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14040038 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10744 BROOKWELL DR CO� �NTTRACCTTORJ (P, PERMIT NO: 14040038 d-iJS=_Gr"/��l7 OWNER'S NAME: YANG XIANGYING ET AL DATE ISSUED:06/05/2014 OWNER'S PHONE: 4088961790 PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARAjUON JOB DESCRIPTION:RESIDENTIAL F] COMMERCIAL E] `�. INTERIOR REMODEL(274 SQ FT); BATHROOM REMODEL License ClassLic.# j (138 SQ FT)AND INSTALL(1)SKYLIGHT. Contractor Date_,6 I hereby affirm tha I am li ensed under t e 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. 1 hereby affirm under penalty of perjury one of the following two declarations: 1 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 erformance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$20000 have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:36921039.00 Occupancy Type: 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 WITHIN 1 OF P IT 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 FROM 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 granting of this permit. Additionally,the applicant understands and will comply slue (� with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. r RE-ROOFS: Signature ', IS Date All roofs shall be inspected prior to any rooting material being installed. If a roof is installed without first obtaininginspection,an I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of Signature of Applicant: Date: 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) 1,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 1 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,Sections 25505,25533,and 25k34. Section 3700 of the Labor Code,for the performance of the work for which this I P Owner or authorized agent: ate: permit is issued. 1 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 Compensation laws of California. If,after making this certificate of exemption,[ CONSTRUCTION LENDING AGENCY' 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 indemnify and keep harmless the City of Cupertino against liabilities,judgments, ARCHITECT'S DECLARATION 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 CONSTRUCTION PERMIT APPLICATION [a COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 l CUPERTINO (408)777-3228• FAX(4008)777-3333 • building(a)cupertino.org 1 ❑NEW CONSTRUCTION^ ❑ ADDITION 2 ALTERATION I TI ❑ REVISION/DEFERRED ORIGINAL PERMIT It PROJECT ADDRESS f n�Q'� P00� A!j 7APN4 '5L0q 2J I 05 v' OWNER NAME PHONE ,�O9 (o 11� O- E-MAIL STREET ADDRESS O CITY, STATE,ZIP /, �'1 � V FAX CONTACT NAME / IA Pr / /_� �O PHONEE-MAIL �h/,/.� �jl�( E-MAIL STREET ADDRESS 'L�'' .'/ n�±f�i �) TY,STATE, ZIP / r A If! l��/4 (//f FAX 11 OWNER El OWNER-BUILDER L ❑/OWNER AGENT CONTRACTOR 11 CONTRACTOR AGENT 7�❑ ARCHITECT ❑ENGINEER 11 DEVELOPER DEVELOPER` ❑ TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE ARCHITECT/ENGINEER NAME LICENSE NUMBER BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS ^ CITY,STATE,ZIP PHONE DESCRIPTION OF WORK t '� O� O de-I C T-R ID EXISTING USE PROPOSED USE CONS TYPvvv #STORIES USE TYPE OCC. SQ.FT. VALUATION(S) EXISTG NEW FLOOR DEMO V TOTAL AREA AREA AREA NET AREA pO BATHR00 KITCHEN OTHER REMODE REMODEL AREA REMOD� PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: LJ DETACH ❑ATTACH fl DWELLING UNITS: Is A SECOND UNIT ❑YES SECOND STORY DYES BEING ADDED? E]NO ADDITION? ❑NO PRE-APPLICATION ❑YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YESRECEIV ,� TOTAI1g XION: PLAMNTNG APPL k ❑NO PLANNING APPROVAL LETTER EICHLER HOME? ❑NO (J�"'VV By my signature below,I certify to each of the following: I am the property owner or authoriz ent to act on the prope )owner's behalf. I have read this application and the information I have provi ed is COrrec ve read the Description of Work and vers IIs gree to comply with all applicable local ordinances and state laws relating to bui g construc' i epresentatives of Cupertino to enter the above-id �t fe,�pro erty for inspection purposes. Signature of Applicant/Agent: Date: //// SUPPLEMENT INFORMATION REQUIRED riaiYCHEcxTPE a iiouTuvcsiP ., New SFD or Multifamily dwellings: Apply for demolition permit for ❑: OVER TH�AUNTER G PLAN REVIEW existing building(s). Demolition permit is required prior to issuance of building permit for new building. EarREss AnDING rLAN REVIEW � s fi _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑_ sTANDnRD ❑ ruBLlc WORKS form if any Hazardous Materials are being used as part of this project. ❑� LARGEti; ❑ FIRI DEPT. Copy of Planning Approval Letter or Meeting with Planning prior to submittal of Building Permit application. p4AJOR=g ❑ satuTaRYSEvvERnISTRrcT 3 ,� -. ❑ ENVIRONDZEN7'AL"HEALTH.=. B1dgApp_2011.doc revised 06121/11 Building Department City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 C U P E RT I N O Fax: 408-777-3333 CONTRACTOR/ SUBCONTRACTOR LIST JOB ADDRESS: PERMIT# 0 U OWNER'S NAME: ' N PHONE# GENERAL CONTRACTOR: BUSINESS LICENSE# �dt/ S ADDRESS: ,r ,�� CITY/ZIPCODE: *Our municipal code re uires all businesses working in Ke city io have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY 9F CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signat`rre Date Please check applicable subcontractors and complete the following information: SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass/ Glazing zz Heating Insulation Landscaping Lathing Masonry Painting /Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date r CALGREEN RESIDENTIAL;CHECKLIST — MANDAQ:RY ILI ITEMS �. ] + COMMUNITY DEVELOPMENT DEPARTM NT-BUILDING DIVISION JUN 0 2 2014 CUPERTINO ALBERT SALVADOR, P.E„ C.B.O., BUILDI,4G OFFICIAL 10300 TORRE AVENUE-CUPERTINO, CA 95014-3255 (408)777-3228• FAX(408)777-3333-tui( in cu ertino.or BY PURPOSE: The 2013 CalGreen Code applies to all newly constructed hotels, motels, lodging houses, dwellings, dormitories, condominiums, shelters, congregate reside'ces, employee housing, factory-built housing and other types of swellings with sleeping accommodations E Ind new accessory buildings associated with such uses. Existing site and landscaping improvements that E re not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: Yang / Chen Residence CLJPERTINO Project Address: 10744 Brookwell Dr, Cupertino, CA Buildina Degartm nt p Interior remodeling Project Description: 9 �`�:�•ti: 'Yr Instructions: ttEVIc11 ED FOR CODE COMPLIANCE +reviewed By. 1. The owner or the Owner's agent shall employ a licensed professional experienced with the California Green Building Standards Codes to verify and assur that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the o ner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, Ile licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Veri kation at the end of this checklist and submit the completed form to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification Requirements A4.1 PLANNING ANDDESIGN a� 4.106.2 Storm water drainage and retention during const uction. A plan is developed and implemented to manage storm water drainag during ❑ ❑ construction. 4.106.3 Grading and paving. The site shall be planned anc developed to keep surface water away from buildings. Construction plans hall indicate how ❑ [� site grading or a drainage system will manage all surface wa er flows. 4 � 1 at, Page I of 5 #2 CalGreerr_2014.doc revised 01115114 A4.2 ENERGY EFFICIENCY 4.201.1 Low-rise residential buildings shall meet or exceed tie minimum standard design required by the California Energy Standards WATER EFFICIENCY AND CONSERVATION 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals)and fittings(faucets and showerh ads)shall comply with the following: ❑ 4.303.1.3.2 Water Closets. The effective flush volume cf all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA Wat rSense Specifications for Tank-type Toilets. ❑ 4.303.1.3.2 Urinals. The effective flush volume of urina s shall not exceed 0.5 gallons per flush. ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall liave a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for showerheads. ❑ 4.303.1.3.2 Multiple Showerheads serving one show r. When a shower is served by more than one showerhead, the con bined flow rate of all showerheads and/or other shower outlets controlled b f a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the hower shall be designed to allow only one shower outlet to be in operatii ln at a time. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in comm(lin and public use areas(outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. ❑ 4.303.1.4.3 Metering faucets. Metering faucets when i stalled in residential buildings shall not deliver more than 0.25 gallons per cycle. ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a m4aximurn flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the CaliforniaPlumbing Code, ❑ ❑ and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. Page 2 of 5 CalGreen 2014.doc revised 01/15/14 t { i i in -NNW 4.304.1 Irrigation controllers. Automatic irrigation systems installed at the time of final inspection shall be weather-based. ❑ 4.304.1.1 Controllers shall be weather-or soil moisture- ased controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. ❑ ❑ 4.304.1.2 Weather-based controllers without integral rain sensors or communication systems that account for local rainfall sh 11 have a separate wired or wireless rain sensor which connects or commun cated with the controller(s). Soil moisture-based controllers are not reqi flred to have rain sensor input. A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall b' protected © ❑ against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforc ng agency. o 4.408.2 Construction waste management plan. Where a ocal jurisdiction does not have a construction and demolition waste managen ient ordinance, a ❑ ❑ construction waste management plan shall be submitted for pproval to the enforcing agency. 0 I' M Elm am 4.410.1 Operation and maintenance manual. At the time f final inspection, an operation and maintenance manual shall be provided to t e building ❑ ❑ occupant or owner. A4.5 ENVIRONMENTAL gwim R M- , 4.503.1 General. Install only a direct-vent seated-combustio i gas or sealed ® ❑ wood-burning fireplace, or a sealed woodstove. 4.504.1 Covering of duct openings and protection of me hanical equipment during construction. Duct openings and other elated air ® ❑ distribution component openings shall be covered during construction. 4.504.2.1 Adhesives,sealants and caulks. Adhesives, se ]ants and caulks ❑ shall be compliant with VOC and other toxic compound limits 4.504.2.2 Paints and coatings. Paints,stains and other co tings shall be ® ❑ compliant with VOC limits. 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings shall be compliant with product weighted MIR Limits for ROC and other toxic ® ❑ compounds. Page 3 of 5 C.alGreen 2014.doc revised 01115114 i 4.504.2.4 Verification. Documentation shall be provided to 'erify that compliant VOC limit finish materials have been used. 4.504.3 Carpet Systems. Carpet and carpet systems shall 4e compliant with VOC limits. I 4.504.4 Resilient flooring systems. Eighty(80)percent of loor area receiving resilient flooring shall comply with the VOC-emissic n limits defined in the Collaborative for High Performance Schools(CHPS)Lo emitting Q Materials List or be certified under the Resilient Floor Coveril ig Institute(RCFI) FloorScore program. i 4.504.5 Composite wood products. Particleboard, mediun density fiberboard (MDF), and hardwood plywood used in interior fin 5h systems shall 0 0 comply with low formaldehyde emission standards. . _ r r 4.505.2 Concrete slab foundation. Required vapor retard e s and capillary breaks are also required to comply with CalGreen Section 4. 05.2.1. 4.605.3 Moisture content of building materials. Moisture ntent of building materials used in wall and floor framing is checked before en` losure. 4.506.1 Bathroom exhaust fans. Exhaust fans which termi iate outside the building are provided in every bathroom. =�_ --low 4.507.2.Duct systems are sized and designed and equipmef t is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 0 2. Size duct systems according to ACCA 29-D (Manual D)or equivalent. 3. Select heating and cooling equipment according to ACCA 6-S (Manual S) or equivalent. INSTALLER AND SPECIAL INSPECTOR lQUALIFICATIONS 702.9 Installer training. HVAC system installers are trained and certified in El the proper installation of HVAC systems. 702.2 Special Inspection, The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate mpetence in the El discipline they inspect and verify. 703.1 Documentation. Verification of compliance with CAL reen may include construction documents, plans, specifications, buildeor installer certification, inspection reports, or other methods acceptableo the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen_2014.doc revised 01115/14 CALGREEN SIGNATURE DECLARATIONS Project Name: Yang / Chen Residence Project Address: 10744 Brookwell Dr, Cupeytino, CA Project Description: Interior remodeling I SECTION 1 — DESIGN VERIFICATION I Complete all lines of Section 1 —"Design Verification"and submit the completed checklist(Columns 1 and 2)with the plans and building permit application to the Building Departm nt. The owner and design professional responsible for complianc with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated nto the project plans and will be implemented into the project in accordance with the requirements set forth in the 2 13 California Green Building Standards Code as adopted by the City of Cupertino. - �,r Owner's ignature Date XIANG IN6 jl { CH S Owner's Name (Please Print) 04/27/2014 Design Prafessiana!'s Signature Date •e, d Vadim Melik-Karamov / Design Professional's name (Please P' t) ffS4,-, Zd( Signature of Li ns e Pro4sionill responsible fo alGreen compliat ce Date A7 -4zAAZ- • -g? r I Dame of License Professional responsible for CalGreen compliance Please Print) Phone i i Email Address for License Professional responsible for CalGreen cos ipliance i i SECTION 2 — IMPLEMENTATION VERIFI ATION Complete, sign and submit the competed checklist, including olumn 3,together with all original signatures on Section 2 to the Building Department prior to Building Department final! inspection. I have inspected the work and have received sufficient docum antabon to verify and certify that the project identified above was constructed in accordance with this Green Buildin Checklist and in accordance with the requirements of the 2013 California Green Building Standards Code as adopt 1 d by the City of Cupertino. I Signature of License Professional responsible for CalGreen compliace Date Name of License Professional responsible for CalGreen compliance'I Please Print) Phone i Email Address for License Professional responsible for CalGreen ca'I ipliance s Page 5 of 5 Ca[Green_2014.doc revised 01115114 A. S. Associates .3 ENGINEERS & PLA RS t C,UPERTI 145 DILLON AVENUE,BLDG` ,.i 1 J ihi lq [}oda enl CAMPBELL,CA 9$008 Tel.(408) 376-0363 -Cell. 4 `933 A'13,7," ,1 n; 70 i4 ;L7-L, C'Oh1PL1 p CE STRUCTURALvi�uzl} ENGINEERING REPORT (STRUCTURAL CALCULATIONS) PROTECT: XIANGYING YANG & SHU CHEN LOCATION: 10744 BROOKWELL DRIVE CUPERTINO, CA 95008 DESCRIPTION: INTERIOR ALTERATIONS & RENOVATIONS OF AN EXISTING SINGLE STORY DWELLING UNIT FOLIO NO.: 013057 DATE: 19 MAR 2014 ssio SHAyq C-2760rTl �2 � z RECEIVED : . EXP. DATE APR 0 7 2014 OF CA\-W° By X P Rk CITY OF CUPERTINO FEE ESTIMATOR- BUILDING DIVISION ADDRESS: 10744 brookwell dr DATE: 04/07/2014 REVIEWED BY: Mendez APN: BP#: "VALUATION: 1$20,000 *PERMIT TYPE: Building Permit PLAN Cfi ECK TYPE: Alteration / Repair PRIMARY SFD or Duplex PENTAMATION 1 R3SFDREM USE: PERMIT TYPE: WORKremodel 274 s ft of interior sfdwl bathroom 138 s ft install 1 skylight. SCOPE Lj NOTE. This estimate does not include fees due to other Departments(i.e.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc.). Thesefees are based on the prelimina information available and are onjV an estimate. Contact the De t or addn'l info. FEE ITEMS (Fee Resolution 11-053 L'f. 7%1/131 FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 274 s.f. Remodel,Other Suppl. PC Fee: (F) Reg. 0 OT 0.0 hrs $0.00 $418.00 1REMRESOTH PME Plan Check: $0.00 138 s.f. Remodel,Bath(<=300 sf) Permit Fee: $0.00 $626.00 1REMRESB.4T Suppl. Insp. Feer Reg. Q OT 0,0 1 hrs $0.00 = # Skylight PME Unit Fee: $0.00 $418.00 ISKYL<IOSF <= 10 s.f. PME Permit Fee: $0.00 Work Without Permit? 0 Yes (F) No $0.00 E) Advanced Planning Fee: $0.00 Select a Non-Residential E) Building or Structure i Strong Motion Fee: IBSEISMICR $2.00 Select an Administrative Item Bldg Stds Commission Fee: 1BCBSC $1.00 SUBTOTALS: $3.001$1,462.001 TOTAL FEE: 1 $1 ,465.00 Revised: 04/0112014 A S. Associates ENGINEERS&PLANNERS -- FIJez�m 013057 PROJECT INFORMATION PROJECT NAME: XIANGYING YANG & SHU CHEN I FOLIO: 013057 yang/then I PROJECT ADDRESS: 10744 BROOKWELL DRIVE, CUPERTINO, CA. 95008 DATE; 201403 17 SCOPE OF STRUCTURAL WORK: TABLE 1.0 I- PROJECT DESCRIPTION & DESIGN APPROACH Existing, single story wood framed , single family residential unit. Building geometry: building foot print is an "L" shape configuration. The structure is on raised floor, all existing ceilings are but flat at 8'-0" height, the roof framing is conventional and the roofing is class A comp. SCOPE OF STRUCTURAL WORK: Work is limited to: 1. Coffering the ceiling of the master bed room, 2. Wall opening to receive a "6'-0 x 6'-8" sliding door. 3. Wall opening to install a bay window. 4. Mise interior alterations and renovations. NOTE: THIS REMODEL DOES NOT TRIGGER ANY SEISMIC OR WIND APPLICATION. REMODEL WORK IS LIMITED TO BALANCING THE GRAVITATION FORCES J A S. ,associates ENGINEERS&PLANNERS Project: YANG/CHEN Date:2014. 03.17 By:Armen Rev. TABLE 2.0 - -- - - 2.0 GENERAL APPLICABLE CODE.- 2013 ODE.2013 CALIF. BUILDING CODE& CODE AMENDMENTS 2.1 STRUCTURAL ELEMENTS USED Structural Lumber, Engineered Wood, 12.2 WOOD CHAPTER 23 & NDS 2008 ------------------------------------------------------------------------------------------------------------------------------------------------ 2.5 GEOTECHNICAL: Not provided. Owner assumes responsibility for adequacy of the CBC soil tables for this specific site ----------------------------------------------------------------------------------------------------------------------------------------------- 2.6 DESIGN CONSULTANT VMK DESIGN GROUP 1 2.11 REFERENCED DWGS Preliminary Plans &sections TABLE 3.0 DESIGN OF GRAVITY LOAD SUPPORTING ELEMENTS 3.1. Design of new ceiling framing members 3.2 Retrofit of existing roof rafters. 1 3.3 Design of new individual headers. 3.4 provisions for loss of exterior braced wall due to sliding door & bay window openings at grid line "A" L - - -- ;associates ENGINEERS&PLANNERS y i_ 4.�. ':SPR=i Project: YANG/CHEN Date:2014. 03.17 By:Armen Rev. TABLE 4.0 _ DETERMINATION OF LIVE LOADS LIVE LOADS (REF. CBC 2013- Table 1607.1) 4.1 Roof live load: 20 psf (live load reduction not permitted) 4.2 CEILING Live Load 10 psf Live Load reduction Factors: li 4.5 Roof live load reduction Per CBC 2013, NOT USED TABLE 5.0 DETERMINATION OF ROOF & CEILING DEAD LOADS ROOF: DL ( roof slope: 4:12 gable roof) a. Roofing. 5.0 psf b. Plywood 1/2" plywood sheathing: 3.0 psf C. Roof 2x framing members @ 24" OC 4:0 psf ------------- TOTAL ROOF DL= 12.0 psf I CEILING DL a. Ceiling rafters: 4.0 psf b. Ceiling dry wall (5/8") 3.0 psf C. Ceiling insulation. 1.0 psf --------------- TOTAL CEILING DL= 8.0 psf LATERAL FORCE CONSIDERATION: 1- Existing structure is considered to be a conventional construction. A 6'-7" wide bay window and 6' wide sliding door wall opening at grid Line A are considered. It is reasonable to assume the existing wall along grid line A has a 70plf shear capacity 2- Shear wall capacity. The existing braced wall has a total length of 20' less 3' door= 17'. 3- Braced wall shear value = 17' x 70 =1190# 4- The replacement wall must have a shear capacity of 1190# 5- L= length of remaining wall after bay window& sliding door openings 618" 6- The 6-8" wall must have a shear capacity of 1190#/ 6.67'= 178 say 180plf(seismic) 7- Contributory wind load for 6.67' wall = (18psf x 4' x 9' = 648#)/ 6.67' =97 say 100 plf(wind) 8- Note per ASCE 7-10 wind load pressure is 18 psf 2'-0" 4'-5" 7'—7 3'—5 lo 8 A Mir 0) __j CD cyl IA -0 cn 00 C m 6 Cf) Zf C) X 6'-4 7'x--0" 4'-;0" o0) QO DO CA 7, Ll 2'—0d y15'--5" 4 C� C) 2 2 0 8 AWNIN 3 Vil CO V CV I (N)2 —0"X2'-8" (N)2'-0"X2'-8" AWNING AWNI G o C:� WIN ODW �VIND )W m U) �u K 6'-9" 3'-6" 6 4'—0 m C) >Z m CD - TI 17' c -ID X m m Ln � CD T_ F5 M A-000 0 1%. Ln CICOOD Li CD Q Z 0 m LLJI O d Q WZ = Q I O cn 0f— CL-3- S W O 0 Q z X _ X XZ 'd � Z L� N o O� z 00 _ � 1 LiJ ms W U) Z t `lS s►f k 0 W r---� � ' �.'`� �" •4 I � O w� > Uri ZLi o � LJ (j wLi Li 0 k' JCD x LJ { Q_ �u o = o a o ' Z V) r �: >- V) Q Ln mCD Li Z . U X - � - N W ;9J F® R T E MEMBER REPORT Level,Roof:Joist PASSED J !� 1 piece(s) 2 x 6 Douglas Fir-Larch No. 2 @ 24" OC Overall Sloped Length: 10'4 1/8" 0 0 t2 4F t 6'8 1/16" 3' 1 2 3 Ali locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDFj Load.Combination(Pattern) �! system Roof Member Reaction(Ibs) 476 @ 6'8 1/16" 3459(3.50") Passed(14%) 1.0 D+ 1.0 Lr(All Spans) Member Type:Joist Shear(Ibs) 233 @ 6'1 1/16" 1238 Passed(19%) 1.25 1.0 D + 1.0 Lr(All Spans) Building use Residential Moment(Ft-lbs) -282 @ 6'8 1/16" 1060 Passed(27%) 1.25 1.0 D+ 1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(In) 0.030 @ 3'1 5/8" i 0.341 Passed(L,/999+) -- 1.0 D+ 1.0 Lr(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.053 @ 3'1 9/16 0.454 Passed(U999+) LO D+ 1.0 LI Alt Spans) Member Pitch:4/12 • Deflection criteria:LL(L/240)and TL(LJ 180). • Bracing(Lu):All compression edges(top and bottom)must be braced at 10'2 5/16"o/c unless detailed otherwise.Proper attachment and positioning of iateral bracing is required to achieve member stability. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS 2005 methodology. Bearing Length loads to Supparts.(Ibs) 1 Supports Total Available Requlred Dead Roof Total Accessories Live 1-Beveled Plate-OF 3.50" 3.50" 1.50" 89 114 203 Blocking 2-Beveled Plate OF 3.50" 3.50" 1.50" 210 266 476 None 3-Beveled Plate-DF - 3.50" 3.50" 1-50" 6 34/-22 401-22 Blocking -----" --L.. --------- -- • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.l -- -- ---------- Dead- Roof Live I Loads Location Spacing (0.90) (non-snow:1.75) Comments 1-Uniform(PS^) 0 to 9'8 1/16" 24" 15.0 20.0 Roof Member Notes YANG RESIDENCE ALTFRATiON-ROOF RAFTER R1 Weyerhaeuser Notes 5,)sTAINABLE FORESTRY:NI I!ATIVE rWeyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator IOit atP6v cGI�-ratCY ., ., d..t,.s /.J-i �;.1-: L , _2-' vI 7 v -F F ® T® MEMBER REPORT Level, Roof. Flush Beam PASSED R 1 1 piece(s) 3 1/2" x 117/8" 1.55E TimberStrand® LSL Overall Length: 16'7" 0 --- -- -------- 0 _ 1 0 0 All locations are measured from the outside face of left support(or left cantilever end).Al:dimensions are horizontal. - --- - — Design Results Actual @ Lixatlon Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(lbs) 2972 @ 2" 4922(2.25") Passed(60%) 1.0 D+ 1.0 Lr(All Spans) Member Type Flush Beam Shear(lbs) 25_45 @ 1'8 10737 Passed(241/o)___,, 1 Spans) I Budding Use:Residential Moment(Ft-lbs) 11982 @ 8'3� 1/2— 19941 Passed(60%) 1.25, 1.0 D+ 1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) i0.438 @ 8'3 112" 0.813 Passed(L,/445) 1.0 D+ 1.0 Lr(All Spans) Design Metnodology:ASD Total Load Defl.(In) L 0.795 @ 8'3 1/2 1.083 Passed(L,/245) 1.0 D+ 1.0 Lr(All Spans) Member Pitch:0/12 -- --- - - - Deflection criteria:LL(L/240)and TL(L/180). • Bracing(Lu):All compression edges(top and bottom;must be braced at 16'4 t/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral braeng is required to achieve member stability. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Live Roof Total Accessories 1-Stud wall-DF 3,50" 2.25" 1.50" 1350 1658 3008 1 1/4"Rim Board 2-Stud wall-DF 3.50" 2,25" 1.50" 1350 1658 13008 J-1 1/4"Rim Boa,d •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed Tributary Dead Roof Live Loads Location Width (0.90) (ron-snow:1.2S) Comments Gndor^i(PSE) 0 to 16'7" 10' 15.0 20.0 Roof Member Notes YANG RESIDENCE-HEADER 4 1 Weyerhaeuser Notes STAINAfirE FORESTRY NITIATIVE � l Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. I Weyerhaeuser expressly oisdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer Is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. I I The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte SoRwn,u 1,2C 14 _'-11 r'M MEMBER REPORT Level, Roof. Flush Beam PASSED ill F ® RTE 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 Overall Length: 7'3 3/8" + + o --- --- o 6'83/8" i� a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) i System:Roof Member Reaction(lbs) 276 @ 2" 4922(2.25") Passed(6%) 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 203 @ 6'2 5/8" 4856 Passed(4%) — 1.25 1.0 D+ 1.0 Lr(All Spans) Budding Use:Residential Moment(Ft-lbs) 469 @ 3'7 9/16" 5615 Passed(8%) 1.25 1.0 D+1,0 Lr(All Spans) Building Code:IBC i Live Load Def'.(in) 0.006 @ 3'7 3/4" 0.347 Passed(L/999+) -- 1.G D+1.0 Lr(All Spans) Design Methodology;ASD Total Load Defl.(In) 0.011@ 3'7 13/16" 0.463 Passed(L/999+) -1.0 D+1,0 Lr(_AII Spans) Member Pitch:0/12 • Deflection criteria:LL(L/240)and TL(L/180). • Bracing(Lu):All compression edges(top and bottom)must be braced at 7'7/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Roof Total Accessories Live 1-Stud wall-DF 3.50" 2.25" 1.50" 138 145 283 1 1/4"Rim Board -- 2-Stud wall-DF 3.50" 2.25" 1.50" 121 123 I 244 j 1 1/4"Rim Board -- --- - ----- ---- ---L ---- --- - •Rim Board is ass,imed to carry all loads applied directly above it,bypassing the member being designed. Tribytary Dead Roof Live Loads Location Width (0.90) (non-snow:1.25) Comments 1-Uniform(PSP) 0 to 68 3/8'' 2' 15.0 20.0 Roof M-- --- ember Notes - --- - -- YANG RESIDENCE-HEADER#2 Weyerhaeuser Notes jSrAiNAPIE FoRISrR` ivE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Beard,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is cornpatihle with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator to Soft Qpo:a"vr ,Icf N tr - - 4 1' c -'M ;� of MEMBER REPORT Level, Roof.'Flush Beam PASSED ill ® � E 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 Overall Length: 1'2" - o ----- - ------ — v 7„ I� All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual®Location Allowed Result LDF Load:Combination(Pattern) System:Roof Memoer Reaction(lbs) 46 @ 2" 4922(2.25") Passed(10/6) 1.0 D+ 1.0 Lr(All Spans) Member Type Flush Beam Shear(Ibs) 0 @ 1'3/4" 3497 Passed(00/6) 0.90 1.0 D(All Spans) Building Use:Residential Moment(Ft-lbs) 8 @ 7" 5615 Passed(0%) 1.25 1.0 D+ 1.0 Lr(All Spans) Building code:IBC Live Load Defl.(in) 0.000 @ 1 1/4" 0.042 Passed(L/999+) 1.0 D+ LID Lr(All Spans) Design Methodology:ASD Total Load Defl.(In) 0.000 @ 1 1/4" 0.056 Passed(L/999+) 1.0 D+MO Lr(All Spans) Member Pitch:0112 • Deflection criteria:LL(L/240)and TL(L/180). • Bracing(Lu):All compression edges(top and bottom)must be orated at 11 112"o/c unless detailed otherwise.Proper attachment and positioning o`lateral bracing is required to achieve member stability. •Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) —�--- Supports Total Available Required Dead Roof Total Accessories Live 1-Stud wall-DF 3.50" 2.25" 1.50" 26 29 55 1 1/4"Rim Board 2-Stud wall DF 3 50" 2 25" 1.50" 26 i 29 55 1 1/4"Rim Board • Rim Board is assumed to carry,all loads applied directly above it,bypassing the member being designed. Tributary Dead Loads Dation Width (0.90) (non-snow:L25) Comments -Uniform(PSF) 0 to 1'2" T6, - 15.0 1 20.0 Roof Member Notes YANG RESIDENCL-HEADER Y3 Weyerhaeuser Notes (rj)stsrnl HaL,ro es�'P� NnarlvE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. ll Weyerhaeuser expressly disclairns any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards. - - - --1 I The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Fortes itwr.re Oper.trr i -'ctn==-doo-s 3r�I,'l(�"•+'.f_, P'M 1. C. UN o 141 c'S .1. PROJECT: YANG RESIDENCE PAGE CLIENT: POST#1 &2 SUPPORTING HEADER#1 DESIGN BY: armen JOB NO. P1 &P2 DATE: 03 03.2014 REVIEW BY: Wood Post,Wall Stud, or King Stud Design Based on NDS 2012 INPUT DATA DESIGN SUMMARY HEIGHT H= 8 ft USE: 1-4"x 4" DOUGLAS FIR-LARCH No. 1 Effective Length(NDS 3 7) Le,-x= 8 1t,(strong axis bending) Le y-y= 8 ft,(weak axis bending) 1.CHECK VERTICAL LOADS 1,<Fc' 227 psi < 639 ps; [Satisfactory] AXIAL LOAD P,L= 1135 lbs P = 1650 lbs 2 CHECK BENDING LOADS fb<Fn'? Total P= 2.785 lbs 67 psi < 2379 psi [Satisfactory] LATERAL LOAD w- 5 PT 3.CHECK INTERACTION I f- -- — <I F= 0 Ibs,at 0 ft,from bottom ,- Max Section M= 40 ft-lbs,at 4.00 ft from bottom 0 169 < 1 [Satisfactory] Max Section V= 20 �s,at top end SPECIES(1=DFL,2=SP,3=LSL.4=PSL) 1 DOUGLAS FIR-LARCH 4.CHECK SHEAR LOADS f„<F, GRADE(12,3,4,5,or(3) 3 No 1 2 psi < 288 psi [Satisfactory] SECTION 1 pcs,b= 4 in 5 MAXIMUM HORIZONTAL DEFLECTION h= 4 ,n 'A= 002 in,at 400 ft from bottom H If 4429 ) WET l DRY v(1=DRY.2=WET) 1 DRY ANALYSIS COLUMN BASIC DESIGN STRESSES. COMPRFSSIVE STRESS F,= 1500 psi MODULUS OF ELASTICITY E= 1700 ksi - -- BENDING STRESS(X-Axis) Fbx= 1000 psi SHEAR STRESS(X-Axis) F,= 180 psi COLUMN PROPERTIES '- - STANDARD DRESSED SIZE dy= 3 50 in - dx= 350 in AREA A = 12.25 in' SECTION PROPERTIES Abt x Sx= 7.15 ins Ix= 1251 in' -- LENGTH-DEPTH RATIO Le i dy= 274 - - Le.Y-Y dx- 274 ---- ADJUSTMENT FACTORS. FbX F,' F„' E' DURATION INDS 2 3 2) Cp 1.60 1 60 1 60 MODULUS OF ELASTICITY E'm,�= 620 ksi MOISTURE FACTOR CM 1 00 1 00 1.00 1 00 COLUMN PARAMETER c = 0.80 TEMPERATURE FACTOR C, 1.00 1.00 1 00 1 00 BEAM PARAMETER RA= 6.907 <50 INCISING FACTOR Ci 1 00 1.00 1 00 1 00 SIZE FACTOR C: 1.50 1.15 1 00 BUCKLING VALUES FLAT USE FACTOR Cf„ F.E = 677 psi FbE= 15595 psi COLUMN STABILITY Cp 0 231 Fes'= 2760 psi Fb = 2400 psi REPETITIVE(1 15 or 1 O; Cr 100 BEAM STABILITY Cr 0.99 ADJUS-ED PROPERTIES MODULUS OF ELASTICITY E'= 1700 ksi AXIAL STRESS Fc' - 639 psi BENDING STRESS(X-Axis) Fbx'= 2379 Ps SHEAR STRESS Fv'= 288 psi ACTUAL STRESSES, AXIAL STRESS f� = 2273 psi SHEAR STRESS f, = 2 psi BENDING STRESSES fbx= 672 psi '()c ILI t,'� PROJECT. YANG RESIDENCE PAGE : �%VXI CLIENT i check exist fnd under new post at grid line A DESIGN BY: Armen JOB NO DATE : 03 24 2014 REVIEW BY Footing Design for Stud Bearing Wall Based on 2012 IBC I ACI 318-11 INPUT DATA&DESIGN SUMMARY FOOTING SIZE A = 12 n B = 8 in C = 12 in D = 8 in E = 2 in P FOOTING CONCRETE STRENGTH f" 25 ksi D AXIAL DEAD LOAD(per linear foot) P,� = 0 38 kift AXIAL LIVE LOAD(per linear foot) pl = 0.55 K/I LATERAL LOAD(G=WIND 1=SEISMlC) = 0 Wind LATERAL LOAD(per linear foot) PI AT = 0 k/ft,SID (holdown force converted to load per linear foot) SURCHARGE qs = 01 ksf SOIL WEIGHT WS = 011 kcf THE FOOTING DESIGN IS ADEQUATE. ALLOWABLE SOIL PRESSURE Qa = 15 ksf ANALYSIS DESIGN LOADS(IBC 1605 3 2&ACI 318 9.2 1) CASE1 DL,LL P = 093 k/ft 1 2 DL,1 6 LL Pu = 1.34 k/ft CASE DL I LL a 0 6(1 3)VV P = 0.93 k/ft 12 DL+LL+1 OW Pu = 101 k/ft CASE n-,1-11 P = 0 93 k/t, 0 9 DL+1 0 W PU = 0 34 k/ft CHECK SOIL BEARING CAPACITY(ACI 318 15 2 2) Service Loads CASE CASE CASE 3 P 0 93 0.93 0 93 k/ft e 0 0 00 0 0 in from center of footing) qs C ()10 010 0.10 k/ft,(surcharge load) (0.1 5-w,)Area 0 05 0.05 0,05 k I ft,(footing increased)_ 1�P 11 11 11 kift e 0.0 00 0.0 1 n qmax 1.08 1 08 1.08 ksf Qa 1 50 1 50 1 50 ksf Where �1 4 Se� (Satisfactory] < C 6 2(LP) , for e> 3(0,5C'- e 6 DESIGN FOR FLEXURE(ACI 318 22 5.1) 0.1/-,=.111-v 5A0&,--V, 0.850,1' 160 ft-kips ft where 1.0 (ACI 318 8 6 1 06 (AC1318935) L S = e,astic section modulus of section 128 in"/ft (cont'd) FACTORED SOIL PRESSURE Factored Loads CASE 1 CASE 2 CASE 3 i P.� 13 10 0.3 k/R v e.,, 00 0.0 0 0 in(from center of footing) 7 qs C 0.16 0.16 0.16 k i ft,(factored surcharge load) y[o 15AC-(0 15-Ws)IC-D)iA-5)) 0 17 0 17 0.13 k/ft, factored footing&backfill loads) P,u 1 67 1.34 0.63 k/ft eu 0.0 0.0 00 in E 2 0 2.0 2.0 in qu.max 1 67 1 34 0.63 ksf qu,vii_ 1 67 1.34 0.63 ksf qu M,_ 1.67 1.34 063 ksf q„ MR 1 67 1.34 0.63 ksf q;, VR 1 67 1 34 0.63 ksf qu mir, 1 67 1.34 0.63 ksf M,i 0.02 0.01 000 ft-k/ft Mu,7 0.02 0.01 0.00 ft-k 1 ft V1._ 0.00 0.00 0.00 k/ft V„ „ 0.00 0.00 0.00 k/ft Mu ,o, = 0.02 ft-k ft < 0 M [Satisfactory] CHECK FLEXURE SHEAR(ACI 318 22 5.4) a . F- �( ti0 384 k/ft where 0 = 0.6 (ACI 318 9 3 5) V,, .,,,, = 0 00 k/ft < 0 V [Satisfactory] Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: i 4 and then using the"Printing& Title Block"selection Title Block Line 6 General FOOtll1 Fle=C:IPROGRA-ZENERCA-1 Footing ENERCALC,INC.1983 2014,Build 6,14.1.26,Ver:6.14.1.26 0:0rAS-50CIATES Description. YANG RESIDENCE Code References Calculations per ACI 318-08, IBC 2009, CBC 2010, ASCE 7-05 Load Combinations Used : IBC 2012 General Information Material Properties Soil Design Values f'c:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0.90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.0 ft Min Steel%Bending Reinf. = Allowable pressure increase per foot of deptl= 0.0 ksf Min Allow%Temp Remf. = 0.00180 when footing base is below = 0.0 ft Min.Overturning Safety Factor = 1.0 : 1 Min Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept= 0.0 ksf Use ftg wt for stability,moments&shea,s i Yes when maximum length or width is greater# 0.0 ft Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability,mom&shear No Dimensions Width parallel to X-X Axis = 2.0 ft Z Length parallel to Z-Z Axis = 2.0 ft Footing Thicknes = 12.0 in I , I Pedestal dimensions... o' x px parallel to X-X Axis = 0.0 in , pz:parallel to Z-Z Axis = 0.0 in Height - 0.0 in m Rebar Centerline to Edge of Concrete.. i at Bottom of`ooting = 3.0 in ( o - - -- - 2' Reinforcing Bars parallel to X-X Axis Number of Bars - 4 Reinforcing Bar Size - # 4 Bars parallel to Z-Z Axis - - [ Number of Bars = 4 ( f t Reinforcing Bar Sizi = # 4 1 t 4-ba Bars 4-C4B- Bandwidth Distribution Check (ACI 15.4.4.2) }k Direction Requiring Closer Separation n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P Column Load = 1 135 1.650 0.0 0.0 0.0 0.0 0.0 k OB Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf M-xx - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft M-zz = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft V-x = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k V-z = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the"Settings"menu item Project Descr: $ and then using the"Printing& Title Block"selection. Title Block Line 6 _ ;• General Footing Fie CIPROGRA-2lENERCA-1 ENERCALC,INC 1983-2014,Budd 6.14,1.26,Ver6.14.1 26 KW-0$001%2 Licerill • Description: YANG RESIDENCE DESIGN SUMMARY Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2859 Soil Bearing 0.4288 ksf 1.50 ksf +D+L+H about Z-Z axis PASS nla Overturning-X-X 0.0 k-ft 0.0 k-ft No Overturning PASS nla Overturn'ng-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS nla Sliding-X-X 00 k 0.0 k No Sliding PASS nla Sliding-Z-Z 0.0 k 0.0 k No Sliding PASS nla Uplift 0.0 k 0.0 k No Uplift PASS 003825 Z Flexure(+X) 0.5873 k-ft 15.353 k-ft +1.20D+1.60Lr+0.50L+1.60H PASS 0.03825 Z Flexure(-X) 0.5873 k-ft 15.353 k-ft +1.20D+1.60Lr+0.50L+1.60H PASS 0.03825 X Flexure(+Z) 0.5873 k-ft 15,353 k-ft +1.20D+1 60Lr+0.50L+1,60H PASS 0.03825 X Flexure(-Z) 0.5873 k-fl 15.353 k-ft +1.20D+1.601_r+0.501_+1.60H PASS 0.03383 1-way Shear(+X) 2.538 psi 75.0 psi +1.20D+1.601_r+0.501_+1.60H PASS 0.03867 1-way Shear(-X) 2.90 psi 75.0 psi +1.20D,-1.60Lr+0 501_+1 60H PASS 003383 1-way Shear(+Z) 2.538 psi 750 psi +1,20D+1 60Lr+0.50L+1.60H PASS 003867 1-way Shear(-Z) 2.90 psi 75.0 psi +1.20D+1 601_r+0 50L+1.60H PASS 0.08367 2-way Punching 12.551 psi 150.0 psi +1.20D+1.601_r+0.501_+1.60H Detailed Results Soil Bearing Rotation Axis& Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z -X -X Ratio Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment __Stability Ratio Status _ Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Mu Which Tension As Re 'd Gvrn.As Actual As Phi'Mn Flexure Axis&Load Combination Status k-ft Side? Bot or Top? in^2 n12 n12 k-ft X-X,+1.40D+1.60H 0.3001 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+1.40D+1.60H 03001 -Z Bottom 0.2592 Min Temo% 0.40 15 353 OK X-X.+1,20D+0.50Lr+1.60L+1.60H 03604 +Z Bottom 02592 Min Temo% 0.40 15.353 OK X-X.+1.20D+0.501_r+1.60L+1.60H 0.3604 -Z Bottom 02592 Min Temo% 0.40 15.353 OK X-X +1.20D+1.60L+0.50S+1.60H 0.2573 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+1.20D+1.60L+0.50S+1.o0H 0.2573 -Z Bottom 0.2592 Min Temo% 0.40 15 353 OK X-X,+1.20D+1 60Lr+0.50L+1 60H 05873 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+1.20D+1.601_r+0.501_+1.60H 0.5873 -Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X.+120D+1.6OLr+0.50W+1,60H 0.5873 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X.+1.20D+1 60Lr+0,50W+1.60H 0.5873 -Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+1,20D+0,50L+1.60S+1.60H 02573 +Z Bottom 0.2592 Min Temo% 040 15.353 OK X X.+1.20D+0.50L+1.60S+1.60H 0.2573 -Z Bottom 0.2592 Min Temo% 040 15.353 OK X-X,+120D+1.60S+0.50W+1 60H 0.2573 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X.+1.20D+1.60S+0.50W+1.60H 0.2573 -Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+1.20D+0.501_r+0.501_+W+1.60H 0.3604 +Z Bottom 0.2592 Min Temo% 0.40 15 353 OK X-X.+1,20D+0 50Lr+0.50L+W+1.60H 0.3604 -Z Bottom 02592 Min Temo% 0.40 15.353 OK X-X.+1 20D+0.50L+0.50S+W+1.60H 0.2573 +Z Bottom 02592 Min Temo% 0.40 15.353 OK X-X.+1.20D+0.50L+0.50S+W+1.60H 0.2573 -Z Bottom 0.2592 Min Temo% 0.40 15-353 OK X-X,+1 20D+0.50L+0.70S+E+1.60H 0,2573 +Z Bottom 0,2592 Min Temo% 0.40 15.353 OK X-X.+1.20D+0.50L+0,70S+E+1 60H 02573 -Z Bottom 0.2592 Min Temo% 0.40 15 353 OK X-X.+0.90D+W+0.90H 0.1929 +Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X,+0.90D+W+0.90H 0.1929 -Z Bottom 0.2592 Min Temo% 0.40 15.353 OK X-X.+0.90D+E+0.90H 0.1929 +Z Bottom 0.2592 Min Temo% 040 15.353 OK X-X.+0.90D+E+0.90H 0.1929 Z Bottom 0.2592 Min Temo% 0.40 15.353 OK Z-Z.+1,40D-1,60H 03001 -X Bottom 0.2592 Min:Temo% 0.40 15 353 OK Title Block Line 1 Project Title: You can change this area Engineer: Proiect ID: using the"Settings"menu item Project Descr and then using the"Printing& Title Block'selection Title Biock Line 6 61-e-=CAPROGRA-21ENERCA-1 I 6i General Footing ENERCALC,INC.1983-2014,Buidd:6.14.1.26,Ver:6.14.1.26 r.0rASSOCIATES I Description: YANG RESIDENCE Z-Z.+1 40D+1 60H 03001 +X Bottom 0.2592 Min Temo% 0.40 15.353 OK Z-Z.+1.20D+0.50Lr+1 60L+1 60H 03604 -X Bottom 0.2592 Min Temo% 040 15 353 OK Z-Z,+1.20D+0 50Lr+1.60L+1 60H 0,3604 +X Bottom 0.2592 Min Temo% 040 15.353 OK Title Block Line 1 Project Title: You can change this area Engineer: Prolect ID: using the"Settings"menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 g -- - - _-- - - - -- ~- u I P V L ENERCALC,INC.1983-2014,B General FOOtlll ROGRA-21ENERCA-1 6.14,1.26,Vec6.14.1.26 r.rr777777777- • M• CIATES Description YANG RESIDENCE Footing Flexure Mu Which Tension @ As Req'd Gvrn.As Actual As Phi`Mn Flexure Axis 8 Load Combination Status k-ft Side? Bot or Top? in^2 in^2 in^2 k-ft Z-Z +1.20D+1.60L+0.50S+1.60H 0.2573 -X Bottom 0.2592 Min Temo% 0.40 15.353 OK Z-Z.+1.20D+1 60L+0.50S+1.60H 0.2573 +X Bottom 0.2592 Min Temo% 0.40 15.353 OK Z-Z,+1.20D+1 60Lr+0.50L-1 60H 0.5873 -X Bottom 02592 Min Temo% 0.40 15.353 OK Z-Z.+1.20D+1.60Lr+0.50L+1 60H 0.5873 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z.+1.200+1 60Lr+0.50W+1.60H 0.5873 -X Bottom 02592 Min Temo% 0.40 15.353 OK Z-Z,+1.20D+1 60Lr+0.50VV+1.60H 0.5873 +X Bottom 0.2592 Min Temn% 0.40 15.353 OK Z-Z,+1.20D+0.50L+1.60S+1.50H 0.2573 -X Bottcm 02592 Min Temo% 0.40 15.353 OK Z-Z.+1.20D+0.501-+1.60S+1.50H 0.2573 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z,+1.20D+1.60S+050W+1 60H 0.2573 -X Bottom 0.2592 Min Temp% 0.40 15.353 OK Z-Z.+1.20D+1.60S+0.50W+1 60H 0.2573 +X Bottom 0.2592 Min Temp% 0.40 15353 OK Z-Z,+120D+0.50Lr+0.50L+W+1.60H 0.3604 -X Bottom 0.2592 Min Temo% 0.40 15 353 OK Z-Z.+1.20D+0.50Lr+0.50L+W+1.60H 0.3604 +X Bottom 0.2592 Min Temo% 0.40 15.353 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.2573 -X Bottom 0.2592 Min Temp% 0.40 15 353 OK Z-Z.+1.20D+0.50L+0.50S+W+1.60H 0.2573 +X Bottom 0.2592 Min Ten-D% 0.40 15 353 OK Z-Z.+1 20D+G.50L+0.70S+E+1.60H 0.2573 -X Bottom 0.2592 Min Temn% 040 15.353 OK Z-Z.+1 20D+0.50L+0.70S+E+1.60H 0.2573 +X Bottom 0.2592 Min Temn% 0.40 15.353 OK Z-Z.+0 90D+W+0.90H 0 1929 -X Bottom 0.2592 Min Temp% C.40 15.353 OK Z-Z.+0 90D+W+0.90H 0.1929 +X Bottom 0.2592 Min Temp% 040 15353 OK Z-Z,+0.90D+E+0.9011 0.1929 -X Bottom 0.2592 Min Temn% 0.40 15.353 OK Z-Z.+0 90D+E-H).90H 0 1929 +X Bottom 0.2592 Min Temp% 0.40 15.353 OK One Way Shear Load Combination... Vu @-X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu 1 Phi*Vn Status 1.40D+1.60H 1.482 psi 1.297 Ds; 1.482 psi 1.297 psi 1.482 Dsi 75 psi 0.01976 OK +120D+0 501-r+1 601-+1 60H 1.78 Dsi 1.557 Ds; 1.78 psi 1.557 psi 1.78 Dsi 75 psi 0.02373 OK +1.20D+1.60L+C.50S+1.60H 1.27 psi 1.112 Ds1r 1.27 psi 1.112 psi 1 27 psi 75 psi 0.01694 OK +1 20D+1.60Lr+050L+1.60H 2.9 psi 2.538 Ds. 2,9 psi 2.538 psi 2.9 psi 75 psi 0.03867 OK +1.20D+1.60Lr+0.50W+1.60H 2.9 psi 2.538 Dsi 2.9 psi 2.538 psi 2.9 DSI 75 psi 0.03867 OK +1.20D+0.50L+1.60S+1.60H 1.27 osi 1.112 os 1.27 Dsi 1.112 psi 1.27 Dsi 75 psi 0.01694 OK +1.20D+1.60S+0.50W+1.60H 1.27 Dsi 1.112 Ds: 127 Dsi 1 112 Dsi 1.27 Dsi 75 Dsi 0.01694 OK +1.20D+0.50Lr+0 50L+W+1.60H 178 Dsi 1.557 Ds- 1.78 Dsi 1.557 psi 1.78 Dsi 75 Dsi 0.02373 OK +1.20D+0.50L+0.50S+W+1.60H 1.27 Dsi 1.112 Dsi 1.27 Dsi 1.112 Dsi 1.27 Dsi 75 Dsi 0.01694 OK +1.20D+0.50L+0.70S+E+1.60H 1.27 Dsi 1.112 Dsi 1.27 Dsi 1.112 Dsi 1.27 Dsi 75 Dsi 0.01694 OK +0.90D+W+0.90H 0.9528 Dsi 0.8337 Dsi 0.9528 psi 0.8337 Dsi 0.9528 Dsi 75 Dsi 00127 OK +0.90D+E+0.90H 0.9528 Dsi 0.8337 Dsi 0.9528 Dsi 0.8337 Dsi 0.9528 Dsi 75 Dsi 00127 OK Punching Shear All units k Load Combination... Vu Phi*Vn Vu!Phi*Vn Status +1.40D+1.60H 6.414 si 150nsi 0.04276 OK +1.20D+0.50Lr+1.60L+1.60H 7 702 Ds; 150usi 0.05135 K +1.20D+1,60L-+-0.50S+l 60H 5.498 os; 150 s. 0.03665 J'< +1.200+1 601-r-+-0.50L+1.60H 12.551 ns; 150po+ 008367 �K +1.20D+1 60Lr+0.50W+1.60H 12.551 -si 150osi 0.08367 OK +1.20D+0.50L+1.60S+1.60H 5.498 osi 150osi 0.03665 OK +1.20D+1 60S-+Q.50W+1.60H 5.498 osi 150os 0.03665 0K +1.20D+0 501-r+0.501-+'N+1.60H 7 702 osi 150Dsi 0.05135 �K +1.20D+0 50L+0.50S+W+1 60H 5.498 Dsi 150nsi 0.03665 �K 1.20D---0.50L+0.70S+E+1.60H 5.498 GSI 15003i 0.03665K +0.90D+W+0.90H 4.123 nsi 150osl 0.02749 OK +0.90D+E+0.90H 4.123 c,si 150051 002749 JK 1. S._-Ukocrai" PROJECT : YANG RESIDENCE PAGE : i v CLIENT: NEW SHEAR WALL AT GRID A DESIGN BY : Armen JOB NO. 1L1=6.67' DATE : 3.13.2014 REVIEW BY Shear Wall Design Based on 2012 IBC 12010 CBC/ NDS 2012 INPUT DATA -- -- LATERAL FORCE ON DIAPHRAGM', vd,a WIND= 100 plf,for wind Mma SEISMIC= 180 plf,for seismic.ASC r GRAVITY LOADS ON THE ROOF: WL= 40 plf,fordead'load -4 J Wer= 50 plTfor live load DIMENSIONS L, = 6.67 ft, h = 9 ft r L = 667 ft, ho= 0 ft PANEL GRADE(0 or 1) = 0 <=Structural f MINIMUM NOMINAL aANHL THICKNESS = 15/32 in COMMON NAIL SIZE(0=6d, 1=8d,2=10d) 1 Sd SPECIFIC GRAVITY OF FRAMING MEMBERS 0.5 . EDGE STUD SECTION 2 pcs,b = 2 in, h = 4 in SPECIES(1 =DFL,2=SP) 1 DOUGLAS FIR-LARCH GRADE(!,2,3 4,5,or6) 4 No.2 STORY OPTION(1=ground level.2=upper level) 1 ground level shear wall THE SHEAR WALL DESIGN IS ADEQUATE. DESIGN SUMMARY BLOCKED 15/32 SHEATHING WITH 8d COMMON NAILS @ 6 in 0. BOUNDARY&ALL EDGES/12 in O C FIELD, 5/8 in DIA x 10 in LONG ANCHOR BOLTS @ 48 in O C HOLD-DOWN FORCES', Tr= 1 35 k TR= 1 35 k (USE HDU2-1/4x2 5 SIMPSON HOLD-DOWN) DRAG S-RUT FORCES F= 0.00 k EDGE STUD 2-2"x 4" DOUGLAS FIR-LARCH No 2,CONTINUOUS FULL HEIGHT SHEAR WALL DEFLECTION = 0 27 in ANALYSIS CHECK MAX SHEAR WALL DIMENSION RATIO L/B = 1 3 < 3.5 [Satisfactory] DETERMINE REQUIRED CAPACITY vb= 180 elf, ( 1 Side Diaphragm Required,the Max. Nail Spacing = 6 in) THE SHEAR CAPACITIES PER IBC Table 2306.3/SDPWS-08 Table 4.3A with ASD reduction factor 2.0) Min. Min, Blocked Nail Spacing Panel Grade Common Penenacon Thickness Boundary&All Edges Nail (m) (m) 6 4 3 2 Structural 8d V2 15/32 280 430 550 730 Note 1.Tne indicated shear numbers have reduced by specific gravity factor per IBC note a 2. Since the wail is blocked,SDPW-08 Table 4 3 3 2 does not apply DETERMINE DRAG STRUT FORCE, F = (L-L..„)MAX(v„a ,,,,,D,0 v-.s-isvrc) = 0 00 k (C2,. = L3 (Sec 1633.2 61) DETERMINE MAX SPACING OF 5/8”DIA ANCHOR BOLT(NOS 2005,Tab.11 E) 5/8 in DIA x 10 in LONG ANCHOR BOLTS @ 48.n O C THE HOLD-DOWN FORCES: V, Wall Seismic Overturning Resisting Safety Net Uplift Holddown (Plf) at mid-story(lbs) Moments(ft-lbs) Moments(ft-lbs) Factors Cps) SIMPSON SEISMIC 180 96 11238 Left 2491 0.9 T = 1349 h n Right 2491 0 9 Ta= 1349 `a+ WIND 100 6003 Left 2491 2/3 T_= 651 Jti Right 2491 2/3 TR= 651 (TL&TE values shculd include upper level UPLIFT forces if applicable) CHECK MAXIMUM SHEAR WALL DEFLECTfON (IBC Section 2305.3!SDPWS-08 4.3.2) N _ +� a•+A;v,,r. +4cr„ / / r/ _ 8vih' +-1,,,h +b.75h��+hd„ = 0 26 in,ASD < EA L,, CI L,. _ fixe aaowabie,.,Sc- 0 386 in Where vb= 180 plf ASD L,v= 7 ft E= 1.7E+06 psi [Satisfactory] (ASCE 7-10 12.8 6) A= 16 50 in- h = 9 ft G= 9.0E+04 psi Co= 4 1= 1 t= 0,298 In e„- 0 000 in d,- 0.15 In (.ASCE 7-10 Tab 12.2-1 &Tab 11 5-1) A,= 0.02 hs, (ASCE 7-10 Tab 12 12-1) CHECK EDGE STUD CAPACITY P,= 1 37 kips,(this value should include upper level DOWNWARD loads if applicable) F.= 1350 psi CD= 1 60 CF= 0 19 A= 105 in` E= 1600 ksi C:= 1.15 F- = 478 psi > f,,- 131 psi [Satisfactory] t a 1 x � POST (E) FLOOR DIAPHRAGM 4 10" X 10" PEDESTAL CB 1 1 i Q 2 TOP OF PAD I I _- 44 DOWELS WITH 343 TIES AS SHOWN L J 00 II. 1 I 6 1V1IN. -- 3 C.L. -- ■ m m Mtn* m no ----- i _ - - Ll --__ - SQ ,ARE-FTG SEE FND SCHEDULE SECTION F9 TYP. INDIVIDUAL SPREAD FTG i� BUILDING ENERGY ANALYSIS REPORT PROJECT: Brookwall Dr Residence 10744 Brookwall Drive Cupertino, CA 95014 Project Designer: VMK Design Group 3777 Stevens Creek Blvd. Suite 420 Santa Clara, CA 95051 408-554-6110 Report Prepared by: Deborah San Luis R08-12-2133 FRI Energy Consultants, LLC 21 N. Harrison Ave. Suite 210 Campbell, CA 95008 408-866-1620 Job Number: 0140164 Date: 3/18/2014 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report.This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft,LLC—www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number:1315 RunCode:2014-03-18T08:29:34 ID:0140164 TABLE OF CONTENTS ! Cover Page 1 i Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Summary 8 j HVAC System Heating and Cooling Loads Summary 11 i i � I I i i i I I 'i I i ! I I I I EnergyPro 5.1 by EnergySoft Job Number: ID:0140164 User Number:1315 _� PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Brookwall Dr Residence ❑ Multi Family m Existing+Addition/Alteration 3/18/2014 Project Address California Energy Climate Zone Total Cond.Floor Area Addition #of Stories 10744 Brookwall Drive Cupertino CA Climate Zone 04 1,504 0 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes El No HERS Measures -- If Yes, A CF-4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features (see Part 2 of 5) Status Floor Wood Framed w/Crawl Space None 1,504 Existing Wall Wood Framed None 1,136 Existing Door Opaque Door None 20 Existing Roof Wood Framed Attic R-19 1,496 Existing FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Front(NM 28.5 0.580 0.65 none none Bug Screen Existing Left(NE) 32.4 0.580 0.65 none none Bug Screen Existing Left(NE) 13.4 0.580 0.65 none none Bug Screen Removed Rear(SE) 53.4 0.530 0.65 none none Bug Screen Existing Pear(SE) 12.0 0.580 0.65 none none Bug Screen Existing Rear(SE) 40.0 0.530 0.65 none none Bug Screen New Rear(SE) 27.5 0.580 0.65 none none Bug Screen New Right(SW) 24.0 0.580 0.65 none none Bug Screen Existing Right(SM 40.0 0.530 0.65 none none Bug Screen Removed Right(SW) 16.2 0.580 0.65 none none Bug Screen New Skylight 8.0 1.300 0.60 none none None New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78%AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic,Ceiling Ins, vented 4.2 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Energ Pro 5.1 by EnergySoft User Number:1315 Run Code:2014-03.18T08:29:34 ID:0140164 Pae 3 of 11 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF-1 R Project Name Building Type ®Single Family ❑Addition Alone Date Brookwall Dr Residence ❑ Multi Family m Existing+Addition/Alteration 3/1 812 0 1 4 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist.These items require special written justification and documentation,and special verification to be used with the performance approach.The enforcement agency determines the adequacy of the justification,and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The HVAC System 78%AFUE does not include a cooling system,field verification is not necessary. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF-4R form for each of the measures listed below for final to be given. Ener Pro 5.1 by Ener Soft User Number:1315 RunCode:2014-03-18T08:29:34 ID:0140164 Page 4 of 11 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Brookwali Dr Residence ❑ Multi Family m Existing+Addition/Alteration 3/18/2014 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV k8tu/ft2 r Space Heating 61.34 62.48 -1.14 Space Cooling 39.90 38.49 1.41 Fans 17.22 16.96 0.26 Domestic Hot Water 22.54 22.54 0.00 Pumps 0.00 0.00 0.00 Totals 141.00 140.47 0.53 Percent Better Than Standard: 0.4% BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (NM 315 deg Ext.Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (NM 234 29 Fuel Available at Site: Natural Gas (NE) 382 32 Raised Floor Area: 1,504 (SE) 392 133 Slab on Grade Area: 0 (sw) 382 40 Average Ceiling Height: 8.0 Roof 1,504 8 Fenestration Average U-Factor: 0.56 TOTAL: 242 Average SHGC: 0.65 Fenestration/CFA Ratio: 16.1 REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company FR/Energy Consultants,LLC ' 182014 Address 21 N.Harrison Ave.Suite 210 Name Deborah San Luis R08-12-2133 City/State/Zip Campbell, CA 95008 Phone 408-866-1620 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets,with the specifications,and with any other calculations submitted with this permit application,and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality,and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company VMK Design Group Address 3777 Stevens Creek Blvd. Suite 420 Name Vadim Melik-Karamov City/State/Zip Santa Clara,CA 95051 Phone 408-554-6110 Signed License# Date Ener Pro 5.1 by Ene Soft User Number.-1315 RunCode:2014-03-18T08:29:34 ID:0140164 Pae 5 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R Project Name Building Type m Single Family ❑Addition Alone Date Brookwall Dr Residence ❑Multi Family m Existing+Addition/Alteration 1311812014 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Floor 1,504 0.097 None'' 0 180 Existing 4.4.1-A1 1ST Floor Wall 186 0.356 None 315 90 Existing 4,3.1-A1 1 ST Floor Door 20 0.500 None 315 90 Existing 4.5.1-A4 1 ST Floor Wall 350 0.356 None 45 90 Existing 4.3.1-A1 1ST Floor Wall 259 0.356 None 135 90 Existing 4.3.1-A1 1ST Floor Wall 342 0.356 None 225 90 Existing 4.3.1-A 1 1 ST Floor Roof 1,496 0.048 R-19 225 18 Existing 4.2.1-A16 1 ST Floor FENESTRATION SURFACE DETAILS ID T e Area U-Factor SHGC2 Azm Status Glazing Type- Location/Comments 1 Window 28.5 0.580 Default 0.65 Default 315 Existing Double Non Metal Clear 1ST Floor 2 Window 32.4 0.580 Default 0.65 Default 45 Existing Double Non Metal Clear 1 ST Floor 3 Window 13.4 0.580 Default 0.65 Default 45 Removed Double Non Metal Clear 1ST Floor 4 Window 53.4 0.530 Default 0.65 Default 135 Existing Double Non Metal Clear Door 1ST Floor 5 Window 12.0 0.580 Default 0.65 Default 135 Existing Double Non Metal Clear 1ST Floor 6 Window 40.0 0.530 Default 0.65 Default 135 New Double Non Metal Clear Door IST Floor 7 Window 15.0 0.580 Default 0.65 Default 135 New Double Non Metal Clear 1 ST Floor 6 Window 12.5 0.580 Default 0.65 Default 135 New Double Non Metal Clear 1 ST Floor 9 Wipdow 24.0 0.580 Default 0.65 Default 225 Existing Double Non Metal Clear 1 ST Floor 10 Window 40.0 0.530 Default 0.65 Default 225 Removed Double Non Metal Clear Door 1 ST Floor 11 VVndow 16.2 0.580 Default 0.65 Default 225 New Double Non Metal Clear 1 ST Floor 12 Skylight 8.0 1.300 Default 0.60 Default 225 New Double Metal Tinted Skylight 1 ST Floor (1) LI-Factor Type: 116-A=Default Table from Standards,NFRC=Labeled Value 2 SHGC Type: 116-B=Default Table from Standards,NFRC=Labeled Value EXTERIOR SHADING DETAILS Window Ove hang Left Fin Right Fin ID Exterior Shade Type SHGC H t Wd Len H t LExt RExt Dist.1 Len H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 a Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Buc Screen 0.76 12 None 1.00 Ener Pro 5.1 by Ener Soft User Number:1315 RunCode:2014-03.18T08:29:34 ID:0140164 Pae 6 of 11 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Project Name Building Type ®Single Family ❑Addition Alone Date Brookwall Dr Residence ❑Multi Family m Existing+Addition/Alteration 3/1812014 BUILDING ZONE INFORMATION Floor Area ft System Name Zone Name New Existing Altered Removed Volume Year Built HVAC System 1 ST Floor 1,504 12,032 1955 Totals 0 1,504 01 01 1 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min.,Eff. Thermostat Type Status HVAC System 1 JCentralFumace 78%AFUE No Cooling 13.0 SEER Setback Existing HVAC DISTRIBUTION Duct Ducts System Name Heating Cooling Duct Location R-Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins,vented 4.2 ❑ Existing Ej WATER HEATING SYSTEMS Ext. Rated Tank Energy Standby Tank Input Cap. Factor Loss or Insul. R- S stem Name Ot . Type Distribution Btuh al or RE Pilot Value Status Standard.Gas 50 gal or Le 1 Small Gas No Pipe Insulation 40,000 50 0.58 n/a n/a Existing MULTI-FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Hot Water Piping Length (ft) o a Pipe Pipe Insul. Control Qty. HP Plenum Outside Buried a— System Name Length Diameter Thick. Ener Pro 5.1 by Ener Soft User Number:1315 RunCode:2014-03-18T08:29:34 ID:0140164 Pae 7 of 11 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF-1 R Project Name Date Brookwall Dr Residence 3/18/2014 NOTE:Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used.More stringent energy measures listed on the Certificate of Compliance(CF-1 R, CF-1 R-ADD,or CF- 1 R-ALT Form)shall supersede the items marked with an asterisk(`)below.This Mandatory Measures Summary shall be incorporated into the permit documents,and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary.Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 116(a)l:Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4:Fenestration products(except field-fabricated windows)have a label listing the certified U-Factor,certified Solar Heat Gain Coefficient SHGC ,and infiltration that meets the requirements of 10-111(a). 117:Exterior doors and windows are weather-stripped;all joints and penetrations are caulked and sealed. 118(a):Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on CF-6R Form. §118(1):The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of§118(1)when the installation of a Cool Roof is specified on the CF-1 R Form. *§1 50 a:Minimum R-19 insulation in wood-frame ceiling orequivalent U-factor. §150(b):Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§1 50 c :Minimum R-13 insulation in wood-frame wall orequivalent LI-factor. *§1 50 d :'Minimum R-13 insulation in raised wood-frame floor orequivalent LI-factor. 150(f):Air retarding wrap is tested, labeled,and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150 :Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1):Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%;water vapor permeance rate is no weater than 2.0 permAnch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A:Masonry or factory-built fireplaces have a closable metal or q lass door covering the entire opening of the firebox. §150(e)1 B:Masonry or factory-built fireplaces have a combustion outside air intake,which is at least six square inches in area and is equipped,with a with a readily accessible,operable,and tight-fitting damper and or a combustion-air control device. §150(e)2:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket,when that indoor air is vented to the outside of the building,are prohibited. Space Conditioning,Water Heating and Plumbing System Measures: §110-§113:HVAC equipment,water heaters,showerheads,faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5:Water heating recirculation loops serving multiple dwelling units and High-Rise residential occupancies meet the air release valve,backflow prevention,pump isolation valve,and recirculation loop connection requirements of§113(c)5. §115:Continuously burning pilot lights are prohibited for natural gas:fan-type central furnaces,household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt),and pool and spa heaters. A150(h):Heating and/or cooling loads are calculated in accordance with ASHRAE,SMACNA or ACCA. 150(i):Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A:Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B:Unfired storage tanks,such as storage tanks or backup tanks for solar water-heating system,or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. §1500)2:First 5 feet of hot and cold water pipes closest to water heater tank,non-recirculating systems,and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §150(j)2:,Cooling system piping (suction,chilled water,or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2:Pipe insulation for steam hydronic heating systems or hot water systems>15 psi,meets the requirements of Standards Table 123-A. 150 50@3A: Insulation is protected from damage,including that due to sunlight,moisture,equipment maintenance,and wind. §1500)3A:Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. §150@4:4:Solar water-heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number:1315 RunCode:20 14-03-1 8 70 8:29:34 ID:0140164 Page 8 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date Brookwaii Dr Residence 311812014 §150(m)1:All air-distribution system ducts and plenums installed,are sealed and insulated to meet the requirements of CMC Sections 601, 602,603,604, 605 and Standard 6-5;supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space.Openings shall be sealed with mastic,tape or other duct-closure system that meets the applicable requirements of UL 181, LIL 181 A,or LIL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch,the combination of mastic and either mesh or tape shall be used §150(m)1:Building cavities,support platforms for air handlers,and plenums defined or constructed with materials other than sealed sheet metal,duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D:Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tae is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8:Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operated dampers. §150(m)9: Insulation shall be protected from damage,including that due to sunlight,moisture,equipment maintenance,and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 1 50 m 10:Flexible ducts cannot have porous inner cores. §150(o):All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in'Low-Rise Residential Buildings.Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a):Any pool or spa heating system shall be certified to have:a thermal efficiency that complies with the Appliance Efficiency Regulations;an on-off switch mounted outside of the heater;a permanent weatherproof plate or card with operating instructions;and shall not use electric resistance heating ora pilot light. §114(b)1:Any pool or spa heating equipment shall be installed with at least 36"of pipe between filter and heater, or dedicated suction and return lines,or built-up connections for future solar heating. 114(b)2:Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water,and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 :Residential pool systems orequipment meet the pump sizing,flow rate, piping,filters,and valve requirements of§150 Residential Lighting Measures: §150(k)1:High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by§150(k)2. 150(k)3:The wattage of permanently installed luminaires shall be determined asspecified by§130(d). §150(k)4:Ballasts for fluorescent tamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §1 50(k)5:.Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high:efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder;OR shall be rated to consume no more than five watts of power as determined by§130(d),and shall not contain a medium screw-base socket. 1 50(k)6:'Lighting integral to exhaust fans,in rooms other than kitchens,shall meet the applicable requirements of§150(k). Al All switching devices and controls shall meet the requirements of§150(k)7. §f 50(k)8:A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50%high efficacy requirement when:all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer,energy management system (EMCS),or a multi-scene programmable control system;and all permanently installed luminaries in garages, laundry rooms,closets greater than 70 square feet,and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9:Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoff User Number:1315 RunCode:2014-03-18T08:29:34 ID:0140164 Page 9 of 11 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3) MF-1 R Project Name Date Brookwall Dr Residence 3/18/2014 §150(k)10:Permanently installed luminaires in bathrooms,attached and detached garages,laundry rooms,closets and utility rooms shall be high efficacy. EXCEPTION 1:Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual-on occupant sensor certified to comply with the applicable requirements of§119. EXCEPTION 2:Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual-on occupancy sensor. §150(k)11:Permanently installed luminaires located in rooms or areas other than in kitchens,bathrooms,garages,laundry rooms, closets,and utility rooms shall be high efficacy luimnaires. EXCEPTION 1:Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of§119,or by a manual- on occupant sensor that complies with the applicable requirements of§119. EXCEPTION 2:Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with§150 k 11. §150(k)12:Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact(IC)by Underwriters Laboratories or other nationally recognized testing/rating laboratory;and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283;and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)13:Luminaires providing outdoor lighting,including lighting for private patios in low-rise residential buildings with four or more dwelling units,entrances,balconies,and porches,which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy.EXCEPTION 1:Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch,a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls:a photocontrol not having an override or bypass switch that disables the photocontrol;OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock;OR an energy management control system(EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2:Outdoor luminaires used to comply with Exceptionl to§150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3:Permanently installed luminaires in or around swimming pool,water features,or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14:Internally illuminated address signs shall comply with Section 148;OR not contain a screw-base socket,and consume no more than five watts of power as determined according to§130(d). §150(k)l5:Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134,and 147.Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134,and 146. §150(k)l 6:Permanently installed lighting in the enclosed,non-dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires.EXCEPTION:Permanently installed low efficacy luminaires shall be allowed provided that the are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoff User Number.,1315 RunCode:2014-03-18T08:29:34 1D:0140164 Page 10 of 11 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date Brookwall Dr Residence 3/18/2014 System Name Floor Area HVAC System 1,504 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG.PEAK Heating S stem CFM Sensible Latent CFM Sensible Output per System 39,358 Total Room Loads 1,209 23,928 1,046 918 34,628 Total Output Btuh 39,358 Return Vented Lighting 0 Output Btuh/s ft 26.2 Return Air Ducts 1,323 2,365 Cooling System Return Fan 0 0 Output per System 0 Ventilation 0 0 0 0 0 Total Output Btuh 0 Supply Fan 0 0 Total Output Tons 0.0 Supply Air Ducts 1,323 2,365 Total Output Btuh/s ft 0.0 Total Output s ft/fon 0.0 TOTAL SYSTEM LOAD 26,575 1,046 39,358 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 78%AFUE 0 0 39,358 Airflow cfm/s tt 0.00 Alrflow cfm/Ton) 0.0 Outside Air % 0.0% Total Adjusted System Output 0 0 39,358 Outside Air cfm/s ft 0.00 (Adjusted for Peak Design conditions) Note:values above given at ARI conditions I TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM HEATING SYSTEM PSYCHROMETRICS(Airstream Temperatures at Time of Heating Peak) 28 OF 66 OF 105 OF 10 Outside Air Ar M 0 cfm Heating Coil ;03 OF ROOM 66 OF 68 OF i a I COOLING SYSTEM PSYCHROMETICS(Airstream Temperatures at Time of Cooling Peak) 88;F38'P 77/62 OF 55/54 OF I Outside Air -4111 0 cfm Cooling Coil 57/54 OF as.s^io - ROOM 17/62 IF 75/62 OF EnergyPro 5.1 by EnergySoft User Number:1315 RunCode:2014-03-18T08:29:34 /D:0140164 Page 11 of 11 S. ,associates ENGINEERS & PLANNERS 145 DL_-�N AVE'[IJF. M DG D •CAMPPELL CA 95008 W,- 5,MC303 3, 40,5)6i6-1 243 • e ma: A wu""' ETAIL EF-1 TYPICAL SECTION THROUGH NEW POST AT EXISTING - -------------------------- FOUNDATION J, O'v i XIANG -` G, & SH A 'N TION ADDITION & RENOVY� 110 0744 BROOKWELI, RIVE Cj_TpFR'I'I.N(0), C - 5014 17 0 03 A. S. Associates ENGINEERS & PLANNERS 145 Dilion Ave.,Bid.D- Campbell,CA 95008 - (408)376-0363 • Fax(408)376-0183 - Email:armensr@sbcglobal.net • wwwarmenenguneers,corr, 2S July 2014 CHIEF BUILDING INSPECTOR, C11 1"Y OF CUPERTINO DEPARTMENT OF COMMUNITY DEVELOPMENT !-a C 10300 TORRE AVE. CUPERTINO, CA. 95014 ...... ...... PROJECT: XIYANG & SHCIIEN �..� GSHL' RENOVATION ADDRESS: 10744 13ROE KWLI-,L DRIVE Cti PERT1 O, CA. 95014 I'ER-MIT 1 400-38 . . .. ..... ..... ....... ............................ ..........................- SUBJECT: STRUCTURAL OBSERVATION: EPDXY RETROFIT OF ANCHOR BOLTS AND HOLDOWN BOLTS Dear Chef, Kliidly be advised that this date we observed installation of epoxy anchor bolts and rioted that alt %WVKli Wel*c dOTIQW1 conformance with the reqLlirCrnents ofthe approved design docurnents <:ffld epoxy comnienctations. Sincerely, , ar Copy to the owner via email R. Com, to V%—,IK- architect vire cirlail Copy to the contractor via email 1)1-o,icct tile REVISION BY VMK GENERAL N OTE SNMAP STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING, L® �AT O BUT NOT LIMITED TO: A. 2013 CALIFORNIA RESIDENTIAL CODE. �� B. 2013 CALIFORNIA BUILDING CODES >.. e *� v R. G. 2013 CALIF ELECTRICAL CODE M ��L z \ D. 2013 CALIFORNIA MECHANICAL CODE E. 2013 CALIFORNIA PLUMBING CODE `\ J F. 20 CALIFORNIA ENE in tGY GODS a 0 31 £i \t '<I 3 \ \eYaQi � � m � Qi G. 2013CALIFORNIA FIRE CODE N 00 >. \ c y 3� .; 3Si�, rl+ t'i1 Fey `/ '^ H.(2012 IBC, 2012 IRC, 2012 UMC, 2012 UPC AND 2011 NEC) u J 1 u, AS AMENDED BY THE STATE OF CALIFORNIA) `` \ \ : C6 00 CY a,� ` \" Ln O U.ON. O U U \ i ` d THE GENERAL CONTRACTOR SHALL CAREFULLY INSPECT ALL a w W. : 1 z: W W EXCAVATION WORK FOR COMPLIANCE TO REQUIREMENTS OF THE '�\ x f s G PREVAILING BUILDING CODE. SHOULD ANY CONDITIONS APPEAR Ii > QUESTIONABLE, SUCH AS: EXCESSIVE DAMPNESS, GRANULAR ' € k 001 �rtr 1 COMPOSITION, SLOUGHING, SOFTNESS OR OTHER DEFECTS, THE 0-4 ~ U GENERAL CONTRACTOR SHALL CONTACT THE ARCHITECT. �z �� i �� tU # — W ,. , ( v U Q , ui ALL INFORMATION PERTAINING TO THE SITE SHALL BE Ac THE 4c a t !'E OWNER'S RESPONSIBILITY. THIS INFORMATION SHALL INCLUDE: x M � ``� ' ~ a \� `�2. ,4 as -,r� .� 6�p ^ Z LEGAL DESCRIPTION, DEED RESTRIGTION5, EASEMENTS, SITE ot SURVEY, TOPOGRAPHIC- SURVEY, POSITION OF EXISTING IMPROVEMENTS, SOILS REPORT, AND ALL RELATED DATA. THESE :` Iru/ a' of — -- — �_ — — — DOCUMENTS HAVE BEEN PREPARED ON THE INFORMATION 4^ F tf t7v `' ro r f PROVIDED TO THE ARCHITECT.IT 15 THE RE5PON51BILITY OF THE GENERAL CONTRACTOR AND Ef ter , �S, C ALL SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS ,r` ., r h4 �V o. .^ U I AND CONDITIONS INDICATED ON THESE DRAWINGS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK. Z Z 5 NO GUARANTEE FOR QUALITY OF CONSTRUCTION 15 IMPLIED BY C� ® THE ARCHITECTURAL DOCUMENTS, AND THE GENERAL N PLANNING DATA0 of (X CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ~ W AREA, OF INTERIOR MODIFICATION I 4 I p ALL CONSTRUCTION DEFICIENCIES. f c� � Ods � W J � THE OWNER 4 CONTRACTOR AGREES TO INDEMNIFY, DEFEND, 4 HOLD APN # 9 < W THE (VMK DESIGN GROUP), HARMLESS FROM AND A � p AGAINST ANY AND ALL CLAIMS, LIABILITIES, SUITS, DEMANDS, �,�08 SQ. T Y �� LOSSES, COSTS, AND EXPENSES, INCLUDING REASONABLE LOT AREA, 513,02'-10_1-IV = U > — — — — — —-- — — — — — — - — — — — -� I ATTORNEY'S FEES AND ALL LEGAL EXPENSES AND FEES ~ > L INCURRED ON APPEAL, AND ALL INTEREST THEREON, ACCRUING OR RESULTING TO ANY AND ALL PERSONS, FIRMS, OR ANY OTHER ZONING= z O I _ LEGAL ENTITY ON ACCOATHAR(5WG OUT OF ANY H PROPERTY OR OGG��NG�- G1ZOU�' �-3/u < � ` I PERSONS, INCLUDING DE Q PERFONS, I EOR NON-PERFORMANCE OF OBLIGATIONS UNDER o<z Y i (E) 55B THIS AGREEMENT, EXCEPT WHERE THE ARCHITECT IS FOUND TO -I YPE O� GONjT1�UGTION: zoa> CN) FIX. SKYLIGI-(T I BE SOLELY LIABLE FOR SUCH DAMAGES OR LOSSES BY A COURT v u�o I o l I OR FORUM OF COMPETENT JURISDICTION. NEW UNIT IS NON �J}=R1NKl-�RD ,� 070 PROPERTI I I f d THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND PROPORTY OVER: PANG / G4-IEN LINE ----� i I I CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY 6INGLE �1,•II�-� THE OWNER OR OTHERS, WITH THE MANUFACTURER OR EXISTING USE I SUPPLIER, PRIOR TO THE START OF RELATED WORK 7 SETi�AGiGS: z ------------------------------------ DO NOT ACCUMULATE TRASH OR DEBRIS ON SITE. PROMPTLY � CZ REMOVE MATERIAL FROM SITE PER LOCAL ORDINANCE. 2 5 a v) 0 II i FRONT- = ® < THESE DRAWINGS ARE, AND SHALL REMAIN, THE PROPERTY OF SIDE 5 THE ARCHITECT. ANY USE OR REPRODUCTION IN WHOLE OR PART T CT SHALL BE REAR i 20 2. II I BY ANYONE WITHOUT PERMISSION OF THE ARCHITECT, _ I I STRICTLY FORBIDDEN. ALL DIMENSIONS IIMENS oTED GIVEN ARE TO FAGS OF STUD UNLESS �I I ILLOWABLE ALL D IMEN51ON5 TAKE PRECEDENCE OVER SCALE. 201-011 VICE D AND fi Afi�KING C (2) TWO GARS (E) 200 AMP SER I (E) 20 At FOUND. IT IS IMPORTANT THAT ALL DELIVERY TIME BE CHEGKE N/A ,I CALIFORNIA ELECTRICAL HOLDS PLACED ON MATERIALS AS REQUIRED TO MEET PARKING {PROPOSED I CONSTRUCTION SCHEDULE. ` �I I __ CODE 2013 CEC II ` (FIELD VERIFY) THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND THEREFORE,MAY NOT 0.45) X (� (0 08 SPECIFICALLY DETAIL OR SPECIFY MATERIALS AND/OR MAX. k3ULD INC AREA: MANUFACTURERS. THE CONTRACTOR SHALL PROVIDE ALL I SAMPLES AND/OR CUTS A5 REQUIRED 70 A5515T OWNER OR HIS EXISTING 4-IOU5E AREA- ------------------------------ 1 AGENT IN MAKING MATERIAL SELECTIONS. / S S� -.-��r3--I� S.l=. �_—____-._ CE) METER CONTRACTOR TO SEAL ALL PENETRATIONS, (E.G. FROM PIPES, (E) F I RST 1=�-'OOR J - DRILLED HOLES, ETC.), BETWEEN FLOORS AND WALLS. (E) GARAGE 4t 2 O 412.00 5.1=. W, j SCRIBE ALL FINISH MILLWORK TO WALLS, PART1710N5, AND CEILINGS. PROVIDE SCRIBE MOULDING AS REQUIRED TO FINISH TOTAL 1,95.00 S- M ALL MILLWORK TO WALLS, PARTITIONS, AND CEILINGS. J PLANS • I SEAL ALL CONTROL JOINTS WHERE EXPOSED TO VIEW. SEALANT CHEF 1�`�' COLOR SHALL MATCH THE COLOR OF 74-1E FINISH MATERIAL. INTEIRIORS AREA PROVIDE WOOD BLOCKING IN ALL STUD WALLS AT MILLWORK TO BE REMODEL 355'0 SF "� / xJ 1 i ��►----- AND SPECIAL ITEM ANCHORING POINTS. M I I IT 15 THE INTENT OF THE DRAWINGS THAT ALL EXPOSED '�ANNI� DEPT.' I I i r_= SURFACES RECEIVE FINISHES AS INDICATED ON THE DRAWINGS ��,s�t�,�^��4( : d d �� `� • /�� T® r UNLESS SPECIFICALLY NOTED OTHERWISE. THE GENERAL ��JJ U �C C��, _7.� 09 CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ��, �® ��_� �is� � COORDINATION of THE COMPLETE FINISH-OUT of THE PROJECT. 0,� ! ® �' __�_____._ ------ LU ! D I � ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED, � �- -( L_———_— _—__ ( NOR ARE NOTED TO REMAIN UNFINISHED, SHALL BE BROUGHT IS DRAWING IND I-- — — - — — — v — — — — — — — — — Q®% G®/� THE ATTENTION OF THE ARCHITECT AND FINISHED PER THE FINISH SCHEDULE GYPSUM BOARD WALLS AND CEILINGS SHALL HAVE A SMOOTH SURFACE ' CUPS TN I Iz�t� PROVIDE USG DUROCK CEMENT BOARD AT ALL AREAS SUBJECT ARG4-41TEGTUiz�4L /� ullc in I� p rtmen. 4 compliance Data tr.'I A ALL GRADED SURFACES AND MATERIALS, WHETHER FILED, EXCAVATED, A-1 Slte Plan, jq , TRANSPORTED OR STOCKPILED, SHALL BE WETTED, PROTECTED OR A-2.0 Existing / Demolition door Plan _ #Y NOT : CONTENTED IN SUCH A MANNER AE TO PRY OR ANY NUISANCE FROM DUST, I ASE THE OWNER AND/OR CONTRACTOR OF THE OR SPILLAGE UPON ADJOINING PROPERTY OR STREETS. A-3.0 Prop05eGI Floor plan General Note �,��* :i.,r�� ,c�� . tl�� 1) APPROVAL 01= THESE PLANS DOS NOT RI=LE EQUIPMENT AND MATERIALS ON THE SITE SHOULD BE USED IN 5UCH A MANNER 4-4.0 Gross ns °A-A, Details ' RESPONSIBILITY FOR CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. AS TO AVOID EXCESSIVE DUST AND NOISE. ROADWAYS ON THE SITE SHALL BE N I IF DURING THE COURSE OF CONSTRUCTION, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR UTILIZED TO PREVENT EXCESSIVE DUST. DIESEL OIL SHALL NOT BE UTILIZED 70 ,q-5_Q� Existinf Elevations IDEPARTURE FROM CITY of CUPER71N0 SPECIFICATIONS of THE APPROVED IMPROVEMENTS PLANS, LUBRICATE EQUIPMENT OR PARTS ON SITE. ,l�,-�j,I Proposed Elevations OF THE OWNER AND ! OR CONTRACTOR ALL CONDITIONS OF APPROVAL SHALL BE POSTED AT THE JOB SITE IN FULL PUBLIC THE CITY of ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE VIEW. CONDITIONS SHALL BE PLACED IN A WEATHERPROOF COVER, AND SHOULD EM-1.0 Electrical Medan jca l Man AND TO SPECIFY THE MANNER IN WHICH THE SAME 15 TO BE COMPLETED, AT THE SOLE EXPENSE INCLUDE THE TELEPHONE NUMBER OF THE DEVELOPER ��— T-24 (E) CONCRETE DRIVEWAY( I DRAINAGE, AND PUBLIC IMPROVEMENTS SECTION: 1.0 –INDEX TO STRLTC'TL�RAI, � ��/ �: 2) CONTACT CITY PUBLIC WORKS AT 1408) -1 11-3104 TO 5CHEDULE INSPECTION OF GRADING, STORM IF REQUIRED: T A FIRE SPRINKLER SYSTEM FOR THE ENTIRE HOUSE SHALL BE DESIGNED AND DWG. NO. T 1T LF rT� 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. INSTALLED ACCORDING TO ALL FIRE CODES AND ORDINANCES BY A LICENSED M�+-1 ADJACENT TO THE WORK 15 LEST ON CLEAN CONDITION. CONTRACTOR IS RESPONSIBLE FOR DUST, SEDIMENT AND TRASH CONTROL AND ENSURING ALL AREAS FIRE SPRINKLER CONTRACTOR A COPY OF THE FIRE SPRINKLER SYSTEM DESIGN — _ -- 4J CONTRA PLANS AND SPEGIFIGATION5 SHALL BE SUBMITTED TO THE FIRE DEPARTMENT �I . k;�T�NfTPIC II I� �t t'tUTw B) CONTRACTOR SHALL REVIEW AND IMPLEMENT AS APPROPRIATE CITY STANDARD DETAIL ro-4 'TREE ' �` 'GENERAL T�l(�` S:T'lC.`. [C:1'T i()h`s t PROTECTION STANDARDS" PRIOR TO ANY WORK OR REMOVING ANY TREES. SITE N O T E S CONTROL BOARD, FOR ANY ACTIVITY WHICH DI5TUR55 THE SOIL. I'LT " 61 MANAGEMENT PRACTICES CBMP'S), A5 REQUIRED BY THE STATE WATER RESOURCES _T TR. IVTT 'C I�T..AN Tit T,TTCiF C`CIf3'\c DETAILS. f Sl I fo) UTILIZE BEST MANAGE E PROVIDE ADEQUATE MEANS FOR COLLECTING AND DIRECTING SUB-SURFACE , �) A WORK SCHEDULE OF GRADING AND EROSION 4 SEDIMENT CONTROL PLAN BY AUGUST 15. WATERS TO THE STREET GUTTER, STORM DRAIN, OR OTHER APPROVED DRAIN NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 18 SYSTEM. f UNDELL51DE R THE SERVICE COMPANIES PROVIDING NATURAL GAS, ELECTRICITY, WATER, CABLE, ;513-3 S�FRUC 1 t.3P,,AL S>C- ONS& DETAILS 5) ALL NEW ELECTRICAL SERVICE (POWER, TELEPHONE, AND ! OR GABLE SERVICE) SHELL BE AND TELEPHONE 5ERvICE SHALL BE CONSULTED ON THE LOCATION AND THE �T3-, FYPICA-1.,>�•T��T UNICY SST G`TTt)NS&I Ff1"11:iT 10477 BROOKWELL DR S) TO INITIATE RELEASE OF BONDS, CONTRACT PUBLIC DEPORTMENT FOR FINAL INSPECTION. SCHEDULING OF THIS WORK, THE SERVICE ENTRANCE AND THE METER LOCATION 10) ALL DOWN SPOUTS RELEASED AT GROUND SURFACE, SHALL BE DIRECTED AWAY FROM BUILDING SHALL BE APPROVED BY THE" VMK DESIGN GROUP' PRIOR TO THEIR INSTALLATION. FOUNDATIONS AND TO LANDSCAPED AREAS (I.E., USING SPLASH BLOCKS OR OTHER MEANS.) ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE STANDARDS W RR C/L OFF STREET '� 12) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, CONTRACTOR SHALL PULL AN of THE CITY. DESCRIPTION O THE ,® OaVK ENCROACHMENT PERMIT FROM THE CITY PUBLIC WORKS DEPARTMENT. DATE 04/03/14 NOT INTERIOR REMODELING: SCALE THE FOLLOWING CODE COMMENT REFLECT A REVIEW OF BUILDING PLANS ONLY. IF SITE-RELATED COMMENTS ARE APPLICABLE 70 THIS PROJECT, THEY WILL BE DRAWN VMK GENERATED BY OTHERS (E.G., TOWN ENGINEERING, PUBLIC WORKS, HEALTH, ETC.) 1. CONVERT TWO �3EDROOMS g� ®� TO MASTER 5EDROOM AND MASTER 5AT1•-IROOM. JOB Yang / C'en BROOKWELL MN 2. NWE �3AYI' UJINDOW. SHEET (E ) SITE P ROOF TRUSSES TO BE DET=ERRED, 3. NEW PATIO DOOR. A— I =1'_0" 4. NREMOVE EXISTING W REE WINDOWS AT PATIO PLDOOR. GE O CE) PATIO DOOR. SCALE 1/10 / 5 E of SH REVISION BY VMK AREA OF R4151= CEILING EMOLITION NOTES 20' 2,._g,. - %- O O Ln CO 0') m O co Lo I. STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING, iLn Li O p SUT NOT LIMITED TO: a� ►x� O O 0 � R ! I 00 00 � N U A. 2013 CALIFORNIA RESIDENTIAL CODE. 5. 2013 CALIFORNIA BUILDING CODES L Q C. 2013 CALIFORNIA ELECTRICAL CODE r) L D. 2013 CALIFORNIA MECHANICAL CODE i I W AI— cn E. 2013 CALIFORNIA PLUMBING CODE ''" I- u F. 2013 CALIFORNIA ENERGY CODE ( Q; O W G. 2013CALIFORNIA FIRE CODE 9�_9�� ,'i W/41 H.(2012 IEC, 2012 IRC, 2012 UMC, 2012 UPC AND 2011 NEC) -- — - AS AME NDED 5Y THE STATE OF CALIFORNIA) IIII �' Z r )ITU U.O.N. II G, REQUIRE`9ENTS 4 DEMOLISH ONLY THOSE AREAS AFFECTED BY THE WORK. 1.1 c� II BEDRM 3 : ' BEDr�M '" 4 I r > 2. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY r VIII I I I O Z DISCREPANCIES THAT MAY AFFECT THE WORK PRIOR TO COMMENCING WORK. III i I I Z 3. CONTRACTOR SHALL INFORM ARCHITECT OF TERMITE DAMAGE, Df2Y ROT, OR OTHER DEFECTS UNCOVERED 5Y DEMOLITION WORK ( i n :2 4. DEMOLITION INCLUDES ALL PLUMBING AND CA51NETfRY REQUIRED TO 5E REMOVED. I 1 ® 00 5. CONTRACTOR SHALL PROVIDE PROPER SHORING OF EXISTING STRUCTURES AS I Z z a REQUIRED PER U.B.G. AND/OR LOCAL CODE PRIOR TO ROOF 4 WALL REMOVAL JLo fte 6. CONTRACTOR SHALL VERIFY WITH PLAN(S) AND FIELD INSPECTION ALL WINDOWS, `""i w DOORS, 4 WALLS TO BE REMOVED. -S° i 'I. CONTRACTOR SHALL FIELD VERIFY EXISTING ELECTRICAL, MECHANICAL ! E W Q to Ni— Lij EQUIPMENT AND REMOVE PLUMBING AS REQUIRED. Imo_. _— — = `�`� A 8. ALL HAZARDOUS MATERIALS MUST 5E DISPOSED OF PER LOCAL, STATE AND R 2'-e" IOL ; wrN FEDERAL_ REGULATIONS. 10'-rte" i I E x = > i o 9. CONTRACTOR SHALL COVER AND PROTECT EXISTING HARDWOOC FLOORS, PLASTER ' WALLS, ETC. THAT ARE TO REMAIN. I 20'-9" a II > a 3: o� Y 10. CONTRACTOR SHALL FIELD REVIEW ALL NEW LANDSCAPED AREAS AND SAVE %n 'n . BEDRM #5oa> EXISTING PLANT5 REQUESTED 5Y OWNER(5)_ o o 11. CONTRACTOR SHALL SAVE ALL FIXTURES (PLUM51NG, 4 ELECTRICAL) REQUESTED f FAMILY 11�' 'ao"z t_: 1 L O 5Y OWNERS. BEDRM #2 ' I1'-0° 12 -� 01 12. CONTRACTOR SHALL REUSE EXISTING WATER LINES 4 SANITARY SEWER LINES t J L/ UE � 9 UNDER EXISTING FLOOR IF AT ALL P05515LE. < 13. CONTRACTOR SHALL PROVIDE THE ARCHITECT A DETAILED OUTLINE OF < �NOZ DEMOLITION PROCEDURES IN WRITING PRIOR TO DEMOLITION WORK. !oLa-5 14. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIALS IN AN APPROPRIATE o <I3_ o -��- MANNER AND IN COMPLIANCE WITH APPLICA5LE REGULATIONS ................ . ... ...... ...... ...._...._ _.. ._._ .... ......._ _._................................ ... .. . . ... _ .. — , 15. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIAL5 OFF SITE UNLESS N I�'-0" � ```„ N j OTHERWISE DIRECTED 5Y OWNERS. i m MS. BEDRM 01 KITCHEN BATH# o DINING E MS. BATHL4 I Nit O �- 0 0 i E i GARAGE �.,.UPERTI J ti Y i 7�yf';a}'g i i 2�E\hLb}1f-f.� Y..,�,J75. U(A)l= �li..JtY C.��_IA` 4. LEGEND -011 fRE1�IOVED WALL ;....... ... (N) WALL ~ E EXISTING DOOR o OizE1"fOVED DOOR ...................... ...... ................... . ... ................................... .... _........ ......... ...... ............. ..........I O NUDE DOOR O EXISTING WINDOW o O OfREI MOVED WINDOW R ONEW WINDOW DATE 04/03/14 se s SCALE 1/4'=1'-0' z DRAIN VMK DEMO EXISTING FLOOR PLAN WIA JOB Yang / 5nv 7 SCALE 1/4 SHEET � A® 2 OF SHEETS REVISION BY LOO" PLAIT NOTES VMK ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING, BUT NOT LIMITED TO: GN-1 A. 2013 CALIFORNIA RESIDENTIAL CODE. B. 2013 CALIFORNIA BUILDING CODES C. 2013 CALIFORNIA ELECTRICAL CODE D. 2013 CALIFORNIA MECHANICAL CODE A-000 E. 2013 CALIFORNIA PLUMBING CODE O O Q F. 2013 CALIFORNIA ENERGY CODE r' LO G. 2013CALIFORNIA FIRE CODE It A-ER G^OSE S O =AV= 19'-1(d" � J O m O H.(2012 IBC, 2012 IRC, 2012 UMC, 2012 UPC AND 2011 NEC) A "I\I"U" G_EAR ' Q; (�' d Y � AS AMENDED BY THE STATE OF CALIFORNIA) STA__ WID-- O= 30" A\D A Ln Ln Lf) Iij U.O.N. "I\i""U" CLEAR:) SPACE �'-�" GN-2 WALL FRAMING: ' W O C= 2� I\ =RO\' I C6 co N Q ALL EXTERIOR WALLS TO BE 2x6 STUDS Q 16' O.C. (U.ON.). ALL OTHER WALLS A\D 5-A__ �E A _OW 3'-A 6 '_g 9'-10" x O O U U AND PARTITIONS TO BE 2x4 STUDS g 16" O.G. _^l5-• (\) _A\DI\G"I\ 3�0' D=EP •- a `r W GN-3 INSULATION (\)3,-� X Ot,-50=_ O EXTERIOR DOORS W ��i4 \OT "ORE "_A\ 1/2 I� > t!i ALL EXTERIOR WALLS TO BE 2x6 STUDS w/ R-19 BATT INSULATION. INTERIOR o AW\I\G �Jf =OIUER --A\ -245 -0_D C-"P.) "�'' W g PARTI" ION WALLS AND/OR EXTERIOR WALLS SURROUNDING TOILETS/BATH- ��\ O.8 3� wl\DO �"�-�- -0 X6 -8" 5_OP= AT EX-48108 _A\DI\G ~' OF -13. INSULATION BELOW ENTIRE FIRST FLOUR e_OWERS TO "AVE A / �' S_ID(\G- - - 5-,A__ \OEXCEED 2io O I-- U ROOMS TO BE A MINIMUMR EXCEPT SLAB ON GRADE TO BE R-IB MINIMUM_ SECOND FLOOR TO BE BOUND ." AREA OF 1,024 50. 1\, A O (_) 24'X18 "I\. ACC-55 z r-, a INSULATED FROM FIRST FLOOR WITH 3-1/2" SOUND ATTENUATION BATT (R-I3) A\ �i\I -�M c_EAR = nN Do �, - A\DER =_OOH Imo- Q �.ORIZO\TA DI"E\TIO\ O= 30 - _ z_ @ (n THROUGHOUT. FIRST AND SECOND FLOOR CEILINGS TO BE BATT OR LOOSE 5" -10° 6' '(" ro'-S" (E) 2 X30 FIBER INSULATED TO R-19. `RA"�=SS -^ . G-'_A55 C "I( GN 4 ALL HEATING, VENTILATING AND AIR CONDITIONING WORK SHALL BE TO S--0W_R \C�05l,RE _______ m I @ U ' N d W=R� AT _IST 3m" O z APPLICABLE CODES TO CALIFORNIA MECHANICAL CODE 2010 EDITION II OF U\0�5-2lcTED z AND THE RECOMMENDED PRACTICES OF ASHRAE AND SMAGNA. Z '=ROVIDE VAVES A\D GN 5 GLUED LAMINATED TIN5ER5 SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED Z S=OWER -FADS �° LINE OF GEII_IN z �9 O GN 6 ALL HARDWOOD FLOORING TO BE INSTALLED IN ACCORDANCE WITH THE '=ER GRC, G.11 10 cv , ® U LATEST NOFMA SPECIFICATIONS AND RECOMMENDATIONS. 0 _3" I BRA E 131 .311 X ' d GN ALL CERAMIC OR STONE TILE WORK TO BE INSTALLED IN ACCORDANCE r i _= Z Q WITH THE LATEST TILE COUNCIL OF AMERICA SPECIFICATIONS AND A r ( � �� __I__ �N) 2X1, t- II ; Z A ~ tIc W C11 STAIR�COi'iMENDATIONS. A-000 �i�� ( FIX SKY)_ CHT � i `' Q , j A-000 � z U SN I RISERS SHALL NOT BE GREATER THAN 1 3/4 I(° )� � � � TILE -�I�- HARDWOOD `� o O THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST BY MORE - W Lli D X `� O A � o THAN 3/8". THE RUN SHALL NOT BE LE55 THAN 10'. THE LARGEST RUN SHALL 1 `' 3� I `= NOT EXCEED THE SMALLEST BY MORE THAN 3/8" CRC SEC. R 3111.E? O �°2 _O SN 2, THE TOP OF THE GUARDS SHALL NOT BE LESS THAN 3'-&" 1N HEIGHT. 0 I 2 0 (N) M§. BEDRM nW > o = c Z �� INTERMEDIATE RAILS SHOULD BE SPACED SO THAT A 4" DIAMETER SPHERE ' = o� O CANNOT PASS THROUGH. CRC SEC. 3212.1 ' U �t 5N 3. THE HAND GRIP PORTION OF ALL STAIR HANDRAILS SHALL NOT BE LE55 THAN 1 -� Q a Z o 1 1/4' m AND NOT GRATER THAT 2" 0 PER CRC SEC. 311.'1.83 ` - m `4 - -- -- - E z<Y -r-'-- ?oar WITH SMOOTH SURFACE WITH NO SHARP CORNERS. - - p <NMO L BATHROOMS -�✓ - _ _�") 6"-B�RS' �`-" - <Irzo L-J�, - 0 w 5_11]1\G-- �A'10 DOOR �o L BN 1. WATER: CLOSETS TO HAVE A MINIMUM CLEAR STALL WIDTH OF 30" AND SHALL BE - rz o L L.R-O- LOW FLASHING TYP ib GALLON MAXIMUM. \\ - " � cn Woos BN 2. SHOl1JER5 TO HAVE A MINIMUM AREA OF 1024 5Q. IN.AND MINIMUM CLEAR HORIZONTAL DIMEN 6 NEW 2 -9° / E _ L>o (MENTION OF 30' ME5URED AT I" ABOVE DRAIN. O � > O Z D PLUMBIN WALL SHOWER DOOR TO BE MINIMUM 22' WIDE. 1®'-5" E I z7 O J g�OZ BN 3. INSTALL TUB WITH FULL MORTAR SET TILE SURROUND. EXTEND TILE SURROUND -_ 2ID -9" o �z 3 DOWN SIDES OF TUB A MINIMUM OF ONE FULL TILE WIDTH. INSTALL SHOWER N a o v <o © ' V)Q - HEAD OVER TUB WHERE SHOWN ON DRAWINGS. E >� ...... --- _BEDRM #5 BN 4. SHOWER WALL SURFACES SHALL BE FINISHED WITH A NONABSORBENT SURFACE SHALL EXTEND O 01 I TO A HEIGHT OF NOT LE55 THAN 6' ( 72) INCHES ABOVE THE FLOOR PER CRC R3072. FAMILY MATERIALS OTHER THAN STRUCTURAL ELEMENTS, USED IN SUCH WALLS 514ALL BE � 11 -0 lo OF A TYPE WHICH 15 NOT ADVERSELY AFFECTED BY MOISTURE, I.E., CEF2AMIC TILE, ( BEDRM E I I / E WATER--RESISTANT GYPSUM, CRC SEC. 2509. O BN 5. WHEN GYPSUM 15 USED AS A BASE FOR TILE OR WALL EI f IN WATER CLOSET COMPARTMENT WALLS, WATER- T YP BACKING BOARD SHALL BE USED, EXCEPT THAT ER O BATH C P ENT5 AND IN AREA SUBJECT crl �5110 CONTINUOUS HIGH HUMIDITY SUCH A UNA5, STEAM ROOMS AND CEILING.t E 5Ay-tE PER CRC SEC. R -1023.8 101-0 GLAZING NO WORK AT THIS AREA ZN 1 ALL GLASS AND GLAZING SHALL COPMPLY WITH U.S. SAFTEY STANDARD16 FOR ARCHITECTURAL GLAZING MATERIALS, AND WITH FEDERAL SPECIFICATIONS. CRC SEC. 3043. ZN 2 ALL ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF 51 5Q. FT. E THE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENTION SHELL BE 24'. I MS. BEDRM Q AND WIDTH DIMENTION SHELL BE 20° m \o/ KITCHEN WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, / \ THEY SHELL HAVE A SILL HEIGHT NOT MORE B TH#2 / DINING ! 3 O THAN 44' ABOVE THE FLOOR. CRC SEC. R 310.1. ZN 3 CONSTRUCTION OF SKYLIGHT GLAZING SYSTEM TO MEET REQUIREMENT5 OF CRC SEG. R 308. 6. t O `v ( � � Q I m �. N7-1 ZN 4 GLASS SHOWER AND TUB ENCLOSURES TO BE TEMPERED GLASS PER CRG SEC. 8308. 4. 5. � Q MS. BATH � Q E ) E VENTILATION VN 1 PROVIDE ONE 5Q. FT. OF VENT AREA FOR EACH 150 SQ. FT. OF UNDERFLOOR O E olu ``: ...... .... AREA TO CONFORM TO CRC SEG. R 408.1. CENTER VENTS UNDER WINDOWS iz ii OR A5 CLOSE TO CORNERS WHERE POSSIBLE. - - VN 2 PROVIDE UNDER ROOF CRO55 VENTILATION AT THE RATE OF 1/180 TH OF THE C=)3'-0'X3'_2 - (E)3'-0"X3'-2" - (-)3 -0 E ATTIC, AREA. CRC SEC. 806.2 AND CMG FOR ATTIC FURNACE. E VN 3 GIRDER ENTERING CONCRETE WALLS SHALL HAVE 1/2' AIR SPACE ON TOPS, E CUPERTING SIDES AND ENDS PER GRC SEC. 317.1 (4) . VN 4 ALL I=LUMBING VENTS TO BE A MINIMUM OF 10' FROM ANY OPERABLE 5KYLIGHTS AS PER CRC SEC. R 303.4.1. Il ACCESS _ I ..-f. 1 �.kfyr AN I PROVIDE 18" (MIN.) BY 24' (MIN.) ACCESS TO ALL FOUNDATION CRAWL SPACES. �r R E VIE`vi! a C:)R C:C)i)!< i:;L;1,;!F' .lA„N.; CRC SEC, 8408.4. LEGEND PROVIDE I ACCESS WITHIN 20' C)F BATHROOM AND KITCHEN PLUMBING. LEGE 1 �T ir"eu;eweq By. _.,.. AN 2 PROVIDE 22' (MIN.) BY 30' (MIN.) ACCESS TO ALL ATTIC SPACES MORE 30 SQFT THKN. WITH 30' CLEAR HEIGHT OR MORE PER CRC SEC. 80"1.1. I GARAGE I ----� �� WALL Z FIRE PROTECTION FP I ALL GARAGE WALLS COMMON WITH THE HOUSE, SHALL BE SEPARATED W/ TH 1/2 GYP. BD CNS WALL GARAGE SIDE. .' CEILING SUPPORTING LIVING AREA ABOVE, TO BE 1-HR. CONSTRUCTION WITH 5/8' TYPE 'X" GYPSUM ^ M) ON GARAGE SIDE. DOORS FROM GARAGE TO HOUSE TO BE E �XISTINC DOOM w BOARD (MINIMUM) a Fri SOLID WOOD 1 3/8" THICK MINIMUM WITH SELF-CLOSING DEVICE PER CRC SEC. R 302.5.1 FEl"IOVD DOOR FP 2 USEABLE SPACE UNDER STAIRS TO BE I-HR. CONSTRUCTION OF 1/2' TYPE 'X° O GYPSUM BOARD (MINIMUM) AT ALL WALLS AND CEILING. 10 FP 3 PROVIDE 6' MINIMUM CLEARANCE ON 511DES AND BACK OF FURNACE. O NUJE DOOR FP 4 INSTALL ZERO CLEARANCE PRE-FAB FIREPLACES AS DIRECTED BY T14E MANUFACTURERS INSTALLATION DIRECTIONS. I FP 5 TOP OF FIREPLACE CHIMNEY TO EXTEND 2 FT. (MIN_) ABOVE ANY ROOFING I I O �XISTINC U1INDOUJ MATE=RIAL WITHIN 10 FEET (MEASURED HORIZONTALLY) OF CHIMNEY. CUMPLY O ARRESTER THAT COMPLIE?ES WITH WITH GRC, SEC. R 1003.9. PROVIDE A SPARK RRE ER O _ ... _ ._.. _ . .. _ _ _ �E1"(OVED WINDOW GRC SEC. 1003.92 AND CARRIES A ICG TESTED ASSEMBLY NUMBER. R FP 6 A SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND ON A - CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR O NEW WINDOW AREA GIVING ACCESS TO BEDROOMS. WHEN BEDROOMS ARE ON THE UPPER LEVEL, THE DETECTOR SHALL BE PLACE=D ON THE CEILING OF THE UPPER SCALE 14 LEVEL, CL05E TO THE STAIRWAY GRC SEC. R 3143. DETECTORS SHALL RECEIVE THEIR PRIMARY s� DATE 03/20/ POWER FROM THE BUILDING WIRING. WIRING SHALL BE PERMANENT ANWITHOUT s DRA�PN A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT z � PROTECTION. EXCEPTIONS: SMOKE DETECTORS MAY BE SOLELY BATTERY PROPOSED PLAN ti MN VMK OPERATED WHEN INSTALLED INTO EXISTING BUILDING± OR IN BUILDINGS WHICH FJOB -1 UNDERGO ALTERATIONS, REPAIRS OR ADDITIONS PER CRC SEC. R 31.4.. 4. 99=15_099 Tang / Shu FP I GEMENT PLASTER, IF ANY, SHALL BE MINIMUM 1/8' THICK (3 COATS) WITH SCALE 1�4 ® SHEET A- 3 WIRE (STUCCO) MESH OVER 2 LAYERS OF GRADE "D' PAPER PER CRC SEC. 703.63. OF SHEETS FP 8. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN DWELLING UNITS FUEL BURNING APPLIANCES ARE INSTALLED AND / OR HAVE ATTACHED GARAGES CF2C SEC. 315.1 REVISION BY VMK 2O ` TI IS.PAIV �I� V �� O A, Exterior Wood: (N) 2X4 'a 2.4" O.C. 1, Fascia trim: Construction Common Redwood S4S, PLUMBING NOTES CONNECTED TO fROOF -- - - -- (E) IX RACH 5E At-1 2, Trellis and Post; Select Redwood S4S, 3, Fence: Construction Grade Redwood ALL MECHANICAL SHALL COMPLY WITH 2013 CMC., CITY (N) 2X/o CONNECT TO FAR 5I 4, Siding Rough Sawn Redwood ORDINANCES, AND TITLE 24 STANDARDS. B, Interior Wood A_L OF (N) CEILING JOIST ® o o ALL PLUMBING SHALL COMPLY WITH 2013 G.P.G., CITY ORDINANCES, ____----- _-_ _____-_ ______ _____ _______-----_____ __-._--_.___ COUPLE 2X4 (E) RAFTER WITS- � 'n 1, Wood base: 3/4'x4' vertical grain Douglas Fir. AND TITLE 24 STANDARDS. � m o 3 WITH (N) 2Xr � � �Lf) y � 2, Hardwood trim beams and caps vertical grain Douglas Fir in size and shapes as 0 COMBUSTION AIR FOR ALL GAS APPLIANCES, CHAPTER -1, C.M.C. LJ 3, Window silts: 3/4'x2' vertical grain Douglas Fir, (N) 5<`i'LIGHT A-L required or shown on drawings, 0 wU o 4, Closet shelving+ 3/4' MDO plywood, FURNACE LOCATION, INSTALLATION AND ACCESS, CHAPTER 9, __.__. (E) /45i�HALT COl 11=05ITION � _t 5, Door and Window frames and casings: 3/4'x4' vertical grain Douglas Fir G.M.G. a S+�INCLS fi`001=INCAU) `y' 6, Wood flooring) 3` Oak strip flooring finish as approved by Owner, (3/4' thick) -_- - - - --- - - a w :D � GAS PIPINC; SHALL NOT BE IMBEDDED IN OR BELOW SLABS. CN) i�,dtY UJINDOI.0 --- -_- - ---- - ��': \ w > U g 7, Wood Doors Two panel masonite, ; w A 1- V) U /� �j '> M I S C E L LA N JLC 0 U S S E C A L T I E S VENTING OF APPLIANCES, CHAPTER E, C.M.C. �`��O;i i � 8'-O° T.0.1=. � � z Q DUCTS SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED IN - � t B, BATH ACCESSORIES _ w 0 t� z ACCORDANCE WITH REQUIREMENTS OF CHAPTER 5, G.M.G. _... .. /\. �__.. - z < 1, Towel bars) Supplied by owner. Locate and install as directed by Architect, VENT TERMINATION PER SECTION 510. C.P.G. SECTIONS 906, CPC (N) HEADEiz �' U 2, Toilet paper holder: Supplied by owner, Locate and install as directed by Architect, (I=) 2 X CE I L.INCA J5T 3, Shower enclosure: Sierrcin/Aglite clear 7/32` tempered glass, franetess shower door �- O CILIN J5T (5 STfizUCTUT�/4L > and watt, chrome finish. Supplied b K & K Shower Door Company, Hayward, WATER HEATERS LOCATED WITHIN BUILDING SHALL HAVE A PP Y P Y Y F01R INFO.) o z DRAIN FROM T 4 P RELIEF VALVE TERMINATED AT EXTERIOR OF = TO 5E Calif orniaI"IO 4, Mirror: 1/4` tempered glass in size on drawing, BUILDING, SECTION 608.5 C.P.C. - z 5, Soap dish: Nutone #HM-1965, Install in shower as directed by Architect, - - - _t r (N) 2X(o CEILING J5 WATER HEATERS SHALL CONFORM TO CHAPTER 5, G.P.G. FSA IN . SHOWER RECEPTORS SHALL COMPLY WITH SECTION 408.E GPC (N) WINDOWCL � • U CONSTRUCTION PROVISIONS OF 2010 CRC CHAPTER 4-8 O INRfizIOTR WA HAS BEEN APPLIED TO THE DESIGN AND STRUCTURAL CALCULATIONS, TO 5E R1y1OYD EXHAUST VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE t-+ w cy PROVIDE CROSS VENTILATION WITH THE NET FREE VENTILATING AREA OF NOT LESS BUILDING AND SHALL BE EQUIPPED WITH BAGKDRAFT DAMPERS, CO THAN 1/150 OF THE AREA OF THE ATTIC, SEC, R806,2 SECTION 504.1 G1"Io Z.C. W � J Q PROVIDE CROSS VENTILATION TO THE UNDERFLOOR AREAS WITH EXTERIOR HVAC SYSTEM A$ SHOWN IS SCHEMATIC ONLY. CONTRACTOR �' (1=) 1„1,4IN FOUNDATION WALL OPENINGS HAVING A NET AREA NOT LESS THAN 1 S,F, FOR EACH SHALL BE RESPONSIBLE FOR SYSTEM DESIGN AND ADEQUACY OF .�L. A 150 S.F. OF UNDERFLOOR AREA, SEC, R 408,1, SAME. CONTRACTOR SHALL SUBMIT DESIGN AND LAYOUT TO ^ - - - - U of== 0- OWNER, OR HIS AGENT. _ > 1�1 w L�, D W 1- - 0 PROVIDE SOLID BLOCKING FOR FLOOR, CEILING, AND ROOF FRAMING IN ACCORDANCE WITH SEC, R 502,7,1 AND R 802,8,1, ALL INSTALLATIONS AND MAINTENANCE OF HEATING, COOLING, Uoff, VENTILATING, AND REFRIGERATION S"STEMS AND/OR CN) INIS�-I C �,4D <o ALL GLAZING SHALL COMPLY WITH CRC SEC, R 308, EQUIPMENT SHALL CONFORM TO THE CURRENT G.M.C. c 0Z<Y ZOd> ALL OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM THE CONTRACTOR SHALL GUARANTEEE, IN WRITING, FOR A PERIOD e (E) 4X GIRDER � _o<�Wo SECTION A A ` Wo WATERPR7OF, CRC SEC, R 703, 8, OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE, THAT ALL I D V) AT -O O.C. rLo WORK INSTALLED SHALL BE FREE FROM DEFECTS IN � WORKMANSHIP AND MATERIALS. IF DURING THIS PERIOD OF ONE SCALE 1/2 ALL CONCEALED SPACES ARE TO BE CONSTRUCTED AS PER CRC SEC, 302,11 AND SEC, R 302,12, K 0 (1) YEAR, ANY SUCH DEFECTS APPEAR, THE CONTRACTOR SHALL, �, <L�= AND DRAT"T STOP REQUIREMENTS), WITHOUT COST TO THE OWNER, REMEDY SUCH DEFECTS. IF THE (E) FLOO5Z 5'1'5TE1 l K `'' CONTRACTOR DEFAULTS ON THIS GUARANTEE, THE OWNER MAY < (noz F. AI N T I N AND FINISHING HAVE SUCH WORK DONE AND HAVE IT CHARGED TO THE v'r CONTRACTOR. 0o <0- a N C,ae`= <a- A, Color Schedule: Color Schedule to be furnished by the Architect, THE GENERAL CONTRACTOR SHALL VERIFY THE SIZES AND B. General: It is the intent of this specification to establish procedure, quality and. number LOCATIONS O#= ALL OPENINGS FOR MECHANICAL AND PLUMBING Unce6cynent FCM of coats, Alt paint coats specified herein are in addition to any prime coat which may already WORK AND THE EQUIPMENT WITH THE SUBCONTRACTORS be on the surface, INVOLVED. THE SUBCONTRACTORS SHALL SUBMIT LAYOUTS AND VE1.UX ECL ECL C. Painting Schedule: EQUIPMENT PROPOSALS TO THE ARCHITECT FOR APPROVAL Seed FeS"'ng F;, 1, Exterior: PRIOR TO INSTALLATION. SAID PROPOSALS TO BE BASED UPON BAsa of DESGN: s eot 'n ng esa^c.t ATTACHED INFORMATION OF MANUFACTURER'S VELUX FCM eL,b g a, Wood: 1 coat exterior alkyd primer, 2 coats flat acrylic latex RECOMMENDATIONS. mounter f'xec s y''g�t A b, Concrete: 1 coat primer/seater, 2 coats flat acrylic B B v �` ALL UNDERGROUND GAS PIPE, TARRED AND WRAPPED. c, Me-tat: 1 coat rust inhibitive primer, 2 coats semi-gloss acrylic ALL UNDERGROUND WATER PIPE, TYPE "L" COPPER. d, Ga(v, Metal: 1 coat gats, primer, 2 coats semi-gloss acrylic A \ PLASTIC (P.V.C.) OR (ABC) MAY BE USED FOR UNDERGROUND SITE LT e, Wood Deck: Thompson's Water Seat DRAINAGE ONLY. CAST IRON AND COPPER SHALL BE USED UNDER iTRUCTURE. VELUX ECL \� - S' F csn'ng �� ;,' .nsu et•on - o cc a ccref.:y f. Stucco 1 coat primer/sea(er, 2 coats flat acrylic ' -e°cers A'1g ,)c w�c°w ALL SHOWERHEADS SHALL HAVE FLOW RESTRICTOR DEVICES 3 u^cercyment ''.�, cs ,eqL.;red pe, coce(s) G.P.M. OR LESS PROVIDE PRESSURE-BALANCED TUB 4 SHOWER ° '` a VELUX ECL ^ecc Fcsn'ng 2, Interior: VALVES ADJUSTED TO 120? MAX. ° cec oetween uqcercylnent ELEVATION a, Gypsum Board: 1 coat primer sealer, 2 coats flat latex = kcce,s o, ,oc '.ng ALL WATER CLOSETS SHALL HAVE MAXIMUM 1.6 GALLON FLUSH MODELS. c `eCL red per cece(s) b, Wood (painted): 1 coat enamel undercoat, 2 coats semi-gloss enamel IT SHALL BE THE SUPPLIER AND/OR INSTALLER TO DEMONSTRATE COMPLIANCE. sy:gnt SECTION A-A Fn'sn rcw ecge of f'n'sn ncte,''c' to c, Wood (stained): 1 coat stain, I coat varnish o,ov'de c no:stu e oc":C ut 'z'ng / ALL NEW, DUCTS, PLENUMS, OR JOINTStcae cr / / sec g n ,c or canes ve secent � �,-�.� r ;- r� �<;. ,-- -., r-; SHALL BE SEALED WITH TAPE PER T-24-1404(DXI). INSULATE d, Metal: 2 coats alkyd semi-gloss DUCTS WITH R-4.1 INSIDE ENVELOPE AND OUTSIDE ENVELOPE. 0,r3 D. All work shall be done by experienced, skilled craftsman. Surface preparation shall be Fn�sn mcte,'c F'n'sn nctc'a Do, cc,r-e- in accordance with the standards of the Painting and Decorating Contractors of America. THERMOSTAT 'TO BE SETBACK TYPE. un°e,;cy e t ` 1 CUPE PROVIDE AIR GAP FITTING FOR DISHWASHER. INSTALL ABOVE teo EGL Ssea g _ 8uildinq Dep ent �d 'TILE SINK RIM. Af:cs�'n < BAS'S OF DES GN: nI Asonc!t VELUX FCM caro + ; PROVIDE NODI-REMOVABLE BACKFLOW PREVENTION DEVICE ON sn nge mounted f'xe sxy'gntP A, Kitchen - Countertop and splash: HOSE 51555. PROVIDE SEWER BACK FLOW DEVICE ON SEWER F'n'sn mcte�'c' - VELUX ECL Festee to cura Win screws 1, Manufacturer: Cold Spring Granite supplied by Owner LATERIAL Stoo fcsnng furn'snec wtn s.<y-gnt �E'V!E 11 O'� "DF_ t,C:iN1PL 0 2, Granite stabs cut to fit in color b Owner GENERAL NOTES Y SECURE WATER HEATER AND FURNACE TO STRUCTURE. t. ince cyme�t to oe fo?ded egc'nst c sees of cu• .�r aPt u ,; 3, Size: as required Snectnl^g Uncercyment !. PROVIDE ASINGLE-CONTROL [ANTI-SCALD) VALVE AT NEW OR Note 1 & 3 3_ cL,o en use°°me-itevE�UX eCom-on�n�s use 4, Accessories: as required y ALTERED STALL SHOWERS AND TUB/SHOWER COMBINATIONS. vent:ot on of ✓FLUX tyge Zoz 216 ocnes ve Lnee^cy nent. B, Bathroom 2 & 4 - Waits and floor: PROVIDE WATER HEATER PRESSURE AND TEMPERATURE RELIEF VALVE ,._ _,..- 1, Manufacturer: American Olean Tile Company TERMINATION i0 OUTSIDE OF BUILDING. (CPC 505.6) opt°° Accessory ..................... .. . ._.... _.._ .... ... ............ 2, Tile: Suedetones in color y Owner PROVIDE CLOTHES DRYER VENT TO OUTSIDE WITH A MAXIMUM LENGTH OF -rcy VELUX Nc*.e Dctc 3, Tlie size: 6' x 6' 14' , EQUIPPED WITH A BACK DAMPED: INCLUDING 90 DEGREE nsu:ct;on -� t ,8 Evens �°nd Rocd Orewn a Jo- Mo 'o Ort-800 c, -- 29649 , n 1 800-88--VEt.GX Checaec by WO Mcg 10 4, Accessories: as required ELBOWS AND MINIMUM DIAMETER OF 4'. (CMG 504.3.) Sxy-Procuct M-gement wwwVELUXLSA.COm orcwng No. C. Family Room - Fireplace hearth and face, and countertop: vepo, bc,r'e, SECTION B-B F'q'sn mete'° FCM-Res'cent c /Com^Terc'c Roof Sect'on (Cct-iec-c Ce• 'ng FCM-02-0. 10 w•tn Asn^cit 1, Manufacturer: Infertile Sn nc es} M--1 7-i's c,cw'ng 's cn :-strurieot of se,v:ce c-c 's 0,ov!cec fo, 'nfo met'onc. use on'y. 2. Tile: MT11 White Carrara ®VELUX is a registered trademark 3, Tile size: Slabs to fit, 4 SKYLIGHT DETAIL D. Baths 1, 3 and Master bath - Watts, floors, countertops and splash: ( (E)2X BL'KING BETWEEN RAFTERS 1, Manufacturer: Marbte supplied by Owner V/CO IOSIO DIE.HOLES 2, Tile Color and pattern as selected by Architect and Owner, W/CORROSION INSECT CT SCREEN VIRElIESH INSECT SCREEN 3, Tile size: 12'x12' PER BAY ROOFING 4. Accessories As required, 2X RAFTER STUCCO FINISH 1946 PEAT oip SEE STRUC DWG. -- 2 LAYER GRADE'D' FLOOR SYSTEM E. Setting BLDG.PAPER 5' SEE STRUCTURAL I'AIR 2X6 1kIt£R 5' 3 PY,SHTWC N)CONC,LANDING a eria s: SPACE( ) GSN,FLASHING Ips 1. Interior floor the and countertops AND caarrER a, Mortar: Latex - Portland cement mortar conforming to ANSI A118,4 - 1978 2• �N �F> m` 1X6 NAILER hA,�" GS,FLASHING -EARTH and organic adhesive A136,1, G.I.FLASHING(E) CLEAT ,I --------TILE RODFING b, Grout: Latex - Portland cement with Hydroment color or approved equal, - OVER 30#UNDERLAYMENT, DOW AT MASTER BEDROOM -ICV WRAP UNWO AYMENT(P SIDEVALL TO TIP OF 1X6 NAILER F, Tile Joints: ROW SYSTEM -- PLYVOGD SHEATHING 1, Countertop, splash and wall tile: 1/16' wide joint �\ (SEE SRUCRURAL FOR D6.) (E)/(N) � V RAFTERS a 24'D.C.W 2, Floor tile: 1/8' wide joint 2x6 LEDGER W/2-16d's U26 HANKERS,SS.D SHT.NTL GUTTER(E) a 16'O.C. 3/8'PLYVDOD SHEATHING G, Ceramic Tile Installation: ANSI and Tile Council of America installation methods as2 X FASCIA follows: D DATE 03/20/14 1, Interior floor tite and countertops: TCA #F113-78 and/or #F142-78, SCALE 1/4'=1'-0' STUCCO FDUSH+3-COAT SYSTEM,7/8'MIN.THICK H. Caulking: Where tite changes, planes, or comes into contact with dissimilar materials, caulk OVER 2 LAYERSTYPE'D'PAPER UNDER STUCCO WHERE DRAWN V 1K with a silicon rubber that is acceptable to the tite manufacturer, OVER PLYVD.SHEATHING(E)AND(N)WEN APPLIED ROOF FLASHINGJOB Yan9 / ShuDETAILS 3 EAVE DETAIL (TYPICAL) Ns 2 1 TRASH HOLD AND LANDING @ HIGH WALL N-= I hS SHEET N.T.S. A- 4 OF SHEETS REVISION BY VMK � T (E) WINDOW TO 5E DE lY�l LI T I O 1 ��T 1 � O T E S - REMOVED O O O p — d- JLn (.0 0') m O Ln Ln Ln — 0-)I. STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING, 5UT NOT LIMITED TO_ 1 LnW O x+ p O d Q A. 2013 CALIFORNIA RESIDENTIAL CODE. ,.7 U U 5 2013 CAL IFORNIA BUILDING CODES a-+ 71 C. 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA MECHANICAL CODE — — E. 2013 CALIFORNIA PLUM5ING CODE A F- U F. 2013 CALIFORNIA ENERGY CODE AREA OF (N) r Q G. 2013CALIFORNIA FIRE CODE ———————- ED Hf 2012 15C, 2012 IRC, 2012 UMC, 2012 UPC AND 2011 NEC) WINDOWQ A5 AMENDED 5Y THE STATE OF CALIFORNIA) I Z � r�r) V) U.O.N. I LL' REQUIREMENTS 8 DEMOLISH ONLY THOSE AREAS AFFECTgE-D 5Y THE WORK. ® � 2. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY O U z_ D15CREPANCIE5 THAT MAY AFFECT THE WORK PRIOR TO COMMENCING WORK. Z 3. CONTRACTOR SHALL INFORM ARCHITECT OF TERMITE DAMAGE, DRY ROT, OR g OTHER DEFECTS UNCOVERED 5Y DEMOLITION WORK. a- 4. DEMOLITION INCLUDES ALL PLUM51NGc AND CA5INETR`r" REQUIRED TO 5E REMOVED. O 5. CONTRACTOR SHALL PROVIDE PROPER SHORING= OF EXISTING STRUCTURES AS Z ® U REQUIRED PER U.S.C. AND/OR LOCAL CODE PRIOR TO ROOF E WALL REMOVAL U 0 ro. CONTRACTOR SHALL VERIFY WITH PLAN(S) AND FIELD INSPECTION ALL WINDOWS, A-000 o-w w DOORS, 4 WALLS TO 5E REMOVED. U co o z -1. CONTRACTOR SHALL FIELD VERIFY EX15TING ELECTRICAL, MECHANICAL W U AND REMOVE EQUIPMENT A PLUMBING AS REQUIRED. A E 5. ALL HAZARDOUS MATERIALS MUST 5E DISPOSED OF PER LOCAL, STATE AND ~ -J FEDERAL REGULATIONS. x L_ 9. CONTRACTOR SHALL COVER AND PROTECT EXISTING HARDWOOD FLOORS, PLASTER < WALLS, ETC. THAT ARE TO REMAIN. -- ASPHALT COMPOSITION >> Q U �� -- ---- --- --- ---- 10. CONTRACTOR SHALL FIELD REVIEW ALL NEW LANDSCAPED AREAS AND SAVE ag�' o SHINGLES ROOFING EXISTING PLANTS REQUESTED 5Y OWNER(5). (n p NOL 11. CONTRACTOR SHALL SAVE ALL FIXTURES (PLUM5ING, 4: ELECTRICAL) REQUESTED <Lz o Q_ L�,.,0 fL �O Z O L L ILCL0— 5Y OWNERS. OE 12. CONTRACTOR SHALL REUSE EXISTING WATER LINES E 16ANITARY SEWER LINES UNDER EXISTING FLOOR IF AT ALL POS515LE. cr `?» 13. CONTRACTOR SHALL PROVIDE THE ARCHITECT A DETAILED OUTLINE OF 'Coz < DEMOLITION PROCEDURES IN WRITING PRIOR TO DEMOLITION WORK. STUCCO FIN15H o '0 Ee c 14. CONTRACTOR SHALL DISPOSE OF ALL DEMOLITION MATERIALS IN AN APPROPRIATE �' o V)N 0 SGC-- MANNER AND IN COMPLIANCE WITH APPLICA5LE REGULATIONS 15. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIALS OFF SITE UNLESS - - ---- r-——————— OTHERWISE DIRECTED 5Y OWNERS. < I II I I AREA OF (N) WALL OPENINGS II I 0 A-000 AREA OF (N) WALL OPENINGS ASPHALT COMP051TION 5HINGsLE5 ROOFING L) iL---> Li --I L--J (E) DOOR TO 5E REMOVED F--1 1 PERTI Building Departion j 4C tki N A-000 DATE 04/03/14 SCALE i/4'=1'-0' DRAB VMK EXISTING ELEVATIONS JOB Yang / 51x, SCALE 1/4 is=1 3_0Is SHEET A® 5 OF SHEETS REVISION BY YMK L (N)STUCCO FINISH MATCH TO (E): A- . (E) BUILDING HIGH O J �T { �T QO M m p PAINTING ANT 1) '1 I �! I S�� Ln O A. Exterior Wood; `n Ln w O i 00 00 ry N ►`� O O tQ H U 1, Fascia trim; Construction Common Redwood S4S, a d d 2, Trellis and Post; Select Redwood S4S, WCn 3, Fence; Construction Grade Redwood 10 -� T'O'P' x z w Q Sidin ; Rou h Sawn Redwood w > 07 99C) w g4, � w B. :anterior Wood; — w Q L Wood base; 3/4'x4' vertical grain Douglas Fir, m _ w Uj z 2, Hardwood trim beans and caps; vertical grain Douglas Fir in size and shapes as m (N) BAY WINDOW K) vai required or shown on drawings, 3, Window sills; 3/4'x2' vertical grain Douglas Fir, . Y_ 4, Closet shelving 3/4' MDO plywood, > 5, Door and Window frames and casings 3/4'x4' vertical grain Douglas Fir p z 6, Wood flooring; 3' Oak strip flooring finish as approved by Owner, (3/4' thick) z 7, Wood Doors; Two panel masonite, z y MAIN FFL. MISCELLANEOUS SPECIALTIES B. BATH ACCESSORIES (N) FINISH GRADE Z o U 1, Towel bars; Supplied by owner, Locate and install as directed by Architect, 0 D 2, Toilet paper holder; Supplied by owner, Locate and install as directed by Architect, �-, � � 3, Shower enclosure; Sierrcin/Aglite clear 7/32' tempered glass, frameless shower door A-000 p z and watt, chrome finish. Supplied by K & K Shower Door Company, Hayward, W O California 4, Mirror; 1/4' tempered glass in size on drawing, A < o 5, Soap dish; Nutone #HM-1965, Install in shower as directed by Architect, F, V 2- C) it R AMINGLLJ (E) ASPHALT COMPOSITION > � CONSTRUCTION PROVISIONS OF 2010 CRC CHAPTER 4-8 SHINGLES ROOFING HAS BEEN APPLIED TO THE DESIGN AND STRUCTURAL CALCULATIONS, Quo (N) 2X4 0Z PROVIDE CROSS VENTILATION WITH THE NET FREE VENTILATING AREA OF NOT LESS FIX 6K''LIGHT Uo<> THAN 1/150 OF THE AREA OF THE ATTIC, SEC, R806,2 (E) BUILDING HIGH p ou on - j � 00 L ;00 Z PROVIDE CROSS VENTILATION TO THE UNDERFLOOR AREAS WITH EXTERIOR �Lo LU 0.0 FOUNDATION WALL OPENINGS HAVING A NET AREA NOT LESS THAN 1 SF, FOR EACH N 000 150 SF, OF UNDERFLOOR AREA, SEC, R 408,1, PROVIDE SOLID BLOCKING FOR FLOOR, CEILING, AND ROOF FRAMING IN — re'-- ACCORDANCE WITH SEC, R 5023,1 AND R 802,81 �7r` ALL GLAZING SHALL COMPLY WITH CRC SEC, R 308, o oCn �� 2 - lm'-6" T.O.P. � !�« ALL OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF, CRC SEC, R 703, 8, ALL CONCEALED SPACES ARE TO BE CONSTRUCTED AS PER CRC SEC, 302,11 AND SEC, R 302,12, AND DRAFT STOP REQUIREMENTS), (N) BAY WINDOLS? PAINTING AND FINISHING (N) BA'T' WINDOW i I A. Color Schedule; Color Schedule to be furnished by the Architect, j B, General; It is the intent of this specification to establish procedure, quality and number ! MAIN FAL. of coats. All paint coats specified herein are in addition to any prime coat which may already — �� _ be on the surface, C. Painting Schedule; 1, Exterior; (N) FINISH GRADE a, Wood; 1 coat exterior atk d river, 2 coats flat acrylic latex SLIDING (N) LANDINGMIN 36" DEEP Y P Y Z OUTSfDE OF EXTERIOR DOORS SLIDING NOT MORE THAN 1/2" b, Concrete; 1 coat primer/seater, 2 coats flat acrylic A-000 D� R LOWER THAN TRESHHOLD (TT-I=.) c. Metal; 1 coat rust inhibitive primer, 2 coats seri-gloss acrylic � A-L d. Galt', Metal; 1 coat gats, primer, 2 coats seri-gloss acrylic (N) STUCCO FINISH MATCH TO (E): 3-COAT 5Y5TEM,7/8 MIN.THICK e. Wood Deck; Thompson's Water Seal AYERS TEPED YPDA PR WITH WEEP 6CREED UNDER REQUIREMENTS LOCATED 4' ABOVE GROUND UNDER f, Stucco 1 coat primer/seater, 2 coats flat acrylic OR 2' ABOVE PAVED 6URFACE5, UNDER STUCCO WERE OVER PLYWD. SHEATHING (TYPJ--7 2, Interior+ (E) BUILDING HIGH a, Gypsum Board; 1 coat primer seater, 2 coats flat latex b, Wood (painted); 1 coat enamel undercoat, 2 coats seri-gloss enamel i C, Wood (stained); 1 coat stain, 1 coat varnish S d, Metal; 2 coats alkyd seri-gloss _ _ S'-0" T.O.P. D, All work shall be done by experienced, skilled craftsr�an, Surface preparation shall be in accordance with the standards of the Painting and Decorating Contractors of America, I _ — �� (N) BAl' WINDOUZ MAIN FFL. CUPERT i 0 (N) FINISH GRADE riu;ldinq Dena t len' 2'-0"X2'-8" A-000 � � :,♦ { AWN IN G WINDOW tvI L u", U - :t:v��::s DATE 04/03/14 SCALE 1/4'=1'-0' PROPOSED ELEVATIONS DRAWN VMK JOB Ya�,g / Shu SCALE 1/4 =1'-0" SHEET A-- 5 . 1 OF SHEETS REVISION BY lIJtCTRICA NOTES D THE CONTRACTOR 15 TO FURNISH AND INSTALL ALL LABOR AND PERMANENTLY INSTALLED LUMINARIES IN BATHROOMS, MATERIALS FOR A COMPLETE INSTALLATION AS SHOWN ON THE GARAGES, LAUNDRY ROOMS DRAWINGS AND SPECIFICATIONS. UTILITY ROOMS SHALL BE HIGH EFFICACY LUMINARIES. THE CONTRACTOR SHALL VI51T THE 51TE PRIOR TO THE SUBMISSION OF HIS BID, VERIFY ALL CONDITIONS THAT WILL ALL 125-VOLT, 15-AND 20-AMPERE RECEPTACLE OUTLETS AFFECT THE PERFORMANCE OF HIS WORK, MAKE ALL NECESSARY SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PEIR CEC 406.11 o O p MEASUREMENTS, AND NOTIFY THE ARCHITECT OF ANY � � > DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL FIELD o o J ALL BRANCH CIRCUITS THAT SUPPLY 120-VOLT, SINGLE PHASE, rn m o CONDITIONS PRIOR TO BIDDING. 15-AND 20 AMPERE OUTLETS INSTALLED IN DWELLING UNIT -zt ct � U7 THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND FAMILY ROOMS,DINING ROOM, LIVING ROOMS, SUNROOMS, � m 0 PAY FOR SAME. RECREATION ROOMS, CLOSETS, HALLWAYS, SLEEPING SPACE, OR SIMILAR ROOMS OR 'n � w o AREAS SHELL BE ARCH-FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTED � o o � o Q ALL MATERIALS SHALL BE NEW WITH THE UNDERWRITER'S PER GEC 210.12 (B) a o o U U ACCEPTANCE LABEL ATTACHED. W w EXTERIOR LIGHTING FIXTURES SHALL BE WEATHER PROTECTED. > < ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 g EDITION OF THE CALIFORNIA ELECTRICAL CODE IC.E.CJ, 0.5.H.A., � w GALIFORNI.A 5TATE SAFETY ORDERS, AND CITY REGULATIONS. MULTI-WIRE CIRCUITS AND SOME LIGHTING CONTROL SYSTEM z t~n U THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE MAY NOT BE SUITABLE WITH F r�' Q r Q OTHER TRADES, REVIEWING AREAS OF POSSIBLE CONFLICT OF THE REQUIRED ARC-FAULT PROTECTION DEVICES. THE CONTRUCTOR Z H a( M z SPACE. SHOULD CONSULT THE ALL LIGHT SWITCHES SHALL BE 120/211V SPECIFICATION GRADE ARG-FAUIT DEVICE MANUFACTURER AND THE LIGHT-CONTROL a • � WITH PLATES. MANUFACTURER FOR TH15 PURPOSE. ALL RECEPTACLES SHALL BE GROUNDING TYPE, SPECIFICATION -� O U Z GRADE, WITH PLATES, MAXIMUM OF FOUR (4) RECEPTACLES PER CIRCUIT. z O ALL WIRE SHALL BE COPPER, #12AWG, TYPE THW, UNLESS a- :�i OTHERWISE: NOTED ON THE PLANS. O LIGHTING FIXTURES SHALL BE WIRED TO CONFORM TO Z GALIFORNL4 STATE ADMINISTRATIVE CODE TITLE 24, AND WITH -0.ymS/IPHc O A MAXIMUM OF 1200 WATTS CONNECTED TO EACH CIRCUIT, 1L�E C I U C L�L L E \of E 1 V D D3 D3 �-, C) THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ®F t � p z DEBRIS FROM THE JOB 5ITE CAUSED BY HIS WORK. PROTECT AND € J CD COVERALL EQUIPMENT DURING CONSTRUCTION TO KEEP SINGLE POLE SWITCH Q MATERIAL FREE FROM SCRATCHES AND BLEMISHES. ;; of Ld 3-WAY SWITCH . ..... II :: 4-WAY SWITCH ^ U THE CONTRACTOR IS TO MAKE ALL NECESSARY SERVICE d r'�i IW— '� n o= ARRANGEMENTS WITH PACIFIC GAS AND ELECTRIC COMPANY, SWITCH W!pIMMER �� i / � _ CABLE TV, AND PACIFIC BELL TELEPHONE COMPANY FOR RC1 DUPLEX OUTLET I _ ELECTRICAL , TV, AND TELEPHONE SERVICES AFFECTED BY THE GROUND FAULT C WORK AND THE CABLE TV SERVICE. THE CONTRACTOR 15 TO (m INTERRUPTER � �/ P a Q ��, I o� INCLUDE ALL SERVICE AND CONNECTION CHARGES REQUIRED IN WATER-PROOF/GROUND A i /� 0z A. ALL AIR DUCTS PENETRATING SEPARATION zoo; FAULT INTERRUPTER A-000 �OO <L�o HIS BID. 1/2 HOT DUPLEX OUTLET WALL OR CEILING BETWEEN GARAGE AND TOSWITGH LIVING AREA SHALL BE 2h GA. MINIMUM. " E THE COMPLETE ELECTRICAL INSTALLATION SHALL BE 220 PERMANENTLY GROUNDED PER SECTION 250 OF THE G.E.G. 220 VOLT OUTLET CRC SEC. R 302.5 2 G i I o a o B. PROVIDE 3' MINIMUM WORKING SPACE ALONG �. _ - -- AND LOCAL REGULATIONS. f }r; o DUPLEX OUTLET(FLOOR) EACH SIDE (WITH A TOTAL OF AT LEAST 12 1 -LR ON BOTH SIDES COMBINED), BACK AND TOP F/L FLUORESCENT BALLASTS SHALL BE HIGH POWER FACTOR, CSM- a► �f ,? .\ ETL LABELED, GLASS "P" "A° SOUND RATED, ENERGY SAVER TYPE, DUPLEX OUTLET(WALL)+33° OF FURNACE. CMG SEG 912.1 IM, _ _ J '` C. HEATING AND COOLING EQUIPMENT C WHICH �A ?Hoz ADVANCE "MARK 111', OR EQUIVALENT UNIVERSAL. DUPLEX OUTLET(WALL)++66' OZ�- O of Fr � GENERATE A GLOW, FLAME, OR SPARK ) "r42::) 0 7�� FLUORESCENT LAMPS SHALL BE ENERGY SAVER TYPE, 34-WATT, � WALL MOUNTED FIXTURE LOCATED IN UTILITY ROOM SHALL SE INSTALLED � � o SUCH THAT THE SOURCE OF IGNITION (S , «_ COLOR Sl-BALL BE WHITE. INCANDESCENT LAMPS SHALL BE Ms/+PHc MS FIXTURES ARE CONTROLLED BY AT L 15 18' ABOVE THE FLOOR GMC 303 F/L/ RATED RATA A MOTION SENSOR WITH INTEGRAL \\� ___ _ RATED 130V. PHOTO CONTROL D. ALL ENVIRONMENTAL AIR DUST SHALL BE A ALL CONDUITS PENETRATING THE ROOF STRUCTURE SHALL BE J WALL MOUNTED FIXTURE MINIMUM OF 3' FEET FROM ANY OPENING INTO FLASHED AND COUNTER-FLASHED WATERTIGHT. FL FLUORESCENT FIXTURE 25 yr THE BUILDING Ci DRYERS, BATH IG RECESSED FIXTURE 4m VT , ,`, RATED ELECTRONIC BALLAST AND AND UTILITY FANS, etc., MUST BE 3' FEET AWAY FROM r �_....... ... ....... ..--.... �+ _... ---.. CLOTHES > Y AIR-TIGHT(AT)FOR SUCH DRYER ER LOA S SHALL 5000 WATTS O ;;,:::::::: D L BE R NAMEPLATE 744 RECEDES LUMINARIES DOORS, WINDOWS, OPENING SKYLIGHT OR .,:,.::, _.... .. .. __ RATING, ARTICLE 410-5, CEG. FRAMES OF RANGES AND CLOTHES SURFACE FIXTURE 40 VT ATTIC VENT). CMG 504.5 M80 DRYERS 514ALL BE GROUNDED, ARTICLE 250.140, C.E.C. PENDANT TT MOUNT FIXTURE 40 V7MOTI � �—+ NSOR FLUORESCENT FIXTURE 25 YT PROVIDE LIGHTING OUTLETS, ARTICLE 210-10, C.E.C. uNDERCABiNET NOTE: f: FLUORESCENT FIXTURE 2! l I ALL EQUIPI`IENT SHALL BE LISTED BY A NATIONALLY 1XTURE 211 , T FOR FUTURE 1. FORCED AIR DUCT LAYOUT DIAGRAMMATIC ONLY. E; S �--- MECH. CONTRACTOR TO VERIFY LAYOUT 4 PIPE SIZING RECOGNIZED TESTING LAB. ❑ r z5 TRAGIC LIGHT 5 CANS LENGTH -OF CANS PRIOR TO INSTAL_ATION. EQUIPMENT SHALL BE INSTALLED TO COMPLY WITH THE TRACK LIGHT MANUFACTURER'S SPECIFICATIONS. AC/DC INTERCONNECTED �I?` `` _` ` SMOKE DETECTOR 1{ e PROVIDE OVERCURRENT PROTECTION FOR BRANCH-CIRCUIT E]e PB BELL PUSH BUTTON BEDRM CONDUCTORS AND EQUIPMENT, ARTICLE 210-20, C.E.C. 1: S ,.. CARBON MONOXIDE ALARM : SUBMIT LOAD CALCULATIONS ON ELECTRICAL SYSTEM. 3 PROVIDE NEW PANEL 200 AMP �� F/kitch 1; EXHI Siler CFM FAN - --_---_ -__--- INTEMITTENT .......... ...................................................... ................... .... ................................... .. ........ • PROVIDE GROUND FAULT INTERRUPTERS FOR ALL NEW F/L EXHAUST FAN min 5fD cfm lrLOU2.LIGHT - --•-• g _� � NO ELECTRICAL / MECHANICAL (TWO SEPARATE SWITCHES) �. BATHROOM, GARAGE, OUTDOOR RECEPTACLES AND Hg HOSE alae WORK AT THIS AREA KITCHEN RECEPTACLES WITHIN (o' OF SINK. ALL APPLIANCES SHALL BE APPROVED BY A RECOGNIZED — GS STUB FOR GAS ` TESTING AGENCY OR WITH UL LABELS. PERMANENTLY INSTALLED LUMINARIES IN BATHROOMS, 2p STUB FOR WATER GARAGES, LAUNDRY ROOMS ALL UNDERGROUND CONDUIT TO BE RIGID. - ,, > , ..........................: PHONE PLUG UTILITY ROOMS SHALL BE NIGH EFFICACY LUMINARIES. �- � "" THE CONTRACTOR SHALL GUARANTEE, IN WRITING, FOR A PERIOD OR ARE CONTROLLED BY AN OCCUPANT OF ONE CU YEAR FROM PATE OF ACCEPTANCE, THAT ALL WORK TV OUTLET SENSOR(S) CERTIFIED TO COMPLY WITH TITLE 24 SECTION 1 -- 1 INSTALLED SHALL BE FREE FROM DEFECTS IN WORKMANSHIP AND T `� Pad THAT DOES NOT MATERIALS. IF DURING THIS PERIOD OF ONE (1) YEAR ANY SUCH ��: E ;~ DEFECTS APPEAR, THE CONTRACTOR SHALL, WITHOUT COST TO — � THERMOSTAT TURN ON AUTOMATICALLY OR HAVE l » _ ._.. ,_.s .. AN ALWAYS ON OPTION. ..C .. �...,ti THE OWNED:, REMEDY SUCH DEFECTS. IF THE CONTRACTOR 1 DEFAULTS ON THIS GUARANTEE, THE OWNER MAY HAVE SUCH FR FLOOR REGISTER WORK DONE AND CHARGED TO THE CONTRACTOR. BAl F1 -- f b [�CR CEILING REGISTER f f ;� 'I PROVIDE DIMMER SWITCHES FOR LIGHTS IN LIVING, DINING, + `'', FAMILY ROOMS, AND MASTER BEDROOM,ENTRY AND WALL MOUNTED REGISTER i� � ,�� `' _ __ �•_- �'"' ___ ENTERTAINMENT RM. i' � `, .� -ui., fi ._ , RA FLOOR RETURN AIR GRILL ELECTRICAL, TELEPHONE, AND CABLE TV SERVICE SHALL BE �� 1 UNDERGROUND FROM STREET TO HOUSE. A MINIMUM OF TWO 20 AMPERE SMALL APPLIANCE CIRCUITS ,•° » r � TOE TOEKI R „ »,m w M� SHALL B PROVIDED FOR THE KITCHEN AND BREAKFAST AREAS. ;I w THE LAUND2Y FACILITIES (WASHER AND DRYER) SHALL HAVE A �RA/C CEILING RETURN AIR GRILL SEPARATE 20 AMPERE CIRCUIT. I REGEPTAC_ES SHALL BE INSTALLED SO THAT NO POINT ALONG r 1 1~ THE FLOOR LINE IN ANY WALL SPACE (S MORE THAN SIX (ho) FEET RA/Wz__.,..•-`` WALL RETURN AIR GRILL HORIZONTALLY FROM AN OUTLET. ANY WALL OVER 24' IN LENGTH SHALL HAVE AN ELECTRICAL SUPPLY AIR DUCT OUTLET. pm 1 PETI n 1 a'EYEs LFIXTURE ! _ i uifdinta C�� f1 P. KITCHEN RECEPTACLES SHALL BE INSTALLED AT EACH COUNTER 7�S , SPACE WIDER THAN 12", AT 4' O.C. ALONG COUNTERTOP AND ' TED WITHIN 24" OF SINK AND RANGE. EXTEND (E) HEATING WATER LINE, EXTEND (N) LINE TO PROVIDE SMOKE DETECTORS PER FIRE CODE, INSTALLED TO DISTRIBUTION BOX ADJACENT DOOR MASTEfi�c BATH. MEET NFPA 14 AND HARD WIRED TO MEET NFPA 10. ALL RESEPTICAL OUTLET IN THE BEDROOMS A5 AFCI COLOR OF ELEC. PLATES SHALL BE VERIFIED WITH ARCHITECT. NOTE: aEE SITE PLAN (A-1) FOR LOCATION OF CEJ ELECTRICAL METER DATE 04/03/14 SCALE 1/4'=1'-0' DRAWN V1„IK p'y /y " JOB( N ) E CJE d/ 1 RI AL MECHANICAL 3/ PLriN SHEET�ss �y E - 1 SCALE 114' =1 —®» OF SHEETS CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF-1 R -PERFOMMANCE CERTIFICATE. Residential (Part 3 of 5) -----------CFAR PERFORMANCE CERTIFICATE, Residential (Part 2 of 5) CF-1 R PERFORMANCE CERTIFICATE. Residential (Part 1 of 5) CF-1 R gle Family 0 Addition Alone Date Project Name fdoJ9 Ty�pe 0 Single Family 13 Addition Alone 7Dwe Frolecl Name BuildingType 0 Single Family OAddition Alone Date Pr6ject N-me Building Type 0 Single Family rl Addition Alone Date ED Multi Fami�y Q Existing+AdtfitlontAlte�nation Brook�vaff Or Residence 0 Mufti Family 0,Existing+Addition)'Alteration Broakwall Or Residence 0 MvftiP mily 13 Sxiisting+Add itbrtiMA-ration 13116A20 14 grookvlalt Dr Residence 0 Multi Family E3 Eyistinq+AddiVin-wMeratlon ;�014 Brookvall Or Residence a/4 812 0 14 311812014 Project Name 11'a Type 0 Sin OPAOUE SURFACE DETAILS ........... ANNUAL ENERGY USE SUMMARY Project Address 0ai"ifornia Emrgy Climate Zone j Total Cond Roor Araa Addi*don 9 of Stories Surface U- Joint Appendix Sfawar<f 7=Posed ma'rgm SPECIAL FEATURES INSPECTION CHECKLIST 10744 Brookvvell Drive Cupettno CA Climate Zone 04 1,504 0 1 I raire A The enforcement agency should pay special altenJon to Vie items specified in th�i checklist These Items require special vidnen actor Callity Exterior[Frame Interior zym Tilt 4 !-ocationcorAmetris 'kB- ' pe Aiea TDV tuift'-Y�) ripal 1,604 om')7 None justification and docurnentallon,arid special verifcation io be usedWlth the performance approach,The enforcennent agency FIELD INSPECTION ENERGY CHECKLIST W EXis6rq 4.4.i-/ki Is T Fbor Watt 186 0.356 Ncre Space Heating 6-1,34 62,48 -1.14 X Exisrrp 4,3.,,-,,11 determines the adequao,of the juslification.and may reject a building or design that otheivAse cornplies based on the adequacy of ----------------I-------------- Pk-Dr 0 Yes F] No HERS Measures -- If Yes, A CF-413 must be provided per Part 2 of 5 of this form, Space Cooling IV the special justil 15 90 Exiet'ng 4.5.1-A4 I S T Ftcr jD= 20 one 39A, 38.49 1,41 icatian and documentation submiited. 0�26 Thefl VAC Sysfem 7,9%.AF()E d6es not ihclvd�,a coo!ng keknfve,ftefion is wneces,,saty, Wall 3550 1 0,350 14�3. -A! Fa n 8 E] Yes 0 No Special Features If Yes, see Part 2 of 5 of this form for details. wait .9 1 a Domestic Hot Water -&54 22,154 0,00 1 135 13 T Rocr 2.15Z W16kist,no ;4,3.1-Al 37Fbpr 0.00 WWI T 34211 40 PLIMPS 0.00 INSULATION Area Special ........... ConStmCtlon TyRe Cavil Features 2251 18lEX"$ti1nL4,, see Part 2 of 5) Status 13 T FIC*,r ty Totals 141M 140.47 9,153 Percent Better Than Standard; 04% Fl�,7 W",d Fremed�vlCra�,d Space None 1,504 Exi'aing Waff Moo Anqn,,ed None 1,136 Elisary ......... BUILDING COMPLIES - NO HERS VERIFICATION REQUIRED Building Front Orientalion: (141�1 315 deg Fenestration Door, opgqlie coor None 20 Ext.Wa'ls,'Roof Wait Area Area Poor Wex>d Franv. d At 9 1,496 i-00 Number of Dwelling Units: 0104 Z34 2P ruel Available at Site: Atarvrei Ga'� 34 1�2 ---------------------- Raised Floor Area: 1,504 392 133 FENESTRATION SURFACE DETAILS 82 lab on Grade Area: 0 (S�V W2 40 -7 ------ ID I Type Area U-Factor' SHnall-, Azm i Stalus Gla?il Average Gailing Height: 8,0 Poor LIQTX,3e Location/Commenis I Imf3dow '16,5 0,580 Defaad 0,6�a celatift 3151 f-'Z&V Fenestration Avexage. U-Factor,. 0,156 TOTNL, -942 .-:� - - FENESTRATION U- Exterior W 32A 0-5-30 D&fzuil 0,65 C01'an 45i0iqVng I S T Roor Averale SH.-GO:- 0,65 1 Orientation Area(ff) Factor SHGC Overhan2 Sidetins Shades Status 3 Window �3.4 0,580 cleraujt 0,63 Tef�uii REMARKS 4 Mndbe-;� 514 0,51`0 -P*fawl 0,6 VC, vat4oft 135- ExT-1-&Tq-'r%MWO 1,10'T 0�ew Dow 1STFWr Ftar)t$MA, 28,5 0�560 0,65 na" noM Sag Screen Ex�sfing 'ottindow 12.0, amo Cefawl 1 0,65� OL4akijs 135 Exisfing Noq'Ile"al 0'eef- ISTFicor Left(Ne 32.4 0�5w 0.8 5 none none sug Screen Iffiriclow 40,0 O�530 Deftif a 6,; ct6uT�- 135 At�!vv 4X='�%e NO,) D= T$TrWr 7 lA"M'dow 16P 0,5800 O&L4t'sf 0�86 Default 13,5 Nvw DIvbi"No"iMetal Clear L aft'(f4--1 13.4 0,560 0,65 nope not"", aug svvoa Removed -...................... -.8 Windavv 12.5 0.5-�O Cefault 0.65 'efauft 135 N&"�v '00ut..'e,Nc'7 Metal r1bor Rear�SE,' 53�4 0.530 0�65 none none sag screen 10 Window 0'6� tsf;vg Douk%left'.-�blatai Clow 40.0 0,5 3 0 oe"'a u J1 0.66 cletaw" 2261 -� HERS REQUIRED VERIFICATION ROW(SE) 12.0 0,$W 0,65 none noll'a sag$crevra ExisbrV =RMwed isi'Fwr it Na.?Adctal clear Rear(SE); .0.0 16.2 0-560 Defwtl 0,66 Vefault ....... ERS Rater. The inspector must racs-ive a .0 ..300 oefaO 'E�'I Afi�w 5mg,"emei-of Tinted Skfliqhf I S T Ffixv 12 Skyjigil� --�i X-F-4......----------------- Items in this seclion requi*field testing andior vedfication by a certilied H' 4 0.530 M5 nane none siiv scree Afew completod C,�:AR form for eaoh of the meas.ures iisiecf.below for final to be pgiven, Rear(SE) 27.5 0,580 0';65 none naM &V Screen New STATEMENT OF COMPLIANCE Right Mwl 24,0 M80 0,65 rJone norw sup scroon Existirg This certificat4r--of complianoa lists the building leaturas arid specifications needed ff0l�SVV) 40�0 a530 0,65 nore- VOM "Rtiq scre'�n (1� LI-F -iv---r T-ypa:--"--1-16�A=Defzult'rab�e fr<m Labeled Value to comply with T'itle-24, Parts 1 theAdministtrafive Regulations and Part 8 the 16.2 0.550 0.65 none none &V Screen New (2' SHG0 LQe: I I S-9�Default TaUe from St Labeled Value E-fficiency Standards of the 0alifornia Code I of Regulations, skyffght 6,0 1.300 0,erj none 'nDM None I&W EXTERIOR SHADING DETAILS Window Ovo hana! Left Fir. Right Fin The dOCUnv,ntafi"on author homby certlfie-,,that the documentation is acciurale and complete. HVAC SYSTEMS ID Exleriex Shade T�qpe SHGG H�l! Wd Len at Y. Heating Min. Eff Coolin2 Min. Elf Thermostat Status ........ i1x77TRE.d. Dist Len Hot Dist Len I Hot I Sug Saeen Documentation Author I CentelFarnac& 78%AFUE 'No coofing 13,0 SECER sclulack Exis�07g 2 FPJ Enwgy Consuftents�LLC Z 4 Suq:3csven Addr,--ss 21M.11wiwo Ave,Suile 210 Nama Dabcrah San LuMs,P06-12-213j 3/18,2014 c) _J_a-M SaMn 0.76 �Kq - 'ap A 9, 20 )ate �Y�§!4t C npbsi'�"C 5�va 40$-866-"02 SiQosd HVAC DISTRIBUTION Duct 6 r3tn scf-een 0,76 7 076 The individual with ovw�-,all design responsibility nereby rqttifies that the Propased building ciesign .reprase-Wied in this set Location Heatin 2 cooling Duct Location R-Value Status 0,76 of construction docurnsrits,is consistent with Vio other compliance forms and,worksheets.witb.,tho specifloatiom.,and HVAC System ozxted Dixted Al&�,Ce)fing frs, oented 4,2 Exisling S ug S aree n 0,76 will,any other caculfalfions submitted with this N- rin-it application,arid moognizes that oompliance, using duct design, to 1.8og Scfftm 0.76, duct sealing,-verification of refrigerant cha:rge,insulation insiallation qually,and�uildinq envelope seali ............................ 11 180C 1----- mg requiro q'304een 0,76 installer testing and cettification and field verification by an apprD'Ved HERS rater, 12 None 1,00 Designer or Owner (per Business Professions Code) WATER HEATING Company Veg 00's"Va Gro��p aty. Type Gallons Mim Eff Distribution Status 31177 Stevetn Cmek Blvd. Svfl-,420 t4ayn,� Vadimh1e.ik-JQrar=, CjJyj,&at0,-?jp Santa Clare,0A 95051 -6110 8igned Uom8e 9 Dai:4 EnerqyRrc-B.'bZ En=fayt W&-Nvmbe-r:13;5 RzrnCade:20f 44348T08,-29!34 0:0740184 paq&t of 11 Enmypf 0 S.I by��2�' Soft Userklunter.'1315 Rot?Ooft,2014-03-16TOS:29�34 ID�040164 PaLe 4 of I I User RynCade!201"XISM&29:34 0,'0140164 PaR2.5 a I I 777YYPtO 5,1 bY EOVn� UWrNU1rbt4'- 131-4 RapCode,-2OU-03-18M8,29.14 iD.0140164 Pag*3 of I MANDATORY MEASURES SUMMARY: Reszldential �Paqe 3 of 3) MF-1 R MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3) MF-1 R MANDATORY MEASURES SUMMARY: Residential �Paae 1 of 3) MF-1 R CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF-1 R Pwj'-�7t Name Date Project Name Date projeol Nme Building Type 7 Date pr<+act Name 12 Sin le Family 171 Addition kone I D"110 BrookK,-afl Dr Residence NI&12014 BrooAvaft Dr Residence 311812014 BraoAvall Dr Residence 3119(2014 0 Muth!Parnily Q E)dsting+AddhioniAlteration 13/16120 14 1 1 Bmok�vafl OrResidence NOTE:Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures lisled, regardless of BUILDING ZONE INFORMATION 150(l<)I0,Permanently installed luminaires in bathrooms,atached and detachad Saragas,laundry rooms,closels and utility rooms A'150(m)1:All air-diMribution system ducts and pie-nums installed,are sealed and insulated to meet 1he requitements of CIVIC Seciions the compliance apptor"oh used.More Stringent anergy measures listed on the Certificato of Compliarr'e,(CF-1 Rz OF-IR-ADD,or CF- shallbe hlqh efficacy, IR-ALT Form)shall supers-3de ft items marked with an asterisk(*)below,TNS Mandatory Measures Summary shall be incorporated Floor Area(ft"l 601,602,43013�604,605 and Standard 6�6-supply-air and rourn-alir ducts and plenums ate,insulated to a rni.,ifrnurn installed level of R- System Name.......... Zone Name New Existing Altered Removed Volume y0a Built EXCEPT!ON 1,PeTrnanently instz�lied low affik-,acy lurninaires shall be allowed provided t:iat they are contfolled by a manual-on into The permit donurneents,and the applicable fealzv'es sh�all be considered by 61 Parties as minimuin oornponent performance CUPERTINO 4,2 or enclosed entirely in condilioned spaoe.Openings,shall be sealed with maslic,Nkoe or other duct-closure system that meets1ie HVAC Sysiarn !STFfbor 1,504 12,032 1955 ocr'uparrt sensor,4�er;ified to comply,,%,ith the appk;able tequ�rernents of�i 10, speci5c-aficns whether they are shovm elsewhere in the documents or in this summary.submit all applicable section-,,of the MF-1 R iN/ 1. , Buildinq aPPlic�blet-equire�lientscUL1,Ql,LIL 18IAzo,. U,"- lei 8 oraerosol sealant thal meets the requirements of UL 7Z3, It masticeor tape i�� Departrnen' EXGC:PPON 2,Parrnanently instal�ed low efficacy in closets 1��ss than 70 square few�ire not requira,0 to be controlled by a usad to seat opAninp -Forlyi with Elans, s greater thian 114 inch,the combnation oi rnastic and eiVicar mesh or tape-shall be use," ------------ rnanual-on oocu2ana sermor. Building Envelope Measures.� ms for air handlers,and plenums def fined or constructed with mater�als;other than sealed Perwanerrtly;:nslafled luminalres located in rooms or areasother ihan in idtolhens,bathrooms garages,laundry rooms, sheet me tal:dual board or flexible duct shall not be usa!-�for conveying conditioned air,euilding, casAlias and support platforms may �116La)V Doors and�Midbvvs between conditioned am�unconditioned spa, _:,es are manufactured to limit ai�leak-age, ciosots,and utility rooms shall be high efficacy lulinnares. EXCEPTION I�Permanently inslalled low efficacy lUminaires sball be contain ducts. Ducts installed in cavitilas and support pimtorms-shall not be cofnpressed to cause reductions in the cross-sectlonal area I 16(a!4'Fenestration poduots iexcept field-fabricated wirldows) have a label Ilsting the certified U-Factor,certffled Solar Heat Gain allowo�-provided theyari.-controfled by efthera dlrn,-ner swili�h Viatcomplies ftii the applicable nNuirements of or by a rnanwil- of the duon"� Coefficien't(SHIG-C),and infi-Irallor,that meels the nuiremenis of 410-111 R PV VV J�i C;0 10 E C,-0 M P L f AN C on occupant sensor tha*.complies with the applicablE�requirempnts of§I 19.E XC EPTION 2�Lighting in detached storags building iess �MC(M)20:Joints arid sea-irns of duct systems and their componentsshalf not be sealed with doth bacli rubbeir adhesive duct tapes than 1020 souate feet Icoxed on a residerlialsitp-is not required to.00 nelV Alith 3150�k�l t 1� §117:Exterior doors and windows are weather-stri22--�d oints and pqnetrations ere caulked and sealed. '41 unless.such tape is used In combination with mastic and draw bands, �,-wir I 50(k)12,Lurninai res ,'ecessed imo insulalad oe-�'Ilngs shall be listed lor zero olearan�-a insulation.contact(IC)by Undemv,iters §I 50(in)7:Exnatisl far,,sr-tams have back dtaft or aoromatic darneefs. J I 18(a,1: Ins ulation sp--ified or installed meels Standards for ins uiating Material. Indicate type and ind tide ron OF-SR Foriii. Laboralaiies or other natonally reccgnized lesting.�'raling and have a label the lumiunaire is airlight with air §I 18(i):The thermal emitlance and solar reflectance values of the 000l roofing material meals tta requirements of I 181,ii Y&�en the �eakage�CM,then 2 0 C`FM at 715 Pascals when tested in aocordance with AS710 E-283,and be sealed with a gasket or oaulk between §I 50(M)8:Gravity venVeling systems serving co-ndlic'ned space have either automatic or readily accessible, manually operated datrpVs, installalion of a Coot Roof is specified on the CF-IF RDim, the luminalrehousing and ceil!P4, §150(m)9 Insulation shall!,*protected Irom damage,inoWdi.,ig that i-I tie to su nlight�moisture,equilarnent main',enarioe,and wind, 1150(a)�Minimum R-19insulation in wDod-frameceiiing oreguivalentU-factor. iOs 150 13:Luminaires providing ouwoor lighting, including light ngfor private pa'ios in lov,�,-rise readential buildings Vkth four or more Celiular foam insulation shalf be proteoted-as above or painted Auith a-,oialinq Iiiat�,watef retardant and provides shielding from solar dmeffirg units,ewra�ces. t)alconies,and porohes,,'v�,hicb are pemanenfly mounleO to a residential bulitling or to other buildings on the §150(b):Loose fill insu'ation shall conform Nvilh manufacturer's installed desigrHabeled R-Value, 1: - radi-,nion that can cause,d mdationotthe same lot shi�.Il be N( *§1 50(c'i:Minimum R-13 insufailon in wood-irame wall or eq0.'alent U-Iaclor� gh effic-avy,�,=�E'PTION I,:Permanently irvs,-0ed cutdoot�ow efficacy luminaires shall be afloved provided that !hey Fre cortrolled by a mznmuai onloll switch,a moVon sensor not having an cverrjop or�)ypass switch thaa disades.the inolioti sensor. I 50fm)10,Re)dble ducts�,aqnot have-porous inner cores. 1 50(ft Minimum R,-13 insulation In raised wood-fratne fioor or equivalem 1-1-facior, 7 and one of the follovving controls:a photocontrol not having an override or bypass swi-o-h that disable�.,the pno�=Vol;OR an 150(o)�Ali dwellinq unlis shafl ineet the requitements of ANSUASHRAE Standard 62,2-2007 Ventilation and Acceptable Ind.00r Air ] Total$ 4 astronomicaltiniec-i'cck not iiavina an overtideor bypass managernent Qualty in Low-Rise Residential Buildings.Window operation is not a permissible method of providing the wir�ote&-ilding ventilation §150(f)�Air retarding wrap is tested. labeled.,and insialled according to ASTM E-�,377-95,12,,Vr))when��Odfied on rhe GF-1 R Pmm I ...... control systern(EMIC S)not having'an oveTride ot bypass s�vhch that allows the lumiraire to be always on I EXCEPTION,2:Outdoor required in Section 4 ol that St-andard, §150(g):Mandatory Vapor barrier installed in Qrriatte Zones 14 or 16, HVAC'�'VNTEMS �umjnalres used to oorrply wi*�h Fmeption i io,§i-%kk)IS may be oontrolledby a temporaq,overri(�.e switch which bypasses the notion Pool and S System Name 1 Gly, Heating Type Min,Elf. Goolipg Type, Min. Elf. Thermostat Tyee Status seming function provided that the motion sensoris automatically reactivated within six h, uns. E'V'EPTION 3�Rermanenty installeed p_a,Heafin2 Systems and E2u!pmsnt Measures.- §1 50(l):Water absorption rate f'or'"sIa0 edge insulation rnalerial fiaoings is no gtealer fban 0,3%;water nv.or permeance �9yslcm .171 =- §114(al:Any pool or Ta h eating sys te m shall be certii led to have:a I hermal effid ency th at comp lies With th a Apptance Elf ician.cy rpte is no ureater than 2,02=nJInch and shall be Lrolecled from Ehisical darnme and UV 4ahl delericration Cop Val Furnar-e 7-6%AFUE No CWing 13.0 SEER Scft=.k Ext$&v luminaires hi or aro�-nd swimming pool,water features,or other�ooaijon sub�ie4llt to Adole 680 oi ilia C-afifor ia Eleotho Code need not Regulations.an on-off switc:h inounted outside oi the heazter-a permanent weatherproof plate or card vMh operating insf�vwlons;and Fireelo-oos,D000raiive Gas A2erlanaes and GaS LOU Measures: behigh efficacy lumMaires. shall not use electric resistance heating or a pilot liqht, 150(k`14 Inlemaily ill-��rninaled addrez�s signs shall coz-nply with SecticO 148;OR-at coitain a sorew-base sc&et, and consurne no §I 50(e)IA:Masontit of faetor -built fireplaces have a closable metal or q.�ass door covering.the entire opening of the firebox, ............. V Any p more than five walls of power a�dmennined according to§*0(d), §I 14ib'l oal or spe heating,equipment shafi be installed with at least 36"of pipe between filter and hewer,or dedicated suction §150(e"18:Masonty or ia=ry-built fireplaces have a Qornbu�i*,ion outside air intake,which 1 re ............................ S�150W 15�UghtingfOr parking lots and carports wit.h al-olal of for 8 or more vehidesiner site shall cemply with the applic-able and retom lines,or bullt-u. oonnections for future solar h4aiino. s at lea'stslxsq�a inches.inarea and Ls Aquip -fillino oornbustion-air oontrol device� _,pad whin a with a madily accessible,operable.,and t,,�,qht damper and or hiclos shall connpiy with'tie applicable §I 14Lb)2:Owdoor pools oi spas that have aheat2w-,E,or eas heater shail 4ave a cover, §IMe12:Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket when that indoor air is vented to the requirements in Sectons 130t 132: i 34:alid 147.U�ghting'or parking c�arege�,for 8 or mote ve I i -------------------- . .......L.............. requirements of Sections 130, !'M, 134,and 146. §I 14ib-Q:Pools shall have inlels that adeq��-ately rnix 1he pool water�and a time switch that will azllaw all pumps to be set or outside of u)e building,are Erahibited, HVAC DISTRIBUTION §1 60i )16�Perrnan,�,,nlly installed lighting in tie erolose , non-dwolling spaces of luw-ris i�residential tx�ffldings with four or more '�Iea'rlq.derrand periods, Space Conditionin2,Water Heating a d Plumbing�Ystem measum. Duct Duots .k' : - 2ro2�ra�rned to off-peak dweflirg unit,,shaH high efficacy juminaiffes.EXCEPTION:Permanently installed low efficacy luminaires shall be allowed provided §1,50jel'Residemial pool systelln-or ecititment meet the pump sizing,flow rate,PiLing,filtem.,and valve re2ujientents Of 8Vstem Name Heatinq r �Sz §150�p'�' §110-§113:HVAC equ pment,water healers,�showerheads,tauc-ets and all other regulated appliances are certified by"the Energy Duct cation R-Value Tested? Status tha!they�tre cont ro�:ed by an occupant sepson's'�ceftified to cornply wi,�h lhe M21icab,.e ttguirernents of al I G., Residential Liahtln2 Measures: HVAC systefn Cwted Ducte-d lAffic. Ceifing Ins,vented 4.2 M Exating k has xi effloacy that is no lover than the L�'ff icacies §I 50fk)I-.High efficacy luininaires.or LED Light Engine with Integral�-ieat Sin §1 13"'�)5:wet healing recirculation loops setving"nultiple d-welling units and High-Rse residential occupanc; s meet the air re�ease valve,bac'Kflow prevent�'On,pump isolation valvo,and redroulalior,loop conneopton requirements of�1 13 5. -C;011..t�a�.ned in Table I5D-Cijnd is not a low efficacy furninw."re as specified by§15C-Xi2, 150.K)3:The of permanently installed lurninwres shall be determined as.1 s_ao if ied by§130(d,�. §115'Continuously burning pilot lights are prohPbifed for natura�gas:fan-type central furnaces,household cockim;appliances p,- I 50(k)4�Ballasts for f luoriescent lamps rated 13 Warts or greater shall be stecitonic,and sha appliances wfth an eleot�,,',cal supply voltage oonneclion with pilot lights that consume less than 156 etuihr are exempt),and pool and If have an output frequency no less than 20 kHz, spa healets� WATER HEATIN G SYSTEMS . ............. .. .... ............. §,1-50,'k)5�Permarentlyinstalled night lights and night lignts integmi to a permansm'y installed luminalre�or exha�ust fan shall contain §150(_h)�Heating and./or cooling loads are caloulwed in accordance with ASHRAE,SMACNA or ACCA, only high efficacy lat-aps rneeting the minimum, efficacies contaJr,ied in Table 150-0 and shall not contain a lire-vollage souet or line- Ext. §150(i):Heating sysla,,,'ns are!2guipped with thermostats thal meet the setback tegu�remenls of Section 112(c), Rated Tank Energy Standby Tank voltage lamp holde.r;OR shallbe rated to consurne no more than five walts of po,,verasdetermined by§130(q�,and,shall not contain a medium screw-base sccket, §11501$1A.-Storage�,as wwer heaters rated with an Energy Faclot no greater tban the federal minimal standard are externally wrapped input Cap. Factor Loss or insul. Fi- wit...insulation haVing an Installed thermal res.fislance of R-12 orgreater. aystem Name Tyee Distribution (Btuh) (0all or RE Pilot Value status D50(k)6�L�a��,o exhmusl fans,in rooms othet than kitchens�shall meel the�pplicabfe requirements of§1150fk�, I 50fj)I B-,Unfired sloragetanks,such as storage tanks or backup tanks for solar waler�heating systern,of o*,er iadireot hot water Standard Gaslz-'50 gat or Le I Stnell Gas NO P�w twuh�fion 4rj,090 50 0,58 Me Iva --Xisting §1,1-0�k)7�All swk-hiqg d, ices and controls shall meeithe feguirementsol§150(K)7. tanks have R-1 2 external insulation or R-16 interral ins ulation where the internal mulation R-value is indicated On the wledor of"he §160ik'18:A minimum of 50 M.cent of the total rated visrage of permanontty insialled lighting in kitchens,shall be high efficacy, tark §150(j)2: Fitst 5 feet of hot and cold water pipes c�osast to water beater tank,non-tedrculat4 systems,and entre length of EXCIEP'TION'Up to 50 walts for dwelling units less than or equal to 2,50-00 fl�--or 10D'val&fo�dwefiinq units larger�than 2,500 fl,�.rnay be MULTI-FAIV11LY WATER HEATING DETAJL$ HYDRONV:�HEATINO$YSTEM PIPING -9 in the kitchen are oontrolled tay a manual on occupant pes are iti,,ulaled nor Standards Table 150-13, exempt frorn lhe 50%high efficacy requirement when,al�low efficacy lurninaire recirculating sections of ho�ww'er Ri ZZ uctioa�chilled k"Ter�or brine lines),and P inginswiatecib Hot Walker P�ping Length �able control system;and permanently installed ip etween heating souroE;and indirect hot sensor,dimmer,-energy management system,,EMCS).or 13.mufti-scene programr §I 50(j)2�Cooling systeni piping(s luinhades in garages,�Wrdry rooms,closets greater'inan 70 s water tank shall be Insulated to Table 150-B and Equation 160-A, .2 quare feet,and utility moms are high eff icaq and controlled by a rnanual-on occupant se9sar §I 50q)2:PiP�insulation foy stearn hydronic heating syslorn5 or hot water sysleims 16 pgi,meets.the requirisments of Standams Table jg §150(k)9: Perm me no iriore than 20 watts of powerper linear foot of i 23-A, P ip Pipe Insul. anently'nsialled fighting that is Internal to cabinet5 shall t. e illuminated cabinet� §150(1)3A:Insulation is protected from darnage, inoluding that due to sunlight,mo.�R�u.m,equipment m;�dnttpnance,and,wind. control Qty, HP Buried Svstern Name Lenoth Diameter Thick.- §150(j)SA:Insutationforchilled waterpiping and refrigerant surnion lines includes a vapor relardant oris enebsed entirely in 0 conditioned space. 0 §150(1)4,Solar water-hea�,Ing systems andforcolleciors are oettifled by the-Solat Pafing and Certification co!p2ration, 0 13 EnergyRo 5.1 by Frw%%,Soft ljw Numbe.r 1315 RunCode.,2014-03-18T'08:29:34 ID:0140164 P11 ge 9 of 11 En!ay 1D.,0140164 pne6ofll -03 -29;34 10�0140164 P�5ge 7 of I I Enr�ryRlo S.I by Efwgysol Uzcr mumhcr:13 16 RunCodo,2014-03-18T016,29,34 ID:0 140164 o 5.1 C-n=Soft U&--r Nunber. 4 315 RunCode,,2014-03-18TV&29,,34 13 f 5 -18T08. 'ao Fage. 0 of I f i Jw O } Q0Z ZuFom �aui Q 2 O O w O W - w W z ° Z U S cn COVER SHEET Iw=-Q D z Q Ui � w>w m � O-LL ® QXdaw000 GENERAL NOTES ANDIl TIONS w= w �<_w Q = tn= W } Z W U �whooz U U Q to W W � Z Z a,)O u-z< -� O W 1. BUILDING CODES: o -W�zwww 'Zz � > ix F CALIFORNIA BUILDING CODE CBC 2013 60. DEFERRED ITEMS °w Z :� Q W 42. SEGREGATION OF AGGREGATES: m°z�° a ~ w 2, SAFETY: LUMBER FRAMING NOTES: CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL SO AS TO CAUSE Oz¢ wUw�Ow SEGREGATION OF AGGREGATES. USE HOPPERS,CHUTES,OR TRUNKS OF VARYING 61. MATERIAL CERTIFICATE SUBMITTALS: a `� o v o < ww DURING THE CONSTRUCTION PERIOD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR LENGTHS SO THAT THE FREE,UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO vi O w O a THE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE 22. PRESSURE TREATED LUMBER: FIVE FEET,AND A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THE CONCRETE THE ENGINEER OF RECORD,WHO SHALL REVIEW THEM AND FORWARD THEM TO TIIE z o 0 z SHORING,BRACING,AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE,AND a) ALL SILL PLATES WHICH REST ON CONCRETE SLAB OR MASONRY,END OF WOOD z W O w u� SHALL BE KEPT LEVEL AT ALL TIMES. BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL w z lx p z m w LOCAL ORDINANCES. GIRDERS,OR BEAMS HAVING CLEARANCE OF LESS THAN 1/2"ON TOP,SIDES,AND ENDS. DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN �o p w w~ b) WOOD SIDING.SHEATHING,AND WALL FRAMING HAVING CLEARANCE.OF LESS THAN 43. DOWELING: GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED U Q O = O 3. EARTH WORK (IF USED): 6"FROM GROUND. ° 0~ W a o ALL SLABS SHALL BE DOWELED INTO FOUNDATIONS WITH BARS OF THE SAME SIZE AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL °� } U � t- THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION c) ALL WOOD IN CONTACT WITH GROUND WHICH SUPPORTS PERMANENT O o w w U Q DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. w z > w to STRUCTURE(S). SPACING AS THE FOUNDATION BARS,EXCEPT WHERE SPECIFICALLY INDICATED H?O O O ° PROCEDURES,INCLUDING LAGGING,SHORING,AND PROTECTION OF ADJACENT OTHERWISE.PROPERTY,STRUCTURES,AND UTILITIES,IN ACCORDANCE WITH ALL NATIONAL,STATE, E) MEMBERS SUPPORTING BALCONIES,PORCHES,OR SIMILAR APPURTENACES WHEN AND LOCAL ORDINANCES. EXPOSED'r0 THE WEATHER AND ELEMENTS. 62• ��OSBll PANELS' 44. SPLICES: 23. REMOVAL OF DEBRIS: SPLICES IN CONTINUOUS REINFORCEMENT AS USED,SHALL HAVE A LAP OF 30 BAR USE OF OSB PANELS NOT PERMITED 4. SHOP DRAWINGS (WHEN REQUIRED): THE UNDER-FLOOR GRADE SHALL BE CLEANED OF ALL VEGETATION AND ORGANIC DIAMETERS BUT NOT LESS THAN 18 INCHES,AND THE SPLICES IN ADJACENT BARS SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE SHALL NOT BE LESS THAN S-0"APART_ ALL REINFORCING STEEL SHALL BE SECURELY 63. OR EQUAL PRODUCTS ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. MA"rERIALS. WIRED AND PROPERLY SUPPORTED ABOVE GROUND AND AWAY FROM THE FORMS. ALL STRUCTURAL COMPONENT EQUAL PRODUCTS SHALL BE SUBJECT TO 5. DETAILS; 24. DETAILS: 45. CHAIRS' ENGINEERS WRITTEN APPROVAL PRIOR TO DELIVERY TO THE JOB DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS AND NOTES OF CONSTRUCTION. FRAMING DETAILS NOT SHOWN ON THE DRAWINGS SHALL BE FRAMED SIMILAR TO PROVIDE CONCRETE CHAIRS TO SUPPORT BOTTOM OR"TOP BARS AND HOLD THE SAME SITE AND INSTALLATION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED,BUT ARE OF SIMILAR TYPICAL DETAIL AS SHOWN ON THE DRAWINGS. N SECURED POSITIONS. (A u) CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ARCHITECT/ENGINEER. 46. CONSTRUCTION JOINTS: 0 6. OPENINGS: 25. STRUCTURAL LUMBER GRADES: CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSE CLEAN Z C� DF LARCH-DRY: AGGREGATE SOLIDLY EMBEDDED. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S 0 OPENINGS IN SHEARWALLS NOT PERMITED UNLESS APROVED BY THE PROJECT �� o STRUCTURAL LUMBER SHALL CONFORM TO FOLLOWING WCLIB MINIMUM GRADES, APPROVAL FOR CONSTRUCTION JOINT LOCATION OTHER THAN DETAILED OR SPECIFIED �] Lo M rn ENGINEER IN WRITTING. IN ALL SLABS AND EQUIPMENT FOUNDATIONS. W m UNLESS NOTED OTHERWISE: a) HORIZONTAL 2x FRAMING............................................i12 OR BETTER06 = Q O b) 4x BEAMS,HEADERS,SPECIAL MEMBERS.._ _ .... .........111 47. PIPES: w v co 7. MODIFICATIONS: c) STUDS...............................................................................#2 OR BETTER PIPES,OTHER THAN ELECTRICAL CONDUITS,SHALL NOT BE EMBEDDED IN STRUCTURAL Q co 1 j cr ALL INFORMATION SHOWN ON THE DRAWINGS,RELATIVE TO EXISTING CONDITIOINS,IS d) 4x&6x POSTS.........................................._.............._.......III CONCRETE,EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. Z In o GIVEN AS THE BEST PRESENT KNOWLEDGE,BUT WITHOUT GUARANTEE OF ACCURACY. W O 4 v WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE MAXIMUM MOISTURE CONTENT SHALL BE 19%AT TIME OF INSTALLATION. LUMBER OF 48 � _ U GROUT: e W �_ REPORTED TO THE ARCIIITF.CT/ENGINEER SO THAT PROPER REVISIONS MAY BE MADE. 2 NCII AND LESS NOMINAL THICKNESS DRIED TO 15%MOISTURE CONTENT PRIOR 1'O z Lo MODIFICATION OF DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN DELIVERY TO SITE. GROUT,IF USED,SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE � TITAN TWO PARTS SAND. DRYPACKNCI OR NON-SHRINK GROUTING SHALL HAVE MIN. z APPROVAL OF THE ARCHITECT/ENGINEER. ULTIMATE COMPRESSIVE STRENGTH OF 5000 PSI @ 7 DAYS. � � W 26. NAILING: 8, SHORING: FOR SCHEDULE OF MINIMUM NAILING,SEE TABLE 2304.9.1 CBG OR DESIGN IT SIIALL BETHE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE DRAWINGS. NAILING SHALL BE WITH COMMON WIRE NAILS,UNLESS NOTED 49. MISCELLANEOUS ITEMS: ADEQUATE SHORING,BRACING,AND FORMWORK,ETC_AS REQUIRED FOR THE OTHERWISE. MACHINE-DRIVEN MAY BE USED ONLY WITH PERMISSION OF THE ENGINEER. REFER TO ARCHITECTURAL,MECHANICAL,AND ELECTRICAL DRAWINGS FOR PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING. MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE. DO NOT CUT OR DEFORM NAILS AND FASTENERS FOR USE IN PRESSURE-TREATED LUMBER SHALL BE PRIMARY REINFORCING BARS WITHOUT CONSENT OF THE ENGINEER. 9. BRACING: HOT-DIPPED(HDG 200)GALVANIZED PER ASTM A153 SPECIFICATIONS. 50. FINISH: DO ALL TEMPORARY BRACING AS REQUIRED TO HOLD THE VARIOUS ELEMENTS IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. EXPOSED EXTERIOR SLABS AND RAMPS ON GRADE SHALL HAVE A GROOMED FNISII. CONCRETE TO RECEIVE RESILIENT TILE OR DUSTPROOFING SHALL RECEIVE A STEEL 1O. DRAWINGS AND SPECIFICATIONS 27• FASTENERS, TROWEL FINISH. INTERIOR SLAB EXPOSED TO VEHICULAR MOVEMENT SHALL BE THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO BOLTS AND LAG SCREWS BEARING ON WOOD SHALL HAVE WASHERS. BOLTS IN THOROUGHLY CONSOLIDATED BY VIBRATING AND THE TOP OF THE CONCRETE SHALL NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE CONS CONNECTIONS SHALL BE RE-TIGHTENED JUST BEFORE CLOSING IN OF WALLS. U BROUGHTRFACE SHALLLL BE TROWELLED UNTIL SMOOTH AND PROPER ELEVATION BY SCREEDITAMPING,AND FLOATING. THE RELATIVELY FREE,OF DEFECrS AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION AND TROWELED MARKS. MEANS,METHODS,TECHNIQUES,SEQUENCES,AND PROCEDURES,INCLUDING,BUT NOT 28. EXTERIOR METAL CONNECTORS AND HARDWARE USED IN CONJUNCTION LIMITED TO,BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE WITH UNTREATED WOOD ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE 51. BOLTS: CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER ALL EXTERIOR METAL CONNECTORS AND HARDWARE USED IN CONJUNCTION BOLTS EMBEDDED IN CONCRETE SHALL BE ASTM A-307,UNLESS NOTED OTHERWISE. DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND OF UNTREATED WOOD SHALL BE GALVANIZED(G185) 1.85 OZ.OF ZINC PER DETAILED INSPECTION SERVICES. THESE SUPPORT SERVICES PERFORMED BY THE SQUARE FOOT OF SURFACE(HOT-DIPPED GALVANIZED PER ASTM A653 TOTAL 52, VIBRATION: ENGINEER,WHETHER OF MATERIAL OF WORK,AND WHETHER PERFORMED PRIOR TO, BOTH SIDES).FASTENERS USED WITH SUCH DEVICES SHALL BE HOT-DIPPED VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH THE GENERAL PROVISIONS DURING,OR AFTER COMPLETION OF CONSTRUCTION.ARE PERFORMED SOLELY FOR TIIE GALVANIZED PER ASTM Al 53 SPECIFICATION OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ST26. PLACEMENT OF z PURPOSE OF ASSISTING IN QUALIITY CONTROL AND IN ACHIEVING CONFORMANCE WITIf CONCRETE SHALL BE IN CONFORMANCE WITH THE ACI SPEC.301. w CONTRACT DOCUMENT'S,BUT DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND 29. METAL CONNECTORS AND HARDWARE USED IN CONJUNCTION WITH SHALL NOT I3E CONSTRUED AS SUPERVISION OF CONSTRUCTION. U Z 0 TREATED WOOD 53. REBAR COVER: � c' ALL EXTERIOR METAL CONNECTORS AND HARDWARE USED IN CONJUNCTION MINIMUM COVERAGE SHALL BE AS FOLLOWS: � 11. TEMPORARY MATERIAL STORAGE: OF UNTREATED WOOD SHALL BE 14 GA.AND THICKER,WITH MINIMUM z m WHERE CONSTRUCTION MATERIALS ARE TEMPORARILY STORED ON FLOOR,THEY SHALL BE DISTRIBUTED SO THAT THE LOAD DOES NOT EXCEED DESIGN LIVE LOAD. COATING WEIGHT OF 2.0 OZ.OF ZINC PER SQUARE FOOT OF SURFACE 3" WHERE CONCRETE IS DEPOSITED DIRECTLY AGAINST GROUND,EXCEPT SLABS ON Ca U ADEQUATE SHORING AND/OR BRACING SHALL BE PROVIDED WHERE STRUCTURAL (HOT-DIPPED GALVANIZED PER ASTM Al 23 TOTAL BOTH SIDES). FASTENERS GRADE. 0 < MEMBERS HAVE NOT ATTAINED DESIGN STRENGTH. USED WITH SUCH DEVICES SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153 2" WHERE CONCRETE IS EXPOSED TO GROUND BUT PLACED IN FORMS. OU SPECIFICATION. 1 1/2" FOR MAIN BARS IN RETAINING WALLS 1 1/2" FOR BARS IN STEPS 12. ASTM DESIGNATIONS: 1 1/2" FOR BARS IN SLABS ON GRADE. p q ASTM DESIGNATIONS AND ALL STANDARDS REFER TO THE-LATEST AMENDMENTS. 30. PRESSURE TREATED WOOD: ` w p p PRESSURE TREATED WOOD SHALL HAVE ACTUAL RETENTION LEVELS GREATER 54. BOLTS IN CONCRETE OR CONCRETE SLAB: 13. VERIFYI114G DIMENSIONS: THAN 0.40 PCF FOR AC AND MC AND 0.41 PSF FOR CBA-A OR 0.21 PCF FOR Q Q LENGTIf OF EMBEDMENT OF ANCHOR BOLTS IN CONCRETE,OTHER THAN COLUMN THE CONTRACTOR SHALL TAKE ALL MEASUREMENTS ATTHE BUILDING AND SHALL CA-13 GROUND CONTACT LEVEL ANCHOR BOLTS,SIIALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED,OR UNLESS VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH ANY WORK. DETAILED OTHERWISE ON TEH STRUCTURALL DRAWINGS: N SIIOtJLD ANY VARIATION BE POUND,TIIE MATTER SHALL BE REFERRED TO ENGINEER 31. BORATE TREATED WOODS SHALL NOT BE USED FOR OUTDOOR USE. FOR JUDGMENT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER TREATED WOOD HAVING EXCESS SURFACE CHEMICALS ARE CORROSIVE. SIZE OF BOLT LENTGH OF EMBEDMENT ¢ N FITTING OF ITIS/HER WORK IN PLACE. 5/8" 7" STAINLESS STEEL FASTENERS AND HARDWARE SHALL BE USED IN 3/4„ 12" � STRUCTURAL OBSERVATION: 14. DISCREPANCIES: CONJUNCTION WITH HIGHLY CORROSIVE WOOD ELEMENTS LIST OF STRUCTURAL OBSERVATIONS AND INSPECTIONS REQUIRED BY A PROFESSIONAL ENGINEER: IF,IN THE OPINION OF THE CONTRACTOR,ANY WORK IS SHOWN ON THE DRAWINGS OR 55. DRILLED AND DRYPACKED OR GROUTED BOLTS: ` � � �� cn DETAILS IN A MANNER AS WILL MAKE IT IMPOSSIBLE TO PRODUCE A FIRST QUALITY DRILLED AND DRYPACKED OR GROUPED BOLTS SHALL HAVE V CLEAR FROM BOLT'r0 PIECE OF WORK,OR SHOULD DISCREPANCIES APPEAR BETWEEN THE DRAWINGS AND/OR 32. CONCRETE (IF & WHEN USED): EDGE OF HOLE. 1. OBSERVATION OF ALL RETROFIT WORK DETAILS,TIE/SHE SIIALL REFER THE SAME TOTHE ARCHITECT/ENGINEER FOR INTERPRETATION BEFORE PROCEEDING WITIi TIIE WORK. IF THE CONTRACTOR FAILS 56. CHAMFER: TO MAKE SUCH REFERENCE TO THE ARCHITECT/ENGINEER,NO EXCUSE WILL 33. STRENGTH c4L QUALITY: THEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT THE WORK IN A CONCRETE STRENGTHS AT 28 DAYS SHALL BE f c=2500 PSI,OR AS INDICATED AS ALL EXPOSED CONCRETE CORNERS SHALL HAVE 314"CHAMFER UNLESS NOTED SATISFACTORY MANNER,AS DIRECTED. FOLLOWS: OTHERWISE. LLQ SECTION:1.0-INDEX TO STRUCTURAL DRAWING: DWG.No. TITLE 15. ORDER OF PREFERENCE: CONCRETE QUALITY: 57. FORMS (IF USED): o GENERAL NOTES&SPECIFICATIONS: FIGURED DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS. DETAILS FORMS: COVER SHEET,GENERAL NOTES&SPECIFICATIONS DETAILS OR SCALE DRAWINGS. CONCRETE USE STRENGTH SLUMP ACiG.SIZE FORMS SHALL BE OF SUBSTANTIALLY BUILT AND OF SUFFICIENT STRENGTH AND � S 0 TAKE PREFERENCE OVER SMALLER DE PLANS: STEPS&PATIOS 2500 PSI m 28 DAYS 4112" 3/4" RIGIDITY 1'O PROVIDE SAFE WORKING CONDITIONS AT ALL"TIMES,AND TO PRODUCE (�......_� �'�� ¢�� -i SLAB ON GRADE 2500 PSI @ 28 DAYS 4 112" 3/4" FINISHED CONCRETE OF PRECISE SIZE AND SHAPE AS SHOWN ON DRAWINGS. THEIR l� til 3UlllC1 ©w'1? (�1e11' S-1 FRAMING PLAN,BU LDING SEC'rION;i&DETAILS 16. LOCATION OF PREFERENCE: FOUNDATIONS 3000 PSI cL 28 DAYS 4 1/2" 3/4" ASSEMBLY SIIALL PERMIT REMOVAL N PROPER SEQUENCE WITHOUT DAMAGE TO UNLESS NOTED OTHERWISE,REFER TO TIIE ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS 2500 PSI @ 28 DAYS 41/2" 3/4" CONCRETE. FORM WORK SIIALL BE CLEAN AND FREE OF SAW DUST,PAPER,DIRT,AND DIMENSIONS AND LOCATION OF STRUCTURES. LEAN CONCRETE 2000 PSI @ 28 DAYS 4" 314" W � Z SECTIONS&DETAILS: DEBRIS WHEN CONCRETE IS PLACED THEREIN. ! --` �"� 3 ' SD-3 STRUCTURAL DE'T'AILS SD-5 TYP.SECTIONS&DETAILS 34. CEMENT; BEFORE CONCRETE IS PLACED: 17. SCALING FROM STRUCTURAL DRAWINGS. ALL CEMENT SIIALL CONFORM TO ASTM 0-150,TYPE II,UNLESS ALKALINE SOILS ARE BEFORE CONCRETE IS PLACED,ALL ELEMENTS TO BE BUILT IN FORMS SHALL BE / W SCALING FROM S1'RiJCTURAL DRAWINGS IS NOT PERMITTED. FOR FIELD LAYOUT PRESENT. CHECKED FOR COMPLETENESS,SIZE,AND LOCATION. FORMS SHALL BE CONSTRUCTED PURPOSES,DO NOT SCALE FROM STRUCTURAL DRAWINGS. MISPLACED WORK MAY BE OF MATERIALS WHICH SHALL PRODUCE CONCRETE SURFACES SUITABLE AS INTENDED. r<eViWE u � SIJBJEC"T'TO REMOVAL OF COMPLETED WORK. 35. AGGREGATES: JOINTS IN FORM WORK SHALL BE SUFFICIENTLY TIGHT,WELL-BACKED AND SHORED TO _ O PREVENT TIIE LEAKAGE OF CEMENT PASTE AND TO PROVIDE SMOOTH SURFACE,FREE ALL CONCRETE,UNLESS OTHERWISE NOTED,SHALL BE REGULAR WEIGHT HARD ROCK ABLE = �� 18. COORDINATION OF WORK: TYPE(150 fl/PCF). AGGREGATES SHALL CONFORM TO ASTM C-33 WITH PROVEN OF OBJECTIONABLE OFFSETS,FORM MARKS,AND PROJECTIONS. OBJECTIOIl� u� PROJECTIONS REMAINING AFTER FORMS HAVE BEEN STRIPPED SHALL BE REMOVED BY z CONTRACTOR SHALL VERIFY ALL STRUCTURAL PLANS AND DIMENSIONS WITH SHRINKAGE CHARACTERISTICS OF LESS THAN.005.CONCRETE MIX SIIALL CONTAIN UP MEANS OF MACHINE GRINDING. ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND SITE DRAWINGS. IN CASE OF TO 15%ASH. DISCREPANCY,NOTIFY THE ARCHITECT/ENGINEER PRIOR TO COMMENCEMENT OF FORM TIES: WORK. 36. CURING: FORM TIES,IF USED,SIIALL HAVE REMOVABLE PLASTIC CONES. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE(5) DAYS AFTER PLACEMENT. APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF 58. TOLERANCES: O I? HA S 19. CUTTING STRUCTURAL MEMBERS: MOIST CURING. FORINT WORK: N � SHA � CUTTING OR DRILLING OF HOLES IN STRUCTURAL MEMBERS TO FACILITATE CONSTRUCTION DETAILS,AS PER TRADITION OF CONTRACTOR'S FRAC"TINE OR FOR FORM WORK SHALL BE SET TO PRODUCE CONCRETE WHICH IS TRUE-TO DIMENSIONS CIV I �� TRADES TO PROCEED,SHALL BE DONE ONLY AFTER ENGINEER'S EXPRESS 38• STRENGTH TESTS: AND ELEVATIONS SHOWN ON THE DRAWINGS AND TO WITHIN THE FOLLOWING L i1 22760 OTHER 2 OTHERRIZATION. STRENGTH TESTS OF CONCRETE MAY BE REQUIRED AS PER CHAPTER 19 OF C.B.C. TOLERANCES: � X77 PLACEMENT OF CONCRETE AND REINFORCING STEEL SIIALL BE INSPECTED BY A PROFESSIONAL ENGINEER LICENSED IN TIIE STATE OF CALIFORNIA. FINISHED CONCRETE SURFACE: .k EXP.DATE 20. CONSTRUCTION DRAWINGS: FINISHED CONCRETE SURFACE SHALL NOT VARY FROM PLAN LOCATIONS SHOWN ON T9r 72-31-A5 THE CONTRACTOR SHALL KEEP AT THE SITE OF THE WORK ONE COPY OF PLANS AND 39. KEYED CONSTRUCTION JOINTS: THE DRAWINGS BY MORE THAN 1/4 INCA N ANY 10 FT. OF CAUL SPECIFICATIONS SIGNED AND APPROVED BYTHE BUILDING DEPARTMENT AND SHALL KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION AT ALL TIMES GIVE THE ENGINEER AND OTHERS ACCESS THERETO. ANYTIIINTG SHOWN JOINTS SIIALL BE TIIOROUGIILY CLEANED AND ALL LITTL-R SIIALL BE REMOVED. ALL VARIATIONS FOR CONCRETE STEPS: ON TIIE PLANS AND NOT MENTIONED IN THE SPECIFICATIONS OR MENTIONED IN THE VARIATIONS FOR CONCRETE STEPS SHALL NOT EXCEED 1/8 INCH AT TREAD AND RISERS. SPECIFICATIONS AND NOT SHOWN ON THE PLANS SHALL HAVE THE SAME EFFECT AS IF VERTICAL JOINTS SHALL BE TII BE FORE WETTED AND SLUSHED WITH A COAT OF SHOWN OR MENTIONED RESPECTIVELY IN BOTH. IN CASE OF ANY CONFLICT OR NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. INCONSISTENCY BETWEEN THE PLANS,DETAILS OR SPECIFICATIONS,THE ONE 59. REINFORCEMENT: WORK STRUCTURAL DRAWINGS WITH ARCHITECTURAL o REQUIRING GREATER QUANTITY OR SUPERIOR QUALITY SHALL PREVAIL,AS DECIDED 40. SLEEVES: REINFORCEMENT BARS: DRAWINGS. DO NOT SCALE FROM STRUCTURAL DRAWINGS. N p cn BY THE ENGINEER. ANY DISCREPANCY BETWEEN FIGURES AND DRAWINGS SI BE SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE ALL REINFORCING STEEL SHALL BE GRADE 60 FOR 114 AND LARGER. ALL BARS SHALL BE z M > Q SUBMITTED TO THE ENGINEER,WHOSE DECISION THEREON SHALL BE CONCLUSIVE. TRADES INVOLVED AND SHALL BE CHECKED WITH ALL TRADES TO INSURE PROPER NEW BILLET'DEFORMED BARS AS PER ASTM-A615 SPECIFICATION. FOR DIMENSIONS, REFER TO ARCHITECTURAL PLANS& � U) r PLACEMENT OF OPENING,SLEEVES,CONDUITS,ETC.,RELATING TO THE WORK. DETAILS. < ¢ v 21, CORRECTION OF WORK: 41. INSERTS: c ALL WORK,ALL MATERIALS,WHE"CHER INCORPORATED IN TIIE WORK OR NOT,ALL PROCESSES OR MANUFACTURE,AND ALL METHODS OF CONSTRUCTION,SIIALL BE AT ALL ITEMS TO BE CAST IN CONCRETE,SUCH AS REINFORCING BARS,DOWELS,BOLTS, ALL TIMES AND PLACES,SUBJECT TO THE INSPECTION OF THE ENGINEER WHO SHALL BE ANCHORS,PIPES,SLEEVES,ETC.,SHALL BE SECURELY POSITIONED IN THE FORMS PR�1EC �� THE FINAL JUDGE OF THE QUALITY AND SUITABILITY OF THE ENGINEERING WORK. BEFORE PLACING TIIE CONCRETE. 013057 SHOULD THEY FAIL TO MEET HIS APPROVAL,THEY SHALL BE FORTHWITH RECONSTRUCTED,MADE GOOD,REPLACED AND/OR CORRECTED AS TIfE CASE MAY BE, EXPANSION BOLTS FOR MUD SILL MAY BE USED IN LIEU OF EMBEDDED BOLTS,AS PER pRAW inc ho. BY THE CONTRACTOR AT HIS OWN EXPENSE. ACCEPTANCE OF WORKMANSHIP AND ENGINEER'S DIRECTION ONLY. MATERIALS BY THE OWNER SHALL NOT RELIEVE THE CONTRACTOR FROM LEGAL LIABILITIES PERTAINING TO THE STRUCTURAL INTEGRITY OF"TIIE PROJECT. S -0 �w 0 } rn QOZ p WH 1 1.3 2 O O zUo �a a~ U p U w U W p U 1 O I I t- mZ<0. -4,14 4 POST B (E}FLOOR �Y�/3�0 /�Ij✓� (E)2X4 ROFF RATERS i} U } D S-1 ra(900 C.L. ROOF RIDGE I DIAPHRAGM"'� �F/�CC o% /'�Sz ( @ 24"O.C. ( I W, z z O 0 a hW > wnL` CONNECT TO Q �¢ aWOpO (N)2X6 FAR SIDE I - W= W u w f- ,- _ , ,WFmz6 � (N)2X4 @ 24"O.C. OF(N)CEILING JOIST 0 = > w I I I CONNECTED TO ROOF C I OMIT(E)TIE Q Q z ? o z 5 0 ( I RAFTER S-1 I COUPLE 2X4(E)RAFTER WITH `� o 0<w} �w z N POTT OVER C.L. CEILI RIDG r'�l �_ + (E) PE (METER FOOTING —� I + + (N)2X6 0 0 Q o a p W I - I-- (E)ROOF DIAPHRAGM 2X FJLLER ` ¢ + + I y cn I- w CO } r _71-- , -- ]0"X]0"PEDESTAL o �¢ � owzga = I + apzOO �F Cs + i I + \ \+ SDS SCREWS,TYP. a vi> =OJ ¢w I I I I 1 1 I I 1 �I i I �.+ .p /--- W' w W W (n O HD #2 + / ! cn Oc� � O �� __ _ __ x \ \ + + A35@24"O.C. ZpW �OW ti L -----._.....--- - 1 4 I I + + + SOLID BLOCKING p ° p >� i fl4 DOWELS WITH �+ + p t- p W W _ z (N)SILLPLATE \ + + 0 0f- QO0p � TOP OF PAD- \ / 3-#3 TIES AS SHOWN �+ 2 O = -� � O~ -- - --- 'S I OUTLINE OF I I ( O ( ROOF ABOVE `° - �+ - 8'-0"T.O.P. p J 0 t _ 1 o J- -� - i (N)12X6 CEILING o o O O a (N)SKYLIGHT I -- �. ` - --- -- ---- - - �-- - -- -- -�—I -! - I 1 t -� 1----- - -_; _ - - JOIST S-EE- 1,,, , i JLi=6'-&" I o Iii 1 _ _ L7 I 1 3'C.L. -- \ J ' - W ' ' z I 6"MI\. -_ < ; —I ! E TOP PLATES A35 NEW (N)HEADER DOUBLE RAFTER -_— I i r ` -_ ( ) _ A - I — 2X CEILING A35 HEADER TO TOP PLATE r - O—I 7 L_ _ _ - ' "� e - MEMBERS CONNECTION OPEN I _ _ --- f 3- �I O I I__-_; �.-•-- 1/2 X 14 1.9E LVL -- ' - - - N 2X4 • � zI _ ____ ---'� / N WDOUBLE RAFTER i (N)-- I SQUARE FTGi01 - FIX SKYLIGHTSEE FND SCHEDULE - --- -Q{r� ------� -�Q�\G�O------- -0� TYP r1 U) ('A ��! __ _ ®� 4X4 POST BEYOND C, UJ 6' _ �� a� 1 z—1 SECTION MASTER BATH DOOR z -- -- S-1 I < • m o r-- - -- -- -W ------4G�l,`\�0 - -------- -'=-1 SEE ARCH. PLANS z 00 00 ch � '_X �,��v MS. BEDRM F9 TYP. INDIVIDUAL SPREAD FTG 0 CO CL � Qo -- - - - -� M -- --. -- - -- -- -- -- 0zs Z u� < I yj m W E RAISED FLOOR TO W O CL v REMAIN IN PLACE • LIJ �_ Q i Z o v (E)MAIN F.FL. • z (N)FINISH GRADE LLI (N FOOTING UNDER(N) POST e — - 7777- BEDRM -- - -- _. - - _- BEDRM#5 ----- ---- --- -- FAMILY ( = .• __ "— -- — -- I-- - — _: 111_ BEDRM#2 A - NEW CEILING FRAMING SECTION SCALE 1/2"= V-0" E ROOF H —1 ( ROOF RAFTER(SHADED) RAFTER(SHADED) z O COUPLE 2X4(E)RAFTER WITH MS. BEDRM \ / (N)2X6 ¢ w O KITCHEN o M z BATH#2 DINING o 4-SDS 25450 -SDS 25425 _ _ -SDS 25450 o a O z (N)2X6 TIE � u" Q Q MS. BATH G (N 2X6 CEILING 001 JOIST N 2X6 CONNECT TO FAR SIDE ---___(N)_?X4 24"O•C. -- OF(N)CEILING JOIST CONNECTED TO ROOF 4-SDS 25450 RAFTER&TO SILL PILATE I -(N) HDR BY A35 @ EACH FACE I N 4-SDS 25425 ::�1_2X FILLER I _ 4-SDS 25450 I I 2X LEDGER SINGLE SIDED SHEAR WALLS SCHEDULE SECTION B TOP PATES o N c- TABLE 2306.3(1), UTILIZING STAPLESNOT (USE FOR SINGLE SIDED SHEAF; WALL ONLY) NOTALL POSSIBLE CONE.SHOWN (E)CEILING JOIST--"' OIST NOT TO SCALE N)SILL PLATE I SHEAR WALL TYPE A DESIGNATION Shear value per foot 185 If of wall p N BEAM W (panels applied ( ) directly to framing) I ' 00 Panel Grade Structural I E 2X4 sheathing ROOF RAFTER SECTION C OUTLINE OF WALL Q Panel Thickness 15/32" GARAGE NOT ALL POSSIBLE CONF.SHOWN WINDOW 2X FILLER (N)2X4 @ 24"O.C. NOT TO SCALE FRAME l O Panel Nailing 11/2"16 gage `.J at 6"D.C.@ all panel CONNECTED TO ROOF I o 3 (e) edges,&intermediate ji,/, RAFTER I y ,. framingmembars /„ / x `E with(min fastener SDS 25425 SILL I � I W Z penetration 1' ,U 1d111q 4.d C� �a �J BLOCKING Sole Plate Nails 16d 6"O.C. „ ,, %'/ w_ N)2X6 CONNECT TO FAR SIDE n" Spaced to I 4-SDS 25450 / /// ij -� ""� /,///// OF(N)CEILING JOIST-f 48"O.C. /l` �"w" Ifni A35 seismic clip J vi connection to top I i //: '„/ !/,'i„. j/j 4-SDS SCREWSy plate Wor sole/sill I I plate I I (E)GEEING JOIST sill plate size DF/PT 2X v % ; / v / /,'/1� 4-SDS 25450 2X AS REQ. Panle boundary 2-2X ( I ii - /�/ r %r —(E)SILL /,, , �,,, l/ , /, ��,� SEE ARCH PLANS members(min.size) / Sill plate Anchor bolt ”@ I ti %/' /./,,,i./i , 5/8 48"C.C. /" s pa � "s::� ''�%;�,a;, �� j'�' .. 2X LEDGER WITH Q�QFESS/t� size&spacing i ,'„ �- � �'. /'� : � 2 SDS SCRES @ 77= G...';/. COUPLE 2X4 E RAFTER WITH O M fi % EACH (E)STUD VIL�4 �Z NOTE ?;: w a 3XSILL PLATE SHALL NOT BE LESS THAN A SINGLE 3X MEMBER %/j/t; (N)2X6 Q� ly N 2X6 2760 Z b LENGTH OF ANCHOR BOLT IN 3XSILL PLATE SHALL BE 12"LONG OR GREATER. (n 1 c RIM JOIST OR BLOCKING RECEIVING SIMPSON SDS 250X600 SCREWS JOIST ,,. 4-SDS 25425 "/'% SHALL BE(T11)ENGINEERED WOOD 3/12"THICK MINIMUM. ��%�% d AT TD TIE DOWN THE BOUNDARY MEMBER SHAD BE 4X OF#1 3 1/2 X 14 1.9E LVL -' e STAPLES SHALL HAVE A MIN.CROWN WIDTH OF 7/16-INCH AND SHALL `// EXP.DATE BE INSTALLED WITH THEIR CROWNS PARALLEL TO THE LONG - SDS 25425 2 31 DIMENSION OFTHE FRAMING MEMBER /// T f WHERE PANELS ARE PPLIED ON BOTH FACES OF/,WALL AND FASTENERS OF CAV SPACING IS LESS THAN 6"O.C.,OM EITHER SIDE,PANEL SHALL BE OFFSET / // SECTION TO FALL ON DIFFERENT FRAMING MEMBERS,OR FRAMING SHALL BE j%Gj; . TYP.BAYWINDOW DETAIL 3-INCH NOMINAL OR THICKER AT AD101NG PANEL EDGES. r ,,... NOT ALL POSSIBLE CONF.SHOWN o p NOT TO SCALE N W %y O Z = Q - GEEING FRAMING PLAN SCALE 1/4"= V-0" FRAMING PLAN L PI?O.JE:C:T NO UILDING SECTION 013057 DF_A4ING NO. TYPICAL ROOF-CEILING FRAMING (ISOMETRIC VIEW) & DETAILS S - 1 SCALE 1/2 - 1-0' Z W Z w w o m �Q CrzwQO w 13/4' F_ot- wo �t- (n-i V) ozo INSTALLATION: vi Q¢w 3 PLYWOOD SHEATHING 6 •DRILL HOLE TO SPECIFIED DIAMETER AND DEPTH. CS16 STRAP,PLACED OVER °~8 REMOVE DUST FROM HOLE WITH OIL-FREE COMPRESSED AIR. w ~w z o. 0 _w wz z PLYWOOD,SEE TABLE W-6.1/SD-4 5 CLEAN WITH NYLON BRUSH AND BLOW OUT REMAINING DUST. oo z z w 0 w �O �� DUST LEFT IN HOLE WILL REDUCE EPDXY'S HOLDING CAPACITY. Cn ox N a cr cn -- DIAPHRAGM OPENING �\ • •DISPENSE A BEAD OF EPDXY-TIE OFF TO THE SIDE TO CHECK ¢w 0 of 3 CL a I l FOR PROPER MIXTURE,SHOWN BY A UNIFORM GRAY COLOR O w vi U LOAD-PATH FASTENERS: �; FOR EMBEDMENT BEFORE USING. FILL HOLE HALFWAY,STARTING FROM THE In O w o0 o w Q 14" DIAPHRAGM SHEATHIING NAILS • a e` LENGHT BOTTOM OF THE HOLE TO AVOID AIR POCKETS. u a O a o O z F—u- OR OTHER APPROVED e a ° SEE TABLES A&B *WITHDRAW NOZZLE AS HALE FILLS UP. o J M r cn O • ANCHORS MUST BE CLEAN AND OIL FREE. - 14 CONNECTORS SHALL BE DRIVEN INSERT ANCHOR,TURNING SLOWLY UNTIL ANCHOR HITS F-w O~ca.>w X z¢z SO THAT THEIR HEAD OR CROWN THE BOTTOM OF THE HOLE. DO NOT DISTURB WHILE SETTING. EDGE AND END WO_►-�waoow IS FLUSH WITH SURFACE OF DISTANCES FOR x o z o w _p O oo SHEATHING. THREADED ROD IN a ° O z L`zQow z =CONCRETE w=Q )z _-- ' STEMWALL CORNERp w b z O a w� -- / INSTALLATION Z w J O a 0 <% TABLEA Wzvim--Z --5ow mo 3x BLOCKING MIN. O W w uj a w 14" ,, (MIN.) CURE TIME O Z m a m J O W • 40°F 60°F 80°F 100°F �v>-5w►-Xwa SHEATHING SET 72 HRS 24 HRS 20 HRS 16 HRS F-M= z CL w PLYWOOD FRAMING EDGE . TABLE B FRAMING SILL PLATE SHEAR LOADS BASED ON CONCRETE STRENGTH NAILING STUD DRILL MIN. EDGE END AVG.ULT. ALLOW.SHEAR 14" (STAGGER) DIA. BIT DIA. EMBED. DIST. DIST. SHEAR LOAD LOAD Vc>2000 psi NAILS FLUSH I PARALLEL TO PLATE NOT RECESSED 3/8"MINI-- ® 5/8 1 3/4 5 1 3/4 7 1/2 8000 2000 PERPENDICULAR TO PLATE 5/8 3/4 5 13/4 1 71/2 1 2360 590 R NAIL PANEL EDGE 1. THE ALLOWABLE LOAD FOR THE CONNECTOR WILL BE THE LESSER OF THE WOOD BEARING _1[ CAPACITY OR CONCRETE STRENGTH. IJ.1 0 ETAILW5 PENETRATION NAILING TABLE C °p" zED IN m < M TENSION LOADS FOR THREADED ROD ANCHORS IN o- z TYP. OPENING DETAIL FLOOR ¢ o AND ROOF DIAPHRAGM- CONCRETE FOUNDATION STEMWALL INSTALLATION Cd W u `° NOTE: NOT ALL POSSIBLE CONFIGURATIONS SHOWN STUD DRILL MIN. MIN.WALL MIN.EDGE MIN.END AVG.ULT. ALLOW.SHEAR DIA. BIT DIA. EMBED. THICKNESS DIST. DIST. TENSION LOAD LOAD f'c>2000 psi Z m c (100) (133) ® LU _5 Q �' SET CLZ 5/8 3/4 3/4 10 6 1 5 z 23000 5750 7665 � 7/8 1 15 8 13/4 1 5 1 33600 1 8400 11200 Z TT R W SOLE PLATE D E TAIL IR _S FLOOR DIAPHRACM TYP. INSTALLATION OF RETROFIT BOLTS FOR HOLDOWNS & SILL PLATE ANCHOR BOLTS RIM JOIST FLOOR JOIST NOTE: 1. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXIED BOLTS. h 2. USE SIMPSON HIGH STRENGTH EPDXY TYPE"SET,"XP ICC-ES ESR 2508 NOTE: NOT ALL POSSIBLE CONFIGURATIONS ARE SHOWN i! BLOCKING ; SILL PLATE SD-07174a NOT SHOWN FOR CLARITY c `G FOR POST SIZE SEE TABLE 2.1 FRAMING NOTATIONS P t TYPICAL HDU V INSTALLATION AS o 0D A HOLDOWN u SILL PLATE SHALL BE 2 x 4 MIN.DF/PT(SEE SHEAR WALL ®I o (SCHEDULE). UNLESS NOTED OTHERWISE ON THE FOUNDATION ® Z G PLAN. PLACE SILL PLATE AS FOLLOWS: o a 1. AT EXTERIOR STEM WALLS: HOLDOWN STEMWALL SSTB SDS MIN•WOOD ® 5 MODEL WIDTH DIA. SCREWS MEMBER a PLACE LONGITUDINAL FACE OF THE SILL PLATE FLUSH THICKNESS WITH EXTERIOR FACE OF THE STEM WALL. 2. AT INTERIOR STEM WALLS: HDU2 8" 5/8 SSTB20 6-SDS 1/4"X 21/2" 3" w N THE CENTERLINE OF THE SILL PLATE SHALL COINCIDE x WITH THE CENTERLINE OF THE STEM WALL. NOTE: q od v 3. NAILS PENETRATING PRESSURE-TREATED(PT)SILL 1.LOCATE THE BOLT FOR THE CENTERLINE DISTANCE OFF THE FACE OF THE I PLATE SHALL BE HOT DIPPED GALVANIZED(HDG200). STUD(CL),AND THE APPROPRIATE LENGTH NEEDED TO CLEAR THE STAND ANCHOR BOLTS SHALL BE 5/8"DIA,x P-0"LONG SPACED ATC-O" OFF DISTANCE(SO). z Q a a a a a a ON CENTERS. UNLESS OTHERWISE NOTED ON FND PLAN FOR Z.STEMWALL FOUNDATION SHALL BE MONO POUR SPECIAL ANCHOR BOLT SPACING UNDER THE SHEAR PANELS PLACE ANCHOR BOLTS AT THE CENTERLINE OF THE SILL PLATE. TABLE 2.1 SILL PLATE WASHERS SHALL BE 3"x 3"x 0.229",HOT DIPPED GALV.(HDG200), SIMPSON STRONG=TIE UNLESS NOTED OTHERWISE ON THE PLANS. HDU + I r� T - WHERE PLATE IS DRILLED OR NOTCHED MME v 6"-8"MAX* i THAN ONE-THIRD WIDTH OF THE PLATE,SILL 12"MIN. BOLTS SHALL BE PLCED 12"MAX.EACH SIDE.OF CUT FOR 7/8" O Q � DIA.SSTB FOR POST SIZE A.BOLT SPACING AT - FOR FULL *=7 x BOLT DIM.MIN. 6' MIN& SEE TABLE 2.1 8"MAX 6-0"O.C.MAX,ORAS x a� _ � � w 6"-8"MAX* -ANCHOR BOLT SILL PLATE D.F./P.T. NOTED ON FIND PLAN H TABLE LOAD " U &SHEAR WALL SCHEDULE ANCHOR BOLT w e PLACE A ; U ^a DIAGONAL •, x " x �'"''� F-i — 3 x 3 x 0.229"SQ.WASHER &SILL PLATE x , , F- •° ;: ° E� ®I TYPICAL PHD r+l !.-� W o ■ ; w j IN CORNER �J'° I A HOEDOWN INSTALLATION AS APPLICATION ■ i �' ii`• LOCATE ` v° � � •:i � R' ®� W ° < ill c . 6%8"MAX* APPROX.45 •i ?? ¢ ti �i Q I I PROJ. THD ■ _ `� i' `u 1 FROM WALL :? EPDXI IN PLACE EPDXI IN PLACE ` r oM °k1� a ®I < 6"-8"MAX. i ---- 6' \' }i •°b i ( I�?' ;� { Y' si a �"1 0 6"-8 MAX. 6 -8 MAX. �, - Y Y 5 MIN. FIND WALL 1 3/4" 2 x 4 SILL PLATE -- S— G F ORCONCSLAB II ( ) 5"MIN. ; �\11E �1�i rClildUi > la�?Te� TYP. LAYOUT FOR SILL PLATES 4 2 3/4"(2 x 6 SILL PLATE} L 13/4"MIN. t �� • y' ' o SILL PLATE SEALER 5/8"0 BOLT I I 13/4"MIN. - AB® 1 -.I I► 3 3/4"(2 x 8 SILL PLATE) CONNTINUOUS i , ��G a� A DETAIL 1 TYP. EPDXY ANCHOR BOLT SPACING CORNER INSTALLATION STEMWALL END WALL SILL PLATE & ANCHOR BOLTSDETAIL AJD- 1 SIMPSON STRONG-TIE QRpFESS>+ON SSTB(IN PLAN VIEW) Q SHA NOTE: NOT ALL POSSIBLE CONFIGURATIONS SHOWN SIMPSON STRONG--TIE HDU EPDXIINPLACE �� CIVIL SILL PLATE & ANCHOR BOLTS DE'T'AIL HB- 1- TYP. _ NOTE: NOT ALL POSSIBLE CONFIGURATIONS SHOWN (n HOLDOWN ANCHOR EXP. DATE BOLT INSTALLATION rF 0F CAL1F NOTE: ALL HOLDOWN INSTALLATION AND PARTS THEREOF SHALL BE PER MANUFACTURER'S SPECIFICATIONS ch O CV w Z Q vi N Z = Q U w wcy- a x E_ a U x PROJECT NO. .� 1 7 STRUCTUR-AL SECTIONS DRAWING NO. & DETAILS REV.OCT 2009 Z w Z � JOIST HANGER SCHEDULE 2-2x PLATES 4'-0"x4'-0"MAX. 'Z W Q o Q w 2X@16 O.C. www=R X� TABLE R602.3(1) MIN.4-16d OPENING SIZEmmol`_0 J Z FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NAILS J J w Q S 0 UNLESS NOTED OTHERWISE ON THE PLANS,JOIST AND BEAM HANGERS SHALL BE NUMBER AND TYPE OF ITEM DECRITION OF BUILDING ELEMENTS SPACING OF FASTENERS AS FOLLOWS: 0 vi w W Z Z a Z> FASTENER °'` I-w w?w Q Roof JOIST JOIST HANGER FASTENERS REMARKS 2X4 STRONG BACK STUDS @ U Z w O( U 1 Blocking between joist or rafters to top plate,teo nail 3-8d(2 1/2 x 0.0113") SIZE MODEL NO. 16"O.C. O 0 E iE W Q,W HEADER JOIST (TYP.U.N.O.) - to W t- O x Q 2 Ceiling joist to plate,toe nail 3-8d(2 1!2 x 0.0113") 2-16d NAILS @ EACH 16d @ 8"O.C. Q w>U J 3 n Q 3 Ceiling joist not attached to parallel rafter,laps over partitions. 3-10d 2X4 U24 4-16d 2-10dxl 1/2 JOIST NAILS MUST BE CEILING JOIST JOIST OR RAFTER,TYP. m 0 N face nail CEILING JOIST 2X6 U26 6-16d 4-10dxl 1!2 DRIVEN AT AN ANGLE w �� V)0w�t=ow�Q 4 Collar tie rafter,face nail or 1 1/4"x 20 gage ridge strap 3-10x(3"x 0.128" 2X8 U26 6-16d 4-10dxl 1/2 THROUGH THE JOIST INTO i" \ i / w Q p 0-D0 0 z 5 Rafter to plate,toe nail 2-16d(3 1/2"x 0.135") 2X10 U210 10-16d 6-10dxl 1/2 HEADER. ' O cn J O g r O 0 Roof rafters to ridge,valley or hip rafters: 2X12 U210 10-16d 6-10dxl 1/2 i" �.X"� >.w O F U w Q Z 4-16d(3 1/2"x 0.135") p 0 O w 6 toe nail 2X14 U214 12-16d 8-lodxl 1/2 cr_ ��a \ i DOUBLE JOIST OR \ a- J o LJ_o m�z face nail 3-16d(3'!2"x 0.135") RAFTER @ OPENING Of O Wall 4X8 HUS48 6-16d 6-16d JOIST NAILS MUST BE i w F zz wO O 0 W U 7 Built-upcomer tuds 10d 3"x 0.128" 24"o.c. 4X10 HUS410 8-16d 8-16d DRIVEN AT AN ANGLE i" KING STUD n Q Z w z Z 8 Buit-u header,two pieces with 112"spacer 16d(3'/2"x 0.135" 16"o.c.alongeach edge 4X12 HUS412 10-16d 10-16d THROUGH THE JOIST INTO 2-2X SILL PLATE i / \ N o�U z- 4X14 HUS4121T 10-16d 8-16d HEADER. WINDOWS TYP. t-_0 o Q mp Q 9 Continued header,two pieces 16d(3'!2"x 0.135") 16"o.c.along each edge SB @ ( ) i Z[�J 4X16 HUS4141'F 12-16d 8-16d ETAIL -- TRIMMER TYP. FOR JOIST HANGERS w z C)cn m x Z 10 Continuous header to stud toe nail 4-8d(2 1/2"x 0.113" i SEE HEADER SEE JOIST HANGER �-N= -w OW�.-MM 11 Double studs,face nail 10d(3"x 0.128'') 24"o.c. SCHEDULE SCHEDULE, U Q m'�w 0_J w 6X6 HU66TF 10-16d 4-16d THE MINIMUM HEADER TYP. STRONG BACK DETAIL THIS DWG O U w U w w J O V) 12 Double top plates,face nail 10d(;s"x 0.128") 24"o.c. 6X8 HU68TF 12-16d 4-16d OR LEDGER SIZE SHALL SILL PLATE O Z m Z n.m Double top plates,minimum 48"offset of end joints, 6X10 HU610TF 14-16d 6-16d BE 3x U w 13 8-16d(3 1/2"x 0.135") face nail in lapped area 6X12 HU612TI� 16-16d 6-16d NOT ALL POSSIBLE CONFIGURATIONS SHOWN = QQ=OQwx M=t-zaw 14 Sole plate to Joist or blocking,face nail 16d(31/2"x 0.135" 16"o.c. 6X14 HU614TF 18-16d 8-16d 15 Sole plate to joist or blocking at braced wall panels 3-16d(3 1/2"x 0.135") 16"o.c. 6X16 HU616TF 20-16d 8-16d 3-8d(2 1/2"x 0.113" 16 Stud to sole plate,toe nail 2-16d(3 11or 2"x 0.135") NOTE: FOR ADDITIONAL INFORMATION&DETAILS,REFER TO SIMPSON DETAIL CO- 17 STRONG-TIE CONNECTORS CATALOG. OPENING WIDTH top or sole plate to stud,end nail 2-16d(3 1/2"x 0.135") top plates,laps at corners and intersections,face nail 2-10d 3"x 0.128" TYP. OPENING DETAIL IN CEILING FRAMING 19 1"brace to each stud plate,face nail 2-8d(2 1/2"x 0.113') 2 staples 1 3/4" DETAIL ' O 2-8d(2 1/2"x 0.113") NOT ALL POSSIBLE CONFIGURATIONS SHOWN 20 1"x 6"sheathing to each bearing,face nail 2 staples 1 3/4" R 1"x 8"sheathing to each bearing,face nail 2-8d(2 1/2"x 0.113" ) 21 2 staples 1 3/4" HEADER As OPENING DETAILS IN PARTITION WALL U1 Wider than 1"x 8"sheathing to each bearig,face nail 3-8d(2 1/2"x 0.113") NOTED ONN MSTI 72 U.N.O. GABLE TOP PLATES Z 22 4 staples 1 3/4" FRAMING PLAN- BLOCKING ® o Floor NOT ALL POSSIBLE CONFIGURATIONS SHOWN 23 Joist to sill or irder,toe nail 3-8d(2 1/2"x 0.113") J m � M TOP PLATE w 24 2-8d(2 112"x 0.113") TOP PLATE NAILING a. Z o 2 staples 1 3/4" CS16 EA.FACE-- CZ LU U 11111 17111111 25 1"x 6"subfloor or less to each joist,face nail 2-16d(3 112"x 0-135") 14 2X @ 16"O.C. � � Q w co rn 8d 2 112"x 0.113" 6"o.c. POST STUD t - z cp Q 26 Rim joist to top plate,toe nail(roof applications also) ( ) o 27 2"planks(plank beam-floor&roof) 2-16d(3 1/2"x 0.135") at each bearing 14" 2-2X PLATES LJ O �- Nail each layer as follows: CS 16 ®rAk U v 3"x 0.128" 32"o.c.at top and bottom and 10d 28 Built-up girders and beams,2"lumber layers ( ) staggered.Two nails at ends and at each splice 3 1/2"x 0.135" At each joist or rafter MIN.4-1 Z 3-16d 29 Ledger strip supporting joist or rafters ( ) 1 NAILS W 30 3/8"-1/2" 6D common(2"x 0.113")nail(subfloor wall) 6 129 STUDSO.C. @ 8D common(2 1/2"x 0.131")nail(roof) 5/16"-1/2" 6D common(2"x 0.113")nail(subfloor wall) S DETAIL BPJ (TYP.U.N.O.) 31 8D common Z 112"x 0.131" nail roof 6 12 32 19132"-1" 8D common(2 112"x 0.131")nail(roof) 6 129 ' 33 1 118"-1 1I4" 10D common(3"x 0.148")nail or TYP. POST TO BEAM CONNECTION ' 8D common(2 112"x 0.131")deformed nail 6 12 \ i / DETAIL Other wall sheathing 1/2"structural cellulosic 112"galvanized roofing nail,7/16"crown or V UNLESS OTHERWISE NOTED ON THE PLANS 34 fiberboard sheathing crown staple 16 ga.,1 1/4"long 3 6KING STUD \ / NOTE: NOT ALL POSSIBLE CONFIGURATION'S SHOWN / \ 25132"structural cellulosic 1 3/4"galv.roofing nail,7/16"crown or 2-2X SILL PL TE ' \ fiberboard sheathing 1"crown staple 16ga.,1 1!2"long 3 6 35 R TYP. 36 1/2" sum sheathing1 1/2"galv.roofingmaii;staple gals. 7 7 @WINDOW / / \ TRI_ gyp 1 1/2"long;1 1/4 screws.Type W or S \ SEE HEADER 13/4 1.galv.roofing Piail;staple galv. SCHEDULE 37 5/8"gypsum sheathing 15/8"long;1 518"screws.Type W or S 7 7 Wood structural panels,combination subfloor underlayment to framing SIE LL PLAT 38 3/4"and less 6d deformed(2"x 0.120")nail or 6 12 0 8d common(21/2"x 0.131")nail I'l ILiLL 8d common(2 1/2"x 0.131")nail or 39 718"-1" 8d deformed(2 1/2"x 0.120")nail 6 12 z 0 10d common3"x 0.148 ( )nail or OPENING WIDTH L-40 1 118"-1 1!4" 6 12 8d detormed(2 112 x 0.120")nail For SI:1 inch=24.4 mm.,1 foot=304.8 mm,1 mile per hour=0.447 m/s;Iksi=6.895 MPa. a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framig and sheathing connections shall have minimum DETAIL WO- 1 average bending yield strenghts as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ski for sank diameters larger than 0.142 inch but not o w larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. a b. gage are Staples 16 a e wire and have minimun 716 inch diameter crown wdth. w M P C. Nails shall be spaced at not more than 6"o.c.at all supports where spans are 48"or greater. OPENING DETAILS 11V GABLE WALL v d. 4-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2) 1:4 f. For regions having basic wind speed of 110 mph or greater,8d deformed(2 1/2"x 0.120)nails shall be used for attaching plywood and wood stuctural panelroof N sheathing to framing within minimum 48"distance from gable end walls,if mean roof height is more than 25'up to 35'max. NOT ALL POSSIBLE CONFIGURATIONS SHOWN Q g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6" on center.When basic speed is greather than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for minimum 48"distance from ridges,eaves and gable end walls;and 4"o.c.to gable wall end framing. z h. Gypsum sheathing shall conform to ASTM C 1396 and shall be instaled in accordance with GA 253.Fiberboard sheathing shall conform to ASTM c 208 a o 4 a o a L Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. PIPES IN WALLS. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blockin.Blocking of roof or floor sheathing panel edges perpendicular to the framing memebers need not to be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing memebers or solid blocking. STUD PARTITIONS CONTAINING HEATING,OR OTHER PIPES SHALL BE FRAMED AND THE JOINTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE lar"EADER SCHEDULE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS,THE JOISTS 7/8" 00��-- 13/8„ a (UNLESS OTHERWISE NOTED ON PLANS) CS16 STRAP UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE HEADER @ ALL EXTERIOR OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING,HEATING,OR OTHER PIPES ARE Z O MAX SPAN' REMARKS REMARKs CORNERES(TYP.} UPPER PLATE of UE TO OUTSIDE PLACED IN OR PARTLY IN A PARTITION,NECESSITATING THE CUTTING OF THE SOLES OR Q� STUD,TYP- WALL TO CONTINUE TO OUTSIDE 3-16d NAILS @ EA. l r� 4'-0" 4x12 ON EDGE/ DOUBLE TRIMMER(SINGLE (BELOW TOP PLATES) FACE OF WALL INTERSEPTING PLATE PLATES,A METAL TIE NOT LESS THAN 1/8 INCH THICK AND 1-1/2 INCHES WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN W (� TRIMMER @ PART.WALL ONLY) TERMINATE LOWER PLATE AT CS16 STRAP U w 6'-0" 4x12 ON EDGE/ DOUBLE TRIMMER STUD.TYP. W „ owe 12-6d NAILS AS DE(MIN.) (BELOW TOP PLATES) @ REENTRANT FOUR 16d NAILS. U ® � 4 8'-0" 4x12 ON EDGE/ DOUBLE TRIMMER e . BOTT.PLATE SPLICE CORIVERES(TYP.} 2x4 STUD 2x6 STUD w O � a V) e JOINT(BELOW) 71 A TOP PLATE SPLICE JOINT(ABOVE) STUD TO FIT REGISTER FACE PLATES(OR SOLES) NOTCHING EXTERIOR AND WALLS -.r ;gild n+� D P W Q rte^" 10'-0" 4x14 ON EDGE/ DOUBLE TRIMMER EXTERIOR • OPENING IN TOP P� PLYWOOD,TYP. o e • e i ,i • • s • s • e • i\' 6-16d NAILS . • x i . e . . . o e . • . e° CONNECTION OF TOP PLATES)) 6-16d NAILS • --13"TYP. 4'-0"(MIN.) (CONNECTION OF TOP PLATES) 3-16d NAILS @ EA. -e ' TERMINATE LOWER PLATE AT TOP PLATES U �3 INTERSEPTING PLATE,TYP. O � (OR SOLES) �' 8'-0"(MIN.)LAP SPLICE THE FACE OF WALL 13"TYP. / METAL TIE _ ` "( SUBFLOOR EV E`' w AT INTERSEPTING WALL !F L t Ur 1/8"X 1 1/2" H .�, x E.. WIDE,EACH JUPPER PLATE OF INTERSEPTIVE SIDE OF ��—17/16" Elv ��ec1 2 1/`1" 5 e" SPLICE PLATE OVER STUD ONLY CUT PLATE 4'-0" 4x12 ON EDGE/ DOUBLE TRIMMER(SINGLE WALL TO CONTINUE TO INSIDE L a TRIMMER @PART.WALL ONLY) FACE OF WALL AND OPENING A o SUBFLOOR 2 O 6'-0" 4x12 ON EDGE/ DOUBLE TRIMMER BLOCKING FOR DUCT O w ESS > 8'-0" 4x12 ON EDGE/ DOUBLE TRIMMER DETAIL CR JOIST-- SUPPLY DUCT 16d NAILS PIPE �e SHA fo a J 10'-0" 4x12 ON EDGE/ DOUBLE TRIMMER TYPICAL PLATE LAP CORNERS BUILDING EXTERIOR SPACE l � WALL REENTRANT CORNER '� 2�so�� c, NOTE: & INTERSECTIONS FOR DUCT T 2x4 STUD '�-2x6 STUD � m HEADERS SHALL BE 6x MEMBERS IN 2X6 STUD WALLS,TYP. BLOCKIirG NOT ALL POSSIBLE CONFIGURATIONS SHOWN NOT ALL POSSIBLE CONFIGURATIONS SHOWN NOTCHING NONBEARING STUDS �* EXP. DATE 2X4 SHADED AREA SUBFLOOR9�OF CAS-�F�¢�\P BLOCKING INDICATES OVERLAP TOP SOLID MEMBER _/---- - r- - ------- ------'---• i-------- i--- ---- --- ------ ----------- PLATES TO TIE SHAPED I , ® DETAIL TOGETHER WN - In X_ NOTCH w G WOOD STUDS N I I �---- j �----- I r—•--- I r----- I r---- ---� �--- ---� r-- ----__ `----_ I 1 1 i I i 1 I i I i I I JOIST O I I I I I WOOD I �-OVERLAP TOP PING N = I I 1 I I 1 i 1 i I I PLATES TO TIE PARTITION NOT ALL POSSIBLE CONFIGURATIONS SHOWN Z 3-2X4's I I 3-2X4's ( I \-3-2X4's I I LATH I I 4X6 1 I 3-2X4's 1 ( 3-2X4's STUDS ® 3 ® U w w -2X4�s TOGETHER F Q a w \---WALL FINISH(TYP.) f"" 13057 PROJECT N0. TYP. CORNER & INTERSECTING WALL FRAMING DETAIL (BEARING & PARTITION WALLS ONLY) NON-RIGHT ANGLE WALL CORNERS ss SIMPSON HSS @STUD WITH TYPICAL SECTION"'1.! DRAWING NO. DETAIL CS PIPE PENETRATION & DETAILS (TYPICAL NOT ALL POSSIBLE CONFIGURATIONS SHOWN