The URL can be used to link to this page

12070002CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 21604 CASTLETON ST CONTRACTOR: MG CONSTRUCTORS & PERMIT NO: 12070002 ENGINEERS INC OWNER'S NAME: SI-IEKFIAR & APARNA VARANASI 15650 VINEYARD BLVD STE A 232 DATE ISSUED: 07/02/2012 OWNER'S PHONE: 2244201814 MORGAN HILL, CA 95037 PHONE NO: (409) 942-5599 IL LICENSED CONTRACTOR'S DECLARATION License Class Lic. 9, I0 406LAv, Contractor Date h 1 hereby affirm that 1 am licensed underrlhe 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 penally 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 I'or which this permit is issued. 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 permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and slate 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, costs, and expenses which may accrue against said City in consequence of the 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. Signature --'�� Date ❑ OWNER -BUILDER DECLARATION I hereby affirm that 1 am exempt from the Contractor's License Law for one of the following two reasons: 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 salt (Sec.7044, Business & Professions Code) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penally of perjury one of the following three 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. 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 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 become subject to the Worker's Compensation provisions of the Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 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 stale laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned properly for inspection purposes. (We) agree to save 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 with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. Signature Date BUILDING PERMIT INFO: BLDG r ELECT r PLUMB r MEC" r RESIDENTIAL r COMMERCIAL r JOB DESCRIPTION: FOUNDATION REPAIR TO INCLUDE: GIRDER, POST AND PIER ADDITIONS, FOUNDATION STEM WALT- PENETRATION, ADDITION OF TRENCII DRAIN, SUMP PUMP AND CRAWL Sq. Ft Floor Area: I Valuation: $20000 APN Number: 35620045.00 1 Occupancy' Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 DAYS OF PERMIT ISSUANCE OR 180 DAYS FROM LAST CALLED INSPECTION. Issued by: � 17-7— Date: 7'9 %JL RE -ROOFS: 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 nc�v materials for inspection. Signature of Applicant: Date, ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE 1 have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safely Cade, Sections 25505, 25533, and 25534. 1 will maintain compliance with the Cupertino Municipal Cade, Chapter 9.12 and the health & Safety Code, Section 25532(a) should 1 store or handle hazardous material. Additionally, should 1 use equipment or devices which emit hvardaus air contaminants as defined by the Bay Area Air Quality Management District 1 will maintain compliance with the Cupertino Municipal Cade, Chapter 9.12 and the Health & Safety Code. Sections 25505, 25533, and 25534. Owne�• ti 9R Deter CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the perfimnance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed CITY OF CUPERTINO FEE ESTIMATOR - BUILDING DIVISION IVAADDRESS: 21604 Castleton Street DATE: 07/02/2012 APN: BP#: REVIEWED BY: Sean 'VALUATION: $20,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Duplex USE: F.h-r. 1L�❑ir h,•,c PENTAMATION 1GENRES I PERMIT TYPE: Al WORK Foundation repair to include irder, post and pier additions foundation stem wall p penetration,addition SCOPE of trench drain, sump pump and crawl space liner, downspout drainage repair. NOTE: This estimate does not includejees due to other Departments fi.e Planning, Public Works, Fire, Sanitarp.Se er District, School District, etc.. Thesefees are based on the prefindna information available and are only an estimate Contact the De t or addn 7 info. FEE ITEMS (Fce Resolution 11-053 Eli 711111) Mech. Plan Check 0.0 hrs $0.00 Plumb. Plan Check 0.0 1 hrs $0.00 Elect. P(.m Check Mech. Permit Fee: 1MPERMIT Plumb. Permit Fee: IPPERMIT F.h-r. 1L�❑ir h,•,c Other Mech. Insp. 1 0.0 hrs $45.00 Other Plumb Insp.0.0 hrs $45.00 Orh<• lo(cb r. op. .Il,sh. Imp. /tire: Plmnb. hup. Fee' lilrv. hasp. V'w NOTE: This estimate does not includejees due to other Departments fi.e Planning, Public Works, Fire, Sanitarp.Se er District, School District, etc.. Thesefees are based on the prefindna information available and are only an estimate Contact the De t or addn 7 info. FEE ITEMS (Fce Resolution 11-053 Eli 711111) FEE QTY/FEE MISC ITEMS Plan Check Fee: Hourly Only? 0 Yes 0 No $0.00 = hours Plan Check, Hourly $133.00 /STPLNCK Suppl. PC Fee: Q Reg. 0 OT 0.0 1 hrs $0.00 PME Plan Check: $0.00 =# Plumbing $10.00IBPSTORM I Rainwater System Permit Fee: Hourly Only? ()Yes (F) No $0.00 Suppl. Insp. FeelD Reg. 0 OT rom I hrs $0.00 = # Mechanical $67.00 IBAPPLOT Other Appliance/Equip PME Unit Fee: $0.00 PME Permit Fee: $90.00 C(msnvrrdun Ta.r: Administrative Fee: 1ADMIN $42.00 0 E) Work Without Permit? O Yes 0 No $0.00 Advanced Planning Fce: $0.00 = hours Inspections $266.00 ISTINSP Inspection, Hourly t' 0 Travel Documentation Fee: ITRAVDOC $45.00 Strong Motion Fee: IBSEISMICR $2.00 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 SUBTOTALS: $180.00 $476.001 TOTAL FEE: 1 $656.00 Revised: 07/01/2012 CUPERTINO ❑ NEW CONSTRUCTION CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building(Wcuoertino-org ❑ADDITION ❑ALTERATION/TI ❑ REVISION/DEFERRED ORIGINAL PERMIT# PROI F.(T ADU0.ESS Zi /y1 /_. l��h 11 [J 1�( MI5/{ APNq �I _ �iO O t �J OWNER NAME + �j✓v� PHONE (224 2'�' l�-i E-MAILAI ^DRi V�r�;rlo.SV}} 5L1e�cl+crei/4�knast STREET ADDRESS 1.11D ^Yn �1 -I CITY, STATE. 2I1gP .r -I. p / A / G �11I tE-AAIVL FAX CONTACT NAME PNONE[4V �1��-[4DilU /(/•4 b/A -1r n,, .J/ ly'CS Iac4l)Y� SrREETADDRESS 7/)'gyp( CITY,STATE, ZIP r_ I /� FAN Off/ m0. ❑ OWNER ❑ OWNFR-HUHLDER ❑ OWNERAGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME ULl_, � �[%,ill LICENSE NUMBER G/U7(I�yI i//�iL/ 4T AA+U LICENSE TYPFA/ BUS LICA 32) 51 / COMPANY NAME AA/� Iff _�. %•(P� /�.�j EMAIL ��-.yK+�y„-� "•JA/_ I',\a /7oL`� STREET ADDRESS '73� S�J�� f�-jl �j CITY, STA1TIi, ZlrPlu_��n PHONE/(Jly /`Z� rl -( , ! VJ / /bP'G 7 ARCIIITFCT/GNGINFEIR7NJ/AMF --j qI 1 1 LICENSENUMBER !1'I-tl-7-2-q41 (•• !& x-44 BUS LIC COMPANYNAME IA 1� / �� r/ _Y, VE AIL -131-/, �1 / I,N fM' FAY YOlI STREF.TADDRESS '30-7� CITY,STAVT'F..ZIP PIIONF.�I�rl�y'J,I_FI �n/ VV II// �tb ` Ne�"/W/R Lf'L 1,/ l((,• DESCRIPITO FWO F.YISTING USF. PROPOSEDUSE rA CONSTR. TYPE ASTORIES y USE TYPE OCC SO.PT- VALUATION (S) FXI:.REA � �/ ��^ IST vV it NEW FIAOR t- 4 DEMO � -azTOTAL. AREA AREA TOTAL TAREA / BATHROOM�/ KIl'CHEN �l1 OTHER REMODELARE:A tON REMODEL AREA b1A REMODELAREA N/ PORCH AREA DECK AREA TOTAL DECE/P0RCII AREA I GARAGFAREA: DF.TACII IrlATTACTI A DWELLINGUNITS ISASECONDUNTT []YES SECOND STORY YES BEING ADDED! NO ADDITION! RNO PRE -APPLICATION ❑YES IF\'ES. PROVIDE COPY OF PLANNING APPI.b PNO PLANNING APPROVAL LETTER 19THEILDGANYES EICHLER HOME! &NO# n RECEIVED BY: TOAL VALUATION: -Z6,0100 By my signature blow, 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 provided is correct. I have read the Description of Work and verity it is accurate, I agree to comply with all applicable local ordinances and state laws relating to building con etion I authorize representatives of Cupertino to enter the above-identiLed property for inspection purposes. Signature of Applicant/Agent: Date: 2� Z SUPPLEMENTAL INFORMATION REQUIRW PZ CHECK TYPE ROUTING SLIP VER -THE -COUNTER ❑ BUILDING PLAN REVIEW New SFD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS ❑ PLANNING PLAN REVIEW Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLIC WORKS Tom if any Hazardous Materials are being used as part of this project. ❑ ❑ LARGE FIRE. DEPT _Copy of Planning Approval Letter or Meeting with Planning prior to ❑ MAJOR ❑ SANITARY SEWER DISTRICT submittal of Building Permit application. ❑ ENVIRON'MENTALHEALTH Bldglipp_2011.doc revised 06/11/11 ,GOPn • 15650 Vineyard Blvd. Ste. A 3#` Morgan Hill, CA 95037 ec Office: 408-842-5599 Fax: 888-234-8057 matthpmgconstructors.net Structural::Design Calculations Foundation ,Stem -Wall Penetration Structural Frame Applicable to any Stick -Framed Single Family Residence, 2 -Story and less, 3,500 fe and less, in CAwith Snow Load 20 psf of less RE: 21604 Castleton St., Cupertino, CA 95014 REVIEWED Reviewed BY. — cUPERTINO ullding DePar "ert _ .IUI. 0 2 2012 INDEX: suBmiTTAL Standard Specifications Pages 1-3 Calculations: Pages C1-05 # 1 Notes, Disclaimers: • MG Constructors '& Engineers, Inc. (MG) takes no responsibility for items not specifically.addressed within,this report set. • This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). i 15650 Vineyard Blvd. Ste. A Morgan Hill, CA 95037 cc Office: 408-842-5599 Fax: 888-234-8057 matdi@mgconstructors.net Standard Structural Specifications— MG Constructors and Engineers, Inc. (MG) LOADS: a. The following loads are used for the design/analysis: i. Roof Live Loath 20 psf ii. Roof Dead+Load: 15 psf iii. Straw Load: 20 psf iv. Floor Live Load: 20 psf v. • Floor Dead Load: 15 psf vi. .Exterior Wall Dead Load: 10 psf vii. Interior Wall Dead Load: 7'psf 2. LIMITED SCOPE OF MG'S WORK: a. The scope of work of MG is limited to structural design of the following elements of the previously constructed residence: is One or two-story, stick framed residences. ii. Maximum residence size: 3,500 W, total (not including garage). iii. Not applicable to masonry or brick buildings or masonry or brick siding. iv. Not applicable in areas with snow loads greater than 20 psf. MG takes no responsibility or liability for items not specifically addressed in the sketches or callouts b. Unless specifically included above, MG has not analyzed any portion of the specific building, including but not limited to: foundations, beams, columns, walls, floors, floor framing systems, roof framing system, connections, etc. 3. OWNERSHIP OF THIS REPORT: a. Ownership ofthis report, sketches, and other intellectual information pertaining to the project shown herein shall remain sole property of MG. 4. SINGLE PROJECT: a. These sketches notes, and specifications are only valid for the project indicated herein. There documents are not valid, are not applicable to, and shall not be used for any other project at any other location. S. INSPECTIONS: a. MG recommends that the Contractor, Builder, or Owner retains MG or other qualified structural specialists to provide on-site inspection services of the items analyzed/designed herein. It is the responsibility of the Contractor, Builder, or Owner to arrange such inspections. 6. BASIS OF DESIGN — APPLICABLE CODES: a This design is a.voluntary upgrade and repair initiated by the Owner and is intended to strengthen certain portions of the subject residence. These upgrades and repairs may or may not bring the affected part(s) into compliance with the current code; however, all affected portions will be stronger than exists currently, and at least'as strong as original construction. Page 1 of 3 15650 Vineyard Blvd. Ste. A _ Morgan Hill, CA 95037 mac: Office: 408-842-5599 Fax: 888-234-8057 match constructors.net b. All construction shall adhere to the minimum requirements of 2009 IBC with CA amendments: Contractor shall be responsible to comply with all OSHA and State Labor and Industrial Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. 7. COMPETENT CONSTRUCTION PERSONNEL: a. Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. 8. CONFLICTS OR ERRORS IN PLANS: a. Contractor shall verify all the dimensions and "fit" conditions in the field. Should the Contractor or Fabricator note any conflicts or errors in the Plans and/or Specifications, they shall be brought to the immediate attention of the Engineer. If any questions arise during construction pertaining to any structural matter, the Engineer shall be consulted immediately. 9. CONDITIONAL WOOD FRAMING a. Material: All sawn framing lumber shall be Douglas Fir — Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have a moisture content of less than 25%. b. General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members per the Plans and applicable building codes. c. SimMgwSDS Wood Screws: Where specified, install per manufacturer's recommendations. In general these do not need pilot holes; however, if wood is old and/or very dry, pilot holes may be required to avoid splitting. Use length as specified in,Plans, but never less than required to ensure full strength. 10. PRE -FABRICATED FRAMING CONNECTORS: a. Manufacturer: Simpson brand is specified; however, any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b. Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements. The load carrying capacity of the prefabricated items cannot be guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be galvanized or stainless steel. If installation risks cracking of wood, contact Engineer for alternate nailing and/or alternate connector. c. Corrosion Resistance: Use the following depending on the level of corrosion resistance required: i. Low Corrosion Resistance: Use standard G90 zinc coating with 0.90 oz. of zinc per square foot of surface (total both sides). Typically used for interior and exterior dry conditions. ii. Medium Corrosion Resistance: Use Z -Max galvanized products with 1.85 oz. of zinc per square foot of surface (total both sides). Hot -dipped per ASTM A653. Must use hot -dipped galvanized fasteners with these products. Typically used for exterior wet conditions. Page 2 of 3 15650 Vineyard Blvd. Ste. A s `�" s _� Morgan Hill, CA 95037 cc. Office: 408-842-5599 Fax: 888-234-8057 matth m constructors.net Structural Design Voluntary Structural and Drainage Repairs at 21604 Castleton St., Cupertino, CA 95014 15650 Vineyard Blvd. Ste. A Morgan Hill, CA 95037 ROWN Office: 408-842-5599 Fax: 888-234-8057 ` -..I'd.. matth constractors.net Matthew Hagerty, P.E. Project Location: 21604 Castleton St., Cupertino, CA 95014 SCOPE OF WORK INDEX: --;l'i 1.J17 -,t/ Design Sketches and Tables: Pages 1-3 ,-7010 Cho, GEc CMG, Standard Specifications: Pages 4-6 GpG, GFsc. Notes, Disclaimers: • MG Constructors & Engineers, Inc. (MG) takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the orieinal complete set are not valid and shall not he used (excludin¢ authorized. stamned 1. Girder, Post and Pier Addition, Per Page 2 2, Foundation Stem Wall Penetration per Page 3 3. Addition of Trench Drain, Sump Pump, and Crawl Space Liner 4. Downspout Drainage Repair �sv j ar Sw+°•" fJ Ar _iaµuT\act ss� ppY( 7 .— 'T >1 P I b 0LT I-ti—a= JUL 0 2 2012 lay: � s SUBMITTAL �IA o G�. '• • �� ✓rct�na -: � T — [a--- 11 _71n e eA}ni sa�l (Jti„gor L6r1c.,- ,Ri � LEY - n Pnk i o P�-I ddMMUNIJ IEV P tErT DEPART AENr � x `X4 bP, ITK APPROVED This set of plans and specifications MUST a kep a e (�✓� fa'-�e- job site during construction. It is unlawful o make any changes or alterations on same, or to ieviateREVI FITS To BE c u c AT61D to n ii).r v' I from the Builtlin, therefrom, without app �Q�(� 9 q eFi k6 FRo/A ALL stam o,t/this pla faid specifications SHP _L NOT PgaP�[yY L, w6'5 �0h, t qr�t or to be an approval of the vic la, ri ge-�^ \ u I D` _y pr�ow{s ons of any l, ty/ Ordinance or Stat La . 2 BY J fin/ f-f17z--,H DATE PERMIT NO. v � i JUL 0 2 .WED FOR By I ffldl Y I Y Etk�r,o. i �py?'Ir.,1C1y�I� ♦ S%arr-IJrenL�1 �2✓Z PERTINO drnln�.je � 4%o (ion -t Page 1 of 6 15650 Vineyard Blvd. Ste. A s =s Morgan Hill, CA 95037 r Office: 408-842-5599 Fax: 888-234-8057 ° matth constructors.net GIRDER, POST AND PIER ADDITION 1. Floor Girder: 4x6 DF. 2. Temporary Jack: Use a 2 -ton, minimum bottle jack with heavy timber blocks as necessary to slightly jack up new floor girder. Do this slowly, and if other jacks are used, evenly. a. Place jacks as close to new post as, possible - not further than 3. Footing: 12"x12"x 12" tall cast in place footing. Use 2 - #4 rebar each way in bottom. .. .. Place footing on fain, dry compacted native material: If existing soil is.wiM contains organics, or is otherwise unsuitable, remove and replace with structural fill. Compact to 95% relative compaction. If ground is sloped, cut out slope so that footing bears completely on cut material. 4. Pier. Place min 10"x10"x8" tall precast pier on cast in place footing. r Aze* vwzE 7?OEAT6D. 5. Post: 4x6 post. Bottom end to bear on PT block or asphaltic -building paper. 6. Post Cap: Use AC, PC, or similar with galvanized nails. 7. Post Base: Connect post to pier with one A23, with IOd galvanized nails. C014-1. �� * 611, 11-1 ypii &,, 6cl�e, ZJ E-- :,r, 1 Z1 i - Page 2 of 6 15650 Vineyard Blvd. Ste. A a b Morgan Hill, CA 95037 c Office: 408-842-5599 Fax: 888-234-8057 matth@,mgconstructors.net FOUNDATION STEM WALL PENETRATION STRUCTURAL FRAME 1. Floor Beam: If a floor beam exists that will bear over the new steel frame, provide temporary post 4x4 or larger prior to cutting hole in stem wall. 2. Opening: The opening shall be cut directly under mudsill, no larger than 40" wide x 28" high. 3. SteelTube' Frame: Provide min HSS 3x2x1/4,welded as shown. Center under' the mudsill. 4. Connection to Concrete Provide six connections to the concrete opening as shown.' Use Then HD 1/2" x 6", or Wedge -'All 1/2" x T'..Minimum embed = 4". 5. Connection to Mud Sill: Provide two connections to the mudsill as shown. Use SDS 1/4 x 3-1/2. 6. Sealant Around Frame: Use Sikaflex of similar around frame, both sides. 7 Enclosure: Provide concrete enclosure. Reinforce enclosure with 244 bars in the footing and 244 bars in the stem wall. Dowel into existing foundation with 244 bars into the footing and 24 bars into the stem wall, 6" embedment. Lap dowels with enclosure reinforcement. Locate reinforcement in center of footing and stem wall. 1! 8. Door or Exterior Enclosure Cover: By Contractor. I�ai tew5}1"i A -A CUP Ex i6t Building] rfp rtrn 1 40�/ I �- (yx ��i Mi I I ( y� JUL 0 2 2011 REVIEWED FOR MPLIANCE 7 Reviewed By: lzo ' Page 3 of 6 ;� 15650 Vineyard Blvd. Ste. A Morgan Hill, CA 95037 c. Office: 408-842-5599 Fax: 888-234-8057 matth@mgconstructors.net 15650 Vineyard Blvd. Ste. A F Morgan Hill, CA 95037 c� Office: 408-842-5599 Fax: 888-234-8057 matth@mgconstructors.net Standard Structural Specifications — MG Constructors and Engineers, Inc. (MG) 7. CONFLICTS OR ERRORS IN PLANS: a. Contractor shall verify all the dimensions and "fit" conditions in the field. Should the Contractor or Fabricator note any conflicts or errors in the Plans and/or 1. LIMITED SCOPE OF MG'S WORK: O Specifications, they shall be brought to the immediate attention of the Engineer. a. The scope work of MG is limited to structural design of the following If any questions arise during construction pertaining to any structural matter, the elements of the previously constructed residence: Engineer shall be consulted immediately. i. Addition of girders along with floor posts and piers. 8. CONDITIONAL WOOD FRAMING ii. Addition of drain trench, sump pump and crawl space liner. a. Material: All sawn framing lumber shall be Douglas Fir —Larch, Number 2 or iii. Exterior crawl space access. better, unless otherwise shown. All sawn wood shall have a moisture content of iv. Downspout drainage repairs. less than 25"/0. MG takes no responsibility or liability for items not specifically addressed in b. General Construction: Predrill`all nail holes where required to avoid splitting. the sketches or callouts b. Unless sketches or uded above, MG has nroYanal an rtion of the Y y Connect all wood members, per the Plans and applicable building codes. c Simnso';SDS Wood'Screws. Where specified, install per manufacturer's specific building, including _but not limited to:, foundations, beams, columns, I walls, floors, floor &airiiiig systems, roof flaming system, connections, etc:-` ' I recommendations ,hi general these do not need'pilotholes; however, if wood is .� old end/orvery dry, pilot holes may be required to avoid splitting. Use length as 2. OWNERSHIP OF THIS REPORT: specified in Plans,.but never leis th`anrequired.to ensure full strength. a. Ownership of this report, sketches, and other intellectual information pertaining '' 9. PRE -FABRICATED FRAMING CONNECTORS: to the project shown herein shall remain sole property; of MG: ) a. Manufacturer: Simpson brand is specified;. however, any other nationally 3. SINGLE PROJECT: recognized brand (Silver, KC, etc.) may be used provided that they are equivalent a. These sketches, notes, and specifications are only valid for the project indicated in then ability tarty all applied loads i all orientations. l b. Installation: Thea Contractor shall install all prefabricated items in strict herein. There documents are not valid, are not applicable to, and shall not be used accordance with the manufacturer's recommendations and requirements. The for any other project at any other location. load carrying capacity of the prefabricated items cannot be guaranteed if this 4. INSPECTIONS:shall provision is not adhered to. Nails and screws which will be exposed to weather a. recommends that the Contractor, Builder, or Owner retains MG or other be galvanized or stainless steel. If installation risks cracking of wood, qualified structural specialists to provide on-site inspection services of the items contact Engineer for alternate nailing and/or alternate connector. c. Corrosion Resistance: Use the following depending on the level of corrosion analyzed/designed herein. It is the responsibility of the Contractor, Builder, or resistance required: Owner to arrange such inspections. i. Low Corrosion Resistance: Use standard G90 zinc coating with 0.90 oz 5. BASIS OF DESIGN — APPLICABLE CODES: of zinc per square foot of surface (total both sides). Typically used for a. This design is a voluntary upgrade and repair initiated by the Owner and is interior and exterior dry conditions. ii. Medium Corrosion Resistance: Use Z -Max galvanized products with intended to strengthen certain portions of the subject residence. These upgrades 1.85 oz. of zinc per square foot of surface (total both sides). Hot -dipped and repairs may or may not bring the affected part(s) into compliance with the per ASTM A653. Must use hot -dipped galvanized fasteners with these current code; however, all affected portions will be stronger than exists currently, products. Typically used for exterior wet conditions. and at least as strong as original construction. b. All construction shall adhere to the minimum requirements of 2009 IBC with CA 10. STANDARD CONCRETE: amendments. Contractor shall be responsible to comply with all OSHA and State a. Strength, Mix Placing_ All concrete, unless otherwise specified in the Plans, Labor and Industrial Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built shall attain a 28 day strength f c = 2,xim psi, and shall contain not less than 5 - a condition of the structure and related systems. 1/2 sacks of cement per cubic yard. Maximum water/tamer t do shall be 0.45 y and maximum slu aximum aggreg��$�� Ing and placing 6. COMPETENT CONSTRUCTION PERSONNEL: of all concrete and f material to b9d9X9adpWbVA IBC and ACI a. Only competent personnel familiar with construction and safety practices 304 (latest editions % air entraining in all concrete exposed to earth or germane to the project shown herein should be employed to assemble and weather. JUL 2 212 construct the work. OMPLIANCE Page 4 of 6 REVIEWED FOR Page 5 of 6 Reviewed By: 15650 Vineyard Blvd. Ste. A _ Morgan Hill, CA 95037 WAM Office: 408-842-5599 Fax: 888-234-8057 matth m constructors.net 11. CONCRETE REINFORCING: a. Strength, Splicing, Bending_ Reinforcing bars (rebar) shall be Grade 40 (Fy = 40 ksi) or better, unless otherwise specified in the Plans. Lap all bars 30 bar diameters, or as specified elsewhere. All reinforcing shall be detailed, bolstered and supported in accordance with applicable ACI codes. Bars shall be bent with minimum 6 bar diameter radius for sizes up to and including No. 8, and 8 bar diameter radius for bars larger than No. 8. b. Cover: Provide the minimum cover: i. Footings and other unformed surfaces, distance from the bar to the earth face.........................................................3„ ii. Formed surfaces in direct contact with earth .......... 2" iii. Surfaces exposed to weather......; ................ iv. Surfaces exposed to salt wateri:............... :......... 3" q V. For slabs n, -grade; center the reinforcement in the slab unless otherwise specified r. ' 12. STRUCTURAL STEEL: a. General: All fabrication and erection of structural steel shall comply with the. requirements of AISC (Latest Edition).- b. Materials: All materials shall comply with the following standards, except where' � l noted otherwise. Structural steel tube sections shall be ASTM A500, Gr. B (Fy = j 46 ksi). c. Welding: All welding by appropriate certified structural welders. For shielded metal arc welding, use only low hydrogen electrodes, min. 70 ksi, in conformance with current ANSI/AWS code. Weld size shall be equivalent to or better than the element being welded, and shall be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of welded elements. d. Steel Coating Systems: i. General: All coating systems shall be installed in strict accordance with manufacturer's instructions and recommendations. Touch up shall also be in accordance with manufacturer's recommendations. ii. Steel shall be shop or field coated with a 2 coat system consisting of a 2 Y mil red oxide zinc chromate alkyd primer under a 2 mil long oil alkyd enamel. Preparation shall be brush wire cleaning. Unless otherwise specified by the Owner, the final color shall be `primer red'. Contractor shall verify this color with Owner prior to any paint application. Page 6 of 6 M F41 Morgan Hill, CA 95037 Office: 408-842-5599 Fax: 888-234-8057 mp Sump Pump System SuperSump includes the finest pump available - a high - 1/3 HP cast-iron Zoeller sumA-pump with a mechanical switch. This pump was chosen as the best from among ly 50 models. It pumps 2220 gallons per hour at a 8 - discharge head (43gpm) smoothly and quietly. It resists ling and can pump up to V2 -inch solids. It will perform bly for many years. The patented airtight sump_pumo cover keeps out sump pump odor due to moisture in the sump pump basin, as well as bugs and pests, quiets sump pump'nolse, and; protects small chlldren.rrom playing with and falling Into the sump. rhe'Pollowing features are included 'with every.SuperSump armp pump system:-- • Zoeller Pump = cast-iron sump pump • WaterWatch Somp'Pum � Ag larm - sounds off In they event of pump failure - ,. •auMR2Am9Bast - stuidy'liner for the pumps • Cleaneump Stand - to elevate the. pump! out of sediment • Sump Pump Check Valve- prevents backwash of pumped water` • luQuard Discharge tine Protection - protects discharge line from freezing • Bi&.ment Floor Drain - air -tight floor drain In sump pump cover • Sump Pump Cover - air -tight cover with built-in drain and alarm The SuperSump is designed to house a secondary battery backup sumo pump, the UltraSump, within the ame liner In the event of a power outage or pump failure. 'W�l'51M WI T-011- C4Gt DaA)N tA o-w""m – --- — AHI�t roa male = q r ".1;,,,� ;r arm, � � l :•i:� j Y t2 2012SuperSump 15650 Vineyard Blvd. Ste. A Morgan Hill, CA 95037 Office: 408-842-5599 Fax: 888-234-8057 matt6 constructors.net CleanSpace - Crawl Space Vapor Barrier The CleanSpace Crawl Space liner is a 20 -mil crawl space vapor barrier that Is instaspat led a. Itshe aim and w tabli: ofacrawl �� r� spare area. Its also suitable for dirt� � basements, basements that have very uneven walls and floors, or basements with an enormous rork,or sirnilai unmovable Crawl Space Encapsulation System* In the space. Once Installed, It completely stops mol5luro from passing through to the tome; Inducing mo75tirie from the dirt below and water vapor from dirt and co walls. When combined with alrtlght crawl space vent3 and doors; It will also' protect your crawl space or basement from outside molsb, and humidity that vlould,othenwlse,paw In through openings in the Crawl space walls (such as Crawl space vents and openings around pipe penetnitions). _ The CleanSpace liner Is warranted to be Durable and long-lasting.; Made with seven layers of higWdemlty, . polyethylene'lot-denslty,polyethylene; and polyester tard,•'It comes with a25;yearwwarranty against damage from orm nal wear and tear, allowing for acoea by.the homeowner and wr4lcemen without the worry dapping or damaging the llce r: Once CleanSpace Is Installed In your home, you'll be able be anzess the space without wory, using your.crawlspace or newly -protected basement as dependable storage spam. Once Installed, CleanSpace perfaWy mmblnes function and visual appeal. With a bright white liner,it's easy to see pat how dean your Ihrer Is. The white calor is much more nefleWve than black or dear c avdspace liners, making the best use of available lighting during acres A dear WalICa }}_ block wall covedno makes It available for inspection by termite contractors without arty need o remove the Inver, and a special antimicrobial additive, Ultrafresh, ensures that _ mold and bacteria growth will not be supported by the liner. Installing a CleanSpace crawl space vapor barrier In ',.h .�•_„ -- "-;L`- your home ensures a healthier, better preserved home. A • ;Y • dry crawl space will not be damaged by mold and mosmre, ' 1'""wf'�'•'i saving you monmy on eventual expensive repairs. And because moisture and outside air are not dampening your crawl space Insulation and bringing their temperatures and humidity Into your home, you will benefit from significant energy savings in your home. We'd like to offer you a free crawl space encaosulat on ouote, along with our free 88 -page full-color took on Crawl space issues and how to sop them. To get started, call or contact us by e-mail today) Me n IM saaeaaa! \ crawl fpm. ipsdatlAs- 1 7\\ ®S121 mal CUPER'TINO Building Department JUL 0 2 2012 REVIEWED . -`. ], Reviewed By: .rJ