Loading...
13060086 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 22184 VIA CAMINO CT CONTRACTOR:BERRY HAROLD E AND PERMIT NO:13060086 BEVERLY M OWNER'S NAME: BERRY HAROLD E AND BEVERLY M 22184 VIA CAMINO CT DATE ISSUED:06/11/2013 OWNER'S PHONE: 4087325352 CUPETINO,CA 95014 PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL❑ COMMERCIAL E] License Class Lic.# KITCHEN REMODEL 195 SQ FT TO INCLUDE RECONFIGURATION OF KITCHEN,PANEL UPGRADE 200 Contractor Date AMP I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000)of Division 3 of the Business&Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$30000 I have and will maintain Worker's Compensation Insurance,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this APN Number:32646009.00 Occupancy Type: permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct.I agree to comply with all city and.county ordinances and state laws relating WIT18 DAYS OF PERMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 DA OM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the Issued by: Date: granting of this permit. Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed.If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) 1,as owner of the property,am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project(Sec.7044,Business&Professions Code). I have read the hazardous materials requirements under Chapter 6.9$of the California Health&Safety Code,Sections 25505,25533,and 25534.-I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and the declarations: Health&Safety Code,Section 25532(a)should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Section 5505,25533,and 25534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent: Date:Al l3 permit is issued. I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I 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 ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Signature Date,6 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 22184 VIA CAMINO CT CONTRACTOR:BERRY HAROLD E AND PERMITNO:13060086 BEVERLY M OWNER'S NAME: BERRY HAROLD E AND BEVERLY M 22184 VIA CAMINO CT DATE ISSUED:06/11/2013 OWNER'S PHONE: 4087325352 CUPETINO,CA 95014 PHONE NO: ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL❑ COMMERCIALE] License Class Lie.# KITCHEN REMODEL 195 SQ FT TO INCLUDE RECONFIGURATION OF KITCHEN,PANEL UPGRADE 200 Contractor Date AMP I hereby affirm that I am licensed under the provisions of Chapter 9 REVISION#1-REMOVE(E)WALL BETWEEN KITCHEN& (commencing with Section 7000)of Division 3 of the Business&Professions FAMILY ROOM-ISSUED 6/27/2013 Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. Sq.Ft Floor Area: Valuation:$30000 I 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:32646009.00 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 180 DAYS OF PERMIT ISSUANCE OR to building construction,and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We)agree to save 180 DAYS + AS ALLED 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 Is a e: 2 3 with all non-point source regulations per the Cupertino Municipal Code,Section 9.18. RE-ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed.If a roof is installed without first obtaining an inspection,I agree to remove all new materials for inspection. OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS"A"OR BETTER I,as owner of the property,or my employees with wages as their sole compensation, will do the work,and the structure is not intended or offered for sale(Sec.7044, Business&Professions Code) 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 I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally,should I use equipment or devices which emit hazardous Compensation,as provided for by Section 3700 of the Labor Code,for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code,Chapter 9.12 and I have and will maintain Worker's Compensation Insurance,as provided for by the Health&Safety Code,Section 25505v,285533,and 25534. Section 3700 of the Labor Code,for the performance of the work for which this Owner or authorized agent:� `ti t Date: permit is issued. I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. If,after making this certificate of exemption,I 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 ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities,judgments, costs,and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit.Additionally,the applicant understands and will comply with all non-point urce regulations per the Cupertino Municipal Code,Section Licensed Professional 9.18. Z Signature ~�� �" Date C Z CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 22184 VIA CAMINO CT DATE: 06/27/2013 REVIEWED BY: MELISSA APN: 326 46 009 BP#: / :30(90n%_ *VALUATION: Iso *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/ Repair PRIMARY SFD or Duplex PENTAMATION 1GENRES USE: p PERMIT TYPE: WORK REVISION# 1 - REMOVE E WALL BETWEEN KITCHEN & FAMILY ROOM SCOPE 'Wech_Plan "hickT-F Plmwh. Plcrr,i head- Elec.Plcar?Check —1-1.Perwil Fee.. Plurzb.Perrnii'Fee: flee. Permit Fee: Other'b'ec17.Insp. thher Plunx77 Insp. 01h r Eke.insp. -llech.Insl.�.Fee: Ph4n7h. h7sp.Fee: Elec.Insp.Fee: NOTE:This estimate does not include fees due to other Departments(Le.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc). These ees are based on the prelimina information available and are only an estimate. Contact the Dept./or addn'1 info. FEE ITEMS (Fee Resolution 11-053 E . 711/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? Q Yes Q No $0.00 0 hours Plan Check,Hourly Suppl.PC Fee: Q Reg. 0 OT 0.0 hrs $0.00 $133.00 ISTPLNCK PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp.Fee:Q Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 r. <.Cii[Sjr?(Ct"if1}2 :�7T: ,j,hninisirYl[riv pec?: Work Without Permit? 0 Yes (D No $0.00 ) Advanced Planning Fee: $0.00 Select a Non-Residential E` Building or Structure to t .'JD_'.,v i1.jvar ;o,7 Fees,. Strong Motion Fee: $0.00 Select an Administrative Item Bldg Stds Commission Fee: $0.00 SUBTOTALS: $0.00 $133.00 TOTAL FEE $133.00 Revised: 04/29/2013 CITY OF CUPERTINO FEE ESTIMATOR-BUILDING DIVISION ADDRESS: 22184 VIA CAMINO CT DATE: 06/11/2013 REVIEWED BY: MENDEZ APN: BP#: *VALUATION: 1$30,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration/ Repair PRIMARY PENTAMATION USE: SFD or Duplex PERMIT TYPE: 1 R3SFDRE WORK KITCHEN REMODEL 195 SQ FT TO INCLUDE RECONFIGURATION OF KITCHEN PANEL SCOPE UPGRADE 200 AMP Xkch. flan Check Phunb.Plan Check Elec.Plan Check 0.0 hrs $0.00 L1e11,.Permit Fee: Plumb.Permit Fee:, Elec.Permit Fee: IEPERMIT Other Afech.Insp. Other Plumb Insp. LLJ Other Elec.Insp. 0.0 �rs $45.00 Alech.Insp.Fe Plumb. hap.Fee: Elec.Insp.Fee: NOTE:This estimate does not include fees due to other Departments(Le.Planning,Public Works,Fire,Sanitary Sewer District,School District,etc). Theseees are based on the prelfmina information available and are only an estimate. Contact the De t or addn'1 info, FEE ITEMS(Fee Resolution 11-053 E . 7/1/12) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 F-1-95-1 s.f. Remodel,Kitchen(<=300 sf) Suppl. PC Fee: 0 Reg. Q OT 0.0 1 hrs $0.00 $600.00 IREMREMUT PME Plan Check: $0.00 200 amps Electrical Permit Fee: $0.00 $45.00 1 1BELEC200 Services Suppl. Insp.Fee.0 Reg. Q OT 0.0 1 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $45.00 Construction Taff., Administrative Fee: IADMIN $42.00 Work Without Permit? ® Yes (j) No $0.00 E) Advanced Planning Fee: $0.00 Select a Non-Residential Travel Documentation Fee: ITRAVDOC $45.00 Building or Structure i Strong Motion Fee: IBSEISMICR $3.00 Select an Administrative Item Blda Stds Commission Fee: 1BCBSC $2.00 $137.00 $645.00 $7.82.00 Revised: 04/29/2013 CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 (408)777-3228• FAX(408)777-3333•buildingQcupertino.org CUPERTIN[O ❑NEW CONSTRUCTION El ADDITION ❑ ALTERATION/TIP r� REVISION/DEFERRED ORIGINAL PERMIT-4 PROJECT ADDRESS ,/ �" C7. � I f�APN' r OO 9 OWNER NAME���® CJrY y F� �' PHO � ,�-/J.2-73Y2--, E m/ o/�L6r�Lo LL Gd�GG STREET ADDRESS CITY, STAT �J FAX CT CONTACT NAME M ✓V V n '?r y PHONE E-MAIL STREET ADDRESS CITY,STATE,ZIP FAX OWNER ❑ OR'NER-BUMDER ❑ OWNER AGENT ❑ CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER. ❑ DEVELOPER ❑TENANT COIN'TRACrOR NAME LICENSE NUMBERLICENSE TYPE BUS.LIC A 7 COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE ARCHITECT ENGINEER NAME �p/�J�-" "�-/�a�M�jf/` LICENSENUMBER-�/ 7 BUS.LIC 9 COMPANYNAM ✓ i/'•,�n_/e S/'� v�v' / �/JN EMAIL ',e ( IIJIV / Gtnt SL LfJ�/LC FAX SCJC-� STREET ADDRESS CITY,STATE,ZIPC A q /!l G PHONE 2 DESCRIPTION OF WORKn n p�� fiC- V1 5-7 fu !2c(/Yl �� G�/22� ,� v� G 6-P A—,tom EXISTING USE PROPOSED USE CONSTR.TYPE n STORIES USE TYPE OCC. SQ.FT. VALUATION($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREETOTALDFCK/PORCH AREA GARAGEAREA: DETACH ❑ATTACH m DWELLING UNITS: ND UNrr ❑YES SECONDSTORY ❑YES DED? ❑NO ADDITION? ❑NO PRE-APPLICATION El YES IF YES,PROVIDE COPY OF IS THE BLDG AN ❑YES EI I tolli� ��' �i� ii?' TOTAL VALUATION: PLANNING APPL- F-1 NO PLANNING APPROVAL LETTER EICHLERHOME? ❑N ,i.,it} } By my signature below,I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have pro ided is correct. I�e,.reiad the Description of Work and verify it is accurate. I agree to complywith all applicable local ordinances and state laws relatinobuil ink constructiozerepresentatives of Cupertino to enter the above-id tified p operty for inspection purposes.Signature of Applicant/Agent`� �L( Date: L l SUPPLEEN AL INFORMATION RE �F� Pir r J IV PLAN CHECK TYPD ��1ROU�I- MQSLIP 'a. _New SFD or Multifamily dwellings: Apply for demolition permit for P ❑ ovER TcouNZER ❑ m.ill,I BUILDINGP on perms required or to LANREVIRR t existing building(s). Demolition is priissuance of buildingi' a permit for new building. EaPRESS li ; ,a�ii ir❑ iP1GP�ANREVIEW' _Commercial Bldgs: Provide a completed Hazardous Materials Disclosure arYDARD � � " "❑li rusi.IcwoRi~s�� form if an Hazardous Materials are being used as art of this project. 3 a p p J ❑ LARGE hli o t�f ❑ FII2EDEPT7� i �� "li i�I l _Copy of Planning Approval Letter or Meeting with Planning rior to �, I�I,14'J�'"ui�;� ,� ° ' „u 1 submittal of Building Permit application. p, oR �� ,i,� �t Ii OhrsANrrnxYsR�Isxiuc ���� ..,fit I�i�ll��•', �i �II i, jil��I��I i�, ����� _ I '�' �,: � � 9�f l?;� T,hil�i i��,{I����I��I I I ii';< �,�IIa; L'.' -❑ ENVIItO1VMENTAL+BEALTH. �,i.. .1.-'.: Bld&4pp_2011.doc revised 06/21/11 GENERAL PERMIT APPLICATION �u MEP COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255 Ou � 'SC CUPERTINOM (408)777-3228•FAX(408)777-3333•buildingCftuper ino.oro PLUBING ONECHANICAL EIELECIRICAL EIMISCELLANEOUS PROJECT ADDRESS 7-1-19,q -jO APN# O D ' v o OWNER NAME PH NE E-MAIL L r 73 2 —5 -r A4iCAo C h- STREET ADDRESSI CITY,STATE,ZIP i /AX CONTACT NAME /I PHO f576 E- '` STREET ADDRESS CITY,STATE,ZIP FAX ❑OwNER ❑ OwNER-BUILDER ❑OWNER AGENT ❑CONTRACTOR ❑CONTRACTOR AGENT ❑ ARCHITECT ❑ENGINEER ❑ DEVELOPER 0 TENANT CONTRACTORNAME LICENSE NUMBER LICENSE TYPE BUS.LIC# r� COMPANY NAME E-MAIL FAX STREET ADDRESS ; CITY,STATE,2IP PHONE ARCHITECT/ENGINEER NAME - LICENSE NUMBER BUS.LIC# COMPANY NAME E-MAIL FAX STREET ADDRESS CITY,STATE,ZIP PHONE USE OF FD o DUPLEX 0 MULTI-FAMILY PROJECT IN WILDLAND ❑YES PROJECT IN ❑YES IS THE BLDG AN ❑YES BUILDING: ❑COMMERCIAL URBAN INTERFACE AREA ErNO FLOOD ZONE 2150 EICHLER HOME? .2190 DESCRIPTION OF WORK r.1 �M „a t Zd IJ -J I-! o - r 5 / TOTAL VALUATION: RECEIVEDB -44 r v r By my signature below,I certify each of the ollowing: I am the property owner or authorized agent to act on a owner's behalf I have read this application and the information I have prow is correct. I have read the Description of Work and verify it is ac . I agree to comply with all applicable local ordinances and state laws relay to constmeti�oon. I�thor resew tives of cupertino to enter the abov_e-id!l ed tOperty for inspection Proposes. Signature of ApplicanttAgent: /t l Date: l/? 6` SUPPLEMENTAL INFORMATION REQftUD OMCs USE ONLY k M-COUNrER ❑ EXPREss ❑ STANDARD - v `❑ LARGE w ❑ MAJOR MEPMiscApp_2011.doc revised 06/21111 OWNER-BUILDER DISCLOSURE FORM COMMUNITY DEVELOPMENT DEPARTMENT•BUILDING DIVISION 10300 TORRE AVENUE•CUPERTINO,CA 95014-3255- CUPERTINO (408)777-3228•FAX(408)777-3333•building(Wcuoertino.org Dear Property Owner(s): An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at: SITE ADDRESS L �Ay `' APN 37-6- 46 -00 BP# 2 � V 1�� r �f7 O NAME �2 OWNER ADDRESS LJ> r DESCRIPTION OF WORK: V We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make) aware of your responsibilities and possible risk you may incur by having this permit issued in your.name as the Owner-Builder. We will not issue a building permit until you have read,initialed your understanding of each provision,signed,and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you,the property owner,obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENWI)VERIFICATION OF INFORMATION WIR CT10NS:Please read and initial each statement below to signify you understand or verify this information.) 1. 1 understand a frequent practice of unlicensed persons is to have the property owner obtain an"Owner- Builder"building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I,as an Owner-Builder,may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries.I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. . I understand as an"Owner-BuilderI am the responsible party of record on the permit. I understand that I may rotect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. 4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. Atotalue I understand if I employ or otherwise engage any persons,other than California licensed Contractors,and the of my construction is at least five hundred dollars($500),including labor and materials, I may be considered an"employer"under state and federal law. Ounderstand if I am considered an"employer"under state and federal law, I must register with the state and ederal government,withhold payroll taxes,provide workers'compensation disability insurance,and contribute to unemployment compensation for each"employee."I also understand my failure to abide by these laws may subject me to serious financial risk. 1 understand under California Contractors'State License Law,an Owner-Builder who builds single-family TrSidential structures cannot legally build them with the intent to offer them for sale,unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year,or all of the work is performed under contract with alicensed general building Contractor. �8. 1 understand as an Owner-Builder if I sell the property for which this permit is issued,I may be held liable for any financial or personal injuries sustained by any subsequent owner(s)that result from any latent construction defects in the workmanship or materials. OwnerBuilderForm 2010.doc revised 04/14/10 i � Y I understand I may obtain more information regarding my obligations as an"employer"from the Internal en ue Service,the United States Small Business Administration,the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors'State License Board(CSLB)at 1-800.321-CSLB(2752)or www.csib.ca.gov for more information about licensed contractors. 0. 1 am aware of and consent to an Owner-Builder building permit applied for in my name,and understand that I m the party legally and financially responsible for proposed construction activity at the site address listed above. 11.1 agree that,as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. 12. I agree to notify the issuer of this form immediately of any additions,deletions,or changes to any of the nform ationn I have provided on this form.Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license,the Contractors'State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint.Your only remedy against unlicensed Contractors may be in civil court.It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while wonting on your property,you may be held liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contractors,you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers'compensation insurance coverage. CONSTRUCTION LENDING AGENCY (DIRECTIONS:Please complete the following construction lending agency information.) I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Lender Name: r Lender Address: Before a building permit can be issued,this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note:A copy of the property owner's driver's license, form notarization,or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's si nat Property Owner's Signature: Date: ( I G (NOTE. 'The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner-Builder). AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to property Owner,the execution of which I understand is my personal responsibility, I hereby authorize the following person(s)to act as my agent(s)to apply for,sign,and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project(or Description of Work): Project Location or Address: Name of Authorized Agent: Tel No Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy.Note:A copy of the property owner's driver's license, form notarization,or other verification acceptable to the City may be required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: OwnerftilderForm 2010.doc revised 04/14/10 Building Department City Of Cupertino LM 10300 Torre Avenue Cupertino,CA 95014-3255 Telephone: 408-777-3228 C O P E RT I N O Fax: 408-777-3333 CONTRACTOR/SUBCONTRACTOR LIST JOB ADDRESS: ;Z�2, fes; PERMIT#, OWNER'S NAME: �­ti a 6,-V' ti� may PHONE#: GENERAL CONTRACTOR: BUSINESS LICENSE# ADDRESS: CITY/ZIPCODE: *Our municipal code requires all businesses working in the city to have a City.of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTIONS) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE.OBTAINED,A, CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicable subcontractors and complete the following information SUBCONTRACTOR BUSINESS NAME BUSINESS LICENSE # Cabinets &Millwork Cement Finishing v" Electrical Li✓�WZc-t j*^�z�c-g c 1 " Excavation Fencing Flooring/Carpeting Linoleum/Wood Glass/Glazing Heating Insulation Landscaping Lathing Masonry Painting/Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner/Contractor Signature Date T J5-4 -(L-L y 13e—&42-,,e J �14 VI-A- CA-1A,,',0 REVISIONS BY 6n JLOO I-- C, I CIA 9 06/11/13 -DB 244 1/8 '06 113 7/8 130 1/4 —347/8---- 30 5— 30 3/4- --- —371/2-- = Is ---------------------- 7 7. T' 0 ----------- DBL OVEN o REFER 2 w. !; COOKTOP co n e T r B e r r i e n y it LA.- QJ C 1:1 Do� 0 CL ........... L11c- CO Lb K h E7 NOTE: ................ :14 THESE PLANS AND 5PECIFICATIONS.WHEN APPROVED By CUSTOMER,TAKE PRE5CEDENCE OVER ALL PREVIOUS PL4N5 AN D CUSTOMER 5PECI FICATI ONS,WRITTEN va VEkBALOR IMPLIED. ............. LT APPROVAL: 7-1 1 UIA I. x eo 0 ; G00e Date: 06111113 3 N2 31 9/ 25 7/8 Scale: 112 1/2— —.------ 102 7/16 ----------24715/16-------- David 4715/16David Baeza Sheet 7 of 14 l REVISIONS BY 06/11/13 DB Trays 1 --- ' _-4 4 4 4 4 4 --- ` I C3J.i 36 Li ;1 1-- 351/4. n \. -- L � :SII: a 81/2 ! C �3 ! 5 I, 2�1 L_ 4 2- * 2 - 2 i\ �II - If �M a % - `HOOD ( ' 36 \ P: coo - _� 1 I , 112- —1, e 3 1 / 4 r I 18 18 4 \ 2 *DBL OVEN* 2 r �:a I 281/2 *REFER* 1,36 COOK TOP* 36 5 (louts v _._.._: ... o 2314 34,12- 23L4' Panels .I 15 3/4 /2 — 1 to 33/ F ------ - —1 1 I 2 . -_ I WR 114 cV 341/2 Ra110 '� N2: 28_1!2 i � �, sil li SII I ----- --- �.:_ - - - --- --- -- ... ..... Toe drwJ-jLToe drw Toe drw -- _ . ___ --- - NOTE: -EETHESE PLANS AND SPECIFICATIONS,WHEN APPROVED 347/8 30 5 26 36 26 303/4 371/2 18 BY CUSTOMER,TAKE PRESCEDENCE OVER ALL PREVIOUS -1137/8 130 1/4 PLANS AND CUSTOMER SPECIFICATIONS,WRITTEN �-; VERBAL OR IMPLIED. —— - 244 1/8 — — C artme�t ��,�Ic1�ng DeP APPROVAL: ` 13 X 11 20 pN►P��ANC� wED�ORGpD�C �, `� Date. 06/11/13 w�B Scale. 1/2 " Qev�e David Baeza Sheet 8 of 14 REVISIONS BY 06/11/13 DB J CAF� I "77 0 A -1383/8--- 103 1/8 4 n .................. e P ! .0 r A 1811/16 IM 1811/16 1811/16 h B eo6 U') 1383/8 e 1/2 42 r r mm"o (o CY) y ........--------- 2 BREADBOARD FULLOUT— Tilt Out Tray j 2 ffi ............ ........... !IF 1 18 11/16 1811/16 1811/16 -Im CID CID m CV), L 31 4 4 In Ai cy� 16 1/2 I I ; RAS H 2 2 C42 NOTE: THESE PLANS AND SPECIFICATIONS.WHEN APPROVED R. 5 1/2 -I------------- BYCLISTOMER,TAKE PRESCEDENCE OVER ALL PkEVIOVS �F PLANS AAND CUSTOMER SPECIFICATIONS,WRITTEN -T 31/2 VERBAL OR IMPLIED. 257/8- > 31 9/16 --33 —24-- -I.- 231/4 --62 44 314 1027/16-- 1451/2-- -.ddsk� APPROVAL: ;s Zo13 24715/16— X Date: 06111113 9,e"Jkoe ed'31 Scale: 1/2 David Baeza Sheet 10 of 14 dA-, 1 ?F72-14-, REVISIONS BY I z-i 0-- D 4- (4-M iJ D C-c 06/11/13 DB C-1k&r,,J01 64 5el ,,4 244 1/8 05 151 3/8 92 3/4-- 34 7/8 30 -5 --------- ----39---- -24112 ----36— 26 30 3/4 18 7t. 1 ................. -------- ----------- -------- A C1) T 0 ............ . ........... w C-00 -,TO:P!---- -------- T7 REFER COOK ,TOP OVEN 2 n e --Iyl r ......................... COMMUNITY DEVELOPMENT DEPARTMENT B SULDING DIVISION CUPERTINO e Thi OVED !t of Plans and specific 1-0 ring construction it r at the site du ns MUST be kept c IL X% ns on sa changes or aiteratio unlawful to make any 7J r 9 or to deviate therefrom, without approval f OM Building omclal. IL The��4 I t Y 11 hold 'mPlng Of this Plan and peCl st tions SHALL NOT to Permit or to be an app I 'T of any Pr s1 ns of any City Ordin of the violation I, ' ' BY cG Or State Law. 'Uptoattlo [we I T� ' � C) TEguix C) P IT No. 0 2013 �JPAC 7- N RSV # % oijeWed NOTE. g -'-ZTHESE PLANSAND SPE CIFI CATIONSWHENAPPROVED ........ = ; BY CU5rOMEk,TAKE PRESCEDENCE OVERALL PREVIOUS 77 T -�--x _7 PLANS AND CUSTOMER SPECIFICATIONSWP41TTEN J VERBAL OR IMPLIED. T, APPL-L,� Cr i I �*g/ri ir-7 APPROVAL: X rte^ 37— Vito0�- Date: 06111113 31/2 1/4 --24 --31 9/16--- - 25 7/8 Sca c: 112 .---44 3/4--- 62 23 33--- -102 7/16-- -J 247 15/16 David Baeza leK- Sheet 12 of 14 REVISIONS BY 06/11/13 DB Trays 4 4 4 4 4 4 O 7'A\ -y -/ ,yam --I/T\—1 T 351/4 In-71i 281/2, 2 l 1 21 ;1/2 c�1 � 1 '3 153/4 e — ---j ,/ r N 2�f �J T7 2 —.\ 2 —.._ _— i CD - e — � 1 r I Z2� r 281/2 36 Y N 153/4 I _ I r J __._� j 2- L4 - 1 1/2 —23 14 / M 2 Y �: 6C4 - - - - it N2 I � � 34112 N OTE: i� IF J ' ............__ ._._.-.. .. ---- ---- _ I..,---.-j.................... -------- THESE PLANSAND SPECIFICA710N5,WHEN APPROVED _ BY CUSTOMER,TAKE PRESCEDENCE OVERALL PREVIOUS 347/8 �''E -30— — 39 241/2 _ 36 26 303/4- —18 PLANSAND CVSTOMER SPECIFICATIONSWRITTEN 1513/8 I 923/4 VERBAL OR IMPLIED. 2441/8 APPROVAL: Gupg D 4a ® X � Eur\d :. 13 Date: 06/11/13 n Y ,V�1112� LcE Scale: 1/2 David Baeza Sheet 13 of 14 REVISIONS BY 06/11/13 DB O 138 3/8 — _ ---- --- - -------- --103 118 --- -- -- W _ _ _ 4 n _ r / 1811/16 co 1811/16 ' 1811/16 , B 1383/8 "'' '", M 412 i 42 — -- - I _ / r CD r BREAD BOARD \ Tilt Out Trey / _11/2 j�� ,t: i - 1 7/ .2-......... 1811/16 co 18 11/16 'i 18 11/6 ca z �\ 3 ! CO co ! �. 61/2 M 31 �1/2 j= 1=1/2 _—/' f M N� t -.TRASH 201L4 - R- - - - —_�-��2__-. % --- ---- - NOTE: . 5 1/2 THESE PLANS AND SPECIFICATIONS,WHEN APPROVED .J BYCVES SfOMER.TAKE PRCEDENCE OVERALL PREVIOUS F F PLANS AND CUSTOMER SPECIFICATION5.WRITTEN � 25 7/8 31 9/16 33 24 �� -231/4 = E 62 '� L�G� a -v%}}k44 3/4 VERBAL OR IMPLIED. 1027/16 247 15/16 _ APPROVAL: AVN E C�Mp�1PNC� X ,.,.r E9��R coQ xE� WgY �P ,: Date: 06/11/13 � �.�,� Scale: 1/2 David Baeza Sheet 44 of 14 GENERAL NOTES ave -THE FOLLOWING SPECIFICATIONS SHALL CONFORM TO THE 2010 CALIFORNIA LIGHT GAGE METAL CONNECTORS: FRAMING: BUILDING CODE AND ANY OTHER CITY ORDINANCES WHICH ARE IN FORCE SUBSTITUTIONS NOTES: 0 o z AT THE TIME OF THIS PROJECT. WOOD FRAMING LUMBER SHALL HAVE THE FOLLOWING GRADES U.O.N. on 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING NO ROOF or CEILING c=nQ ALL LIGHT GAGE METAL CONNECTORS SHALL BE b SIMPSON (E) ROOF y BEARING CONDITIONS PRIOR TO THE REMOVAL OF LOADING OCCURS X- THE F PLANS. -CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND STRONG TIE WOOD CONSTRUCTION CONNECTORS, UNLESS OTHERWISE FRAMING BRACING THE WALL. w -BEFORE SUBSTITUTIONS FOR ANY MATERIAL OR SYSTEMS SHOWN ON THE Np THE STRUCTURAL DESIGN IS BASED ON DRY LUMBER. DRY LUMBER IS TED ON THE STRUCTURAL DRAWINGS. EQUAL KC METAL C CONDITIONS PRIOR TO STARTING ANY FIELD WORK. CONNECTORS 2. REFERENCE THE DISCLAIMER NOTE N:-'XT TO THE o DRAWINGS, OR CALLED OUT IN THE SPECIFICATIONS, OR STATE USUALLY STAMPED "S-DRY" SURFACE DRY . DRY LUMBER HAS AN N OR MAY BE USED IN LIEU OF SIMPSON PROVIDE THE CAPACITY IS EQUAL TO ( ) TITLE BLOCK. Y° -ANY DEVIATION CALLED BY THE FIELD CONDITIONS, OR ANY CONDITIONS APPROVED EQUAL", WILL BE CONSIDERED, THE PERSON PROPOSING THE OR GREATER THAN SIMPSON. MOISTURE CONTENT LESS THAN or EQUAL TO 19% (Douglas Fir-Larch 3. IF THE WALL TO BE REMOVED IS AS:iUMED I—F w� N W f DfFFERENT FROM THOSE INDICATED ON PLANS SHALL BE BROUGHT TO THE SUBSTITUTION WILL BE REQUIRED TO SUBMIT A LETTER TO THE STRUCTURAL THE FOLLOWING HANGERS MAY BE USED FOR W ONLY). NON-LOAD BEARING ON THE STRUCTURAL PLANS, z �' ENGINEER'S ATTENTION. ANY DISCREPANCY NOT REPORTED TO THE ENGINEER STATING THE FOLLOWING: WOOD CONSTRUCTION (E) NAILER i,, ALL TIMBER DF FRAMING SHALL HAVE A MOISTURE CONTENT of 19% OR BUT IS DETERMINED IN THE FIELD DURItIG THE �„�,}z11 ENGINEER, WILL ABSOLVE THE ENGINEER FROM ANY LIABILITY. U.O.N. ON THE PLANS: Reference Simpson 2013/2014 Catalog CONSIRUC110N PROCESS THAT THE WALL IS LOAD if OCCURS X m w LESS AT THE TIME OF CONNECTION INSTALLATION. -.-(E) WALL TO BEARING, THEN STOP CONSTRUCTION AT THE �io-(E) WALL TO a A. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THE TIME IN Floor Joists: Face Hanger: Dou las Fir-Larch LUMBER GRADING RULES. WCLIB WWPA, 2005 NDS 2.1 -TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR EVALUATING THE PROPOSED CHANGE. g / BE REMOVED AFFECTED AREAS) & NOTIFY ISE IMMEDIATELY. BE REMOVED z z o SECTIONS ARE PROVIDED. 2x6 LUS26 000 Ingram Structural Engineering SILL PLATES P.T.D.F. z F n B. THE PROPOSER AGREES TO PAY THE ENGINEER FOR THE TIME REQUIRED 2x8 LUS28 STUDS DF#2 SPAN BETWEE=N ADJACENT �o a a IN REVISING or CHANGING THE DRAWINGS AND DETAILS SHOULD THIS BE 2x10 LUS210 # WALLS NOT EXCEED THE MAX. c(n Z U) -DIMENSIONS SHOWN ON PLANS OR DETAILS TAKE PRECEDENCE OVER RAFTERS DF#2 (E) CEILING JOIST SPLICE Ow SCALES SHOWN. REQUIRED BY THE BUILDING DEPARTMENT or SHOULD THE ENGINEER 2x12 LUS210 ALLOWED CEDING JOIST SPAN -J0 mN DECIDE IT IS NECESSARY FOR CLARITY. TJI 9-1 2", 11-7 8", 14" See Plans JOISTS DF#2 or SUPPORTING LONG CLN'G a a / / PLATES DF#2 JOIST SPANS NO ROOF or CEILING R -THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY C. NET SAVINGS SHALL ACCRUE TO THE OWNER SHOULD THE SUBSTITUTION 1-3/49-1/2" LVL IUS1.81 9.5 or IUT9 LOADING OCCURS 0 R�W COMPLETION OF ALL WORK IN ACCORDANCE WITH THE PROJECT PLANS ( COSTS). HEADERS DF#1 Nif f5<Z_ Jeff Ingram, P.E. BE APPROVED. NET AFTER ALL 1-3 4x11-7 8" LVL IUS1.81 11.88 or IUT11 POSTS, 4x & LESS DF 1 =¢�� __+ AND SPECIFICATIONS. 1-3 4x14" LVL IUS1.81 14 or IUT74 POSTS, 5x & GREATER DF 1 �wQm AVOIDING TROUBLES & PROBLEMS NOTES: / / # ��az CIVIL ENGINEER -THE CONTRACTOR SHALL PROVIDE ADEQUATE FLASHING AND BEAMS, 4x & LESS DF#2 License No. C 66222 1. If a discrepancy arises between the drawings and field conditions, Beams: Face Hanger: BEAMS 5x & GREATER DF 1 wo oa WATERPROOFING TO PREVENT ANY ROOF AND/OR BALCONY RAIN WATER 4x6 # E NAILER z or where a detail is doubtful of interpretation or an unanticipated field LUS46 GLU-LAM BEAMS 24F-V4 DF DF 1.8E ( ) a oM 338 Burning Tree Drive SEEPAGE. condition is encountered, the engineer shall be immediate) contacted if OCCURS wv,� g g Y 4x8 LUS48 PARALLAM BEAMS PSL 2.0E by Trus Joist Weyerhaeuser �w aw San Jose,CA 95119 4x10 LUS48 'r (E) WALL TO -�-(E) W LL O E WALL TO r-W a-w -IF TRUSSES ARE TO BE USED IN LIEU OF CONVENTIONAL FRAMING, SHOP for procedure to be followed. Such instructions shall be confirmed in VERSALAM BEAMS Fb=3100 psi, 2.OE, by Boise Cascade ( ) m a 4x12 LUS410 BE REMOVED BER 0 D BE REMOVED N m - Tel:(408)836-6602 DRAWINGS AND CALCULATIONS SHALL BE PROVIDED TO THE CITY FOR writingand distributed to all affected parties, see "disclaimer" .> " ANTHONY POWER BEAM Fb=3000 psi, 2.1 E, by Anthony p 3-1 2x9-1 2 Parallam HUS410 Fax:(408)624-5843 APPROVAL BEFORE FABRICATION. @ri ht-sjde of sheet. / / " TIMBERSTRAND BEAMS LSL 1.7E, by Trus Joist Weyerhaeuser 00 email:'eff 9 1 @ingramse.com -� : -,-,1-,. 2. Wherever there is a conflict between details and specifications, or 3-1/2"x11-7/8 Parallam HUS412 TIMBERSTRAND RIM BOARD LSL 1.3E or 1.7E, by Trus Joist Weyerhaeuser Q�w� 11 -IF AN ALTERNATE SHEAR WALL TIEDOWN SYSTEM IS TO BE USED IN LIEU p 3-1/2"x14" Parallam HU416 TJI JOISTS Trus Joist Weyerhaeuser BEARING WALL CONDITIONS NON-BEARING WALL CONDITIONS wi2 Fz OF SIMPSON HOLDOWNS, SHOP DRAWINGS AND CALCULATIONS SHALL BE between details, or where doubtful of interpretation, the most 5-1/4"x9-1/2" Parallam HHUS5.50/10 �0M; PROVIDED TO THE CITY FOR APPROVAL BEFORE FABRICATION. restrictive shall govern as determined by the Engineer of Record. / » / " HHUS5.50/10 DETAIL DETAIL a��W STRUCTURAL STEEL 5-1/4"x11-7/8"x11-7 8 Parallam (EXAMPLES) 13 (EXAMPLES) q XU)w° HHUS5.50/10 NO SCALE NO SCALE w cn 0 3. DO NOT DEVIATE FROM THE STRUCTURAL PLANS. IF IN THE EVENT ANY 5-1/4"x14" Parallam w o a V'l -STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. (A-36) SPECIFICATIONS STRUCTURAL or STRUCTURAL FRAMING IS TO BE REVISED or IGNORED, OR o cn WW - - ... .1.1.11_ _ _,_ AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. ALTERNATE FRAMING or SUBSTITUTIONS or CONNECTIONS or WHATEVER IN LIEU OF w F_zo S� WHAT IS SPECIFIED ON THE STRUCTURAL PLANS AND DETAILS, THEN THE OWNER a o M -ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS. o,,�r AND HIS/HER CONTRACTOR SHALL NOTIFY THIS PROJECT ENGINEER (Jeff Ingram) IN -- -----------------_------------ cn w m WRITING BEFORE CONSTRUCTION, AND SUCH REVISION IS CONSIDERED A CHANGE f- , w cn o 0 -ALL BOLT HOLES IN STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES j = ( m z F v FOR CONNECTIONS WILL NOT BE PERMITTED. ORDER. A PHONE CALL or NOIIFICATION�ALLCHANGE ORD ESSAGE TO E PROJECT ENGINEER OF RECORD I1. w F to o QROFES$/ON IS NOT OFFICIALERS SHALL FIRST BE APPROVED BY (--- ------ ---- --- -- - -i I r- O Ala ! -PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR THE OWNER, AND THEN DOCUMENTED IN WRITING AND AGREED APON BY THE I 1 I I =�as �,��'1.1 n/�9r F`,L ALL STEEL CONNECTIONS. PROJECT ENGINEER (Jeff Ingram) AND ALL RESPONSIBLE PARTIES BEFORE SUCH j G) CHANGE ORDER IS VALID. FAILURE TO PROPERLY NOTIFY THIS ENGINEER WILL I I I i wa�o ��' 03 Z -PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN RELEASE THIS ENGINEER FROM ANY LIABILITY. BY ACCEPTING THIS WORK, BOTH THE I 1 I I W z z v � m Z g?� w No. C 66222 m BASE PLATES. OWNER AND CONTRACTOR CONFIRM THE ACCEPTANCE OF THEIR RESPONSIBILITIES AS j I .. I, j �'o 20 4 STATED HEREIN. -ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY I ) I j �0_j o I'; .1 vwaz HEXAGONAL NUTS. j I a M_ �� -ALL WELDING SHALL BE AS INDICATED ON THE DETAILS AND PERFORMED I ( I ( 0 N j j CIVIL \� IN A QUALIFIED SHOP, UNDER CONTINUOUS INSPECTION PER CBC 1704. I j (: ( 0 w X_ f �A` FIELD WELDING, OTHER THAN MISCELLANEOUS TACK WELDING, IS NOT I I 1 0�}iE w PERMITTED, UNLESS NOTED OTHERWISE IN THE DETAILS. I I 1. I : I W z z THE FABRICATION SHOP SHALL BE "REGISTERED & APPROVED BY THE CITY I " . I o a BUILDING DEPARTMENT". N / I" I - T--------- ------------w I1. I lm LUMBER , -WOOD MEMBERS LESS THAN 5" IN WIDTH SHALL BE DOUGLAS FIR NO. 2 I __ _ I ( m s M I AND 5" OR WIDER SHALL BE DOUGLAS FIR NO.1, UNLESS NOTED J r -I I I I o a°3 OTHERWISE ON PLANS. I I I j E o Lj a- -UNLESS NOTED OTHERWISE ON PLANS, ALL NAILING SHALL BE PER - -1 2010 CALIFORNIA BUILDING CODE, TABLE 2304.9.1 I 1 I I OU)00 I >I (E) GARAGE 1 (E) GARAGE o a z -ALL CONNECTING HARDWARE SHALL BE SIMPSON COMPANY TYPE OR I j ( I o} F- 1. JOB TITLE EQUAL, AND INSTALLATION SHALL BE IN ACCORDANCE WITH I I I ( N a MANUFACTURERS RECOMMENDATIONS UNLESS NOTED OTHERWISE ON I. 1.- ( j -in 3a Berry Residence PLANS. .. . Q -GLUED LAMINATED TIMBER BEAMS SHALL HAVE A MINIMUM BENDING ..... 221 S4 Via CaC71IC1O Court j _I I k-`'o F-m Uj STRESS OF 2400 psi. PROVIDE STANDARD CAMBER UNLESS NOTED I: I I I r OTHERWISE ON PLANS. I I "( 0 . 1-11 -1111. 1-1-1-11.11. Cupertino, CA 95014 -ROOF PLYWOOD SHEATHING SHALL BE MINIMUM 1/2" APA RATED CDX I. I .. I (E) BED i2 F w " I WITH EXTERIOR GLUE, GROUP 2. EXPOSED SHEATHING AT ROOF ; I: I I 0 0 F OVERHANG SHALL BE AS INDICATED ON THE ARCHITECTURAL PLANS. j; ( ( ........... . ...1.11.1. . ...1.111 ..____. _..... .1.1.11 .11.11 11.1-1.... .. ..._... ........ _ z z .. .. I. -WALL PLYWOOD SHEATHING, IF REQUIRED, SHALL BE MINIMUM 3/8" APA (E) BED I % .I . .. I I E 2x6 ROOF REIN z�' RATED CDX WITH EXTERIO11 R GLUE, GROUP 2, U.O.N. on PLANS. I .; I _. ..._ 111.1. -.....111 ..... .._......... .. . 11.1.1.. _ _ 1.11 .1 . __. ........._ . .___ - zz -FLOOR PLYWOOD SHEATHING SHALL BE T&G INT-APA WITH EXTERIOR i 1. I'' :; I. I ¢N w I I GLUE, GROUP 2. SEE PLANS FOR SIZE. I: I . I: I U> z (E) STEP cn- -BEARING AND NONBEARING WALLS SHALL HAVE DOUBLE TOP PLATES, - - 1 I1 . Li °' ;4SCOPE of WORK: LAPPED AT INTERSECTIONS. PLATE JOINTS SHALL BE STAGGERED I: j1. I .11......1 . .111 .... o:z� -REMOVE (E) 2x4 INTERIOR WALL 4'-0" MINIMUM AS INDICATED ON THE STRUCTURAL DETAILS. I. I1. I W o= BETWEEN FAMILY ROOM AND I �c°i wM 1. II UNLESS NOTED OTHERWISE ON PLANS, WALLS SHALL BE OF 2x4 I KITCHEN. STUDS (STUD GRADE OR GREATER) SPACED AT 16" ON CENTER. ( (' I I VOLUNTARY UP-GRADE: Mo Ow KINEWEFLUSH BEAM TO SUPPORT I 1. (E) 1/2 H I. RECOMMEND ADDING (N) 2x4 FAS NED TO I 1B (E) 1/2 BATH o EXISTING CEILING BAT. §j -ALL HEADERS ARE AS NOTED ON PLANS. af I: I " " I (E) 2x4 VERTICAL BRACES, CURR TLY THERE w=w J G & ROOF. : -,­­ - I � -1 11 I I'll ­,­ ­I I I ­ . 111-I-—I -11-1-11111...�...�,I ... _ SHALL BE PRESSURE i . � . � I I I x ¢ m ARE SINGLE 2 4 BRACES OVERSP NED -ALL WOOD BEARING ON CONCRETE OR MASONRYI I. I _ _ - -I_,"."", _ I'll,­­�,­­­ I-- -, I I S2 TREATED DOUGLAS FIR OR REDWOOD. EXCEPTION: POST BEARING ON I L - - ------------- -- . z PIERS MAY BE DOUGLAS FIR N0. 1 PROVIDED THAT A PROPER SASE - Asn_cz "`� "::, z CAP AND MIN. 6" ABOVE SOIL ARE PROVIDED. .1...11 .1:... 11 ", "' - _ I `� L-, ow 3 MWS LJ r' ^r_ _ v Q -HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/16 LARGER - : : Q THAN THE NOMINAL BOLT HOLE DIAMETER. FLAT WASHERS SHALL BE WF Q� (E) CONCRETE _-- -- - ----- - - +°e' S2 `. �� Of o PROVIDED AT ALL HEADS AND NUTS WHICH WOULD OTHERWISE BARE' . 1 4 _.........FOOTING.... ....... 1.1..1_..: ..____ ...._.. 1 I a'i a i1 (/� ? : [ 111.1. ......... ... P J ......._ ... 1111. ........_.. C DIRECTLY ON WOOD. ALL BOLTS SHALL BE TIGHTENED TO A SNUG - 0 CONDITION, AND RETIGHTENED UPON JOB COMPLETION. : ° - Jeff, Y S2 I I 2 . o . F o z Z DRAWN BY J ola 0z I I E : 2x6; CEILING JOISTS ®16" o.c. .ii S2 - - "-'opo Jeff p w -STRUCTURAL MEMBERS (BEAMS, SHEAR WALL PLATES, OR POSTS1. (E) KITCHEN; .... ......:� W d w 0 USED AT HOLDOWNS) SHALL NOT BE CUT FOR PIPES, ECT., UNLESS PROJECT NO ( j t ) : N ; I j E...... wZ wM 13.497 o'w SPECIFICALLY NOTED OR DETAILED. . ..:..11 ........... .... .. _ ..... .. ......_ ..._._..... _ F_o 0 0 o SPECT LL O. GIRDER :1111. I j PIG2 5 t - -2x4 1111...® w°o-' Z : I F-...(N) 2 .. E- a �o -2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS : I I S2 S2 :rn_ VERTICAL POST o 'D (E) FAMILY °tn `` DATE ISSUE AT ALL SUPPORTS. I I - - HIP..TO BEAM o w M z : E FAMILY I 1-- 1 �0�.�. m�JN E TO CLIENT ° CONCRETE (�)SQ ( ) `o .. ...... -1 (E) KITCHEN ' W 5 3 ISSUE PAD IC M �.... ...._... . . N........ z .1 ....1 w 6/27/2 -CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 _ VE � I _ - DAYS. I w w w w o 1 �" S2 3= I ! 3uildinD nR . Z- -AGGREGATES SHALL BE NATURAL SAND & ROCK CONFORMING TO ASTM C33 with ( z 0T 0 ° .:, P�Pn@tI _ap AGG ( RETE w w' L: Q 4 (E) CONCRETE ( 0)..2x6 ROOF RURLIN....... w Ir MAXIMUM AGGREGATE SIZE OF 3/ ) I o r - . -MAXIMUM SLUMP SHALL BE 4 . FOOTING „ I ` cxv z� _m ,X',° : -CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150 TYPE II. -_- --=-- -_------=- j RIM/.CU _ - .. 9:2 o - 4 ( BRACINGTAS.�.RK..UIRED w a�oo z MINIMUM CEMENT CONTENT SHALL BE 5 SACKS PER CUBIC YARD FOR 250() psi1. _w I I, OR PROVID 00�� 2EViE �rr r I CONCRETE. 52.. --Lu _______________ E N - GGMPLIANtE -ANCHOR BOLTS, HOEDOWN BOLTS, DOWELS, AND OTHER REQUIRED INSERTS, ETC., I r Q9 I I I O`'� w �¢� SHALL BE POSITIONED AND FIRMLY SECURED IN PLACE BEFORE CONCRETE IS I j o� I I I ( tK 3 z�,V'a Re elder i3y' ��;y,; , ' L POURED. I Q I ( ........ . ........ I p,+ _.......__... ._...S2 w m I_`' o z -CONTRACTOR SHALL TAKE ALL THE NECESSARY MEASURES TO PROVIDE A PROPER IU _ V a`�' THESE STRUCTURAL DRAWINGS WERE COMPACTION OF THE CONCRETE. j I I I f-- am a w : 1A .. ..1 ......... ...... ..-. ..... .. .... . . o PRODUCED BY ISE. THE USE OF THESE PLANS C LL -MIN. REINFORCEMENT COVER FOR CAST-IN-PLACE CONCRETE: (E) BATH I I I I ( I (E) TH ch o it W ow 1. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH......................3" 1 : `` (E}COVERED PORCH I I wz CLO AND SPECIFICATIONS SHALL BE RESTRICTED TO � 2. CONCRETE FORMED BELOW GRADE OR EXPOSED TO WEATHER I I } ( (E) COVERED PORCH a a� THE ORIGINAL SITE FOR WHICH THEY WERE No. 6 BARS & GREATER.............................. ............................2" 1 '. ( w S2 - c I I aw PREPARED, AND PUBLICATION THEREOF IS } o No. 5 BARS & SMALLER.................................................................................1.5" I ( I I I Ow�= EXPRESSLY LIMITED TO SUCH USE. RE-USE, M w 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: I o SLABS, WALLS, AND JOISTS: No. 11 BARS & SMALLER................................1" I I i I I i ;, ... §�W N REPRODUCTION, OR PUBLICATION BY ANY w BEAMS & COU PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS..........i.5" j _J� METHOD, IN WHOLE OR IN PART, IS o bi I ( j . ..1... .. ....... 1.1..1 ..1............ . ..... 1 .11 .1 ..... 1.......1 ........1.1........... j. . : I of oa PROHIBITED. FURTHERMORE, TITLE TO THE .. .. 1111.. 1111 1111 1111. .................... 1111. !.,_ U I j I I ( E�IELOPMENT DEP rG LU F W o �� I...................I.......... MU wz PLANS AND SPECIFICATIONS REMAINS WITH ISE. D VISUAL CONTACT WITH THESE PLANS AND a REINFORCING STEEL I j ! I 1 ( 13!11 TNG DMSION-CUPER 1 ,O ,-z o I , zQ zo SPECIFICATIONS CONSTITUTE PROOF OF Li -REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO I I " 1 I ( w �Ir ACCEPTANCE OF ALL RESTRICTIONS. M_j ASTM A615-40 REQUIREMENTS AND WELDED WIRE MESH PER I 1 I I ' I 1 F cn 3 ASTM SPECIFICATION A-185. ( (n Jz Co ri ht c 2013 ISE I I o kept a the -§� PY 9 0 d -BARS N0. 4 AND SMALLER SHALL BE OF GRADE 40, AND BARS I I I I I ) b site.Burin construction. It is unlaerfu! mak a R w ( NO. 5 AND GREATER SHALL BE OF GRADE 60. LAP BARS 40 j l I I I changes or alterations on Same., or t0 Yiat8 m :Z�� 0 DIAMETERS AT SPLICES. z z -ALL REINFORCING BARS SHALL BE CLEAN OF ANY RUST OR I j ( I I , I therefrom, w' out approval from the Bui( I g dffj ial. 1n°°0 o I ' `� �'� PROJECT#: 13.497 DATE: 6/26/2013 L_• FOREIGN MATERIALS. I I I I 00 0 0 L, -CONCRETE COVER FOR REINFORCEMENT SHALL BE: I I I I I j The Stamping this plan and specifications L OT a 3" WHERE POURED AGAINST EARTH I I I j I I be held to r • or to be an approval of viola ion X Z�;o DRAWN BY: Jeff SCALE: 1/4F=K "=1'-0" U) o b 2" WHERE POURED AGAINST FORMS I I ( I I j CEJ OF YSTEM: (stick-framed) of any ovisions any City Ordinance or tate w, w� -a. X m� c 1" FOR SLABS POURED AGAINST FORMS I I (E) OFFICE Exist g w od shake shingles, over �� aw-w PROJECT MANAGER: D a -SEE PLAN FOR QUANTITY AND LOCATION OF ANCHOR BOLTS, I I I I I I 1X4 ip s eathing, over 2X6 BY �� G °� Ln < LOCATE BOLTS WITHIN 12" FROM CORNERS AND BUTT JOINTS. , j I ( I ( „ D '-� -� ENGINEERED BY: Jeff Q w I rafter!, �2 o.C., with o..m a-cn CONCRETE MASONRY I j I j I ER o� Eo w- I I I I I inter edia a braces & purlins 3G ® f> r-z aw ~aL - ALL MASONRY WORK SHALL BE REINFORCED GROUTED MASONRY AND j I '111I I ( ow M0 REVIEWED BY: �� CONFORM TO THE 2010 CALIFORNIA BUILDING CODE AND SHALL BE 8x8x16 I I I I I az mo O LIGHTWEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06%, PER ( z w z o z A.S.T.M. (C-90-52), GRADE A. NO CONTINUOUS INSPECTION REQUIRED. I j I �----- ---- -- -- --I I a M_< z- -MOTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO I I ( o o w oPlan NOT MORE THAN THREE PARTS SAND. GROUT MIX SHALL BE COMPOSED -� == '... zK r�•A , �ural o- OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS Q�;tiN ��, �. LL SAND AND NOT LESS THAN TWO PARTS PEA GRAVEL. M0,uui }: Li o_ -WALLS TO BE GROUTED IN 4' MAXIMUM LIFTS, UNLESS HIGH LIFT - M _ o E Q p GROUT PROCEDURES (WITH BLOCKOUTS) ARE USED. ALL REINFORCING <c¢ F z� SHALL HAVE A MINIMUM COVERAGE OF 1" OF GROUT. ALL BOLTS m �ry cn w L� w� SHALL HAVE A MINIMUM COVERAGE OF 1" OF GROUT. F�undr�}�®� ���� (Partial) Ceiling rr�11 9'1 i Plan (Partial) oa-°5 Q J -NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS Foundation 6 a �° Z c0i U<_ SPECIFICALLY NOTED OR DETAILED. Y o0 °`` SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" n -DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE 2-#4 OR AS w z INDICATED ON THE DETAILS. NEW WALLS cn} ................ _ ® V 2-2x4 BRACING ° -ALL RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED NEW WALL INFILL ---- ( ) M p S 1 >_S MOISTURE BARRIER ON THE SOIL SIDE. SEE ARCHITECT'S DRAWINGS. EXISTING WALLS TO REMAIN (_) ROOF BRACING o Q z L'- SOIL (E) 2x4 WALLS TO BE REMOVED a Q Z .. . . ..... w o z w� -CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH ALL OF THE SOIL a�o0 V .:::. ..... .::. 0 o INVESTIGATION REPORT REQUIREMENTS AND RECOMMENDATIONS, AND M z 0 2' 4' 6' 8' 10' 12' z z TAKE ALL THE NECESSARY MEASURES FOR A CORRECT AND COMPLETE I FIELD, to S S N) CEILING BEAM �'¢ BEAM CALCULATION 2-16d NAILS (TYP.) pago 3-16d SEE PLANS) W Project: r:, Jeff NAILS 2x4 BRACE BEAM TOP A34 or A35 CLIP 0 OR PROVIDE Y Location:(N)CEILING BEAM �` ` ISE SIDE, EACH SIDE EACH SIDE, w§ r - - Multi-Loaded Muni-Span Beam 338 Burning Tree Drive or ••• x6 BLOCKING EACH SIDE z�� 2 LOCK [2009International Building Code(2005 NDS)/ San Jose,CA 95119 (E) 2x8 HIPW} 3.5 IN x 9.5 IN x 11.5 FT RAFTER -En Q moLJ 2.0E Paratlam-iLevel Trus Joist —TOP cn w Section Adequate o StruCalc Version 8.0.112.0 6/27/2013 7:04:44 AM i,, e9 By:172.2/a PLATE Z Z o LOADING DIAGRAM o 0 w o Controlling Factor:Deflection (N) 2-2x4 VERTICAL oEa. Ingram Structural Engineering DEFLECTIONS rfi1� BRACE N Z Q EQ- m Live Load 0.10 IN L11345 POST WITHI WALL a m Dead Load 0.11 in 2 REF: DETAIL SEE PLANS P a V) BEND TAB AROUND FOR INFO. ( � �vi Total Load 0.21 IN u653 BRACE OR HEADER ETC. Jeff P.E. NOT SHOWN O U'W Live Load Deflection Criteria:U360 Total Load Deflection Criteria:0240 HERE Q z m 12EJ#Ci'IONS ES 13. 2 1 / � ��a z CIVIL ENGINEER / Live Load Dead Load 695 Ib 1069 Ib 1210 lb A35 CLIP , CEILING BEAM @INTERIOR WALL B Q on- W License No. C 66222 Total Load 1065 Ib 2280 Ib I I L,;U)it m 338 Burning Tree Drive aa--w San Jose,CA 95119 A` Hearing Length 0.41 in 0.87 in __� . I pffi m Q w BEAM DATADACA Center 11.Sft - I I N) CEILING BEAM N W Tel:(408)836 6602 Span Length 11.5 ft I 2-16d NAILS (TYP.) Fax:(408)624-5843 -� r r SEE PLANS) U o Unbraced Length-Top 0 ft � f- email:jell@ingramse.com ' P 2x4 BRACE BEAM TOP 2x BLOCKING w Q W w O ;:.1. Unbraced Length-Bottom 11.5 ft UNiFOI2M LOADS Ce r ,\ // SIDE, EACH SIDE 2-16d NAILS W r,/ ; Live Load Duration Factor 1.25 Uniform Live Load 0 pif - ' 0 0 o a _ i1 :qs:, .i.;, ..s n,.:y,;�;, '.!y/i a w G; / /.` � Notch Depth w a U F Uniform Dead Load 50 pEf cn yly�i' /%. / MATERIA ROPERTiES eight p}f ,, x r:r ry /'x,�. a / Beam Self Vll 10 — / ., , ��, ' /;,��. /i 6fl if TO P G � %n:>,,:.; .. Trus Jot Total Uniform Load p (N) H z o a``' 1 �, / <//. ; ;:,'/ 2.0E Parallam-iI_evel T Joist r-.� ; � IP BRACE DETAIL :.,' ' // S� �- / � '`%' •�%,;' '��%i>rt-:':'/, /`% �� a // Base Values Adiusted PLATE w��,, / f3 L / EIS S a 0 LOADS PAN » DETAIL i Stress: Fb 372 psi _ � g Fb= 2900 psi = 0 POINT A D E 5 Q o c' ' Bend•n S#r _ Load Number Qom@ TWO w t� r�j { y 314"=1'-�., a / U > y, / Cd=9.25 CF-9.03 Live Load 7201b 9401b — <�''�i, < e s „lrc „ Shear Stress: Fv= 290 psi Fv'= 363 i P Ps Dead Load 430 1b 560 lb o 0 0 _ OST WITHIN WALL LF FES A' — .2 W c`O SlQ'Y „$t'$:>gl�,T�%�' ��.' :;' r. o F;i Y `'`.,,..,. ••<:,, MMMG'" ""?."��„/ 1.; 3"`" j Cd 9 5 U P = ,= Location 11.5 ft 6 ft r;�,;., � ��d /,.�r,G'•a?�!%y""� ,/.':%' ;�� � •s%�/J' Modulus of Elasticity: E- 2000 ksi E 2000 tcsi (SEE PLANS) ��F� �Oe S •�'' f//yin 3�t 1/Gz� u' �. ;� �i Cam to Grain: Fc- 750 psi Fc 750 psi ERS U coir a a OR HEAD ETC , / .c,//;�: S ' .i �' a/✓jN ir3.,, // ? / ';:n�a'. r• �.,...o��f./;,/,/,,<`x<h-.�'F,„�,._,.t'?a.”'. .i<i....:; r , '.'//.�i•;«.,.','�„..z".,,. ..../n.„'om�y�,/y/.�.rter�r1.%,/i//i/;..,f.r;�/'1 „„',S;�>%!r�:.':.v .».:,,,,:,,_".<d //G, ,,.'//.ii,r.=..:,. r�,/✓,�.<.>f,:,�z�.,.r:.i,.;.::i.;.<":,�S.�:-•./.;•��... '.;:,,;,'/y:..-,�..'',:✓,'�,!e/•i'%,�• -n Q Z 5287 t- J wZZU .,frControlling Moment: U � oC 66222 5.98 Ft from left support of span 2(Center Span) rn NQW NW 3 2 CEILING BEAM NTERIOR WALL 6 04 Created b combining all dead toads and live loads onan s2 Z r r r Controlling Shear. 11 Ib — f,. 9 z ,�G%// U41 Q :l Center Span) :.u:.'„-,:a:; Ft from left support of an 2 /................. / / ,/ ,,..::,. �., �•� 12.0 it span ( PP j�/%.'(iii ,,, Created ycombining ll dead loads and Ince loads on p O - b a s an s z TYP. BEAM END LATERAL SUPPORT DETAILS 41 W M� DFcI�Al (E) FRAMING CONDITIONS Comparisons with required sections: Read Provided DETAIL 1 Section Modulus: 17.05 in3 52.65 in3 `E 3/a„=�,_�„ N z z PICTURE PIC 1 Area(Shear): 4.68 int 33.25 int Wo UJ Q 3/4”=1'-0” Moment of inertia(deflection): 91.87 in4 250.07 in4 to O Moment: 5287 ft4b 16322 ft4b �W�m EXISTING ROOF FRAMING CONDITION Shear: -1130 Ib 8035 Ib }m P Y TAKEN @SITE BEFORE THESE PLANS " ”" m �o WERE DONE. .&V516+6 JS o z 3 Q� _ t�� � F 0a InU)l �Ww U � NOz o o JOB TITLE (N) "EILING BEAM z>_<YW Cq, +� t�3p (SEE PLANS) (E) 2x6 CLN'G Lo oQ Berry Residence Q JOISTS @16" O.C. 3} }WW in 22184 Via Camino Court �q �� ~ ~ ` V) Of Cupertino, CA 95014 L..., .. ..,..:: F W m J � Q b d (E) 2x6 CLN'G- (N) LUS26a SCOPE of WORK: JOISTS @16' o.c. FACE HANGERS3 z 0 w w o - REMOVE E 2x4 INTERIOR WALL Z<W W BETWEEN FAMILY ROOM AND (E) 2x4 BEARING WALL F?V>)� KITCHEN. To BE REMOVED zzn w —NEW FLUSH BEAM TO SUPPORT oW � EXISTING CEILING & ROOF. (N) CEILING BEAM FRAMING DETAIL W Z W WoF_a DETAIL 2 mo of 314"=V-0" O}o ww W NJ (N) FLUSH BEAM a m " _ SEE PLANS a o Z w1 'e, ',:- -' 0 �cn=z WwNO <z �ww L 14" MIN. 14" MIN. OFA- WF N= za zo DRAWN BY Jeff, Yola Po-z (N) CS16 STRAP or-I X�BR CHECKED BY Jeff EQUAL 16 gage STRAP W W W zPROJECT N0. 13.497 �� U M< S(EE)PLANS POST 0(n'!W = m� DATE ISSUE z W�§5 6/2,7 j ISSUE TO U- BEAM TIE to (E) TU)IQ`ing De aOP PLATE �W Yw ,;. W w rr J F 3= ,��� s rtment U ' DETAIL 3 o�� N .... . b ozo Q W o Ok :UDE COMPLIANCE (E) FRAMING CONDITIONS V)aoL' ,;ev;eweU BY PICTURE IC2 Zon 314„=,-0' (N) POST (SEE PLANS w m a a �-j wo: THESE STRUCTURAL DRAWINGS WERE EXISTING ROOF FRAMING CONDITION oQ PRODUCED BY ISE. THE USE OF THESE PLANS TAKEN @SITE BEFORE THESE PLANS wz a o AND SPECIFICATIONS SHALL BE RESTRICTED TO WERE DONE. a¢¢W THE ORIGINAL SITE FOR WHICH THEY WERE ¢ w Q PREPARED, AND PUBLICATION THEREOF IS (E) 3/4„ T&G FLOOR SHEATHING 0w�= EXPRESSLY LIMITED TO SUCH USE. RE-USE, (E) 2x6 FLOOR JOISTS @16' o.c. Z Z� REPRODUCTION, OR PUBLICATION BY ANY (E) 4x6 GIRDERS ow win METHOD, IN WHOLE OR IN PART, IS (BEYOND) -01 F=oa PROHIBITED. FURTHERMORE, TITLE TO THE W W W o PLANS AND SPECIFICATIONS REMAINS WITH ISE. FW VISUAL CONTACT WITH THESE PLANS AND (E) SLAB Za W� SPECIFICATIONS CONSTITUTE PROOF OF W F=Ir ACCEPTANCE OF ALL RESTRICTIONS. _o Copyright© 2013 ISE (N) 2x4 VERTICAL COMPRESSION wW0 BLOCK, FASTEN TO (E) 2x RIM Of o w BLOCKING/JOIST vaa'W� w� F�5o 0 b En F=x PROJECT#: 13.497 DATE: 6/26/2013 (E) CONCRE R>rikI .. z 0 0 FoaTirrG cn(n DRAWN BY: Jeff SCALE: 1/4"=1'-0” AHN XZ Za a w W PROJECT MANAGER: iE m / • �o Zm ENGINEERED BY: Jeff Z ^ o, Eo Q FOUNDATION CONDITION 0:2 21 W S0 Wo,z REVIEWED BY: aW�cn DETAIL ZU 4 _m_a 3/4"=1'-0” O kp"�TAI - Lsj h a.,n. F 7w CALCULATIONS X�FW QQ (n 0� ' Z Ow Z w ii � 0 00 of a¢�0 Fo S2 Qa �o is z O F- U Q E Q IY �F Q to U v� D z 0 2' 4' 6' 8' 10' 12' 0