111.48.040: ROADWAY AND DRIVEWAY GATES II II11 1F -1 NE EXISTING BUILDING GA AREA — — — — L� — — — — — J L� I I � RT AR I NEW I -GAR (LIVING AREA, COVERED 1 PORCH AREA) � 1 NEW FAMILY `R�` [ CARPORT ROOM f II �J o F_ J II I I II I II � I I II (E) LAND50APE AREA I ND I CATE5 q� �j BUILDING L/ I� (5EE ' OUTLINE L NDSGAPE PLAN (5HE ET L- 1) ' � I ' L� INDICATES (E) z TO � � lu EXISTING �R I l EE NA I > BE REMOVED a TO REMAIN o 0 W 2N O O O Ij O O O XXXXX XXX XXXXXXXXX X XXXXXX X X XX XXX XXX XXXX INDICATES (E) EXISTING '-O" WOOD FENCE TO REMAIN BE ORREMTOED IcI'-5" PROPERTY LINE 26'-0" NEW DRIVEWAY A EA I I I I SITE FLAN (AFTER SCALE I/8" = I'-O" j_► -J 0 w L 0 J N 0 � w w z w O a nA nA nA nA nA S — m t c L VQ0Q'( mL9y 0�5 ci 60416 �+ S — m 6 c m 0 0�40�0� 041 �m c W 6 �� c c4 ; i 0 L i H Q 6 0 i 4 i 6 Q �4 J L015, T� 6s6 0 6c„ m Q6y96�i0-0 0c Z �10�4OZ61rej 60Q°c�®m „Q0 £ 0 0 9 c o L d _m ! 0 0 t Va m � 0 £ L Ec m 6 m£- m£ 64 Q �0693 013L 9'90L VL 00 00 C� 00 ' w � DD � N N [� A 00 y � o r w � � o a A 0 0 ILI O O c I v — C I� z 0 Z W I Q . to � �Nv TSA I DATE= 6/IB/2OIa1 DRAWN BY. FT Kum SCALE. AS NOTEn F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/13/2019 11:31:07 AM, DWG To PDF.pc3 -i EXISTING ASPHALT P • x REMA NE ROOF TO iT, I ,JJ }. � 1 I -0 NEON al zz In, 7 MEX � AND ✓I I' iI�'� pp �%- }. .fir l • - � �• � r �r � � ' ''�'��'� Imo■. • - � .I�� L• ;.. �, i�i ../1�111�11 .d�1■i1�1■r■1�1 NINE o, i � � • • � I■ � �1� I 1 � I t - - - '- � q y� �� I ,� c■■■I■II■ 1 I 1 0 NONE ME MEN7111 loom EXISTINC-7 FRONT ELEVATION D � Imo■ t■��■ ��� ■��■ Imo■ ���■ ��� ■��■ Imo■ ■���■ ■■�� ■��■ I (COLOR BOARD) 12 N5 SLOPE FRONT ELEVAT I ON t= 1 ia11 _ i,_tell STREET SGAPE: ELEVATION (SOUTH) (AANw won+n✓ csa loln.e.v A440-IUi INSTALL P9t MANIFR SPCS. NEW METAL SPARK ARRESTER w/ 1/4: SO (MAX) MTL INSECT MESH I?'-3" PROPOSED SECOND FLOOR 51DE SETBACK NEW ASPHALT SHINGLE ROOF (GLASS A), OWNER SELECT NEW ?/a" THK (TOTAL OF 3-LAYERS) EXTERIOR STUCCO, MATCH EXISTING FINISH AND COLOR, TYPICAL. EXISTING ASPHALT 7 SHINGLE ROOF TO REMAIN EXISITN(5 GRADE TO REMAIN (SOUTH) aN EXISTING BRICK FACADE TO REMAIN 2* 2S ZZ p n�. ryW z pX 0.p d) n 0 0 0 S- U1 Cc:[ O Q O OL� t m� 9 m W �4p0 0-jib: fl-p p6 � 6 JUL all:46 "S00 0 mQm Imo--J6 -0- �LK p 0 t 0- 0 LL m e m U O U H Q4�5 t 15 O Q Lc shy r ®� Q6 c 0 0 Q6,t,9 01t-0 0 C z �,Ssm0�0`Upcc 6 la L®QUa�fb E O 0 9 c U m 1 p1LO1-E£6®tL T H 10 6 6 9 6 L '9 0 z. 00 •� DD ' ` w 00 v 00 T/1> 0 V1 0 r, w y 9z zu 00 U z 00 0 a� l � � o bA � O a A t c 0 z 0 � a lu 0 Z Ll Y- I I� Z 0 Rl e c d) 1 1 JOB NO. TSA I DATE. 6/24/201 ,t DRAWN BY: FT Kun SCALE= AS NOTE=� LEFT SIDS ELEVATION rwEsv a 0 0 0 0 0 L c�4ao®c�c9y 6�s c a041a �+ i S — m�L111La ; c n i c a 0 �4 001 � �dl aaoiao—�m�„` W Q4Q�E0 ay6�6 poi x 4a "s® V m Qm m a—Ja -'UbQ m�4mUo��„Qc� Q a Q l 4 i a Q ®> 90 a c„ mQ6y9�ia ac Z �a`aZc`c 600- C a.% EO U 9c $L 1 'a m 6 E S Q y 3 i m L m.� 0�� 15 0 0 �aa9Va®a�a0Li V 1 00 C� 00 ' w .r , ^ DD � N N OC o � r w � o � A a 0 0 Z ILI Q W c Iv _ Cz IH— z 0 w (� C d1 � �Nv TS?k I DATE. a/1/201at DRAWN BY. FT Kun SGALE. ?�S NOTEn �� iff'Al F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:33:47 PM, DWG To PDF.pc3 102'-3" I'-2" 2'-6" II'-8" 2-i'-I" IT-0" I I rl_ M11 Xx I ,; xX </�y/�xxX <x EXISTING �\ \ �\�� �'� %<<%�\X>\�i<x\� iW <x>\ %� I \� X� \ MAST R EXISTING EXISTING �\\�\�\� \ C \ \ I \ �< \�< \\j ' x �i / / \ \ BST BEDROOM BEDROOM X \ I \ \ \ EXISTING 3 4 UTILITY/ \\i\\ \%�\%��x�i<xx����x\ u� , x \V�< MASTER MEGH�NIG,4,L ,\`� \<� /'/%\X \ � , \ %� x x / \� X \� BEDROOM EXISTING PLATFOR \ \ x \� XX x\\ x XXXXxx �� I CLOSET FAU x i EXISTING / � x \��_ A�A� 1�\A LI/INEXISTING 2-CAR < >� \EXISTING �i=A�xT� IO X?RE?G?R4GE �\ SLAB tE�ovE /� \ / i �\\IS/T\IN/G\G/ONG uA\B(525 XIINLAL</ / � X\ROOF�GONGRETE SLAB, '\ %/\ ---___ x \\%/XXXXXXXX\X>\ \ \ I�iO II ' \ Y \ / `� \ \ X\\x\XXXX\X\\\x \\ \ �\x u � /\ \ x \ \X X EXISTING ;; \ , '� \ / ' \ X� %� /x \ EXISTING ROOM \ X \\\\xX\XX\XX\\\X�\\X >\ \ i ,\l� \\ ° m , EXISTING \\\\%x D ININS % AREA ?/xx\\%/><><><>!<x\���x\�\X\>xx \ �X % , �k�\x x BEDROOM \\\ EXISTING iXv��\\ \X \ \ y / I \1� BEDROOM \ \ �X /,\l��X� II 2 1`_L11\1�/LL11,�/�L1�LLn1\L1L�L11]1�1�1L I II I Q Q Y 3 -574 A A EXISTING DEN W-T. C BAT 13 11 FANTRY 5'-1.. 1 4'-0" EXISTING KITCHEN 5'-10" W-3" 1 34'-3" 10'-7" 22.-1 " ABBREVIATIONS: L 102'-3" A/C ..................... AIR CONDITIONER I I I �/�` AL ALUMINUM AS-5U I L-�/ �E I" I OL I T I O I� FLAN A.B. .................. ANCHOR BOLT A.P.A. .............. AMERICAN PLYWOOD SCALE 3/I6" = 1'-0" ASSOCIATION A.P.N. .............. ASSESSOR PARCEL NUMBER MIN . ................ MINIMUM GENERAL NOTES: CONCRETE and FOUNDATION (refer to Structural General 15. Provide firestop to cut off all concealed draft openings II. Shower heads shall meet the following flow rate BM . ................... BEAM (N) NEW CARPENTRY: (both vertical and horizontal) not to exceed 10'-0". requirements in accordance to GGBSG Section 4.505: •••••••••••••••••• Notes for additional information) BLK'&. BLOCKING N.T.S. NOT TO SCALE 1. The following architectural specifications shall conform with I. Slabs on grade shall be 4" min. thickness. See drawings for Iq. No cripple wall studs supporting a floor shall be less than a. Single Showerheod- 2.0 gpm at 80 PSI. BLP&. ............... BUILDING OV. ................. OVEN the 2016 CRC, 2016 CEO, and local ordinances. The California sand, rock base and reinforcement. Slab on grade shall be I. Rafters, joists, beams, girders, posts and mullions to be 14" high. For cripple walls exceeding 4'-0" in height, such walls (GGBSG 4.303.1.3.1) BOTT. BOTTOM O.G. ON CENTER Building Standards is based on the current CMG, GPO and placed in alternate panels. No panel shall exceed 25 lineal Douglas Fir, Coast region graded based on Standard Grading shall be framed of studs having the size required for on b. Multiple showerheads serving one shower - Combined flow CAB ............. CEO in use. feet in width or 600 s ft. in area, unless separated b and dressing rules no. 16 of the West Coast Lumber Inspection additional story. rate of all showerheads and/ or other shower outlets •• CABINET O/ ................... OVER q' p y 2. Civil, Soil and Structural Engineers Specifications take control joints. Bureau. 20. Plaster, metal lath and drywall shall comply w/ current controlled by a single valve- 2.0 gpm at 80 psi GLO. ................ CLOSET O.H. ................. OVER HANG 2Minimum grade to be used except as noted on drawings: GBG requirements. (GGBSG 4.303.1.3.2) precedence over the following architectural specifications. 2. All exterior concrete slabs (Patios, driveways,. and G. Faucets shall hove . .................. CEILING JOIST PR. .................. PAIR 3. The contractor and / or subcontractor shall verify all walkways) e 12e flow rate requirements in accordance ays) to hava minimum slope of 1/8" per foot to Structural joists #2 MEGHANIGAL: 12 GGBSG Section 4f to COL . ................ COLUMN P.G. ................. PHOTO CELL dimensions on the drawings and shall notify the Designer of prevent ponding of water. GONG. Plank and Rafters a. Lavatory faucet- 1.5 m at 60 psi (minimum shall not be •• CONCRETE P.G. ................. PAINT GRADE any discrepancies prior to starting the work. 3. Construction joints shall be thoroughly air and wat) er y gpm p CONT. � g y I. All mechanical shall be installed per Uniform Mechanical less than O.8 mat 20 psi). GGBSG Section 4.303.1.4.1 ............•• CONTINOUS PLY.,P.W.......... PLYWOOD 4. Trade names and manufacturers referred to are for cleaned and roughened to expose coarse aggregates. Structural light framin #2 code and City ordinances current) in use. DRYING MACHINE PKT. POCKET quality standards only. Specifications will be permitted as Surface to receive concrete shall be maintained continuous) g g y y b. Kitchen faucets- I.8 gpm at 60 psi. GGBSG Section D. ••••••••••••••••••••• ............... y 2. Solid fuel, oil, gas require outside /attic /underfloor 4.303.1.4.4 PET. approved by the owner. wet at least three hours in advance of pouring. •• DETAIL P.B. ................. PUSH BUTTON p g• Light framing and Std. Grade. combustion air. Size and location of combustion air vents 13. Toilet drains over living, dining, familyrooms to be cast """"""" 5. The contractor shall be responsible for the satisfactory PIA . ................. DIAMETER P.T. PRESSURE TREATED p y 4. For footing: ultimate compressive strength at 28 days shall Wall studs determined by 2016 UMG. iron for sound control. completion of all work in accordance with the project plans be 2500 PSI. max. aggregate size 1-1/2", slump 4" and min. 3. Furnace rooms shall comply w/ 2016 CMG. DIA&. .............. DIAGRAM REF. ............... REFRIGERATOR and specifications and to meet and/ or exceed standard p y p cement of 4-I/2 sacks per yard of mix, max. water content 7 Beams and stringers #1 4. Provide automatic night setback thermostats on all D•W. ............••••• DISH WASHER RDWD. ........... REDWOOD construction Industry building practice. gallons per sack. Slab on rode: Ultimate compressive g NOTES G1nd LEGEND: DBL. DOUBLE REQ'D. .......... REQUIRED 6. All doors and windows to the outside or unconditioned g p g p furnaces. Total output for all furnaces shall not exceed •••••••••••••••• strength at 28 days shall be 2800 PSI. Max. aggregate size areas shall be weather stripped. All manufacturers products g yPosts and timber #I 5. Pro 0 BTU's. DR . ................... DOOR R.S. ................. RESAWN pp p 3/4 ,slump 3-I/2 and min. cement content of 5-I/2 sacks per 5. Provide 6" clearance in combustion air side of furnace INDICATES EXISTING WOOD STUD D.S. DOWN SPOUT REV. REVERSE shall be approved by the American National Standard Institute yard of mix, max. water content of 6-1/2 gallons per sack. 3. Nailing for framing shall be with box nails, number and size room and 50" working space in front of all heating controls. WALLS AND STRUCTURES TO D.F. ............... .............. (ANSI). 5. Transit mixed concrete shall conform to ASTM specification .............. ••• DOU&LAS FIR R.O. .. ROUGH OPENNIN& p per 2016 GRG Nailing Table, except as noted on plans and 6. Where there is a water heater or gas furnace located in REMAIN. D.H. 7. Pre -fob fireplace manufacturer shall provide models and G-q4 and above provision. •••••••••••••••••• DOUBLE HUNG SEL.................... SELECT STRUCTURAL p details. Nails shall not be driven closer together than I/2 of the garage and a door from the garage to dwelling, provide approvals to the City Building Department. 6. Concrete strength to be verified by standard cylinder their length, nor closer to the ed e of member than 1/4 their min. I s in. outside combustion air per 1000 BTU w/ 1/2 high WINDOW STR.................... STRENGTH 8. Skylight manufacturers shall submit the design detail with g g q' p g tests made by on approved testing laboratory. length except for sheathing. Min. penetration of 1/2 their and 1/2 low vents for water heater. EA . .................. EACH S.H. ................. SINGLE HUNG engineer's calculations and brochure to the City Building 7. The excavated bottom of all footings shall extend to g p g p INDICATES EXISTING WALLS AND ELECT. ELECTRICITY SL. &LS........... SLIDING &LASS Deportment for review and approval. Provide IGO listings or g length. 7. Garage applications shall have flame ignition IS above ••••••••••• p pp g elevation marked on Foundation Detail sheet. floor and protected from auto impact. STRUCTURE(S) TO BE DEMOLISHED, equal. 4. Sill plates on concrete shall be Bxb (min.) Foundation p p - - ELEV. ............. ELEVATION DR ....................... DOOR q 8. Footing shall be poured in neat excavation without side Grade Redwood. or treated DF. Sill plates shall be bolted to 8. Venting of appliances shall comply w/ 2016 CMG. REMOVED OR REPLACE (AS NOTED ENCLOSED SHT &. SHEATIN& q. Guardrails shall be built to resist 200 lb. per in any forms whenever possible. ENGL. .............. ............ p the concrete w/ 5/8 dia x 10 (min.) anchor bolts w/ q. Provide clearance at range top to combustible materials ON THE PLANS) direction. Guardrails shall be 42" high with intermediate EQ g q. Anchors, bolts, inserts and other hardware to be set in 3"x3"xl/4" thk washer. Bolts shall not be placed more than 12" p p EQUAL SHT. ............... SHEET per 2016 CMG. For exception, see 2016 GMG for EXT. ................. EXTERIOR S s P ........... SHELF $ POLE members 4" o.c. concrete shall be firmly set in position before concrete is from end of plates. requirements. 10Provide 30" minclear width at water closets (15" min. laced. p DIMENSIONS SHOWN ARE MEASURED . . (E), EX ............... EXISTING SHWR. ........... SHOWER p 5. Metal framingdevices shall be as manufactured b 10. All appliances shall be approved by a recognized testing each way from center of water closet). 10. Stepped foundations shall be used where the ground y agency. TO APPROXIMATE FAGS OF STUDS 'Simpson' company or as approved equal. F/ ..................... FOR S.G. ................. SOLID GORE II. Provide underfloor access IS" x 24" slopes more than I foot vertical to 10 feet horizontal. Top p p y pp q 11. Proide seismic strapping for water heater, to and (F.O.S.). FIELD VERIFY ALL FINISH &. Framing clips (i.e. PG S PB) shall be provided top and pp• g p F.F. ................... FACE FRAMED 5/0LO .............. SELF CLOSER 12. Provide underfloor ventilation not less than 1/150th of the and bottom of foundation to be level. bottom. TO FINISH SURFACE DIMENSIONS. FIN. FLR............ FINISH FLOOR S.G. ................. STAIN &RAPE underfloor area. 11. Reinforcingsteel shall be rode 60 with deformation per bottom of all posts, mullions and double studs at edges of g openings. 12. All interior bathroom fans shall provide 5 air changes per SPECIFICATIONS 15. Provide attic ventilation not less than 1/150th of the area ASTM specification A-615 and welded wire mesh per ASTM hour. F.O.G. ...............PAGE OF CURB or SPEG'5............. 7. Provide double joists under all parallel partition. of the attic. specification A-185. 15. Provide automatic dampener at all ventilation fans. PAGE OF CONCRETE SQ. .................. SQUARE p 8. Where plywood sheathing is used on roof or floor, sheets p 14. Veneer anchors shall be design per 2015 GRG. 12. Splices in reinforcing shall lap 32 diameters in concrete 14. Gas piping shall not be embedded in or below slabs within F.O.S. FAGS OF STUD STD . ............... STANDARD shall be laid perpendicular direction of joists. Plywood sheets p�p• g 15. Stairway designs shall per 2015 GRG. and 45 diameters in concrete block. Reinforcing shall be bent building or ass under foundation. F.G. ...................FIBERGLASS SURR ............... SURROUND I6. Tempered safet lass typical at all exterior sliding IS" min. around corners in walls and pilasters. shall be staggered. Min. area of sheet to be 16 for ft. All g p p y g yp g p I wood is to be DF structural II rode or exterior use G-G 15. Sheet metal to be a minimum of 26 Ga. g.i. unless otherwise FIX . .................. FIXTURE SIM ................... SIMILAR doors, sidelights adjacent to doors, any glass less than IS 15. No. 4 rebars continuous top and bottom of all concrete o yC-D grade. g noted. Provide valley flashing. FLASH. ........... FLASHING TEMP . .............. TEMPERED from floor, interior shower enclosures and any window above stem walls w/ 20" lap at all joints and corners. Horizontal cl. Edge of plywood sheet not nailed to stud, joists or solid 16. Provide spark arrestors on all chimneys. FLOUR. ........... FLOURESCENT &LS &LASS tub or inside shower enclosures or any hazardous location for rebars to be placed 3" from respective top or bottom of blocking shall be blocked by 2 x 4 and nailed with edge TONGUE 4 which glazing con be subject to human impact. concrete foundation. PLUMBING: PLR . ................. FLOOR T � & ........... nailing, unless tongue and groove is used. FT&. FOOTING GROOVE 17. Smoke detectors shall be installed in every room and at a 14. Provide UFER electric ground w/ 2 no. 4 rebars 20' long 10. Subfloor to be 3/4" DF C-D T 4 & plywood, nailed F.A.0. ............... FORGED AIR UNIT THK. ......... THICK po int oint centrally located in the corridor or area giving access embedded in footing in opposite directions. Install GEG perpendicular to floor joists with ad at 6" o.c. edges and 10" I. All plumbing • Installation shall conform to the California to each separate sleeping areas. In new construction, all continuous from UFER to water pipe, but not to gas pipe. o.ce . field. Plumbing Code 2016 and City ordinances currently in use.. G.I. GALVANIZE IRON TYP. ...... TYPICAL ...... smoke detectors shall be hardwired with a battery back-up. 15. Provide 5/8" diameter x 10" (min.) anchor bolts w/ 3" sq. x II. Subfloor applied direct) over girders to be 1-I/8" DF C-D 2. Provide approval from the Sanitary District. GA . ....................GAUGE U.N.O. ............. UNLESS NOTED Smoke detectors installed in existingbuildings may be sole) I/4 thk. steel late washer and nut at 4 -O o.c. one-stor pp y g �� 3. Provide a 6" sand bed and cover if plastic or VGP is used g y y p y T ff G plywood, nailed with IOd at 6 o.c. OTHERWISE batter operated. - - &LS. ................. GLASS y p and at 4' O" o.c. two story, unless noted otherwise on shear for sewer line. 12. Provide rafter ties at 48" o.c. where telling joists are &LU. LAM.......... GLUE LAMINATED U.B.G. UNIFORM BUILDING Ia. All loth and plaster shall conform to 2015 GRG R705.6.3. wall schedule. Locate anchor bolts within 12" from corners and perpendicular to rafters. 4. A 4" cleanout to grade shall be installed within the first 4 &LZ. ................. GLAZING CODE Exterior lath and plaster (stucco) shall be applied 7/8" thick butt joint. 13. Purlins shall be 2x6 min. or the some size as rafter, feet from property line, where lateral enters the property UNIFORM PLUMBING min. in no less than 3 coats over wire mesh lath, over 2 layer 16. See Shear Wa11 Schedule for anchor bolt spacing at shear whichever is rooter. and shall be housed in a concrete box with removable cover. G.P.F. .............. GALLONS PER FLUSH U.P.G. ............. , CODE 15# rode D felt with wee screeds (typical unless noted walls. g 5. Backflow device shall be installed if required b Sanitar &R. ................... GRADE g p yp 14. Bolts bearing on wood shall have standard cast iron or ci, y y otherwise). 17. Install 6" x 14" galvanized screen foundation vents. District. UNIFORM MECHANICAL malleable washers. Bolt holes shall be drilled I/I6" larger GYP. BD.......... GYPSUM BOARD U.M.G. Iq. Provide approved flashing at all openings in the exterior 15. Provide two 6" x 14" galvanized screen foundation vent than bolt diameter. Threads shall not bear on wood. Lag 6. Condensate drains shall not enter sanitary system. HDR................... HEADER CODE walls such as doors, windows, skylights, vents, pipes, ducts, etc.. per car space in garage exterior wall. For additions, extend screws pre -drill holes some as diameter of root thread. 7. Regulators are required for pressures in excess of 80 H.V. ................ HEAT VENT VERT. ........... VERTICAL in such a manner as to make them water proof. All metal existing utilities (i.e. pipes, hose bibs, etc.) removed due to Enlarge to shank diameter for length of shank. lbs. H.D. HOLD DOWN W WASHING MACHINE flashing shall be Ga. 26 61, unless noted otherwise. placement of new addition, to exterior wall of new addition. 15. Columns and posts at exterior locations or subject to 5. Floor drains shall be equipped with trap primers. .................. ..................... I.0.5.0. INTERNATIONAL W/C WATER CLOSET 20. Provide a min. 12 x 12 access to all tub shut off. Iq. For cold joints, drill 1/2 dio. holes Into existing concrete, water splash shall be I" above finished floor and shall bear q• Water heaters located within the building shall have drain ........... ............... CONFERENCE OF W.H. WATER HEATER 21. All dimensions are given as face of stud unless noted brush and air clean hole, pack and epoxy grout (use 'Adhesive on a metal base plate or a foundation plate or sill as from heater to exterior location. BUILDING OFFICIAL W/ .................. WITH otherwise. Engineers concressive or equal). Provide 24 min. lap into specified Sec. 2504.11.2.7, GBG. 10. Water closets installed in any building within the City shall WOOD 22. All dimensions take precedence over scale. Do not scale new concrete and tie to continuos rebor at top and bottom 16. Where stud wall abut masonry walls the stud shall be 2 x 4 be limited to not more than 1.28 gallons per flush. INSUL. INSULATION WD. drawings. of new footing. DF PT member and anchored with I/8" x 3" 'Romset' drivepins EXCEPTION: Excessive long sewer laterals or other JST. ............... JOIST W.I. ................. WROUGHT IRON 25. These documents were prepared for a negotiated ® 24" o.c. unforeseen circumstances that would impair the proper LINO . ............. LINOLEUM WIND., WDW... WINDOW contract between owner and builder / contractor. Not all 17. All studs shall be continuous and uninterrupted for the removal of wastes need not comply. M.B. ................. MACHINE BOLT W.P. WATER PROOF conditions and details are shown. It shall be the owner and entire full height of the wall unless supported laterally by ................ WEATHER STRIP builder / contractor's responsibility to select all finishes and coiling, floor or rafter joists perpendicular to the wall. The MFR. ............... MANUFACTURER W.S. ................ g, j p p f ixtures. M.G. ................. MEDICINE CABINET W.W.M. WELDED WIRE max. allowable wood stud height shall be per Sec. 2308.q, ........... MTL. ............... METAL MESH GBG. a M nA S - 111 t L Ors LL 60416 �+ 00+QLL L L L C 6; �y dl�O;UL�JS 6 6 0 L 0 0-� 0 n„ L W 04Q00 a%26 6 �uL T V di Q 0 0 :16) 1 ,.� 6�„LL4 ;L 00c® H Q6 0 L V 0 4 6 i Q Q 6 s6 ®> 15c, JI Q6 �L,9 �L-0 066 L z -6 m 0- 6` 6Z r c 60QJ� La. ®m 41V E0 0 9L J �61 ILL dl L C�0�1V� 0LG 0 £ 5Q0- f fb I _Q013L '90Li 00 00 w 00 00 � cv < 00 0 X � o t~ w � � O a A 0 Q QILI - Z Z W I C IH- Z < Z Z Ll C 111 � �Nv TSA I PATE. a/1/201at DRAWN BY. FT Kun scA�E. AS NOTED F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:34:39 PM, DWG To PDF.pc3 EXISTING EXTERIOR ELEVATIONS NRY 'L SPARK REMAIN i I I� 1 (E) 60510 (E) 60310 I � SLIDER Z = SLIDER T� JXjJ J (E) 2050 V 5LIDER EXISITN6 EXTERIOR STUCCO AND COLOR TO REMAIN I I — — — — — — — — — — — — — — — — — — — — -- _ (E) F.F.: I1038' I EX151TN6 GRADE TO REMAIN EXISTING 2-GAR GARAGE TO BE CONVERTED TO FAMILY ROOM — — — (E) F.F_: 110.38' EXISTINGMASONRY CHIMNEY w/ MTL SPARK ARRESTER TO REMAIN I I\ L/ I N I L. J . L. Y� 50ALE 1/4" = 1'-0" 12 EXISTING ASPHALT (E)b SHINGLE ROOF TO REMAIN (PE) 60510 5LIDER EXISITN6 EXTERIOR STUCCO AND COLOR TO REMAIN EXISITN6 GRADE TO REMAIN LEFT SIDE ELEVATION (ksr=s*) 1` I (.-;' T T I =) I l../ Z-- L-- L—L-- Y j"N I I L..-' I N (EAST) 50ALE 1/4" = 1'-0 " EXISTING A5PHALT SHINGLE ROOF TO REMAIN EXISTING MASONRY (E)6 CHIMNEY w/ MTL SPARK ARRESTER TO REMAIN — — — — — — — — — — — — — — — — — — — — 'IN& 2x IN -LAY TO REMAIN F.F_II0.38'— r �fiJAl Al �fiJ EXISITN6 GRADE I 'G 'G TO REMAIN SITNG GRADE REMAIN a 0 nA nA nA m DO � � DD 00 00 > U V1 s. d A ." 5 °2 �I U 00 I�1 Ax�o� � A a 0 0 z 0 � 11 0 111 I z Z tu Q ° m - r/ tu tu (R TSA I DATE: 2/I/201li DRAWN BY: FT Kun SCALE: AS NOTE=� _ -4116111� A-� NOTES and LEGEND: INDICATES NEW 2x4 WOOD 5TUD5 AT 16" O.G. WALLS (TYPICAL U.O.N.) INDICATES EXISTING WOOD STUD WALLS AND STRUCTURES TO REMAIN. DIMENSIONS SHOWN ARE MEASURED TO APPROXIMATE FACE OF STUDS FIELD ALL FINISH TO FINISH SURFACE DIMENSIONS. NEW UPPER FLOOR PLAN SCALE 1/4" = 1'-0" LAN a 0 0 0 L 11 "Goy 604115 �+ S — m 6 c n 0 0�40�0� 041 �dl 6 6 0 i 0 0-� 0 n„ I W 0 4 Q Q £0 a y 6 6 �Ji 46 "s® Q V m m 0 -JO � i L m�4m„0c� H Q 6 0 i 4� i Q Q 6 s6 ®> 6 c„ m Q 6 c 6 y 9 T ha 0 Z �_ m 0� 6` pZ r c 6 0 0- c -u — a. % E O 0 9 c 1) o Ql dlNL 00") O i 0 £ 6 0-�669V13L '90Li V L oc C� 00 .r � N N z a 3 �Ay 0,C) 00 Y O Mn `J FN o � A a 0 0 z 0 ILI p ILI 0 Z Il_I I — C III— Z Z W l�l (� 0 ° C � �Nv TSA DATE. &/2O/2O 19 DRAWN BY. FT Kun SCALE. AS NOTED � F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:48:01 PM, DWG To PDF.pc3 NEW METAL SPARK ARRESTER w/ I/4: 50 10'-0" (MAX) MTL INSECT MESH (10'-0" MIN, TOTAL OF 25'-0") 71-3" PROPOSED SECOND FLOOR SIDE SETBACK NEW 22"41) 5UNTUNNEL BY 101/1.5.2/ A440-1 ); INSTALL 12 EXISTINGMASONRY PER MANUF'R 5PEG5. (N)5 CHIMNEY w/ MTL SPARK SLOPE ARRESTER TO REMAIN EXISTINGM SONRY NEW ASPHALT SHINGLE CHIMNEY w MTL SPARK ROOF (GLASS A), OWNER ARRESTER TO REMAIN SELECT 12 NEW -I/5" THK (TOTAL OF (N)5 3-LAYERS) EXTERIOR STUCCO, SLOPE MATCH EXISTING FINISH AND 5 _7 COLOR, TYPICAL. EXISTING ASPHALT SHINGLE ROOF TO 12 12 I I REMAIN I(1 EXISTING ASPHALT (E)6 5HINGLE ROOF TO REMAIN H W I 2 �WW F� bD I I LLL 2* �J LLLLL]22 -� zz =_ luJU aQ zz �W _ _ zz O 82 QQ 2 pQ LLLLL W Q N JU a4r</GN ry 2 No — 0= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _-- - — — — — ----------- — �ry 0 0 >n EXISTING 2x IN -LAY TRIM TO REMAIN T lu LD SLIDER i DKn Q = O W_ Z_J LLII� w; a J * Q I EXISTING BRICK Q Ul' IY I FACADE TO REMAIN EXISITNG EXTERIOR i bd W I O STUCCO AND COLOR TO ZIf Ly REMAIN I F fi --------------------------------- — --- — -- — EXISITNG GRADE I Q TO REMAIN �fi J J J G NG GRADE EXISITNG GRADE G l4 EXISITNG GRADE iAs EXISIT TO REMAIN 8q, TO REMAIN TO REMAIN io �O is AFT S 1 �E EVA�T 1 Oil (NEST) 1_ 1.._ F R0N7 E L EVAT I ON (SOUTH) SCALE 1/4" = I'-O" (MATCH All) SCALE 1 /4" = 1 '—O" NEW 22" 4? SUN TUNNEL BY VELUX' (AAMA/ WDMA/ GSA 101/1.5.2/ A440-11); INSTALL PER MANUF'R SPECS. TOP CAP AT NEW PARAPET w/ 7/8" FIXED "� o I RE1 2'-I" oescuRe I I H NEW 22" 4) SUN TUNNEL BY 'VELUX' THK (TOTAL OF 3-LAYER5) = GL5 I I = (AAMA/ WDMA/ GSA 101/1.5.2/ (E)6 EXTERIOR STUCCO, MATCH EXISTING I I I 'O A440-II); INSTALL PER MANUF'R EXI5TING ASPHALT FINISH, TYPICAL. SLOPE TO DRAIN. SHINGLE ROOF TO 0 I 5PEG5. REMAIN T_ BUILT-UP FLAT ROOF OUTSIDE J = J 2 O Z F H k) — J BATHROOM WINDOW. PROVIDE J_ NEW 'I/8" THK (TOTAL OF J - a _ _ = H lu W N 1/4" PER FOOT SLOPE TO DRAIN N WQ 5-LAYERS) EXTERIOR N lu W 'V- W Q V I 0 0 ;- d �_ STUCCO, MATCH EXISTING Q �- Q IJ = ul IL O 0 H u1 FINISH, TYPICAL. H < 0 p x O z I NEW ASPHALT 5HINGLE ROOF 2 2 Z Z N J 0- I 0 (GLASS A), OWNER SELECT. DO BUILT-UP FLAT ROOF w/ ASPHALTICLLLULiLL5:12 PITCH AT NEW ROOF. J J J WATER PROOF MEMBRANE (OR 0 I IL ry RUBBEROID WASTER PROOF .� MEMBRANE) w/ 2$ SLOPE TO DRAIN ry WK 2X2 o/ 2x8 REDWOOD TRELLI5 JOISTS �L JJI Z 2 AT 24" O.G. N�LL � I I — — — — — — — — — — — — — — — — — 0= �0 in 20'-0" I — — SECOND FLOOR BALCONY o/ DRIVEWAY AREA INDICATES DIRECT VENT EXISTING 2x IN -LAY FIREPLACE EXHAUST UNIT, TRIM TO REMAIN INSTALLED PER MANUF'R SPECS. f= (F� 60310 � � (E) 60310 (E) NEW 7/5" THK (TOTAL OF SLIDER Z y SLIDER SL MATCH EXIST N& FINISH AND STUCCO, � j z (E) 2030 COLOR, TYPICAL. W SLIDER EXISITNG EXTERIOR EXISITNG EXTERIOR r I STUCCO AND COLOR TO STUCCO AND COLOR TO O I r J I REMAIN REMAIN l J I L— I (E) F.F.: 110.55, M— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I EXISITNG GRADE EXISITNG GRADE EXISITNG GRADE TO REMAIN TO REMAIN TO REMAIN NEW I- GAR CARPORT NEW 2-GAR GARAGE AREA NEW FAMILY ROOM LEF7 S I ICE E1_EVA�T 1 ON (NEST) 50A�LE 1/4" = 1'-0" (MATCH A�2) ICI III (N) 4030 FIXED w/ OBSCURE 6LS 154 %) 111 L C 6�s �LOONO � S — O�mpmOc �® 66�i00—�m,n„� py416�6 V m Ql� � ��4mUoOc� H Q6 0L 4� t � 6 s6 ®> 6 c„ � 0_ i6 at. 9 61 t -6 6 c z 6` la.- � � c 60 p J 0� 9 in " m 0 6 ®_6� m m L VL lu 111 L C 6�s �LOONO � S — O�mpmOc �® 66�i00—�m,n„� py416�6 V m Ql� � ��4mUoOc� H Q6 0L 4� t � 6 s6 ®> 6 c„ � 0_ i6 at. 9 61 t -6 6 c z 6` la.- � � c 60 p J 0� 9 in " m 0 6 ®_6� m m L VL lu � .� DD DD CJ 000 W A� O � bA W� A �w A a 0ul t - Q z O z V TS?% I A�4 DATE: 6/20/20 I G aRAwN BY: FT Kun SCALE: AS NOTE F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVI D TSAI\2019 ADDITION PLANS FOR DAVI D TSAI\DAVI D TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:35:06 PM, DWG To PDF.pc3 NEW 22" 0 SUN TUNNEL BY 'VELUX' (AAMA/ WDMA/ GSA 101/1.5.2/ A440-11); INSTALL PER MANUF'R- SPECS. (E) 4aslo SLIDER PATCH AND REPAIR EXTERIOR STUCCO TO MATCH EXISTING (E) F.F.: 110.38' - EXISTIN&MASONRY CHMNEY w/ MTL SPARK 50ALE 1/411 = I'-O" (MATCH A2) NEW 22" m SUN TUNNEL BY VELUX' (AAMA/ WDMA/ GSA 101/1.5.2/ A440-II); INSTALL PER MANUF'R SPECS. NEW ASPHALT SHINGLE ROOF (GLASS A), OWNER — 5ELECT. ROOF PITCH 5:12 I ' NEW 2x4 STYROFOAM TRIM w/ SKIM GOAT __7 XISTIN6 A HAL HIN6LE RO F T MAIN I ILL NEW METAL SPARK ARRESTER w/ I/4: 50 (MAX) MTL INSECT MESH IT-3" PROPOSED SECOND FLOOR SIDE SETBACK NEW OWNER SELECT DECK TILE FIN15H o/ MORTAR o/ ELA5TOMERIC WATER PROOF MEMBRANE. PROVIDE 2% MIN. SLOPE TO DRAIN. 12 (N) SLOPEF i INDICATE GUARD STILES rr =0 NOT TO � I — — — — — — — — — — — �o EXISITNG GRADE e3 TO REMAIN NEW METAL SPARK ARRESTER w/ 1/4: SQ (MAX) MTL INSECT MESH STUCCO FINISH, TYPICAL. � sew 26�a 5H SH I I 117511 Ll Ll 3-LAYERS)EJFTERIOR STUCCO, W �y NE2x12 STYROFOAM MATCH EXI5TI G FINISH, TYPICAL. SKIRT w/ SKIM GOAT I STUCCO FINISH, TYPICAL. I -- OO---------------- I 1------35,-10"- - - - - - - - - - - - - - - - - - - - - - - -h Iry - - - - - - - - - - Z7A9TTL57EREM7SEGf TVVFlA�i - - - - - - - - - - - - - -11 O IL z � I — — — — — — — — — — — �o EXISITNG GRADE e3 TO REMAIN NEW METAL SPARK ARRESTER w/ 1/4: SQ (MAX) MTL INSECT MESH STUCCO FINISH, TYPICAL. � sew 26�a 5H SH I I 117511 Ll Ll 3-LAYERS)EJFTERIOR STUCCO, W �y NE2x12 STYROFOAM MATCH EXI5TI G FINISH, TYPICAL. SKIRT w/ SKIM GOAT I STUCCO FINISH, TYPICAL. I -- OO---------------- I 1------35,-10"- - - - - - - - - - - - - - - - - - - - - - - -h Iry - - - - - - - - - - Z7A9TTL57EREM7SEGf TVVFlA�i - - - - - - - - - - - - - -11 O IL z _00 � 0 _ �4 1V� 6JU lu =z- �Xz u1 U (E) 49s10 SLIDER (E) F.F.: 110.56, — _I NEW CONCRETE PATIO LANDING w/ 1/4" PER FT SLOPE TO DRAIN. PROVIDE 10" (MIN) THREADS, AND ?.5" (MAX) RISER INDICATES BUILT-UP FLAT ROOF BEHIND PRIVACY WALL (LOCATED BELOW O / BATHROOM WINDOW). W SLOPE TO DRAIN. 2 INDICATES INTERIOR WALL AND BOTTOM OF TRUSS ENVELOPE (N)s SLOPE NEW AS HALT SHINGLE EXISTIN MASONRY ROOF (CLASS A), OWNER CHIMNEY w/ MTL SPARK \ SELECT ARRESTER TO REMAIN LLLLLLLLLtLLLLLLU lu I (N) 5051, SLIDER Z (TEMP LASS) �w I w U L--- '0 - BUILT-UP FLAT ROOF w IASPHALTIG Lu WATERPROOF IMEMBRANE (OR RUBBEROID WATER PROOF MEMBRANE) Iw/ 2% SLOPE TO DRAIN o/ C2x8 REDWOOD TRELLIS _ - - JOISTS AT 24" O.G. _ - - - - _ I * w x I 2 ___ z !�wLu I $- �< I lu a w w z I � OF NEW -7/8" THK (TOTAL I I I_- (E) F.F.: I 3-LAYERS) EXTERIOR I I I I I I I 1 0 STUCCO, MATCH EXI5TIN6 FINISH, TYPICAL. EXISITNG GRADE TO REMAIN REAR ELE ll l'ITIOI`1 (NORTH) SCALE I/4" = I'-O" INDICATES 42" HIGH (MIN) GUARDRAIL w/ VERTICAL STILES SPACED NOT TO EXCEED 4" APART. 20'-5" SECOND FLOOR BALCONY o/ DRIVEWAY AREA NEW CONCRETE PATIO LANDING w/ / EXISITNG GRADE �fi� I/4" PER FT SLOPE TO DRAIN. TOP EXISITNG GRADE TO REMAIN G OF LANDING TO BE I" (MAX) BELOW G DOOR THRESHOLD TO REMAIN /0 6, NEW FAMILY ROOM /0 6 NEW 2-GAR GARAGE AREA C� T S I L-..)E ELEVATION (EAST) SCALE 1/411 = I'-O" (MATCH Al) J J 0} Q BUILT-UP FLAT ROOF w/ ASPHALTIC WATER PROOF MEMBRANE (OR RUBBEROID WASTER PROOF MEMBRANE) w/ 2$ SLOPE TO DRAIN /o/ 2x8 REDWOOD TRELLIS JOISTS / AT 24" O.G. NEW I- GAR CARPORT EXISITNG GRADE TO REMAIN a nA nA nA S — N L C [ O Q 6 p� t m� 9 m Sc15 — ®di C c 0 p Cc:0 0 L C 6 OpmpmO� �® , z m 0 0 m � di 6 6 0 ; L p p-m d) n10 „ dl V m Q m p --0 'u as 5++ C C4 ; L y 6 C Y— p` L ��4mUo��„pc H Q6 p L —� L 64 L 6 s6 y L 15 Q6 c p in CLL L,9 oL-0 6 c Z �d) m p- 6` 6z d c 00KtzQJc -ql a.fbdi 15 V E O 0 9 c p_ i JI N C 0 ul') m6 ESQ 3 i m L (a �, 4) £ Q ® p_ H 6 69 6 L '9 m L V1 � 00 .� o0 00 v 00 ' w � GD W A uU0 ."0000 A 0 00 a 00 � O bA i+r 0 w 0 � O a A F-'j'lril Qd O 11 IIJ Ilf— Z Il-1 I z�� �►� z lu ° m tu (t TSA I DATE: 6/20/20 1 G DRAWN BY: FT Kun SCALE: AS NOTE=� F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVI D TSAI\2019 ADDITION PLANS FOR DAVI D TSAI\DAVI D TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:36:02 PM, DWG To PDF.pc3 NEW METAL SPARK ARRESTER w/ 1/4: SQ (MAX) MTL INSECT MESH NEW ASPHALT SHINGLE ROOF (GLASS A), OWNER SELECT NEW 22"(P SUNTUNNEL (N)S (OWNER SELECT) - SLOPE NEW ASPHALT SHINGLE ROOF (GLASS A), OWNER SELECT MATCH MATCH (EJ (E) H NEW 7/8" THK (TOTAL OF / \ tu 2 3-LAYERS) EXTERIOR STUCCO, / \ _ � MATCH EXISTING FINISH, TYPICAL. 0 ,z V �LU H LUNEVI-I/a" THK (TOTAL z2 z �Q 0 OF 3-LAYER5) LU = (N) MASTER \(N) M STER / EXTERIOR STUGGO, \ z BATHROOM 12 SU I E TYPICAL. MATCH EXISTING FINISH, z / 00 (N) � � NEW ASPHALT SHINGLE SLOPE \ / ROOF (GLASS A), OWNER N w 7 SELECT z OX Lu 0.0 0 9A NEW 2x12 STYROFOAM SKIRT w/ SKIM GOAT D N STUCCO FINISH, TYPICAL. H _ T- NEW 7/8" THK / �0 FU = (TOTAL OF 3-LAYERS) / _T Z EXTERIOR STUCCO, MATCH EXISTING 6 W = FINISH, TYPICAL. / 0 0W u TA z Q L \ (N) FAMILY ROOM CL W� 0 Q NEW FINISH FLOOR \ 42" HT (MIN) METAL GUARDRA I L TO MATCH (E) FINISH FLOOR (E) F.F.: 110.38' NEW CONCRETE PATIO SLAB w/ 1/4" PER FOOT SLOPE TO DRAIN �, 3U I Lr�) I l FRAM 1 N.l SECTION �-11 SCALE 5/51I = II-01I NEW 7/8" THK (TOTAL OF lit 3-LAYER5) EXTERIOR STUCCO, MATCH EXISTING FINISH, TYPICAL. 1-I TI TI TIT 17 7 FI P TI TI TI I I I I I I I I I I I I I I I I NEW ABUILT-UP FLAT F] TI TI TIT 17 FF Ff l� TI TI T ROOF, SLOPE TO DRAIN I I I II I I I I I I I I I I I I )I �I ILL I I I I I I I I I I I I I 11I�I� K IIIIIIIIII II (IIIIIIIIIIII 0IIIIIIIIIII�� II KIIIIIIIIIIII (N)s 12 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (N)s 12 1111111111111111111111111111111111111111 NEW ASPHALT SHINGLE SLOPE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NEW ASPHALT SHINGLE SLOPE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ROOF (GLASS A), OWNER I ROOF (GLASS A), OWNER SELECT SELECT qP� NEW 2x12 STYROFOAM 9P� NEW 2x12 STYROFOAM SKIRT w/ SKIM GOAT Q SKIRT w/ SKIM GOAT STUCCO FINISH, TYPICAL. STUCCO FINISH, TYPICAL. Uo LU LU LUIL t2 OZ 1 J W d < j NEW 7/8" THK NEW 7/8" THK Q J LU (TOTAL OF � 7-(TOTAL OF 'b Z X 3-LAYER5) LU 5: 3-LAYER5) W > - W EXTERIOR STUCCO, T EXTERIOR STUCCO, T MATCH EXISTING ' MATCH EXISTING ' l9 `-r z H FINISH, TYPICAL. z U H FINISH, TYPICAL. OW wDW LU ~X wz 0 wz v W T z� 4I Q� LU Q� w� 0 �_� zW �_� z2W 0ft LL p- 0 LU QLLL Q- Q T Q W < LU � I F NEW FINISH FLOOR (N) 2-G>4R ~ NEW TOIMATGHSH O�E) � (N) 2-G>4R TO MATCH (E) W FINISH FLOOR _ &ARA&E _ _ _ FINISH FLOOR _ &ARAGE NEW CONCRETE SLAB w/ NEW CONCRETE SLAB w/ 2% SLOPE TO DRAIN 2% SLOPE TO DRAIN DASH LINE INDICATES DASH LINE INDICATES TOP OF EXISTING TOP OF EXISTING EXTERIOR GRADE EXTERIOR GRADE BUILr�)IN6.7 FRA1--vIIN6.7 SEC710N G BUILr�)IN6.7 FRA1IIIIIIIIIIIII"I'IN6.7 SEC710N A-6 SCALE 3/81I = 1 I_01I A-6 SCALE 5/51I = I I-o II a nA nA S=0L c =�460®cd01C9y Ors ci 0 Q 60416 �+ S — i 0 IJlc l '15 Tic 6 0p40sU 0c 0% l"; ddl 6 6 40 0 i % W 0 4 Q 0 0 a y-c 6 6 V i 4 6 " V dl0 m0-0s0 �IS +•0 �„�cc4 ;i C y 6 p— O i m H Q6 0 i — U i Q Q 6 s6 ® > 15c, m 069 6 c _y�i0 -°z 5040046zc: 60Q0c�®0 „p�0 '15E O 0 9 coi 0 $ L q�O-L d)NL 061V� III In, - q Q-'Q L Oi�s0�0£6Q% f66906®06d10i V1 oc (41l v 00 � N N � O 3 A 0 a W 00 y ^ O 40 � bA � t~ w � O � A a 0 Q p - z ILI O p ll� ll� W c I v C I� Z < 0 Z W V1 p • C al k) TSA DATE. &/2O/2O 19 DRAWN BY. FT Kun SCALE. AS NOTEn F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:36:34 PM, DWG To PDF.pc3 a 0 0 0 0 0 9L c�46Q®c�cy 0�5 �i 604115 �+ S — m 6 c n 0 0�40�0� 041 �dl 6 W 0 4 Q Q £0 a y 6 6 �Ji 0 V m e m 0 m�4mUo��„Oc� H Q 6 Q Q 6 s6 ®> 6 c„ mQ6y9Di0 0c Z 04OZc�c 60QJa.% E O 0 9 c 1) oQl dl NL 0 Mdi ri VO Oi�50��£6Q� �069V13L '90Li V L oc C� 00 .r � N N �Ay ^0 �Ci OO Y O Mn `J FN A W O L O Z ILI p ILI Il_I I - C III— Z Z W l�l (� Q ° C � �Nv TS?k DATE. &/2O/2O 19 DRAWN BY. FT Kun SCALE. AS NOTEn A�7 F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:37:04 PM, DWG To PDF.pc3 a 0 0 0 0 0 9L c�46Q®c�cy 0�5 �i 604115 �+ S — m 6 c n 0 0�40�0� 041 �dl 6 W 0 4 Q Q £0 a y 6 6 �Ji 0 V m e m 0 m�4mUo��„Oc� H Q 6 Q Q 6 s6 ®> 6 c„ mQ6y9Di0 0c Z 04OZc�c 60QJa.% E O 0 9 c 1) oQl dl NL 0 Mdi ri VO Oi�50��£6Q� �069V13L '90Li V L oc C� 00 .r � N N �Ay ^0 �Ci OO Y O Mn `J FN A W O L O Z O o ILI p ILI Il_I I - C III— Z Z W l�l (� Q ° C � �Nv TS?k DATE. &/2O/2O 19 DRAWN BY. FT Kun SCALE. AS NOTEn F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:37:43 PM, DWG To PDF.pc3 � G D BUILT-UP FLAT ROOF W/ ASPHALTIC WATER PROOF MEMBRANE (OR RUBBEROID WASTER PROOF MEMBRANE) w/ 2$ SLOPE TO DRAIN o/ 2x8 REDWOOD TRELLIS JOISTS AT 24" O.G. ROOF i=LAN SCALE 1/4" = 1'-0" A-8 a nA nA nA nA nA lie L 604115 �+ S — m G. 6 c n 0 0�40�0� 041 �dl 6 6 0 i 0 0—� O n„ I W 0 4 Q Q £0 a y 6 6 �Ji 46 "s® V m Q L m 0 —JO a m m�4mUo��„Oc� H Q50i 4�i QQ 6sU 0 6c„ 19 L L i a r0 0 c Z �1 0�04OZr�c L 0- c -u ® $ a. % E O 0 9 c 1) o Ql dlNL 00") di ri Oi�50�lb �£6Q� �069013L '90Li VL oc C� 00 .r � N N O U �Ay ^0 �Ci OO Y O � bA � Cr" w � O � A a 0 0 Z o ILI p ILI Il_I I - C III— Z Z W l�l (� Q ° C � �Nv TSA DATE. &/2O/2O 19 DRAWN BY. FT Kun scALM AS NOTEn F:\Projects\DAVID TSAI\2016 ADDITION PLAN FOR DAVID TSAI\2019 ADDITION PLANS FOR DAVID TSAI\DAVID TSAI REVISED PLAN FEB 2 2019.dwg, 6/24/2019 1:43:53 PM, DWG To PDF.pc3 W N O C0 00 O (_n A W N Tm< 0-u Z G) m EQD z m�u-a ,D n-a DDn n Z n� m z c D z D 7_ O D p D N O D 1 0 0 O p IT 7' O Z 1 Dr O = Z m y m Z D IT Z CD (17 (17 D O O Cn G) r D 0 r p G) m z Z Cn r r D 1 z m D D m 0 Z �7 E7 C D �1 m r G) 1 0 G) rn �1 0 0 °�D cmi>z O __­1Dp �� mD Xm TOD N0G0 O m -u C o z Z m cmn 0 D D 0 Cl) Z W D ��� � z = m m� = 1 z r Z Cn z m= = D O X0 -nD Cl) r _n IT com0D D D= m Zcn D = r O pCf)z„ mA Z D co �� Zm �� m� 0 Eo n D p= 63 IT 0 X W m z D D O O W O n o X D z D T m O � m m r G) T D r W 0= p Cl) cmn 0 0 CoCy W D p 1 D () pm X n D -n D = m Z r 0 m IM Cl) z ° m= O C7 = p T Z n m � A 0 1 D m m T D = D � r G) O �_ D O C) _ (n X 0 00o C) D O m D m o f D m z T D z = p 0 T (� _ D z D Om _ 0 Z 0 G) <, -n m ?t M Cn OD 0 c 0 � T * D D D� _ O= � = Z D 0 IV n O 0 z < m m � m D 0 1 w A m 0� TX C �� m G)0 z=m D� Z� _ o C m mp O 0 IT D z Cn m* r = _ D m D D D co D D . n 0 0 00 0 z O C) = p U) 0 m o m r0 � 0 M 00 Z D m M rn UJD _ _j �J, 21m m� m -0X 0Oz0 = x CmnE0 n m C° 0Cn � Dp D(n O m0 y ED m 00 IT -i Cn � m 0 z- �� m U -n 0 D a O D m 0 Z D = m O r o 0 n () 0 G) 0 O= = X D= °z D m : C m � O °c 0 0 C) 00 L° = 0 Ao W= 0 oZz -i Cnn C m z 0 O D r0 m (�nG) _O O ch D _ 0 00 p ZZ D z mZ O D= G)0 G) �z0 � rn 0 m z Zm n m D m = m G) = m -i m � D D D 0 _j pm � _ D C 7_ D 0 O n Z < m m (n C D z m r Z D 0 z � D X G) Am m m O m mC) �p 00 cn0c 0 c D 22 D O D 0 n m Z Z W r m r m n m �7 Z 0 0 0 Om T Gm)z 7 D mn mU) 7_ AG) O Z N ()m m ? n? O <0 0 0 Cl) Z �� z � z ITG) �0 �x IT = D0 D m� C o �� �m 7_ Au c� r C p < o� D 2 O 0 �7 Z C C) Ea 0 m G) Cn m En D Cn z 0 0 ++ I = r re y I = r0 m r- m = � z �j m -j O z 7 Z Z r G) 0 z D m ;0 D IT � D 0 m m r D z z 0, A X 0 00 D = m X O X Cn �7 Cn Z Z G) D G) Z j m X M M 90 G7 _ C 00 Cn Dw DDry M0-1 z �D < , �' m�mm� O mr mm� Dm�Zm 00 17- �IT - DZ m�� m=��� I71 �z armMZ =D<�� z 0 p 0 m 7- D m m z D 0 G) n _< 0 _ < C O -0 � C O m 0 IT D � C �Z ���_ m0MIIT m m(zn �(n0 ��-u� DZ m D= m D IT n r- r OT -a O Z D z �_ D r n Z p0 >M0 zop� (nZ �Zn073 �0 -unO;� 0� OOX zp 000 ocZo O G)C);U m� < 70 m� D D� 00 �17,1100 zm znz OT(n< 00 G)O> z;umm O m O T D O O z �m ��-n << _Z ;U -n �< C) r M mom= O i �� -n t_w n � _IT � =�mo n 0 m m=�� C IZZ TI-0�; M z X m I r0� Z 0MZ n M 0 ;U U) _< A W N in CD IT C T D (n r o coW o G) O X IT D6,00- 3 < m (D 7 Q (n � 0=<*X ( mZO0 (I)O 0 �l ,il—ICI v mv v z (n (n -0 N (D (n cD s v CID o o - 3 cZ CI z T v `� ' `� (� 3 m m D z� A — CL o z CD _ T Co W N O' p mO z = mm A O 0- D m r zD L7 n C (D C °Q GAD M ?M n M v n� AC = N cn r r 0 O p) O z < O C' M 0 M O M 3 X O X O ,Z) 3 0 0 z z _ ° 3 m C N D C Z - Cn m r a zv < m (D M v ii I- m= IT - =1 -1 I I=1 A IT z D D Cn G7 o pp III='°mm-01m D C- C O W r C Z G Z O Om;uZm Z � , M C D O _q �A _ mOo mZG) = >0700 O = IT k�m v)T „ �m03 „ Z A Om 0 <� �w Ow.Zm] m0 DmGOA ym �0=Wm U)6 cn OD==r C O DOD O� �� z�z0 0� m=> nE: (n�Tpm p ADO rM X 2 o=O MD IE0C�) DN -5O�(nD A 0 9.0 O N 0 C ZrmO r� 007�m z =K O m Drn m m D z =DOD* � 0r . < 0 ;qM0 _qOC = O o0 0 0 (n000 N nz MC° = D O IT m MIT 0 m m m �0 z O r* (TD V Q Cn rF E Cn zT O 07 0 (n Q O CD 0L Cn T 1" C4 N . D D o S D 0 r+ 3. fl o CD o (D r+n O o 3' _ Z 3 ° O ° CD O 0 D (D 0 �° Z (D 3 o 0 r+ CD 3 a O r- ° g Ou) 3 -I — g rn O_ N < 3C0O ��m^� V) O Cn -0 � m 0 00 Da v -0 � 0 Q O (�Dh M ° s �_ CID 0- o O 0 r+ CD (n 0 -0 3 O O -0 O S O O (D N -0 0' r+ (D 0- O N 3 (D a Cn`� 0- m o n _a° 3 a 3En0 to 0 3 = CD O Er 3 (D ° m 3 r+ 3 (n O° a C� C fi 3 '+ 0 N N Q ° a ° (n 0 O o" (1) rt 0 ° O cn ° cD G-) D D T1 r ? C� f -a a a'� �rn0 O (n �� -o ° v n 0 s -o O v 3 0 Q o O O CD (DO ° ° a ° — N (A D Ort 3 N r0�r ^_ uC7 S ° O+ta O CD fl_ N 3 00 °fls ° rn�< 0 (D C° OO rt fD H, 0 `G �(° < Q_ O 0= o o0 5. v 0 3 ° oDX O o 3 ° rt� C S. 3 rn 0 3 art . �to o' O j C) O �o O� °O O ° Z Oa n' C 0 O j v c0 (�D a4 Ev 0�a rn� Z 3 (n o °Ll)0 -10 c°n 5• O O (n ° OO. ° m c r0+ =i 0°(n 3 Q ° m M_ (n o cn ° rt rna rn� 3 ° 3 (D0 ° 0 (D 0 ° CD (n 0- 3 cC tan o o ° �+O' 3 fl Cn° CD (D ° — � CD -o r+ O o ° m ° o 0 (n CD ° r+ a fi cD c (D ° t° � fio CD a O° OLD m rt N NO �I X O O' , CD SO O? m oa to o O 3 rn to T r r g r O D m C) C) ° s° -1 3 X O D, � 3 3 (D "< -, �< 7 0 -0 � � � °1 CD o °° ET 0 r+ Z O N CD 0 0 N W W 0 O O N O �J J °- o o ° (1) S Z ° C 0 B m O C 0 O r. °_ (D ° CD p 01 0 ° C = 5 M:3r.. C- hS r* N o N ° (D o ° �' + O n o O 3 <• S C CD O O O- CD (n' N -00 d O 5' o o ° S (D a CD 3° fi C 3 Irn c-, < O a O ° O c o o a m Q °� 0O:3 3h O (D CD o. °tea-0o ° ° 3 a + tOn 0 K° v �< o O 0 rn CD o (D v CD (n CD C to ° + CD O — a 0 0 -0 P S n CD ° m 0 0 D - 3 CD CO cD O N O C CD =3 O d (D ° 0 CD 3 3 O 0 (On 3' < ° 0 c 0 CD 0-3 :' 3 (D x0 X 2Mm 000003v>>(A 71 --1J-4(A '+- m DDm3 Z o V) A z xD <��� ��•x�Im C)C)C)0W>>DG rr(�D DD pp CD C sr ;a O (i O U) 2. sa 3 (D = (o 2) su m v 2) o 0 - O 'a m C O =3 r r. m m N: C (D (D C1 S y C O S 3 !y ryrt v 7 m N a 0 (� 2)3 >y' 3 X 2) cr� `` N 3 m _ Z < �i y (D y C C S= S Z N N 1"1 G) �• r=*, 0 n O y a' v y I: N O 0 °' rn 0) r K �' CD _ � a) 0W O. N _ C1 Z S CD 0)= ,C.f N N y a �_= C o`X�2)< z_.y� 'tv� 3 (D o ci o C c 0 v c 0 G� 0 (u m _ m su 0 0) < 0 tv 07 = y O rn C fA r0. sv N N O - 2 O 0 Q o m ;v o flt (D 3 y 7 CL O. o s� . 3. �rx�G�v�tntn(nC�MM09�W 0 0 g > DD [� 01 :r O 2) k O O O rn M 2) O n SD (D O 0) N (D O : O ram•' ; r0•f �s M x M M y cQi 0 CC co CL C)3 T.as r(n -n C) 3 a) 0y Cn O 0) 0) O � ;a ID N 2) =X N : La x � � (D 3 0 (CD -n O O 0) m O O 0 0o fCn C � Z CD C ss y m m m 0� O N W H Q. � (1)X (D to a 3 0 O 0 CD y' y m CD m � o= O (1)ai m m O M C N W N j N A 0 00 -4 N A W-4 N N N W 3 -4 W W A og 00 v U y >v 3 3 = 0 O rQ M A TI Cn Cn Cn > > Cn > > C" Cn Cn Cif Cn Cn N Cn 0 (n 1.0 =LID C>7 A 1„1 y -- m a) m a) m sv --------. m sv lu m sv sv m sv a+ IN -- - N y _ _ _ o m X z z g r g z r z z z r r z z z z g r r r g r 99 n :v C1 O O O C1 O sv 1>) sv O O G sa sv su su O O O O 0 o O O D < (o < j (D (D < (� < m < m < 1`D < 1Z < m < Io < 1`D (p g g (p (p (D -i m ggNC—D ID9 (1 �m (DM m mmmm" m W w U) Cn -a m (/) t/) m m f7 O O z O " O — ID M" y rn O 0 n 7 (D 0< rL O Cn Cn M 'Z 2) G. IC N• (D' 3 � z � z Q :� y CD m Z (D m 02 rn rnM CID m 3 0, 3 fD yZ 1�1 to :rr _ O 0) 3 3 N 11 U, z m m a. tv Q X = H x Z g z -I K -i 1 X z g z -i rD 1 D -i D -1 (A Z 0 O m N D rD .0 r D 0 � D D D O D C O G O O D O Z D D z 0 v O� O D M z n� X O v z 70 0 n `z o z 1 z m 1 D Cm 1 1 0 1 p 1 D D O n (n z Z m< < r 1 < r p 1 n rn O y y O z z 0 a m(D nY O C O C m C D D S D C C m m Z X m X O Z G) D '* rij D z z Oz z D z 1 �Cp T1 ,,, Z Z v C7 cG N C7 H D = 1 n n O C 0 n tau w 1 r O D r O D " D m-0 C v U ^ I D D m T D m Gl m D H{ z (n )*+ z D rc C 70 O C r (Di) D m C N 5 G D r O n D r- m D s D Z Gl D z z Gl m 1 A D s N T O-0 M D r^ m: v K O M O M w " C 3 m 00 DD v D A s D 70 >, C C D Z -� C r„ D m n M W m 1 v c p Z D 1 m r1„ m v m D X C z m D 70 D c ,y N v v O X In p C D z D C 1 A Z T D m m D i < O O = S a � Z n 2 Z 70 N T { 1 D D 7D0 A O 7C m 1 1 (n y W N G1 O m D D m tCi) m 'T' O v n m z 1 C D M D D m v D D O O rD M r N D Z m z > w S A S D 0 p C 5 y y m z O1 ;v z n 56 G1 O D G C z 9 a D p 2 a z z 0 H o ,�,) Or N r M C) � ;a r D Gz :E zl o D n Stv m m A A M > D GD1 1 D z z � O z n D Or N " O D m T1 z (n 70 D � z O O s s G) O D .0 Vm) c 0 0 0 0 v z * R� 0 z D G m m z C z D Z < v O m Z m Ll N N C d m T1 n C G 7Co C z n aj o V 3 m M 1 m D 5 D v v is D D Z D > O < CD o m O O, -n O m SZ d A z 00 z m v v o) 00 IV X V) 1n 0 `0 (%) W Z N V Q O 2 V,N � Z r)'i U7 W N 1 V 'M 0) \ C V in N O 0 A W N W Z 2 A r m 0 0 0 o o p C 0000 z I.- y w U, U, T N T U, T (A-n m T D _n;aT m O c y1 S 01 3 S D N n °) a D v D c § D r T (D � Q v X v � d v+ w "ono N A A A w 0 C. LA. 3 m O l0 N 0, F+ 00 W W U'1 (!( A V7 O n 00 Cl O O O N O U7 A W V F (n }000m A N l0 A (n 0) N { A 0 3 (n N N ut N N D m T T m m T F+ F+ N N N W M 0) W V 00 I-+ 01 N In I•+ V O - O W A N N W W O N N 'n'F C 0 0$ o o w o 0 0 0 0 00 0 N lN0 N pO O W o A 0 M K O O z z O m IL)cD O c, Op C 3 Q C O0 O 0 C c0 O- o c-) O- O O O O_ 3 C)_ m 3 v n o gn N_ 3 -0 v S m= m D O (D C �. N S O (D N U o (0 (p D m E m m a o (o �. Q T. z v Fr U) W o Q v c m n �' cn ID 7- m 3 o o Q v cn- 5 g m' �_ m� m m (o Ro (D v m m o 0. o m O m O cn m C O zr O O Q O N cn z D J z � 3 0) (Q Obi 3 Q �Cc-6 1b��(p n C 4 � 3 cc (fla Q -♦ a � 0 x 3 Qmaw m E wtoLQ fl V -1 Q - -6 ITO) EnEF w � E a' S a 3 Q TV N O l J O0 v C� O — D C) N) I O (D a 1O a) II C:)C O - STREET CENTER LINE SAN FERNANDO AVENUE, 3 0 ° MN^ � XW mm cam �^ v z a re 0 -0 w � � 0) 0m � � W Z m X� Km v r °° O" ZO Dm, Z---I 0 -Q N° O<Z �� (1 U)m� M> 0 n0� m mmm n 3 (p mm N " c� e (0 �� rri C) 0M �� m CDC �l= -(�Ap� cc �7�0 0m sv X aMoz� N 3 0- 0�o U) C►— SLR NN ° 0 r z 3 0 0 OZ tc C. m �Z co W M m m0 m �G� m 5— ll m mm X omo 3�� co m VV""` m o m I * 9— ZZ „0—,� 6 0 C O� F- M r co n , • ���.♦♦• , ►�♦�♦ ��♦♦/<OX Urn rn • ' • �♦�♦�♦�• 12 -1 M T v z E a, cc Om]m 0 D 10'-6„ z D EXISTING mzz SIDE SETBK �DGG) ^ --Im .. Z 0v m� M O �u .0 0 <� z 0 m � mm A Z M Wv MO O,.qC .. M Zl < X mm— K:*Cf) DDZ z� c) O 0 _ ^ ,ll �m 0 Zi 70 O? M e D � m • I, • : Ijl • • IM.1► U� Ii 1 (gyp O C. � Q ss W -6 -p 3 O Nm0 a mD 7 m m � D v -6 rr,r, DZOo C)� z� ID 0D O N Z Zl M D � QO) zW0X�^ fl > Mmv M (� slim -iDOm, E D(n<�N O cc - 0 r p m 0 tc (6 D X (6 MID X m Q- o QC. � 0 < O 0 M _ D w D r' a3E p^ O (1 E Q r m C) � v • z.. O D 0--4 m ZZoo �C 0Z Ajm-� as U) D�OX 0) lb — z M (4 tC 0p D _ 3F om 0 r m - -u — �0° N d O zm 0 0 Q b r M 10 Om D W -i_0(AZ O 0W �rOmv WD�7- Wm zm= D� ZZW cC 17- 0 > o -6 Z� W Ills M-H41w m70 0 K:m ^ fi D_ J �\ N Z 0 K r m � G7 Z C1� m 9t 3 z a o 70 w `D Q 3 d La 6� m 3 �1 O 2 2 zo (� a 7 r0i N f L 0 G z O U1 W A j c 0 N o o J G7 N � tO n v (0 Z; v -o a 0 Z m m o Q Q -0 0 _0 _ (D o 0 a_0 O CD ZT D 3- w m O v o .O-. N v N S- a) .O-. C N .-. v X A C: o 1 C, rn N Q zy cn n� cn s' q (1 Cl b X) to I : M m m 0 ' m m R 41 zz 1811 m M (0 -� W n m m 'n �00 X o0 3 °i^ =r* mom°'° 3 �3 3c0 z x IM �, IIJ 4 Qm X r• 0 Q6LQ 011 0 0 01 2- o y mgZm 0 z (0 �► 3 (0 ro o �. 0 - cn 1710 % = C) X C. Q z m o C. 6� Q < D (n n A D a i °0 .. N m^Z (0 0 M D z ` z v -0 � C4 fi j G7 0 LO 5,_0„ y Z W �.. -0 G) C Q (REQ' r SETBK -4 13 rn —1 0 a x I>. m -� fl► =m Z fl, D G) z 0 3 �%-4 1 Cl O 0-30. 0CD2 CCU 0 N zv A 3 IM LaC--6 N idr0 v (0 0 D m 0 M QP N bC° z 3 C' n -n 100 C N F (D n 3 z 0 Q O C m Or r co, mm -4 K � b 0X m'� z � o z M m D�D� -n > _ F mMz OfA KO _ W>>m CO r O S N M F m D Z_< m m N W m 7F 0 zv{. Ma m� nbi zr DO ZO _n� N1 .ZI b/tiT 0 IM A ,1 GN o 7 0 Q 1 0 m 3 01 _ m oo�� Q ��Ao W UI r r r+ - Z 0 -6 _ F_ m O :* 0o W D rrw 3 0 > X _< " (1 0 00 to 17, �Z0 ?� C�EX� 0 _q � G) 0 {. p}�• r33 z0 KN N /� I O 0 1 D < 0 0 O011 3 00 o D " % �r00 O 0 r 011 V)r� ° D z r• D S o mm O70 � i i15' QUIRED UPPER LOOR SE BACK (25' MIN MUM BINE S TBACK) 17' — " PROPOSED NEW SE OND _OOR SETBACK /N oP m W 0 -1 ZW m-<m no mm0 Z m �1] r mC� �(nD �ij zN� W Mm0 (7 0-iZ 0W F_ W > m— Z Nm 0 ',- cD v • E SL 9.0 T$' W 2—CA E/ CARPORT F.� Mi�i. O X c� Cn m z N G) J N 0 I (n0 D Z NN0)z� 0\p d 0 �O 0- � m 00 neap z F_ 0 0 a C' Z m C b O 0 z D =Zr z M 0 M O U) -0 0 O r► --^I m o < 0 Z D cc -6 Mc) �z� \ mD > C ° { D C s .. (n —0 -4 1� RE 'D SETBK) 21-/ I I� L 0/ 0) 3 0 Mr) r(,i (Pas �D .. D nn �ty �m Q to �31CD _ �lQ IM L O D Cn C (1 Cn °' LO 0 O r• � m z W 0 00 n m 3 m m mA�o� `-' 0 O 0m Du O h m CDmmrn M Z 0 M c.v 31 m n �° my _ `- Z F_ U) . 01 ; - D o 0 (1 4' -10II ib 1l� � N ryg N r► q, b�� N 'n _ _(6 Z -<m - N m --I CID 1,7 n► �, 1' ..� ..� �EOQA © 1� 1 INE!AID , �� ®�I , . ��. 50' 2" P OPER Y LINE w/ (E) 6' T L WOOD FE E 11„ m 3-6 3 x �cn c► �(nDD�7mmWZm 00 1-zmx0 C.W ib Q- W mr K (nZ Z cc W m0r cn D-IG)Z _ mmmm m{ 2zm r-=M (� 0 Z z D z c> -u (1 0 zm0 _0 m (p pm�`' Cmy- =1* Z G) _ �� DI.. Z�C0 3 3 0 ``� 3 0 G)�W m r-0G)(� o-0 �OD �. 0 0) M W �C7z9 1r �ZD M Zf�TI� C) 3 0 0) IirCP,. <, U) D rm- z 0 °�pz^ 0 G7 Z�1O j� 1(n�50 N cn�K� 0 D(A mm m�0 W r► = zm Co mm00 ND 0m0 �0 �, 0� mzg70M Dim Krim Z�� D <� o r �m �7(n0 �.� lC -6C m0 Zl �D 0== �CW �mm mc�� z 3 0D�7�r Vm rmo�Oz �-0X Dmo m (�nN� 3 �(�mMm m�� Zm W0 �,�W0 �mZ z <m <_H . 0n0 �D- �r D C) Z m 0 G) D � Z These drawings and 5pecification5 are the property and copyright of AF LANDSCAPE ARCHITECTURE and shall not be used on any other work except by agreement with the Landscape architect. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be a55161ned to a third party without first obtaininq the written perm1551on of AF LANDSCAPE ARCHITECTURE. o (n 1 (njv O = o N = m CD i u n D N D m -n D� -n (n z 1 CD M M M _ co 0 cn PLANNING AND AFLA LANDSCAPE ARCHITECTURE BUILDING PERMIT TSAI RESIDENCE SUBMITTAL 21865 SAN FERNANDO AVE., Sunnyvale, California LANDSCAPE PLAN C O P E RTI N O CA 95014 ' (408) 242 - 3054 email:aflandscapearchitecture@gmail.com www.aflandscape.com r � �1 N N N CO 00 -4 0) (n A W N N O (0 00 -1 0') cn 4�- W N C) . v •obi-0 D z°) m �� =z �� z z z �� zm �nm Cz �0 zm00 == z0 = -i-nco m0 0 0=O a cn� �O cn m� D-i Dr -i TO mm T� Ozer z� �z -iDzz mv> 0z m Z�Oz 0 �Coz 0 o D T D D r- D Z m D D < X D 0 m�< p y m 0 0 0- < 0� 0-' D 0- 3 m > c = CO D p m m m O 0O m m r- � D � ZZ n D D Z � D m z m 0 In � m 0 Q x � n O D m n pa G7 N- Z O � D O z� r-��- � 0 -n� D �= D c 0 � G)0 o m 0= m Wp z= cnK m 0 mm O0 mm Z O 000 D O D Z 0 c m 3 Z T m m z G) � Cn --I -a D U m p D :U D O P (1 O O 9) F p 0 = z m DO D C� = OD ��- o zW O �0 r-(Z C- D WU) m0 X Dc �= U) 0cn pz r= Z OQDA z mzm o x pm A 00o mm rz O c) m0 D� =n �T mD �D�� �p �D �0�0 m mcnc� �fff (D My mD_ Do mD z W z_C Cn Z> �r om D< ppc�= _� <n m O��z ��O v o v m O m D p z D D p D O 0 0 m 0 0 00 p Cn O z z Z O C-) Z z' n cn °°°� °°� 0 cm cn �D G)� 0� X0�� �O 0 =�=0 p m_0 a o D n D O D p M D � z D =O � = Z 0 _= D n m M 00 > p : p y O 5 m m D m p Cn z v (n 3 0m � A0 =� mcn r Z o - Dr 00p �y mC C:: m- mG zD z00< Cnm m o CD m� m vD oz �� r- z �z 00 �n <� nm mmr-X zD �m m �m�m DZ� o '.m 3 OTm = ,p Dr D m p 00 m -<0 m:U _�] 00C) ,Z01� r czn D0D 0m0 D� m � 0 Cl)A n>� 0 �0 z Oz �G� �0 C) :E D m- 0-Zm Apz CID D(D� mZ M0 =D Dm m mX �A �� nm D0� 0- �D D zDO� L7 -n a p� v c U) K< Z -j� D 0 D m D m- Z O r � 0 �1 -j r � D mom �� m 0 Z �_ < �D m r0 m0 Z> z�m c DZ p OzmO O p0m0 �� m NO r mr Z DD �� cnz CEO �x m 0� 3 -n T T! m m < mm p Dm m� p- 00m �Z r_ z �D�D z Cn�C o 00v � yn A z o� D z r� m zA �X 0z Nrz T! cnCn D DKzD � ODcn c nv Q m m > � 0m m c �_ m m 0 C 0 ZD0 O mmU) o� Zm D r z z0 A_ m0< = D Vci m0 „Dz 0m �� O nVmizo m Dz� <D �3 �0 z D � �-� 0 Ap mO m '�0 OC�,i ZD �D A D C) D z v m fD s Z m = Z �m m� m z A=O =Z m� p -0OT� W C)Dr v m >_ z Cn m r- r- =-0 = O m - O< D p 00- Z m e N z m r o z � O r U) m z< m z XX p � D p 0 m � m c p 0 x z m c_n Z z = cn 0 < �0 Z mD �m0 <cmn O� OpA� z cnnm a Cn � G) D O r m = r in D Z 0 m C < D m= = oo m m v�i z Cn `° mW m r m Cp maim = �o O BOA <o no = m-z; p -gym m n °' �0 m O m m mm D �D m Z 000oG) DA Om ��M� Dcnz CID o D 0 11 Z D y cn m m D z m - Z m D_ m0 0-0 n X r = z 0 0 m; o 0 cn co r- m D Z U) D zj D Dz„ -0m �� 00 COA�00 ZmD 3 D �r r O C C Z r � p 00D -5cn OD D rZCm OOA m O� rn m m ZD p m2 D m�� ZZ z0 r 0 z Tcnr v �D 2 p Cl) m �m (n Z� Z c -� 0� m0 n D=pZ -< cn Zz m O D D z0 = >m p D =cr rD -i. O ZmcnZ --I -a CL 000 M� z m O 0 C� co C� D D Z 0 0 M m z = Cl) 00 D 0 z C p o o 0 1 A cmn -U O X O 0 O A G 0 m o D r D m m D m D W m� m O D z T m m 0 D O o , Om m � Oz m �O 0 m� 0 0 r0CnX z< o r" zccnn 0 0 > �0 Cl) zD m W zip y -1 m �DX0 no 0 �;v � T T 0 W � z O 0 Z O O D0 � �D = z D m� Z0c O C DC)�z �W Cn n D� m w M p r- O O O-u C r � m m v Z o G � O m D -1 0 � Cl) 0 0 D _ o m X D D D � = O D � m U) M 0 z = X = m 7 z m D m mm 2 XCD O cn �C�O �0 z m � cn D z X 0 � z� z O -0 M I p �< A m-< a. G7 D �m m = DO z 0>= �c�ii °� 0 a m m �T m �zr- _U T! < ]J 2 0 z o m 0 G upi 0 6 2 Q z 0 m z z 0 m �>Fz "n y O ozoA m m O A i < z ur AL d �o To -_ m K O O' < O O O 00 00 00 00 -I U1 DA W N .. D y 0= 0= 0= 0= M z c C c c m z w w co W � cn cn cn cn m A D M M M M p7 D m m m m M(n cn cncmn cn z z z z D 0 O O 0 > 0 0 o z ci 00 ci z -0 T -0 -0 0 = = 0 0 0 0 ' ' D D D D m D m - m M D m m m M Z zs ��g _ m 0. �W� x x m i C cn C 0 C U) C O C Cl) C O D m o1 =gym m N o ~ Om iOT m m m m m m m �' z X nA v� y m < c 0 C �, ?m Gzi m D z A i M m D;13� Z 2 m m z D -n co O m D D < �- ° Qr 0 TI TI Rl CO m o O M m j S - r N W Ul M O r O -n N �� � Cnr- � 0' m DZ D= _ <� �' z m< D (n n r r D m m mr a:zz z <m D N y„ -n O m m m Cn v) 0 r O O m N r N O =� M -n < < ;u �u Cr M ;0 m= r 0 0 CO m m' D D =D D 0 Z Z-n m V' m (Mn X m �Cn D n m y D W p c x Z- W 0 C7 O m o 7 0 --I �m m �m m "'� Cbo D -n0 C7 �� r �K m 0 0 0 Cnn m0 < m0 0 imp Cn 0 = Z m c o � m N o CI) n N 0 o C r m 0 Z Z °0� �m -n 0 M� C Cl)M � W r• c0 C_ O p m y O w M r- 0 z Z 0 0 M O D :g' o � O 2 C: � < m . 0 X 0 N co p c C O o O 0) M G) �rDrn 0cn 0 =N m0 Tm� ZOn cn Zcn= m�m zOD �Dn m� �r Zr 17- zOc= Z_m 0 D m 1- cn z D r D z 0 z m� m m„0 D _U rnm DZm m(nm cn2 -E z m0 pX-a ym QzC7 r>Ea pcn0 zp MC) Gmm �mX o D p m z m D =< = O p D 2Xz z00 �Kz OD=n mF DK Zmo zG) > noz �Z im Dmz > m D D< mz WO <-j;0 m 0Z-U mn= zm OOom mcn U) -0 m zz z�= � = D O �m� r r D nm�] D m 0 rn D �� D nmD m m mzm ��cn rm Zm- Z 0 T -n mzm cn Z- o0 CnZ zn �O mz O��l m-Vm DZ- D Z Z>z 0 zU)cn D O n- uU) =<O m Z X D m7-0 �m T�Q D�a E pGD z LSO >Cn � �� m Dz=W�� Dicnn =D r 0Cl) Z= =yr-p�O�0m� zm Z O�z(nmr o� zm-0 Z nr cn D zp -0n 00Ez - 0> m 0 � O ��m < o <-�D z z Oh0o m �<0 mr 30 --m n D Dz m z n D m t n m D 0 Z 0<_cnD �] Zm = 2 mm-0 D Onn �0m 0rz 00 m0D ozc �_ O 0> O000 mom Z� m 0 W y z m IT cn D m =Dm zD zm �=m 0_Z mmz n �00 Z X m D 7- Z0 D z > z� zZ D 0 m MD� 0mZ ;Um� 00 =00 M D 0 < D mX � �D� - = 00 Om-q m cn m XC)� m �D U) Cl) XO X y mmn 0 M D c Z� 117- mW cn �0n cn 03 W m� X m 0 m m r v D X =z 0 Oz zm L7n mo mo O� -n �Cl)Dnn cn m 0 �m C')O m V 0 NT �X K� O r�] D z �0 O � Zcn O m = O n O IT � r = �T m o, M > _ m 0 0 � x o a W V 00 x o c is Ul N Z O IT M O C_ M m Dz M G 0 D ;10 r 0 m m z D r O 0 0 C D z 0 i p T W o N V V � au 0 v 0 p c 0 D y 2 D z Ox m G A 0 m 0 D r D m m Imo' 1 L4s„ 0- m CD TI O CD Cn O 'o P �n v z 6 C C X M T). 0 _' 0 L7 m a r s � OD rn -0 0 0 M i w 0 o In O z D 0 z rA Cn it I ❑£ © Z Cn � o v m m m m w ;U -n z O O v N 0 00 cn o o 03 3 Q 3 Q n o C m Z n o 6 N 0 m c(n_ CD m m 0 3 _ m m 3 C ;0 G) m R• CD CIDz CD n m CD O �!J r Z 0 m 'a ° 2 x p� m m > z n 0 z -0 W y W N CA O 0 L m N z O Z Z D r C n i D rco 3 c Q 3 w nCID o _ a 3 o m .. G) m CD < < m W °7 o m m in 29 Z O � < m m 2 M r D z z _ S 0 o M M z v z � A z o < E Y I FA ��II_� p w N �Izo D00 C) m z zm A y � o°> 0-n 060 0oT O IF = 9L j- u 35 3 OG0 . A O zm m D i�� < T m m m M G z A m p O Z N M ~ O O A Z N m y "o� 0 O r� T 7- M z 5 < dos; z y n z N Z - I A < A O O II z D N I I 1 .0 � C .0 o o z m 9 Om m T O D y m p Z m O D z K o n O m o yA D o GCm D D y z � m m ti A y D N 2 z 0m WO m-U 00 OW Z 00 T� C rml 0z�' of N M nCD On Z n Cb � C) - C) I N hNJ 0 C N F r o C:)C 0 c cc ii SAN FERNANDO AVENUE O 0.-. CD CD -h C• C _C N C O v 1< CD CD C Q - O r' M. O m . . � n (0O CCD M. O oQ 0 oX mU) z mo M z� �u M y z ' N o �0 m O �H D 0 m X O D CA ^ m z Z ruD�rZ 00 Un rr1j I Z CO CID ��-uG) C o 3 O �Dr ox- =D0 I CD o m CID w U) m TnT CID TT lV `V X W �F cc v m < m cn i 1 C'-6" EXISTING v SIDE SETB 9• i k 15' - _QUIRED UPPER LOOR SE BACK (25' MIN MUM BINE SETBACK) 17' - ' PROPOSED NEW SECOND _OOR SETBACK 10' - 0' REQUIRED SI E SETBACK TOTALOF 1 ' COMBINED SETBAC ) Z Mm I � DZ ;�x �7 D O M D0 p0 � Z 0 0-q zr O 0 C 181 7- `� O� D mF: X m mz0 m0� 01 D M D 0 � � D z �u D D � mm 0C/) ,ho PROPERTY LINE w/ (E) 6 TALL WOOD FE E N CIO --I U) > �Q M ED Z M O 0�0r z mXM0 07MMT1r0�(nz Z M mLnr cn D�c)z Z- D(-)ZZ�m� FPS nm 0-0;� oO p ��y -0 SOD DOm r cnp Zmm z r-oz O 00z^ O-G� 7 = DmmO = m00 m z�X m D� n m0 Km z�_ r�D o=m �� 0 M OU)OZ - >_UX � U) D � L7 \� D X_ I -0 -< 0G) zD� �r 00Z Ti 0 G� 0 These drawings and 5pec1f1cat10n5 are the property and copyright of AF LANDSCAPE ARCHITECTURE and shall not be used on any other work except by agreement with the Landscape architect. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be a551gned to a third party without first obtaininq the written perm1551on of AF LANDSCAPE ARCHITECTURE. N in r N 1 0 00N N v 0 = v N ' m L z0 u D N D m -n 0 DD �z _ � o m g m Z M v M ch PLANNING AND AF LANDSCAPE ARCHITECTURE BUILDING PERMIT TSAI RESIDENCE SUBMITTAL 21865 SAN FERNAN DO AVE., Sunnyvale, California IRRIGATION CUPERTINO CA 95014 (408) 242 - 3054 email:aflandscapearchitecture@gmail.com HYDROZONE PLAN www.aflandscape.com 0 zm� G7 Z D = Z r �7)�T MO< n Z D ��-< D z c:E \ D O r SETBK) nN O m C" L7 M D W n 7� A 00 41 Z 0 mo �o c)' O O D L7 Z �Q M 0 cn ZJ 0 F- m I D0 0 0 L7 M n G7 M 07 � Dm C) 0 C_ N �u 0 �OTT0 N - m mD r� 0 0 21865 San Fernando Avenue Cupertino APN: 357-15-043 SMP ENGINEERS 1534 Carob Lane Los Altos, CA 94024 Tel. (650) 9418055 Fax (650) 941-8755 Scale: 1" = 10' Prepared by: Checked by: Date: 7/10/2017 Project No: 217074 e O BOUNDARY TOPOGRAPHIC SURVEY MAP Sheet No: T-1 PROPERTY LINE EXISTING LOTS C ENTERUNE -- -- EASEMENT LINE — —ss SANITARY SEWER LINE — —SD we]:I 0 wV N DISCLAIMER: STORM DRAIN LINE OVERHEAD POWER LINE WOOD FENCE POWER POLE FIRE HYDRANT JOINT POLE SURVEY MONUMENT FOUND TB M (ELEVATION) WATER VALVE AC ASPHALT AD AREA DRAIN ANC ANCHOR B SB L BUILDING SETBACK LINE C&G CURB AND GUTTER CB CATCH BASIN CO CLEAN OUT DW DRIVEWAY EB ELECTRIC BOX EM ELECTRIC METER EP EDGE OF PAVEMENT FH FIRE HYDRANT GA GUY ANCHOR GM GAS METER GV GAS VALVE IV IRRIGATION VALVE LP LIGHT POLE MB MAIL BOX MH UTILITY MANHOLE P.U.E. PUBLIC UTILITY EASEMENT P BRICK GONG PILLAR PP POWER POLE (R) RADIAL BEARING SL STREET LIGHT SDMH STORM DRAINAGE MANHOLE SSMH SANITARY SEWER MANHOLE SSC 0 SANITARY SEWER CLEAN OUT TC D THROUGH CURB DRAIN TS TRAFFIC SIGN VG VALLEY GUTTER WM WATER METER WV WATER VALVE SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: THE BEARING N 0°12'35" E OF CENTERLINE OF ORANGE AVE. AS SHOWN ON RECORD OF SURVEY MAP, RECORDED IN BOOK 532 OF MAPS, AT PAGE 17, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. REFERENCED ASSUMED BENCHMARK: TOP OF SANITARY SEWER MANHOLE LOCATED AT SAN FERNANDO AVE., IN FRONT OF PROPERTY EL: 109.21' nl(ITF-q- 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 9,966 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 20053885 DATED 11 /25/2008, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. SCALE 1 "= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. O REVISIONS DESIGN BY DESIGN DATE CITY APPR. APPR. DATE CITY OF CUPERTINO Fxarmg-Prwacy ScY Project Name: 21865 San Fernando Ave., Cupertino, CA 95014 EXISTING BACKYARD TREES (left to right) THAT MEETS CITY'S PRIVACY PLANTING REQUIREMENTS Species —Common Name NON -DECIDUOUS SCREEN SHRUBS Height Spread 0 1. Loquat tree. 12' 10-12' 6" 0 2. dense branching plum 15' 13-15' 6" 0 3. Redwood 25' 13-15' 8" 0 4. Carob tree 25' 25-35' 16" 0 ,4FZ,4 Landkape� 4._ch.. tecture� Sunnyvale, CA 94086 408.242 3054 aflandscapearchitecture@gmail.com www.aflandscape.com 74 &�,,rn,atwe Pnwacy Sol Use Project Name: 21865 San Fernando Ave., Cupertino, CA 95014 LIST OF ADDITIONAL PRIVACY SCREENING MATERIEL USED (IN ADDITION TO LANDSCAPE ORDINANCE RECOMMENDATIONS) Species —Common Name NON -DECIDUOUS SCREEN SHRUBS Height Spread Planting Distance - Maximum Heteromeles arbutifolia - Toyon 10-25' 10-15' 8' Myrica californica-Wax Myrtle 10-25' 10-15' 8' The minimum shrub size shall be 15-gallon minimum and a minimum of 6' high planted height. The provided alternative plant list is consistent with the City's list of privacy screening materials. The new species suggested meet or exceed the City's requirements as stated in the privacy Screening Material Document. The new screen shrubs are planted to fill any gaps between the existing screening trees and shrubs. Sincerely, Ashini Fernando Landscape Architect Lic# 5272 AFLA - Landscape Architecture phone: 408.242 3054 email: aflandscapearchitecture@gmail.com ,4FZ,4 LandkapeP 4._ch&—ecturei Sunnyvale, CA 94086 408.242 3054 aflandscapearchitecture@gmail.com www.aflandscape.com