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042-100-062
042-100-062 02-1171 HE_RNANDEZ, ASCBNCION &_�5RANCHOARROYOI..N., CONT: MART CONST. �_II11,Ii�iill-o3 NSF W/GARAGE ENVIRONMENTAL HEALTH CLEARARANCE DATE '51-2-7 of 14 v I ® .2 I 10 0 �v NOTES r�IfV7 � /%r/e ale / RESIDENTIAL" _ 042-100-062 02-1171 PERMIT NO. HERNANDEZ, ASCENCION �4WRANCHO ARROYO LN., CHICO COAT: HART CONST. `'-- NS-FW/GARAGE , .SPECIAL CONDITIONS CHECKED BY -- SRA , FLOOD CERTIFICATE, REQ. FIRE SPRINKLERS REQ., `. SPECIAL INSPECTION ITEMS VERIFY 9 USE PERMIT CONDITIONS Kw SUB -STANDARD HOUSING.LETTERR:a, OFFICEuCUPy� 5.,y Address I y GAS 1 Meter By ELECTRIC Date `v G , Meter By Date���`�! J ti t: I!, h I� i . tt .SPECIAL CONDITIONS CHECKED BY -- SRA , FLOOD CERTIFICATE, REQ. FIRE SPRINKLERS REQ., `. SPECIAL INSPECTION ITEMS VERIFY 9 USE PERMIT CONDITIONS Kw SUB -STANDARD HOUSING.LETTERR:a, JOB FINALED (Date) r Signature 16Z I k auji OFFICEuCUPy� 5.,y Address I X GAS 1 Meter By ELECTRIC Date `v G , Meter By Date���`�! J JOB FINALED (Date) r Signature 16Z I k auji /= OK T 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date V601oor (Plans) OK except #'s Date 7 -;Z o ' g• etbacks-Easements-Flood-Slope Date o4 t , ain; Soils-Elec. Grnd.-/ /- Fig. Depth Date Ftg., Garage• oils-Steel-Elec. Grnd.-/ /6 /- Ftg. Depth 4. Ftg., Porc es & Decks; Soils•Steel-/ /" Ftg. Depth 5. Stem Is, Main; Steel-Blockouts-Wrapped 6. S walls, Garage; Steel-Blockouts-Wrapped Al old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pie,Aireplace Ftg.-Steel &i� —V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anc rs - Yard Gas Piping; Size Test 11. Water Pipe; T chors-Regulator-Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 11 Card B''-1 ate Card B-1 Date 7 -;Z Card B-1 Date 0-/ and 13-1 Date o4 Card B-1 Date Card B-1 Date PLUMBWG (. emit) OK except #'s 10 W er Htr.; Vent -Access -Combustion Air Baffle W er Pipe; Test & Anchor -Nail Protection 1 W.V.; Test Fittings & Anchor -Nail Protection Al Shower Pan; Test, First Floor -Tub Access 21. Tes ub & Shower, Second Floor -Tub Access ,22. as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i Date ME NICAL (Permit) OK except #'s t ucts Insulation & Support ent Exhaust above insulation 3ZrGo deensate Drain & Overflow, Size & Grade Fu ce--Vent Access -Comb. Air -Return Air Vent 115 outlet I 39 -'Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F M G (Permit) OK except #'s 40. roper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound e . g Walls over Girders & Floor Nailing 4 raft S p in Walls (rat proof) . 4 tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) Date 11 Card B''-1 ate Card B-1 Date Card 8-1 Date Card B-1 Date E CTR AL (Permit) OK except #'s Ua-"FixJRfe & Transformer Clearance -Ins. Protection Sa—Ber—m Ele eceptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 5 RoSWInstalled Close to Edge of Studs & C.J. quip. Ground -made up w/Meth Fasteners -Bond Gas & Water f ante Circuits in Kitchen & Conductor Size GFI 5. Subfeed Wire Size /9AZU A.C! Wire Size / /" u or At 30. Range Circle / ga or At Oven Circ. / / ga Cu or At Insulated Neutral 0 Yes 0 No 31. Serv'ce-Riser Conductors & Ground Main Disconnect 5 learances Panels -Motors -Meth. Equip. 3 Clothes Closet Light -Shower Light -Spa Light -434A -oke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 i Date ME NICAL (Permit) OK except #'s t ucts Insulation & Support ent Exhaust above insulation 3ZrGo deensate Drain & Overflow, Size & Grade Fu ce--Vent Access -Comb. Air -Return Air Vent 115 outlet I 39 -'Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F M G (Permit) OK except #'s 40. roper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound e . g Walls over Girders & Floor Nailing 4 raft S p in Walls (rat proof) . 4 tops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing 'ingle & Duplex) Date FRAMING (Continued) 4 Han rs-Post Caps -Anchors -Connectors 4 . ling. JojAt-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. pl Ties or Type A Flue -Fireplace Throat Clearance tic Ac ss; Size & Romex Protection -Draft Stop -Ins. Baffles Sa—Ber—m Windows or Exiting Doors -Sill Ht. & Dimensions Garage Protection Framing 5 perfy..IcKi Firewall & Openings �orOne 3' -Check Garage 3rd Story, 2 Exits tair5;,wtath-Headroom-Rise-Run-Landing-Fire Protection SS -Plywood on Roof Overhang -Attic Vents -Ratter Outriggers 56. Siding -Nailing Veneer 57. Stuc esh-Drip Screed -Fd. Vents-Underflr. Access 5 lazin Area -Glass Protection -Skylights -Plastic Ser-gihear Walls; Nailing -Bolts 60 race terior/Exterior Wall Panels sulation-Walls-Ceilings �1 62. Infiltration -Walls -Windows Date/—/7-/)3 —� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI AL (Plans) OK except #'s 63. Ext teps-Door & Sidelight Protectio-Landin 4 m Detector urnace Vents -clearance -Comb, Air -Connector - In Ga Above Floor -Ducts -Meeh. Protection F.I. & Bath Fixtures & Tub Access -Spa 68. lec. Trirp,& Subpanel, Breaker Size Labels r ee or Stove, Clearance -Hearth Outl ts'at Wood Panel, Int. & Ext. Kit. F.*r.'& Appliance; Ground -Air Gap -Cooking Clearance 7 O lets & Receptacles at Kit. Counter ge Fire Door; Swing -Landing -Closure eA . Duct in Garage -Damper (SVNtr. Htr • ents-Clearance-Comb. Air Connector-P.R.V. in rage; Above Floor -Meth. Protection , Elec. & Mech. Equip. Listed for Location E . Receptacles in Garage (FFI.)-Romex Protection Ins tion -Foam -Looked in Attic uard Rails & Deck Conslruction;Post Caps 81. Fdn. VBents & Crawl Hole D r Drainage & Woo 'Earth Clearance Looked under3f8cr 0 Yes 82. Folltld./Drive s CiNo/WalkslanterslAfs J No -(% 8 tut Brown -Finish Unit Disconnect, Electrical -Plumbing Vents Wove Roof, Plbg-Appliance-Fireplace-Clearance to Openings ell, Disconnect, Electrical, Plumbing x for Elec. Trim, G.F.I. Receptacle -Underground 8&.-'fe,p ilatiofi Throuahout House o 6 ions from Previous Inspections 9 st-Meters Tagged, Gas -Electric ter & Sewer Connected -C/O to Grade -HD Approval orgy Compliance Certificate -Other Certificates Address Posted Date �J Card B-1 �/ Date Card B-1 Date it Card B-1 .1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ,/ = OK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 9. 1. Zdning Requirements -Setbacks -Easements Roof; Shthg-Roofing 2. Soils; Special MH Support Sketch 12. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Date 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete FINAL (Plans) OK except #'s 6. Gas; Location -Test -Wrap;-/ /" L 'H. / P Nat. or/ /"L"ft./ /'LPG 2. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -,Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Elec'ricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caroorts; Windows -Doors ` 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE , ;r 'BUILDING DIVISION.... ' - - DEPARTMENT OF`DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is % completed. If you have any questions pertaining to this matter, or need additional explanation, Please co tact this office immediately. 7 Vee, V/ , rg a %tC Z%1I 17 /2Z Z- 7 7' (/�LGT ani 11y2 Date Inspector RE t;042 �<<� 0yl�� V64 7/-6x. u�.. --..cam- tw r•_+v ...,,., �."5� "''„'-�w.ryea c'1�1'"'.F '-+ply_. _ ' �Y'f f ! F COUNTY OF BUTTE..- ` BUILDING DIVISION q DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 14 kn/ AW -V z Ga - 1/7/ OWNER PERMIT NO. i' A routine inspection indicates that the following violations of but county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is °I completed. If you have any questions pertaining to this matter, or need additional explanation, A k_ Date — Inspector 1t REV 10/92 ........ F `COUNTY OF BUTTE, _ _ , , , .. Irl. ' ' ' ' ' . ' ' ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER Off- I/ PERMIT NO. ,A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date U —G� Inspector REV 10/92 }COUNTY OF BUTTE BUILDING DIVISION--''' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE y L: n /\/4,q/ Z2 QQ- 1171 OWNER PERMIT NO. M ` utine inspection indicates that the following violations of butte county Ordinances exist at the € above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions -pertaining to this matter, or need additional explanation, please contact -this office immediately. WORMS COUNTY OF BUTTE ....... BUILDING DIVISION • - - DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. It you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. auG/TAYe r l'�,i /� /` l�i/i✓1�' lir % �_� 111 � G1`✓�,' G COUNTY OF BUTTE .. , ... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER RMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date v Inspector�w���f/� REV 10/92 11-71 f INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVIS- ON, O VI FROM: , ENVIR. HEALTH, CHICO DATE: RELEAS ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �/��'/�%��e SEPTIC: .. WELL: AP#:�— ADDRESS/LOCATION: /7YJ Comments: GL/memos/releasehold COUNTY OF BUTTE - DEPARTMENT'OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive OrovilleL California 95965 •Telephone (530)538-7541 PER,MyT No. (Rev.1;2/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMBER 042-100-062 ZONING BUILDING PERMIT OWNER ASCENCION HEI:tNAND TELEPHONE 893-3433 SO. FT. OCC. BUILDING VALUATION 2778 R3 150 012 .OWNER'S MAILING ADDRESS 1417 SHERMAN AVE. CHICO CA 95926 516 U 9 288 cGMHART SCONMUCTION TELEPHONE 8915273 470 C 6110 188 0 1,116 CONTRACTOR'S MAILING ADDRESS 2591 KENNEDY AVE. CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 168 22 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 881.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 572.65 BUILDING ADDRESS , l�L'1L\CHO AM0YO I.N. H^� �l Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 1,496.65 LATT. LOT_ SUBDIVISIONS NAME PARCEL MA° icq I PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF39 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 3 7.00 91.00 - Solar or heat um water heater 23.00 Water piping 15.00 15.0 Each gas water heater or vent 15.00 15.00 TYPE OF WORK yyyy New)'�T Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W 1@20.00 PERMIT FEE $ 171.00 ELECTRICAL PERMIT Filing Fee 20.00 EOOV Main Service 200AOROR tESSKESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and' effect.POWER License Class T3 Lic. No. S V O 5_ 7 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zoOA TO lOooA 46.00 NEW CONST. DW ING OCCUP. OR ( 3.5Qso. FT corer. MorELLoou�rLS. NON-RESID. @7.50 APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.BAL 20 Q 1.00 @ .50 Ex. Occup. .' E' RESDOERA, 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 181.29 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 1 20.00 Heating 45.0 Cooling 60.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEE $ 140.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 workers' compensation laws of California, and agree that rf I should become subject to theworkers' compensation provisions of section 3700 of the Labor Code, I shall kTnnvwi th comply with ose provisions. X ° _____ Date ^ �- ® Z Sig ature f pp ican - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 2,035.44 HAZ. - D. FEES IMP - FLOOD CDF - PARCff - HD - ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ByIF PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �y O� Date / 0 O� ate ReceiptNo. 343924/$664.28?? ` WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR L NROD APPLICAN i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 Y PERMIT APPLICATION DATA SHEET OWNER: a Z ASSESSOR PARCEL NUMBER d 0^ O Proposed Building Use: / Counter Technician: t Date: �f o Items required in order to fipply for a permit. All boxes MUST be checked OR marked NA in order to apply/, /1.. Plot plans, 3 or 4 sets, signed by the preparer of the p fans:/� XC5 omplete plans, 3 or 4 sets, signed by the prepare r of the plans ngineered plans, 3 or 4 sets, with wet slgnaturein plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! nergy compliance design and supporting documentation in duplicate. I &6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or " A- foundation plans, all in duplicate. I �' , � 1�1` 7. Metal buildings: (A) Metal Building Plans, (B){Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these mustlbe stamped and wet -signed b'y' the ig neer. Items required for initial plan review. If checked items have nottbeen received,1p12n review caaoroFeed:� e'mit will be indexed and returned to the plan review line -up -when required items are received. r \� Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and agnea, in duplicate .................................. ❑ 9. Plot plan and business license approval from the City of Biggs .........................-, . r ❑ 10. Letter of intent for non-residential buildings....... I. �:...................r .........�.............. ❑ 11. Detached Accessory Building Form filled out by the owner....t..,,.i�t...'�... �................ ❑ 12.; Hazardous Material Form ............................................ ............................... ❑ 13. Other RemLaining items needed to issue the permit. (May require additional plan review/,up�on receipt of the following items.) 4. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ P. Statement of Intent for Non -heated and A/C Buildings ................................... ....' VI Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. 5AY of Chico Plumbing permit......................................................... .............. 1 California Department of Forestry plan approval ❑ paid. Sent by: ...................... QPf9. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... r ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required.. (- ❑ 23. Contractor's license information. (Number, Name Style, Classifcat on)' ..................... ❑ 24. Worker's Compensation Carrier and Policy Number........... ".Z.'?...y 25. Owner -Builder Verification (❑ Given to.owner, ❑ Mailed to owner) ..................... 4KLetter of Signature authorization.................................................................... . corded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the abov I items and requirements for obtaining a building permit. Applicant: Date: S- � ` U Z 1. Index permit application for the above items numbered: 0 / V J (i, _ Plan Check Letter 2. Additional items required ontrac ,'designer, owner, was advised of the above data by P,"phone, ❑ mail, ❑ counter, by Date: actor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, b Date: n, Plans reviewed by: Ci Date: u Plans approved by: Date: ` Structural reviewed by: Date: Structural appro ed by: _ Date: IT11.3pZ Note transfer by: Date: J Yellow: Building Division BUTTS COUNTY PARRS DEVELOPMENT FBS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parce Property Owner Project Locati Subdivision Residential Development: (check one) New Development Alteration/Addition Lot Number(s) Total Number of Dwelling Units Comment: Mobilehome(s) _Non -Residential to Residential Y/lip Wlvo A&�??OQM Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that �C.e. a-\ c' � on 91.,;1 3LI 33 (Ap'plicant Name)(Phon e Number) ' CI �� w,a v✓cZ, ,.(Street Address) 59 1(� (City) (State)- (Zip Code) has complied with the requirements of Butte Co. Resolution No.' 90-140 by payment for _ dwelling units @ $1,189 for total payment of $ 115 q --oz. CARD Representative Date PAID BY CHECK NO. REMARKS: BANK NO. 0, " ( PAID BY CASH RECEIPT NO. 09/.30/02 055154 11:41AM t*XTUk $1189.00 Distribution: White --Applicant Yellow --Butte Co. Building Dept. Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) T C 4 , """rri .'n .�t r n •��'w f( .. ♦'F `, t �r '+l`4� Z -X A yYY`+:+.'..mT�y. jr:.��_r..,.. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION -FORM o'4wl(One form per Building) r �1 �h �I School,District � L. V /�.. � �'P/� Building Department No. A.P. Number "/ Mlov .f+ Jurisdiction: City r ®County Property Owner Lltemavt� Property Location/Address 1 q 8,J n ho Subdivision Residential Development Commercial/I ndusthal Building Depa No of Living Mobile Units Installation F _ %ew Addition W Representative (164-10 G-YI Lot No. Z ................................................................................................................ . Sq. Footage (P<r Addition/ 'Supplemental to (Group R) Conversion* Permit # '(No foundation inspection;: 4.' Irioor clans reviewed by School District District Identification No. 1Otrj School District certifies that ;?-gk (Street ".-0 Sq. Footage (Including Exterior Roofed Areas) Date`'' - 5' (App cant) (Phone Number) n (City) Q (State) .f (Zip Code) ft has complied with the requirements of Resolution. No. C7� 7 ~ O by payment of $ .�' 9W. c; " representing -' square feet. 11AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: a � � Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm 1 � 6 i 4.' Irioor clans reviewed by School District District Identification No. 1Otrj School District certifies that ;?-gk (Street ".-0 Sq. Footage (Including Exterior Roofed Areas) Date`'' - 5' (App cant) (Phone Number) n (City) Q (State) .f (Zip Code) ft has complied with the requirements of Resolution. No. C7� 7 ~ O by payment of $ .�' 9W. c; " representing -' square feet. 11AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: a � � Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformAs (10/98)dmm 1 � 6 OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 t SCHEDULE OF FEES DUE ?2�— PROPOSE _BUILDING USE J. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ . Additional Fees Due ................. $ Revised Plan Checking Fee .............$ ,, '' AA4 •• (r'�� 2. SCHOOL DISTRICT FEES C-" C -Q U�'1 e=C` ZV (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. Z5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # DATE 7 . Z— RECEIPT # DATE REC. ,3 �-3 63�Y� 9 3v Wokffl,r�jUlj At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) ------------ PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. TYour h response to every item requested in our pian correction letter. "By others" is not considered i valid response. Please must e a If response to each item and the location where the information can be found on the plans/calcs. ere must be a valid ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN W indicate your DWNERS NAME WITH REVISED AND ORIGINAL PLANS. ASCPJC#O0 DATE: ASSESSORS PARCEL NUMBER A# 6 It* 042 stool PERMIT NUMBER r RESPONSE FOR PLAN CHECK PLAN CHI ZK. " PLAN CHECK ITEM —# COMM NTs . . ER DA' t2 :5PONSE BY: C. Com SPONSE BY: P. C�l Fi PLANS/CALLS: LLOCATION ON PLANS/CALLS , �4�it.45 Oy O_ PLAN CHECK—[EEM # RESPONSE BY: LOCATION ON PLANS/CALLS: r4 - acs s. 2 PLAN CHECK REM RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: 0 [RESPONSE FOR PLAN CHECK LETTER DATED: ' I PLAN CHECK 0 RESPONSE BY: LOCATION ON PLANS/CALCS: l[ PLAN CH;r N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V PLAN CHECK (TEM M RESPONSE BY: LOCATION ON PLANS/CALCS: , COMMENTS: /+� C# . PLAN CHECK ITEM 0 RESPO BY: LOCATION ON PLANS/CALCS: L• COMMENTS: � 0 XeDIED Ong (90 , IAt u P -- - - July 12, 2002 Ascencion Hernandez 1417 Sherman Ave. Chico, CA 95926 Department of Developltx Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 042-100-062 Building Permit Number: 02-1171 Thank you for'submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: ,l! Front door may not encroach into the required landing at the bottom of the stairs by more than seven inches. Door must open in the opposite direction. /2. Bedroom #3 does not have the required emergency egress window. Revise plans to show required exit. All walls and the ceiling of the garage must be provided with 5/8`. s inch Type X sheetrock to provide complete separation between house and garage. All supports are to be at 16" on center. The Al trusses provided for the upper roof are incorrect span. Please revise. Truss must also be sized for loads from mechanical unit. Trusses cannot be altered for proposed skylight -remove skylight or provide stick built roof system to accommodate skylight. Minimum guardrail height is 36 inches, not 32 as shown on the plans. Please revise. Plan notes in several areas that a "plaster system" will be used on the exterior. Is this a 3 - coat system per code or a 1 or 2 -coat proprietary system? Doors noted on the plans are 3080's -energy calculations do not model theses doors and they amount to a significant increase in glass area. Please revise energy calculations for the correct door sizes on three orientations of the building. STRUCTURAL COMMENTS: Provide lateral design calculations for the shear walls along wall lines 3, 7 and D of the lower level and lines B, G, H, 4 and 5 of the upper level. ..21. Please check seismic. It appears that seismic could control the lateral design in the long direction of the house. The 9' tall by 1.75' wide shear walls along wall line F do not comply with the 3.5:1 aspect ratio requirements of the UBC for seismic zone 3. Also no holdowns were provided for these 1 of 2 shear walls: The calculations specify 20' of total shear wall length along wall line F: The plans show 16.5' (13.5' without the 1.75' walls). Please revise the plans and calculations as /necessary. 1 - The structural calculations specify 12.5' of shear wall along upper level wall line F. The plans show 9.5'. Please revise plans or calculations to match. Provide adequate shear walls to resist the 431 plf wall shear along wall line D. The type B wall specified is not sufficient (capacity is only 300 plf). Comply with UBC Table 23 -II -1-1 ,footnote 3 for shear values in excess of 350 plf. Provide shear transfer details of the roof diaphragm connections to the eaves, gable ends and interior shear walls. 5✓Provide shear transfer details of the floor connection between the upper and lower level shear _/walls. (.ts. Provide anchor bolts for the HD6A holdowns along wall line D Show anchor bolts and ,,,required embedment depth on the foundation plan. vT )ease key details on sheet S3 to the plans. Provide the footings specified in the calculations on the plans. Specify attachment of the VO pipe column to the footing. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Martha. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Martha Christy Plans Examiner cc: Michael Hart Patrick Cole, Architect Philo Hunt, P.E. Plan Check Engineer 2 of 2 `i C] RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY Owner: I'���7/ Building Permit Number: Plans Examiner: Martha Christy A. P. Number: 0 q2 —too r O co 2' 7NERAL: Zoning requirements — (number of permitted living units). 21 Plans signed by the designer. T' Proper description of work on the application. ,4" Existing violations on the property. TL Recorded notice of violation. Building permit valuation. OT PLAN: -`I / v - - I nd�l� ZTLC(- Q"'"' 1 /1. Complete parcel size and dimensions. - Setbacks, side yard, easements, etc. 3`°' Other buildings or structures. 14' Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map. Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: , 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UHC section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). j%CW&07?1 —, j Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum niT clear operable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest proiection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). S. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). 11. Garage firewall separation - required W ge side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). (���D � Ce,/ 01 ,s/g T ZZ K . Under no circumstances shall a private garage have any opening into a ro used for sleeig purposes (Uniform Building Code section 312.4). j Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). . Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6 -Elevations and wall construction details complete enough to construct b . durg. Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. pI Garage door header size(s). Garage header size(s). r V/1 -UO — &JI CO ►ter e � s ao A 11. Typical header size(s). Stud heights. ZIA&I Ll W High expansive soil - special foundation design required. 7 e. t V 4vio -- nm_f� (.Vitt - Retaining walls requiring design.�e t� S '7 Gypsum wallboard nailing inspection required. ° �1 If the area below the lowest floor is fully enclosed, than a minimum of two openings are required NOth a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509).1 ..�q/�.,-r 3(� `' ho 3. Brick or stone veneer (Uniform Building Code section 1403). a @Exterior plaster - weep screeds (Uniform Building Code section 2506.5). nC e S d� Icts� P� 5 c�,s4Cr►, 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). Lt,.3Yt,v-r- ,6' Foam insulation - protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). }0' Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. energy design compliance and supporting documentation. a' O ten- -CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: —3 cel e V" 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 { s - ' ' Ivy ✓ � ply �-✓ ci I �e,,� o -�� PROJECT PROCESSING RECORD Applicant: Owner: !� A.P. OU Permit -7 % Work Description: Date Description of Step or Status +_0 nab (q , - beer, o I/,. d ev( _1�01 �_ , , i I ► , RMA Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Sep -30-02 12:42PM; Page 113 not /ye AaschN TO: BuildinaJ2apartment FROM: Environmental Health SUBJECT: Sanitation Clearance 4a.: -- Owner location — APAP Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for _ dwelling. Other rl"nr GIVard"UM v.n, gar. NOTE: Environmental Health Specialist Date 8%96 Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Sep -30-02 12:42PM; Page 2/3' n ouT APPROYLC Bulb-Cointy n -ENVIRONMENTAL HEALTH SEP 1 4 2002 CHICO, CALIFORNIA ' Sec: !;'ure 0 00' HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CIRCO, CA 95973 23SEVTEMMA2mi Sent By: BUTTE CO ENVIRONMENTALHEALTH; 530 895 6512; Sep -30-02 12:43PM; Page 3/3 ----------- 1 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 c0fb2—��26099 Recorded Official Records I REC FEE 10.00 I CONFORM County yy ,00 I TTEOf CANDACE J. 6RUBBS 1 Recorder I ROSEMARY DICKSON I Assistant I Alyce 10:44AM 21 -May -2002 I Page i of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date -J7, - t22 PROPERTY OWNERS: o State of California County of $trmr- 0nMAa-00 �9L- before me, personally appeared :S. A C ` pG-Zr� (o lenewfl-t&.ute (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) ' ac to the within instrument and acknowledged to me thattie/ / ey executed the same in " then capacity(ies), and that by the' signature(s) on the instrument, the person(s) or the entity upon el the person(s) acted, executed the instrument. WITNESS my hand and official seal. r.. DAVID J. DALTON COMM. 11333751 Signatu Seal: ® NOTaeYPUBIIC-0NIfORNu i . COUNTY OF BUTTE y Comm. Expires Dec. S. 2005 W q.Kai0o.-.ora of which ORDER NO. BU -175820 DP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 34, 35 AND 36. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES, AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 4, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-32998, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. PARCEL II• A 60 FOOT WIDE NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 13, 1987, IN BOOK 109 OF MAPS, AT PAGE(S) 34, 35 AND 36. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. Frbm: C CC 'ENY. HEALTH ., APROVED , ❑ CONDITIONALLY APPROVED Ge�e�a/Inforniadon Owners NameSC Pe, Owners Address: r Building Site Address: Proyertylnformat/on ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Date: AP#• (�VC) - ���tn-1 /( e �� i /j Ze -L7--Parcel Acreage: 1 b 2 e— Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home 1(SFD ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcelSepti�W:e)llOther Zone District: A _ Date of Zoning Ordinance: General Plan: Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement allo ❑ Yes, check use Minimum Acreage: _ Nitrate Action Plan No ❑ Yes Violation Area No ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone N No ❑ Yes, check use W R No F] Yes Floodplain Zone: Wo ❑ Yes Watershed Protection Zone Pr000sed Use Comolies With: General Plan Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family U Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Residential Accessory ❑ Cohasset Panel Number: ® Y a S C_ ❑ Accessory Building Use Zonin Code Street & Hl hwa Fire Prevention Subdivision Ma Front s O Side E Side street Rear v Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Date of Creation: Deed Reference: Agriculture Affidavit Required Designated Well Site Drainage Plan (Com/Ind/Multi) Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Yes Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes IM Map Date of Recording: Lot: Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). nnU u Z 9 0 y0_ F� N C== Z > I-*' � U0 CDC U z —7� � Z z m � J a 0 ❑ No ❑ No ❑ Yes Book: 109 ❑ Provide Creation Deed Pager ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). R. Construct road to ❑ Other General Comments: N0 N G ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. _ CertainTeed -0 s Builders Statement •! 4 Fiber Glass Bluwht Insulation Homeowner Name / JobMe Now Home Addreu InWeted By (sign if required) Date IiIER11 M PERFORMANCE -1117710 BLOWING AMMON In accordance whh the chart AMC' you must install -the minimum number of bags per 1,OW sq. I of net ema for each R Value listed. The maximum net caermge must not oweed chat specked for each R-Vakw- • The installed k=dB*M mbar be at or abowthe specified mkdnmm Odclutess for each 114811 e. • Are to i jMv the required m;ramem w Wd per sq. fL of insulation at or above the mWnwm tdhlelmess will result in .reduced 11 -Value. • This product should not be mbod with other bloom Insulations or the d mhal delms will become invalid. DA,,,. REMMD UGM FWMM S—rO PMMW OYEAMMNG oo No? INSIRIOE ON TW SIN r F r: SUCH OM MOT APPLY 7O rPE 1C USHT R7I�IIMM *RIO R.1W REMWff WffH MMMOMOPROMMMOALASM 4d0o2 cwnrrtaad corvmaftn 1= A sokra4ebei► Caff4mv 80�t 283 adders Sodom, momN SMFE MFLMMI19 ml tb obtea a e� CoMM"dDig % htperntd Yaid m.raa NOM show as be hu dluxi 1lkrnelsirwoe 0. t103 eq not COM (hRJ MA dadOw. uorethln t�441 eotockodrrle.J W SBS 27 om 22 49 29.6 3e oe0a uhf! 44 26.4 Sa 9.712 1VA 35 27.a 44 O,e1S /AG so 1Q.0 66 0.4a5 12 M5 oAta 10A 22 131 77 0.868 9-- 19 tt t 90 0801 1a 7.7 to 0209 su 11 ts1 0.179 A IiIER11 M PERFORMANCE -1117710 BLOWING AMMON In accordance whh the chart AMC' you must install -the minimum number of bags per 1,OW sq. I of net ema for each R Value listed. The maximum net caermge must not oweed chat specked for each R-Vakw- • The installed k=dB*M mbar be at or abowthe specified mkdnmm Odclutess for each 114811 e. • Are to i jMv the required m;ramem w Wd per sq. fL of insulation at or above the mWnwm tdhlelmess will result in .reduced 11 -Value. • This product should not be mbod with other bloom Insulations or the d mhal delms will become invalid. DA,,,. REMMD UGM FWMM S—rO PMMW OYEAMMNG oo No? INSIRIOE ON TW SIN r F r: SUCH OM MOT APPLY 7O rPE 1C USHT R7I�IIMM *RIO R.1W REMWff WffH MMMOMOPROMMMOALASM 4d0o2 cwnrrtaad corvmaftn 1= A sokra4ebei► Caff4mv 80�t 283 adders Sodom, 0 r �1�I'Ll�l.f�NVIFZ C�1tSlonl,---------------- �W-PrTLII::4 tPAIC-�tOV- -t--Lc-W=42- Y�tA� S'Kou�� ►�S 4E � ,coo Ct�c s 1t aPtM N V21 c �,1'� W SFS U S e12. p �..�t � V 1 S -E- CA -L. c I%27/3 o;= LVL 13�EAMs 1D ►�� CE\-lL S 1 NYII Ck-% IFj ,, ZSS 1 2 b wW -- L\/L. Vt<mz q C. o N Co X Co ? a �zo w < � Guns LvL re-- (Ns N st��t2- w)ku Afl-0 V::-ovz- IP IP �N A�1✓� U i S c s-A\-LoNt NlE c Ne:*s St{ -%N N � v S t N z t�-�-� „ice 1510 Sl y G'L Lir F PA-- - J-2-771-3, 1-4011! C J s'S EY l\l) Z 3 Job: s2199 Mark: F1 Quantity: 1*2P Type: CHP2 Span: 220000 P1 -H1: DIVERSIFIED BUILDERS imported jobs 6 Left OH: 0 P Right OH: 0 P CHORD WEB Top Chords JT 'X -POS Y -POS PLATE SIZE TYPE X y MEMBR CSI FORCE DISP MEMBR CSI FORCE 2X 4 DFL -111B A -11- 0- 0 0 5.00 x 10.00 LOCK 20 8.89 4.58 A -I 0.53 4722C 5- 2- 4 H -I 0.62 1005T Bottom Chords D 11- 0- 0 0 5.00 x 10.00 LOCK 20 8.89 4.58 I -B 0.34 3528C 4- 9-12 I -F 0.86 1203C 2X 6 DFL -#1 LOCK 20 Gripping Values max:447.3 min,185.1 B -C 0.24 3214C 2- 0- 0 F -B 0.82 1327T Webs C -J 0..38 3554C 4- 9-12 B -E 0.03 52T 2X 3 DPL -STAN DL+LL Deflection is 0.24" in Member H -P J ;D 0.52 4711C 5- 2- 4 E -C 0.84 1358T DLtLL Disp l ac amen t(Horz) is 0.10" at Joint D E -J 0.83 1161C A -H 0.93 4229T 5- 2- 4 G -J 0.60 974T H -P 0.83 4229T 4- 5- 0 F -E 0.70 3187T 2- 9- 8 Max CSI Top 0.53 E -G 0.82 4219T 4- 5- 0 Max CSI Bot 0.94 G -D 0.94 4219T 5- 2- 4 Max CSI Webs 0.86 HO A-_4 HH 5-4-1 5x I 6x6 6x6, r NOTES. 1. Trusses Manufactured by: PIEDMONT LUMBER ,CALPELLA,CA. 2. Analysis Conforms To: TPI (ANSI/TPI 1-1995). 3. Empirical Analog used. 4. LATERAL BRACING _ Top Chord: Continuous Btm Chord: Continuous 5. Design includes check for 10 psf non -concurrent Live Load on Bottom chord. 6. Prevent truss rotation at all bearing locations. ' 7. Provide drainage to prevent water ponding. t 8. Girder Condition, Common. tie-in Trusses on Bottom Chord with span of 19.750 ft 9. 2 COMPLETE TRUSSES REQUIRED, Fasten trusses together with 10d Nails as each layer is applied, staggered as follows: Member Rows Spacing(in) Top Chd 1 12.0 Bt= Cbd 2 11.5 Webs 1 4.0 Plus clusters of nails if shown FABRICATOR NOTES, 1' /• 1. TIE IN TRUSS(ES) [2 -ES WITH SIMPSON (OR �) 1.1(i�Z.y HANGER. - LoadCase Reactions A D Auto Girder Loading 5622 5622 Auto UBC LL Check 3827 3827 NO 4-3 MC Gid 10 090 114 M W:508 3x6118x8=8x8- 5x8- 3x611 SPL 4 r ub ub M W:508 oil TC 5-2-4 4-9-7 1 2-0-0 4-9-7 5-2-4 BC 5-2-4 4-5-0 - -8 _ 4-5-0 5-2-4 s 1 ALL PLATES ARE L0CK20 - Scale: 0.371 = 1' DESIGNED AND MANUFACTURED BY REFER TO /NST.ALLAT/ON, DESIGN AND FA BR/CATION INFORMATION SHEETS BEFORE ERECT/NG THIS TRUSS PIEDAtONT IS NOT THE ENG/NEER OF RECORD ON THIS PROJECT. THIS ISA COMPONENT OFA STRUCTURE DESIGNED BY OTHERS LIABILITY IS LIMITED TO THIS TRUSS ONLY. Loadcase ##1 Designer: Lloyd Egan PIEDMONT I TC Live 50 plf Checker: _ TC Dead 34 plf Reviewer: L UMBER & BC Live 221.9 plf Designed: „ BC Dead 205.3 plf Rev No: Total 511.1 plf Rev Date: TRUS TRUSS - Lumber SI 1.15 Run Date: 10/21/02 CALPEI LA,CA. Plate SI 1.15 version: 13.0.005 PHONE 707-485-8781 Spacing 24.0 in. Drawing: F' FAX 485-7893 �.�.��._ ... Robb ns Ex(ine-enng. Inc /online Plus"' Cs 1996-2002 Version 13.0.005 Engineering - Landscape 10/21/02 11:45:02 AM Page 1 STRUCTURAL CALCULATIONS FOR HERNANDEZ RESIDENCE RANCHO ARROYO LANE CHICO, CALIFORNIA APr 1 �'�► anewal-- .� Dace a� A R C A D E M E Studio 530.343.5709 1037 Park Avenue Chico, California 95928 April 25, 2002 Job No. 0202.00 I r BUTTE COUNTY BUILDING DEPARTMENT APPROVED' 961°Z /P.tf. towc.b. '0tv copr A R C A D E M E Design: Project Name: Studio. . . . . . . . . 916.343.'5709 Project Number:-- 1037 Park Avenue Date:,�� 0 Chico, California 95928 Page:�—of i BUILDING DEPARTMENT:'- TELEPHONE.!)~a; CONTACT: ey DATE:.'"' LOCATION: -i",.,'�-AjC -o A, ELEVATION: �G,t ROOF LOADING: REDUCTION: , SIESMIC ZONE: % OF SNOW LOAD: WIND SPEED: EXPOSURE: SOILS REPORT REQ'D.?: , SOIL BEARING: FREEZE DEPTH: ) 21f CLIMATE ZONE: SPECIAL CONSIDERATIONS: CLIENT CONTACT: A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 ROOF LOADS: LIVE LOAD: DEAD LOAD: FLOOR LOADS: LIVE LOAD: DEAD LOAD: Design: Project Name: HERNANDEZ Project Number: 0202 Date: Page: of 6: 12 SLOPE 16.0 PSF ROOFING - COMP SHINGLES 4.0 PSF SHEATHING - 5/8" PLYWOOD 1.8 PSF RAFTERS - 2X8" @ 24" OC 1.5 PSF INSULATION - R-30 BATTS 0.9 PSF CEILING - 5/8" GYP BD 2.8 PSF misc. 3.0 PSF TOTAL DEAD LOAD: 14.0 PSF 14.0 PSF TOTAL ROOF LOAD: 30.0 PSF UBC TABLE 16A RESIDENTIAL 40.0 PSF SHEATHING - 3/4" PLYWOOD 2.3 PSF FLOOR JOISTS - 2X12" @ 16" OC 3.3 PSF CEILING - 5/8" GYP BD 2.8 PSF MISC. 1.6 PSF PSF PSF TOTAL DEAD LOAD: 10.0 PSF 10.0 PSF TOTAL ROOF LOAD: 50.0 PSF WIND: P= Ce Cq Qs I Ce= 0.67 Qs= 14.5 P= 12.63 psf 1= 1.0 Cq= 1.3 SEISMIC: V= 3.0 Ca W Ca= 0.3 R= 5.5 R V= 0.164 W method 2 'A A. C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Chico, Park Avenue California 95928 Design: V697 tOO410 b&KC,. Project Name: _Aekk k,04*:25 Project Number: C!&Cez- - Date: Page: of .................. ................... ......... ........ ......... ........ ................. ......... ............ ...... ......... ........ ........... ............ ( ..... . .................. .... I ....... . C. -IC...": MO ..... .. ...... . . .. . . . . . . . . . ........ iiolo -N... lki ............... XCI .................. .......... 7 ... .................... ............. ........ ......... .............. ....... ... . ....... ........ ..... ......... . . ............. . ..... ...... . . ....... I ........ ......... ....... .................... . ...... ........... ........ ........................... ......... ................... ......... ........ .. ...... . . . . . . . . . . . V &a& f4vowAsptt Lowest Opp ; Poi. //fir `/• �� PROJECT: HERNANDEZ RESIDENCE PAGE:,4r-'(v PROJ NUMBER: 0202 DATE: 4/24/02 BEAM: ROOF TRUSS HEADER USE: 4x8" DF#1 STRENGTH= DF #1 TRIAL MEMBER S.F_ Fv (psi )= 95 b= 3.50 A= 25.4 OK ` ` `�- 241% Fb (psi)= 1000 h= 7.25 S= 30.7 188% E (psi)= 1.70E+06 1= 111.1 OK' 304% INPUT OUTPUT SPAN (inches)= 96 max HORIZ. SHEAR (Vmax)= 665.63 lbs. TRIB WIDTH (feet)= 6 max AREA REQUIRED (A)= 10.51 IN' UNIFORM LIVE LOAD (psf)= 16 MOMENT (Mmax)= 17.28 KIP IN UNIFORM DEAD LOAD (psf)= 14 SECTION REQUIRED (S)= 16.34 IN' DEFLECTION (span/x)= 360 MOM INERTIA REQ'D (1)= 36.59 IN Adjustment Factors Adiustment Factors Adjusted Bending Stress F'b (psi)= 1058 Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Duration (Cd) = 1.00 Size Factor = 1.06 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm)-' 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 I r� T +t5 r5 lUWcsfL TD 'RMftr C*PP614 FOWL tNG .4 *' c W rFF- OIF 1tMA r40F PROJECT: HERNANDEZ RESIDENCE PAGE: S- 7 PROJ NUMBER: 0202 DATE: 8/13/02 BEAM: UPPER ROOF LADDER JOISTS USE: 2x8"@24" STRENGTH= DF #2 TRIAL MEMBER 16 S.F. Fv (psi)= 95 b= 1.50 A= 10.9 `OK( `_ S. 310% Fb (psi)= 875 h= 7.25 S= 13.1 240 303% 303% E (psi)= 1.60E+06 1= 47.6 OK'""-: 551°/ SPAN (inches)= TRIB WIDTH (feet)= UNIFORM LIVE LOAD (psf)= UNIFORM DEAD LOAD (psf)= DEFLECTION (span/x)= INPUT OUTPUT 96 max HOrIZ. SHEAR (Vmax)= 221.88 lbs. 2 max AREA REQUIRED (A)= 3.50 IN 16 MOMENT (Mmax)= 5.76 KIP IN 14 SECTION REQUIRED (S)= 4.33 IN 240 MOM INERTIA REQ'D (1)= 8.64 IN Adjustment Factors Adjusted Bending Stress F'b (psi)= 1330 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 nap PROJECT: HERNANDEZ RESIDENCE PAGE: -6-,,e PROJ NUMBER: 0202 DATE: 4/24/02 BEAM: UPPER ROOF RAFTER USE: 2x8" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F- Fv (psi)= 95 b= 1.50 Fb (psi)= 875 h= 7.25 E (psi)= 1.60E+06 INPUT SPAN (inches)= 144 max TRIB WIDTH (feet)= 2. max UNIFORM LIVE LOAD (psf)= 16 UNIFORM DEAD LOAD (psf)= 14 DEFLECTION (span/x)= 240 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1330 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 A= 10.9 'OK m *rti 201% E t, fir.: --f S=13.1 'OK f 135% 1= 47.6OK ti"" 163% OUTPUT HORIZ. SHEAR (Vmax)= 341.88 lbs. AREA REQUIRED (A)= 5.40 IN MOMENT (Mmax)= 12.96 KIP IN SECTION REQUIRED (S)= 9.74 IN MOM INERTIA REQ'D (1)= 29.16 IN' Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 0 PROJECT: HERNANDEZ RESIDENCE PAGE: -fi PROJ NUMBER: 0202 DATE: 4/25/02 BEAM: LOWER ROOF RAFTER USE: 2x8" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 b= 1.50 A= lo.9 .OKE s OK" 185% Fb (psi)= 875 h= 7.25 S= 13 1 �f4 115% E (psi)= 1.60E+06 128% INPUT OUTPUT SPAN (inches)= 156 max HORIZ. SHEAR (Vmax)= 371.88 lbs. TRIB WIDTH (feet)= 2 max AREA REQUIRED (A)= 5.87 IN UNIFORM LIVE LOAD (psf)= 16 MOMENT (Mmax)= 15.21 KIP IN UNIFORM DEAD LOAD (psf)= 14 SECTION REQUIRED (S)= 11.43 IN DEFLECTION (span/x)= 240 MOM INERTIA REQ'D (1)= 37.07 IN' Adjustment Factors Adjusted Bending Stress F'b (psi)= 1330 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: HERNANDEZ R PROJ NUMBER: 0202 BEAM: LOWER ROOF STRENGTH= DF #2 Fv (psi)= 95 Fb (psi)= 875 E (psi)= 1.60E+06 4 SIDENCE PAGE g. ip ILIN b= 1.50 h= 5.50 INPUT SPAN (inches)= 156 max TRIB WIDTH (feet)= 2 max UNIFORM LIVE LOAD (psf)= 10 UNIFORM DEAD LOAD (psf)= 5 DEFLECTION (span/x)= 240 Adiustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 1097 Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Duration (Cd) = 1.00 Size Factor = 1.09 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 DATE: 4/25/02 OIST USE: 2x6" DF#2 L MEMBER S.F. 47, A= 8.3 t,AN•. .O 278/k.? S= 7.6 QK,F i � 109% 1= 20.8 OI< SF 112% OUTPUT HORIZ. SHEAR (Vmax)= 188.13 lbs. AREA REQUIRED (A)= 2.97 IN MOMENT (Mmax)= 7.61 KIP IN SECTION REQUIRED (S)= 6.93 IN' MOM INERTIA REQ'D (1)= 18.54 IN Adjustment Factors Adjusted Bending Stress F'b (psi)= 1097 Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Duration (Cd) = 1.00 Size Factor = 1.09 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 PROJECT: HERNANDEZ RESIDENCE PAGE: I PROJ NUMBER: 0202 DATE: 4/25/02 BEAM: LOWER ROOF CEILING W/ LOAD USE: 2x8" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 b= 1.50 A= 10.9 279% Fb (psi)= 875 h= 7.25 S= 13.1 OI< f{ 1`" !_*{ ` 138% E (psi)= 1.60E+06 1= 47.6 OK<,}r`�� 193°/ ° SPAN (inches)= TRIB WIDTH (feet)= UNIFORM LIVE LOAD (psf)= UNIFORM DEAD LOAD (psf)= DEFLECTION (span/x)= INPUT OUTPUT 156 max HORIZ. SHEAR (Vmax)= 247.30 lbs. 1.33 max AREA REQUIRED (A)= 3.90 IN 25 MOMENT (Mmax)= 10.11 KIP IN 5 SECTION REQUIRED (S)= 9.50 IN 240 MOM INERTIA REQ'D (1)= 24.65 IN4 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1064 Duration (Cd) = 1.00 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: HERNANDEZ RESIDENCE PAGE: '1d 1% PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: GARAGE DOOR HEADER USE: G/L 3.125X12 STRENGTH= G/L F24 -V8 TRIAL MEMBER c G Fv (psi) --165 b= 3.13 A= 37.5OK .L "�';'„' 458% Fb (psi)= 2400 h= 12.00 S= iti 0 OKE'` 488% E (Psi)= 1.80E+06 1= 450.0 'QK 34k, 366% INPUT OUTPUT SPAN (inches)= 192 max HORIZ. SHEAR (Vmax)= 900.00 lbs. TRIB WIDTH (feet)= 4 max AREA REQUIRED (A)= 8.18 IN UNIFORM LIVE LOAD (psf)= 16 MOMENT (Mmax)= 46.08 KIP IN UNIFORM DEAD LOAD (psf)= 14 SECTION REQUIRED (S)= 15.36 IN' DEFLECTION (span/x)= 240 MOM INERTIA REQ'D (1)= 122.88 IN Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 3000 Duration (Cd) = 1.25 Size Factor = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 Adjusted Shear Stress F'v (psi) = 165 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 J - At Multi -Loaded Beam[ 94 U3C (91 NDS) ] Ver. V4010603 Prosect: J BEAM -Location: GARAGE CROSS BEAM By: , on: 08-12-2002 Summary: 5.125 IN x.15.00 IN x 21.0 FT / 24F -V8 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 53.4% Controlling Factor: Moment of Inertia Deflections: Dead Load: DLD= IN 0.18 Live Load: LLD= IN = U552 0.46 Total Load: TLD= IN = U396 0.64 End Reactions(Left Side): Live Load: RLI= LB 2384 Dead Load: RDI= LB 1002 Total Load: RT1= LB 3386 End Reactions(Right Side): Live Load: RL2= LB 2384 Dead Load: -RD2= LB 1002 Total Load: RT2= LB 3386 Bearinq Lenqth Regd.(Left) : BL1= IN 1.02 Bearinq Lenqth Regd.(Right): BL2= IN 1.02 Camber Reqd.: C= IN 0.27 Beam Data: Span: L= FT 21.0 Maximum Unbraced Span: Lu= FT 0.0 Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Camber Adjustment Factor: CAF= X DLD 1.5 Uniform Load: Live Load: wL= PLF 80 Dead Load: wD= PLF 40 Beam Self Weight: BSW= PLF 19 Total Load: WT= PLF 139 Concentrated Load P1: Live Load: PL1= LB 1544 Dead Load: PD1= LB 386 Total Load: PT1= LB 1930 Location: X1= FT 6.5 Concentrated Load P2: Live Load: PL2= LB 1544 Dead Load: PD2= LB 386 Total Load: PT2= LB 1930 Location: X2= FT 14.5 Properties For: 24F -V8- VISUALLY GRADED WESTERN SPS Bendinq Stress: Fb= PSI 2400 Shear Stress: Fv= PSI 190 Modulus of Elasticity: Ex= PSI 1800000 Ey= PSI 1600000 Stress Perpendicular to Grain: Fc_perp= PS! 650 Adjusted Properties: Fb' (Tension): Fb'= PSI 2347 Adjustment Factors: Cd=1.00 Cv=0.98 Fv': Fv'= PSI 190 Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= FT -LB 20190 10.5 FT From Left Support Shear (0) d from beam end): V= LB 3213 Comparisons With Required Sections: Section Modulus: Sreq= IN3 103.3 S= IN3 192.1 Area: Areq= IN2 25.4 A= IN2 76.8 Moment of Inertia: Ireq= IN4 939.7 1= IN4 1441.4 on RL1 RD1= 1002 LB RT1= 3386 LB Multi -Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010603 By: on: 08-12-2002 24F -V8 / VISUALLY GRADED WESTERN SPS / Glulam Project: J_BEAM - Location: GARAGE CROSS BEAM PL1= 1544 Lb PL2= 1544 LB PD1= 386 Lb PD2= 386 LB @6.5Ft. 0145Ft LB RD2= 1002 LB RT2= 3386 LB PROJECT: HERNANDEZ RESIDENCE PAGE: V t PROJ NUMBER: 0202 DATE: 4/25/02 BEAM: UPPER FLOOR JOIST,- I. USE: 2x12" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 95 b= 1.50 A= 16.9246/o o ,�, Fb (psi)= 875 h= 11.25 S= 31.6 OK' 164% E (psi)= 1.60E+06 1= 178 0 OKS� SPAN (inches)= TRIB WIDTH (feet)= UNIFORM LIVE LOAD (psf)= UNIFORM DEAD LOAD (psf)= DEFLECTION (span/x)= 173 INPUT /o OUTPUT 168 max HORIZ. SHEAR (Vmax)= 434.33 lbs. 1.33 max AREA REQUIRED (A)= 6.86 IN' 40 MOMENT (Mmax)= 19.55 KIP IN 10 SECTION REQUIRED (S)= 19.29 IN 480 MOM INERTIA REQ'D (1)= 102.64 IN Adjustment Factors Adjusted Bending Stress F'b (psi)= 1013 Duration (Cd) = 1.00 Size Factor = 1.01 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.15 Adiustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 I PROJECT: HERNANDEZ RESIDENCE PROJ NUMBER: 0202 BEAM: NORTH FLOOR GIRDER STRENGTH= DF #1 TRIA Fv (psi)= 85 b= 5.50 Fb (psi)= 1200 h= 11.25 E (psi)= 1.60E+06 INPUT SPAN (inches)= 192 max TRIB WIDTH (feet)= 7 max UNIFORM LIVE LOAD (psf)= 40 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 360 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1209 Duration (Cd) = 1.00 Size Factor = 1.01 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 PAGE: A I& DATE: 4/25/02 �. USE: 6x12" DF#1 L MEMBER S.F. A= 61.9 yYOK ;�+ 't i;, 1 '!: i ,. '116.0 133% S= OK t; Ass 1= 652.6OK'`^r 104% 108% OUTPUT HORIZ. SHEAR (Vmax)= 2635.94 lbs. AREA REQUIRED (A)= 46.52 IN MOMENT (Mmax)= 134.40 KIP IN SECTION REQUIRED (S)= 111.20 IN3 MOM INERTIA REQ'D (1)= 604.80 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: HERNANDEZ RESIDENCE PAGE: )¢ (? PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: SOUTH FLOOR GIRDER. USE• 6x12" DF#1 STRENGTH= DF #1 TRIAL MEMBER S.F. ry kpsi)= tSb b= 5.50 Fb (psi)= 1200 h= 11.25 E (psi)= 1.60E+06 INPUT SPAN (inches)= 156 max TRIB WIDTH (feet)= 11 max UNIFORM LIVE LOAD (psf)= 40 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 360 Adjustment Factors Adjusted Bending Stress F'b (psi)= 1209 Duration (Cd) = 1.00 Size Factor = 1.01 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 m« A= 61.9OK i u` S= 116.0 106% ;OK:r 101% 1= 652.6 OK,; 4ra[t 128% OUTPUT HORIZ. SHEAR (Vmax)= 3317.19 lbs. AREA REQUIRED (A)= 58.54 IN' MOMENT (Mmax)= 139.43 KIP IN SECTION REQUIRED (S)= 115.36 IN' MOM INERTIA REQ'D (1)= 509.77 IN Adjustment Factors Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PAGE: 1.X I $ PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: WEST MAIN FLOOR BEAM • USE: W10 X 17 STRENGTH (Fy) = 36000 TRIAL MEMBER Wet Service = 1.00 Fv (psi)= 14400 beam= W10 A= 4.99 OK:.:.::: 1092% Fb (psi)= 23760 w/ft= 17 S= 16.2 -OK ::: 141% E (psi)= 2.90E+07 tot wt= 323.00 1= 81.9 ::C3K:;:;::: 105% SPAN/ 525 INPUT OUTPUT SPAN (inches)= 228 RL=VL (pounds)= 4386 lbs. max P location from left support (inches)= 60 RR=VR (pounds)= 1567 lbs. 0 P location from right support (inches)= 168 AREA REQUIRED (A)= 0.46 IN CONCENTRATED LOAD P (pounds)= 5953 MOMENT (Mmax)= 263.19 KIP IN DEFLECTION (span/x)= 480 SECTION REQUIRED (S)= 11.51 IN' MOM INERTIA REQ'D (1)= . 77.64 IN` Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 22858 Adjusted Shear Stress F'v (psi)= 14400 Duration = 1.00 Duration = 1.00 Size Factor = 0.96 Shear Stress = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PAGE: i9 PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: EAST MAIN FLOOR BEAM •O USE: W10 X 17 STRENGTH (Fy) = 36000 TRIAL MEMBER Fv (psi)= 14400 beam= W10 A= 4.99 ib >::: 977% Fb (psi)= 23760 w/ft= 17 S= 16.2 :.OfC:::: 210% E (psi)= 2.90E+07 tot wt= 289.00 1= 81.9 185% SPAN/ 994 INPUT OUTPUT SPAN (inches)= 204 RL=VL (pounds)= 4902 lbs, max P location from left support (inches)= 36 RR=VR (pounds)= 1051 lbs. 0 P location from right support (inches)= 168 AREA REQUIRED (A)= 0.51 IN CONCENTRATED LOAD P (pounds)= 5953 MOMENT (Mmax)= 176.49 KIP IN DEFLECTION (span/x)= 480 SECTION REQUIRED (S)= 7.72 IN MOM INERTIA REQ'D (1)= 44.27 1W Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 22858 Adjusted Shear Stress F'v (psi)= 14400 Duration = 1.00 Duration = 1.00 Size Factor = 0.96 Shear Stress = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 I PIPE COLUMN - COMBINED FLEXURE AND AXIAL LOAD PIPFCni XI S PROJECT: HERNANDEZ RESIDENCE PAGE: X 'LO OJ NUMBER: 0202 DATE: 4/26/02 COLUMN: PIPE COLUMN 44 USE: 4 IN. DIA, STD PIPE INPUT: NSIDE DIAMETER (I.D.) = 4.026 INCHES PIPE OUTSIDE DIAMETER (O.D.) = 4.500 INCHES YIELD STRENGTH (Fy) = 36000 P.S.I. MODULUS OF ELASTICITY (E) = 29010000 P.S.I. UNSUPPORTED LENGTH (length L) = -108.0 INCHES BUCKLING MODE (Ke) = 1.0 AXIAL LOAD (P) = 9288.0 POUNDS AX BENDING MOMENT IN COLUMN (M) = 5400 INCH POUNDS LUMN CURVATURE COEFFICIENT (Cm) =. 0.9 AISC 1.6.1 OUTPUT: AREA OF SECTION (A) = 3.174 INCHES' SECTION MODULUS (S) = 3.2 INCHES3 RADIUS OF GYRATION (r) = 1.51 INCHES MOMENT OF INERTIA (1) = 7.2 INCHES4 COMPUTED AXIAL STRESS (fa) = 2926.2 P.S.I. 18% fa<Fa O.K. COMPUTED BENDING STRESS (fb) = 1679.89 P.S.I. 8% fb<Fb O.K. ALLOWABLE AXIAL STRESS (Fa) = 16266.3 P.S.I. ALLOWABLE BENDING STRESS (Fb) = 21600.0 P.S.I. COLUMN SLENDERNESS RATIO (Cc) = 126.1 )LER STRESS/FACTOR OF SAFETY (F'e) = 29173.23 P.S.I. "*** UNITY CHECK *** KeL/r = 71.5 O.K. MUST BE < 200.00 fa/.6Fy + fb/Fb = 0.21 O.K. MUST BE < 1.0 fa/.6Fy + Cmfb/(1-(fa/F'e))Fb = 0.21 O.K. MUST BE < 1.0 PROJECT: HERNANDEZ RESIDENCE, PAGE: Jq 21 PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: DECK JOIST • Q USE: 2x8" DF#2 STRENGTH= DF #2 TRIAL MEMBER R F Fv (psi)= 95 Fb (psi)= 1300 E (psi)= 1.60E+06 b= 1.50 A= 10.9 h= 7.25 S= 13.1 1= 47.6 INPUT SPAN (inches)= 90 max TRIB WIDTH (feet)= 1.33 max UNIFORM LIVE LOAD (psf)= 40 UNIFORM DEAD LOAD (psf)= 10 DEFLECTION (span/x)= 480 Adiustment Factors Adjusted Bending Stress F'b (psi)= 1719 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 HORIZ. SHEAR (Vmax)= AREA REQUIRED (A)= MOMENT (Mmax)= SECTION REQUIRED (S)= MOM INERTIA REQ'D (1)= 300% 402% 302% OUTPUT 229.29 lbs. 3.62 IN 5.61 KIP IN 3.26 IN 15.78 IN' Adjustment Factors Adjusted Shear Stress F'v (psi) = 95 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 PROJECT: HERNANDEZ RESIDENCE PAGE: $F 22 PROJ NUMBER: 0202 DATE: 4/26/02 BEAM: DECK SIDE GIRDER • a► USE: 6x10" DF#1 STRENGTH= DF #1 TRIAL MEMBER S.F. Fv (psi)= 85 b= 5.50 A= 50.9 '00ft' ,€g ;n 150% Fb (psi)= 1200 h= 9.25 S= 78.4 152% E (psi)= 1.60E+06 1= 362.7 124% INPUT OUTPUT SPAN (inches)= , 156 max HORIZ. SHEAR (Vmax)= 1926.09 lbs. TRIB WIDTH (feet)= 7 max AREA REQUIRED (A)= 33.99 IN UNIFORM LIVE LOAD (psf)= 40 MOMENT (Mmax)= 79.85 KIP IN UNIFORM DEAD LOAD (psf)= 5 SECTION REQUIRED (S)= 51.72 IN DEFLECTION (span/x)= 360 MOM INERTIA REQ'D (1)= 291.96 IN Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 1544 Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.25 Duration (Cd) = 1.00 Size Factor = 1.03 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 S• MAN Z5 Multi -Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010603 By: , on: 08-12-2002 Project: S BEAM - Location: T BEAM UPPER SHEAR WALL LN 6.5 Summary: 5.50 IN x 11.50 IN x 14.0 FT / #1 - DOUGLAS FIR -LARCH - Dry Use Section Adequate By: 35.6% Controlling Factor: Section Modulus Deflections: Dead Load: DLD= IN 0.17 Live Load: LLD= IN = U683 0.25 Total Load: TLD= IN = U399 0.42 End Reactions(Left Side): Live Load: RL1= LB 2169 Dead Load: RD1= LB 1578 Total Load: RT1= LB 3746 End Reactions(Right Side): Live Load: RL2= LB 1951 Dead Load: RD2= LB 1578 Total Load: RT2= LB 3529 Bearinq Lenqth Regd.(Left) : BL1= IN 1.09 Bearing Length Regd.(Right): BL2= IN 1.03 Beam Data: Span: L= FT 14.0 Maximum Unbraced Span: Lu= FT 0.0 Live Load Duration Factor: Cd= 1.33 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Uniform toad: Live Load: wL= PLF 240 Dead Load: wD= PLF 210 Beam Self Weight: BSW= PLF 15 Total Load: wT= PLF 465 Concentrated Load P1: Live Load: PL1= LB 760 Dead Load: PD1= LB 0 Total Load: PT1= LB 760 Location: X1= FT 5.0 Properties For: #1—DOUGLAS FIR -LARCH Bendinq Stress: Fb= PSI 1350 Shear Stress: Fv= PSI 85 Modulus of Elasticity: E= PSI 1600000 Stress Perpendicular to Grain: Fc_perp= PSI 625 Adjusted Properties: Fb' (Tension): Fb'= PSI 1796 Adjustment Factors: Cd=1.33 Cf=1.00 Fv': Fv'= PSI 113 Adjustment Factors: Cd=1.33 Design Requirements: , Maximum Moment: M= FT -LB 13381 6.418 FT From Left Support Shear (a( d from beam end): V= LB 3300 Comparisons With Required Sections: Section Modulus: Sreq= IN3 89.5 S= IN3 121.2 Area: Areq= IN2 43.8 A= IN2 63.2 Moment of Inertia: Ireq= IN4 418.9 1= IN4 697.0 Z5 ML I= Z IOU LD RD1= 1578 LB RT1 = 3746 LB ---' - 'I -- - -- %- - -/ J By: , on: 08-12-2002 #1 / DOUGLAS FIR -LARCH / Timbers (Beams and Stringers) Project: S—BEAM - Location: T BEAM —UPPER SHEAR WALL LN 6.5 PL1= 760 Lb PD1= 0 Lb @ 5.0 Ft. RL2= 1951 LB RD2= 1578 LB RT2= 3529 LB 0 tv.;rxw -rut � wq rs rpt 1. p1- 4 L fCL�fij1tC. 5p.^A ff%.4,*-ts - P -40f LOA 0 PROJECT: HERNANDEZ RESIDENCE PAGE: 'K ZS PROJ NUMBER: 0202 DATE: 8/12/02 BEAM: T -PATIO HEADERS USE: 6x10" DF#1 STRENGTH= DF #2 TRIAL MEMBER S F Fv (psi)= 85 b= 5.50 A= 39.9 243% Fb (psi)= 700 h= 7.25 S= 48.2OK 117% E (psi)= 1.60E+06 1= 1'x4.7 *OK` -',g 126% Adjustment Factors Adjusted Bending Stress F'b (psi)= 925 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 Adjustment Factors Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 U9 INPUT OUTPUT SPAN (inches)= 156 max HORIZ. SHEAR (Vmax)= 929.69 lbs. TRIB WIDTH (feet)= 5 max AREA REQUIRED (A)= 16.41 IN UNIFORM LIVE LOAD (psf)= 16 MOMENT (Mmax)= 38.03 KIP IN UNIFORM DEAD LOAD (psf)= 14 SECTION REQUIRED (S)= 41.09 IN DEFLECTION (span/x)= 360 MOM INERTIA REQ'D (1)= 139 03 IN Adjustment Factors Adjusted Bending Stress F'b (psi)= 925 Duration (Cd) = 1.25 Size Factor = 1.06 Temperature = 1.00 Wet Service (Cm) = 1.00 Repetitive Member (Cr) = 1.00 Adjustment Factors Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.00 Shear Stress (Ch) = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 U9 PROJECT: HERNANDEZ RESIDENCE PAGE: j$ Zee PROJ NUMBER: 0202 DATE: 8/12/02 BEAM: U-WINDOW/DOOR HEADERS USE: 6x8" DF#2 STRENGTH= DF #2 TRIAL MEMBER S.F. Fv (psi)= 85 b= 5.50 Fb (psi)= 700 A= 39.9 OK`'152% h= 7.25 S= 48.2 0401;fin" 150% E (psi)= 1.60E+06 1= 17.4.7 348% INPUT OUTPUT SPAN (inches)= 72 max HORIZ. SHEAR (Vmax)= 1483.85 lbs. TRIB WIDTH (feet)= 11 max AREA REQUIRED (A)= 26.19 IN UNIFORM LIVE LOAD (psf)= 40 MOMENT (Mmax)= 29.70 KIP IN UNIFORM DEAD LOAD (psf)= 10 SECTION REQUIRED (S)= 32.09 IN' DEFLECTION (span/x)= 360 MOM INERTIA REQ'D (1)= 50.12 IN' Bendinq Adjustment Factors shear Adiustment Factors Adjusted Bending Stress F'b (psi)= 925 Adjusted Shear Stress F'v (psi) = 85 Duration (Cd) = 1.25 Duration (Cd) = 1.00 Size factor = 1.06 Shear Stress (Ch) = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service (Cm) = 1.00 Wet Service (Cm) = 1.00. Repetitive Member (Cr) = 1.00 CONbt4-411tH£- UW PCO&A L#*V'NG fie. IoF 4- pta*4 . P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PAGE: ;V Q,1 PROJ NUMBER: 0202 DATE: 8/12/02 BEAM: V -FIREPLACE HEADER USE: 6X12DF#1 STRENGTH= TIMBER TRIAL MEMBER Fv (psi)= 85 b= 5.50 A= 61.9 OK:::::: 448% Fb (psi)= 1200 h= 11.25 S= 116.0 ,OK:::': 746% E (psi)= 1.60E+06 1= 652.6 -1K?`:::: 5784% SPAN/ 13882 INPUT OUTPUT SPAN (inches)= 48 RL=VL (pounds)= 784 lbs. 0 P location from left support (inches)= 24 RR=VR (pounds)= 784 lbs. 0 P location from right support (inches)= 24 AREA REQUIRED (A)= 13.83 IN CONCENTRATED LOAD P (pounds)= 1567 MOMENT (Mmax)= 18.80 KIP IN DEFLECTION (span/x)= 240 SECTION REQUIRED (S)= 15.56 IN MOM INERTIA REQ'D (1)= 11.28 IN" Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 1209 Adjusted Shear Stress F'v (psi)= 85 Duration = 1.00 Duration = 1.00 Size Factor = 1.01 Shear Stress = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 A R C A D E M 1!2"PLY 5!8"AB Studio. . . . . . . . . 91 6.343.5709 1037 Park Avenue Chico, California 95928 E JUSTIFICATION OF 1/2" PLYWOOD SHEAR WALLS ANCHOR BOLTS = 5/8" (UBC 2311.2 & TABLE 23-1-F) USE LARGEST SINGLE SHEAR VALUE OF A 1-1/2" SIDE MEMBER DOUGLAS FIR LOADED PARALLEL TO GRAIN 880 #/BOLT ANCHOR BOLTS = 1.33 X 880 1170 #/BOLT 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL SIMPSON A-34 CLIP = (345#)(1.33) = 459 #/CLIP Design: '5 4.4 0W . A'00 - Project Name: l�i�ci�at Project Number: - Date: `�'7 T"01,0 I— Page: tCof Z0� No's- Pfloet* sN049 w&cc. 0 Q - USE 41( E"R 090#69AS l -1/lf#All-)fbff Page 1 1/2" CDX PLYWOOD WITH 8d @ 6"/12" (UBC TABLE 23-1-K-1) = 260 #/FT ANCHOR BOLTS = 1170 / 260 = 4.50 FT = 54.02 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 260 = 0.40 FT = 4.85 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 260 = 1.76 FT = 21.18 INCHES ON CENTER MAXIMUM 1/2" CDX PLYWOOD WITH 8d @ 4"/12" (UBC TABLE 23-1-K-1) = 380F #/ T ANCHOR BOLTS = 1170 / 380 = 3.08 FT = 36.96 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 380 = 0.28 FT = 3.32 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 380 = 1.21 FT = 14.49 INCHES ON CENTER MAXIMUM SIMPSON 32" STRONG WALL- SW32.X94 = V= 2875 # EA.= 1078 #/FT ANCHOR BOLTS = 1170 / 1078 = 1.09 FT = 13.03 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 1078 = 0.10 FT = 1.17 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 459 / 1078 = 0.43 FT = 5.108 INCHES ON CENTER MAXIMUM No's- Pfloet* sN049 w&cc. 0 Q - USE 41( E"R 090#69AS l -1/lf#All-)fbff Page 1 A R C A D E M E Studio... . . . . . . . 530.343.5709 1037 Park Avenue Chico, California. 95 92 8 ....... ..71 V V . . : h L.. Y .. Design: &I Aho 50 a'Q d Project Name: Aea/44'z,. 9k Project Number: 000 ?.1 Date: 441 J...........Q,.......y��// 1 �...... ��........ j.:.....•i.........i....... �i. .....i�R•....1 �. � 6 �......��..O�=f�?.s....." Page:�K?' ..... f....T.l..�........ i............... �' .a ......................... :........ ........ ....... ..:........ ;........ ......... ........ _........ .................. . G ..:..:.... .........E......1.k..!.. 1. '..... .... ... .. .....l�... ......... ..:.:: cNl ..? v" A/K...� � ............... _........ ....................... _........ :......... ........:............................... .... .... ... .... .... X2.....::....5_%..7.......... i A 'R C A D E M E Design: Project Namq: Studio. . . . . . . . . 530.343.5709 Project Number:°'". 1037 Park Avenue ', Date:— Chico, California 95928 Page:of J y A R C A D E M E Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95928 Design: 4561"'`Efcl� Project Name:% 3 Project Number:—Q,, Fk Date:_-- Page:31— of "A '"K U A D E M E Design:_5-Tma! Mgg Project Name:-hweYJOrOsF. S t u d i o......... 5 3 0. 3 4 3. 5 7 0 9 Project Number: 1037 Park Avenue ', Date: D t wt- Chico, California 95928 Page:3o£ Sep. 23 20102 1:49PM RRCRDEME ' f NOTE: (I,) 5PAGING OF 5TUD5 (2.) NAILS + IOd BOX (5.) MAX' STUD LENGTH BRAT F- = S' -O" GABLE! END TRUSS i A54 2 -10d (TTP.) 6" or, 450 5303433649 p.2 4-10d NAILS MIN., PLYWOOD 5HEATHIN& ,.TO 2x4 5TD. HF BLOCK 2x4 57D. OR TIER SPACED ® 5'- oc SHALL BE FRoVIDED Ea. END OF =RACE EXCEPT FOR CHORDS e q � q 0 C t/ CCf 4 COINNEC,710lisE TO CHORDS w/ NAIL5. 57RON' BACK MAX. LENGTH -'-O" 2xl LEDGER 5TD. TRUSS @ 24" or- BOTTOM GBOTTOM CHORD 1/2" C .X PLYWD. A34 ®2']" or, NAIL PtR 5HEAR.WALL A STUD WALL I. 2x4 #2 OR BETTER FOR 5TR0N6BACK 8 2x(o FOR LEDGER. NAIL�D TOGETHER w/ IOd NAILS ® 6" cc 2. 2x6 L EDG=R NAILED TO EACH STUD w/ 4-I06 NAILS a 2•I0d TOE NAILS TO CONNECT 5TRON55ACK TO EACH VERTICAL 57UD. 7RU55- SA3LE ENE) 'I SCA4E: 1 1/2" = 1'-0" BY: 1 PRD q NO.: 02ED BY: DATE:91]8102 ARCAa CHIC1pht E Ic clo h,J 6 e q � q 0 C t/ CCf oolond �OffD O�It,lb 1f1petlen. dz (C-601 wo �f eltaw10 H thebn Ov[ Utf a.pfUprrni!lton or A C e tl [ r [ A R C A D E M E Studio... 530.343-5709" 1037... Park .. Avenue Chico, California 95928 PROJECT NAME; HERNANDEZ RESIDENCE CH ICO, CA 85873 CLARIFICATION NO. CL -1C 3 OF 3 SHEET9 Sep. 23 2002.1:49PM RRCRDEME. 5303433649 p.3 r L'In\ 1 A34 6 27" loc . 54 @ 2 oc PER 4/51 G0MP05ITION SHINGLE ROOFING GDX PLYWD. MFG. RIDGE SKYLIGHT 2x NAILER _L COUNTER FLASHING —7— CAULKING STRIP 2x HEADER I 2x14 (CUT TO SHAPE) EDGE NAIL INSULATION TRU55E5 - ADJACENT ATTIC — GABLE TRU55 (5EE DETAIL IO/A4) 1/2" GDX PLYWD. 6 5/8" G.W.B.A NAIL PER SHEAR WA_L AA �— BOTTOM CHORD STUD WALL BELOW 7RU55- 5K`LI&HT TO RI CvE CCNNEC�T DRAWN BY: PROD 4 ND.: A R C A D E M E DM3.111 02 CKECKED BY: DATE: Studio... 530.343.5709 COLE ai;aiDz 1037... Park.. Avenue Chico. California 95928 � eooe a e c n o e d_F PROJECT NAME: 00 ° °Y HERNANDEZ RESIDENCE 11 co�cr°•°no 10IQ, of I hl� IwAlyhV* .91F- 110 °,bik•110n, C9=V9—//1tl 00.01W w rVIVh1f m°trlo t1 m MI°ra° ,1140. tnn °.proco CHICO, CA9B973 ••itt.n p.•d°dog or ° o C D [ ".C. _ CLARIFICATION NO. CL -1b 1 2 OR SH-ErS Sep. 23 2002 1:49PM RRCRDEME 5303433649 p.4 iN • 13'-5�" G A R C A D E M E Studio... 530.343.5709 1037... Park .. Avenue Chico, California 95928 ©coos nnoaoewe PROJECT NAME! RESIDENCE CHICO, CA 85973 i i DRAWN BY: PRO � NO.: CHECKED BY; DATA: • COLE 8/1B/OC � A CLARIFICATION NO. CL -1a 1- of .3 SHEETS capyNpr,a ti ailMd yy111l11 a Q C a 0 (P C on rrV Cw.0 ril�a.1D .Moe O( TWa Yro Jdrnme .erg Nv wWru,ar. mslprvn . drry pon or Pw•atw navrougM �a •NnroM .N eac two orp.oca A R C A D E M E Studio... 530.343.5709 1037... Park .. Avenue Chico, California 95928 ©coos nnoaoewe PROJECT NAME! RESIDENCE CHICO, CA 85973 i i DRAWN BY: PRO � NO.: CHECKED BY; DATA: • COLE 8/1B/OC � A CLARIFICATION NO. CL -1a 1- of .3 SHEETS Sep. 232002 1:49PM RRCRDEME t I 1 , FAX - MEMO -f0, DATE: 5303433649 P / PHONE:: PROJECT: : 5,3"T ;v4 o //"AWAOe z ADTRE98: JOB NUMBER: pA;4o2 enn.00ce_ A R C A -D E M E 1037 PARK AVENUE, CHICO. CA 95028 PHONE: (530)-343-5709, FAX: (530)-343-3849 �ttp;!/www.ercademe eem arcademe Brcedeme.COm LOW" ftep F---: -:!I- --: a Jd- ALAN" ..... . . ..... . ...... . C.; MR rw Ill Tot m LVL Flak *?Wdp . 4r404at 9 Treip CGIOWMAI To Opp WT 7�A:��NWR C-- F"I II LOW" ftep F---: -:!I- --: a Jd- ALAN" ..... . . ..... . ...... . C.; MR rw Ill Tot m LVL Flak *?Wdp . 4r404at 9 Treip CGIOWMAI To Opp WT 7�A:��NWR C-- F"I P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PROJ NUMBER: 0202 BEAM: WEST MAIN FLOOR BEAM=O STRENG - PAGE: DATE: 10/29/02 USE: 7.00. X 11.88 TH- WW -LVL TRIAL MEMBER Fv (psi)= 285 b= 7.00 A= 83.1 322% Fb (psi)= 3100 h= 11.88 S= 164.5 .OK:::: 289% E (psi)= 2.00E+061= :::: 976.8 4 203% SPAN/ 818 INPUT r OUTPUT SPAN (inches)= 204 l i P location from left support (inches)= 36 ' R,=V, (pounds)= 4902 lbs! max P location from right support (inches)= 168 a RR=VR (pounds)= AREA REQUIRED (A)= 1051 lbs! 25.80 IN CONCENTRATED LOAD P (pounds)= 5953 / MOMENT (Mmax)= 176.49.KIP IN ' DEFLECTION (span/x)= 360 SECTION REQUIRED (S)= 56.87 IN' MOM INERTIA REQ'D (1)= 481.42 IN Adjustment Factors Adjusted Bending Stress F'b (psi)= 3104 Duration = 1.00 i Size Factor = 1.00 Temperature = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 Adjustment Factors Adjusted Shear Stress F'v (psi)= 285 Duration = 1.00 Shear Stress = 1.00 Temperature = 1.00 Wet Service = 1.00 USS ?X Il%LVL -,PC SNS s }%w C?- X l CA LV l_. s SP l Y W � N �-T old � l YLEV -TO A�c� eA- M N P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PROJ NUMBER: 0202 77 BEAM: EAST MAIN FLOOR BEAM=N PAGE: DATE: 10/29/02 USE: 7.00 X 11.88 STRENGTH= WW -LVL TRIAL MEMBER Fv (psi)= 285 b= 7.00 A= 83.1 Ot<;:::::: 450% Fb (psi)= 3100 h= 11.88 S= 164.5 OK.;:;:: 243% E (psi)= 2.00E+06 —"–" 1= 976.8 116% SPAN/ 432 INPUT SPAN (inches)= 228 (9 RL=VL (pounds)= OUTPUT 4386 lbs. max ' P location from left support (inches)= 60 RR=VR (pounds)= T69711bs. 0 P location from right support (inches)= 168 ' AREA REQUIRED (A)= 18.47 IN CONCENTRATED LOAD P (pounds)= 5953 MOMENT (Mmax)= 263.` 19 KIP IN ' DEFLECTION (span/x)= 360 SECTION REQUIRED (S)= 67.84 IN' MOM INERTIA REQ'D (1)= 844.38 IN' Adiustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi) Adjusted Shear Stress F'v (psi)= 356.25 Duration 25 t .p0 Duration Size Factor = 1.00 Shear Stress f�2;1) Temperature = 1.00 Temperature = 1.00 Wet Service = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 FI -w- o R BIBANt Cl� =) 00 Use ? "X11YJ0I'.'i-VL uO E-noN r I0 -&IA P-WOODCOL WOOD COLUMN - COMBINED FLEXURE AND AXIAL LOAD rot" wow wnnncni vi < PROJECT: HERNANDEZ FIELD CHANGE 1 PAGE: ROJ NUMBER: 0202 0.00 DATE: 10/29/02 COLUMN: WOOD COLUMI USE: 5.50 X 5.50 COLUMN DIMENSION / MAJOR AXIS: (dl)= 5.50 INCHES COLUMN DIMENSION / MINOR AXIS: (d2)= 5.50 INCHES UNSUPPORTED LENGTH / MAJOR AXIS: (lei)= 108.00 INCHES 411 UNSUPPORTED LENGTH / MINOR AXIS: (le2)= 108.00 INCHES BUCKLING MODE / MAJOR AXIS: Ke = 1.00 BUCKLING MODE I MINOR AXIS: Ke = 1.00 Ck = AXIAL LOAD: P= 9288 POUNDS MAX BENDING MOMENT IN COLUMN: M = 6075 INCH POUNDS ALLOWED COMPRESSION STRESS: Fc = 1300 P.S.I. ALLOWED FIBER BENDING STRESS: Fb = 875 P.S.I. MODULUS OF ELASTICITY: E = 1600000 P.S.I. K = 0.671 * SQUARE ROOT E/Fc = 23.54 SHORT COLUMN Fc = 0.00 INTERMEDIATE COLUMN Fc = 1090.19 LONG COLUMN Fc = 0.00 EFFECTIVE LENGTH (L*Ke) le = 108.00 SLENDERNESS RATIO (le/d) = 19.64 (cannot exceed 50) ADJUST FACTOR (le/d-1 1)/K-1 1 J = 0.69 0<=J<=1 J= 0.00 ACTUAL UNIT COMPRESS STRESS fc = 307.04 ACTUAL UNIT BENDING STRESS fb = 219.08 BEAM SLENDERNESS FACTOR Cs = 0.81 (cannot exceed 50) Ck = 34.68 SLENDER ADJUST FIBER STRESS F'b = 875.00 UNITY CHECK *** 0.59 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <= 1 use rvqK(,v"oF4*2 cbucwN. ✓ Page 1 &AAAOCIV ALLOWABLE DESIGN PROPERTIES - 13/4" 2.0E WW -LVL Depth Maximum Vertical Shear (lbs) Maximum Bending Moment (ft -lbs) EI (x 10° lbs -fn') Weight (PIF) EI 100% 115% 125% 100% 115% (x 106 lbs -ins) 125% 5'h" 7'/:' 9'/i' 117/8" 14" 16" 18" 1829 2411 3159 3948 4655 5320 5985 2103 2772 3633 4541 5353 6118 6883 2286 3013 3948 4936 5819 6650 7481 2664 4380 7125 10647 14320 18210 22511 it j !, Jr•. ,r..'� +( ">., ,�,F ?•! � 'i', �-..\ 5.00 7'/:' 4821 5544 6027 8761 10075 10951 222 6.59 9Ya" y 11w 6318 7897 ._.�+ 7265 9081 7897 9871 14251 21295 16388 24489 17813 266.9 500 977 8.64 10.79 14" 9310 10707 11638 28639 32935 35799 1601 12.73 16" 10640 12236 13300 36421 41884 45526 2389 14.54 18" 11970 13766 1496345022 51775 56277 34021 16.36 ALLOWABLE DESIGN PROPERTIES - 13/4" 2.0E WW -LVL Depth Maximum Vertical Shear (lbs) Maximum Bending Moment (ft -lbs) EI (x 10° lbs -fn') Weight (PIF) EI 100% 115% 125% 100% 115% (x 106 lbs -ins) 125% 5'h" 7'/:' 9'/i' 117/8" 14" 16" 18" 1829 2411 3159 3948 4655 5320 5985 2103 2772 3633 4541 5353 6118 6883 2286 3013 3948 4936 5819 6650 7481 2664 4380 7125 10647 14320 18210 22511 3064 5037 8194 12245 16468 20942 25888 3330 5475 8977 13309 17900 22763 28139 49 111 250 488 800 1195 1701 2.50 3.30 4.32 5.40 6.36 7.27 8.18 2.0E WW -LVL Allowable Design Stressest'1 Modulus of Elasticity E = 2,000,000 psilal / 13/4" 2.0E WW -LVL Bending Fb = 3,100 psipllrl AVAILABLE SCHS (INCHES): Horizontal Shear (joist) F. = 285 psi .. Compression Perpendicular to Grain (joist) Fri = 850 psi'') Compression Parallel to Grain Fr = 2,750 psi (1) These allowable design stresses apply to dry service conditions. i (2) No increase is allowed for load duration. f (3) Multiply by (I2/d)'15 where d = depth of member (in). ,I (4) A factor of 1.04 may be applied for repetitive members as defined in the National Design Specification®for Wood Construction. 5'h 7% 9'f2 11A 14 16 18 ALLOWABLE DESIGN PROPERTIES - 31/6" 2_nE ww-L vi Depth Maximum Vertical Shear (lbs) Maximum Bending Moment (ft -lbs) -- EI (x 10° lbs -fn') Weight (pIFJ 100% 115% 125% 100% 1 15% 125% 5'h" 3658 4206 4572 5328 6128 6660 97 5.00 7'/:' 4821 5544 6027 8761 10075 10951 222 6.59 9Ya" y 11w 6318 7897 ._.�+ 7265 9081 7897 9871 14251 21295 16388 24489 17813 266.9 500 977 8.64 10.79 14" 9310 10707 11638 28639 32935 35799 1601 12.73 16" 10640 12236 13300 36421 41884 45526 2389 14.54 18" 11970 13766 1496345022 51775 56277 34021 16.36 2.0E WW -LVL Allowable Design Stressesttt Modulus of Elasticity E = 2,000,000 psij�1 Bending Fb = 3,100 psit3B'1 Horizontal Shear (joist) F. = 285 psi Compression Perpendicular to Grain (joist) Fr, = 850 psit't Compression Parallel to Grain Fc = 2,750 psi (1) These allowable design stresses apply to dry service conditions. (2) No increase is allowed for load duration. (3) Multiply by (1'2/d)'r5 where d = depth of member (in). (4) A factor of 1.04 may be applied for repetitive members as defined in the National Design Specification® for Wood Construction. 31/2" 2.0E WW-I.VL AVAILABLE SIZES: i! Id ® J 5'h 7A 9'h 11% 14 16 18 41 4b- • 11x,=• aY�•4l t. � V , ^�•r. i. • 5 - SCREWS (EA. SIDE) 4 - 5/4" BOLTS STEEL FLANGE — GTSK FOR - 5 #12x2" FHWS 4 - 5/4" BOLTS � GONG. FLOOR-- +O -O.. Msi I m DRAWN BY: DS PROJECT NO.: 0202 CHECKED D GOOLE 12/18/02 OcoP9 D C< htR s c� ea o rr s r R C A D C N E on the ConCeptond idecs of this unpublished work. No 0 bliCotion. 055.onnent. d—iot— or further tliS Lr ibution i5 olloweo without the ezores5 ritten oernission of A R C A D E ." E 4� 6x6 POST 2x6 II PLAN VIE1N r ........ ........ __...._.. 6x6 POST _. .............. N:A Dae 1/4"x8"x12" FLATS oPCAL�F�Q� ,F— WELD ON 2-2"x4"x1/4" STEEL FLANGES a a —a SECTION -SIDE ° SECTION -FRONT 4 a 7n° ARCADEME FOST 5ASE o--,D4- Studio ... 530.343.5709 SCALE: 5'' = 1'-0" 1037... Park .. Avenue Chico, California 95928 i. r ROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA. SHEET NO: CL -2a 1 Of' SIiTS. FLYWD. SUBFLOOR LVL BEAM - I N 11 CGWB CLO. t 0 0 --- SIMFSON AG6 MAX EA. SIDE A 34 EA. SIDE 6X6 POST ADD 2X6" W/ 16d (g12" STAGGERED I BUILT OF WOOD COVER 10" SO SIDE VIEW I 1F I FRONT VIEW ARCADEME FOST AT 5EA1vl Studio... 530.343.5709 SCALE: �" = I' -O" 1037... Park .. Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA. BY: ps PROJECT NO.: 0202 ED BY: DATE: T COLE r 12/13/02 a R C A D E M Eght .5 cici—d by A R C.A D E M,eptond ,dec5 of th�5unpublishedork.ot'o` c55�dpw.ct�On Or Fur tMpriOr. '5 ollowed without le^ni ;o, of A R C A U E M E ----,_�_ _ ._........_......... _.... PORG�� i I II SUN ROOM I ILS ------J DRAWN BY: PRO q NO.: DMS,111 0202 CHECKED BY:. DATE: COLE 12/18/02 Q 2002 ARCADEME A Copyright is Claimed by A R C A D E M E on the COnCeptand ideos at this unpubllsheo work. No D.bliCation, ossignnent, deviation or r—thpr ti distribuon ,s allowed without the ezprpss written oer—sioa of A R C A D E M E. AGK s CIO �(\ ' " �V, 613843 Illenewal Dat© _aiz A R C A D E M E 1k Studio ... 530.343.5709 1037... Park .. Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 0 5 -<D CLARIFICATION NO. CL -2c 3 OF 4 SHEETS v �GiC S, c0 ct`�'�► QQ' C13843 10, enewT'NQ' Date _e�� 1!2"PLY 5!8"AB E M E Design: 6 L r Project Name: L}EA%A i0pe—zi�5_1 S t u d i o . . . . . . . . . 9 1 6. 3 4 3. 5 7 0 9 Project Number: CLOIO 1037 Park Avenue Date: Chico, California 95928 Page: of JUSTIFICATION OF 112" PLYWOOD SHEAR WALLS WITH .5/8" ANCHOR BOLTS (INCLUDES 3/8" WITH STUDS @16"OC MAX) (NOTE: WOOD & FASTENER VALUES BASED ON 1997 NDS) ANCHOR BOLTS = 5/8" (TABLE 8.2E) (A307 BOLTS MEET CODE REQ'D FY=45000PSI) 11/2" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 890 LBS/BOLT X 1.33 = 1184 #/BOLT 21/2" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 1140 LBS/BOLT X 1.33 = 1516 #/BOLT 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL (TABLE 12.3A) (ADJUSTED PER TABLE 7.3.1) SIMPSON A-34 CLIP = (345#)(1.25) = 431 #/CLIP (SIMPSON 125% MAX INCREASE) 112" & 3/8" OSB OR CDX PLYWOOD WITH 8d @ 6"/12" (UBC TABLE 23-1-K-1) = 260 #/FT ANCHOR BOLTS = 1184 / 260 = 4.55 FT = 55 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 260 = 0.40 FT = 4.8 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 260 = 1.66 FT = 19.9 INCHES ON CENTER MAXIMUM Ba 112" & 318" OSB OR CDX PLYWOOD WITH 8d @ 4"/12" (UBC TABLE 23-1-K-1) = 380 #/FT ANCHOR BOLTS = 1184 / 380 = 3.12 FT = 37 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 380 = 0.28 FT = 3.3 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 380 = 1.13 FT = 13.6 INCHES ON CENTER MAXIMUM 1/2" & 318" OSB OR CDX PLYWOOD WITH 8d @ 3"/12" (UBC TABLE 23-1-K-1) = 490 #IFT ANCHOR BOLTS = 1516 / 490 = 3.09 FT = 37 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 165 / 490 = 0.21 FT = 2.6 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 490 = 0.88 FT = 10.6 INCHES ON CENTER MAXIMUM p�(SHEARWALL C REQUIRES 3X NOMINAL SILL AND PANEL EDGE MEMBERS IN SEISMIC ZONES 3&4) 1/2" STRUCT I PLYWOOD WITH 8d @ 3"/12" (UBC TABLE 23-1-K-1) = 550 #IFT 5(t6sn T� �1 � 4 P50 � i \ICAC 6 2 f`b�- /' "' 6 U) #"& 70 gepcAfe - &;qBaa -91t 1g, fr-rC N4!6,-QP-Lir`s• Page 1 DECK RELOG TE WI NDO HERE OMIT TYPE A SHEAR WALL HERE I I SCALE: 1/4"=1'-0" DRAWN BY: PRO q ' NO.: DMS,III 0202 CHECKED 5-Y1 DATE: COLE: 1 12/18/02 @ 2002 A R C A 0 E M E A copy right s Cloineo by A R C A 0 E "E On the ConCeptand ideas OF this unpublished work. No publication. ossignnent, deviotion or Further distribution is alluweowithout the express .ritten permission of A R C A D E M E. TYPE/A\SHEARWALL O.K. w/ ADDED STRESS MASTER BEDROOM MASTER BATH v K S, c F� QQ' C13843 <� anewa Date OF CAL�Fo A R C A D E M E Studio ... 53 0.343.5709 1037... Park. . Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 .....-......-.....-.._..-._...-.._� CLARIFICATION NO. CL -2d 4 OF 4 SHEETS H, K 1. H U t M t Studio. . . . . . . . . 530.343.5709 1037 Park Avenue Chico, California 95 92 8 Wes1 • •�.� .� vww Design: 7 1) �; 7t�r'� , -✓ r Project Name:AJ`P.i. Project Number: Date: 4/2..1 (� � Page: X an— — -- 4 - 5/4" BOLTS STEEL FLANGE GTSK FOR - 5 #12x2" FHWS — 4 - 5/4" 80LTS GONG. FLOOR.-- +0 -0 , DRAWN BY: PROJECT NO.: LSS 0202 CHECKEDY: PAT GOOLE 1 DATE: 12/18/02 E q) 19999 AhtR 5 CIODin- 0 r'9 Y A R C A D E M E Dn the CpnCep, Anti itleAS or :hiS unpVbliSh-, work NO pwbbCauon. 0Ssiq--;. de�;utipn or r—Sher d,Stribt.tipn iS 0t;_0 vth0vt the expreSs «ritten pernis5:p 0, A R C A D E N E PLAN VIEW 6x& FOST 2xC _._....._..__ ..._...... __. 1'. <xC POST _._ .... _._..._.�............. 1/4"x8"x12" FLATE +— WELD ON 2-2"x4"xl/4" STEEL FLANGES o` Io o b / o T 1 3 �o NA new '9 Date OF CAL\FOQ� a , a a a D SEG T ION -51 DE n_ SEGTION-FRONT Q a 43 a ARC -AD EME FOST 5ASEw,D4- SHEET NO: Studio... 530.343.5709 SCALE 5" = I'-0" CL -2a1037... Park .. Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE 1 �t RANCHO ARROYO LANE, CHICO, CA. of `- _ SHTs. FL`rWD. SUE3FLOOR L\/L E3EAI`-1 D 0 ACy 4, C13 3 .... ...... . ... . ................... .... . ..... . . . ......... 0 0 0 0 . . . ........ C' 0 0 0 0 0 0 0 0 GWB CLr::,. 0 0 SIMPSON AGC MAX EA. SIDE ---A 54 EA. SIDE 6x& POST -Al:;)D 2X&" VV • 16d @)12;' STAGGERED BUILT UF WOOD GOVER 10" 50 SIDE VIEW F I I I FRONT VIEW I RC AD EM*E FOST AT 5EA1vl Studio... 530.343.5709 1037. . . Park. . Avenue SCALE: 1'-0" Chico, California 95928 1 IPROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA. DRAWN BY: RA WN By ns PROJECT NO.: ---QZ02--1 BY: DATE: [CHTECKED PAT COLE 12/13/02 @1999 ARC A,PEM E so A copy ght 5 C 0—d by A R E m E — the cocer, ond deoS of ts',S nA "bliShed work N b Cotion, DSSig—T. Further is alt—ed itsho.t the e.ort,SS De—issision of A R C A 13 C M E I KIT 7 �1 SUN ROOM I j ISL --_----J 3-SIMPSON VGGC Z :�..._ ....i_ ........ ... ................ GREAT ROOD se I BD. RM.#4 I '' .._ ._........ -ill_—il------J I------jI — 7 --- --- ._... _.... _..... r= I � PORCH l i. :� 11 DRAWN BY: PRO q NO.: DMS.111 0202 CHECKED BY: DATE: COLE 12/19/02 (B 2002 A R C A D E M E A Copyright .5 Cto,red by A R C A D E M E on the Conceptond ideas of this unpuollshed work. No publication, assigrrert. deviation or Further distribution .s allowed without the express .. ritten per nission of A R C A g E M E. (*r4,r1 K S G�0 0�'AC13843. I � m I I anew 9 Date CF SCALE: 1/4"=1'-O" A R C A D E M E Studio ... 530.343.5709 1037... Park.. Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 CLARIFICATION NO. CL -2C 3 OF 4. SHEETS ,Jr C13843 O<m 1!2"PLY 5!8"AB OF CP+L�Fo� A R C A D E M E Design: G L- zc ProjectName: Studio. . . . . . . . . 916.343.5709 Project Number: C2n2 1037 Park Avenue Date: �Z1 Chico, California 95928 Page: of JUSTIFICATION OF 1/2" PLYWOOD SHEAR WALLS WITH 5/8" ANCHOR BOLTS (INCLUDES 3/8" WITH STUDS @16 -OC MAX) (NOTE: WOOD & FASTENER VALUES BASED ON 1997 NDS) ANCHOR BOLTS = 5/8" (TABLE 8.2E) (A307 BOLTS MEET CODE REQ'D FY=45000PSI) 11/2" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 890 LBS/BOLT x 1.33 = 1184 #/BOLT 2112" DOUGLAS FIR LOADED PARALLEL TO GRAIN= 1140 LBS/BOLT x 1.33 = 1516 #/BOLT 16d BOX NAILS = (79#)(1.33) = 105 #/NAIL (TABLE 12.3A) (ADJUSTED PER TABLE 7.3.1) SIMPSON A-34 CLIP = (345#)(1.25) = 431 #/CLIP (SIMPSON 125% MAX INCREASE) A 1/2" & 3/8" OSB OR CDX PLYWOOD WITH 8d @ 6"/12" (UBC TABLE 23-1-K-1) = 260 #/FT ANCHOR BOLTS = 1184 / 260 = 4.55 FT. = 55 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 260 = 0.40 FT = 4.8 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 260 = 1.66 FT = 19.9 INCHES ON CENTER MAXIMUM aB 1/2" & 3/8" OSB OR CDX PLYWOOD WITH 8d @ 4"/12" (UBC TABLE 23-1-K-1) = 380 #/FT ANCHOR BOLTS = 1184 / 380 = 3.12 FT = 37 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 380 = 0.28 FT = 3.3 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 / 380 = 1.13 FT = 13.6 INCHES ON CENTER MAXIMUM 1/2" & 3/8" OSB OR CDX PLYWOOD WITH 8d @ 3"/12" (UBC TABLE 23-1-K-1) = 490 #/FT ANCHOR BOLTS = 1516 / 490 = 3.09 FT = 37 INCHES ON CENTER MAXIMUM 16d BOX NAILS = 105 / 490 = 0.21 FT = 2.6 INCHES ON CENTER MAXIMUM SIMPSON A-34 CLIP = 431 1490 = 0.88 FT = 10.6 INCHES ON CENTER MAXIMUM (SHEARWALL C REQUIRES 3X NOMINAL SILL AND PANEL EDGE MEMBERS IN SEISMIC ZONES 3&4) 1/2" STRUCT I PLYWOOD WITH 8d @ 3"712" (UBC TABLE 23-1-K-1) = 550 #/FT 5�(tf;,Srl TMr!!: q51 0 P50 x/ \ICBG 6 2 fbI2- ��g",� 6 Ui419;�kS FJ5Qal e-F-fi 7o gepcA,,� — &o8rsO . `( ii� l"5r-Au— Fr -e- of !6. 9i� i lm - Page 1 DECK RELOC TE K NDO HERE OMIT TYPE A SHEAR WALL HERE TYPEASHEARWALL O.K. w/ ADDED STRESS MASTER BEDROOM MASTER BATH v K S. 1 jr C13843 � 7k fienewal '9 Date A1.�FSCALE: 1/4"=1'-O" CCC DRAWN BY: JPRO NO.: DMS,111 0202 CHECKED BY: DATE: COLE '12/18/02 © 2002 A R C A D E M E A Copyright is ClAined by A R C A D E M E on the COnCeptand ideas, OF this unpub11Shed v0rk. No publication, ossignnent, deviation or i'urtner distribution iS allowed without the P.Ore.s written permission or A R C A 0 E M E. A R C A D E M E Studio... 530.343.5709 1037... Park .. Avenue Chico, California 95928 PROJECT NAME: HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 CLARIFICATION NO. CL-2d 4 OF 4 SHEETS H K t.. H UI t M t Studio. . . . . . . . . 530.343.5709 103°7 Park Avenuc Chico, California 95 92 8 Design: 11I7r�w��57 �A�r Project Name: AE'Aw4ti .. Project Number:_ 000 Date: Page:.X �� --- USE Fig WA P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PAGE: PROJ NUMBER: 0202 DATE: 10/29/02 BEAM: WEST MAIN FLOOR BEAM=O USE: 7.00. X 11.88 STRENGTH= WW -LVL TRIAL MEMBER Fv (psi)= 285 b= 7.00 A= 83.1 OK::::>: 322% Fb (psi)= 3100 h= 11.88 S= 164.5 :.01.< : 289% E (psi)= 2.00E+06 1= 976.8 :C3f<`::: 203% SPAN/ 818 INPUT OUTPUT SPAN (inches)= 204 RL=VL (pounds)= 4902 lbs. max P location from left support (inches)= 36 RR=VR (pounds)= 1051 lbs. 0 P location from right support (inches)= 168 AREA REQUIRED (A)= 25.80 IN' CONCENTRATED LOAD P (pounds)= 5953 MOMENT (Mmax)= 176.49 KIP IN DEFLECTION (span/x)= 360 SECTION REQUIRED (S)= 56.87 IN' ' MOM INERTIA REQ'D (1)= 481.42'IN° Adjustment Factors Adjustment Factors Adjusted Bending Stress F'b (psi)= 3104 Adjusted Shear Stress F'v (psi)= 285 Duration = 1.00 Duration = 1.00 Size Factor = 1.00 Shear Stress = 1.00 Temperature = 1.00 Temperature = 1.00 Wet Service = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 c�4+�tet P+�D P LOAD BEAM: SIMPLE SPAN BEAM CONCENTRATED LOAD PROJECT: HERNANDEZ RESIDENCE PAGE: PROJ NUMBER: 0202 DATE: 10/29/02 BEAM: EAST MAIN FLOOR BEAM=N USE: 7.00 X 11.88 STRENGTH= WW -LVL TRIAL MEMBER Fv (psi)= 285 b= 7.00 A= 83.1 OK.:::: 450%' Fb (psi)= 3100 h= 11.88 S= 164.5 :OK ;>; 243% E (psi)= 2.00E+06 ` 1= 976.8 116% SPAN/ 432 INPUT OUTPUT SPAN (inches)= 228 RL=VL (pounds)= 4386 lbs. max P location from left support (inches)= 60 RR=VR (pounds)= 1567 lbs. 0 P location from right support (inches)= 168 AREA REQUIRED (A)= 18.47 IN' CONCENTRATED LOAD P (pounds)= 5953 MOMENT (Mmax)= 263.19 KIP IN DEFLECTION (span/x)= 360 SECTION REQUIRED (S)= 67.84 IN' MOM INERTIA REQ'D (1)= 844.38 IN Adiustment Factors Adjusted Bending Stress F'b (psi)= 3880 _ Duration = 1.25 Size Factor = 1.00 Temperature = 1.00 Wet Service = 1.00 Repetitive Member = 1.00 Adjustment Factors Adjusted Shear Stress F'v (psi)= 356.25 Duration = 1.25 Shear Stress = 1.00 Temperature = 1.00 Wet Service = 1.00 u's le 7 "XII Vb" &-VL P-WOODCOL WOOD COLUMN . COMBINED FLEXURE AND AXIAL LOAD rmi" *1 uinnnnni vi PROJECT: HERNANDEZ FIELD CHANGE 1 PAGE: ROJ NUMBER: 0202 0.00 DATE: 10/29/02 COLUMN: WOOD 'COLUMI USE: 5.50 X 5.50 COLUMN DIMENSION / MAJOR AXIS: (dl)= 5.50 INCHES COLUMN DIMENSION / MINOR AXIS: (d2)= 5.50 INCHES UNSUPPORTED LENGTH / MAJOR AXIS: (lel)= 108.00 INCHES UNSUPPORTED LENGTH / MINOR AXIS: (le2)= 108.00 INCHES BUCKLING MODE / MAJOR AXIS: Ke = 1.00 BUCKLING MODE / MINOR AXIS: Ke = 1.00 Ck = AXIAL LOAD: P= 9288 POUNDS ' MAX BENDING MOMENT IN COLUMN: M = 6075 INCH POUNDS ALLOWED COMPRESSION STRESS: Fc = 1300 P.S.I. ALLOWED FIBER BENDING STRESS: Fb = 875 P.S.I. MODULUS OF ELASTICITY: E = 1600000 P.S.I. K = 0.671 * SQUARE ROOT E/Fc = 23.54 SHORT COLUMN Fc = 0.00 INTERMEDIATE COLUMN Fc = 1090.19 LONG COLUMN Fc = 0.00 EFFECTIVE LENGTH (L*Ke) le = 108.00 SLENDERNESS RATIO (le/d) = 19.64 (cannot exceed 50) ADJUST FACTOR (le/d-1 1)/K-1 1 J = 0.69 0<=J<=1 J= 0.00 ACTUAL UNIT COMPRESS STRESS fc = 307.04 ACTUAL UNIT BENDING STRESS fb = 219.08 BEAM SLENDERNESS FACTOR Cs = 0.81 (cannot exceed 50) Ck = 34.68 SLENDER ADJUST FIBER STRESS F'b = 875.00 "*** UNITY CHECK *** 0.59 (cannot exceed 1) "fc/F'c + fb/F'b-Jfc <=1 ulsfw 41K&I, oroz c--,�.,cwnr, Page 1 ALLOWABLE DESIGN PROPERTIES — 13/4" Z.OE WW -LVL Depth Maximum Vertical Shear (lbs) 100% 115% 125% Maximum Bending Moment (ft -lb.) 100% 115% 125% EI (x 10° lbs-inz) Weight (PIf1 5'h" 7'/4" 9'/z" 14" 16" 18" 1829 2411 3159 3948 4655 5320 5985 2103 2772 3633 4541 5353 6118 68837481 2286 3013 3948 4936 5819 6650 2664 4380 7125 10647 14320 18210 22511 3064 5037 8194 12245 16468 20942 25888 1 49 111 250 488 800 1195 1701 2.50 3.30 4.32 5.40 6.36 7.27 8.18 6128 6660 97 5.00 7114" 4821 5544 6027 8761 10075 10951 222 6.59 91/2" 6318 7265 7897 14251 16388 17813 500 8.64 11%" 14" 16" 7897 9310 10640 9081 10707 12236 9871 11638 13300 21295 28639 36421 24489 32935 41884 266:9 35799 45526 977 1601 2389 10.79 12.73 14.54 181' 11970 13766 14963 45022 51775 56277 3402 16.36 is ` �iy �� {�� Fri' . 5 }' ,. f j s •` ..,I i � 4 t- t ,.++-.m•• y,�,,,.�.>`.Q`R ALLOWABLE DESIGN PROPERTIES — 13/4" Z.OE WW -LVL Depth Maximum Vertical Shear (lbs) 100% 115% 125% Maximum Bending Moment (ft -lb.) 100% 115% 125% EI (x 10° lbs-inz) Weight (PIf1 5'h" 7'/4" 9'/z" 14" 16" 18" 1829 2411 3159 3948 4655 5320 5985 2103 2772 3633 4541 5353 6118 68837481 2286 3013 3948 4936 5819 6650 2664 4380 7125 10647 14320 18210 22511 3064 5037 8194 12245 16468 20942 25888 3330 5475 8937 13;:09 17900 22763 28139 49 111 250 488 800 1195 1701 2.50 3.30 4.32 5.40 6.36 7.27 8.18 2.0E WW -LVL Allowable Design Stresses„) Modulus of Elasticity E = 2,000,000 psi1a) 13/4" 2.0E WW -LVL Bending Fb = 3,100 psi131(4) AVAILABLE SIZES (INCHES): Horizontal Shear (joist) F„ = 285 psi Compression Perpendicular to Grain (joist) Fu = 850 psijzl Compression Parallel to Grain Fc = 2,750 psi (1) These allowable design stresses apply to dry service conditions. (2) No increase is allowed for load duration. , I' (3) Multiply by (12/d)"I where d = depth of member (in). (4) A factor of 1.04 may be applied for repetitive members as defined in the National Design Specification® for Wood Construction. 5'h 7% 91h 11:4 14 16 18 ALLOWABLE DESIGN PROPERTIES — 31/2" 2_0F WW_I Vi DepthEI Maximum Vertical Shear (lbs) Maximum Bending Moment (ft -lbs) (x 104 lbs-inz) Weight (plf) 100% 115% 125% 100% 115% 125% 5'/z" ' •3658 4206 4572 5328 6128 6660 97 5.00 7114" 4821 5544 6027 8761 10075 10951 222 6.59 91/2" 6318 7265 7897 14251 16388 17813 500 8.64 11%" 14" 16" 7897 9310 10640 9081 10707 12236 9871 11638 13300 21295 28639 36421 24489 32935 41884 266:9 35799 45526 977 1601 2389 10.79 12.73 14.54 181' 11970 13766 14963 45022 51775 56277 3402 16.36 2.0E WW -LVL Allowable Design Stresses,') Modulus of Elasticity E = 2,000,000 psi(71 Bending Fb = 3,100 p01114) Horizontal Shear (joist) F. = 285 psi Compression Perpendicular to Grain (joist) Fc, = 850 psiu) Compression Parallel to Grain Fc = 2,750 psi (1) These allowable design stresses apply to dry service conditions. (2) No increase is allowed for load duration. (3) Multiply by (1'2/d)'r5 where d = depth of member (in). (4) A factor of 1.04 may be applied for repetitive members as defined in the National Design Specification" for Wood Construction. 31/2' 2.0E WW-l.VL AVAIlA9LE SIZES: 4 51/2 7Y. 9h )IN 14 16 18 41 1.171! q- 5,.ry,k Don! ". W. :m P4 S: J 1.171! q- 5,.ry,k Don! :m P4 1.171! q- 5,.ry,k Don! E.H. USE ONLY Rot Ran Anschod—+'�/----- i Jv� Roos Ran Aruchad v Sent to -TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance // I /,E/ ?-/ ) Zor Owner Location APO Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well �^ Clearance for dwelling. Other Final clearance`O:K: for: ' NOTE: Environmental Health Specialist 8/96 P Ii1 APPROVLD Butte County S O J W Z Z Q S v :NVIRONMENTAL HEALTH SEP 2 4 2002 CHICO, CALIFORNIA HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 23 SEPTEMBER 2001 EAST 518.86' PARCEL 2 O -O �. k� z c� J RE5IDENGE S v 5EPTIG TANK Q m WELL 1- 5EPTIG DRAIN FIELD OLU O l� <61-g L - Im (100' MIN.) 1 2 O I 62 EAST 518.86' ' Ii1 APPROVLD Butte County S O J W Z Z Q S v :NVIRONMENTAL HEALTH SEP 2 4 2002 CHICO, CALIFORNIA HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 23 SEPTEMBER 2001 i� SEOOND LEVEL Butte County Envir ental Oh 01 .2 c)�. SEP 2 4 2002 FIRST LEVEL CHICO, CALIFORNIA HERNANDEZ RESIDENCE RANCHO ARROYO LANE, CHICO, CA 95973 13 SEPTEMBER 1001 0 /0, 20' 30' 49 FEETso BUYER'S RESPONSIBILITY, Pool area to be fenced per local code. 4. 4- dates to be self-clos,j,g and self -latching. Wet down GUNITEe twice daily for, days. 4- 4- i 4- 0 a a IN E ME NonL M(two ME * r 0 MMMMMMMMM ill ris IV,, N-1 I a * , 4 ; a a a mom MMMMmMm - am a MEMMEMENT am mmummmanlooll ago an! MR we j? . f. GENERAL POOL SPECIFICATIONS: (Temp.# 71 -T L 1� i6m 7 - - i 10 PF-:91METER:1(a AF BLLJ,F= -H-WEN PALS MAXIMUM WIDTH: `4 MAXIMUM LENGTH: POOL CAPACITY: POOL DEPTHS TURNOVER RATE: IN%j f -T 41- MrVIUM: 7 EXCAVATION T ___r Access Front e 4 t Bob Cat Shuttle Dig 4-4 ' Remove Dirt -0" Remove Stumps) �j _,P Remove Fence 46 T -T. 'it Replace Fence Remove Concrete S.F. 1 r Sawcut Cor)crete AAj Ft. I T 17. 4 STEEL i y I Expansive .1; Soil Steel Pattern BH PLUMBING A 14 -7 4 Filter Run Ftg: Return Lines P -Trap _. B/Wash Line AID Gas Line Ftg A- Drill Drive f ELECTRICAL - 4 J Run By 4, Ftg 4— A GUNITE Ff 1j, Love Seat. Swim _14 Out 1, Ext. 2nd lite 4. I -1 R. B. B. in. X Ft. A + L R.B.B. -Aff: in. X Ft. r T T r T 71 COPING ;n-hyk- Type, DECIIIG,., Type Color Ye; Risers- k%rh Footings AA Mastic � Drains letb EQUIPMENT Folter'jype Seze 5-56 Pump HP %:R 2'SD 1 SP Smart Box Yes t& Smart Pure Yes ta Smart Light Yes f- 500 W Liod Yes Smart Vac 11 a No Heater BTU Pro Div. Board (9 Slide /VO Water Feature ^A PLASTER Color Sffi"N,�_ SPA -7 1, 7' out Size n— Plumbing Run c� Dam Wall Length Number of Jets Blower Hp —Yes — U01 F V 1 1 .4- 1 1 1 1 ; I - I ILt: 'Remote Model # It +.. - !- 4- J 4e ,I A Type Yes Spa Side Switch IL j Spa Dam Smart Light Yes PTO Accent Tyle NIP T_ wt 100 Watt Light Yes RO 4- 4 -I L r A -17 BUYER Initials e U 4- T --BI Approve above specification f r.7 -"Wt0hM 'n Approve equipment location f7T 14 + Understand that decking shown is for illustration 'purposes only and T 7— + understand that they are'to re square feet of deck: ceive -4, i -t-4 Signature _T; Date 71 Prepaired Especially or: T 7 -4 t 771'-; - 4 A9`4 10 045 Street T� 4- .41 av t 4- --- --- City Zip . . . . . . i 4 Home A4 1 7 Aj, i -H I I � I � T- IL gL)3 5!110 T i T e Phone Work Phone -4. _T r ------ P 4_+ 4 - -4-4- _4 Designer Job No. Block Tract 06 -i- + --r 4 Lot QLA I 4 T- j _' t t - rrj ; - r J' - -�l 4 4 L f t - Mapsco No. 77T -T 7+-