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01-11-05 Heritage Preservation Commission Agenda Packet
City of Saratoga HERITAGE PRESERVATION COMMISSION MINUTES Date: Tuesday, January 11, 2005 8:30 a.m. Place: Warner Hutton House, 13777 Fruitvale Avenue Type: Regular Meeting I. Routine Organization A. Roll Call- PRESENT: Conrado, Wyman, Louden, Ballingall, Bailey, Lowdermilk ABSENT: None Commissioner Dodge resigned. B. Approval of minutes from 12/14/05 — Approved 6 -0 C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on Thursday January 6, 2005 D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. II. Old Business A. Update on County Grant for McWilliams House renovations. — Item discussed B. Update on Work Plan assignments. — Item discussed C. Update on City sites being submitted for the National Registry. — Item discussed and a special meeting planned for January 201h at 8:30 am at the museum. D. Mustard Walk.- Item discussed III. New Business A. (Continued from last meeting) Review history on 19101 Via Tesoro Court to consider the structure for Land Mark Status. — Item continued to the next agenda for DPR assignment. B. Review HPC Budget of $1,300 — Item discussed C. Review 19101 Via Tesoro Court to consider for Mills Act Participation. - Item continued D. Plaques — Reviewed the design of several plaques. E. Elect New Chair and Vice Chair — Paul Conrado was elected Chair and Patricia Bailey Vice Chair. IV. Items to be placed on the next Agenda - Add Oak Street on the pending Items for review as a Historic Lane. V. Pending Items A. Review list of properties with structures 50 years and over in age — Move to next agenda new business B. Adopt a Tree Program for the Heritage Orchard C. Historic Preservation Data Base - Move to next agenda new business D. Update Heritage Ordinance E. Take Historic Park Master Plan to Council — Find out what fees are available from the original contract to prepare the plans and what kind of revenue is generated by weddings at the Warner Hutton House. VI. Adjournment Adjourn to 8:30 a.m. Tuesday February 8, 2005, Warner Hutton House, 13777 Fruitvale Avenue. Please advise the Chair if you will be absent from the next scheduled meeting In compliance with the Americans with Disabilities Act, if you are a disabled person and you need a disability - related modification or accommodation to participate in this meeting, please contact the City Clerk's Office at 408.868.1269 or ctclerk(aD_saratoga.ca.us Requests must be made as early as possible and at least one full business day before the start of the meeting. Any recommendation made by the Heritage Preservation Commission may be appealed to the Planning Commission within 10 days of the date of the decision. The appeal shall be taken by filing with the Secretary of the Planning Commission a written notice and filing fee within 10 days of the date of the decision. Certificate of Posting of Agenda: I, John F. Livingstone, Associate Planner for the City of Saratoga, declare that the foregoing agenda for the meeting of the Heritage Preservation Commission of the City of Saratoga was posted at the office of the City of Saratoga, 13777 Fruitvale Ave., Saratoga, CA 95070 and was available for public review at that location. The agenda is also available on the City's website at www.saratoga.ca.us. Signed this 31S` day of December 2004 at Saratoga, California. John F. Livingstone, AICP Associate Planner 868.1231 P 8� a PAR DRS V- U:— KITCHEN BEDROOM 1 �0 waaoacW f� U O 0- E 1. w 9 w 1� w O 161 LA a mom DOOR BALL BATHROOM 1� 8� FAMILY ROOM E LIVING ROOM 8U SERVICE PORCH T .. DOOR BEDROOM 2 OH Q1 RD EXISTING FLOOR PLAN v`-r -w _ _.. ..0 ......� ..... U 13 J, To w (E) 3890 (t7 3530 (E) 4040 3830 (E) 3830 AWNO AWNO FXD AWNO AWNO �j U O= cc w Y 0 n x r— a Mn0L O*Hn oVrp h xO�o O�qn ° lu O 1t n n L Lift n w J w •V O coo N ~ w/� j a � LV co U ovam '1 (N].2AB-AT_16__ C.C. 2 -84 DOWELS . 24' LONG W/ 4' EMBED. W/ EPDXY FILL ......... . ..... .... ........... :................... .... . I F2.00- F2.00:: F2.00 HA N LL SEME . (N) 5 1/M X 11 7/8 PSL 7-\- .q0 I WAIL I INE (E) FLOOR FRAMING. REPLACE OANACED _ POTIONS AS REQUIRED. ( ) BASEMENT BELOW 4'd PERFORATED PIPE (6' BELOW BASEMENT SLAB) 52 5 1/4 11 7/ PSL HDRrr } F2.00 ..x.71 3x i3.50 64 POS TO BASEMENT - STAB 4X12 2 a (n) s '/s : 11 7/a P&L H -%: F2 0 (E) BASEMENT ' WAIL : FOUNDATION F2.00 (E) BASEMENT i , DRErPLACETED FOOTING WITH NEW TYP. f 2 (N) 2XS AT 12' C.C. i ____________ ______________ __ _-___- ___ - -_ - -. M I 6'I PVC PIPE CONNECTED TO APPROVED STORM DRAIN FOUNDATION PLAN SCAM' 1/4' s 1'-0' I L.. J............ L .. F2.00 F2.00 R. 6.12 ORDER` I 6.12 ORDER: i RICE (E) CRIPPLE 6.12 GIROER 1 �. SI M 4 6 S2 A r r L F2.oO L J u J.00 h, L F2.00 (NI 4x12 GIRDER 3 F2.00 1.i ... ..... ...... F2.00 �. SCOPE OF WORK THESE PLANS ARE INTENDED ONLY FOR RETROFIT OF EXISTING FOUNDATION. FUTURE SUBMITTALS OF THE PROJECT WILL COVER SHEAR WALLS AND FRAMING. I 4X12 GIRDER .J .............: F2.00 L F2.00 `I}� slit ?Y I; F2.00 F2.00 ...... :....... r �_ r _ C�� ; J L10 P.T. LEDGER W/ S /E�'AT 6' ax. LAG BOLTS PROVIDE ♦4F FCIC)TING SC'HFni )I F FOOTING DIMENSIONS MINIMUM L REBARS FOUNDATION NOTES WIDTH oo 2.Q0 BOTTOM F2.00 ZEXTERIOR 1. MINIMUM FOOTING EMBED. 18' BELOW LOWEST ADJACENT GRADE SEE DET, PIDST FOOTING F3.00 r' 11/52 (TIN,) 2. FLOOR SHEATHING: 3/4' COX T" PLYWOOD -js EA WAY F2.00 -3.00 NNUNG: BOUNDARY IOd O 6' O.C. FIELD a Tod O 10' O.C. (STAGGER PANEL JOINTS, GLUE AND NAIL) 3' -6` L' NP. 1 J F2.00 -3.00 2' -0' 52 i SEE CET. - S EA WAY STRUCTURAL OBSERVATION ALRR[� � l" `4'd PERFORATED PPE (6' BELOW BASEMENT SLAB) ENGINEER OF RECORD TO PROVIDE STRUCTURAL OBSERVATION DURING CONSTRUCTION TO DETERMINE THE EXISTING CONDITIONS AND INSTAIyATION OF RETROFIT WORK. FL�p (OAMAC9D PO�RTIONS./L�IACE REOUIRPD. rIF2.00-.3.00 AND LFiVE'L (E) FLOOR R INSTAL)A710N OF NEW I 4X12 GIRDER .J .............: F2.00 L F2.00 `I}� slit ?Y I; F2.00 F2.00 ...... :....... r �_ r _ C�� ; J L10 P.T. LEDGER W/ S /E�'AT 6' ax. LAG BOLTS PROVIDE ♦4F FCIC)TING SC'HFni )I F FOOTING DIMENSIONS MINIMUM REBARS .ENGHT WIDTH THICKNESS BOTTOM F2.00 2' -0' 2' -0' SEE DET, -84 EA WAY F3.00 3' -0' 3' -0' SELF DIET. -js EA WAY F3.50 3' -B• 3' -6` SEE DET. -85 EA WAY F2.00 -3.00 2' -0' V -0' SEE CET. - S EA WAY GENERAL NOTES: A. GENERAL 1. ALL WOW( SHALL CONFORM TO CURRENT UNIFORM BUILDING CODES, FEDERAL, STATE AND LOCAL CODE REQUIREMENTS, LAWS AND ORDINANCES. 2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE 408 SITE AND SHALL NOTIFY THE ARCHITECT OF ANY OSCREPANCIES BETWEEN ACTUAL CONDITIONS AND WHAT IS SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. J. ANY OMISSIONS OR CONFLICTS BETWEEN THE ARCHITECTURAL STRUCTURAL AND MEpUNICAI DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE ANY RELATED WORK IS STARTED. 4. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION, AND ALLOW REASONABLE TIME FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING. BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATIONS MUST IF ffAF*RLT&5PibMa)W '8E FIRMLY ATTACHED TO THE STRUCTURE, ALL MECHANICAL EOU1PMENT INTENDED TO BE SUPPORTED ON. OR FROM THE STRUCTURE, UNLESS INDICATED WITHIN STRUCTURAL DRAWINGS, SHALL BE SUBMITTED TO THE ARCHITECT FOR ENGINEER'S APPROVAL PRIOR TO INSTALLATION. 7, ALL CONDITIONS NOT CLEARLY SHOWN OR DETAILED SHALL BE OF GTHHEp�SpA�ME TYPE AND CHARACTER AS THOSE SHOWN FOR SIMILAR 13.N FOUN bATION I. FOUNDATION DESIGN IS BASED ON A SOIL BEARING CAPACITY OF 1100 PSF PER U.B.C. TABLE 18 -1 -A (16' EMBED.) 2. ALL FOOTINGS SHAT BE BUILT ON FIRM NATURAL UNDISTURBED SOIL OR 9OX COMPACTED GRAVEL WITH MINIMUM 16' EMBEDMENT BELOW LOWEST ADJACENT GRADE. THE OWNER AND CONTRACTOR SHALL RETAIN SOILS ENGINEER IF EXISTING SOIL IS SOFT OR DOES NOT MEET OESGN REQUIREMENTS. C. CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 2. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK TYPE (1508 /CF). AGGREGATE SHNl CONFORM TO ASTM W3, U.O.N. 3. CEMENT SHALL CONFORM TO ASTM 0150, TYPE 1 OR 2. 4. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. 5. CONCRETE SHALL BE MACHINE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C -94. SUBMIT MIX DESIGN TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING CONCRETE. 6. PROVIDE MINIMUM CLEAR COVER OF CONCRETE OVER REINFORCING AS A) AGAINST EARTH FORM - 3 INCHES B) EXPOSED TO EARTH BUT POURED AGAINST FORM - 2 INCHES D. REINFORCING STEEL 1. ALL REINFORCING STEEL 514ALL CONFORM TO ASTM SPECIFICATION A515 GRADE 60 FOR / 5 AND LARGER BARS AND GRADE 40 FOR Y 3 AND / 2. 41 REINFORCING STEEL SHALL BE UPPED AS NOTED BELOW. 84: 24' FOR BOTTOM BARS AND 28' FOR TOP BARS 85: 30' FOR BOTTOM BARS AND 35' FOR TOP BARS. 86: 40' FOR BOTTOM BARS ANIO 46' FOR TOP BARS AT SPLICES UNLESS OTHERWISE NOTED IN PLANS. SPLICES SHALL BE LOCATED AS DETAILED IN THE PLANS. STAGGER ALL TAPS AND SPLICES. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A32 AND 18 A5. 4. ANCHOR BOLTS, DOWELS AMID OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED, USE CUT THREAD ANCHOR BOLTS ONLY. E. WOOD FRAME CONSTRUCTION 1. GENERAL WOOD FRAMING: WOOD FRAMING THROUGHOUT THE BUILDING SHALL BE CONSTRUCTED IN ACCORDANCE WITH UNIFORM BUILDING CODE INSTITUTE AMERICAN TE OF TIMBER CONSTRUCTION AND WCU GRADING: FOR NAILING - SEE 23- 0-9-I, BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHNE BOLTS WITH STANDARD MALLEABLE IRON WASHERS. 2. JOIST HANGER AND MISCELLANEOUS CONNECTORS MEMBERS NOT RESTING ON, OR FRAMED OVER THEIR SUPPORT SHALL BE SUPPORTED BY MEANS OF 'SIMPSON STRONG -TIE' JOIST HANGERS. HANGERS SHALL COMPLY WITH AND BE NAILED IN ACCORDANCE WITH MANUFACTURER'S ICBD APPROVALS. 3. WOOD PLATES: BEARING DIRECTLY UPON CONCRETE SHALL BE PRESSURE TREATED D.F. 4. UNLESS OTHERWISE NOTES ON DRAWINGS OR IN SPECIFICATIONS FRAMING MEMBERS SHALL KAYE THE FOLLOWING GRADING: A) ALL BEANS. COLUMNS, POSTS AND CANTILEVER JOISTS AT BALCONIES: DOUGLAS FIR, GRADE MARK - NO. 1. B) FRAMING: JOISTS, STUOS. PLATES. RAFTERS; DOUGLAS FUR, GRADE MARK - N0. 2. C) ALL PARALLEL STRAND LUMBER BEANS SHALL BE TRUSS JOIST MACMILLAN PARALIAM (PSL) 2.0E GRADE S. PLYWOOD SHEATHHINO: SHALL BE OFPA COX OR EQUAL UNLESS OTHERWISE NOTED ON DRAWINGS: SOFTWOOD PLYWOOD USED STRUCTURALLY SHALL CONFORM TO PRODUCT STANDARDS PS 1 -83 AND SHALL BEAR THE DFPA GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ROOF SHEATHING SHALL BE 5/8 INCHES THICK (32/10). FLOOR SHEATHING SHALL BE 3/4 INCHES THICK (48/24), TONGUE AND GROOVED AND SHALL BE WA?M=h RACTO�PROTECT LIS WORK FROM�ANY ApM1ACESS ER CONDITIONS AT TIME OF CONSTRUCTION. F. NAIL SCHEDULE 1. WOOD MEMBERS SHALL BE CONNECTED WITH NAILING INDICATED IN TABLE 23- II -13-1 (WALL) k 23 -98 -2 (ROOF) UNLESS GREATER SIZES AND NUMBER OF NAILS ARE SHOWN OR NOTED ON DRAWINGS: NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED: NAILS SHALL BE COMMON WIRE NAILS: HOLES FOR NAILS SHALL BE PROVIDED WHERE THE WOOD MEMBERS TEND TO SPUT; SPLIT WOOD MENDERS SHN1 BE REPLACED AND REMOVED FROM JOB PROMPTLY. SHORT PLYWOOD NAILS FOR EQUIVALENT SHEAR VALUE MAY BE USED. SEE PLANS FOR NAIL SPACING. ROOF SHEATHING 8d AT 6 INCHES O.C. AT SUPPORTED EDGES. 8d AT 12 INCHES O.C. INTERMEDIATE SUPPORTS, FLOOR SHEATHING Bd AT 6 INCHES O.C. AT BOUNDARIES AND PANEL EDGES AND 8d AT 10 INCHES O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD WALL SHEATHING SHALL BE NAILED PER SHEAR WALL SCHEDULE AT SHEAR WALLS, AND AT A MINIMUM OF 6d AT 6 INCHES O.C. ALL OTHER 9DGM PRESSURE TREATED LUMBER USE HOT- OIPPEO GALVANIZED. STAINLESS STEEL SILICON BRONZE OR COPPER. LEG 2304.3. Gip : M p ENGINEERS 4785 DEEP CREEK RD FREMONTF CA TEL. 510.377.7866 FAX. 510.894.2572 EMAIL: GENIDYOCOMCAST.NE REVISION HISTORY WE FOUNDATION RETROFIT ON OAK STREET, SARATOG& CA * C61 7 ITV A� t0/OF/04 lld ®� p Date Drawing Number 10 -04 -04 SQ A NOTED S AS ll Project Number 04 -403 aQEt - Or 1 - +M ENGI�JEEF'3S 4785 DEEP CREEK RD FREMONT, CA TEL. 510.377.7866 FAX. 510.894.2572 EMAIL: GEINIDYQCOMCAST.PIE REVWOW HKfOIRY 617E 8 - - A FOUNDATION RETROFIT ON OAK STREET, SARATOGA,CA # C8. c� GO .pervlvdd' OF 1Q/0" P Date NIT TO SLIT BOLT 10 -04 -04 PLATE 5/16 • 2 (N) STEM W 2. STUD WALL PLATE NAILING, SEE SHEAR Project Number 9' . 2 WASHER OR SMPSON BPS/85 04 -403 WALL SCHEDULE F1FL PLY. SHEAR WALL EDGE NAIL, 2X P.T. YU09LL SEE SCHEDULE. 2.6 FUR J 1 8' COMPACTED SW AT LNIOSGYi NATIVE FILL w /4 x 16' DOWELS, EMBED 4' 1 Tp (E) STEH 4' (E) STEM wA,l NJF. ) FROF MUDSILL BLNG O 9' -0' MAX 2W AT CONCRETE EPDXY IN O i6' a.c. 6" MIN. � EXT. FINISH GRADE F ® fi MIN. (E) FTC. GRAIN ROCK _ 6b&' o a = 4• CH HANGER 14 WHERE SHOWN SMEAR WALL ANCHOR BOLT 1p a z SEE SCHED. 4' -0' O.C. MAT= c0 8' STEM WALL � S/8'4 s 12' LONG A.B. AT Z. O.C. MINIMUM 2 PER — " I/ O 16' as (A.f.) MAIN AA PEE (FAONG DOWN) IN SILL PIECE (N) FOOTING CRUSHED ROCK I DRAIN PIPE AT FOOTING SILL BOLT PLATE %i DET, BE', NEW AND EXISTING FTGS. SEE PION 2 -I4 GONE. 1"= 1' -0" a - 5 BOOR AT FOOTING 4x OFII HOR (m MATCH FLOOR (E) FLOOR 2x STUD WALL AJS OR AJS EA. 2x P.T. OR REDWOOD DECKING CPS POST BASE W/ 3/4' THREAM ROD x 12" LONG POST RIM BOARD PLATE NARJNG, SEE SHEAR SIDE TYP. (E) MUDSILL WALL SCHEDULE 1 FUR. PLY SHEAR WALL EDGE NAIL, SEE SCHEDULE, U210 HANGER TO TOP LANDING O EACH CARRIAGE o.c. W/ 4' SEE ARCH EMBED, EMBED. W EPDXY FILL FIR JOIST (SEE PLNV) (E SLAB N SLAB (N) SLAB (E) SLAB PTOF MUDSILL 11 t 2' -0' —' M4 WNEAE SHOWN DOUBLE RR �( P SLEEPER DRIVEN EN vl POWDER DRIVEN 6' MIN. `— EXT. FlNISH GRADE JOST. 4. HEADER, OR FASTENERS (RIPPLE WALL SEE SCHEDULE SHEAR WALL ANCHOR BOLT 2,12 AT 12" o.c. SEE SCHEO. 4' -0' O.C. MA% 8' STEM WALL I4 O 16" O.C. SEE PAN (E) STEM WALL. FILL (E) FOOTING FTC OR SLAB PER PLAN q 2-14 CONT. SOLID w/ GONmErE 2 -I4 The ACCESS OPENING IN (E) STEM WALL I SEE PAN 14 STAIR FRAMING (N) FOOTING • INTERIOR POST a /a• =t -o• FLOOR AT FOOTING 02 CRIPPLE POSE AB POST BASE W/ 6/8'4 ANCHOR SEE GET. J THIS SHEET BOLTS W/ 6' EMBED W/ EPDXY FILL POST (SEE PLAN) — - 1' STANDOFF GROUT CB66 4 -/4 BARS 3-ft DOWELS W/ 4' EMBED. 4 ETM�D, $LAB (WHERE OCCURS) W/ EPDXY FILL W�EPO%YCFlLL X (E) FRAMING (ORIENTATION N) SLAB (E) BASENEM VARIES) i (E) CLEAN SOT. OF FTG. 1— - BEFORE POURING TI SCHEDULE E0. E0. SEE SCHEDU SEE PLAY EXTERIOR POST FTG "LF' SEE SCHEDULE DETAIL OF RETROFTING FOOTING .3 NEW FOOTING AT (E) FOUNDATION 1 „_1,_0„ TP 411 PLATE AT BEAM NOTCH FLOOR (EACH SIDE) SHEATHING (E) FRAMING (ORENTARON VARIES) EDGE NAIL FUR. SHEATHING 14016” o.c. W/ 4' EMBED. - FR GIRDER (SEE PLAN) CC44 W/ EPDXY FILL 4x4 POST 0844 U HANGERS CLEAN BOT. OF FAO. , s ' BEFORE POURING _ SEE SCHEDULE EE SCHEDULE n� E0. EQ. E PLfiN DETAIL OF RETROFT ING FOOTING 8 ISOLATED FOOTING 4 - +M ENGI�JEEF'3S 4785 DEEP CREEK RD FREMONT, CA TEL. 510.377.7866 FAX. 510.894.2572 EMAIL: GEINIDYQCOMCAST.PIE REVWOW HKfOIRY 617E 8 - - A FOUNDATION RETROFIT ON OAK STREET, SARATOGA,CA # C8. c� GO .pervlvdd' OF 1Q/0" P Date Drawing Number 10 -04 -04 �q AS N AS NOTED (� o2, Project Number 04 -403 RM -2. OF Z - +M ENGI�JEEF'3S 4785 DEEP CREEK RD FREMONT, CA TEL. 510.377.7866 FAX. 510.894.2572 EMAIL: GEINIDYQCOMCAST.PIE REVWOW HKfOIRY 617E 8 - - A FOUNDATION RETROFIT ON OAK STREET, SARATOGA,CA # C8. c� GO .pervlvdd' OF 1Q/0" P Date NIT TO SLIT BOLT 10 -04 -04 PLATE 5/16 • 2 (N) STEM W 2. STUD WALL PLATE NAILING, SEE SHEAR Project Number 9' . 2 WASHER OR SMPSON BPS/85 04 -403 WALL SCHEDULE F1FL PLY. SHEAR WALL EDGE NAIL, 2X P.T. YU09LL SEE SCHEDULE. 2.6 FUR J 1 8' COMPACTED SW AT LNIOSGYi NATIVE FILL w /4 x 16' DOWELS, EMBED 4' 1 Tp (E) STEH 4' (E) STEM wA,l NJF. ) FROF MUDSILL BLNG O 9' -0' MAX 2W AT CONCRETE EPDXY IN O i6' a.c. 6" MIN. � EXT. FINISH GRADE F ® fi MIN. (E) FTC. GRAIN ROCK _ 6b&' o a = 4• CH HANGER 14 WHERE SHOWN SMEAR WALL ANCHOR BOLT 1p a z SEE SCHED. 4' -0' O.C. MAT= c0 8' STEM WALL � S/8'4 s 12' LONG A.B. AT Z. O.C. MINIMUM 2 PER — " I/ O 16' as (A.f.) MAIN AA PEE (FAONG DOWN) IN SILL PIECE (N) FOOTING CRUSHED ROCK I DRAIN PIPE AT FOOTING SILL BOLT PLATE %i DET, BE', NEW AND EXISTING FTGS. SEE PION 2 -I4 GONE. 1"= 1' -0" a - 5 BOOR AT FOOTING 4x OFII HOR (m MATCH FLOOR (E) FLOOR 2x STUD WALL AJS OR AJS EA. 2x P.T. OR REDWOOD DECKING CPS POST BASE W/ 3/4' THREAM ROD x 12" LONG POST RIM BOARD PLATE NARJNG, SEE SHEAR SIDE TYP. (E) MUDSILL WALL SCHEDULE 1 FUR. PLY SHEAR WALL EDGE NAIL, SEE SCHEDULE, U210 HANGER TO TOP LANDING O EACH CARRIAGE o.c. W/ 4' SEE ARCH EMBED, EMBED. W EPDXY FILL FIR JOIST (SEE PLNV) (E SLAB N SLAB (N) SLAB (E) SLAB PTOF MUDSILL 11 t 2' -0' —' M4 WNEAE SHOWN DOUBLE RR �( P SLEEPER DRIVEN EN vl POWDER DRIVEN 6' MIN. `— EXT. FlNISH GRADE JOST. 4. HEADER, OR FASTENERS (RIPPLE WALL SEE SCHEDULE SHEAR WALL ANCHOR BOLT 2,12 AT 12" o.c. SEE SCHEO. 4' -0' O.C. MA% 8' STEM WALL I4 O 16" O.C. SEE PAN (E) STEM WALL. FILL (E) FOOTING FTC OR SLAB PER PLAN q 2-14 CONT. SOLID w/ GONmErE 2 -I4 The ACCESS OPENING IN (E) STEM WALL I SEE PAN 14 STAIR FRAMING (N) FOOTING • INTERIOR POST a /a• =t -o• FLOOR AT FOOTING 02 CRIPPLE POSE AB POST BASE W/ 6/8'4 ANCHOR SEE GET. J THIS SHEET BOLTS W/ 6' EMBED W/ EPDXY FILL POST (SEE PLAN) — - 1' STANDOFF GROUT CB66 4 -/4 BARS 3-ft DOWELS W/ 4' EMBED. 4 ETM�D, $LAB (WHERE OCCURS) W/ EPDXY FILL W�EPO%YCFlLL X (E) FRAMING (ORIENTATION N) SLAB (E) BASENEM VARIES) i (E) CLEAN SOT. OF FTG. 1— - BEFORE POURING TI SCHEDULE E0. E0. SEE SCHEDU SEE PLAY EXTERIOR POST FTG "LF' SEE SCHEDULE DETAIL OF RETROFTING FOOTING .3 NEW FOOTING AT (E) FOUNDATION 1 „_1,_0„ TP 411 PLATE AT BEAM NOTCH FLOOR (EACH SIDE) SHEATHING (E) FRAMING (ORENTARON VARIES) EDGE NAIL FUR. SHEATHING 14016” o.c. W/ 4' EMBED. - FR GIRDER (SEE PLAN) CC44 W/ EPDXY FILL 4x4 POST 0844 U HANGERS CLEAN BOT. OF FAO. , s ' BEFORE POURING _ SEE SCHEDULE EE SCHEDULE n� E0. EQ. E PLfiN DETAIL OF RETROFT ING FOOTING 8 ISOLATED FOOTING 4 - +M ENGI�JEEF'3S 4785 DEEP CREEK RD FREMONT, CA TEL. 510.377.7866 FAX. 510.894.2572 EMAIL: GEINIDYQCOMCAST.PIE REVWOW HKfOIRY 617E 8 - - A FOUNDATION RETROFIT ON OAK STREET, SARATOGA,CA # C8. c� GO .pervlvdd' OF 1Q/0" P Date Drawing Number 10 -04 -04 �q AS N AS NOTED (� o2, Project Number 04 -403 RM -2. OF Z NOT, THL1W THRE WINDOWS NOT PAP BUILDING DESIGN. 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SIDE LIOW I TM 11111MIOLRATM Or AN no~ mill"a fi idOUN6a O llmle L MMAIION" SH416 M K IItOOlVAR10N 10 NOT lbMOLd WOOLY M0/ ANOJfld.Y ICllso11Rr NEW FIGHT ELEVATION x WE- o x r- o M16 L n +1- o Quro `= U Xaa4 " ICrn m W LLnn d W U 0 0 m W N co (� C -21215 5 1114 PM"M 71! RAOW/I"W OP AN 80WW IM110M II010AM OPOO 411- MA9101 ALi OIMLL ai 2) PlP►wm NCI FlMNARION 0 NVr Locale 011a'1.A W 161uv MLY NCI AMINAMLY NNOW& tr =6END IMPOSITION SHMous JNTED REDWOOD 9NI148LE9 STING DOUBLE MUN6 WINDOW 1911491-2 FUNfs WINDOWS NTED HANDRAILS 1 GOLIJMNS .OGATED 0 WINDOWS STTMB FIXED WINDOWS IDOOR GASB� W/TRANSOM FIXED TEMP. SIDE LIOW NEW LEFT ELEVATION ve co OV2 �O Y 0 nx r- a n00L O� ~n n X0.4jq O�qn Ornn 9: Lin n d W U 0WoF9 N T g co January 20, 2005 dJ41A1 To: John F. Livingstone, AICP, City of Saratoga 2 0 From: Simon Chin, Home Owner etry Op 2005 Subject: Non-Heritage. Home SO U ATpGA ' °'���,n� ., �, . Dear John, Thank you for educating me on the six year old California law stipulating that any home over 50 years has the potential of being classified as a heritage home and therefore must be preserved. I understand that some cities already have their own lists of heritage homes, but Saratoga has not yet completed that list. Therefore, each Saratoga home owner with a structure older than 50 years must rely on city employees, heritage home consultants, or the Heritage Preservation Commission (HPC) to provide a letter stating whether or not the home is considered a heritage home. It is not clear to me as to why the City and the HPC have not completed in creating the full list of heritage homes since the law went into effect six years ago. If the current situation on heritage homes were to be applied to people, it would be like all Saratoga home owners older than 50 years of age are presumed guilty until they are proven innocent. Given the fact that it is up to the home owners to provide information to confirm their homes as non - heritage homes, I hereby submit the following information. First of all, I am a strong believer in preserving true heritage homes according to the purpose served by the HPC. Its purpose, stated in Article 13 -05 of the General Provision of the City of Saratoga, is to: (a) Safeguard the heritage of the City by providing for the protection of irreplaceable heritage resources representing significant elements of its history; (b) Enhance the visual character of the City by encouraging and regulating the compatibility of architectural styles within historic areas which reflect established architectural traditions; (c) Encourage public knowledge, understanding and appreciation of the City's past, and foster civic and neighborhood pride and sense of identity based upon the recognition and use of the City's heritage resources; (d) Stabilize and improve property values within the City and increase the economic and financial benefits to the City and its inhabitants derived from the preservation, rehabilitation, and use of heritage resources; (e) Integrate the conservation of heritage resources into the public and private development process and identify as early as possible and resolve conflicts between the preservation of such resources and alternative land uses. Please see the sixteen attached exhibits on the 72 years old property with the address of 20760 Wildwood Way. Exhibit 1: (Viewed from Wildwood Way) my neighbor's house on the left is a new home built about seven years ago. It is a much bigger house compared to mine. Exhibit 2: The house on Wildwood Way directly across my neighbor's house was built about 4 years ago. Exhibit 3: The second floor window in my house is not architecturally pleasing. It is grossly shifted to the right edge. Exhibit 4: The offset between my house and the property line is only a few inches. Exhibit 5: Close up of the shifted, unpleasing window. Exhibit 6: Part of the roof has no gutter. Exhibit 7: The paint is peeling off on some wall. Exhibit 8: Part of the wall, next to the gas meter, is covered with a board. Exhibit 9: Front of the house seen from Wildwood Way. The left side of the house was a later addition to the right side of the house. Exhibit 10: Side of the house seen from Wildwood Way. Exhibit 11: More of the side of the house. The structure on the right was a third addition. Exhibit 12: Part of the wall next to the electricity meter is covered with a board. Exhibit 13: My house is sandwiched between two non - heritage homes and can barely be seen from the junction of Wildwood Way and Springer. Exhibit 14: Picture for Exhibit 13 was taken from the right side of this picture. Exhibit 15: The house seen from 4th Street. The house is directly under an oak tree. Exhibit 16: The house is protruding. Please see the neighbor's fence. When this non - heritage house is replaced with a better one built according to our codes, the beauty of the neighborhood would be greatly enhanced and my neighbors' property values would go up. The current house has no irreplaceable heritage value, and its replacement is economically and financially good for Saratoga. Thank you for your cooperation, and I look forward to receiving the letter confirming the non - heritage status. Sincerely, —� Simon Chin, Finance Commissioner Review funds still available from the Historic Park Master Plan, and review revenue generated for weddings at the Warner Hutton House. V. Pending Items A. Adopt a Tree Program for the Heritage Orchard B. Update Heritage Ordinance C. Review Oak Street as a Heritage Lane VI. Adjournment Adjourn to 8:30 a.m. Tuesday March 8, 2005, Warner Hutton House, 13777 Fruitvale Avenue. Please advise the Chair if you will be absent from the next scheduled meeting In compliance with the Americans with Disabilities Act, if you are a disabled person and you need a disability - related modification or accommodation to participate in this meeting, please contact the City Clerk's Office at 408.868.1269 or ctclerkCa)saratoga.ca.us Requests must be made as early as possible and at least one full business day before the start of the meeting. Any recommendation made by the Heritage Preservation Commission may be appealed to the Planning Commission within 10 days of the date of the decision. The appeal shall be taken by filing with the Secretary of the Planning Commission a written notice and filing fee within 10 days of the date of the decision. Certificate of Posting of Agenda: I, John F. Livingstone, Associate Planner for the City of Saratoga, declare that the foregoing agenda for the meeting of the Heritage Preservation Commission of the City of Saratoga was posted at the office of the City of Saratoga, 13777 Fruitvale Ave., Saratoga, CA 95070 and was available for public review at that location. The agenda is also available on the City's website at www.saratoga.ca.us. Signe4thiird' day of Febru 2005 at Saratoga, California. John F. Livingstone, AICP Interim Community Development Director 868.1231 City of Saratoga HERITAGE PRESERVATION COMMISSION MINUTES Date: Tuesday, January 11, 2005 8:30 a.m. Place: Warner Hutton House, 13777 Fruitvale Avenue Type: Regular Meeting I. Routine Organization A. Roll Call- PRESENT: Conrado, Wyman, Louden, Ballingall, Bailey, Lowdermilk ABSENT: None Commissioner Dodge resigned. B. Approval of minutes from 12/14/05 — Approved 6 -0 C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on Thursday January 6, 2005 D. Oral & Written Communication - Any member of the public may address the Commission about any matter not on the agenda for this meeting for up to three minutes. Commissioners may not comment on the matter but may choose to place the topic on a future agenda. II. Old Business A. Update on County Grant for McWilliams House renovations. — Item discussed B. Update on Work Plan assignments. — Item discussed C. Update on City sites being submitted for the National Registry. — Item discussed and a special meeting planned for January 201h at 8:30 am at the museum. D. Mustard Walk.- Item discussed III. New Business A. (Continued from last meeting) Review history on 19101 Via Tesoro Court to consider the structure for Land Mark Status. — Item continued to the next agenda for DPR assignment. B. Review HPC Budget of $1,300 — Item discussed C. Review 19101 Via Tesoro Court to consider for Mills Act Participation. - Item continued D. Plaques — Reviewed the design of several plaques. E. Elect New Chair and Vice Chair — Paul Conrado was elected Chair and Patricia Bailey Vice Chair. IV. Items to be placed on the next Agenda - Add Oak Street on the pending Items for review as a Historic Lane. V. Pending Items A. Review list of properties with structures 50 years and over in age — Move to next agenda new business B. Adopt a Tree Program for the Heritage Orchard C. Historic Preservation Data Base - Move to next agenda new business SECRETARY OF THE INTERIOR'S STANDARDS REVIEW FOR A PROPOSED REMODEL AND ADDITION PROJECT FOR THE HISTORIC MAIN HOUSE 14524 Oak Street Saratoga, California (Santa Clara County) For: Salim Sagarchi 14524 Oak Street Saratoga, CA 95070 Prepared by: DILL D1=SI6N 6KO'UP 455 MS GATUS DLVD 0208 LUS GATUS. CALIFORNIA g5U52 (408) .758 -5448 (408) 558 -544g FAX ddg @archistory.com Leslie A. G. Dill, Historic Architect December 23, 2004 4 INTRODUCTION Executive Summary The proposed project appears consistent with the Secretary of the Interior's Standards for Rehabilitation. Report Scope Salim Sagarchi retained Dill Design Group to conduct a Historic Resource Design Review of a proposed development project that includes the rehabilitation of and an- addition to, the Historic Property at 14524 Oak Street, Saratoga, California. Dill Design Group was asked to review the exterior elevations and site plan of the project to determine if the proposed project is in compliance with the Secretary of the Interior's Standards for Rehabilitation (Standards). The Standards are understood to be a common set of guidelines for the review of historic buildings and are used by many communities during the environmental review process to determine the potential impact of a project on an identified resource. Qualifications of Consultant Leslie A. G. Dill, Principal of the firm Dill Design Group, has a Master of Architecture with a certificate in Historic Preservation from the University of Virginia. She is licensed in California as an architect. Ms. Dill is listed with the Northwest Information Center of the California State Office of Historic Preservation as meeting the requirements to perform identification, evaluation, registration, and treatment activities within the professions of Historic Architect and Architectural Historian in compliance with state and federal environmental laws. The Northwest Information Center utilizes the criteria of the National Park Service outlined in 36 CFR Part 61. Review Methodology Dill Design Group staff conducted a field visit of the subject property in Spring 2003. The site and surrounding context were examined. Characteristic features of the existing building were noted. Dill Design Group prepared a State of California Department of Parks and Recreation Form 523 (DPR523) dated June 3, 2003, and prepared an associated Historical and Architectural Evaluation report also dated June 3, 2003. In Spring 2004, Ms. Dill met with the owner, Salim Sagarchi, and the architect, Keith Royster, and discussed the character - defining features of the historic resource and the Secretary of the Interior's Standards for Rehabilitation (Standards). At this meeting, Ms. Dill informally reviewed a conceptual set of sketches and provided feedback. The most current progress prints were provided to Dill Design Group December 13, 2004, and Ms. Dill evaluated the design according to the Standards. Disclaimers The design for this project is currently in the development phase, and the final construction documents should be reviewed for consistency with this initial review. This report addresses the project plans in terms of historically compatible design, based on visual observations and analysis. The consultant has not undertaken and will not undertake an evaluation or report on the structural conditions or other related safety hazards that might or might not exist at the site and building, and will not review the proposed project for structural soundness or other safety concerns. The consultant has not undertaken analysis of the site to evaluate the potential for subsurface resources. The design review is generally limited to the exterior of the building. DILL 1)n16N GKOuP PROJECT DESCRIPTION: Significance and Character of Resource Dill Design Group established the architectural significance of the Historic Parsons House in an Historical and Architectural Evaluation report dated June 3, 2003. The report, states that, "This house is architecturally significant on a local level. It is a distinctive example of Shingle Style design, including its form and detailing. The proportions of the bell -cast eaves, the gambrel dormer, the window sash, and the cantilevered upper floors are particularly well executed. The style is not common in the area; and this residence is an excellent representation of its time and place." Proposed Project Summary The proposed rehabilitation and addition project, as presented in the most current set of architectural drawings noted above, includes the removal of non- character - defining features such as decks and exterior stairways, the non - historic front porch, and the non- historic rear additions. The project also includes the addition of a new, full -width rear wing with a paired gable end and rear porch. SECRETARY'S STANDARD'S REVIEW: Introduction The Secretary of the Interior's Standards for Rehabilitation, originally published in 1977 and revised in 1990, include ten standards that present a recommended approach to repair, while preserving those portions or features that convey a resource's historical, cultural, or architectural values. Following is a summary of the review with a list of the Standards and associated analysis for this project, summarized in the Executive Summary at the beginning of this report: Analysis 1. "A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces, and spatial relationships." Analysis: The use of the building does not change for this project. 2. "The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features, spaces, and spatial relationships that characterize a property will be avoided." Analysis: The proposed project is generally consistent with this Standard. Although some of the house is proposed for demolition, these parts are either not character - defining features or constitute a small portion of the original material. This project is notable for the quantity of windows proposed for preservation; preserving the windows is critical for meeting this Standard, as the exterior siding and some of the original form are proposed for replacement -in -kind due to deterioration. The character of the property appears to be preserved with this project. See also Standards 9 and 10 for related analysis of spatial relationships and setting. DILL PE316N GKU'UF 0 "Each property will be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other historic properties, will not be undertaken." Analysis: The Material List on the proposed plan set notes that the new materials will be appropriately differentiated from the original in its form and materials (see Standard 9). Although other changes are proposed that closely resemble the original work, the separation and form of the plan keep the addition from being mistaken for an original feature. 4. "Changes to a property that have acquired historic significance in their own right will be retained and preserved." Analysis: No changes to the building or site have been identified as having acquired historic significance in their own right. 5. "Distinctive materials, features, finishes, and construction techniques or examples of craftsmanship that characterize a property will be preserved." Analysis: The features, finishes, and construction techniques or examples of craftsmanship that characterize the residence are generally preserved in this proposal. 6. "Deteriorated historic features will be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence." Analysis: The project plans adequately address the replacement of deteriorated features in a special drawing note on each sheet. 7. "Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used." Analysis: No chemical or physical treatments are proposed in this project. DILL P S16N GKUUP 8. "Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken." Analysis: Archeological resources are not evaluated in this report. 9. "New additions, exterior alterations or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment." Analysis: The form and massing of the proposed rear addition are compatible with the original design; the form mimics the original roof forms and the materials are compatible. The massing of the addition, in particular, allows the new wing to be visually subordinate to the original house, creating a compatible synergy. To differentiate the new from old, the addition is lower in height and divided into smaller halves that create a clear seam between the one - and - one - half -story, original wing of the house. The pair of rear roofs are somewhat more symmetrical than the original, more asymmetrical motif of the house. The rear wing has differentiated window styles and proportions. The new wing proposes a palette of materials that is very similar in many ways to the original house, but will be subtly different. 10. "New additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired." Analysis: Although there would be some loss of original building fabric, the essential form and integrity of the historic property would be maintained in this project. DILL Dn16N GKU'UP 1114 PM"M 71! 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': ay.:�50.�d "a'� � .`i�;•� p��� •)Fdr'Q+.� f'•� �� tifp° 1':•v: ,tic. fi.'i�.• + i �• +.�^ f+Y•-' .F¢(.' . , t�, - ,�.ts. ~ �} ���.t���:a,�a,�•,ir to ,�e. °u�)`�� dK Sii" / � •h {t '`w° ry 1 7�'�:t dI4a2�y: 75' V � -rite ` .. �,.�� y' yam" s.•- •1 -aY:' e'• So a r X V *S� t .Mawr �n 4 4')`'.••°sAY&. °'Yp1 �' � .� .. L Y.+' L y, ,. 8".�y, . x�="z :.•.<.,.. , >7 Fir. •.. ,.._ a„�•°ty��• S� •.,.:,-.d••h ^�r �'� ��,' t a� ' The Sam Cloud Barn Restoration Project Awbrey Development Company is currently under contract to purchase the Sam Cloud Barn in the Saratoga Village for the purpose of completing a full restoration of the building. The City of Saratoga has tagged this historic building as unsafe, and currently the structure is in imminent danger of complete failure. The structural integrity of the entire building has deteriorated over the years to the point of complete compromise. The fact that the structure is built on a steep hillside complicates things further. Therefore, in order to restore the building's integrity, the unreinforced concrete foundation will have to be completely excavated and removed. A new foundation, new shear walls and structural moments will need to be added to the inside of the building to insure structural integrity. Potentially dangerous exterior conditions which do not meet code will need to be changed. For example, the concrete ramp from the parking lot to the lower level is in violation of the building code and will need to be removed and replaced with 'a staircase. The main entrance will be moved to the east side of the building, and will be accessed by a bridge. The barn doors will be glassed in and a few windows will be added. The building will also need to be retrofitted with fire sprinklers and a new roof undercovering in accordance with fire codes. Conceptually, the development plan for this historic structure is to restore it to its full '10 original splendor while preserving the old growth redwood framing members and the original exterior building aesthetics. Many residents of Saratoga have offices in their homes and are interested in a more professional and accessible location in the heart of the community. The plan is to offer professional offices and retail spaces in the form of a subdivided condominium ownership. Our goal is to completely restore this Saratoga Treasure so that it may be preserved for future generations to enjoy. For more information, please contact Craig Awbrey at 408 - 615 -6911. J E C E � U E FEB 0 3 2005 CITY OF SARATOGA -� - REVISIONS BY AF h IN a: -_ i • "5 43 30!,1 S w '*=: r s -_ .# � t.t / / / � % i / �` r � EA sa �c7 �tG: ?Oth�o ref '3 In'I i Q.n. LI 7 E-7, LF LI 1E - o p h i A REVISIONS BY un mu m c� "a w 14 m M K N fl, sc.r eo 5:la:±N ..oft 2a 4 - f,e msw of 4 • !2�A - W3_ Rri= a er no ' am b b i �qJ1 O. w ` b _E n N S9, O E » eoW Ati 54Fn...! a..n 1aH r+ Job Zoo.4- 13 61w1 a HISTORIC RESOURCES INVENTORY ( #80) IDENTIFICATION 1. Common name: None 2. Historic name: Springer House 3. Street or rural address: 20770 Wildwood Way City: Saratoga Zip: 95070 County: Santa Clara 4. Parcel number: 503 -26 -043 5. Present Owner: Michael O'Hearn Address: P.O. Box 526 City: Santa Cruz Zip: 95062 Ownership is: Public: Private: X 6. Present Use: Residential (4 apartments) Original Use: Residence DESCRIPTION 7a. Architectural style: Pioneer 7b. Briefly describe the present physical appearance of the site or structure and describe any major alterations from its original condition: This building, considered to be the oldest house still standing in Saratoga, was constructed of lumber that was pre- marked and pre- fabricated, and brought around the Horn. The siding was typical of New England, horizontal bungalow rustic with simple wood casement sash. The gables are enclosed and return at the gutter to form the start of a traditional pediment. The roofing material is wood shingle. The building has been remodeled many times, and in recent years the remodeling has changed the appearance so that it no longer has the charm of its original design. . - Y I 8. Construction date: Estimated: 1851 Factual: 9. Architect: Unknown 10. Builder: Unknown 11. Approx. prop. size Frontage: Depth: approx. acreage: .33 12. Date(s) of enclosed photograph(s): 1988 13. Condition: Excellent: X Good: Fair: Deteriorated: No longer in existence: 14. Alterations: 15. Surroundings: (Check more than one if necessary) Open land: Scattered buildings: X Densely built -up: Residential: X Industrial: Commercial: Other: 16. Threats to site: None known: X Private development: Zoning: Vandalism: Public Works project: Other: 17. Is the structure: on its original site? .X Moved? Unknown? 18. Related features: SIGNIFICANCE 19. Briefly state historical and /or architectural importance (include dates, events, and persons associated with the site). James P. Springer came to California overland in 1841 with the Bidwell - Bartleson party. Mr. Springer selected McCartysville as his home and built his residence across Campbell Creek in 1852. He planted the first sizeable orchard on the west side of Santa Clara Valley and continued to promote commercial fruit production until his death. Mr. Springer was the first superintendent of the Sunday School, which was held in the Sons of Temperance Hall on Oak Street in 1854. In 1858 Mr. Springer was elected to the State Assembly, serving until his untimely death. He died in 1861 at the age of 49. 20. Main theme of the historic resource: (If more than one is checked, number in order of importance.) Architecture: 2 Arts /Leisure: Economic /Industrial: Exploration /Settlement: 1 Government: Military: Religion: Social /Ed.: 21. Sources (List books, documents, surveys, personal interviews and their dates). F. Cunningham, Saratoga's First Hundred Years, 1967; Santa Clara County Heritage Resource.Inventory, 1975. 22. Date form prepared: 4/88 By (name): SHPC Organization: City of Saratoga Address: 13777 Fruitvale Ave. City: Saratoga Zip: 95070 Phone: 867 -3438 Locational sketch map (draw and label site and surrounding streets, roads, and prominent landmarks): NORTH t N 3� y ail s 41 -p s