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Home My WebLink About066-420-033LOT BLOCK TYPE PERMIT NO. PLAN NO PERMITIT - A.F. RLENE M. BOONE k;EE[JONTR:shi Dr., Lot 51, Indian Meadows #3 CharlesE.HancockParadise ermit 521-73PtE utilities with' the exception of gas piping for mobile home) suBDly" A.. P .. 66-42-33 ARLENE M. BOONE DATE ISSUED 231 Ishi Drive, Lot 51, Ind. Meadows #3,.Magalia _ Permit 1320-74B (de A-10 f 66-42-33 If " "'� 168-90B SAWYER, Paul &Sue t CONTR•: Nor`thstate;-Alumnu 6699 IshiODR, Magalia (PATIO COVHER).` { • +/ / ♦a • III/// 33 ICHAEL �0_ �j89 j DR, MAGALIA 1 mak' ENE ROOFING 1 �'� �J�� 4667 TANK AND GAS LINE PERMIT DESIGNATION: B—BUILDING DEPARTMENT OF P—PLUMBING T—TRAILER BUILDING AND SAFETY B07-2724 5C4A)A O066-420-033 RESIDENTIAL -Mobile Home RET PERM FND EX MH TIDO IT 6699 ISHI DR BASSI, MICHAEL I REMARKS I E—ELECTRICAL U—USE PERMIT TV — RADIO -TV ANTENNA V — VARIANCE S/W—SIDEWALK NOTICE S_ SIGN PERMIT HM— HOUSE MOVING EP—ENCROACHMENT D — DEMOLITION 600.7 m Z r D r m N a z m m Z m D m Z v > N y C m m N p0 C 0 Z m N O Z a O Z N Q m A 3 i C 3 mA x C m D O r m C Q O 3 m N ;a m _ O p NO N 2 p 2 p m ly N O C p '-DI N p N -DI 3 N D i O Q 'm v T •a•1 O m _N O i r O z 41 D D O > L1 Z m i m n m m m m m m m N i ID m m m N Q m l7 D p D O i D m m i N O O m D D N 1 m N 0 FOUNDATION m N D i O m REINFORCING m D O v STEEL D in m D m Z r D r m N a z m m Z m D m Z v > N y C m m N p0 C 0 Z Z -1 x C m D N r m C Q O 3 m N ;a m _ O p NO N 2 p 2 p N ly N O C p '-DI N p N -DI 3 N D i O m 'm v T •a•1 O m _N O i r O z 41 D O > L1 Z m m n m m m m m m N i ID m m m N m l7 .N p O LOCATION. D m i N O m D N m N 0 FOUNDATION D i m REINFORCING m O v STEEL D D i m N .m Q ID m INTERIOR m Z r D r m N a z m m Z m D m Z v > N y C m m N p0 C 0 Z m m 3 Z. 3 m z PERMIT N O NUMBER p N O N p NO N p p N a N O N p '-DI N p N -DI N N i O i 'm t7 •a•1 O In _N O i N O •D•1 41 G) O > L1 (7 m m fn m m m m m m m m i ID m m m m .N O LOCATION. D i m N Q 0 FOUNDATION m REINFORCING Q STEEL D i .m m O v PERMIT NUMBER p N O N O NO N p p N a N O N p '-DI N p N p N N i O i O t7 •a•1 O In _N O i Q O •D•1 41 G) Q > L1 (7 m m fn m m m m m m m m m m m m LOCATION. FORMS. FOUNDATION REINFORCING STEEL FRAMING INTERIOR LATH EXTERIOR LATH INTERIOR PLASTER EXTERIOR PLASTER CONCRETE BLOCK GARAGE FIREWALL FIREPLACE FINAL m O v Butte County Department of Development Services. gurrE� ARE" N ® T E S 7 County Center Drive, Oroville, CA 95965 ,acol: (530) 538-7601 vrww.buttecounty netidds RESIDENTIAL APN: Permit No. owner. 066-420-033 - — - 05-2898 Site Address: BASSI, MICHAEL _ 6699 ISHI DR, MAGALIA Contractor. Cont: GREENE ROOFING PROPANE TANK AND GAS LINE Type of Permit: CHECKED BY SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE DATE JOB FINALED: I 1 SIGNATURE: +=OK 0 = Not OK MANUFACTURED HOMES DATE PERMANENT FOUNDATION SOFT -SET 1 Zoning -Setbacks -Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-Grnd Amp -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat ❑ or LP❑ Inch Sz Ft Lngth 7 Blckng; Sz-Spacing-Marriage Line 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers -Brea kers-Clrncs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Downs ❑ Foundation ❑ 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers o'°`� �• 090 �. Drawing MISCELLANEOUS DECKS'C0VERS•CARP0RTS*GARAGES 1 Zoning -Setbacks -Easements 2 Ftgs; Soils-Sz-Dpth-Spacing-Cnnctrs-Steel 3 Decks, Girders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-Cnnctrs-Shthg Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 6 Carports; Wndws-Doors . 7 Electric 8 Frmg; Sills-Anchrs-Studs-Rftrs-Trusses 9 Siding; Nailing -Veneer -Stucco -Lath 10 Roof; Shthg-Roofing 11 Ext; Steps -Doors -Landings 12 Braced Wall pnls m 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFl 6 Elec Enclsrs; Conduit Entries -Terminals -Listed 7 Elec Bonding; Metal w/5'-Crcltng Eqp-Htr 8 Elec Grndng; Eqp w/5' Crcltng Eqp-Pool Ightg Bokes-Encisrs-pnlboards-Insultn to Main Conduit 9 Health Dept Apprvl 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche 12 Enclsr; Fencing -Alarms 13 Bonding, Diving board or Slide =OK 0 = Not OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle 2 Ftg Main; Soils-Elec Grnd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd Ftg Dpth. 55 DWV; Test Fittings & Anchr Nail Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir -Tub Ace 5 Stemwalls Main; Steel -Blockouts-Wrapped 57�Tub & Shwr, 2nd fir - Tub Ace i 6 Stemwalls Garage; Steel -Blockouts-Wrapped Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test �L (f G 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frplc Ftg-Steel Fall C/0 Test _ '3 9 DWV; -Fitting -Test -2 -way -Sewer 10 UF, Gas Pipe; Sz Anchrs-Sz Test 1•t Wtr Pipe; Test-Anchrs-Rgltr-Service Test 12 Elec Undrgrnd DATE IMECHANICAL 13 Plenums & Ducts; Clrnc-MaterialSupport-Insultn 61 AC Ducts Insultn & Support 14 Girders-Sills-Anchr BoltsJoists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insultn _ 15 Ace & Vntltn 63 Condensate Drain & Ovrflw, Sz & Grade 16 Insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrm if Furnace in attic s \m I DATE IFRAMING 17 Sills Proper Materials & Anchrs 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 19 Bearing Walls over Girders & fir Nailing 20 Draft Stop in Walls (rat proof) 21 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 22 Headers & Beams-Sz & Bearing 23 Hangers -Post Caps-Anchrs-Cnnctns 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 25 Frplc Ties or Type A Flue-Frplc Throat Clrnc 26 Attic Ace; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 28 Garage Fire Prtctn Framing -RC Channel 29 Prprty Line Firewall & Opngs 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 33 Siding -Nailing Veneer 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrflr Ace 35 Glazing Area -Glass Prtctn-SkyLts-Plastic 36 Shear Walls; Nailing -Bolts 37 Brace Int/Ext Wall pnls 38 Insulin -Walls -Ceilings 39 Infiltration-Walls-Wndws DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 42 Sz Boxes & No Of Cndctrs Stapled 43 Romex Installed Close to Edge of Studs & CJ 44 Eqp Grnd made up w/Mech Fstnrs 45 Grndng Electrode Bond Gas & Wtr 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 47 Subfeed Wire Sz go ❑ CU or DAL AC Wire Sz ga ❑ CU or ❑AL 48 Range Circ ga ❑ CU or ❑AL Oven Circ ga ❑ CU or ❑AL Insulated Neutral ❑ Yes ❑ No 49 Service -Riser Cndctrs & Grnd Main Dscnnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector mac` O90 0 O'er 0 FINAL 66 Ext Steps -Door & SideLt Prtctn-Landings 67 Smoke Detector 68 Furnace Vnts-Clrnc-Comb, Air-Cnnctr In Garage; abv-flr-Ducts-Mech Prtctn 69 Bedroom Exiting 70 GFI & Bath Fxtrs & Tub AccSpa 71 GFI Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 73 Stairs, Guard/Handrails 74 Frplc or Stove, Clrnc-Hearth 75 Elec Outlets at Wood Pnl, Int & Ext 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Clrnc 77 Elec Outlets & Rcptcls at Ktchn Counter 78 Garage Fire Door; Swing -Landing -Closure 79 AC Duct in Garage -Damper 80 Wtr Htr; Vnts-Clmc-Com Air Cnnctr-PRV; abv fir Mech Prtctn; LPG Appince Undr House 3" drain 81 Plmb; Elec & Mech Eqp Listed for Loctn 82 Elec Rcptcls in Garage (GFI) Romex Prtctn 83 Insultn-Foam-Looked in Attic 84 Guard Rails & Deck Cnstrctri-Post Caps 85 Fndn Vnts & Crawl Hole Door Drnge & Wood -Earth 86 Clrnc Drnge Planters ❑ Yes ❑ No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd 92 Vntltn thru House 93 Glass Prtctn 94 Corrections from previous Inspctns 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 97 Energy Cmpinc Cert -Mer Certs 98 Address Posted 99 Fire Sprinkler o'er e` o'er e` BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #; (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP052898 d. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS 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 Issued Date: 10/20/2005 APN: 066-420-033-000 the Business and Professions Code, and my license is in full force and effect. License Class: �-3b License Number: Site Address: 6699 ISHI DR MAG Date: Contractor: ,{n Map Index: Description: PROPANE TANK AND GAS LINE OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: BASSI, MICHAEL AND TAMMY to its issuance, also requires the applicant for such permit to file a 1054 HONEY RUN RD signed statement that he or she is licensed pursuant to the provisions of CHICO CA. the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 95928 she is exempt therefrom -and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: SUBURBAN PROPANE LP Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, P 0 BOX 206 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one WHIPPANY NJ 07981-0206 year of completion, the owner -builder will have the burden of (973) 503-9102 proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does Contractor: SUBURBAN PROPANE LP not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P 0 BOX 206 ❑ 1 am Exempt under Article 3 of the Business and Professions Code WHIPPANY, NJ 07981-0206 (973) 503-9102 Date: Owner: License #: 722767 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 Architect: is issued. Engineer: I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: carrier: A C 65 is MCrI rA1) - ,)5- - Total Square Ft: 0 S. F. Policy #: L.J k R C �f � f I y 0 X 69 Valuation: $0.00 Census Code: ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, (/ and agree that if I should become subject to the workers' �,i� V compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. "' Date: �. 0/ 1%5 /� j((n/ /i`' (/ Applicant: I WARNING: Failure to secure workers' compe ation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (5100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permitereby issued un the pplicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this,permit is issued (Sec 3097 Civ.) Resoluti s to do work Indic d a ov for ich fees have been paid. �l Name: BY: Date., EXPIRES ON: Address: PERMIT C_0�'(�(1 Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not"applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: e L U V a� V Signature: � Date: • ❑ Owner ❑ Contractor ❑ Agent for Owner /Agent for Contractor d. C. Building Permit 01-16-04 pg 1 q (�M1yceo�� I oc BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE ##: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION APPLICANT SIGNATURE X For office use only: OWNER Name s Address /n j City No State Zip df PhoneaC � Fax E-mail Planner APPLICANT SIGNATURE X For office use only: CONTRACTOR - Name Ccf—be /1 !b/7e- Address N 4e- City No State Zip Phone � Fax E-mail Planner Lic. #-�22 761 Class APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name Ccf—be /1 !b/7e- Address N 4e- City No State Zip Phone � Fax E-mail Planner State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Ccf—be /1 !b/7e- Address 46 N 4e- Ci City d 0 No Sta& Zipoz p Phone �P �^ � Fax E-mail Planner APPLICANT SIGNATURE X For office use only: Zoning Flood Zone SRA Yes No Occ. Type Const.. Subdivision Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS /!5)4 6—L/2f2---0:> `�, PERMIT NO. BPO: 299 BIN # LOCATION AP# Property Address Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY . Name Address Description or Scope of Work: Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who Paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received Amount Bldg CvSRA Receipt M �� Sheriff L� SMIP Date: (0 Other I � Total T, SUBMITTAL REQUIREMENTS .y The following drawings and specifications must be submitted to the�Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. ND GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPHPAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. . 2 Energy compliance design and supporting documentation: (Note: Not required for additions to mobile or modular homes.) ❑ 1 7. 2 Flood Elevation 'Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculat.tions, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed .(if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. o 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 RESIDENTIAL h W'66-42-33 168-90B SAWYER,, Paul & Sue CONTR: Northstate Aluminum 6699 Ishi DR, Magalia (PATIO COVER) 0 JOB FINALED (Date) Signature J=OK 0 = Not OK ==Not Applicable MOBILE HOMES ' Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"Vft. / /"Nat. or/ P L" ft./ /"LPG 7. 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 Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECK VER ARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg :Rfg.-Bracing lum.4►N�CoI ns -Conner -Sp' e -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Q �Z7 �"(pCard B-1 G (�; Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (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, Distances-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-Enclosu res -Pane I boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓=OK 0 = Not OK - = Not Applicable Not Ready RESIDENTIAL :�Si le & Duplex) = Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Fig., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel -Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 57. Glazing Area -Glass Protection -Skylights -Plastic. 56. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) r COUNTY OF BUTTE - DEPARTMENT 01 7 County Center Drive - Oroville, California 95965 - APPLIQAT10 f AND PERI PUBLIC WOR Telephone: 916/53 -7 IIT PERMIT N0. / � g— v ASE OR PARC L NUM Ems• ZONINGpTl BUILDING PERMIT OWN - n �C ver TELEPH E SO. FT. OCC. BUILDING VALUATION Co tv OW E ' M LING RE S .� r CONT, A TOR' NAME ` HO CONTRAC OR'S MAI G AD R SS na L0 Qs�f Fireplace CON T UCTION LENDER UNKNOWN A Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARC IiTECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS (p (p / / 9 �S 0 r, Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL P Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeNJ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G JW I 10.00e TYPE OF WORK New F] Addition ReryigdeUtilitie)❑ Installation[] Other Describe work: Na t C2 l/,moi l/ l4 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �j IBJ I am licensed under provisions Of Chapt. 9, Div. 3 of the Buslnes$ ►"�' and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) F]I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLINGoCCU1.5i OR ADDNS. ACC. BLDGS. , 2/20Sq ft NEW CONSTR. ULTI.OUTLET2.SOea NON-RESID BRANCH CIRC ITS /POWER APPARATUS &) \SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES ALo aALO20 0 30 FIXED PR Ex. Occup. OUTLETS IRESID IEAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating ' to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue I against sat Count 'n consequence of the granting of this permit. X Date /_!�_�O Signature of Applicant Owner [IContractor X Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE / h TOTAL FEE $ b HAz cUA PARK SCHL _ FLJ PAR Ho. Iss uE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC PE T EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date —�3'�0 / �t ?`�� Receipt No. �s1By WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILD NG- ISION ; 7 COUNTY CENTER DRIVE - OROVILLE, CP' IFORNIA 95965 - TELEPHONE: 916/538x7541 PERMITIAP LICATION DATA SHEET - - Permit No. OWNER Uj {s'� 1n A. P. ` Proposed Building Use b Building Inspector Date &-, At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED —Ve 1. All items have been submitted . .................................... 2. Plot. plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including man ufacturer's'installation instructions....................................................... 10. Fees of $ ......................... 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: _(B) Parking: ...... 18. Improvements may be required. Contact.Land Development Section DPW 19. Driveway permit (construction approvPI required prior to occupancy) 20. Pre -Inspection for required ... Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ..... .......................... . 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date, Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_—naiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone _maII—counter by date 09,0 Plans checked by Date Plans approved by oDate Sets of plans on hold in File cabinet AP folder Copy—DPW N TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance JO),� Z 0 er Location AP# !i. i Plan Approved* for: Sewage Disposal Water Supply Hold final for: Final clearance O..K. for: Clearance for _ bedroom mobile home. NOTE * * * Sanitarian Water Supply _ Wate Supply Other %GA -i' Yd Date DATE: PLOT PLAN FOR PERMIT APPLICATION THROUGH R l 6UUNjy NORTHSTATE ALUMINUM, INC. 3029A Esplanade • Chico, California 95926 • Telephone: (916) 343-7956 (In Paradise: 872-4013) LOCATION ADDRESS: 66?, ,LS* IWI/tI L / A'Gl tLlf � PARCEL # 66,_`{2-033 OWNER: !'/AUL d sue sAtu tom. y - cosT OF X06: a715_ MAILING ADDRESS: ��t= IJORK TO BE PERFORMED: ZNS%AZC- F©� X "41' /-1,4-77U Coo # I I � ! ! I (�`� i i i ._!... • r { I # I; i . I I I : { I ! I I #I <d41 k b - i i e } # i I i I i� A/OokM SFATr l4-1 umm/ ,Vm I CUSii�McER ( P VL JAW YO� i 28� I NA+vG�4,Cr !ZM . L I I I I I I 19" FLOW. PEEL, � . 02,2 * UM-' �- O I ' 3" srl:z2 POST !N F0077AG ; . I I S-86" �. i i I , Gvrla2 � s i nE F��4 D . I �KrArG ; f��/y�/G o, I � •r^� I GVntn _� I E-�NGr�i/G RA« i i # 32-03 -! ; j3,Dgm SPAS/ - /I 0'r RE 1 oVjDR AA)Cr = 3 . Fo ov1 I POs,M - is, tocKs n1 sr Z 13'=Tom- I 3210 I I PR,NEL spAA), 8" F , . O2z I CONCA,-7- FooTi� ' - 3 zoO-3 .2 b" CUBE Pati 71 11 File No. BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldgs. & Grnds. Bldg. Insp. Admin. Design Engr. Bridge Engr. Constr. Engr. Surveys Mapping Transp. Land Dev. Drng. S.I. Sub. & Pcl. Maps Permits Addr. i LeMont S. and Ethel M. Stutts 1955 Stark Lane Paradise, CA 95969 RE: Building Violation 6699 Ishi Drive, Magalia fear Mr, and Mrs. Stutts: June 29, 1989 A.P. #: 66-42-33 .r a This is a warning letter to notify you that you are in violation of the Butte County Code at the above referenced location as follows: Repair of deck and construction of deck cover adjacent to mobile home Since permits and inspections are required for the above work, please contact this office within ten days of the date of this letter, submit.two complete se -Is of plans, apply for the required permits, and pay the appropriate'fees. All work must atop until these permits are issued and you are authorized by our field inspector to proceed. This field authorization cannot be made until the existing work is inspected and approved. Please be aware that Butte County has entered into a Code Enforcement -Program that seeks voluntary compliance with the Butte County Geode but provides an effective means of enforcement if such compliance is 'not obtained., If voluntary compliance is not obtained, enforcement will„fie pursued through the issuance of citations, fines, and the recording of a Notice of Violation. Your cooperation in resolving this matter would be appreciated. Should you.have any questions concerning this matter, please contact Jim Glander � or Bob Keith of this office. Yours very truly, William Chef f- (10, 1 sit ltd Director of Public Works S . y. �a�00 y� I J. F. Glander Chief Building Inspector JFG:laJ cc: Assessor ' Building Inspector : � a PERMIT NO. P E M 1320-74B ,`MWUTIL. PERMIT NO. PERMIT EXPIRES OWNER Arlene_ Boone t iCONTR. Owne r LOCATION (A.P. 66-42-33 ) 231 Ishi Dr., Lot 51, Ind. Mead.' � t 1 �,• 1 Temp. Power Pole Called PG&E _ Temp. Elec. Ser.v.. Called PG&E _ Temp. Gas Serv. _ Called PG&E JOB L5 FINALED (Signatu COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING SetbackL Firewall Soil Piping Forms Parapets ist Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically, handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing "% V Test Watar Htr Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CORRECTIONS ®o COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephonb: 534-4541 APPLICATION AND PERMIT 6 / authorize representatives of the County of Butte to enter upon the abovtioned property for inspection purposes. Date— Signature of Permiteefor Agent Receipt No. &/ W6 , White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOROF UBLIC WORKS / By Date- � 611ding permit expires Date ................5'..�.� S� BUILDING Owner �Qr /e SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor p n !— Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address h� d PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 / Each gas water heater or vent 1.50 / !, A. P. No. (� �O'' '9 '�� Zoning & Planning Gas piping system 1 - 5 outlets 1.5b Each additional outlet .30 Fe W S Rq'nlf ire Dept. FireZone Use Permit Building sewer 5.00 EOA Parking Parcel Plan Declaration Parcel Ma P 60' R/W Improvements P Lawn sprinkler system 2.00 Bldg. P ans Recd I Parcel Approval Pans Approval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family ❑ Duplex ❑ Mobil Home Others EL Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal(610 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 icense No. Classification Misc. wiring r� EL I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the abovtioned property for inspection purposes. Date— Signature of Permiteefor Agent Receipt No. &/ W6 , White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOROF UBLIC WORKS / By Date- � 611ding permit expires Date ................5'..�.� S� + 4 i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi Ile, California 95965 Telephone: 534-4541- APPLICATION 34-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. x Date Signature of oPPerrmmjitee9or Agent c % Re aint Nn / (/ l / 416 White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By �� ,rJ�.� ZDate J' — 7 __3 Building Permit Expires Date BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Fireplace Contractor 1 s Total Valuation Mailing Address ® ye S L41az Permit Fee Plan Checking Fee&/or Penalty SB Permit Fee $ $ Building Address' PLUMBING No. @ I FEE PERMIT FILING FEE $2.00 j,, 00 O moi/ 3 �' l!� �jul� Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 ,J—c 'o A41 Each gas water heater or vent 1.50 A. P. No. 9-3 — n ng Gas piping system 1 - 5 outlets 1.50 Each additional outlet50 Fire Zone Fire Dept. 0 nitation Planning Building sewer j 5.00 �0 Plans l� Fees W. C. R/W Encroachment Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ OTHER Permit Fee $ $ �S ELECTRICAL No.1 @ FEE PERMIT FILING FEE A433.00 1, W Main service incl. 1 meter Op Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) USE OF STRUCTURE Single Family ❑ Duplex ❑ Others14 Range, dryer or water heater 1.00 ` 60�19 Oven, Cook -top or space heater 1.00 Light fixtures 2 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of Californl',a Business & Professions Cod under the name style of: ;0Water Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump pump � Misc. wiring dam, j,�f- JC,0� License No.y_,:9__ 24 % Classification ❑ 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ 4W $ Da MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. reertify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Pn$trurnentationtrpn a anion $0.07/$1000 Evaluation $ TOTAL PERMIT PERMIT FEE I� $ lip authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. x Date Signature of oPPerrmmjitee9or Agent c % Re aint Nn / (/ l / 416 White-D.P.W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By �� ,rJ�.� ZDate J' — 7 __3 Building Permit Expires Date CHARLES E. HANCOCK 7020 SKYWAY PARADISE, CALIF. 95969 e� be as Re. a t° n . c syster� Nea��r SeQ�, Co � s l his set of plans and specifications MUST be kept on the job at all times and it is unlawful to make any changes or alterations on same without written permisson from the Department of Public Works, County of Butte. I BUTTE COUNTY BUILDING DEPARTME A APPQ0E ' ,111 utility connections shall be located within 4 ft. outside the rear third section of the mobile home on the left (road) .side of the mobile. - home. Aa— �T I ,.� r �.+- i _• �77 -�-` t-:-� .-,-! : -; � Tom- T .y.µ1-�'_.! -. - !� • _ � .._,_ _l- .1_ :-, ' , � 1. ` , { i ( ; t i 1-.T'.-�"'--'__t-`-'i-r-+ ` r I -..Y._. �_...+ ~ ..L� f... .f # T _ -• � - i -r i-!- t a--,--+-� --+-F L `-, _=.j.y� ..1 . —I_ 1_." _�._' i -_ _ _ --F ;_l t �. ,- _ ♦ - . . t. I.. + t --F. i_.-4—._ + 1 •--+- �Q/�, ",•vii --r .f _,'.. _ _..�j.._4 �'t•-.i- M-T+.F _L .f_.{ .1 ,,,.,_ ♦ -f'- - _-. _ . _ ._ •- - ._ -. _ .. _ , .___ •{1 +...1. --♦. .. , _ _ 111. - • ' ._ - ! 1 It M....�__-..."_T:._y__r�"!'-i--t-+—�-•r_f.'_^4'}__.r. ._�w- _. _, l -L-.. 1—_ • _ __ _.- !_, _ i _ `_ _._.•—+_._+...r.�_...i—+-.... r 1 1 F --- t , + raj f �_}�-�.f , + -1'-{_. � - L �. _# i ,- j _ l R , •. . _. 1 _t± + f -.- • _ r- • ' ._ f1 t ♦rr�r-r-+'+, F. rt, r ♦r -rte t4�11_� , _^ It�.. a � ,� .1 � �_-{�-, + � y � +.-� {-. -�..4� ' 1. r_i_----•-y_;_.L.-- . ..1_:- �I /��-.�.1 _S .t. _ _ 1_�- - i . r t r 1 t � 1 ♦ � 1 1 , , � 1 1 1, F {t .. �+ ♦ ..-'j-�--+ �--•- - � � aid{ =�., • - :: ;_ . 1 Thi Bldg �4k b' _.._a_ i@ H'67, c rife t t {-�j .�.._.y.-! •.1. 1 } t_ j ! 1 1 ♦ �I5l1-(• - i /'(lie - I r { + t i + {-•-• '�_ I -T i -i--. -� � _ IT t 7 , t - M� j � +iT � �I/� L 1.1. 1 -�,'_l —j— t # i "��iV lr •_.� j , i 601 _ _ ' 801 -i ` , 100, r `201" 01 N , I/iV'-�- LJ1 __./J �. _ - i_. L_ - - . a - ._ - - _! - . _1 Ll_� 1 --C.Q. I e Poet' pA rbO41N ,;rte p fides r T-77 T177. 71 • I • y A � 2 � -: j Tuo 2 , mr 31 1° I EC•Ch 'euPhOriT ' r � fhis set of plans and specifications _M_ UST `bc. kept on the job at all timss-a-nd it is unlawful fc C,iOTE:— All Materials & Workmanship Shall Be',."" e: ;in ., ma!;e any changes or alterations on same without Accordvnca with Recognized Good Practices :" and written:"permission frc+rl the Department of Pub- of a qua:!ry pr: sc., ' for the Specified use-in tha lic Works, o nto¢ Butte. Uniform Building Code, Uniforn ►CA� C,; `Y _ 1Plumbing Codes -ha.Nol EleGode, . : ••• �. "•`--'+•':1�,•• .yt,GFynw�vMrtN.A✓.. •.anwY�ranMn.v.+v:�.�. �r,Mas.n*et�+�,n,.,e.r+ttW,kNno.w - '-•r„, - ., •••- - .,....yyaysM•4e�- .�{j1�.R.- - Y .......,.p... :. =�:.. Hatp!WMMJ)A.:.:" �'.Aw ..�'�-. •.a ...: i1,.....___`�� ' S FOOTERS OF ALTERNATE MATERIALS. ALL STEEL FOUNDATION SYSTEM -1100 IV (PAN) AND 1100 IC V .(CONCRETE) INSTALLATION WITH APPROVED ABS OR TREATED WOOD FOOTERS SEE GENERAL NOTES,, SHEET 1 OF 2 FOR INSTALLATION OF ALL STEEL FOUNDATION BRACE SYSTEMS GENERAL NOTES CONTINUED: • See General Notes, Sheet 1 of 2, for installation of the All Steel Foundation Brace Systems. Tiedowns with strap and anchor are required on single segion houses and homes with special design criteria only when ABS or Treated Wood Footers are ufiilllzed. Strap and anchor shall have a working load capacity of 3150 lbs with a minimum uttimate'capao- ity of 4725 lbs. Strap shall meet ASTM D3953-91. Strap and anchor shall be installed in accordance with equipment manufactur- er's instructions. Approved ABS Footer or treated wood Floor Joist TABLE 2 ccO B,D A,B,C,D,E NUMBER OF FOUNDATION BRACE SYSTEMS AND/OR TIEDOWNS REQUIRED WIND & SEISMIC ZONE 4 , \7M;AJN Page -Sheet: 212 - Rev. 1 Dated February 7. 20C O c FOUNDATION BRACE MODEL 1100 1 W or IC N' TIEDOWN/ANCHOR REQUIRED 3 2 BRACES(A) 3 BRA_C=B)- 19—RACESlC) 3 ANCHORS o` dl HOUSE LENGTH CN ,Z Max 12 UP TO 56' 57' TO 76' - UP TO 72' 73' TO 76' 14' Approved pier stand or - 16' B'xl 6' CMU pier UP TO 76" - 24'UP C c m E NONE REQ. C m E � o top of 7d!ng soil NONE REQ. 32' UP TO 48' 49' TO 72' 73' TO 76' Approved ABS Footer or treated wood When Tie Downs are required, placement is as follows: Single Wide homes require a minimum of 3 anchors per side, two (2) of those anchors located not more than 2 feet from each end. Any additional anchors (as specified by Table 2) are to be spaced evenly along each side. PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS 8' O.C. MAX z MAX TYP: OPTIONAL SKIRTING & BASE a - STRAP & ANCHOR TIE -DOWN TYPICAL (TYP). WHEN REQUIRED BY TABLE 2 ALL STEEL FOUNDATION BRACE MODEL 11001'V or 1109IC 'V' PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS 8' O.C. MAX oQRofISS/o � f N 5070 AR312M 9j Crvi\.• 2 MAX TW B, D C,E,D A,B,C,D,E � ora i�LEM M� :Z t" to I A,B,C,D,E C,E,D W MAX MATING LIIJE PIERS PER HOUSE MANUFACTURER INSTALLATION INSTRUCTION OLIVER TECHNOLOGIES, INC.- 1-800-284-7437 NC:1-800-284-7437 fax: 931-796-8811 www.olivertechnologies.com CA -3 ALL STEEL FOUNDATION SYSTEM MODEL '1100 ICV M.H. PERMANENT FOUNnATION SYSTEM 2' MAX TYP.- TABLE 2 B,D A,B,C,D,E NUMBER OF FOUNDATION BRACE SYSTEMS AND/OR TIEDOWNS REQUIRED WIND & SEISMIC ZONE 4 70 B WIND AREAS (151PSF) Page -Sheet: 212 - Rev. 1 Dated February 7. 20C _ E FOUNDATION BRACE MODEL 1100 1 W or IC N' TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE 2 BRACES(A) 3 BRA_C=B)- 19—RACESlC) 3 ANCHORS 4 ANCHORS WIDTH HOUSE LENGTH HOUSE LENGTH 12 UP TO 56' 57' TO 76' - UP TO 72' 73' TO 76' 14' UP TO 56' 57' TO 76' - UP TO 76' - 16' UP TO 54' 54' TO 76' - UP TO 76" - 24'UP TO 50' 51' TO 76' - NONE REQ. NONE REQ. 28' UP TO 50' 51' TO 74' 73' TO 76' NONE REQ. NONE REQ. 32' UP TO 48' 49' TO 72' 73' TO 76' NONE REQ. NONE REQ. 337048' - UP TO 62' 63' TO 76' NONE REQ. NONE REQ. 80 B & 70 C WIND AREAS (20PSF) APPLICABLE STATE LAWS AND REGULATIONS FOUNDATION BRACE MODEL 1100 1 W" or IC N' TIEDOWN/ANCHOR REQUIRED PER SIDE OF HOUSE B 2 RACE3SfA) BRACES(B) 4 BRACES(C/ 5 BRACES(D) 4 ANCHORS 5 ANCHORS WIDTH HOUSE LENGTH HOUSE LENGTH 12' UP TO 42' 43' TO 64' 65' TO 76' UP TO 66' 67' TO 76' 14' UP TO 42' 43' TO 62' 63' TO 76' UP TO 66' 67' TO 76' 16' UP TO 40' 41' TO 62' 63' TO 76' - UP TO 68' 69' TO 76' 24' UP TO 38' 39' TO 58' 58' TO 76' - NONE REQ. NONE REQ. 28' UP TO 36' 37' TO 56' 56'70 74' 75'& 76' NONE REQ. NONE REQ. 32' UP TO 36' 37' TO 54' S5' TO 72' - 73' TO 76' NONE REQ. NONE REQ. 337048' - - UP TO 64' 73' TO 76' NONE REQ. NONE REQ. When Tie Downs are required, placement is as follows: Single Wide homes require a minimum of 3 anchors per side, two (2) of those anchors located not more than 2 feet from each end. Any additional anchors (as specified by Table 2) are to be spaced evenly along each side. PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS 8' O.C. MAX z MAX TYP: OPTIONAL SKIRTING & BASE a - STRAP & ANCHOR TIE -DOWN TYPICAL (TYP). WHEN REQUIRED BY TABLE 2 ALL STEEL FOUNDATION BRACE MODEL 11001'V or 1109IC 'V' PIER ON FOOTER PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS 8' O.C. MAX oQRofISS/o � f N 5070 AR312M 9j Crvi\.• 2 MAX TW B, D C,E,D A,B,C,D,E � ora i�LEM M� :Z t" to I A,B,C,D,E C,E,D W MAX MATING LIIJE PIERS PER HOUSE MANUFACTURER INSTALLATION INSTRUCTION OLIVER TECHNOLOGIES, INC.- 1-800-284-7437 NC:1-800-284-7437 fax: 931-796-8811 www.olivertechnologies.com CA -3 ALL STEEL FOUNDATION SYSTEM MODEL '1100 ICV M.H. PERMANENT FOUNnATION SYSTEM 2' MAX TYP.- B,D A,B,C,D,E Date: November 12, 2003 — Scale: None C,E,D TYP. PIER & FOOTER, OPTIONAL SKIRTING & BASE - - -- -- -- - ------- --------i Page -Sheet: 212 - Rev. 1 Dated February 7. 20C _ E IItANUFACTUREDHOME/MOBIIEHOMS FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECnON 18351 APPROVED :x :< SUBJECT TO CORRECTIONS NOTED .El MATING UNE PIERS PER HOUSE MANUFACTURER INSTALLATION INSTRUCTIONS APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF J ;Q z APPLICABLE STATE LAWS AND REGULATIONS State of California �m WDeparbuad of Housing and Corunlanity Development -- --E I— T ----------- _ _ --- - ----------------- A,B,C,D,E C,E,D gy ON FCOD AND3TANDARDS ATE 76' MAX ! (, n _ % 7 T t f Plan Approval a) If eave length exceeds 1T to 24': Use one additional Transverse System (noted on drawing by T) b) Exposure C in windzones 75 NUMBER OF FOUNDATION BRACE SYSTEMS ALL CONCRETE & 80: Use two (2) additional full systems (from 80 Mph table) noted on drawing by E, and additional two (2) anchors per side on ALTER- It 30" to 40' INTRODUCTION 36" to 48' FOOTERS following conditions occur - STOP! Contact Oliver Technologies at 1-800-2847437 for further instruction: 70 B WIND AREAS The All Steel Foundation 1100 'V' series is designed for both dirt and concrete foundation applications. Where noted the 'ICV' indi- CALL OUT NAME PART NO. MATERIAL oz les concrete wet or dry transverse (D) and longitudinal brackets (J,) and the 'IV refers to the steel pan dirt setThese drawings B GROUND PAN 1100 -1A -G ASTM #A36 FINISH . show foundations details which are applicable to HUD code houses and California HCD code manufactured homes or mobile homes C CONCRETE BASE CONCRETE S1' TO 76' 28' UP TO 50' 51' TO 74' 73' TO 76' 32' UP TO 48' 49' TO 72' 73' TO 76' ASTM A123 -89A OR A929/A929M-96 only. The foundation plan shown is general and is to be adjusted to meet the specific house being installed design drawings D GROUND PAN TRANSVERSE CONNECTOR U BRACKET 1100-3-G ASTM #A36 Second pier from end, all four sides. -These are supplemental to the home installation manual. Refer to the installation manual for mating line and main rail pier locations and D(W) CONCRETE WET SET TRANSVERSE ANCHOR U BRACKET 1100-W-TACA ASTM #A-36 ASTM A123 -89A OR A929/A929M-96 RUST RESISTANT BLACK for specific support and anchoring requirernents for special architectural features. Pier spacings shall be based on soil conditions D(O) CONCRETE DRY SET TRANSVERSE CONNECTOR U BRACKET 1100-D-TACA ASTM #A-36 PAINT RUST RESISTANT BLACK PAINT and roof loads for the site. This system meets the requirements of California Code of Regulations. Title 25, Chapter 2, Article 7, E v' BRACE 1 1/2' SO. TUBE 20' LONG 'V' 1.50-20-P ASTM #A513 RUST RESISTANT BLACK PAINT Section 1336.3(a) and California Health and Safety Code 18613.4. concrete use the 1100 dry set J(D) bracket The 1100 dry set J(D) bracket is attached to the concrete using 2 112" x 3' concrete wed a g O 9 BRACE 1 112' SO. TUBE 28' LONG 'V' 1.50-28-P ASTM #A513 RUST RESISTANT BLACK PAINT GENERAL NOTES 1 -All work shall conform to the requirements of this design and of the building code adopted b the en having q g 9 Pt agency depth of 3'. Make sure all dust and concrete is blown out of the holes. Place wedge bolts into drilled holes, then place 1100 J(D) Ixaclk- BRACE 1 1/2' SQ. TUBE 39' LONG 'M BRACE 1 112' SO. TUBE 44' LONG 'V' 1.50-39-P 1.50-44-P ASTM #A513 ASTM #A513 RUST RESISTANT BLACK PAINT RUST RESISTANT Y jurisdiction. 91 2 -The "V" brace of the All Steel Foundation System has an approved design load as a pier of 4000 lbs. Support piers other than "V" F BRACE 1 1/Y SO. TUBE 54' LONG N" BRACE I -BEAM CONNECTOR 1.50-54-P ASTM #A513 BLACK PAINT RUST RESISTANT BLACK PAINT the brace shall be in accordance with the home manufacturer's installation instructions and shall be approved designs of CMU or steel support stands. H TELES. TRANSVERSE ARM 1 112' SQ. TUBE 60" LONG 1100.10-P 1.50-60-P ASTM #A36 ASTM #A513 RUST RESISTANT BLACK PAINT 3. Design Criteria: - Wind Pressures - 70 Mph(15pso and 80 Mph (20 psf) Exposure B and 70 Mph Exposure C TELES. TRANSVERSE ARM 1 1l2' SQ. TUBE 72" LONG TELES. TRANSVERSE ARM 1 114' SQ. TUBE 60' LONG 1.50-72-P 1.25-60-P ASTM #A513 RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT Roof Live Loads - 20 psf min. per house design TELES. TRANSVERSE ARM 1 1/4' SQ- TUBE 72' LONG 1.25-72-P ASTM #A513 ASTM #A513 RUST RESISTANT BLACK PAINT Seismic Zone- 4 1 TRANSVERSE ARM 1 -BEAM CONNECTOR 2 PIECES 1100-9-P ASTM #A36 RUST RESISTANT BLACK PAINT Roof Pitch- 6:12 Max. SideWall Height- 102' Max. J J(W) 'V' PAN BRACKET CONCRETE WET 'V- ANCHOR BRACKET 1100-11-G ASTM #A36 RUST RESISTANT BLACK PAINT ASTM Al 23-89A OR A929/A929M-96 4.Deternine the appropriate design wind pressure for this site (70 Mph or 80 Mph). Enter the applicable section of Table 1 or Table J(D) CONCRETE DRY 'V' CONNECTOR BRACKET 1100-W-CPCA 1100•D-CPCA ASTM #A-36 ASTM #A-36 RUST RESISTANT BLACK PAINT RUST RESISTANT BLACK PAINT 2 (page 2) to determine the number of All Steel Foundation Brace Systems required. SPECIAL CIRCUMSTANCES: TABLE a) If eave length exceeds 1T to 24': Use one additional Transverse System (noted on drawing by T) b) Exposure C in windzones 75 NUMBER OF FOUNDATION BRACE SYSTEMS ALL CONCRETE & 80: Use two (2) additional full systems (from 80 Mph table) noted on drawing by E, and additional two (2) anchors per side on ALTER- REQUIRED WIND & SEISMIC ZONE 4 30" to 40' NATE FOOTER single section homes. If the 36" to 48' FOOTERS following conditions occur - STOP! Contact Oliver Technologies at 1-800-2847437 for further instruction: 70 B WIND AREAS a) System height exceeds 48' (System height can not exceed 36' on I-beam widths less than 86") b) Roof eaves exceed 24' c) Sidewall (height 102' d) Rauf Plc FOUND2 B ON BRACEMODEL 0 1 C"V" or 1100 IV OR RUNNERS exceed h greater ff= 6x12 4 BRACESC 3 BRACESGTH ( ) HOUSE e) Location is within 15M feet of coast ire n Fooling to surface area exceeds 3 square feet g) Sal conditions less than 4B fl main rag spacing WIDTH LEN exceeds 102 INSTALLATION OF GROUND PAN (-IV') 12' UP TO 56' 57' TO 76' 14' UP TO 56' 57' TO 76' System Placement' A Second ler from ) p 1. Remove weeds and debris in an a approximate three foot square to expose firm, level undisturbed sol or controlled fill for each ground 16' UP TO 54' S4' TO 76' 24' UP TO 50' end at opposite opposing sides. 8 9 ) par (B) " 2. Place ground pan (B) centered directly belew chassis I-beam. Press or drive pan firmly into soil unfit flush with or below soil surface S1' TO 76' 28' UP TO 50' 51' TO 74' 73' TO 76' 32' UP TO 48' 49' TO 72' 73' TO 76' Same as 'A', add third system placed at INSTALLA71ON USIrunnerG CONCRETE RUNNER I FOOTER f'ICV'1 33'TO 48' - UP TO 62' 63' TO 76' center pier, outside rail, either Side. C ) The concrete footer, runner or slab may be any shape that has the minimum of 2900 cu.in- with a minimum depth of 3 1/Y (dry set) or Second pier from end, all four sides. 6' (wet set), at the system location, and the surface of the footing must be large enough to support the pier load and allow at least 4" from the concrete bolt to the edge of the concrete (example:.22' X 22' X 6)The concrete shall be 80 B $ 70 C WIND AREAS FOUNDATION BRACE MODEL 1100 1 C"V" Repeat 'C, place 5th system at center minimum 2500 psi mix (pre -blended sacked concrete limn is acceptable) . Special inspection of the anchor installations is not required. When installed on runners or full slab, and or 1100 IV 2 BRACES(A) 3 BRACES(B) 4 BRACES C) 5 BRACE(D) p ter, outside rail, either side. adjoining piers are permanently fixed, no diagonal frame anchors are needed on single section homes, if the 1100 ITC transverse WIDTH HOUSE LENGTH system, (O bracket only) is to be installed without using the .1100 ILC longitudinal system (J bracket,) it MUST be installed within 18' of a 12 3' UP TO 42' 4TO 64' 65' TO 76' pier. 14' UP TO 42' 43' TO 62' 63' TO 76' LONGITUDINAL-* When using the 1100 wet eat trot bracket simply install the bracket in runnerHooter OR When installing II- cured 16' UP TO 40' 41' TO 62' 63' TO 76,- SEE TABLE 2 concrete use the 1100 dry set J(D) bracket The 1100 dry set J(D) bracket is attached to the concrete using 2 112" x 3' concrete wed a g O 9 �� UP TO 38' 39' TO 58' S8' TO 78' - bolts. Place the bracket in desired location. Mark bolt hole locations, then using a 112' d -tam. mason masonry bit drill a hole to a minimum 28' UP TO 36' 37' TO 56' 56' TO 74' 75' & 76' 32' UP TO 36• 3r To 54' 55-1`0 FOR FOOTERS OF depth of 3'. Make sure all dust and concrete is blown out of the holes. Place wedge bolts into drilled holes, then place 1100 J(D) Ixaclk- 72' .73' TO 7E.' 33'70 s8' - UP TO 64' 73' et onto wedge bolts and start wedge bolt nuts. Take a hammer and lightly drive the wedge bolts down by hitting the nut (making sure TO 7G' ALTERNATE MATERIALS not w hit the top of threads on bolt). The sleeve of concrete wedge bolt needs to be at or below the too of concrete Clete by tlght ening huts. Complete PIER ON CONCRETE FOOTER @ S' 6. O -C. MAX LATERAL- (a) For wet set installation set the transverse'anchor bracket D(W) into runnedfooter at desired location.(b) For dry set instal- lation the dry set bracket D(D) is attached to the concrete using (2) 112' x 3" concrete wedge bolts. Mark bolt We locations, then using 2' MAX TYP. a 112' diam. masonry bit, drill holes to a minimum depth of 3". Make sure all dust and concrete is blown out of the holes. Place wedge �`-I} bolts into drilled holes Attach transverse con%nector bracket DID). If needed, take a hammer and lightly drive the wedge bolts down by I I OPTIONAL SKIRT1f:G & BASE hitting the nut (making sure not to hit the top of threads on bolt.) Complete by tightening nuts. 1 SPECIAL NOTE C,E,D B, D A, B,C, D, E The longttudinal-V' brace system serves as a pier under the home and should be loaded as any other pier. It is reg- ___ ____ ommended that after leveling piers, and one-quarter (114') to one-half inch (1/2') before home is lowered completely on to ,piers, com, _____ ' f - plate hems 1 through 5 below. INSTALLATION OF LONGITUDINAL 'N" BRACE SYSTEM X¢ k 1. Select the correct square tube brace (E) length for set - up (pier) height at support location. g #YR PIER 8 FOOTER PIER HEIGHT 1.50' m (Approx. 40 - 60 degrees Max) Tube Length Pier Height = . the dimension from the top of pan/foundation to the bottom of I-beam 2. Install both of the 1.5o 14' to 19' 20' 18'to 25' 28' 24' to 35' 39' 30" to 40' 44' 36" to 48' S4' a) Installation of the longitudinal system efoninetes the need for Io n- giludinal anchors. . b) Installation of the transverse system eimnates the need for diag- onal frame ties, and stabilizer plates. c) Ai other home manufacturer's instructions for installation of stabilidng devices must be followed, including installation of sidewall square tubes (E) into the 'U" bracket (J), insert carriage tie-down anchors, shear wall or cerder�ne fie -down anchors.iage bolt and leave nut d) If the home manufacturer's installation instructions are not avail- able, for final adjustment. able, the home must be installed in accordance with any state prom - 3. Place I-beam connector (F) loosely on the bottom flange of the I-beam. ulgated rules, or as required by the authority having jurisdiction. 4. Attach the selected 1.5" tubes (E) to the I-beam connectors (F) and fasten loosely with bolts and nuts. Note: The footer must be level in both directions to ensure the angle markings on the centerpoint connector are correct from the hormontat plane of the footer. The angle is not to exceed 60 degrees and not less than 40 degrees. The V bracket (J) is stamped with the angles toverity correct degree. Use proper length tube or cut and drill tube to achieve proper length (The tube may be cut using any appropriate steel aAting method such as steel saw, rotting torch, etc New holes must be drilled to the dimension, and at the location as shown for part E) S. Using standard hand tools, tighten all nuts and bolts. When Connecting the trace tube to the I-beam connector bracket (F) tighten at least one and a half to two full turns past hand tight. INSTALLATION OF LATERAL TELESCOPING TRANSVERSE ARM SYSTEM 6. Select the correct square tube brace (H) length for set-up lateral transverse at support location. The 60" length is standard, (With the, 1.50' tube as the bottom tube, and the 1.25' tube as the inserted tube.) The 72' tube is used on extended frame widths greater that 99.5' 7. Install the 1.50 transverse brace (H) to the footer/ground pan connector (D) with bolt and nut. 8. Slide 125" transverse brace into the 1.50' brace and attach to adjacent I-beam connector ( I ) with bolt and nut. 9. Secure 1.50' transverse arm to 1.25' transverse arm using four (4) 1/4' - 14 x 3/4' seff-tapping screws in pre -drilled pilot holes. F7oiirJoisll Sm i I _ MAIN tiAll.S 2 Max y m '. . ( - -- Approved pier stand or m 1 Weld Boll or T 8'x16' CMU pier Clamp Her to// 7 er Clamp or anchor pifc- 02; Ec x Main Beam/ footer. Typ_ 1 1 � E \ top of surrounding soil 6' min conuete+_T77 i, ,T- - I footing, or 3.5' r _ .�`� w •}C min for runner I _ - Approved pier stand or zrxarmuh. B'xl6'CMU pier 'Concrete Footing E- A,B,C,D,E C,E,D L 76' MAX WHEN REQUIRED BY TABLE 1 -® ;AU_ STEEL FOUNDATION BRACE MODEL 1100 IC PIER ON CONCRETE FOOTER @ 5' 6" O.C. MAX 2' MAX TYP --- A B C D E IC,E,D TYR PIER & FOOTER BD OPTIONAL SKIRTING & BASE a UK"?*UNE PERS PER "OUSE WIMIFACTURER INSTNW10N INMUCrom.- E T A,B,C,D,E C,E,D 76' MAX ■i I - Transverse arm I-beam connector a C-0 `3 .Z z , 5070 _ 1MR E GF�t```` MULn,SEcnoN 3J• TO 4e• W O U M (3i .n nL .cc MUMS Lu mt :'V' brace I-beam connectors `-, BUTTLe COMMENT p!ln SEE INSTALLATION CARRIAGE BOLT & HEX NUT. Z I REQUIRED -� P CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED 1 % CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED SELF TAPPING SCREWS, 1/4'414x3/4', 4 REQUIRED SELF TAPPING SCREWS, 1/4'414x3/4", 4 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2.2 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 2 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED CARRIAGE BOLT & HEX NUT, GRADE 2, 1 REQUIRED - Transverse arts Top (1.25') bottom (1.5' ) D -Pan transverse connector or D(W) OR DID) concrete trangderse connector C -Concrete Basor ��J_ V bracket o\ B- Ground Pan J(W) or J(D) - E -'V' Brace Concrete V Bracket Tube (1.5') OL 1IVER8TE s HNOLOGIES, INC. www.olivertechnoiogies.com CA -3 ALL STEEL FOUNDATION SYSTEM MODEL 1100 ICV & 1100 IV M.H. PERMANENT FOUNDA- TION SYSTEM i1 Date: November 12, 2003 -- Scale: None o PageSheet: 1/2 - Rev. 1 Dated February 7. 2007 MANUFACTURED AOMIE/NIOBIM HOME FOUMA7ION SYSTEM BBALTH AND SAFETY CODE. SHcrm lust APPROVED sUB=r 7 O OORREM0M NOTBD OMISSIONS OR DEVIATION FROM REQUIR mwM OF APPLICABLE S7A7E LAWS AND REGULATWNS Stmft Of C "brala Depmtinent of Housing and Canumaty Davetopmeet AND NO._4 4 / _ PIan Approval Exph SITE PLAN .... ___ ___ ._.............._ . __ .. .__ .... __ ..:._ __ .._ __._ _ _..... _ ..._ _ .__ __._ .._ .. __. _-.___ .. _- _.._ ._ .... __..._ .. .. _.----- .. ._ ..._ .. _____ _______-_v.____.. .._ .. _ .. __ .. ......................... _ ._ ..... �- ;.... _ _ __ . - .. _. _ _ ... . .......:....... .... :.. «._. __:__ ......: _.. _ _. ._ __ ... .. __ .. _... - -. - _....._ .._. _.............. _ . _.....___ _. _. _ __. _ ._ . -.. _. ..._ _ .. -• __ .... _ .... - •.._ ._ .......... -.............. . ... .._.... �y .. ._. _. _ •• _. ...... _. .. __ .. --- _ « ........._..i.....:�.....:......:..... ............ .. ....f- _• . "I "I : ...... L .... . _ .. ..... ..... ..... :�__ ..... Y. - -_ — - -- --_. .. .. .. .s _ ..... X - _ - - ................ -- -- -- .. .. __.................... .. - : f. ... ...... .. .. .. .. A$SESSOes Parcel Owner Name Address / Phor Site Location Contact: Name .. ..... .. _ _ ._ .. .. �... .. ._ _.. ._ _.. i .. •I .._ .. ............ ._ .. ........... - -.....-.. .. -• -- ••• ._ .. .. .. -- - _ .. .. .. . . . . . . . . . . . . . ,. _ — —— _ � •-. .. _ . .. .. _ .. ._ .. _ ._ .. .. __ .. ._ .. .. ._ s - .............. .. ........... _. ............ __ ............. .. .. ... .. .. .. ............................._ ... ........�� '� • 1 - ... ......._ _ .. _. _ .. ... ...... ...... .. ...... .. .. .- _.............. _. .. ..... ..... .. .. __ ._ .. __ .. .. _. • a ... !.. _ .. ............. .. ------ .. .. .... ..... .. _.. _. _.. . . . . . . . . . . . . . . . . . . . . . . . . ..... _..... ..... - ..... «..... ...... _..... «----- .. .• - .. .. ... _.. _ - -.. - - ..-- - -------. _ t -. .. _. .. ... .. ._ .. .. ............. .. __ .. _ ... .. .. ........... .. .. .. .. .. .. .. _ .. .. .. .. ._ -' _ _ ............ .. .. .. ............ .. ............. ...... .. ... .. .. .. .. .. .. ._ .. _ ... .. .. .. .. .. co .... .. .. .. .. _ .. .. .. .. .. .. .. ... .. .. .. _ _. .. _ _ .. _. _ _. .. .. ._ _ _ .. .. .. ._ .. _. .. _ .. ._ .. .. ._ .. .. BLA �O .1 ............ ...... .:.. ..i.................................... .. .. .. .. ..... ...... ._ ............................. APP a p `ypt � • Li' r ...._......._..._._...........__....«..._......._....._.•........._.....__._.......-_.............. _..... _........... _........... —..... _..__......._..... ............ ................... —----- ............ ___............_..... _.........._._ ..... _..... ...... _..... ------ ...... .......1 M 23 FOR OFFICE USE .ONLY Zoning: General Plan ®esig: Size, Ams 4.0(r PROVIDE FOR ALL - ADJAOENT PARCELS SIZE (AC): ZONING: -GEN PLAN: USES: Cd` SEE ROTE \- 1 -SEE !\O[E 2, SEE NOZE \. � /_ SEE NOTE 2. -1"OR \O" I BEAM_ 40F 111' SO\tS EXCEPT IF POS[ \S 11-41Z\'1\\i 4OF'/4 60\[S OF END OF SS RUCT URE ON\--\ 2 SOLZS A4E !� REgU\REO - 11- IT OA\UM.POSt RS" -v 9Q. \oCKSEAM IT-- -- POST , IT -- UI a"x4" POST CONNECTOR I OR 3` LOCKSEAM POST \LASER: AOR CON!\EC[OR. II I a"10 GA•POST OR I I Q_•j 20F 31g'SO\TS. 4" Sq. POST- I I I II I 3`OR 4" `?,ENVY Icri OU[`( POST F\MAGE I I , Y\\T- I 1 L = = J -1 " \O" Z '%E AM CONN _ TO 31 �OCKSEPM OR 3"x t7,_\_S I\. POST 6 OF `Il 80\75 FOR - - - 1" OR \O" I FSE AM 4 O t- SO\[S FOR (IN TH\S CASE Owl ®T O CENTER N I I O -r0 ONE �2S'(e0(p\[(1 OF \O"CORON EACH SMIL OF SEAM. FOR l" i' OR C FSE AM S• MA`16E USED, WHERE THREE OR MORE EqU A\ SPANS NRZ USED [R\S SP\\CE MA`( 6E. USED A[ ANY PO\N[ \N[HE \N, \OR 6P ANS. W\\EN SO USED IT \S EQ\3\VA\ENT TO SPC\CE `ES' O[NER\OCATE W Z\\\\A 6'-O" AN 1N[ER\O0. POS\ _ MAX.KX. O ONE SP\\CE PER SPAN,, A\ZERNA'4E SV kll\% S\\w\�'V' NO SP\\CE • \O' T. SEAM WIND LOAD TABLE WIND VELOCITY, MPH r i FASC\A C\\P � '7- OF LF10 B B 8 C {{I ` S.M. SCREW S ®PANE\ C eM { EDGE WIND LOAD, PSF PATIO COVE2,12'-O" HIGI,UPUFT INSTALL THE SEE NOTE I. SES NOTE 2_ 20' ONE FARTHEST 9.7T 11.25 -I.T - )) )) HOk--IZONTAL FROM THE FASC\A F125T• 13 IT 10 - SEE'NO[EX\-�, `Np[E 2. [\V\N-VEE PANE\ OR 5" 14.3 17.6 18.7 1.2 [W\N-VEE EX•\RUOEO OR (o l't R.F. FASC\A_ F\A� PANE\ _ ------ PANE\) OR 6� / \\�• �, F\A[ PANEC- / (RON-S\RUC URA\i :9.0 23.5 25.0 1.6 PANEL CO':RECTIOl 19.1 ----- t ' \O S.M. SCREW S 3S.7 44.1 46.8 3,0 � TWO PE0. PANE\. q`x3'[J6E SEAM )1 suSPEHDEO TYPE HA4SECS 25.5 33.3 41.2 43.7 2.6 1 / 4 OF `/4" QO\[S. a5• i %FAM \023 2-`IIZ7 M4"SUPER KW\K-50\[S 1 I OR SEE NOTE 4 I\33 SUPER KW\K•@A\[ 3P \2S0 FOR CARDER FOO[\AGS EMSE) POS[ \N FIr- PER OE[A\\C`Y2S003 WHERE POS[ SUPPORTS FASC\A� I, 11 '1 wOF IHU[SS 3"xq"POST'_-I�-) CONNECTOR IIS I -'� 1111 1 '3SQ. I LI USE OE[A\ES ON 14 - - - - \OCKSENM POS[ OR 3"nq" A\UM. - - - - TI� `2 OF 3Ig %0\TS _ \a aI 2oF 9/0 SO\TS P`[. I it I 20' PO %N - 41lu I I 3' \OCKSEAM POST �U 22" CA4 \NSEFiT,o0. 3'x4` ++�i I 23 \o2\ POST CONNECTOR, ( 24" \\(p0 V\1 -C x(1`14 SA'Nt '\N\K•%OA_T NON - S�RUC�UR1�� _E„ I gEt�M�GONN•: - FASC1 Fi CONN . 4' X S" SE KN\ CO TO R i,7A �2QNA\'k ,\OCKSRZKMaP0S_N SEE ROTE \- 1 -SEE !\O[E 2, SEE NOZE \. � /_ SEE NOTE 2. -1"OR \O" I BEAM_ 40F 111' SO\tS EXCEPT IF POS[ \S 11-41Z\'1\\i 4OF'/4 60\[S OF END OF SS RUCT URE ON\--\ 2 SOLZS A4E !� REgU\REO - 11- IT OA\UM.POSt RS" -v 9Q. \oCKSEAM IT-- -- POST , IT -- UI a"x4" POST CONNECTOR I OR 3` LOCKSEAM POST \LASER: AOR CON!\EC[OR. II I a"10 GA•POST OR I I Q_•j 20F 31g'SO\TS. 4" Sq. POST- I I I II I 3`OR 4" `?,ENVY Icri OU[`( POST F\MAGE I I , Y\\T- I 1 L = = J -1 " \O" Z '%E AM CONN _ TO 31 �OCKSEPM OR 3"x t7,_\_S I\. POST 6 OF `Il 80\75 FOR - - - 1" OR \O" I FSE AM 4 O t- SO\[S FOR (IN TH\S CASE Owl ®T O CENTER N I I O -r0 ONE �2S'(e0(p\[(1 OF \O"CORON EACH SMIL OF SEAM. FOR l" i' OR C FSE AM S• MA`16E USED, WHERE THREE OR MORE EqU A\ SPANS NRZ USED [R\S SP\\CE MA`( 6E. USED A[ ANY PO\N[ \N[HE \N, \OR 6P ANS. W\\EN SO USED IT \S EQ\3\VA\ENT TO SPC\CE `ES' O[NER\OCATE W Z\\\\A 6'-O" AN 1N[ER\O0. POS\ _ MAX.KX. O ONE SP\\CE PER SPAN,, A\ZERNA'4E SV kll\% S\\w\�'V' NO SP\\CE • \O' T. SEAM WIND LOAD TABLE WIND VELOCITY, MPH -70 80 90 1 70 Cq EXPOSURE I B B 8 C QS* 13 17 2.1 13 C eM .1 .i . -7 1.2 I �I WIND LOAD, PSF PATIO COVE2,12'-O" HIGI,UPUFT l0 13 IS 10 - 20' 7.5 9.7T 11.25 -I.T - )) )) HOk--IZONTAL IO 13 IT 10 - 00mmC-ZCIAL., POSTS � FOOTIN�S,UPLIF 10.9 14.3 17.6 18.7 1.2 �I 3"Sq. \O GA• OR 15.T 19.1 90.3 1.3 )) BE.WS, FASCIAE,OUTV.AeO 14.6 :9.0 23.5 25.0 1.6 PANEL CO':RECTIOl 19.1 '25.0 SOA 32.8 'A. I » COPNEL' PA4GLS,UPLIFT 27.3 3S.7 44.1 46.8 3,0 » COR4CR P,ICL C4RRECTO05 31.5 41.G 51.9 54.6 3.5 )1 suSPEHDEO TYPE HA4SECS 25.5 33.3 41.2 43.7 2.6 J * E)(P. B HAS TEC':AIN WH,CH HAS C'UILDINGS, FO2EST OC SUQFACE 122EGULA2ITI ESr 20 FT O4 MORE IN HEIGHT COVERING AT LEAST SO %e r.1F THE AREA EXTENDING ONE MILE OR. MOQE FROM THE SITE. EXP C 15 THE MOST SEVECE ANO HAS TEQRAIN VJIJICIA t6 FLAT ANO GENERALLY OPEN, EXTENDING 'J1 MILE GQ M01Z6 2 OF `Ii FRO" THE SITE. BOLTS ?6 IS THE '•`/IND STAGNATION P9ZE56URE AT 4 HEIGHT OF 30 FT. Ce IS THE COMOINED HEIGHT, EXPOSUQE AND GUST FA.CTOe, CR. 1S THC PRESSURE COEFFICIENT FOR. A PAP.T1CULl,2 PORTION OF THE STRUCTURE, -1'\ & VC�' Z SEN VA CON -\\N . TO 3 SQ. \0 GP, _ OR V SQ • POST 3`I-1 i 20 "C a0", 1• i as , \b"C `1 Ao", ANO \O" 1 4FS' - _ 2" FOR t%EAMS VSEA BOF I,: eO\[S FOR SP\\CE ONEACH S\OE. ' l' 6 \O" SEA�J.S FO0. C SEAMS USE ONE 4 OF 310' 00\ o. C SPC\CE FOR9ENM- FULL STRENGTH SPLICE FOR 1 %FANS OR G SEAMS - SEE NOTE.\--) _SEE NO[E 2. a.G Z SEAM 3' \O GA. POST . I OR F\AT PANEL. C AP 3_r,\I Z BEAM CONN . SO SQ , \O GA . PO S7 GENEFZP.� NOES 1. E%TRA n \O S.M. SCREWS [RRU EACH PANE\ \NT ER\OCK A[ EACH %FAM \F REQU\REO ACCORD\NG [O A[T AGHMENT \ENGZ \i [A%\E E ON DWG. 3�-03-\. 2. tl 14 SECF OR\\\ S_M. SCREWS w\[ N °`I3 O.O. MET A\ 6ACKE0 NEOPRENE WASHERS, 2 PER PAN, FCR 2 BEAM S[AGGER so [\i AZ SCFEWS ACTERNN[E F\P.NGES OF i 3. FOR PA,R[S OE[A\\S SEE DWG -3200-\. SUES[\TUT\ON OF SEAMS SUPP\\EO 9`( PAR[\ES O[\,ER [\iAN PLUMMY. MA`( RESU\T \N WEAKEN\NCa OF [HE S[RUCTURE • 4, \N TRE CONNECT \O\J OF [!\E a`Iz Z%E AM [o [\iE 3" \OCKSEAM POST \ASERT Cl?, 3" x 4" A\\SM. POS\ CONNECTOR [\iE A - I/4" SO\TS 'ANX SE OM\[TEO \F [HE TEE OF'w"L \LASER[ OR CONNECTO[Z \S S\\O \N[O T\\E MAT\NG FART OF T\aE I BEAM AND [\\E F\AAyES OF [\-\E S\OZ ARE CR\MF EO �O 'TRAP�\iE WSEP.T OR CONMECZOR ANO T\\E QOST, SP AC\NGS ARE \\M\T EO �O 1q fe OF [HOSE [A0U\AT EO FOR T\iE 3'SQ. \OCKSEAM POST Ort OWG - 32 Off-\ ANO S,ryo OF [HOSE [ABU\txTE� FOR Z\iE 3' Sq, LOCKSEAM S[EE\ POST Or\OW G- 5203-\. \OOy OF SF AN MAl FSE USED FOR Tt\E 3"n4` [U9E POSZ ANO CONNEC[OR ON OW G.%203-2 `^'lo `Iq" BO\TS S. FOP. FooT\NG OE[A\\S SEE OwC.. 3200-3. SEE NO[E \. - \ /-SEE NOTE2• USE j- \OCK SEAM I POS[\NSERT FOR POS\. j' SQ. \OCY.SEAM POST , iI 3"x 4'• A\UM. POS[ 3" 10 GA- POS[ , OR -1" OR \O" C 6EAM CON\J _ TABLE FOOTING ANCHOR BOLTS FOR ATTACHED TYPES PER [CQO ES ER 2154 ANC\ -\OR 9O\[ PER SEE E 22 CN 2600.3.s FFCR A\ -TERN ACES. 1 KW\K-%Q\Ns T It _ �( 40F 9/a' BO\ -TS FOR I �I II� 3"SQ. COCKSM EP.OR II 20' II 3"n4" ACUM. POS[ - II1I 3B8 II� 40F'/2" 5O\ -7S FOR pL �I 3"Sq. \O GA• OR I 24 x.00 2- 11'7:' x2314' KW \K -90C[5 A 11�.1n u 2L' II 6 2'`I2k3`I4"SUPER\NN\Y.-SOL[S II II H2a a 28' A 2•`12'x4`14 SUPER KW\K-2O\[5 n \023 2-`IIZ7 M4"SUPER KW\K-50\[S USE j- \OCK SEAM I POS[\NSERT FOR POS\. j' SQ. \OCY.SEAM POST , iI 3"x 4'• A\UM. POS[ 3" 10 GA- POS[ , OR -1" OR \O" C 6EAM CON\J _ TABLE FOOTING ANCHOR BOLTS FOR ATTACHED TYPES PER [CQO ES ER 2154 ANC\ -\OR 9O\[ PER SEE E 22 CN 2600.3.s FFCR A\ -TERN ACES. FOOTING S\7IL(,Cwe,0 )LACHES FROM MAIN REQU\REO' •�P�\FT J PER ANC\AC R, BS. TA6\E KW\K-%Q\Ns '2 - '14' x 2" KW\K-90\TS IB' 24S 2 - 910' x 2`Iz Kw\K- 80\[S 20' aacl 2-318"x3'Iti KW\K-60\ZS 2\' 3B8 2• `Iz n 2'12 KW\K•eo\[5 2rL' 4�1 2 • `Iz' .,Z314 KW \K• 9o.7S 24 x.00 2- 11'7:' x2314' KW \K -90C[5 2S' 11�.1n 2-'12'x 4`12' KW\K-ROC[S 2L' l36 2'`I2k3`I4"SUPER\NN\Y.-SOL[S 2T' H2a 2-`I2'x4`I4'•SUPER Kw \K-90\SS 28' q2\ 2•`12'x4`14 SUPER KW\K-2O\[5 24' \023 2-`IIZ7 M4"SUPER KW\K-50\[S 30' I\33 SUPER KW\K•@A\[ 3P \2S0 FOR CARDER FOO[\AGS EMSE) POS[ \N FIr- PER OE[A\\C`Y2S003 \-`12'-n 2'li KW\K-SO\T Ib" 4v0 \-`li`x 2314' `AW\K-eo\T \a S16 \-`12"x314`SUPER KW\K-EALT 20' (pl\ \-`Iix4'14 SUPER KW\K-Oo.Z 22" CA4 \ `I2 x 4`Iq SUPEP. `Aw\r,-T 23 \o2\ \-`ILxSl4 SUPERKW\K-%O.T 24" \\(p0 V\1 -C x(1`14 SA'Nt '\N\K•%OA_T 2T" \loR'Z \-914'x9 KW \K -60\Z 20 \b 2 \- \" xle`1't SUP ER KW\K-ExC�[ 29• 2041 \-\"x(c'li SUPER Kw\K-Bn.Z 30' 22L -(o \- V" uli SUPER Kw\K-%C\•\ 3\" 2500 \- \'x lo'Ii' SUPER Kw\KBOC[ 32" 2150 1-Fx B'Ii SUPER K\v\K-EO\[ 33" 30\l1 \-\"x B Ii SUPER Kw\K-FO\T I34 320\6 \-\"x 10`Fi'SUPER KW \K -SOC[ 35', 36, 31" 35°\5,3915, 4iS0 FOP LARGER FOOT\NGS EM6E0 POST IN FOOTING PER ON 3200-3. SEE ICBO EVALUATION SERVICE, INC. EVALUATION REPORT-.,,2q-Z8P From the office o1:\ `$" ROBERT W. HAUSSLER BEAM CONNEEkTlON,•;,ETA LS Ple REGISTERED STRUCTURAL ENGINEER W..my AI.sFy Arirony NA.nvy Glilornu, ....... ill. Ma ll d. Ml el Cclumh, FIolN., Mhm IllW- a. Nm, loui,i.n., Mine, M.rylrnE, M.sv- ff. W IA H.1thn, Missouri, Ohio Ok New R.Fpshire, New hrxf, Nen .p., N Tor, N000 Groliny p,i 011ehom., Ogen, Tory YnmanL Yupnu, P.O. BOXY6 eosin EM LETT. � BALDING SPEC,I I��`[IF, .S'IDI\.• ISG01� P.O. BOX 669 TEMPLETON CA. 93469 605-239-3269 y J1D InVxlion d .up MI;0n re not included ane...-ilil.IlY iOwX\ !T •BCV�E UIT[, iE�.A! T• 1-1-10 W M the client. Tnla plan .heel I. the 1propeM of the _ en !! anlineer and m.m rwl he copied. or o fed enfirelY or in uw,Ir u h, comp.ny no od in mi. ml, blmk R� "pi.. a ye;: ;ri : ery� 10_ 26-77 -Vy.• n..e e� a p3 2wo 0 -4 d,mn. • • y LI AB.�V FASCIA CC\P c.20F •'10 FASO\4 CC\P 1CF \=\O FOR ADJUSTABLC VAVGING RAIL) '+IB CAG XREWH 14"O.C.. EACH \ACS ��ao\STE'ra t S.M. SCREWS eFANEC SEEND[E `q, FASO\ACC\P 20F P`10 S.M. SCREW S@. \O S.M. SCR- FAX\ACC\O %,2oF •IO EAICLASeo TYPES SNOLL HPVE TO PENE[RAZE ENO CF RACTER M�N- �OOC FASCIA ROLLFORMEO PANE\EDGE CAPG. S.M, SCREWS CAV\K ON6 '•8 FOC 0_1 3'-0^ ov FREBORE \O"/. D\A.- USE S['D. CVS Ma 916! 'R EDGE \APS. SEE S-M.SCREW6 L4 i•'O.G. OR BOARD, • p`._rI10I[6310uL' NO[E 1S. v FAX\A OR PANE\ EDGE CAPS- SEE ND[E F. V� BOLT H PANEC EDGE L �S. UROJECTION, FaASHING.OPCION\\. wASNER UNDER NERD Ii E C\OSED D EY.TRUdEO SEE NO[E\S- SEF NO[EtR, WAC\ PRO]EC\\ON.,\O S.M, •• 4 FASCIA. 1 "oC SEE 'ONEO �DSE F� SMALL N•1VC CENG[N \S CESS <NAN \.moi\ <\MES �••... SEE NO\E\R- CAULK WACC ''\RONIN A\CONT. `wN PANEC NOTE 19 Ow\\\ING S.M.':CR. FO4 REW T j•r�IM`Q• Y' SEE TABLE PRO E N\ON SCR. F UNENCC09ETi. 1 J. • �3� 4• EXTRUDED PANEC. FASCIA 60Ag0 OPCION4C i F FASC\A. PANEC ) PANE\ BOLOW 9o1 <a,- FASCIAL\\ k, -\O 010 ice;• PANEC MAY EN\E0. FPOM -- ...... ......1 S.M. SCREWS ® J 1• E\ S,M,XREW8 CONTNVOVS j'. j'..040' EACH PANE EDGE PANEC EDGE CAPS1 \O S.M. jam, j I LAP. SEE NO<E W. bOb3[I. Og3004N91. L. ..r.F PEREPPNEL 1 OF a 1 OF I 1 , -SOF 1 OF Y ) , WHERE TNf AWN\NF, RA\ \b AT[ACNEDTO' '•10 S.M.X0.EWS IO S. M. XREYJ$ I I v\O S.M.SCREWS bK)S.M.SCREW$ OgNE\ THEW \CA OtNERE \b NOT ROOM [O PEE: PANEL. PEC PANEL 1 I PEC PANEC PE -R PANE\ MAI. • - ,NS<AL\THE [OP PANE\ SCREW b TNRU\NE I FO0. R.F.FAX\A SUPPORTED I PANEC- Is .M.SC0.EW5 NO[CN FNOWN AgpVE`\N T\\\G CASE THERE Is N0 y • BY 9'SQ. COCKSCAM OR3"w 4" I R.F. FASO\A 1 P¢C PANEL -]• \II DEP[H\^ UMI\ TO THE\ENG\NOF THE E)I\ST\NGE AVE POST ADD A b" LEND\N OF FA.sc\ , OR 6. E%\RODEO FASC\A. M» , M\N r S\NFENE0. STOCK AT EACH POST - I \ j FASCIA oR _ b_ FASTEN TO FMN\ F ACE OF F ASC\A -- _ _ _J ., ' _ _ _ - HANG\NG M\C. �K[\N6 EAVE CR\MP CLANGE ----- -_ -1 W�H 90F�\L GC\F DR\C\. SEE NO[E20. _ '•\O S.M. SCREW AWN\NG SEE TAEAE EXISTING EAVE TABLE OF[SCO\\N I----- -' ' _ I // Q4"O.C. AS S'D MEASURE PPA].<O FASC\A TO \AAP SEE NOTE I CUT ENO OF POST TO CVT ENO OF POST I \ 1 C OR \NVERTED ANO RtUC• MERE. SEE TAOCE ..BIDE..{TIAL P•TIO LOAD FSF •■•ll !9 NEAOE0.6RACKE[, 0. F\. F\T SNUGLY. TO FIT SNUGLY, L_ __ R.F. OR EXT RODEO fc^ PLACED \N AD]ACENT FO0. MAT. D\STA CE Covala5' PCR CHAP. 49 \O 20 70 \O 1 LIP- R.F. OR AD]VST A6LE FROM POST \\NE TO OF UBC' FPE,JDI)C. 13 i1ai�111 POST \LASER<,O0. - SEE NO<E \4 Oq\\, NANG\NG RA\L I A MAX.O\S�ANCf FROM V.%N 1 I Ex\S<\NG EAVE. EKISTING RA TE:43 Fort 33101!3 POST CONNECVJR SEE NOTE P06[S SHA L 6E 1'\O GA. L\NE TO EI\ST\NG EAVE i _ - NO[E:USEONC F<TRUDED NmAts VG R4\\\- D,F. IxiI111■ IF BOLTS ARE NOT FOST,SE•E 11 \3�\qi OR\\- OR\ENT 6RACKET _M 3'$Q. \OCKSEAM S['L.O0.2"r4\UM. ILAILCH • USED. DET A\ES,\•12 SCROLL, , I I II FOST ON\Y. NOTE+IN USING[NIS FASC\AORHANG NGR4\L I IS`-o"S-O'4'-O' efy�A�^3 ^' 9'bQ. LOCKSEAM, -_ --4, 1% EACH FASCIA .JI OE<AL THE PROPER POS, 111. ANO \F P0.0]. E%CEE-JS[NE WAl-L. CONNECT\ONS 9lE ANO SPACE NO\CNED EI\ST INR EAVE AX W. HA OR V w 4` A\UM.. r POSTS, SEE DET P,\\S. S SUPPORT EO FOR i I bPAC\NGT 9VC \fD oN OWES. FOL\OW ING: PSF PAW. 6 1 L-Och.0 AO D. SAT LAST 't OF CAN Ge GOVND BY ENTERING[NE 90 \V O' 7'.4"Q 24'O.C. NO \3" c1' \0:' COCKSE AM, Oq \[S 3`Iq" W`OTN. PANE\ SPAN AS PRO]. EVEN THDUGR 40 P:'O" 2` A V" Q 24` 0.1. YES 7� 22• 2\` NOT w4' ALOM.. -ACTUAL -1 OF THE S[gUGTOgf SO 1e -O" 6 MAY Bf SEV A- PANfL SPANS •'2 * b"H 24" O.C'. NO 31:' 'O" 26" ADPL\CAU\E \lNCREASED GO W.O. 10-G, SE MVS, 6E \ 2' . B" Ce 20 O.C. Y ES 31' Id. 1w 2b7. \N EACH O\MINS\ON- �� FASC\ A EY.\S� \\JG EIaV E Fasc\Q CONNECT\ONS WALL FASTENER TABLE y'• e� IweRS. OREATRVDED LOAD. PSF GENERP� NOTES 13� i SCROLL COLUMN HEADER BRACKE[,FAS\CN 1'12• R.I. OR EXTRUDED 10 2020 1 20 1 30 40 TO SCROLL CO\OMN WITH SCROLL COLUMN- PAMEL WIND VELOCITY AND EKROSUE.E i'v 1. PWM. DESIGN PER \405 UBC. IN L.A. COVN\Y UN\NCO0.PORAT CD 13 THE I`41' 9CR0\C COLUMN SHALL eE FASTENED [O TME Yp Bo\T EACH \U6E - 90 C %O B 80 6 70C/900 70C/90B TOC/90g AREAS USE L.A.COJNTY EURO\NG \AWS. HEADER GRACILE, W\TN ONE Vq' 60L\ A\ EACH TUBE ANO O •,� RCT.: BOF •\O S. M. SCREWS HEADER BRACKF_N SPAV NE RA ACRCD TO \NE FASC\A 60T[OM WITH PER BRAC KET ICACH SIDE FASMYL TO X0.0CL C0N ECTION UPLIFT PSF 2, ALLFASTENEgS qNO WASHCgS TO gE ST A\NLESS,GA\V AN\ZCO 20F`Iq'OO\TS49" O.C. EXCEPT[NAT FOR [v'EwT RUDE a �Er1 P• OF EACH cU6E . COLUMN wMN `Iq' 60LT IS 31.9 41.7 54.6 54.6 59.6 OR CAO. PLATED AS[M ASO\ STEEL - FASCIA THESE'SOUS NAY 6E OM\t\ED \F [NE TEE �•,. �f Yy MW -FROM , EACH\UEE- AC<ERN ATE` FLANGE \S I14SERT EO IN THE MAT\NG SLOT OF THE OOFa\O S.M.SC0.EW5 SCREW SIZE PEKE TPgT10µ E'SPACING -WOODr �/� ♦O O ? 3. D A\N+ STANDARD \V2` ORA\N ROLL \N FASCIA FOR EVERY FASC\A ANO C0.\MPEG \N PLACE . PER BRACKET 2 EACH C _ ENO OF FPS<CFYv), _ 4-O' 112.2"p 20'Pr Erg.21;"11'oc 'x1.2'(; a+l•x (L•2'Q21'.r_ 12.2"p1H'oc •r2. T1�24"ec \OO SQ- IN. OF ROOF CRA\NAGE AREA. Z _ S\OE OF EACH TV6E. 11. THE 3'w4`A\VM-OR 3`Sq. \OCKSE AM POST SNAL\RC 4, 0 ET VI\)l:\"MIX. AGCR. S.25K�CU. >T.S C.PC.ISK., FAST ENEO TO THE CONNECTOR ORT O TNE\NSfRTW\TN c+ e S .`11 •11,. EMELDDEO °\' 1N. .i•Q2A•ec •16- vesw' 'O)JI'oc 2.0 ST ANO ARO. IOF W, BOLTS ANO THE CONNECTOR TO TRE 90TTOM EMLaOL r 1 W\TN 90.ACY-\T G�-O" )) )) » ,.y.-i•Q rc•'oc •ri+2•®16' 2•Tp15's OF THE FASCIA `N\TN A OF yq•' 60LTS. FOR cNE S\N6\E Or 0' •••-3---- 1• FAStENCD AT \OWER (NOT 'SACK\06 CK� EXT q'O. G"FASC\A VERT. 60\\S p�CL . _.•' . ENO.ORS. 50\L'SANO,SICTY 6ANO,CLAYEY 6ANO,GMVEL, SANDY MAY RE OM\T\Eb IF TaaEYEE F\ANGE \S \NSERT ED 20F \\\\T\Vq""2Vti KW \K -60LTS O BOLT OR ROD \"MIN GRAVEL OR ROCK, %ENRkAG,\SOD?Sc 6AG\C- ACL, ANO CR\ ?%.z\x\PL ACE AND POS\ SPAC\NGS No% (\YITNST'O. P\AT ED CVT S['C.W ASNERS� •a•1�a.'bc ,- FROM ENO,FJ.CN 8-0" U » » )) )1 FOOT V.\C.S TO EMEND BELOW FROST L\NE. THE REDUCED 10 IOAi. OF THE VgCUE SHOWN ON 320\ FOIL IIu 603J 4"A 700 APPFOVEO F0432Sa v [U6E -^� O ec ST RUC\URE MAY gE FOUNDED ONF\CLEO GgAUNO ONLY TME R.F. SCROLL Poll" B` -O' "IG". UPL\FT EACH - SEE NOTE '2'L. POR "o ` To.a'4.02•'.c •aT •2NT421•e • •2'�: ,.g=!« 4-O" )) )) )1 EN SUCH F\\ - RAS LEEN PLACED A CONT ROLLED E•�hp•Ta•NO SPECS. ANO ALTE0.NA<ES- W H _ +i•O'c••«•H•a•O'a"a '6.a•6'c"oc COMPACT\ON AN04N APPROv60 BEAR\NGVA\UE Q9AR Bh" ATTACHED TYPE ONLY. 10-0" 1) )) )) » )1 )1 EST AC\\SNEO \N ACCORDANCE W\TR THE TY VES OF SO\\ _ A[[ACHEO tYP FO0. FOOT\c4G SlE LISTED. LATERA\,DEAR\NG \c.O PSC PER Ft. OF CYCO[R. 15. \NSTgCL THE cu SCRc\V FARTS\EST FL'OM THE • E%\ST\NG S\Aq v.A`I EE USED IF\N ONLY SCE [ARLES. I1' -J° » » U » FgSG\A F\RST. M,O.0 w1 STD. PLATED CUT STI.y:;:>\-'_.'.S -- �xlg rc••.c •b' S,G« •i OI<'ec iii GOOD CCNDI<\ON ANO APPROVED 1 ANCMO2 BOLTS 41� w 4. TWO CCC\ES OF PLOT PLAN AND W ACC OET A\\S OF THE -106 fir• BY THE EU\\DING CFF\C\AC. WIT, EACH APPC\CAT\ON. • 1~Ioal�'t•) - .-HYPE_- N4X.F<G. SIZE (CUBE)"'/o SaAg ALLJ+I. UP\. '4.. a^Ie•.c tr....03 •j C\RC\E POSTSFAC\NG,PANEC'SPAN}Tfr\A\\S aE[C-ON L J H\LT\KW\K-90L\`Iq s2`Iti' \4' 325 1'�-O" )) » ALL SREETS <NAY F\[TME PAR\\CUL qR ]06- 1 �c CRO\\ COLUMN ON\Y,> R\LT\ v.W\Y.-FIY� °�n2`Iti 20' 355 Vo. WHERE THE S CCL FOOT\NG OC[A\\ \S VSEO a. MAY •+/i6�1� 14�-0' » » )) T, 1NSFECT\ON NO\E SNA\L 6E OR\L\ED 6E\OW ONE \A[a 8E OF ANY [Y OW RE TAO\E OW G. HAT\KW\K-BO�`h":'2)14" 24" [+GS 5C4Ew TO VLR\<Y STVO POS\T \ON, [NE NOSE SNACC PROv\DCO TNF�P^O�}�Sp AC\NG\SL\x1\T EO [O TNA\ Vo SEE NO\E 22 F00. SPECS. ANC ALTERNA ES. 1$'-O » )) 6E LARGE ENOUGH [O CENt Eq CAG \N TME STUD. TAPS]\A\EO FQ0.\\1E V\v As. SCgO\\ COCUM\.1 q-q'N\G tea' • f Ex\S�\NG S�P,� POURED FOOD\tiU IS' -O" » Y, v'FCC OEFINITION OF E-SUCE SEE WHO LOAD B. WHERE THE S[gVCTORES WILL B¢ USCG FOR RCgUIREO R. FOR [NE 9'\OGAI POST USE TME wfCOEO CAP FO0.<NE 1E<I3v1110 �SCRO\C COLUMN ONLY )n)•.I r- oN SI:EET ?200-4. RES\DEN\\AL VELA\CLE PA _%c THE T\p OR ANO S\NG\E FASC S�IiNO THE NE AVY OVTY POS\ FLANGE K\T MLr[SN004 17-0 )) OF VEW AY W\\L BE PAVED W�Taa 3T" TN\CK ASPHALT OR FOR [NE FASC1�E �I.GKT06ACK> FASTEN TO EAG\i FASCIA • OR<I1 [[1 • 3' LOCKSEAM POST AND CON EC\OR OR DD 9 113 O INSERT OP-S'n4-POST ANO .,a+2G,y.c w F02 ENCLOSED sTCUCruCEs n A. T/a" O.O. CONCRETE . WINDOWS 6E[W EEN A CARPORT ANDA W\[N 20F `It, Qm ANO WASHERS . FASTEN NE AVV I••1Y 0 CONNE�TOq, SPAC\NG NOT 9'LOCKSFA POST, 20F Y1; w12'ANCupC EO -D o¢QOD IBd" .2,1,a H•.c $TANOgRD CUT STEEL PL4T6D WASHER. uV OEC OWEC\\NG SNA\L NOT 6E OPEN AOCE- OJ\Y POST F\:ANGF KR TO POST W\TN 20F `1i 60\TS- TO EXCEED [NAT OF R.F. S'., 4'A\UM. POST OR _ LOCATED ApPCUL� TRY \•E3° THE HEAD OF E CH WALL FASTENEIC. Fol IB. WAL\ FAS[CNE0.S• SEE T4%LE ON 3iAq-\�310 5-T_ 0E. XROCL COC. B-O'H\GN- �.•Sq-IOGA.POS<. "` FgpM T\iE FATTOM OF THE I4�-0� » OTHC2 WALL MAT ECIALS SEE SUOFTITuT1oN 9. EACH\NST A\CAT\ON SNA\\9fAq AN \DENT \F Y\NG[AG r'�".,� 1 3IB'80LT FOR 3" POS[ O4 STCp POST wTO?OF TA BL6 BELOW. G\V \NG THE NAME AND ADDRESS OF TME MANUFACTURER. r'•"oirr� - POST, 2 31g 6GINS FOO\\NG ANO VSE'SASE 20-0" )) TNC AvP _NL NUM6E0., ME ORS\GN LIVE COAD, WIND ' (/. FOR �"+A' POS\. WECO)JIENT AS SHOWN\N VECCC\TY AND GIPCSVCE. �yEr•,Sttl Z UNREST0.A\NEO FOo\\HG SU65 TITUTION TABLE FOS WALL FaSTENINGS 19. FOR AT[ACNED .ST \:UGTUF'_ES ADO DET IN CONC2ETE AND CO NC2E TE BLOC3G IO- 9PEC\A\ REQU\gEMENTS FOA P [IO ST 0.UC[VRES= SCREWS IN EACH PANEC LAP \F REQU\REO RY •�•.• s`�' % (A) MAX- HEIGHT I'): -O E%CEP< \O` -O" MAX. IN \.A. COUNTY TA6\E A ON SNFScN i10\ OR E DK 3203-\ ,SCREW S ♦♦��''''''''��uu�� 31R MIN. q - UN\NCORPOgATED AREAS. USE YC\GN\SNDWNWNERE\ECG. SHALL BE O\0TC\BUTED qS EVENLY AS'Pos3\O\.E- ••+•.-�„�� I Z SIDES OF ST2.UC TU2E (g) FOR USE WHN GROUP M, GROUP A -S CRS\NGCE 20. R.F. TASC\A S'\\F FCNfq MAY DE DE\EYED IF CHE POST • I i OPEN ENCLOSED (USE 3/4•` O.D. WASHERS) OwELL\NG UN\\S \N GROUP I. OCCUPANC\ES . SPAC\NG OSEO \S F•\Ot MORE THAN AG7. OF T\\At _ SEE NOTE \R FOR VALUE 1 PPNY\r\G REQ\.1TS. OCCUPANCY (C) NOT 106E USED AS ANAO\T ASCE 0.00M,CA0.POgT, TA6UC AT ED FOR THE z; -O- H\GN \`I\` A.I. SCROC\ POST. ��11996 w \OF N\1\\1•C.2]Iq"V.w\K6pCT5 /' z '�? P TABULATED ALL PATIOCOVEQ CH.49)!A¢PORTOCCOHMER.CIAL OR GAR gpPF(NEO c00. I.bq�UP\IFC W\M 6T'D. C FOP WOOD LENGT4I TO PR.OJKTION 2A710 1\. FREEStANO\NG TVPCS SNA\C 9E�CP ABATED FROM OTNEq P\AT EO CUt S[EEL W ASNER, SEC NOR FO0. S\lE �� J 1.00 ce HOEE r.T1 oR roP-E I.oO TD I.11 I.41 oR .3ou:E ..I6 To I.40 BUILDINGS STRUCTVRA\\Y A D\STANCE OF \' M\N •. OR J,F/ �b4 22 FOR %VECS. ANO ALTERNATES`. SEC TA6\ES -� SIY� SPACING Foo CONCC ETE CONC-M BLOCK N"•`T UE ATTACHED ALONG ANY 111 E1 \TH `14"\AG OM4EE Q X0.EW5 H. 46" O,C. - ONLY FOq ST ANO A0.0 TYPE 1\. INS[ALL POGTS AND COLUMNS VERT \CAL , EXIST\NGSLA6 \.\AY 6EUSE01F IN [sGc ROTE O¢Low Fora P6NBTCATrO'V.) ATTACHED ALONG LONGERSOE OO FDdc\NGS QU AL\FY Z2 N\LT\ KWIC -'Solt PND SUPER, KWIC -BOLT SHALL 0000 CONO\\\ON ANO APPgOvfO "12+2"® 29"oc I� "@24'ec AS ATTACHED TYPE. CONFORM TO \CBO""\_ TgN SERVICE ,IVC, REPORT ZNNA%FiJ LO\NG OFF\CIA\. -11.2"e W.- '141016'oc '<"O '2'ec '�•@8eoc ✓"®IE"oc V4"Q8"oC NOMOEP_10.4-RAMSE[ 710-11 FASC ENSgS SNA\L POS[ EM6EOOED� oR oC oG D0. R, F'O'S\S EMgE00E0 N,CONC0.ETE SNA\\ 6E PA\NTED ON. [ONFORIY TO 1 OU ES ER 234\. POURED \N PLACE ANCHOR Q • _ - _< , ,.y`�� •I'16 a 2^ 14"Pc '/q' 24'0< F e31U1 w. w'� A\TACNEO TYPE ON\`(_ ATT ACHED TYPE 6Il • 2"Q. 16" oc /4 16".c �C' "o< 3'B Q 16'oc 3•g"Q 2q"ec ��'�)16"oC [HE' 0W` NOOR ANCE TO 0E PA\NTEO FROM 60LT5 SNA\C 6! EM6EDDE0 AS FOLLOWS • 310 -j"� It'- 4"> `` -'•'10+1'/419'^A'oc '/" BiDTTOM TO I2"A60vE GR ADE. PAINt SNACC OE IB -4'.14"•4",<%0-1•". hLT E0.NA[E ANCHORS APPROVEo 17'ot CO4R05\ON tNN16\[ING TV PE. BRACKET 1S OM\TIED FOR lqV A\OR Gti¢ATCR w\T\\O4 AW AL Vq\UES UNOERA *2yt2Yp'@2gnnc•mK - WHERE POST IS EM6EODE0. CORRIN'\Y J•.PPA. 1GB0 ES. E.0., A\AV 9E Nil 1. IN FOOT\NG, SIM\CAR SU65[\TV<ION MA`I 8Eb\ADE FOR _ IL CON<CETE U56 HI TI KWIC -BOLT'S PER ICBO €S ER. 136 WALL CAS<ENERS\F BOTH W\TN04AW AL A•aLD `wITMpENcrCATrON A<FOLLOv6:-'Q•�IV2 R Ta". SNC AR AREE101L) 8ERE0..SPEc\AC\NSPECTON FcR <oNCRE TE pLOGX USE 4 MSE' T UBOLT3 PfiC ICBo [1.. ♦ Pall \NSCRT 00. 9`SQ.\OCKSEAMPOST j_SQ.\OCA- vSQ:.AbI5r POST , EVALUAT1oN SEGVICE, INC. R6FORT NUMO)EG 1341 0"'POST, ACCORD\yG \O GEGYION'00.\SNOTgEgVIREO- SONNEC\O0. FOR OR 3 ,, 4" ALUM. ?OST -'HEAVY DUTY _ 3" \ac'.Cn•^ POST>3'.q 4WM.{tST WITH 06NETR TION AS -I-0.5: /4• . 11/9"<3 • 1T/ •, 3" LOCKSCAM, POST. 3'Sq.\DCKSEAM i •T ,LOCKSEAM POST, POST FLANGE SQ.-3wFH,' 2`IO GA. POST, FREESTANDING FOO\\NGS ARE 3`*4"ALUM.,04 POST OR �+"SQ. 3' 10 GA. POST. OR POST CONNECTOR K\T 10 GA .POST ANO CLASSED AS UV0.ESTM\NEO �jya FOR 2".4' AWM. Or 31B ♦'ALTS. EASE WE\OMEN', EASE WE\OMEN' SEE NOTE12 FOR UNLESS SURROVNDFO 6V OR 11 EEE PA0.\%OETA\\S PAIr1ITING REq MT S. a,I •.a,....to POST. 1 20E 11'Z BO\TG. OR EM6E0 POST AS 1_ PHEFUZL AgEAU OEA IN -ROOF- • a _I_ SNOwN\N OE\A\\OF {{{111 J ^' .�1_ •J�� 2 RESTRg1 EO FT'G., F 'a =•: I' .1z 1 f 1 a 9r W 5 SEE TA6LE ON - r� a, 1 1 e O A �;� 3200-4 GOR ANCHOR �' x.. 1 1:0 v 5 J .1i9 , 1 P'la V 1G i ONE ANCHOR PER • - i �• S\ -LZ USING, TWO �. _ 5 Y m� p.i=�_yo• _��? 1 i' // >' • P ANCHORS O\AGON ALLY j\ J NN ED TABLE ON 22000, J 'P: OPDOS\TE\N\TN ST'O. •' s� '^✓S �1=�- ` 20F `IZ ANCNOR 50�T6 OR L UCE ST•D. PUTED. FOR FOOT\NG S\lE • Lp CUT STEEL SEE TABLES. \ - I ,� yJASHERCUT S[EEL 9'l2"MI • F...' � RODS " -Ax,, %aI10 0v ATE\Y F� "P v O D' W o �o"'S' t� 9•FPA OR T[OMOF TOE SEE ICBO EVALUATION SERVICE, INC. EvawnnoN RePoar a228P `r•.••"• WASHER AT P Kl i P' Z J S i F- p p P POST NI S[OP POST AT NOV 6•' D d ANCHOR. - O D Wn = 4 ,� e/ �Fo�o OF cDOTING ANO USE 'SASE W NOTE` FOO\\NGS s\ 's US\NG \AQ\ES , +D+> - s d : o - D ,f,. "1AR .,([o:' SIA, o _ FAIRHAVEN TRIMLINE AND DELUXE FS OF SHEET 320\ANDD O<32Oa-\ARE NOTE>GECWE\OMEN' D p[J' O <Y WELOMEN\AS SHOWN\N O p' > j 0 p 19 - W r G UNRESTRA\NEO FOO\\NG p / 0 • g1!}S''E .9wn� S\M\LA0. [O THESE EICEPT THEY ARE DONE A\L ON 3200-1 �, "� p p$�d� e� _ +- O� DETA\E- ;.r--�F - -CONNECTION DETAILS- •�(� SMALLER ANO ARE tTOV0.E0 W \[N oR FOR ANC1\Oq BOLT > 6 P ,Cf 6 p O - O j 0 9 lean D,r oRl.. af. O_ SU0.gOUNOEO 6Y A�1'i CONCRE\E SLAB SIZE AND BOLTS -�Do�- .O•�- O �6y -A=' ROBERT W. HAUSSLER -GENERAL NOTES- 1•'0x0.0• THE FULL gREA OF T\\E ROOF- TO POG'. SEE O `i to Lr v Y F o, o 6,Ov' ,wmA1R �Aq.a ALSO NOTE 2\. p FOR FOO[ING S\lE L REGISTERED STRUCTURAL EHGIHEE• TWW'VEE P14NELS STRUCTURAL=SAS FOq V007\\.lG SEE THOLES iOq d ;o�'px olo %N\ES \B• 3Aw. lDW, Mures. loom DR.r,[iyf�.m4AIWT• A\T ACMEO TYPE ONLY ' qT T ACHED TYPE ON\Y S\1E SEE TABLES F0.EESTAND\alG TYPES. J q,O.C, F OR FREES\ANO\NG J ',:� M •islA •er.L Orval 0n SH0N3 r Sr0I, 1r. 0T.Y0: Q -1\ _L�_6. 7W_-ii'\r/ TYPES_ (W ITNSC A9 RESTRA\N\) . ��b.o r.. 1 Oa rm u�L rSEY► �/,� Q • F; w\TN SURFACE \.FOAM\EO POSTS QL\� BUI�'FJ'!TTiVC$VCCtA'l7IES DI,VI�ION,^ \HIO SLAB REST0.A N[� � OI Aw\EY ER P.O. BOx 669 rEIVLETOH CA. 93x63 903-139-3360 Yrvo'�",'1 J `ii)M �T r uNr a txlu331E3+'• ( � ( FREES\AND \N4 TYPE Ae vn , • P. o. •o. Mr. .Lre FRCES\ANO\NG TYPE He.°"`"a 1•^ •"o •"e•^1'I•" •^ "d u,rne.a rn`.. �.ano11. `� POJREO FOOD\NGS U�1EiESZRh\NEO FOo_ FOO\\�\ (\\\1G RES�C�A\NEO G FREESTAND\NGCYpE . >� �a H w" ..I.D.Pp Od•. ^ p 1 RE\NFOFiCEO FOOD\NG ...%%l -19-ET 41'ti GLir.•5[69E •BAS • I re`toTy'01 ••'. el. ATO! p'. 1110r{{a10. I` mf.f. elect: 4� Br Y. IIA" a� F,cf 4 K. ■t 41i... non �n{au $ url ua Q J W. H. O$b n ta1P� 2 J a M • X40 -moo .O 13� a . • .3°11 1 :tt. rt er yeT-lta`'�� r M 15510+,01 tl � Intl{( [a 11996 p c frl0lla\ LAS° 4� i sae apaaT tulm{sa Nems p 3,1^y r, t, • evlu[o `t TABLE A TWIN VEE PANEL_ PANEL PANEL SPAN OVE¢NANG I PANEL SPANS FOR WALL SINGLE SPAN BEAM TYPES SHOTE 41 PANEL SPAN VE¢W NG� EAM TYPE PANE THICK. TO 3 METAL '70 PANEL TWIN VEE PATIO 10 lo'_61 C31_3v) ) 13'-W 6 ' Z'-3-1 4'-8" (I' 10'-4 ( (3 IS' -9" 4'-n"S 4' -ti' C1 6' I_=l1 31 'aocd,(6; _-v- O' 1 ( 111_11 C31_gl) ALUM. I :2 11'-7° •07,01, O:1 1`}T 3"( /ALL ALUM. _ I :2 ry-5^- .017" 20 SEE- ALUM. 1:2 13' 9" 3200-1) ,040" 0:1 (-I'-II" ( WIND ALUM, 1:2 IS'-$° _ PP-OJECTION MAX. At LOWABLE - 018" 0:1 1:1 STEEL 1:2 137S. 024" O: I 7,_01, STEEL 1:2 12'- 2" O W 1 c 2:E XP imm 3s, -I ---1 IS 1 N AN OVER_I-(ANG) ALLOWA(3LE ,_y1, •31_ n ,_611 1', C ) TABLE TABLE B TWIN VEE PANEL lo'_61 C31_3v) ) 13'-W 6 ' Z'-3-1 4'-8" (I' 10'-4 ( (3 IS' -9" 4'-n"S 4' -ti' C1 6' I_=l1 31 'aocd,(6; _-v- SKYLIG.T To 03 METAL PANEL eAT,O 111_11 C31_gl) q o`C2 C OD- SNOW 121_51(3'81( nl_p. (31_G6-„)) FrA',C, TYPE 14,_8.,-(4'__1") TABLE D�-� TABLE TABLE B TWIN VEE PANEL I PANCL SPAN .ALL N TE 4 PANEL PANCL SPAN FANG �I TWIN VEE PANEL THICK. SKYLIG.T To 03 METAL PANEL eAT,O L--1'VWt OR SNOIV LWD, P-VSFF(R^CES1ME rAL PATTOCOVE¢ LI VE OD- SNOW LOAD PSF ( 2- 2.E51DEIJTI PlL -jjj1j�-� SryCCTe 4 � '- PCo.rfi CT1oN , yie �jFr.—'PauEL 6PSN --� 11�'i, y� PROJECTION FrA',C, TYPE - VEF-". NF. n L THICK. SCYLIGHT TO O M T4 ,E l PANEL GTO LIVE 02 SNOW LOAD, PSF (I? RESIDENTIAL 20 PATIO COVER) - - o O 40 6 o O _e 20 3 1 2 2 / 102-7�oR 302 ,- _ WIND VELOCITY AND EKPOSU2E QD - 1 O 40 70G 7o qoc OB B 9 G 1 - OR 9013 UPLIFT WINO LOAD, PSF WIND t0 IS 27.1 1 35.1 1 IS SURE _ PP-OJECTION MAX. At LOWABLE - 018" 0:1 1:1 13,_011 'o .-0" 8,_0" S' -On 7,_01, 11,_0., 6,_01 6'-O., 4'-0"ALUM. w-0, $ _O" - 71-0" 6'-0' 1-0' - - -- IS 020" ALUM_. o:l 1:2, 14'-0" II' -O' q'-0' 9'-O" 8'-0" 12'-d, T' -O" _6'-0„=p,_0c 11,'-01' q1_0” 71_01, 0.,G. -C). 10'--01, $1-O" - _ - j2F .027" ALUM, 0:1 1:2- 1E'-0" 1,17-0. .1,-0" ,01_11, (21_11„� 5•_2'1(1,_,1) 91_4,1 _41,)' 3' -4" 1'-0'• — -7'I 13'-0" I I'-0" T-0" q' -O" 8'-d' Ig' -O" 7 -O" —x011 FASCIA -.040" ALUM. 0:1 1:-4 18'-d' 74'-0" Io'd' la -o" 13'-0" Is' -o" 1-0`-0" �r_OIr - 15'-01, 12'-O" 8'-{'7' 12'-o" 11'-O" IS'-& 8'-0" 6,-0,7 - .021° .O1s" 0:1 l2,_3- (3,_ q'-101, (31_1„) 7,_Sv (2,_4„) 71_5.n(1,_4,�)-f,_S„(.1:_4„) 1011 ALUM. 1 :2 14,_1„ (4-2”) 81_7,1 _81) W-6” (2,_I„) 51_0^ ('''7') S,-O1(II__t") S' -O" (1-1”) .014" STEEL o: I I :2 1o' -O" 14'-0" 11'-0" 14'-O" 13'-O" )0''0" 1 " 1a1_g" (41_lP, 12'" 10'-O" '-O" 10'-D" 16'-d' q' -O" 16'-O" -0 12 7'-0'• - 7'_21, (2'-a„) 7'-2"(1'-4" - .018" AWM. _ 0:1 1:2 13'-O" IO,• -O„ 9_0„ 8,_O„ 7,-O„ I �„ 6 _O•, 6_0„ 4'-0" 11'-0" --=- 7-O" 6'-0' 9'-O" - - - G" .OW1 ALUM. O:I 1:2 14'_0" It' -O" q' -O" 12'-�' W-10' -7'-6" 5'-B" - -14'_3" - _ .07A" STEEL L 0:1 I :2 0:1 ^ I :2 1:2 12' -On g1_0,1 71-0" 7_O. 61.0, IO' -o„ S'd, - - EXT22. FASCIA .71.T ALUM. .047" ALUM. O:I 1 :2 O:1 I :-L 1 -- -- -1 '-T" I ' O 9'- 4'-3" 16'-�' Ill -q. 3" 11'_:7 $, _6a 7,_Sd' 6'-6" 61_6„ gT_s,T- 6,_111, 6'-1" 4' -lo" - ” 0:1 13-51, (3'-q") -9'-7" (2'-11") W-101 (2'-6°) 7'-$" (2'-3") 13'-6, ll' -a' q,-0" 0'-a' 13-0- 13' 0 T-0" U-0" — 18'-0" Iq'-O" 12'- 14'-O" 14'-0" 18'-0" 12'-O" 9'-0" 6'-O" 15-0" 12'-O" 11'-O" II'O" IS' -O" 10'-0" 7'-0" - STEEL 0:1 I :2- 16-0" II'- • 9'-0' II' -o" q' -O" IS' -O' 8'-0" — - 111 17'-1" 4' I C ) I'- -II" 2-10" I 4" 3'-" �' ) ( �) ( 1'-Id ) 9' ( ( .024" STEEL O:I I :212'-O" 20' 141_0" 12,_01 14,_0„ 1,61-01, ozd-o' 10-o"101_01 -o" 8,_O" '- IO' -d' 16'-d' I,- BEAMS '- NOTE G �- N /-�L S E� —_ ----- W - C O DETAILS SEE DRA ';CIA V 4 TI N 1. PCR FA_ CC 1 E\' ,NGS 3200-3 AND 3300-4. / 2. Foe ('!•NEL LAP FASTENERS SEE TABLE ON SHEET 3203-1 OR FOR. PATIO COV 5 TABLE A r,N SHEET 3201. S. FOR 9KYl_IGHT. PANbLS ALTE2 NA NG W TW 1402E TI!AN 2 METAL pAN USE TWE SPANS LISTED FOR A RA CF 1:2. SEE M SKY- LIGHT R M 5 NI �H -1 FO MAX U Y VOT C .. EET 2 E 8 rt EW RE •.R -n = � 10 S. M, SCF' S (IGH ! C WH A T , THE HAL SKYLI NT LAP,, Y S L CALLED FOS. � G D � ``qq PENETRATF/',eYLIGHT PANEL AS WELL AS 14ETAL "EL. THIS INCLUDE5 CLIP SCQEWS, 4, FOR- T ATTACH H2 4. LENGTH 2EQUIREMEWTS A MAXIMUM NUML3Ef-' OF BEAMS SEE DOTE 4 ON SOF-FT 3203-I. FOL' AN F_XPl_AN ATION OF EXPOSURE SEE F-OOTNOTI TO WIND LOAD TABLE ON SWEET 3200-4• SK-YLIG14T PANEL SHALL BE FASTENED WHEN AIR TEMPERATURE IS BETWEEN 40" F AND 70° F.I $I �+ 1 1 + o Mm _ 1 i .qv, 5.03' MATERIAL: .035' POLYVINYL CHLORIDE SEE NOTES 7 !`, 8 ON SHEET 3200-1 SKYLIGHT PANEL *MAXIMUM SLOPE I" PER FOOT EXCEPT FOR TABLE D TYPES 2" PER FOOT. WJ[FOP 10 PSF LIVE LOAD OUTSIDE OF SNOW LOAD A2EAS, MIN, SLOPE IS A PER Foo -r.4" 4EFE25 TO RESIDENTIAL PATIO COVE2S. t Y'k SEE TABLE HEADINGS "A"THRU1D`1 F012 CO2RESPOAIDING WIND '� VELOCITY ANC EXPOSURE. 05 TABLE TABLE B TWIN VEE PANEL PANEL SPANS FOR TWO SPA YPES PANEL OVERHANG PAN�YI PANEL SPAN PANEL SPANS FOR I MULTIPLE ( 3 OR MORE PANEL' SPAN TYPES OVGCHA Glf PANEL SPAN PANEL SPAN Y- I PANCL SPAN .ALL N TE 4 PANEL PANCL SPAN FANG �I TWIN VEE PANEL THICK. SKYLIG.T To 03 METAL PANEL eAT,O L--1'VWt OR SNOIV LWD, P-VSFF(R^CES1ME rAL PATTOCOVE¢ LI VE OD- SNOW LOAD PSF ( 2- 2.E51DEIJTI PATIO COVER ' S M.'a 3 s. -T I W 6. a TWIN VEE SIt YLIGH 1 O 2 20 20 2.0 O 40 BEAM 4'-4" To.� 3'-5" WIND VELOCITY AND EX SURE TYPETHtCC. PANEL METAL PANEL q0C 70 (3 BOB OC OR 9 0 B 47_10" 4'-I" RATIO UPL11=-r WIND LO PSF .01-1' 0:1 I:2 I6' -S" IS 27.3 35.-7 46.8 6'-7"ALUM. 13'-4"5,_qlW-4" 4'-4" 4'-4. C BEAM PANE, _ SPAN /4ND NG ALLOW BLE oil 1 2 .Ola" 0:1 12,_3„(-i,_-1,�) .7,_q.�(2�_So) 6,_6,x(1'- 4'-11'`(1'_-1) 4,_It" (1,_-1,:) 3,_10„(1,_3.. - 1T -n" '-3" G' 3" - $ 6' 3" ALUM. I 2 ,01_11, (21_11„� 5•_2'1(1,_,1) 91_4,1 _41,)' 3' -4" 1'-0'• — -7'I .020” 0:I 13,-S"(,A II„) 9,_2„(1,_10-) 7, 1(21_3") S,_6"(I'_I") 5,_6:,(1,-q") 41_81(1'_5..) .09A" STEEL ALUM. 1:2 11'_0"(3'-3") G1 -11.(11 -111'),,12I. -10" I -G. 3'-$" (1'-2") OR .021° o:l I7'_1n C 47-71 F5 l2,_3- (3,_ q'-101, (31_1„) 7,_Sv (2,_4„) 71_5.n(1,_4,�)-f,_S„(.1:_4„) 1011 ALUM. 1 :2 14,_1„ (4-2”) 81_7,1 _81) W-6” (2,_I„) 51_0^ ('''7') S,-O1(II__t") S' -O" (1-1”) .040” _ 0:1 1 :2 2 C ) „( 6' 4' ) -- 1.1 '-5' - -4" 101 8" -4" t0' 3'-41 C BEAM ALUM. I :2 1a1_g" (41_lP, -21.5„ (3,=10°) .11.51, (.11.11") 71_2- (21.4,. 7'_21, (2'-a„) 7'-2"(1'-4" ,O,T11 STEEL 0:1 1 :2 SI_Su (4' ) 11'-9"- 3'-�0) 101-0, (31_21)' 61_81 (1�-i7) 7_711 (21_4„) S,_qn -5C� I) 31_ 101 (II_21) Sl -q'(1'-10") 5'-2" .02A" STEEL 0:I 1:2 I" (6'-_") 161_9- is�_211) 141-911 (41_11.)-Tl'_W., _--.---_ 111' C3'-5'> -31_10") it -41, (2'_11") 9,_41(2,_111, 91_4„('A'_II1, -_-- ..-._- 81_31, C2'--111 6'-2" CI' -II q'-$" 1.- 1. .Ole” .I 12'-�' W-10' -7'-6" 5'-B" - -14'_3" - _ .07A" STEEL L 0:1 I :2 0:1 ^ I :2 1:2 ALUM 1 :2 Io1_l,l II' -4' 10_4" W-3" -- -- -1 '-T" I ' O 9'- 4'-3" 16'-�' Ill -q. 3" 11'_:7 $, _6a 7,_Sd' 6'-6" 61_6„ gT_s,T- 6,_111, 6'-1" 4' -lo" - ” 0:1 13-51, (3'-q") -9'-7" (2'-11") W-101 (2'-6°) 7'-$" (2'-3") -7'-2" (21_3") IDE Awn. 1:2. III_O" (31_.311) (�_3�1) -- 121-311 - 3' 9" C ) " x'_2'1 5-1.�. X0_3" (11_10. 41_q,, II_ 6" O 27" ALUM. O' 1 1:214,-r(4T-T710'-14 — - 111 17'-1" 4' I C ) I'- -II" 2-10" I 4" 3'-" �' ) ( �) ( 1'-Id ) 9' ( ( .040" A Ua . L 1 •ONS" STEEL (3,1")'-_9'-3"(2'-$") 8'-11, (2'-4" 7'-1011(21_51) 61_0,1(1'-l0") --- 14'-z^ .040" O:1 221-2" CS' -7°) 16'-4^ (41_5,1) _51_3" (4'-5") 131_4" (31-10" 13'-4" (31-10.) ll'_$0 (31_61) BEAMS ALUM. 1:2 I81_gll (4'-II")13'-5" 131-p^i -l2,_Su (31_1-) 10-10" (3'-I") 101-I0n(B.-I")g'-71, — Q -3" .ONS" O:1 15'_5° (41=9 --_ _ 11'-14 (3'-0") - -- i4f_ge (4_7'') lol_Sn (3'_O,T) q,_l,, (2'_71, q'_lu CV --p)$1-011 21 _-1u 1 2,_ -- ( O') _ STE4L I:2 (61_3") !4=1" C9=1") 12'-3.. (3'-6") 12'-1" C3'-6") 101_9" 31_4") 1'-10j1 q'-11" 2:-10" ( 8 .ole" • 1 '_711 12'-�" <3 ) _911 _ a (1' a") _P, 7,_ 01,. 1_O,� a' Ca' -4'1) C2 7,_ � 21_011 61-31, 0' C )C o' ALUM. I l0'-1" (2'-11") l' -au -121_2..1-_o _ .020" O:I Q'_ 1, 01, 3-7" ( OR 10" I ALUM. 3 ") 6-3617-57), G -n (1 1O) .027" ALUM. O:I 1:2 14'_ln (4 2"_). 10--i (31_11.) 161-4" (9' -S") •9,_3,1-(21_8'1) -IS' -3" �4'-S")- 13'-4" (3'-10") 13'_4" (3'_10") .040" O:I 22'-2" (S'- ALUM. I :2 16'-q" 4'- Ill'_ 13'-S° (3'-II°i 12'-S" C3'-7" 10-10 (3'-1" t0, -len BEAM .0'5" 01.1 15,_5e (41_gl l- _fin (3,=6",�' to,_S" (3,_On) q,_In (21_7..) g1_7 Ca1-_r7 gl-0n STEEL 1 :2 12'-91 (3'_101, - $'--(2i-B") $'-G" (1'-S"— .024" STEEL O:I 1 :2 20'-1" (6'_3")-14'-q" 16'-q" (51_,Z„)' - 1 l i2'-2'731 9”) 14' -IT 4'-I") 121_3-(31-6"J l -I-- (31_611 1p,_7"(31_4,1 _ II' TABLE E TWIN VEEP EL_SLOPES THE BOTTOM OF SACH PANEL SHALL BE FASTENED . TO EACH BEAM W/ 2L OFa l4 S.M,$CREWS 'SELF -DRILLING METAL `N�s/g"METAL BAGGED NEOP¢ENE WASHERS, EXCEPT THAT TABLES BCC NON-RESIDENTIAL STRUC- TURES WITH BEAM WIDTH EQUAL TO OR GREATER THAN 3" SHALL HAVE 4 SCREWS PER R4NELINTO EACH BEAM FOR ALL METAL PANELS WITHIN A DISTANCE FEOH FA(H ENC OF THE STRUCTURE EQUAL TO 10'-O" OR Vio OF THE LEAST WIDTH OF TUE ETeLKTUZe, WHICFIE VE2 IS SMALLER:. FOR -BEAMS PLACE AN EQUAL NUM B OF FASTENERS IN EACH GE OF I. LAVE LOAD, PSF SNCW LOAD, F SXYL16Ni 102 10R 3oR 10 20 �A 40 60 TWIN VEE �_I To (1) UPLIFT WIND (OAC•, PSF e"'C- p[UJEL METAL TWICe, PANEL 10 OR IS 1'77177i �2-7.3 3s.7 46.a 46.8 46.8 46.g RATIO MINIMUM SLOPE ,NICHES PEP- FOOT 1,c .018"0' t t/A " 5/B" '/2" 3/S 11 '/4" V4 1' 'A 1- 3/9 3/9'1 ALUM, I :2 '/4" '/2" - '/q" '/q" I/4" - - - ,020" 0:1 1/4 " S/B ' 1/211 3/8'C - Vo 11'%q'r- /B' 3 ALUM, I :2 '/q" l/1 1/2-11 3/g'[ �%4" .027" O: 1 1/4 " 3/4 3/,P a 5�7T' - /zT 3/B " n S/81 '/2 ALUM. I:2 ' " " 5 N -7;. "I - /q /4 /S '/i" " %" /e '/2' .0,001, 011 '/4 „ /4 " 3/ 'I 3 4 " 3� '� /Zn 3� n 3/q" S/8,1 ALUM. '1:2 '/411 94 3/" 3A- y/e" 31a 5/9- 5/8v .OIs" 0:1 1/40 3/611 3 111/411FLA /g /e 3/8 - � 1 /4 n '/qT I� 11 I n - - 576EL /4 - / ,1 .024" O: I '/4 %4 " /8" 3/8" /41, STEEL 1:j, 1/4 " 3/9" 3/g" 3/9" / ' �44 - '/411 'A *MAXIMUM SLOPE I" PER FOOT EXCEPT FOR TABLE D TYPES 2" PER FOOT. WJ[FOP 10 PSF LIVE LOAD OUTSIDE OF SNOW LOAD A2EAS, MIN, SLOPE IS A PER Foo -r.4" 4EFE25 TO RESIDENTIAL PATIO COVE2S. t Y'k SEE TABLE HEADINGS "A"THRU1D`1 F012 CO2RESPOAIDING WIND '� VELOCITY ANC EXPOSURE. 05 12.00" INSTALLED COVERAGE SHALL NOT BE LESS . MATEeIAL: .018'x.020'4.027"3005H 281 ALUM., ULT.- 31 KSI, MIWTENS.Y.P. =2q KSI COMPR.YP.=26 KSI .040' 3004 41346 ALUM, ULT.= 35 KSI, MIN.TENS.Y.P.=2SKSI,COMPR.Y.P.=2SKSI ALOOINE#r20OPRIME2 AND BAKED ENAMEL FINISH • 02 .015" 4.024 STEEL A44G Y.P. 40 KSI, GALVANIZED 47,3 A'<PD ENAMEL FINISH, SEE. NOTES 1,'143 ON 54eGr 3200-1. TWIN -VEE PANEL SEE ICBO EVA( ATION SERVICE, INC EVALUATION REPORT 2228P Emm the office ot. ROBERT W. HAUS TABLE C TWIN VEE PANEL PANEL SPANS FOR TWO SPA YPES PANEL SPAN PANE— L SPAN -� INTERIOR BEAM -I�- PANEL $PAN PANEL SPAN T IBEe tr kh'NTERIOR E{EA14,.-T 4 BEAM TYPE TWIN VEE PANEL THICK. SKYLIG.T To 03 METAL PANEL eAT,O L--1'VWt OR SNOIV LWD, P-VSFF(R^CES1ME rAL PATTOCOVE¢ 'O2 I 20 I :z 20 30 40 WIND VELOCITY AND EXPOSURE 5 qoc To6 I gob r 7oc op qoB UPLIFT WIND LOAD, PSF ' S M.'a 3 s. -T I W 6. a PANEL SPAN MAX. ALLOWABLE .018" ALUM, o:1 1 :2 11'-T"F4'- ' CMB S'-q" 4'-4" 4'-4" 3'-5" q'-0., 3. -IO" ,z 117 - - 7" ,070" ALUM. O:I 1:2 12'-8" 6'_4" 4' -IO' 47_10" 4'-I" Id -4"4'_3n gI_a., .'_31rOR. .01-1' 0:1 I:2 I6' -S" $_T" 6'_1" 6'_T" 6'-7"ALUM. 13'-4"5,_qlW-4" 4'-4" 4'-4. C BEAM .040" 4LU n. oil 1 2 11,_101, 11_5..gl_5q,_S.1 ql_5. - 1T -n" '-3" G' 3" - $ 6' 3" 6 '-3" 15" STEEL 0:1 1:1 S'- 10" 51_In _ _11. 12'-3" V-10" 4'-s"' 3'-4" - - .09A" STEEL O: I 1:2 1q. -S" 141_31, 101-10" $'-T- 1'11_3" 9'-7" 11_3" 51_51, 51-5" 5'-5 .018" A ALUM. O: 1 2 II' -7" 1'-10" V-5" 6'-6" 5'-3" 4'-O" - 9'-5" 5' 3" 5'-3" '-lo" 4 .070" ALUM . _ 0:1 1 :2 11'-a" 9_3"' S'-2" -I'-I" W-3" 4'-q" 10,_4„ 6,_31 6'-3- S'_S' 41_2o - 3' WIDE 041N. REAMS .027" ALUM, - .040' ALUM. 0:1 1:2 O: 1 1 :2 16'-S" 11'-l0" 101_6" q'-1" q' -Y' -7'_911 13'-4_ 9'-9" B'-1" 1'-4" 6'-10" 5'-2" --- ,¢__fin 11,_4„ 12'-4" 11-101 _15_'1„ _ 17' -II 13'-0" 10-6" 10=0" 10'-0" II' -3" q'-3" .015" STEEL 0:1 I :2 141-101 lo,_T, q'-$" 1.- 1. 81_Sn 7'-8• 12'-�' W-10' -7'-6" 5'-B" - -14'_3" - _ .07A" STEEL L 0:1 I :2 0:1 ^ I :2 1:2 19'_5.. 13'_11 II' -4' 10_4" W-3" -- -- -1 '-T" I ' O 9'- 4'-3" 16'-�' Ill -q. 3" 11'_:7 $, _6a 7,_Sd' 6'-6" 61_6„ gT_s,T- 6,_111, 6'-1" 4' -lo" - 8 '-5" T' -q" _ 7" OR. 10,1 .Ota" AWN. .020'.. PLUM, 51_5" 51_511 - I ALUM. I:2 16'-5" II' -10" 1 '-6" 13'-q.-q,_q•, gr ie 7,_41, -7,_4„ W -ll^ REAM S.Si1 WIDE .040" A Ua . L 1 •ONS" STEEL -- - 0:�1 1 ' .2 O) 1 1 :2 -.--. 1P-10" W T - S -9„' --- 14'-z^ 2'- ' 1 4 ` - 12' 4” 31 111- ' _ 7'-I n I I 1,_61 i I I 37:2 I O 1W-10„ 10,_qu q'_a" 18 .-S'. 'a,_51 12' -3" - MIN. C � 024" STEEL O: I I :2 -- 9 ..... ,'-3" ---- I I' -q"10 Z" — Q -3" 9'-3" 8L$n 12.00" INSTALLED COVERAGE SHALL NOT BE LESS . MATEeIAL: .018'x.020'4.027"3005H 281 ALUM., ULT.- 31 KSI, MIWTENS.Y.P. =2q KSI COMPR.YP.=26 KSI .040' 3004 41346 ALUM, ULT.= 35 KSI, MIN.TENS.Y.P.=2SKSI,COMPR.Y.P.=2SKSI ALOOINE#r20OPRIME2 AND BAKED ENAMEL FINISH • 02 .015" 4.024 STEEL A44G Y.P. 40 KSI, GALVANIZED 47,3 A'<PD ENAMEL FINISH, SEE. NOTES 1,'143 ON 54eGr 3200-1. TWIN -VEE PANEL SEE ICBO EVA( ATION SERVICE, INC EVALUATION REPORT 2228P Emm the office ot. ROBERT W. HAUS &M AL.VIAAX \\SLER REGISTERED STRUCTURAL EG `NEER -_n ':aAg BUI I_DI LNG SPLC'IA LTI f_S DIVISION Abb-c AJ,W. quem, kUI .,, hfrani,. Colw,Ao, [MnNfCA D'utri4 0l Col {'0, Rade, H, iL Illin.u, IMum, Lwhune, Heine, N.ryIIM, Wm' TIT r0 W'. -T alv0. r.0. 00. lea. Eaou,T E. TEaAa Tel.• T ft mirhim iii -k Nm W, Nn 11, -Aim N," temp, Nn Noiw, Nn YoA N°43 r -line, chi.. OUe6om.. Draw, T -k Tlrm°et Wm-., Wl0. BO. M-luwlin E PLETOSPAN P.O. BOX 669, T.EMPLETON CA 9346 BOS-739-3760 S Job m4'mn M cvwrvi.ion ere rat ina"Aeq en'.af ,Pecuimny c the lien) Thi, Plm .... I , Ine prowM of the Qu.c W tor e. in ' CMB ��'./. 'I, OM3 (] ,1lp eer .1,a m rat eopitl ,a4 m6rery 1r w'1. 1•mo' 6Y c.m y m tl in lni, title 6bck M.1, erpirm 3 Ymr1 .N.r /UpTi-Cle�7 VV • - -- —^ �el� J TABLE A 8 IN. PANEL SPANS FOR •SINGLE-SRANBEAM "TYPES _ r IS' I 2' Irtirrle.W>•�� LAT -PANEL PANEL PANEL SPAN II'O�VE RHPNGI ' ly WALL sueWALL 4 /. / ' grpRI' w PANEL SPAN ovERNHL r� G 8" LLAT Top - - BEAM PANEL METAL TYPE PANEL l0 C TNK1:. RATIO PANEL 10 PANEL SPANS FOR MULTIPLE ( 3 OR MORE SPAN TYPES O: I 12'-0" 3 PANEL SPANS FASCIA TYPES .01811 sere 4 WALL PnoJ"C T'ON PANEL SPAN PR O,IECTION 1 so3'-1� ",14'_3„� 4 6 .022•) 1:2 10' -II” C3 ALL 0.1 17'-2" Cs SKYLISRT lop 20 P 30 R 20 20 IOP. 20/30 40 60 e" FLAT To 3Q WIND VELOCITY AND EXPOSUQE PANg MET°'' 1-c qoC 7o la so B qoC 7oC oz qo6 0:1 QATIO to - IS I 17.3 I35. -1I is I 46.8 .035.1 I �'I fI- O:1 O:I VVo" IS' I 2' Irtirrle.W>•�� LAT -PANEL PANEL PANEL SPAN II'O�VE RHPNGI ' ly WALL sueWALL 4 /. / ' grpRI' w PANEL SPAN ovERNHL r� G IOENTIAL PATI F FOP- 20 PSF LIVE LOAD OUTSIDE OF SNOW LOAD Ae-GAS, MIN. SLOPE IS W' PE¢ FOOT, �P-" REFERS TO RESIDENTIAL PATIO COVERS. Eels TAQLe w_ ADINIGS "An YHRU b FVR CPRteESPONPING WIND VeLOCIYY AND CXPOSUR6. TABLE D 8 IN. FLAT PANEL PANEL SPAN _ I w PANEL SPANS FOR MULTIPLE ( 3 OR MORE SPAN TYPES FOR PANEL SPANS FASCIA TYPES 1 1V�- I t sere 4 WALL PnoJ"C T'ON PANEL SPAN PR O,IECTION 1 FASCIA TYPE 6 c B FLAT LIVE O¢ SNOW LOAD, PSF (R c RESIDENTIAL PATIO COVE¢) SKYLISRT lop 20 P 30 R 20 20 IOP. 20/30 40 60 e" FLAT To 3Q WIND VELOCITY AND EXPOSUQE PANg MET°'' 1-c qoC 7o la so B qoC 7oC oz qo6 TRICK. PANEL UPLIFT WIND LOAD, PSF QATIO to - IS I 17.3 I35. -1I is I 46.8 PRO.IECT ION MAX, ALLOWABLE �'I fI- e O:I VVo" 7'-0" ANO EXPO.Li PAVE, TYPE PANEL .018• qoC �o B ao g 1 o: 1 14'-01 . q' -e 7LO" 9'-O" 13'-O" 18'-O" LOAD PSF 11'-0` 7' S -0— R.F. IS '-O" 111-0" 91-W 11•_0" 1o' -O` 15•_0•• 8-O" 8'-O" 5'-O" .0x811 I:: II' -d' B'-0" 7'-W B' -O" 7'-0" It' -o" e -o" 5'-O" — PANEL SPAN ANO OVERHANG o: i 19'-o" 131-0" II' -0" r3'-0" 111_011 111'-O" t0'-0" 8'-0" .035" 1:2 11'-o" 10,-0" B'-0 10'-0" 8'-O" 13'-o" 7'-0" C. — 70 O 0:1 'Ad -O" 14'-0° 11'-0 14-0" I 11:-0" lq'-O" 11'-0" B• -O' 6'-O" .OgOn 1:2 11'_0° 11'-0• W_O` 111-0' q' -d' 14'-0" 8,-O' 6'-O` — 0:1 O:1 r2'-0` .71-O• UPLIFT WIND LOAD, PSF — oR .018" 1:2. — — — — — — — — 61' 35.7 0:1 14'-0" 9•-0, 7•-O" of -o• 8'-0u 13•_o„ — — — .0220 1:2 111-d 7'-0" 6-0' 71-O' 6'-O' lo' -o" — — — ExT4. .028" 0:1 1:2 1T-0" 13'-O' 11'-0" 8'-0" 91-0„ T -W It' -d' 10,-0" 8'-0" 7'-0° 1 V-0„ I II' -o" V -O" 8'-O'• I 6'-O" 61-0" 6'-11" (z'-2° S'-3"(1'-8' O:1 19'-0• 13'-0" 11'-(7 t3' -O" 111-0" IS' -o" l0'-0" T-0" T-0" ,03511 1:2 15'-0" 1 8-0" 10'-0" 8'-O" 13'_0" T -O" 7'— — BEAM •035 14'-0" 12'-0' 14'-O' 12'-0" R' -O' 11'-O" 10'-0" .O�u 1:2 I -1-o I 11 -to 9 -0` I I'-0" 51_41, 01_e„ IOENTIAL PATI F FOP- 20 PSF LIVE LOAD OUTSIDE OF SNOW LOAD Ae-GAS, MIN. SLOPE IS W' PE¢ FOOT, �P-" REFERS TO RESIDENTIAL PATIO COVERS. Eels TAQLe w_ ADINIGS "An YHRU b FVR CPRteESPONPING WIND VeLOCIYY AND CXPOSUR6. GENERAL NOTES I, FOR FASCIA CONNECTION DEYAILS SEE DP-AWINGS 3100-3 ALID 3100-4, 2. FOP- PANEL LAP FASTENERS SEE TABLE E ON SHEET 3203-1 O¢ FoR PATIO COVERS TABLE A ON SHEET 3201. 3, FOR SKYLIGHT PANELS ALTERNATING WITH MORE THAN 2. METAL PANELS. USE THE SPANS LISTED FOR A RATIO OF 1:2.. EEE NOTE B ON SHEET 3200-1 FOR MAXIMUM SKYLIGHT AREA, V.'HGRE 4-10 S.M. SCREWS ARC CALLED FOR: AT SKYLIGHT L -AP, THEY SHALL PENETe.ATE SKYLIGHT PANEL AS WELL AS METAL PANEL. THIS INCLUDES CLIP SCREW -S. 4. FOP- THE ATTACHMENT LENGTH 2EQUIEEMENTS AND MAXIMUM NUMBE2 OF BEAMS BEE NOTE 4 ON SHEET 3203- 1 " 5. FOR AN EXPLANATION OF EYPOSUP-E 5EE FOOTNOTE TO WIND LOAD TABLE ON SHEET 3100-4. TABLE C TABLE B 8 IN. FLAT PANEL nnmAI60iAN1 YI"ePt Mmla, Xn X+"piltrL Nn /0v/, Xe,. Redcq Xn fdl XaM DmYL OA:. ou"'., 01 a TmL r0"mL Ya21vA Ire ""11. PANEL SPAN _ I w PANEL SPANS FOR MULTIPLE ( 3 OR MORE SPAN TYPES MNEL OveRRANO PANEL SPAN PANEL SPAN PANEL SPAN Imo`-Jyl�'—rlt=�•—>•I u I all ) III`- N�1_1 OVER1"G OVERHANG i. L.1 SPAN 'I PGNE'I geJ(EL SppN _ /, PANEL SPANS LIVE 012 SNOW LOAD PSF CR < QEStDENT1AL PATIO COVE2 6 c B FLAT SXYLI nT AL 10 R 20 20 2.0 30 a 40 BEAM �'I fI- e WIND VELOCITY ANO EXPO.Li PAVE, TYPE PANEL PPANEL PANEL qoC �o B ao g 1 70 c OR q0 B THICK. pAT,O UPLtFT WIND LOAD PSF ~INTEQIIM BEAM�N� IS 27.3 35.T 46.8 PANEL SPAN ANO OVERHANG ALLOWABLE SXYLI6NT S" FLAT O:I- 1A 20eE530 40 BEAM 70 O .018.1 1:2 TYPE PANEL THICK, METAL PANEL qoC 708 1 eoB 7.1 0:1 Ve-8" (4'-1") 7'-qn (1,_5„) 7,-T' (2._8") UPLIFT WIND LOAD, PSF — oR .0220 1:2 V-10 35.7 1 46.$ 10° PANEL SPAN, MAK. ALLOWAftLE 0:1 I5' -II" (4'-10') II'-(.” C3,-0) lo' -8" (3' -I,,)91 -1"(,V 87-O"(11-6° — 028.1 __I:2 I2'-3.. (3._7„ V -II" (1,-2" 6'-11" (z'-2° S'-3"(1'-8' 9'-8" (1'-S• 9,_60 CL_1., O 11 O:1 19'-3.. 0-10' 6,-10• — — — BEAM •035 1:2 14'-I"' ( 4-2" ) 10-1 3,-1" ' " e,_8" (2''8" 6'-7° (z'-1") 6'-7" (1'-1") 51_41, 01_e„ O:1 IS' -S" O:1 Iq'-lo` 6'-2") 14'-S" (4'-6„ 13'-7" (3'-11") 10-l0" (3'-S" II' -10" (T-5") 10'-4" .OgOn 1:2 I IS' -4" (4'-71) 11,-o" (3'-S•) 9'-11" (z'-11•) T-6" C2'-4" T-6" C1'-4" V-9" Cl'-,") %V-9" 11,-6" 0:1 11,_7,. BEAM .035" 1:2 13'-S• q'-3" a" WIDE ,01811 ''2 O:1 '-11' — BEAMS 1 13'-8" (41-1" S'-10' (z'_9") 8,-1o" '-e` 8'-11"II (3'4iI ,07211O: 1:2 l0._1„ (3•_1") 8,_1„(1,_7.) S._1L'l C0-7") — BEAM, 0181:2 0:1 IS'-II"(4'-10") I l._ 6,.(3,_ 6,.) 1o'-8"(3'-1") q1-1"(1'-$" 9,_10 (Z' -g") 6'-Ip"(1'-VI 3n SQ � .028" 1:2 Iz'_3" (3'-7") -7'-10" C1' -5") -1' -l0"(1' -S") , (, _8") S'-3` 1 8,_3,• (1._8,� 3,_11„ (1,_3„D 1:2 0:I 14'_3” CS' -8") 13,_3" (4'_1") 1w-51( 3'-7°) BEAM, '-I" I :2 14._1„ 4'-2") 10, - 1" (3,_ 1,) 8._e.. (y._311) 6-71' (11- I") 6'-7" '--11" 6,-2" 0:1 i9' -lo" (6,_2,•) 14' -Su (4'-6°) 13'-7° C3`- 11") I I'-10" (31-5" II' -lo" 3'-S") . 1o'-4" (3,-3•') 11,_6' ." 1:2 15'-4" 4._70 10_0.1 31-5" 9'-N° Cy'_n") 71_6" (yl_4 7._6.. yl_4..) 7•_6"(1,,_4•) 0:1 0:1 19'-1" 13' -II" 12'-T' l0'-11" 10'-11" n .018" 1 :2 1:2 14'-q" IO' -8" I 8' -IP 6'-9" 6'-q" _ 7 0:1 13 _8n (41_1.1 q•_10"(1''8" — oR .022 1:1 10'-6" 3'--I" ( ) Y -P' (2,_30) 6•_10" C2' -o") — 0:1 12'-11" _ 10"028" -0-1 o:l IS' -111' (4'-(0") 11._6.. (. lo. -8 C31_1..) ,1_1,1(.2._8,.) — to"1 Z 1:2 12._3" (3,_7,._) 8._q" (1,_80 aLon (11_4,.) 5._3,. (1,_8.) I .028 1:2 II,_7. O:1 IS' -3" (5'-e") 13'-3" (4'-I") 12'-5"(3•_10 10'-q"(3'-1" 10'-q"C3'-I" 9' -5"C3' -O• BEAM .035" 1:2 14'-I' (4'-2" 10'--1"(3'-I") 8'-8" 11-8") 6'-7n (y_1,.) 61_7"(1'-1" 6'-7"(11-1 9'-9' 7'-q" 0:1 (q'-10••(61_1..) 14,_5"(4'-6")1-5^ O:1 19'-1" 13' -II" .040" 1:2 15._4..(4._7..) II' -0"(3•_3") 9'-II"(11_11.1) 7,_6n (y, -4n) _t._6n (1'-4" 7•_6"(1'-4„) GENERAL NOTES I, FOR FASCIA CONNECTION DEYAILS SEE DP-AWINGS 3100-3 ALID 3100-4, 2. FOP- PANEL LAP FASTENERS SEE TABLE E ON SHEET 3203-1 O¢ FoR PATIO COVERS TABLE A ON SHEET 3201. 3, FOR SKYLIGHT PANELS ALTERNATING WITH MORE THAN 2. METAL PANELS. USE THE SPANS LISTED FOR A RATIO OF 1:2.. EEE NOTE B ON SHEET 3200-1 FOR MAXIMUM SKYLIGHT AREA, V.'HGRE 4-10 S.M. SCREWS ARC CALLED FOR: AT SKYLIGHT L -AP, THEY SHALL PENETe.ATE SKYLIGHT PANEL AS WELL AS METAL PANEL. THIS INCLUDES CLIP SCREW -S. 4. FOP- THE ATTACHMENT LENGTH 2EQUIEEMENTS AND MAXIMUM NUMBE2 OF BEAMS BEE NOTE 4 ON SHEET 3203- 1 " 5. FOR AN EXPLANATION OF EYPOSUP-E 5EE FOOTNOTE TO WIND LOAD TABLE ON SHEET 3100-4. BOTTOM OF EACH PANEL IS FASTENED TO E -AGM BEAM WITH 2 OF *14 SELP-021LLING S.M, SCP-E.a-WS WFr►i S/e° METAL BACKED WASHERS APPROX. S'/a"O.C- PLACE ONE SCREW-`WITHIN`ONE-.INCH-OF FEMALE'INTEQLOCC. FOR ,I'�6EA g5�THE SC¢EWS APE 5 ERED�IAfI';1 FL:ANC ES. �/% I.Z1•_ I R 1.10 - f f ifl MATE121AL:300E428t ALUM, ULT._ 31 1CSI, MIN. Y.P _2q KSl FORTHICKNESS SEE TABLES. 8"FLAT"PANE d' & nth 01" 6.00• CovERAGE -► LSO• 1. SKYLIGHT PANEL SHALL Oe AL ERNATET..D WITH TV47 OR MORE METAL PANELS. MATERIAL:.08511 POLYVINYL CHLORICE SEE NOTe 3. SEE ICBO EVALUATION SERVICE. INC EVALUATION REPORT 22 imm HI. "Hiro of: ROBERT W. HAUSSLER TABLE C 8 IN. FLAT PANE Ald-k TAlaam4nAwt:614-lk rmeoA Geaa ol"e a IaSNaA Iaae6aA R1bL 11a.tlaaA. Ylat � nnmAI60iAN1 YI"ePt Mmla, Xn X+"piltrL Nn /0v/, Xe,. Redcq Xn fdl XaM DmYL OA:. ou"'., 01 a TmL r0"mL Ya21vA Ire ""11. PANEL SPAN _ I w PANCL S�X+114X 4 8 I N. FLAT P-10, LIISS`F PANEL SPANS 6 nY __ : W.9 .ul"• i•M M gla�"tl 01°tl. Plan a•D1 t ! P14 ucM TAS FOR TWO �'I fI- INTEeaR DEAM PAVE, L SPAN PANEL SPAN TYPES �—�Eo ~INTEQIIM BEAM�N� LIVE OR SNOW LOADPSF(e=1DL71TlA NAT XIC SXYLI6NT S" FLAT 1A 20eE530 40 BEAM 70 O WINO VELOCITY AND EXPOSURE© TYPE PANEL THICK, METAL PANEL qoC 708 1 eoB 1 70C OP_ Sola P.y4o UPLIFT WIND LOAD, PSF IS 17,3I 35.7 1 46.$ PANEL SPAN, MAK. ALLOWAftLE — .OIBn 7•o: 1 IV -11" 0-10' 6,-10• — — — .02211 1 :2 T-9" 31-11" 31-11• 10" O:1 IS' -S" l0'-7" 9'-11•' g,-3" 7. 1+ 5•_4• ,028.1 G' -1'3'-I° (: O:1 17'-8" %V-9" 11,-6" IO' -O" 10'-0" B'-1" BEAM .035" 1:2 13'-S• q'-3" 7'�i" 5L11" 5' -II" 4'-8" O:1 '-11' 12'-l" 10'-11" 10' -If 10'-0` .040 1:2 -q '-e` 8'-11"II O:1 — 0181:2 —BEAMS a14' '-10' 7'-10• — — — .0221O:1 1:2 _7„ 4,_7• — —— BEAM, '-I" q'-11" e'-3"1:2 .028"O:1 '--11" 6,-2" 4'-8" 4'--7" 3'-6• q•"3°� O:1 17,_8" 121-9" 11,_6' ld-O" lo' -O• ,0350 0:1 19'-1" 13' -II" 12'-T' l0'-11" 10'-11" 10'-O" .040 1:2 14'-q" IO' -8" I 8' -IP 6'-9" 6'-q" 0:1 10,-q- 0'-9•1:2 711.022 ,018.1 1:2 0:1 12'-11" °R -0-1 1:2 q' -lo" 6'-3` 4'-l0" - — — to"1 15'-3• 11'-I" q'-11" e'-3" e'-3• 7L11'1 I .028 1:2 II,_7. g._2.. 61_T 4•-g„ 4,_8.1 4'_8n O:I 10_61 lo, -o„ l0'-0" q'-2" BEAM .035 1:2 13'-51' 9'-9' 7'-q" 5'-11" 5-•I' S'-11" O:1 19'-1" 13' -II" 11'-7" 1o' -q" 10'—n" to' -O" .0�. 1:2 14'A" 10=e" e'-11" 6'-9" 6l --'q" a -q" BOTTOM OF EACH PANEL IS FASTENED TO E -AGM BEAM WITH 2 OF *14 SELP-021LLING S.M, SCP-E.a-WS WFr►i S/e° METAL BACKED WASHERS APPROX. S'/a"O.C- PLACE ONE SCREW-`WITHIN`ONE-.INCH-OF FEMALE'INTEQLOCC. FOR ,I'�6EA g5�THE SC¢EWS APE 5 ERED�IAfI';1 FL:ANC ES. �/% I.Z1•_ I R 1.10 - f f ifl MATE121AL:300E428t ALUM, ULT._ 31 1CSI, MIN. Y.P _2q KSl FORTHICKNESS SEE TABLES. 8"FLAT"PANE d' & nth 01" 6.00• CovERAGE -► LSO• 1. SKYLIGHT PANEL SHALL Oe AL ERNATET..D WITH TV47 OR MORE METAL PANELS. MATERIAL:.08511 POLYVINYL CHLORICE SEE NOTe 3. SEE ICBO EVALUATION SERVICE. INC EVALUATION REPORT 22 imm HI. "Hiro of: ROBERT W. HAUSSLER _ c,-iMl REGISTERED STRUCTURAL ENGINEER Q BUILDING.li�`IAA LTI Ald-k TAlaam4nAwt:614-lk rmeoA Geaa ol"e a IaSNaA Iaae6aA R1bL 11a.tlaaA. Ylat � nnmAI60iAN1 YI"ePt Mmla, Xn X+"piltrL Nn /0v/, Xe,. Redcq Xn fdl XaM DmYL OA:. ou"'., 01 a TmL r0"mL Ya21vA Ire ""11. "" ♦ rqw" e•yr "Lro.i: / "w ry P.O. .. 669, TEIPLETON CA 93L65 ROS -239-3260 TE 4 8 I N. FLAT P-10, LIISS`F A,D Wpa"tion aM ."pMabn u• nat ncnNan 0.140 a"arillnllr P,n c"ntnOa" Iv nY U.a sI4M. 1Xia qan alwl I• Na P+P•N of IM ^' CMB nY __ : W.9 .ul"• i•M M gla�"tl 01°tl. Plan a•D1 t ! P14 ucM � p � "-� , 410 • • �i„Ytf ltfl • uaaa ; Saar: \,l6: If1 o\• °1 s t' �i)sw*v C ♦Ara of P�v4 • it•.Ip31 �^4YAL t1 flan a. aY3f4U asw • f b 1H PP71oi'T4 ,'. YP°SN `��•G4 3^ �K♦ 4 Tfasn* nxa{ve � 1' r ♦ B31r>� ♦0,11,5° O> �A\C� t+ti°'�60 taa�_ Uaf�U r9 �L4V TI �a►3 d Z 'MI ntro•'irn • C� J PROJECTION NOTE; 1"Oe. TWO-seAM PRq,eCTION EXTENSION SEE TABLE S ByMMe TRIC UNIT$ THE FOR TR1Q LOAD TRIBUTARY WIDTH MAY EKTENtI N Cog, ON EDGE pSALi5 Be TAKEN U43YMn GT RIC TABLE A TWO SPAN TYPE FOR TRIG WIDTH OF EDGE BEAM MAK. 314P6 1" POR N14, SbDB�' SEE TABLE' B. see S., A$ ORE HALF OF THE PSGp�e_T10N. UNIT FREESTANDING oR SCAM OYERHwVG T` FASGA'-O'MAX. OPTIONAL PANELSMN PANEL SPAR (T,oaw,DTTI �E 'I ESLEPT y Fw5<IA I 6'-O"s1AIL ornoNAL� �,A YeL ExccOT GPwN BEG uoTF 6. BEAM TYPES' G -o^ MAX. Ek CE PT tEE MAK. ]S% FOR TRIG WIDTH OF OP WTERIOR BEAM of sPAN �1 FOR 1H TE- 0.10R BEAMS SEE NOTE 6, // PANEL NOTE 6. A1\ I TVJp SPAN UNIT SCE BEAM MULTIPLE(3o2 Mo Q SPA1J) TYPE PA\7IOJEP-HANG OVERHAVJG rORTHIS BEAM MEASURE 6:KTENSgN oN THis sloe RIGHTHAND COLUMN $P4V.J OF TABLE 8. SEF TABLB show 10 PSF (PATIO COVER) 2.0 PSF 2,0 PSF 2.0 PSF 30 PSF °-(•O PSF WIND c10 MPH, XP05UQ,E C 70 MP14,-EXPOSURE B 80 MPH, E3(POSURE B'1 ROMPH,EXP.B oR 70 MPF•(,EXP.0 13 g0MPH,EXP, B o270MPH, E)CP '3 90 MPH EXP,BOQ70MPH,�XP,CO O' A L U M I N U M B E A M S 1 Z E 5 TRIG• "C '/"i ""x3" � 7"I 10"G 10"= ""x 3'• S. 7"C 7"I 10"G 10" = = 7"C 7"= 10"C 10°L 3'S"I 7°G l"I 10"C 10"2 Tu6E 3.5" I l0 10' i �„" 3.5J'I 7"G l"I 7"S to"C 10"2_ ruBE 3.5"i 7"G TUaG TY BE Tu9E WIDTH BEAM SPAN ( MAI(. ALL_OW.) T POST SIZE, ANO FOOTING SIZE SEE NOTE -7 FOR. 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B 9 14" r 1 V" .t V 13 35" x.l 69 a V" 39.r.n1' 15 35" 29 3G" v, 18[' 4 xJ • 26° 35' 30' 19" 2p" GI" 35 25" 35^ 26r 33• 2l" 1 13-0 16' Id' 11" ]I" 34' 14"� 35"Y xT"f 34'x'¢ 345r 29"{y V6' Sl" Y9" 51• V8" 56" 52. 64 yg bd 58° 70" M" Sd' 46" R1" 48y SV' 48" 60" 48" 6Y 48 64, 56' 70 96 S. 48" s4• 4g' 6D S1 66 So 6G 60 74 6 50' 48', 56 4B" 64• 56' l0' S1�� 68„ 61" 76" 43" 46" 51" 4S" 56" 48" 64" 3'I^ 50' 5'I 6g3" Si" 54" 70` 62" 38" 43" len %" 31 S0^ 48" 54'� 48"58' 35" 34• 38 35" V6" �l^ sfl" 38" 11^ S')" 3V" 0-1 36• 3S" to -l^ 34" li- 46• 3i' Sp Sb' -L 34 sl' •6 41" 14- 61^ 3T" G-8 35 33' -1-0' 35" 3V 41" 35" 49" 35" 41° 34' 48 39" 1 - •1_11 16-1 16-0 1 32" 5-G 15" 34" 7-10 31" 3Y" 4S" - 3l" 16-1 56" 36' 3 S3" -II 41" 11 65" 1 3 35" 35' 7- 41" 3Y' l0 SO" 40" 60" 3l 2 1 '- 11'-3 Si b9" '-9^ 33" 35 4'=0' _ 39• 35° 6'- ' G'-8" 38" 3 57' I',l_" 69" " 3 -E - 'x.64" 41• 61" - 1 - " 3•a V'Tu6[ i'S4.+,11 V' • .A.134" 4'YJ.v,I V'S4. ".164 4";4°.149'• 3"�V'• Be 3"vd"Nee ' ,r 134" TIC, x.14•' 4"54.•.111• V"yi.x.144' 4" .w,lfl 3'v4"TUOE f"4]. x.A '• 3"SoL3�`1^ 4.50.•,144"_ u"Sq x.164'• v^SO.v,la!" 3" 4"TU T' .v,A4'• u^54.+1164" u• .rJi .r. lt6' V'S .x.14t•' 3'v4"TVR 3`54.1 4._,°.1T2• _-S _11.. "+- r Q!' Y-1+.tVol _ 3"ru'•TUB[ 4"Sta.x.nV" ...Q VIS' 4" 13 y.• 16" r.Ir4" w'sn.+.l%' 23" 15" 18 ' 16' 34" I. 36" 'al" 3Y" 33" Il" 1^r 18" 19 13" 11" 31" 26' 32" 1 3u 14" 28' n"" 18" D" 21 30` 14" 34"n 17� 35r 15 3('' 19 4" 19 1 35"n36.13i4v 96" 154" 54" 1 i4" 30'� 4 62" 46• (7' 19" 20" 10 35 51" 35" 26 27 714 v6' ST. 3S" 3l' Y8" 38n 31• 41" 4 58" 8" 35' 4l• SV" 38" 64" 57• 3° 35" SI • 60� l0" 46 61° 46: 31• 35• )1 50" 3S• 44" 56" 48' W" VB" 61• 48' 64' S6" 34" 39 3S" y9" 35" 50' 35• 40" 10° SB' 46 so" 4fl" 52 48 60 32" )5• 34^ 3 • 34" 47' 52 66" Sd' E(i 3-1^ 55' 36° 54" 60 41" l4' 67" 96 Sd' 4 12° 35• 35" SL' 48 41" 35• 61' S6" 52" Ron TO' Sr31 68 61 74" 63" ,31" SS" 43" 6l• 11" 48' 35" 35" S6' V8" 41° 34" 64" 53" 54" 38" 68" 57" 3fr" 68" 74 55 43" 6111 32" 35" 35" 3Y' 35^ 486 68" S'P 7o S6" -�' -1'• 11 -6•' 14 -6 14- ' -9" 6 -I- I 17 -4" IS -8 -8" 3-4' S-3" 1'-3" S'-8" '3 " i•+u•TV�! `t .<.ItV 3 u' V' .•.142' V"< •• a`•v V'Tu0! 1•rZ^'Tv4: ✓ 13' 3" .a lY• YS4.r 151 V^ .r,11E' + • V^54.•,184" 3"v Y'TueE YHj, r,liu" " <i3Y" - 23" 28 n^ Fa° 10^ 30 4"Z2. r,19V' 4'31.^.193' 3S• Ti ?qpm 16" 4^SO.v.14I" - 34" 3T' GENE2AL NOTES 15_0 ai• 46• 52" 14' 7S 48•' S1' 30" 27"� 48' 3'8" 34" 31'4 54 ey 34" 18'•1 50 E2" 34 34"' Il' IH"4 R' 19" 60 10" tit" AH' 46" SD" 12" 31' 26" 33" 15° 35' 24" 34" }Z 2v V8" 56' 48" 60" 48" " 48• 6Y" 56" 70" 44' S0" y8' S2" 4$'w 60" 52" 66" Sd' 66' 60� lx" 33° 38' 34" 41" 39• 56" 36' S2' 49' Gl" 31" 39' 32° 36" 35" 41" 35' SO" 34a 48" 3V' SL" Yo" 60" 31" 3S" 34• 3l' 35 49" 31• Sl" 36° S3" V2' 65" I. TRIBUTARY WIDTH: SEE -TABLE B AND HOTE M BELOW - l' -9• -lo Ia•- 1 -l0 4r-" 2 - " 6•-0" 1_ •, lo' -I' •6'- 15- IS' -2' }2-9 '-O •T'- • Io' -1 " 1 •-} 13 -1•• ^Tu]E "50.x,11 0'-7 TRIBUTARY TH 2. PANEI- SPANS: SE6 SHEETS 3109 AND 3110. 3•<4•Tuae a'v,.+.nr•• a sv. r.n4• n•s4...,ee•• 24• v .x,l 4" Y•sa ++.166' a• Tue - 4••r 3'50. ✓,,3V' 1`34=,N t'Y' .r.,tt^ 4.54. v,1%" 3'•V 4'TWE '3•59.•.1'31^ 3• .r, ISV' 20• 1z ay' 4' Iee• u^sa. r,,ft• 4•sq ..1 6" - 35" 26' 34" 31" 3, LOADS: SEE NOTE 3 ON 3103-1. 4. SLOPE: MIN IMUM PANEL 5LOPE AS LISTED ON SHEETS 3109 AND '3210. THIS IS A I�'-Q6 ai' 46� So" 14^ 16' 48° Si:' 31• 18" YS" 58" 35' 32" 54" 64" 3S" 27" 50" 62" 60" l0" 49" 48' 46" 9J" 19 25' v8" 56" V8" 60" 48" bl• 48" 64' S'6" 70" 94' Se Is" 51" 48" 60" l8a" 36' S7" 66" A" 64' 60" 72 14TCEloe Foft SINOL6 Foe UNSYMMETRIG TWO- Bc OF Hu T- INTealgt BeAM GT RUC TU2AL RGG7 UIREMENT TO RESIs:T PONDING, MAXIMUH $TAPE I$ 1" PER. FT. 33 35" 3y 4l• 38° 58• 36" 51" 48 6V" 31 39• 31" 35" 'AV 43" 48^ 35" ¢a 3S 50• 39" 93• 3'' 1S' M. 31" 35" 47• 31" 55' 36" Son 41" 63' BEAM UNITS 02. ECC£ BEAMS 1PLE 1 Ty DES of ¢ $, THE 6TR0 NGE ST POST IS THE 4" SQ. .1139" AND IT MAY BE SUBSTITUTED FOR OTHE4L 1'-S' 4-'• 12'-O^ IB' -3" 14'-S" 11-1' t: - 7'-2^ lo' -T 16'-3 '- ' IV'- ''- " 4-9" 7 ^ l0'-4" 14'-8' 12'-9'• 9'-'1" 1G�PAN�TyPE OF MULTIPLE -SPAN UNIT5 Q 5 N 1 �1 Q PO5T5 SHOWN Ex CEPT WHERE THE 4"K 3" TUBE BEAM 1S USED. THE 9"K4^ TUBE I II I7_D 4"Nee 22• 24• tq, x.AV• 9.44. r,13V^u'Sp, v,18 V'SO r,ltt" 4'34. x,1i{" I.. .. -.c T'•r4•TUEE TtO.x., i• r1 "4.54.•.11 " 4'39.x.141"4.54.'3.18/• 3••r Y"TVR[ 3• r., 3'SG.T.13V"vS0.r,14" 450.•-ITt' a•51r,us.. 7 20" 2V" 3T" 'a 19' 11' Y' 3 25'' 35 13" 1T' 34• 31`0 I' '1 P41JEL OVERHANG GFT, = POST MAY BE SUBSTITUTED FOR THE 9" LOOC SEAM POST'AND MAY BE C)MENTED E ITHER WAY, THE I ORO BEAMS MAY BE INCeCASED TO 9-d' IF POST 46" 50• 14� 7b• 48 52' 31• 28"' 48" 58" 35" 33"• 54^ yl' 334 3d S1" 62" 35" 3s° Il° IS" 18" 4P" 70" 44" 48 46" 50 33• 27' 33' 15° 25• 29• 18' 56" 48" 60 V8" 61" 48" 62" S6" 68 94 48• 48" 57'• 48" 60"" , 36" 51°, 6F." Sb" Sio' 11i1 O 1.0 1,0 3.0 4,0 Sq 6.3 CrooslY4t �'U}'' 6. HEIGHT OF POSTS $UPRDftT1NG SPADE IS PEDUCcD TO 199% OF TABULATED VALUE OC DOST HEIGHT MAY Be INCREASED 34" 36• A UO" 4 35" 48 3 39° 56° 37" 52" I" 49" 1" 3 3 " 3 " 35" G 4 3 4 4• I° 30•• 1" 39" 5 " 31" 34• 3 • "'111 35° 8 4 35' 3 " 51• 35" 5 9 4 S A. 57 ?6" 52 4" 3 65 521 . YAOTN TO BE M MAIN iT 8 USED TABLE ( TQIB. W. C 5 ) 5 1R 1 W B 6 T ULA CD VALUES. THIS 1 E C D 7 OF AB " F H T SPACE S Q DlJ E TO 4'7 T T I '- 1 T E POS O O O l -I 1 - -1`- ' IV -p^ I'-1 • -6 '-I' 1 ' 1U'- 10 - ' �- lo'- " IS' -IM 4 -3" 3 ' L - NOTE 10 A SO. NOTLr DO NOT APPLY THE 4 -POST MODELS IN TABLE C. EEE A O- 181 3'•4"TUBE 2 V' ]" .•nY" 3"•L. x. lar" a'tq.x,l{t" v30.•.,4t" Y'S4. r,/j6" 3'•4"IURC- 3"x 36 ' 3•S4.r.n "4'54.x.114" 4'54. r,lg6I 3 .°.1%" Y"W.x.1t4" E I s1(rs4 sloN 1 2V• 23 V" 35n 1 3v" ab 33" EXTENSION - 4'-d' 1.0 3.0 4,0 4.5 4,0 S.O 7. F77071NG 512E5 TABU LAT2C A2E EITHCIG SgUAQE (LEFT HALF OF BOX) OR 2oLND t> a2' vb" so. 15^1 1l 44' 32^ 32" 28' YH" SS" 33" 5V" 64° 33' ri" 6611 35" 35' Il° Ifl' I w' 60' ld' M•• n9" 6" So" 3 28" 29 e6on �I PAVED I 48" 56" v8" bo" 41p 62" vV 61" 56" bg" FCOM NEXT 5'-O' 1•S 3.S 5.0 5.5 S.o 6. (RIGHT HALF OF BOX). >EPrtl WITHOUT 51A6 IS HOwN AT CENTEIe OF BOX DtPTM FULL. 34 V. 98° I' 34^ SO" 38' S8' 37" 91" 51" 64° 31" 3q" 3in 950 NCL 3y+ y3" 75' 48" 3y• 49• 35" 49" 40• 59" a I< c -,"•O "� BEAM V -O" 3.0 4,0 4.S 6,0 6.5 IF POURED WITH 02 SURE:OUNDED BY A 3'/i" MIN. TMICX SLAB THE AREA 00 THE - 1-I'- la• -e" 11- 5 - ,• 1 - I - 13'-1 1 •-O 7'-O" 3.S 4.0 S.O 7.O B.O 7.O 9A ROOF IS SHOWN AT THE BOTTOM OF THE BOX. CYLINDCICAL FOOTINGS MAY REQLIIRE RE BAR. - SEE DETAILS ON DWG. 3100-3• 3•<w TYae a•' r,,14•' 1 lw•' V•S4. r.,89' 24' 15' 31"x2q" 36' 3V" u•61. x, nt" 34" 30 V'Sq. •.114" a.Y ue 3"r Tues 3' S .IN 4^ r.Itt^ 4"172. x1t ' 4•So •.let'• Y"14.v,14t• 36" 14' 2d"14" 73' 3S" 29 34• 26 36" 26" 36" 19' TABLE C 8'-O" 4. 4.S O O S.S 8. 9.0 80 O l .O 9. T E ED 46" So" 2T' YB" 54" 4g $5gg' S4" 64n 52" 62" 36"m 1 (3• 6p" l0" 9" 43° 46" 50" 48" S6"48' "0 48" 67" SV• 68" 9'-O" 4•S TO 6.0 1.0 9.0 10.5 9,0 11.5 9. 51 OF $TPUCTUF'e SHALL NOT BE ENCLOSED, i5" 37• 39• 43• 35" 48° 39' 66" 3 " SS" 49" 6 31" 34• ]7^ 36" 3S" 4y° d5' S0^ 35• SI• 34" SI^ 3'3• 59" SPECIAL 4 POST TYPES 10. THE " SGT- 10 13A. POST HEIGHT MAY BE INCQ-EASED Ta 10-10" IF BEAM SPAN IS 1'-" 16'-10` - O 10'-O" S,O S.S G. 7.S 10.0 11.5 10.0 12.5 2EOU -D TO 66°7 OF THE TABULATED VALLIS. 4" 54• x 188" POST HEI$HT NAY BE I••4•lu4e 3 .r.n4" 3' ,v ,w• 4^59. r.1 •' w5 .. 1 i` 4•• .,11a•• PANEL THICKNESS FOOTING SIZE I I'-0" S,S 6,0 7.0 7.5 IIA 12.5 11.0 14.0 INC REA Tp M'-3" IF BEAM SPAN IS RECUCED TO S6% OF THE TABUtATCD VALUE!- z0'_O 22• 2H' 15' 2i 31"' 19"Q 33" 34' 34" 31" " 36'' LIVE WIND EXPO- WIDTH LEVLW ( MIN.) BEAM BEAM POST POST CcTLINOER 14 PAe) _ IV -d' 6.0 6,5 7.5 8.0 9.0 12.0 14.0 12.0 15.0 OR 67% Q li'-O" HE,GHT. THESE HEIGHT IAIC2E-ASES DO NOT APPLY TO POSTS 46" 5'1• V! 48" 58" S6" 64 52" 6 " bO" 70° LOAD VEL. SUES C (MAx SIZE SPACE SIZE S1Y4:1HG '�% ) 13-0`• 6,5 7.0 8,0 8.5 9.5 13.0 15.0 13.0 16.5 SUPPORTING BEAMS, 36" 38" • YO" 35" SO" 48' S8' 37" 3" 50" 64" MPH TWIN VEE B" FLAT O C e' -o" ASC' C WIDTH DEPT3L DEPTH " 11. TYPES WITH 3 O ORE PANEL' SPANS ARE RECE42 iL'ED TO AS MULTIPLE B -7" O'-9" 16 -3' 1 -11•• 10-1" `,-W PeSF 13 8E A O 41GH) M w/0 t"/ IY'- 7 O .O 7 14.0 1 O 1 5 8.5 9.0 O. 6. 4.0 1 O 17. 5 SPA N Y)• TYPES, 211 -OH 3^<4"Tu 3" +.1N•' 3'"q. v,14• 4'54 .141• 4'- 35• 1• r , f' 31" r,lfla^ (TWO w'TH 50W9E SLAB $IAB 1 5'-O" 7.S 8.0 9.0 9.5 to.S 19.0 t7.0 15.0 19.0 M. SPECIAL ENGINEERIN IS REG2UIQED WHERE THE TRIBUTARY WIDTH EXCEEDS a3• av' VL" So" 26° 17• V8" S4" 3g• 19" y$" 5$° 56 bW 51' 62" 34" 3T s14ow 61" 68" ALUM. STEeL ALUM. 1mISYT REQ D) oR ( pAM, 16'-O" 8.0 B.S 9,S 100 11.0 11.0 16.0 IB•5 16.0 20.0 THE MAXIMUM SHOW N HE MAIN TABLE, 13. FOR EYPLANA7'ON OF EIepo, SEE FOOTNOTE 510 WIND LOAD TABLE ON 31A0- 4. 33" 38^ 98" 45• 34• 51" 47° S 3l° SS" S8" 61" 17'-0" $,5 CLO 10.0 IO.S 11.5 12.0 11.0 14,5 11.0 21,5 12 SEE ICBO EVALUATION SER E. INC. EVALUATION REPORT 2228P 1004 9O c $'-o' 1B' -D° .02O ,OIS .022 .018 7'AUINI II' -7" 3"S%tOGA. I7'-3" ('., (si^) (3i°) IB' o" 9.o q.s Io.s 11.0 Il.s 12.s le.o 70,5 IB.o 22.sQ 10671 90 C 20'-0" 20'-O" ,010 .DIS .022 .035 7"ALUMS 11'-8" 3"Yq. to Gn. 19'-3" 18„) YB• 3v" '1"Sq 19'-O" 9 10 11 4'It.O .S .O 11,0 .S 17.0 13.0 I .O22.0 19A 2 4,0 1 From tbi office of - -- 10'-0' 10.0 lo.s n 110 ns 135 14s 70.0 13.0 10.0 2s.o(ED ROBERT W. HAUSSLER a 10(R) qO C 12-0" 32=d' .027 •OIs ,028 .o40 7"AWnr W -o" fN. 10 Ga. 7X-3" 'q" IS 34' (19") (56•) (gqu) 21'-O" IO.S 11.0 174 11.5 13.0 14A 16.0 21.0 24.0 REGISTERED STRUCTURAL ENGINEER /l'� q `v�D BUILDING SPECIALTIES DIVISION - 10 q0 ( C 24'-0" 24'-0' ,027 ,DIS .02$ - 7°AWNS IS' -011 S�.IOGA. at -1" 1i" 41" 34" (11") (Sb' 12_01 ILS 12.5 13.0 13.5 W.S IS.S 22A 15,01 A4mm,. WIN. blrmY kU..t ul8wn4, CSW.4A Caet•arnq DbbW d CYI4mb14 nwwa. H,riA tBoSiA In4i,n,, twwTo, Niue, R,y4M• I/RH• 117 Town EAST BLVD., P.O. sox lob. ,IESOu11E"TEXAS 751.0 (apn) Il" vt" 33° 13.0 13.5 14A 16.0 ISS FREESTANDING BEAM T Y P CASH", Y1Sit•4 Bu au t N!.d,, Nn H,mp A'v4 N., 14u,, R. 40iW Nn ran, xonn urole., Dee, o4,I4m., O"p4 Toq I Yv144, 10 l0 B 7d-& Ido' .040 .024 .035 - T"AWH x 11'-6" 3 °•4• IO GA 19'-I' ('8") C52') (3L') 24''0"14.5 155 16.0 -L WYAin ISS.B.Noiin,Mw,wlea - 20 70 B 131-e 23-0' - WAWA L 14'-3' VSq.06A 21-3' >o" 4g° 34' 25'-O° 15.0 160 16.5 P.O. 00%669, TEMPL£?ON CA 93165 805 239 3260 POSTS UNDER BEAMS •010 .014 ,040 (19") (SL") (39•) 2G' -d' Ib.S 17,0 toe 1nsPect3411 Ens .Ywmnon ... not Inc1u4•a Yn1u, awclncaly m C M B 10-t- A."` E" w. 3203-2 30 7O 20'-0 70'-0° .040 - - - l0" NUN L 12-4a 3" Sq, toGA 19'_3v 14" ,q• 34` 1 90 B (1I•) (L2") (4L", n2G'-9 17.5 tln«�'.ne llu roi a �oplee wwwc.e mti .y ain'�'p.� uc.' w N 9 M•r ^• b NI, tills bbcX Nan wPlr•, ya.n - 7 GLLIF. SE698 • C� J >I.,wau,NUM: •• wrr{s �• "' Q OJEC.TIOAI E1 T£NSIO See NOTE 7 B WI DT1 �Q!y�}.•' ».: PANEL LILTRI OVERHANG SNOW 4&10a PSF CPATIO COVER WIND `IO MPH, EXPOSUeE C O on .. , ,-:;; ....'"ii'tE' f Xt. 3lCG' ci11 c abk Ctl° � P .. ?.� s I• EON PROJCTICT ME J_iCIfNT USED IN om a Yt @ % {� MULTIPLE (3 OR. MORE) SPAN TYPE ;,- SEF wore 7 � SEe NOTA 4 FOR POST HEIGHT see TABLE c -NEL - OVEQL.ALHEIGHT AT Q Ce NTER OF ENC LO 5el 0VHRKA4G TYPE IS TQ.Ig {r�{r M. ..01{r{11{al WIDTH 41_�D 4' � uxln{F s �q wias�j' 51 -Dr 3' SQ. 10 GAUGE ATTACHMENT LENGTH DIVIDED BY PCOJECTION, MIN. M O �1 ALUM. .011e I No •Q��• 4 M`ic�a P Ifo` -1 IO' -V-0111 III -O" I,LI-On ,a 12-5' IQ -S' 24-0' 31-3" 9'-1" 13=9" I¢' -s' 1i-7• -O- 4'-11' a -l' 9' -lo' -O- 3''8' 4'-1drl-.028• 4USW,T ICSH SR RfiT LKMaLUM hST mA.A c "1=te 1�iC •y 29'Cll') 25' 11" 30 18' ]n'• 1 ` 19" W, %i' IT" MCI U;1Oxal 14" -f• 31•_ 0•' 2O'-1" -"S 1 '-L" 1•-11• .11^ 11.0 2 11996 27-6" 23'-9" '�orLL L�6 25V � ea,� r wa•s:u 26'-311 9L^C13• 1 27-3" fafu7 M.Ns IS -O on .. , ,-:;; ....'"ii'tE' f Xt. 3lCG' ci11 c abk Ctl° � P .. ?.� s I• EON PROJCTICT ME J_iCIfNT USED IN om a Yt @ % {� MULTIPLE (3 OR. MORE) SPAN TYPE ;,- SEF wore 7 � SEe NOTA 4 FOR POST HEIGHT see TABLE c -NEL - OVEQL.ALHEIGHT AT $PAN PANEL ' Ce NTER OF ENC LO 5el 0VHRKA4G TYPE IS 20 PSF 20 PSP 70 MPH, EXPOSUP.E B ® eo MPH, EXPOSUEE B e C I 7" I 110" C 1 10' I 1I4'r3'TUBEI 35' 117" C 17" I Q I 7" -3"-*-4C.AL'UMINUM�"""-14'-2" 11•_2• 3' SQ. 10 GAUGE ATTACHMENT LENGTH DIVIDED BY PCOJECTION, MIN. 4' SQ. STEEL 1.�eTot ] am oA 9 2- .R '��.90 a.9q •W PE ' W '�iqq 1.% �'�M2 tt9 r" 209. rneE .G9 1.99 lA9 AVERAGE SPACING OF SCREWS TH12U EACH 9 PANEL LAP * x' ALUM. .011e I No -10 a 1_IOu 21 _Bn 431_1 � I_ •, 1 I_1 •, .� _,1•• -8 12-5' IQ -S' 24-0' 31-3" 9'-1" 13=9" I¢' -s' 1i-7• -O- 4'-11' a -l' 9' -lo' -O- 3''8' 4'-1drl-.028• 4USW,T ICSH SR RfiT LKMaLUM hST ICSK S,LbLT 3"rV"TUBE LKN awNAm U91Mw4bST ULIm9ocT c 10" 29'Cll') 25' 11" 30 18' ]n'• 1 ` 19" W, %i' IT" 141` 70" 14" -f• 31•_ 0•' 2O'-1" -"S 1 '-L" 1•-11• .11^ 11.0 2 41•I AfiT mWST USM AIW IbST LNSN fR 3"+V•1IRE L6MMJn10T tXOSSRIVi ICSK SR,95T IkSn iT 11'• 30" 18" 9L^C13• 3]" 30• 70 14" ---04-3 IS -O 19.0 161-d' 8.0 9.S 9,S 10.0 IIA 11,61 16.0 20.0 11'_4^ 9.5, 9.0 IOIO IO.S II.S 11.0 'To 1uNluRt"Sn S,LioSr "Uy1 WTF IkSK tII M,T )"r4"TUB! Mixt L",11 t'1L rot L16nGTt {b< LLSN ST 13" -1n 31° 19' 2a`_w 17" 14• 1_11` 33' ; " 41-11 11^ 16" 11 IS' 1T" 19^ .1 _c•` 9b" 13' 26' TABLE C 4' FOR RESIDENTIAL PATIO COVERS ,...SCAM TYPE POST TYPE N T ' A D MA.ERIAL raa 0 C GEC NOTE Cv HEIGHTS MAX. •k a"S'Q. LOCKSEAM ALUMINUM 12'-2" lo' -I" ;,a�547<IOCr.SEAMsSTEEL� 1�14�=9" II' -7° -3"-*-4C.AL'UMINUM�"""-14'-2" 11•_2• 3' SQ. 10 GAUGE ATTACHMENT LENGTH DIVIDED BY PCOJECTION, MIN. 4' SQ. STEEL 1.�eTot ] am oA 9 2- .R '��.90 a.9q •W PE ' W '�iqq 1.% �'�M2 tt9 r" 209. rneE .G9 1.99 lA9 AVERAGE SPACING OF SCREWS TH12U EACH 9 PANEL LAP * x' y 4' FOR RESIDENTIAL PATIO COVERS UN(ENCLOSEC) ENCLOSED C-.%. AVE. ROOF HEIGMT 81-6"� USE 12`-O" MAX. OR TABULATED VALUE, RE SI DGNTIAL CAMME 2CIAL RESIDENTIAL COMMERCIAL_ PATIO CAVEIL PATIO COV E2 WHICHEVER 1S LEGS. - • s j n ueMxi I _ 140217. WIND PQESS42Ei 16' PSF 20.18 PSF IS PSF 10.18 PSF PANEL NOTE: -Al Wisdals & WCiFL.mr: ':`nf'3 Sho-i! Be in A.a;.('eor d<.'�t,' .n W:TL .1t:✓ EZ I.:'r:� i,,•• � i Pvcz.i,'-.ns Lind :L".; "iv ::;; �T"..,:: ":._;v in the VrittQ"`it� Was' -.f � n a" •� L^ ,-1 r TABLE A and FOR 721(5 WDT ,7S��y�1x�,��tt/��._.,�,�/{J ri�4gCT-- FOR LENGTH OF ATTACHMENT EDGE SEAMija' yAlfLRfkrRQ{I'�y�sr1r13 '�' 7 SEE NOTE 4. ATTACHED BEAM TYPE� IFDR T SE LE POST HEIGHETAB FOR TR16 WIDTH oNTERN2R OVERALL HEIGHT E AT CN F C. BEAM OF TWO-6PAN TYPE SEE OF ENC LOSED sTRU CTVL-F 1S a'-6" MAX. ItIGH7HAND COLUMNS OF TABLe1 777727777777777, B, 20 PSF 30 PSF 40 PSF -[-90 Mf>H, EXP. B cR 70 MPI-I� EXP. C ® qO MPH, -EXP. B on 70 MPH,EXP C ® 90 MPH �, EXP. B OR 70 MPH, EXP. C (9 ALUMINUM BEAM SIZE5 1011 S 4'N3"TUBE 3.S' = I 7"C 1 7"I 1 10"C 1 10" I 4'43-TUBE3.s• S I 7"C 1 7"I 1 10"C I 10" S 4"r3"Tw113.5-M MAX, AtLOWABL-E BEAM 5PA'N, POST SIZE, FOOTING SIZE (CUBE) TABLE E PANEL LAP FASTENERS 8 ATTACHMENT LENGTH REQUIREMENTS ENCLOSURE UN(ENCLOSEC) ENCLOSED C-.%. AVE. ROOF HEIGMT 81-6"� OCCUPANCY-! RE SI DGNTIAL CAMME 2CIAL RESIDENTIAL COMMERCIAL_ PATIO CAVEIL PATIO COV E2 WIND VELOCITY //M��P��H AND 6XPOSURCL/y 90 r- TQ C OR 90 B 90 C 70 C OE q0 B 140217. WIND PQESS42Ei 16' PSF 20.18 PSF IS PSF 10.18 PSF PANEL ATTACHMENT LENGTH DIVIDED BY PCOJECTION, MIN. NATFGAL n"�145 SC`(- MIN. LENT 1.�eTot ] am oA 9 2- .R '��.90 a.9q •W PE ' W '�iqq 1.% �'�M2 tt9 r" 209. rneE .G9 1.99 lA9 AVERAGE SPACING OF SCREWS TH12U EACH 9 PANEL LAP * x' ALUM. .011e I No f' -i' 11-5 IG -l' 14' -Id 4:-2' 9-2' 11-3" 18-9 -o- 3'-3' IW -S" G-7" - O- -O- 3'-3'4'-10" .02lj NO 9'-3' I;' -D' a-10' 10.3' 13-7 9•5" -O- 3'.g' 4-fe 7-4' -O- 2,-S, 9-1, 1 TLS .012' I No 10'-1" IE=Y' 10-3' 3e -S' 11-6' 11'-3" IS'O' 21'-6" -0- 4''0' S'-4' ¢'-e -O- 1-d' 4'-0' .017" NO 12-5' IQ -S' 24-0' 31-3" 9'-1" 13=9" I¢' -s' 1i-7• -O- 4'-11' a -l' 9' -lo' -O- 3''8' 4'-1drl-.028• NO I1-11' 19'-4. 1 -9• ;8'-8' 9'-6' 14-4" 19-I' 18'_7„ _O_ e_'„ 6,_10 Id -3" _O_ 3'-9•S'_p,.05e NO 16'-1" lq-2° 32-3' 48'-4' 11'-11' 17L11' 13 W 3S'-9' 4' .3' 6'-S" ¢'-6' 11'-W 3-8 4"r L'-4".040' NO IB' -S' 1Y-7" 36'-l0' SS -3' 13'-7' 20'-S' 1i-3, 4.W 4 -IO 7'-4' 9'-9' 14-7' 4' 2"S_S 71_;,�VES 10.0 91-3 15-p 14-5" 17 -7 G -b' IC -3" 1;'-7" 2d -S' -O- 3'-8 4-q' '7-4' -O- 1'-8• 3''Y6TEEL.015' NO 12'-0' 18'-0' 24'0' 34-0' ¢=11' 13'-4" I1=9" 1(,'-8" -O- 4L9' ('-4' le _O_ T-6" 4'-8"» .020' NO IV -3' 2f'- 4'_4' -8" 7-6°»ALL YES 9'-3" Y!-Wd 18'-5" 2T-7• 6= FOR 1D Y5F HORIZONTAL WIND LOAD THE AVERAGE 5PAGE HAY BE 1NLREASED 50%. ** MINIMUM TWO SCREWS PER. LAP• NOTE: IF THE SCREWS ARE NOT SPACED UNIFORMLY EACH BEAM OR OTHER- SUPPOP-T POINT SHOULD HAVE AN EQUAL SHAP-6 NEARBY, THE TWO SCREWS TWP-U THE FASCIA CLIP COUNT AS ONE SCREW. >K** STRUCTURES WITH A 2AT10 OF ATTACHMENT LENGTH TO PROJECTION L-ES3THA4 MINIMUM REQUIgE SPECIAL ENGINEERING 0 - See NOTE 4 IF NOT ENCLOSCO. FOR SNCL0660 TYPES THE PROJECTION 15 Me- SU4ED FeOM TNG ATTACHMUNT TO THE EXTGRIOR FACE OP THE FRONT BEARING WALL, 1-1-- TABLE TL POSTILCSNSTL E.T.."� TABLE B D 4CL i TQIBUTAQYWIDTH * * Foe SINGLE oiEaNMIG FoY 61NGLG-BEAM ATTACKED UNITS OF72-Spe'BE•M W.LLCaxRT rT.N OR ebas USAMS OF MULTIPLE SPANS fk �" TYPE EXT6N51ON PANEL OVERHANG (FT.,) GQOM MALL O 1.0 1.0 3.0 14.0 1 S.O 16.13 ai NFXT BEAM TRIS. WIDTM TO BE USED IN MAIN TABLE S (FT.) rile W. 4'-O" 3.0 4.0 5.0 S' - O" 3.S S.O 6.5 61 -O" 4O 4.5 6.07'-O"4.0 Te V. xT. r«L xPD u.N.A ona, owroma DaeA rFaa rx.e.t rxpla eAwOPL wnwM:,N lrreell.L Ae.,{T T CC - TO 7.0 q,0 8'-O" 4.5 SS d--5 8.0 10,0 0" S•O 6.0 7.0 9.0 11.5 -1 S.S 6,5 7,S 10.0 12.5 6.0 7.0 7.5 11.0 14.0 121 -O" ISA 6.S 7,S B'.O 9.0 11.0 15.0 131 - O" CA; 710 8.0 8.S 9.S 19.0 1615 14' -0. 1.0 7.5 8.1 9.0 10.0 14.0 17.5 7,5 9.0 910q.5 10.5 IS -O 19.0 161-d' 8.0 9.S 9,S 10.0 IIA 11,61 16.0 20.0 17'-O' 9.5, 9.0 IOIO IO.S II.S 11.0 'To 9.1,15 1131-01. 9.0 9.S IO,S 11.0 11.5 11,5 I8.0 12.5 19' -0" 9.5 1 10.0 11.0 11.5 12,0 13.0 1410 1910 13.75 201-01, 10.0 10.5 I[ -S- 12.0 11.5 I 13.5 14.5 10.0 25.0 %1'-0' 10.5- 11,0 11.0 19.5 13.0 14.0 IS.O 21.0 26.25 22' -0' II.S 11.5 13.0 13.514.5 IS.S 21.9 27.25 231-0- 13.0 13.5 14.0 S.0 IS.S 114i 241 -O" 14.0 14,5 I5,5 16.0 251 -0' 15.0 16,0 16 S R•6' -0. 145,5117.0 FOR INTERIOR BEAMS OF MULTIPLE SPAN TYPE5 3 Oil; MORE N PAEL SPANS TRIB WIDTH IS EQUAL TO P NEL SPAN, SPECIAL ENGINEERING Is e,eQUI2ED WHERE THE TRIBUTARY WIDTH CX EDC THE MAX. SHOWN ON TNe N41N TABLE, Ir #[ t W1. THE T4IBUTARY WfDTH GTJDS IN .6 Fr., VALUES ON SPAN TABL..CTi MAY 09 INT tr RPOLATED. 7"1 110"C 1 10"I II4"+2';UGGI 3.5" 1. 1 7"C 1 7"I 110"C I 10"I --V'• u•_O" '1. 6'-5• 6`-11•' B'-1• 11`-10^ 1-I'-9• 14'x1"]b-- SRIbR IxSN Asr 3'• 10 GA. 3"a4•iU{e USM S,LWST L[SM S,LI°ST 134" LCPI SR Eo- Is, 13" 3 300 z.1 19" 03" 18" L6'(zL" i`"f�i" 9., "/ �4•' 2u^( - 1- 4�I-lo" _in _n 1 _1n 1_ n u _ �• .-it -'(w') iN7135"V a7139"(3671 GENERAL NOTES 1, TRIf3UTARY WIDTH: SEE TABLE O. AND FOOTNOTES TWeer T0, Z. L D°1 S: SEE SHEETS 32',AND SWO, TABLES Alb 4C THEREON, 3. LOADS: SEE TABL.v HEADINes LIVE LOAD MAY BG SUBSTITUTED FOR SNOW LOAD EXCEPT WHERE SUBSCRIPT ® f1 USED IN WHICH CASE THE LOAD MAY ONLY eG LIVE, LOAD COM BINATIOTNE CONSIDERED IN THE bESIGN APE T40SE LISTED IN SECTION 2?o-i% OF THE 1985 UBC. SEISMIC 704E IS x4 WITH ZIV-CS = .186. WIND VELACITY ANO EXPOSURe ARE INDICATED IN TABLE HEADINGS. FOR CONVERSION OF VELOCITY T -O PRESSURE, SEE TABLE ON 9200-3. 4. FOR UNENCLOSED TYPES, THE LemGTH OF ATTACHMENT SMALL BE EQUAL TO OR. pQEATER THAN THC PQOJECTION, EXCEPT THAT THE LENGTH OF ATTACHMENT MAY BE LESS THAN THE PROVeCTION IF POSTS, POST SPACING SAND FOOTINGS SHOWN ON DWG. 9103-2. ARE UsEO OR RTO AM FTWE SUP PO F BE S AND 3102 IS USED FOR THE FASCIA. FOR. UNCLOSED TY •'ES SEE TABLE E FOR 2BQD LENGTH or ATTACHMENT TO PROJECTWON RATIO. ENCL05uar MATeR1AL FOR 10 PSF TYPeS IS LIMITED TO OPEN MESH SCREEN OR READILY L'E7'lOt/Ai3LE TRANSPARENT AND/OL TEANSWCENr PLASTic NOT MORE THAN .1251NCHES THICK AReANGED AS PECHITTED IN CH. 49 OF UBC, APPENDIX, FOR WALLATTACRVeRT DETAILS SES'=100-3, E, STRUCTURES W-6" OR LESS IN HEIGMT MAY Be ENCLOSED WITH ANY APPRAVED BEJlRi vG WALL SYSTEM, PROPERLY SECURED TD RESIST `THIS UPLIFT FORCESP20VI OEC ADJACENT PoSTs ARE REMOVED. AS AN ALTeP•.NATE AN APPROVeD HOU-650, xING WALL MAY GE USED IF IT 15 PIECED IN BETWEEN POSTS OR ATTACHED TO NS FACE OF TME POSTS AN J SeAM. 6, THE STRONGeST- POST 15 THE 4" SQ. STEEL,qND IT MAY Be SUBSTITUTED FOR- A,_L POSTS SHOWN. THE 511 SQ. 10 BAUse MAY BE SUBSTITUTED FCR THE 3" x 4" .V -UM. POSY OR. THE 3" LOCKSEAM POSTS, THE 3" it 4" TUBE MAY Be SUBSTITUTED F=OP-- THE OE_THE 3" STI. LOCISEAM POSTS. SEE TABLE C FOR ALLOWABLE POST HEIGHTS, 7. WHERE PANEL IS SUPPORTED BY BeAMS,TNE FRONT FASCIA BECOMES OPTIONAL (WA MAY Be OMITTED. S. Feo NGS: SIZE IN PARE4THESIS IS FOR FOOTINGS SURPAUNDED BY 4, 3V�^ SLAB Ili_ FULL AREA OF THE ROOF, FOIL FOOTING ANCI-IOC OLTS see TABLSON 3ZfX:-4. 9. MINIMUM 5LOPE OF PANELS 15 SHOWN ON SHEETS 35• THIS IS A' ST2UCTUlZAL REQUIREMIENT TO RESIST PONDING. MAXIMUM SLOPE KONG, INC34 FOOT, 10. FOR. EXPLANATION OF EXPOSURE SCE FOOTNOTE TO WIND LOAD TABUS ON 3ZOO-4. SEE ICBO EVALUATION SERVICE. INC. EVALUATION REPORT 222.B Fmm the office of. ROBERT W. HAUSSLER REGISTERED STRUCTURAL ENGINEER tCyaeTp� :,i D ' FS AM-. M.W. M&w, Iwm,a Dlx"W, e,w.a, emim.&K Ohm • N.n131xA•;, NG,nA L.uuWa rTTO ' .. Ww411.rp.M, 11® l xn Yedu, oe.,n,. Nixil,a N¢,"xI ne, nn wOwee. %L p�j�C-• Te V. xT. r«L xPD u.N.A ona, owroma DaeA rFaa rx.e.t rxpla eAwOPL wnwM:,N lrreell.L Ae.,{T T CC - � � P.O. BOX 669. TEHPLETON CA 93/65 805 239 3260 , -SIS UIQ 9 i' . EAM :�c1M ml:»p4 �M"'el'""b a •o rw D')""IM"o" I."w:1L IM P'�"eP.ro u1': {1:1Mr K1e b W9 "=" eeliw, or K .* ^' GMB 3 `� p .�. �(� li p IWVCM. •r'n 'Ei'.11 r v M I ,bivNbno'"r n,m.e In NI. uW ebct Pon Wim 3%6= 4- ;• -1