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14110046CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10385 RIVERCREST CT CONTRACTOR: ATP 168 CONSTRUCTION PERMIT NO: 14110046 OWNER'S NAME: MILPITAS, CA 95035 PHONE NO: (408) 726-2766 LICENSED CONTRACTOR'S DECLARATION Is JOB DESCRIPTION: RESIDENTIAL COMMERCIAL ❑ INTERIOR REMODEL TO ENLARGE A CLOSET (56 SQ FT). License Class_ Lic. Ay 2 i Contract r the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $5000 I have and will maintain Worker's Compensation Insurance, as provided for by APN Number: 32637005 00 Occupancy Type: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITIIIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DAYS FROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the Issued by: ��/ RjT Date:// 7 �l granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section RE -ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is 9 18. � Date '' -70 i installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER -BUILDER DECLARATION Signature of Applicant: Date: 1 hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self -insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, etion 25505, 25533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this �1 Owner or authorized agent Date\\ "1 permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9 18 Signature Date s / IXA,�zq �� CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building[ cupertino.org ❑ NEW CONSTRUCTION ❑ ADDITION © ALTERATION / TI ❑ REVISION /DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS 10385 RI VERCRE S T CT. APN # 32 6-37-005 OWNER NAME -MAIL STREET ADDRESS 10385 RIVERCREST CT. CITY, STATE,zIPCUPERTINO, CA 95014 FAX CONTACT NAME DINO GARCIA PHONE 510-5792004 E-MAIL dgdesign. caCcomcast STREET ADDRESS 1117 WATERSTONE PL. CITY, STATE, ZIP SAN RAMON, CA 94582 FAX ❑ OWNER ❑ OWNER -BUILDER OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONT OR NAME LXE NNUIyi$ER LICENSE TYPE BUS. LIC # q 1 1 C P Y E j E-MAIL P.GJ ^ 1` FAX V Y STREET ADDRE+VC)Nt �Y,1 ATE, 4P) 1 Y PHf) kaOS I0ONE - `B7US. ARCHITECT/ENGINEER NAME LICENSE NUMBER LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK INTERIOR ALTERATION: DEMO EXISTING 20 SF.CLOSET AND BUILD NEW 56 SF. WALK -IN -CLOSET WITHIN EXISTING FOOTPRINT EXISTING USE PROPOSED USE CONSTR. TYPE # STORIES RESIDENTIAL IVB 2 1 USE TYPE OCC. SQ.FT. VALUATION($) EXISTG NEW FLOOR DEMO TOTAL AREA 2522 AREA AREA NETAREA BATHROOM REMODEL AREA KITCHEN REMODEL AREA OTHER REMODEL AREA CLOSET VB R 3 U 56 5,000 PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH ❑ ATTACH # DWELLING UNITS: ISA SECOND UNIT ❑ YES SECOND STORY ❑ YES 1 BEING ADDED? ❑ NO ADDITION? ONO PRE -APPLICATION ❑ YES IF YES, PROVIDE COPY OF IS THE BLDG AN ❑ YES R$ = -'$Y. V TOT•n��� VALUATION: PLANNING APPL # F1 NO PLANNING APPROVAL LETTER EICHLER HOME? [4 NO ED U By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provide is correct. I have read the Description of Work and verify it is accurate. I agree o comply with all applicable local ordinances and state laws relating to building onstruction. I authorize representatives of Cupertino to enter the above-ide tifred roperty for inspection purposes. Signature of Applicant/Agent: Date: I" SUPPLEMENTAL INFOI ION ION REQUIRED PLAN CHECK TYPE ROUTING SLIP VER -THE -COUNTER BUILDING PLAN REVIEW New SFD or Multifamily dwellings: p for demolition permit for existing building(s). Demolition permit is re prior to issuance of building permit for new building. ❑ EXPRESS PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE ❑ FIRE DEPT _ Copy of Planning Approval Letter or Meeting with Planning prior to ❑ ❑ SEWER submittal of Building Permit application. MAJOR SANITARY DISTRICT ❑ ENVIRONMENTAL HEALTH BldgApp_201 1. doc revised 06/21/11 ne IDA , � CITY OF CUPERTINO TT'T TC7T71tii A T%iD l2TT11 T 11%Td" nlVlglf(IN 1' L u itis i FEE QTY/FEE ADDRESS: 10385 Rivercrest Ct DATE: 11/07/2014 REVIEWED BY: Sean 10 BP#: *VALUATION: $5,000 APN: $0.00 PME Plan Check: *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY SFD or Duplex $0.00 PENTAMATION 1 R3SFDREM PERMIT TYPE: USE: =hrs $0.00 WORK Interior remodel to enlarge a closet 56 sq ft). $0.00 PME Permit Fee: SCOPE lke " r. 11la"7 ('h, c k fee Orin' a,: r. 7rt:Yn. tti. %Irak. t"ec 11hunh. J'lrxrr Check I'lumb. Permtl Pe Other 1'7uml) 7nsr7. 7 'Un�), Iasp. 1"1"'( . Zn5 Fee: NOTE: This estimate does not inctuae fees aue to omen uepartments . ­­ — ­- •• --,4--- ...h. —a—i, -n"tart the Pent for addn'1 info. Ulstrict, etc). /nese Lees ure vweu un ine ,c FEE ITEMS (Fee Resolution 11-053 EL: 7/1/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 56 s.f. Remodel, Other $431.00 IREMRESOTH Suppl. PC Fee: (F) Reg. ® OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee -.(E) Reg. 0 OT0,0 =hrs $0.00 T_= PME Unit Fee: $0.00 PME Permit Fee: $0.00 p r c:i'tJ'2i121sinlaive .1"ec. Work Without Permit? ® Yes (E) No $0.00 Advanced Planning .Fee: $0.00 Select a Non -Residential Building or Structure J'r,ti` j o{TC`I17ri ml(,dtion l'e'es: Strong Motion Fee: IBSEISMICR $0.65 Select an Administrative Item BId.g Stds Commission Fee: IBCBSC $1.00 " = s ¢: $1.65 $431.00 TO'�AL $432.65 Revised: 10/01/2U14 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 L U P E RT I N O Telephone: 408-777-3228 Fax: 408-777-3333 CONTRACTOR / SUBCONTRACTOR LIST-:: JOB ADDRESS: 6 '6 r PERMIT# I Lt 11 c3 v OWNER'S NAME: �� ' PHONE # GENERAL CONTRACTOR: BUSINESS110ENSE # ;: S ADDRESS: 2 5 Yi CITY/ZIPCODE:: I f S *Our municipal code requires all businesses working in the city to have a City of .Cupertino'business license. NO BUILDING FINAL OR FINAL OCCUPANCY ,INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL S BCONTRACTORS HAVE OBTAINED-A°CITY OF CUPERTINO BUSINESS LICENSE. I am not using ansubcontractors: y gnature Date Please check applicable subcontractors and complete the following information: V SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / Contractor Signature. Date •:Y 41-1- DRAWINGS AND WRITTEN MATERIALS APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPIIRI ISHFD WnRK OF THF nFgtr MPR ANn THF CAMP MAY NAT GP ntioi IrATPn i icon — n cr ncan WIT1111T T11 Ain TTS,. tV 0` C � m � REMODEL ^Ell D D `vr'iwv/JJ w �elka 10385 RIVERCREST CT. COVER 1117 Waterstone Pl, San Ramon, CA 94582 ~+ CUPERTINO CA 95014 SHEET 510-579-2004 it 925-999-8305 O A A 2 dgdesign.ca(acomcast.net i C F u u C I (E)KITCHEN U 0 (E)EATING closET (E)BATH 5 r (E)DINING (E)BATH EBR -3 EBR -3 SA SA (E)MASTER BR E(E)CLOSET sA i (E)HALL co O SA =(E)CLOSET sA (E)HALL PWDR 00 sA E HALL E CLOSET (E>conr sA - 1 SA CO (E)LIVING t 'ArH �L---------------- F (E)BR-2 ° J cD E (E)BALCONY OPEN TO d, `1 BELOW W / z / • W w��4 I LL O I l / W W O \ CUPERTINO moo / � Building Department a� n +y I40V A 7 L01'Ag / REVIEWED FOR CODE COMPLIANCE / Reviewed By: f���,yr Lj,✓ I (E)FIRST FLOOR PLAN - NO WORK SCALE: 1/8" = P-0" 2 (E)SECOND FLOOR & DEMO PLAN SCALE: 1/8" = F-0" O 2x WALL - EXISTING co CARBON MONOXIDE ALARM O REMOVE (E) CLOSET FRAMING AND MECHANICAL DUCT CHASE AS REQUIRED -I 2x WALL - DEMOLISH sA SMOKE ALARM O REMOVE (E) GUARD RAIL ® WINDOW -EXISTING O DEMO KEY NOTE TAG O REMOVE (E) FLOOR FINISH AS REQUIRED FOR (N) FRAMING DOOR - EXISTING STEP DOWN O4 PROTECT (E) FLOOR FINISH 3 1 LEGEND 4 DEMO KEY NOTES Revision Date 00N Co o` U 0 Co a o U UT p O V U tt rou7rn� ���N�to Q kn o, b ®�® rx a ^W 1�1 U H� U Wzz oa M 'D oU Date: 11/06/14 Scale: SEE PLAN Job No: DP -1014 Desig d By: GARCM Sheet A-2.0 (E)CLOSET 0 (E)HALL O (8'-0" CLG.) (VAULTED CLG.) (8'-0" CLG.) SA 9'-7" 1'-7" 1'-2" 1'-0" 7'-5" (E)LIGHT FIXT. (E)MASTER BR � 4so OF== I 2 co (N)2668 POCKET OR — — i + sn sA I � x (N)W.I.C. (8'-0" CLG.) 7 5 4 k�.b,a."'}W�#' xx :2•��k'�a�..- (E)CLEAR STORY WINDOW (E)BR-2 (E)BALCONY 9'-7" OPEN TO BELOW w 0 U UPERTINO f3uildirlg Department y`; NOV 0 7 2014 REVIEWED FOR CODE COMPLIANCE Reviewed By, - ,, j 24,Wl 1 SECOND FLOOR REMODEL PLAN SCALE: 1/2" = 1'-0" Revision Date N DD U s~ 0 Co a o U OMO U i o N by �a u W � d U Wzz a�a o a M 'D O u Date: 11/06/14 Scale: SEE PLAN Job No: DP -1014 Designed By: 0 GARC/A She A-2.1 F, C a C J C GENERAL: 1. INSULATION IS REQUIRED TO BE INSTALLED IN ALL WALLS, FLOORS AND CEILINGS OPEN FOR CONSTRUCTION BETWEEN CONDITIONED SPACE AND UNCONDITIONED SPACE, SUCH AS EXTERIORS, GARAGES, CRAWL SPACES AND ATTICS. TYPE OF INSULATION TYPICALLY O PROVIDE &INSTALL (N) HANDRAIL, SEE DETAIL 1/5-1.0 REQUIRED: WALLS: 2x4 R-13 OR 2x6 R-19 CEILING R-30 - FLOOR R-19) 2. FINAL INSPECTION WILL REQUIRE OPERATIONAL SMOKE DETECTORS IN ALL THE BEDROOMS, 2 O PROVIDE AND INSTALL (N) 2 668 POCKET DOOR &FRAMING BASEMENT, AND ADJOINING HALLWAY OUTSIDE THE BEDROOMS ON EVERY LIVING LEVEL OF THE HOME AND CARBON MONOXIDE DETECTORS, ONE ON EACH FLOOR AND ONE OUTSIDE OF SLEEPING ROOMS. i O PROVIDE AND INSTALL (N) 2x4 CEILING FRAMING WITH 5/" SHEETROCK TOP & ELECTRICAL: BOTTOM AND R-13 INSULATION 1. WALL SWITCHES SHALL BE AT 48", RECEPTACLES SHALL BE AT 12" (WALL) AND 42" (COUNTER) s UNLESS OTHERWISE NOTED. O PAINT (N) WALLS, CEILING AND TRIMS. TEXTURE TO MATCH EXISTING, 2. ALL PLUGS MUST BE TAMPER RESISTANT. COLOR TBD AND VERIFIED W/ OWNER 5. LED LIGHTING ASSEMBLIES SHALL BE LISTED AND CEC APPROVED. LED LIGHT COMPONENTS ARE NOT ALLOWED TO BE USED WITH HALO OR OTHER HOUSING/CANS. i 6. ALL NEW HALLWAY AND BATHROOM LIGHTS TO BE INSTALLED SHALL BE HIGH EFFICIENCY. O NEW 2x4 STUD WALL @ 16" O.C. WITH %" SHEETROCK AND R-13 INSULATION. 7. HIGH EFFICACY MUST BE SWITCHED SEPARATELY FROM LOW EFFICACY LIGHTING. TEXTURE TO MATCH (E) WALLS, PAINT COLOR TO BE APPROVED BY 8. RECESSED LUMINARIES IN INSULATED CEILINGS SHALL BE RATED FOR ZERO CLEARANCE CONSULTANT INSULATION COVER (IC), AND SHALL INCLUDE A LABEL CERTIFYING AIR TIGHT (AT) DESIGNATION. 9. BALLAST FOR HIGH EFFICACY LAMPS RATED 13 WATT OR GREATER SHALL BE ELECTRONIC. O PROVIDE & INSTALL (N) FLOOR FINISH , TBD BY OWNER 10. PROVIDE OUTLETS ALONG THE WALLS IN ROOMS NOT TO EXCEED 12 FEET APART HORIZONTALLY. 11. ALL REQUIRED 125 -VOLT, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE LISTED O PROVIDE (N) MECHANICAL DUCT CHASE AND INSTALL (N) FLEX L9 TAMPER-RESISTANT RECEPTACLES PER CEC. DUCTING AND CONNECT TO (E) DUCTS W 12. ALL 120 -VOLTS, SINGLE PHASE, 15 -AND 20- AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS = INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROVIDED BY A LISTED ARC -FAULT CIRCUIT W U) INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 0 13. NON-METALLIC CABLE ROMEX SHALL BE SUPPORTED EVERY 4 %2' AND WITHIN 12" OF EVERY 2 REMODEL KEYNOTES CABINET, BOX, OR FITTING AND WITHIN 8" OF PLASTIC RECEPTACLE BOXES. CEC ARTICLE 334.30 14. METAL BOXES SHALL BE GROUNDED CEC SEC. 314.40 (D) 15. NAIL PLATE PROTECTION IS REQUIRED WHEN WIRING IS CLOSER THAN 1 '''A" TO THE EDGE OF THE STUD CEC 300.4 16. JUNCTION BOXES SHALL BE ACCESSIBLE AND HAVE WORKING CLEARANCE. 17. FOR ALL NONMETALLIC BOXES AND CONDUIT BODIES, WIRING SHALL BE SECURED TO THE 2x WALL -EXISTING SINGLE SWITCH BOX. (EXCEPTION: WHERE NMC OR MULTI -CONDUCTOR TYPE OF CABLE IS USED IN BOXES NOT LARGER THAN 2!/2"X 4" AND SECURED WITHIN 8" OF THE BOX.) CEC 314.17 (C) 2x WALL - NEW DIMMER SWITCH 18. ALL SWITCHES, OUTLETS AND JUNCTION BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE. INSTALL GOOF RINGS AS REQUIRED. CEC 314.20 ❑O RECESSED CAN 110 L � ACLE MECHANICAL 3Uiidin ®�Q �I1181Tt 1. ANY NEW DUCT WORK WILL NEED TO BE SEALED WITH UL 181 NON -CLOTH BACKED TAPE, SURFACE MOUNTED LIGHT z! SMOKE ALARM INSULATED WITH A MINIMUM R -VALUE OF 4.2 AND SUPPORTED EVERY 4'.- s NOV 0 7 2014 2. 3. HVAC TO HAVE A SEALED COMBUSTION UNIT. HVAC TO HAVE A MERV FILTER WITH 6-10 RATING. n' CARBON MONOXIDE ALARM AIR REGISTER i�EVi�VED ���� PROTECT AND CLEAN ALL HVAC DUCTS. DUCT MASTIC USED ON ALL DUCTS, JOINTS AND SUR COMPLIANCE4. SEAMS. O REMODEL KEY NOTE TAG Reviewed By 5. THIS PLAN IS A SCHEMATIC ONLY, THE INSTALLING CONTRACTOR SHALL REVIEW THE PLANS AND ASSUME RESPONSIBILITY FOR PROPER AIR DISTRIBUTION, DUCTING SIZE, DUCTING LOCATION, AIR REGISTER LOCATIONS AND NOISE LEVEL. 1 GENERAL NOTES 3 SYMBOLS LEGEND Revision Dale N 0C a` ca U 0 ca u a, o U O O cz, U � N 0a � ca vi rn. � N w Q rnb rip® Q W W � Q W W � z u C~ tn CIO C*% W � � U W°z a g4 t� 000 a M O U Date: 01/14/13 Seale: 11/06/14 Job No: DP -1014 Designed By: &U11, - DIfflGARCIA Sheet: A-2.2 n c u C u 2x BLOCKING `- D 2x BLOCKING 7 � ' 1 %4 TO 2" HANDRAIL I (E)VAULTED ROOF FRAMING 3 3 -SECTION- -PLAN V1EW- i �• C. i A/A/3-1/1 (E)CLEAR STORY (N)LU24 HANGER WINDOW CAPPED END TO ' BE SMOOTH (E)4x BEAM MAX. 4%" 1 %" 0 HANDRAIL PROJECTION FROM WALL 1 %4' TO 2" HANDRAIL_ �8'-0" TOP OF PLATE — — — - -ELEVATION- -RAIL END RETURN- (N)4x8 Lu HEADER (N)2x4 CEILING JOISTS @ 16" K AND R-13IINSULATION. =1 TYP. STAIR HANDRAIL DETAIL TEXTURE & PAINT COLOR u- TO MATCH (E) CEILING z W Z 2 S-2.0 (N)2x4 STUD WALL @ 16" O.C. WITH %" SHEETROCK (N)4x8 HEADER (E)HALL (N)W.I.C. � AND R-13 INSULATION. TEXTURE & PAINT COLOR M5 ? ■ _` ' TO MATCH (E) WALLS s� (N)POCKET DOOR PER PLAN Y t U CIO ^. d w :(E)FLOOR U FRAMING k p` N n z -0'-0" 2ND FLR_SUB-FLOOR_ F'u"1109 Department (E)4xBEAM `� NOV,072014 EiI�EVVEr� rORDC�p 3 C C )tJIP' 5-1.0 4 LIAI�ICL reviewed By 2 CEILING FRAMING PLAN 3 FRAMING SECTION SCALE: 1/2" = P-0" Revision Dale N DD h U a 0 Cucli a V) u a U U 0 0 � � U ca `` � - C k 479 Z a0 ZU zW w E-+ �t u E-+ 'n W � � U Wzz 0a M oU Date: 11/06/14 Scale: SEE PLAN Job No: DP -1014 Designed By: 6w, L=! CJA Sheet: S-1.0 o " Z w 0 0 0 w x 0 o n F J Z M w D N 1z z O D z a a z Y ITEM DESCRIPTION OF BUILDING ELEMENTS NO. & TYPE OF FASTENER T NO. & TYPE OF FASTENER ROOF -, 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-8d HEADER PER PLAN 2 CEILING JOISTS TO PLATE, TOENAIL 3-8d STUDS 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS, FACE NAIL 3-I0d 24" O.C. STAGGERED TYP. 4 COLLAR TIE RAFTER, FACE NAIL OR 1 %"x20 GAGE RIDGE STRAP 3-10d 5 RAFTERS TO PLATE - TOE NAIL 2-16d 6 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL FACE NAIL 4-16d 3-16d O WALL 7 BUILT-UP CORNER STUDS 10d 24" O.C. 8 BUILT-UP HEADER, TWO PIECES WITH %" SPACER 16d 16" O.C. ALONG EACH EDGE 9 CONTINUED HEADER, TWO PIECES 16d 16" O.C. ALONG EACH EDGE 10 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d USE 2-2x BEARING STUD @ OPENING 6'-0" TO 11 DOUBLE STUDS, FACE NAIL 10d 24" O.C. 12 DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. 13 DOUBLE TOP PLATES, MIN. 24" OFFSET AT END JOINTS, FACE NAIL IN LAPPED AREA 8-16d 2. FOR WINDOW SILL: USE 1-2x BEARING STUD 14 SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 16" O.C. 15 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL 3-16d 16" O.C. 16 STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d 17 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d 18 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d 19 1" BRACE TO EACH STUD AND PLATE, FACE NAIL. 2-8d 20 1 "x 6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 21 1 "x 8" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 22 WIDER THAN 1 "x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d FLOOR 23 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d 24 1 "x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 3-8d 25 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d 26 RIM JOIST TO TOP PLATE, TOE NAIL (ROOF APPLICATION ALSO) 8d 6" O.C. 27 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) 2-16d AT EACH BEARING 28 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS, NAIL AT TOP & BOTTOM AND STAGGERED, TWO NAILS AT ENDS AND AT EACH SPLICE 10d 32" O.C. 29 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST OR RAFTER ITEM DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENERS SPACING OF FASTENERS EDGES INTERMEDIATE SUPPORTS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF & INTERIOR SHEATHING TO FRAMING 30 %" -!/21' AND %fi" - %" 6d COMMON NAIL (SUBFLOOR, WALL) 6" 12" 8d COMMON NAIL (ROOF) 6" 12" 31 19/2" - 1" 8d COMMON NAIL 6" 12" OTHER WALL SHEATHING 32 %" GYPSUM SHEATHING 1!/2" GALVANIZED ROOFING NAIL 7" 7" 1 %" SCREWS, TYPE W OR S 7" 7" 33 %" GYPSUM SHEATHING 1 %" GALVANIZED ROOFING NAIL 7" 7" 1 %" SCREWS, TYPE W OR S 7" 7" WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 34 3/" AND LESS 6d DEFORMED OR 8d COMMON NAIL 6" 12" 34 %' -r 8d DEFORMED OR 8d COMMON NAIL 6" 12" 34 1 %" - 1 1 /" l Od DEFORMED OR 8d COMMON NAIL 6" 12" A23 CLIPS REQUIRED AT OPENING GREATER THAN 6-0". PROVIDE ONE EA. SIDE OF STUDS T&B, AT HEADER, AND @ WINDOW SILL 1 2 1 TYP. FRAMING OPENINGS IN WALL I FRAMING: 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIAL CODE (CRC) (2013 EDITION) AND ANY OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK. 2. SHEATHING TO BE 4'-0" x 8'-0" MIN. EXCEPT AT BOUNDARIES OR AT CHANGES IN FRAMING WHERE MIN. WIDTH IS TO BE 24" (TYP.) 3. ALL NEW BEAMS, HEADERS, POSTS & STUDS SHALL BE DFL#2 DIMENSION LUMBER U.N.O. 4. PROVIDE CS16 STRAP AT BOTTOM PLATE SPLICE. 5. PROVIDE MST STRAP AT TOP PLATE SPLICE FOR INTERIOR BRACED WALLS. 6. LOAD BEARING WALLS ARE 2x4 DFL #2 STUD OR BETTER @ 16" O.C. MAX. SPACING, U.N.O. 7. ALL INTERIOR WALLS & INFILL ARE 2x4 DFL#2 STUD OR BETTER @ 16" O.C., U.N.O. 8. PROVIDE CS 16 STRAP ABOVE & EACH NEW G. 9. PROVIDE MIN. (2) 22x TRIMMER & (2) 2x KING KING STUDS @ EAC U.N.O.p 10. PROVIDE MIN. 4x DFL#2 POST @ EACH END OF BEAMS, U.N.O. �p�R��IYp, Building Department 11. NAILING SHALL COMPLY WITH CRC TABLE R602.3(1) 12. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR MO 'TING TURED STRUCTURAL ELEMENTS SUCH AS PRE -MANUFACTURED R SES, E D S, UNLESS THE MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY THE MANUFACTURER. PROVIDE LETTER OF CERTIFICATION FRO �O COMPLIANCE APPROVAL OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL FOR OT MODIFICATIONS. Reviewed By 13. THE RESPONSIBILITY OF DG DESIGN IS LIMITED TO THE DESIGN OF ELEMENTS NOTED ON THE DRAWING. ALL OTHER STRUCTURAL ELEMENTS ARE EITHER EXISTING OR DESIGNED BY OTHERS AND DG DESIGN NOR THE GENERAL CONTRACTOR CAN NOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL DISTRESS OR FAILURE CAUSED DUE TO ELEMENTS NOT DESIGNED BY DG DESIGN. I I I FASTENING SCHEDULE 1 3 1 GENERAL NOTES Revision Date cV DD U V a41 o C O O Q p O M cC N o0 U J 3oN w �®4C]® Q W z� � Z/1 z Uo H � t� U wzz �n W 0a M oU Date: 11/06/14 Scale: SEE PLAN Job No: DP -1014 Designed By: fWD/ CLI t Sheet: \\\" 5-2.0 PROVIDE SAME BEARING STUDS UNDER A BEARING -, STUD AT FLOOR ABOVE HEADER PER PLAN PER NAILING SCHEDULE INTERNAIL STUDS 16d @ OBEARING STUDS q OPENING 24" O.C. STAGGERED TYP. PER PLAN 3 KING STUDS O O Q NOTE: SILL PLATE 1. FOR BEARING & KING STUDS: USE 1-2x BEARING STUD @ OPENING 6-0" OR LESS, ADDITIONAL USE 2-2x BEARING STUD @ OPENING 6'-0" TO STUD 9'-0". FOR OPENING GREATER THAN 9'-0" NOTIFY EOR. LTP4 --{ 2. FOR WINDOW SILL: USE 1-2x BEARING STUD @ OPENING 4'-0" OR LESS, USE 2-2x BEARING STUD @ OPENING 4'-0" TO 6-0". FOR A BASE @ WINDOW B BASE 51 @ DOOR OPENING GREATER THAN 6'-0" NOTIFY EOR. 1 2 1 TYP. FRAMING OPENINGS IN WALL I FRAMING: 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIAL CODE (CRC) (2013 EDITION) AND ANY OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK. 2. SHEATHING TO BE 4'-0" x 8'-0" MIN. EXCEPT AT BOUNDARIES OR AT CHANGES IN FRAMING WHERE MIN. WIDTH IS TO BE 24" (TYP.) 3. ALL NEW BEAMS, HEADERS, POSTS & STUDS SHALL BE DFL#2 DIMENSION LUMBER U.N.O. 4. PROVIDE CS16 STRAP AT BOTTOM PLATE SPLICE. 5. PROVIDE MST STRAP AT TOP PLATE SPLICE FOR INTERIOR BRACED WALLS. 6. LOAD BEARING WALLS ARE 2x4 DFL #2 STUD OR BETTER @ 16" O.C. MAX. SPACING, U.N.O. 7. ALL INTERIOR WALLS & INFILL ARE 2x4 DFL#2 STUD OR BETTER @ 16" O.C., U.N.O. 8. PROVIDE CS 16 STRAP ABOVE & EACH NEW G. 9. PROVIDE MIN. (2) 22x TRIMMER & (2) 2x KING KING STUDS @ EAC U.N.O.p 10. PROVIDE MIN. 4x DFL#2 POST @ EACH END OF BEAMS, U.N.O. �p�R��IYp, Building Department 11. NAILING SHALL COMPLY WITH CRC TABLE R602.3(1) 12. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR MO 'TING TURED STRUCTURAL ELEMENTS SUCH AS PRE -MANUFACTURED R SES, E D S, UNLESS THE MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FORTH BY THE MANUFACTURER. PROVIDE LETTER OF CERTIFICATION FRO �O COMPLIANCE APPROVAL OF THE ENGINEER OF RECORD AND THE BUILDING OFFICIAL FOR OT MODIFICATIONS. Reviewed By 13. THE RESPONSIBILITY OF DG DESIGN IS LIMITED TO THE DESIGN OF ELEMENTS NOTED ON THE DRAWING. ALL OTHER STRUCTURAL ELEMENTS ARE EITHER EXISTING OR DESIGNED BY OTHERS AND DG DESIGN NOR THE GENERAL CONTRACTOR CAN NOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL DISTRESS OR FAILURE CAUSED DUE TO ELEMENTS NOT DESIGNED BY DG DESIGN. I I I FASTENING SCHEDULE 1 3 1 GENERAL NOTES Revision Date cV DD U V a41 o C O O Q p O M cC N o0 U J 3oN w �®4C]® Q W z� � Z/1 z Uo H � t� U wzz �n W 0a M oU Date: 11/06/14 Scale: SEE PLAN Job No: DP -1014 Designed By: fWD/ CLI t Sheet: \\\" 5-2.0