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HomeMy WebLinkAbout02-08-05 Heritage Preservation Commission Agenda PacketCity of Saratoga HERITAGE PRESERVATION COMMISSION AGENDA Date: Tuesday, February 8, 2005 8:30 a.m. Place: Warner Hutton House, 13777 Fruitvale Avenue Type: Regular Meeting - Please meet in the parking lot in front of the Warner Hutton House at 8:30 a.m. and Staff will provide transportation to the site visit under New Business and return to City Hall by 11:15am I. Routine Organization A. Roll Call - B. Approval of minutes from 1/11/05 C. Posting of Agenda — Pursuant to Government Code Section 54954.2, the agenda was posted on Thursday February 3, 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. Mustard Walk. III. New Business A. 8:30 a.m. Review proposed restoration of the Sam Cloud Barn B. 9:15 a.m. Review request to determine if the structure at 20760 Wildwood Way is Historically significant C. 9:45 a.m. Review Proposed restoration plans and report from Dill Design for 14524 Oak Street, Hanchett House c.1886. . D. 10:30 a.m. Review request to upgrade the home at 14445 Donna Lane from the Historic Resource list to the Land Mark List and consideration for the Mills Act. IV. Items to be placed on the next Agenda A. Update on County Grant for McWilliams House renovations. B. Update on Work Plan assignments. C. Update on City sites being submitted for the National Registry. D. Review request from the Saratoga Historic Foundation to have a sign placed on Saratoga Avenue in the orchard saying "Saratoga Historical Orchard, a Glimpse of the Past, Preserved for the Future ". E. (Continued from last meeting) Assign HPC member to prepare a DPR and review history on 19101 Via Tesoro Court to consider the structure for Land Mark Status and Mills Act Participation. F. Review list of properties with structures 50 years and over in age G. Historic Preservation Data Base H. Plaques 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 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 NEW FRONT ELEVATION LEGEND 0 coMPOSITION smio-es p FAMED REDNOOD SHINBL.Es p emsnHS DOISLe Kma WINDOW ® MEN sINSLE w MUHDOWs Q PAMTED HANDRAILS p RELOCATED let KMXW S ® EXI9nN6 FIXED WINDOWS ® NEW DOOR ® 0 CASO.01T IN TRANSOM II (W) FIXED TIED . 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