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12-0950 (SFD)P.O. BOX 1504 j VOICE (760) 777-7012 78-495 CALLE TAMPICOFAX (760) 777-7011 ami.. LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153' BUILDING PERMIT Date 2/12 3 Application Number: 12-00000950 Owner: Property.Address: 54505 AVENIDA RUBIO JACK & NICOLE HOBART O APN: 774-271-025-2 -000000- P O BOX 1592 D Application description: DWELLING 7 SINGLE FAMILY DETACHED LA QUINTA, CA 92.253 q Property Zoning: COVE RESIDENTIAL ®`J Application valuation: 123161�ti 4R� Applicant: Architect or Engineer: CORONEL ENTERPRISES G�� PSG OSP 42760 MADIO STREET INDIO, CA 92201 li4 Lic. No.: 34 : 7ic727199 ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of pe'ury th I am licensed under ovisions of Chapter 9 (commencing with Section 7000) of Division 3 of the sines and Prof ssi na od , and my License is in full force and effect. License Class: B icen No.: 727199 Date:— X0-'3 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to . construct, alter, improve, demolish, or repair any structure, prior to its. issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of 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 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 ($5001.: (_ 1 1, 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year,of completion,.the owner -builder will have the burden of 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 not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjuiy that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.)• Lender's Name: _ Lender's Address: LQPERMIT —----- — ----------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of 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 STATE FUND Policy Number 9033452-2012 I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any er so as become subject to the orkers' compensation.laws of California, and agree that, i I ould be ome subje the rke 'compensation provisions of Section 3700 of the Labo e, I s 11 fotthwi mpl wit hose provisions. � Date: Z-�,-ia Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVE GEIS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. - APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being - performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state trAthe above information is corre ree to comply with all city and county ordinances and state laws relating t b ilding.c nstructionttv her auth ri . representatives of this county to enter upon the above-mentioned pr pe y,for i spection .Date'.' Signature (Applicant or Agent): Application Number. . . . . 12-00000950 ------ Structure'Information 1,918SF DWELLING/VB/RES-3/CL-A/13D ----- Other struct info . . . ... CODE EDITION 2010 # BEDROOMS 4.00 FIRE SPRINKLERS 13D GARAGE SQ FTG 461.00 PATIO SQ FTG. 28.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 1918.00 Permit BUILDING PERMIT Additional desc . Permit Fee 723.50 Plan Check.Fee 470.28 Issue Date . . . . Valuation . . . . 123161 Expiration Date 8/11/13 Qty Unit Charge Per Extension BASE FEE 639.50 24.00 3.5000 --------------------------------------------------------------------------- THOU BLDG 100,001-500,000 84.00` Permit . . . ELEC-NEW RESIDENTIAL Additional desc . Permit Fee . . 106.35 Plan Check Fee 26.59 Issue Date Valuation . . 0 Expiration Date 8/11/13 Qty Unit Charge Per Extension BASE FEE 15.00 1918.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 67.13 461.00. .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.22 1.00 15.,0000 EA ELEC TEMPORARY POWER POLE 15.00 Permit GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . ... Valuation 0 Expiration Date 8/11/13 Qty Unit Charge Per Extension BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . Permit Fee 77..50 Plan Check Fee 19.38 Application Number 12-00000950. Permit . . . . . . MECHANICAL Issue Date Valuation . . . . 0 Expiration Date, 8/11/13 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 4.5000 EA ' MECH VENT INST/ DUCT ALT 4.50 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 16.50 4.00 6.5000 EA MECH VENT FAN 26.00 1.00 6.500, ------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc. Permit Fee .137.25 Plan Check Fee 34.31 Issue Date . . . . Valuation . . . . .0 Expiration Date 8/11/13 Qty Unit Charge Per Extension BASE FEE 15.00 12.00 6.0000 EA PLB FIXTURE 72.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50- 1.00. 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB' LAWN SPRINKLER SYSTEM 9.00 1.00 .7500 -EA PLB GAS PIPE >=5 .75 •1.00 •15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 1,918SF DWELLING/VB/RES-3/CLASS-A/13D [CONVENTIONAL] THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL OR SPA. 2010 CALIFORNIA BUILDING CODES. February 12, 2013 8:39:30 AM AORTEGA -------------- ------------------------------------------------------------- Other Fees . . . 7 . . . . ART IN PUBLIC'PLACES-RES 20.00 BLDG"STDS ADMIN (SB1473) 5.00 DIF COMMUNITY CENTERS -RES 104.00 DIF CIVIC CENTER - RES 1089.00 ENERGY REVIEW FEE 47.03 DIF FIRE PROTECTION -RES 612.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 334.00 MULTI -SPECIES (MSHCP) FEE 1254.00 DIF PARK MAINT FAC - RES 51.00 DIF PARKS/REC - RES 1773.00 COVE PRECISE PLAN FEE 100.00 LQPERMIT Application Number 12-00000950 --------------------------------------------------------------------- Other Fees STRONG MOTION (SMI) - RES 12.32 DIF STREET MAINT FAC -RES 158.00 DIF TRANSPORTATION - RES 3592.00 Fee summary 'Charged Paid. Credited Due Permit Fee Total 1059.60. .00 .00 1059.60 Plan Check Total 550.56 250.00 .00 300.56 Other Fee Total 9166.35 :00 .00 9166.35 Grand Total 10776.51 250.00 .00 10526.51 NOV-06-2013 WED 05:40 PM RIVERSIDE COUNTY FIRE FAX N0, 1760863707C P. 02 Riverside' County Fire Department Fire Protection Planning Section r Rlveralds Wice: 2300 Market 91., Ste. 160• Rluerwc, CA 92601 Pn. (061) 9664777 Fax (061) 966+1888 ' Palm Deeen Office; 77.933 las A(ontallas Rd., 0 201 Palm Pcsert, CA 92211.41 31 Ph. (760) 863.8888 Fax (780) 8fi3 7072 Fire Department Clearance/Release Date: 11/6/2013 To: LA QUINTA B&S Fax: Tract/Parcel Map #: HABART RESIDENCE Permit/Lot #: LAO -13 -RS -025 Job Site Address: 54505 AVENIDA RUBIO City, State, Zip LA QUINTA ® Final For Recordation ❑ Final for Alarm System ® Final for Fire Suppression System ❑ Shell Final Only (No Tenant)- ❑ Release For Residential Sprinkler Installation ❑ Building Plan Check Fees Paid, Water Requirement Met- if water applicable ❑ Building Plan Check Fees Not Paid ❑ Residential Sprinkler Plan Check Fees Paid ❑ Residential Sprinkler Plan Check Fees Not Paid Other Fees ❑ Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for fur't'her assistance. KOHI, HETRIC Print Name of Plan Reviewer/Inspector Approved Release Sent By: Print Name i Form C — Revl5ad 3/o1/2012 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CRIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE' INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT. PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO. TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB ,BUSTER DISTRICT 1 JOHN TAVAGLIONE . DISTRICT 2 JEFF STONE. DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY. DISTRICT 5 RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH 1 THE CALIFORNIA. DEPARTMENT -OF -FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste..#201, Palm Desert,! CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org . April 8, 2013 CFB .21386 Lilium Court .Moreno Valley, CA Re: Residential Fire Sprinkler Plan Review LAQ-13-RS-025 54-505 Avenida Rubio La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnEl and are approved with the following conditions: A minimum of three spare fire sprinklers of each type an,d temperature rating along,with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all cont-ol valves. A warning sign, with minimum '/ inch letters; shall be affixed adjacent to the main shutoff Valve and shall state the following`. WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure -or automatically shutoff the water to the fire sprinkler system, such as. water softeners, filtration systems, and automatic shut-off valves, shall not be added to" this system' without a review of the -fire sprinkler system by a fire protections specialist. DO NOT Femove this sign. The following. inspections/tests are required .to be witnessed by the Fire Department Planning Division staff:, (a) Overhead Rough and Hydrostatic test: All pipin.3.shall be visible and pumped at normal operating pressure.: . (b) Finalinspection., The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be.performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. ALL questions regarding the meaning of these conditions should be rEferred to the Fire Department Planning &.Engineering.staff at (760)863=8886: Applicant/instaIliar shall. be responsible to contact the Fire Departme to sche ule in pection. Sincerely, Jaso Stubble Fire Safety Specialist 6_4 - Sas Building Address Owner 1 c� a �, ) Address `..C-_ Tittf/ 4 4 Gv P.O. BOX 1504 78-495 CALLE TAMPICO CL) LA QUINTA, CALIFORNIA 92253 Address Z� -1 --tom City lZip ITO. - & Classif. -� 19 9 S r jp_' . I Lic. # Designer CityZip State L (� c(a 3 Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's 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 to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he 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 penally 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he 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 Contractor's License Law does 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 Contractor's License Law) O 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT APPLICATION ONLY BUILDING: TYPE CONST. OCC. GRP. A.P. Number - )1 Legal Description O\ • � e � "lam AEA1. Project Description Sq. Ft. \ q \ No. No. Dw. i Size ` Stories Units 1 New. Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. 00 Plan Chk. Bal. Const. Mach. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ° IU I ZONE: BY: Minimum Setback Distances:FINANCE DEPT. Front Setback roll.. Center Line Rear Setback frors Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: YELLOW = APPLICANT PINK = FINANCE Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the fallowing reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 1,918 S.F. or $6,137.60 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC-Rabobank - Zeke Coronel Check No. 007008081 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent '.' ►v f.'. Fee collected /exern ed by h ron Gilvrey Payment Recd -1-50-00 `} $6,137.60 ' E. a r/Un'der' 4 J Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), thiwil serve to notify you that the 90 -day approval period n which you may protest the fees or other payment identified above will begin to run from the date Which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting 00 0 BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To: Greg Butler, Building & Safety Manager To CDD: From: Planning Building Permit Release (This is an approval to issue a Building Permit), The Community Development Department has reviewed the following prz)ject: .Description: Address or general location: 7-505 APN and or legal description: �? I1(, 0-71 0,D5- The asThe Community Development Department finds that: ❑ ... issuance of this Building Permit does not require Community Development Department approval. o issuance of this Building Permit is approved by the Community Developrrient Department. r Plane cia KAY'S GRN SHEET.doc 7/15/2004 4 IZ Date fp3ceiveC, AUG: 2 :'0)2 City of U3 eQ..dt�da Planning Department 7 -- EMERGENCY REQUEST, FOR PREWR'ITE. CHECK'. xxx Return check to requestor Mail cFl ck Name Title of person requesting check 13 MONIKA RADEVA--SECRETARY C1 OF L,4 NcE Department individual is associated'with: Date check required 'r by: ,- -COMMUMTY-DEVELOPMENT DEPARTMENT"MAR 6WI5,2013 Check playable to: CORONEL ENTERPRISES�S7 733.00 Amount: $ (Nqme) ndoNo.), 427150' MADIO STREET Account Number: CJA (30 '00" (Address) IND10i -CA -9220-1.4 BLDG. 12-950 Project Number: Check description and invoice number: ASHCVREFUND-A5 IT' TAS INCORRECTLY ASSESSED - M -4 Describe emergency in'detail: - MSHCP FEE WAS IRCORRECTLY ASSESSED & PAID. REFUND IS REQUIRED PRICR TO CITY"S PAYMENT OF MSHCP,FEE :TO CVAG Signatures': ures7. -3/1 /13 (Requettorj) (Date) ep ment Head) (Date) (Finance Director's Approval)J (Date) City olcta- Quin.ta 9 CORONEL ENTERPRISES DATE INVOICE 03/13/13 -BP12-950 CHECK NO. w. 957 ACCOUNT' DESCRIPTION .101-0000-203-10.00 REFUND ...... . ............... 98,986 03/15/2013 AMOUNT. 733.00 fIIECA�y 733.00 Structural Plan Review Time =1.25 HR. \ „ This Material Sent for: ❑ Your Files ® Per Your Request - ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson Rancho Mirage Office: ® (760) 834-8860 Other: ❑ It 71_-Z80 San Jacinto Dr, Ste:- E2 Rancho Mirage. 04.. 92270 ph (760); 83478860: fax (760.) 834-8861 Letter of Transmittal To: City of La Qulnta Today's Date: 1-23-13 78-495 Calle Tampico City Due Date: 1-23-13 La Quinta, CA 92253 Project Address: 54-505 Ave Rubio Attn: AJ Plan Check #: 12-950 Submittal: ❑ 1St 4th r ® 2nd ❑ 5th ❑ 3`d ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: Descriptions: Includes: # Of Descriptions: Copies: ❑ Structural Plans ® 1 Revised Struct. Plans ❑ Structural Calculations ❑ Revised Struct. Calcs ❑ Truss Calcs W/ Ltr. ® 1 Revised Truss ❑ Soils Report Update ❑ Revised Soils Report ® 1 Structural P/C Comments ❑ Approved Structural Plans W/ Responses ❑ Redlined Structural Plans ❑ Approved Structural Calcs ® 1 Redlined Structural Calcs ❑ Approved Truss Calcs ® 1 Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports Other: Comments: M❑ v� Structural content is approvable, �M, � Structural Plan Review Time =1.25 HR. \ „ This Material Sent for: ❑ Your Files ® Per Your Request - ❑ Your Review ❑ Approval ❑ Checking ❑ At the request of: Other: ❑ By: John W. Thompson Rancho Mirage Office: ® (760) 834-8860 Other: ❑ It Grid Line Plate Height Linear Feet of Proposed Required Amount of Braced Length Braced Wall Line Wall Panels Trans F 10 27' 2 9' G 10 40' 3 13' H 10 40' 3 13' J 10 19' 2 6' r K 10 21' 2 7' Long A' 1045' 3 15' B 10 22' 2 7 C 10 70' 5 23' D 10 25' 2 8' E 10 49' 4 16' Seismic Design Category Braced Wall Length D2 Per Table R602.10.1.2(2) Percentage (a) 25% Adjustment Factors R301.2.2.2.1 Roof Covering Dead Load (<15psf / <_25psf) 1:0 / 1.2 1.0 R602.10.1.2(3) Story Height (s1 Oft / >10 s 12ft) 1.0/1.2 1.2 - Wall Dead Load (>8:5 15psf•/ <_8psf) 1.0/0.85 1.0 - Roof/Ceiling Dead Load' (<_15psf / <15 s 25psf) 1.0 / 1.1 1.1 R602.10.1.5 Braced Wall Line Spacing (25 / 30 / 35) 1.0 / 1.2 / 1.4 1.0 Percentage w/Adjustments 33% General Notes (a) No adjustments used - See Table R602.10.1.2 (3) for factors (Plate Height/Wall and Ceiling Dead Loads/Veneer) (c) Alternate bfauiny sulsliluleJ fui ndnlmum ieyuhW 5WP: (2'-8" Panel -Constructed per rtbulAV3.2) (d) Conventional bracing. (4' minimum/10' maximum plate. height - Constructed per R602.10.2) Braced Wall Schedule 2010 California Residential Code -Conventional Light -Frame Construction UPDATED: 4/30/2012 BUILDING ENERGY ANALYSIS REPORT PROJECT: Coronel Residence 54-505 Avenida Rubio La Quinta, CA Project Designer: Southwest Design Concepts, Inc. 78-115 Calle Estado La Quinta, Ca 92253 760-564-4707 Report Prepared by: Joan D. Hacker. Insu-form, Inc. 77810 Las Montanas Road, Suite 201 Palm Desert, Ca 92211 760-345-1352 g�F cl Iv NOV 0 6 2012 BY: Z Job Number: CITY LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE W3BY_ Date: 10/10/2012 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 by EnergySoft User Number. 2655 Run Code: 2012-10-10T18:31:32 /D: TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 2655' 1 2 3 9 12 PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Colonel Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 10/10/2012 Project Address 54-505 Avenida Rubio La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,918 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST ❑ Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. ❑ Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity f Features see Part 2 of 5 Status Wall Wood Framed R-13 1,086 Ext=R-4.0 New Roof Wood Framed Attic R-38 1,918 Radiant Barrier New Slab Unheated Slab -on -Grade None 1,918 Perim = 113' New FENESTRATION U- Orientation Area(ft) Factor Exterior SHGC Overhang Sidefins Shades Status Front (E) 62.2 0.500 0.35 2.0 none Bug Screen New Front (E) 26.0 0.500 0.35 6.0 none Bug Screen New Left (S) 44.0 0.500 0.35 2.0 none Bug Screen New Left (S) 13.0 0.710 0.73 2.0 none Bug Screen New Rear (W) 6.0 0.500 0.35 3.0 none Bug Screen New Rear (IM 34.0 0.500 0.35 2.0 none Bug Screen New Right (N) 109.4 0.500 0.35 2.0 none Bug Screen New Right (N) 39.4 0.500 0.35 3.0 none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status Whole House Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Gas0' ` 0.62 All Pipes Ins _ New" " Ener Pro 5.1 by EnergySoft User Number: 2655 RunCode: 2012-10-10T18:31:32 ID: Page 3 of 12 PERFORMANCE CERTIFICATE: Residential Part 2 of 5 CF -1 R Project Name Coronel Residence Building Type ® Single Family ❑ Addition Alone 1 ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11011012012 SPECIAL FEATURES INSPECTION CHECKLIST The enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. HIGH MASS Design - Verify Thermal Mass: 1,000.0 ft' Exposed Slab Floor, 3.500" thick at Whole House HIGH MASS Design - Verify Thermal Mass: 9 18. 0 ft2 Covered Slab Floor, 3.500" thick at Whole House The Roof R-38 Roof Attic includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System BDP CO. 561AJ060-' includes credit for a 11.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. The HVAC System Whole House incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System Whole House incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. Ener Pro 5.1 by EnerqySoft User Number: 2655 Run Code: 2012-10-10T18:31:32 ID: Page 4 of 12 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Coronel Residence 1 ❑ Multi Family ❑ Existing+ Addition/Alteration 110110120112 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 2.41 3.16 -0.76 Space Cooling 49.47 47.62 1.86 Fans 9.98 12.27 -2.28 Domestic Hot Water 16.74 15.17 1.57 Pumps 0.00 0.00 0.00 Totals 78.60 78.21 0.39 Percent Better Than Standard: 0.5% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (E) 90 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (E) 320 88 Fuel Available at Site: Natural Gas (S) 350 57 Raised Floor Area: 0 (W) 400 40 Slab on Grade Area: 1,918 (N) 350 149 Average Ceiling Height: 9.0 Root 1,918 0 Fenestration Average U -Factor: 0.51 TOTAL: 334 Average SHGC: 0.36 Fenestration/CFA Ratio: 17.4 REMARKS STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. I A The documentation author hereby certifies that the documentation is accurate and complete. //AA Documentation Author Company Insu-form, Inc. 10/102012 Address 77810 Las Montanas Road, Suite 201 Name .loan D. Hacker City/State/ZipCity/State/Zip Palm Desert, Ca 92211 Phone 760-345-1352 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance si g duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelopse ling require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Company Southwest Design Concepts, Inc. Address 78-115 Calle Estado ,Name Stephen Nieto City/State/Zip La Quinta, Ca 92253 Phone 760-564-4707 Signed License # Date Ener Pro 5.1 by EnergySoft User Number: 2655 RunCode: 2012-10-10718:31:32 ID: Page 5 of 12 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5 CF -1 R Project Name Coronel Residence Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 0/10/201 OPAQUE SURFACE DETAILS Surface Type Area U Insulation Factor Cavity Exterior Frame Interior Frame Azm Joint Appendix Tilt Status 4 Location/Comments Wall 232 0.072 R-13 4.0 None 90 90 New 4.3.1-A3 Whole House Wall 293 0.072 R-13 4.0 None 180 90 New 4.3.1-A3 Whole House Wall 360 0.072 R-13 4.0 None 270 90 New 14.3.1-A3 Whole House Wall 201 0.072 R-13 4.0 None 0 90 New 4.3.1-A3 Whole House Roof 1,918 0.025 R-38 90 0 New 4.2.1-A21 Whole House Slab 1,000 0.730 None 0 180 New 4.4.7-A1 Whole House Slab 918 0.730 None 0 180 New 4.4.7-A1 Whole House FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC Azm Status Glazing Type Location/Comments 1 Window 6.7 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alurnkow-E Whole House 2 Window 2.7 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alurnkow-E Whole House 3 Window 10.0 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alurnkow-E Whole House 4 Window 33.4 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alurnkow-E Whole House 5 Window 1 6.7 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alumkow-E Whole House 6 Window 2.7 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alum/Low-E Whole House 7 Window 20.0 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alumkow-E Whole House 8 Window 6.0 0.500 NFRC 0.35 NFRC 90 New IWC 6200 Alumkow-E Whole House 9 Window 20.0 0.500 NFRC 0.35 NFRC 180 New IWC 6200 Alurnkow-E Whole House 10 Window 4.0 0.500 NFRC 0.35 NFRC 180 New IWC 6200 Alurnkow-E Whole House 11 Window 20.0 0.500 NFRC 0.35 NFRC 180 New IWC 6200 Alurnkow-E Whole House 12 Window 13.0 0.710 Default 0.73 Default 180 New Double Metal Clear Whole House 13 Window 6.0 0.500 NFRC 0.35 NFRC 270 New IWC 6200 Alurnkow-E Whole House 14 Window 12.0 0.500 NFRC 0.35 NFRC 270 New IWC 6200 Alumkow-E Whole House 15 Window 16.0 0.500 NFRC 0.35 NFRC 270 New IWC 6200 Alum/Low-E Whole House 16 Window 6.0 0.500 NFRC 0.35 NFRC 270 New IWC 6200 Alumkow-E Whole House (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hanq Left Fin Right Fin Len H t LExt RExt Dist Len Hot Dist I Len H t 1 Bug Screen 0.76 5.0 1.4 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 2.5 1.5 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 2.0 5.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 6.8 5.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 5.0 1.5 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 2.0 1.4 2.0 0.1 2.0 2.0 7 Bug Screen 0.76 6.8 3.0 6.0 0.1 6.0 6.0 8 Bug Screen 0.76 5.0 1.4 6.0 0.1 6.0 6.0 9 Bug Screen 0.76 4.0 5.0 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 1.0 4.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 4.0 5.0 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 2.4 2.4 2.0 0.1 2.0 2.0 13 Bug Screen 0.76 3.0 2.0 3.0 0.1 3.0 3.0 14 Bug Screen 0.76 2.0 6.0 2.0 0.1 2.0 2.0 15 JBug Screen 0.76 4.0 4.0 2.0 0.1 2.0 2.0 16 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 Ener Pro 5.1 by EnergySoft User Number: 2655 Runcode: 2012-10-10718:31:32 ID: Pae 6 of 12 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Coronel Residence ❑ Multi Family ❑ Existing+ Addition/Alteration 0/10/201 OPAQUE SURFACE DETAILS Surface U Insulation Joint Appendix Type I Area I Factor I Cavity Exterior I Frame I Interior I Frame Azm I Tilt I Status 1 4 1 Location/Comments FENESTRATION SURFACE DETA ID Type Area U -Factor 17 Window 33.4 0.500 NFRC 18 Window 10.0 0.500 NFRC 19 Window 12.0 0.500 NFRC 20 Window 8.0 0.500 NFRC 21 Window 15.0 0.500 NFRC 22 Window 6.0 0.500 NFRC 23 Window 15.0 0.500 NFRC 24 Window 6.0 0.500 NFRC 25 Window 33.4 0.500 NFRC 26 Window 10.0 0.500 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC 0.35 NFRC Azm Ste 0 New 0 We - w -0 New 0 New 0 New 0 New 0 New 0 New 0 New 0 New IWC 6200 Alum/Low-E IWC 6200 Alurnkow-E IWC 6200 Alum/Low-E IWC 6200 Alurnkow-E IWC 6200 Alurnkow-E IWC 6200 Alurnkow-E IWC 6200 Alurnkow-E IWC 6200 Alurnkow-E IWC 6200 Alum/Low-E IWC 6200 Alurnkow-E Location/Comments Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House 17 1 0 (1) U -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window Hot I Wd Len Ove hang Hot LExt Left Fin Right Fin RExt Dist Len Hat Dist Len I Hot 17 Bug Screen 0.76 6.8 5.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 2.0 5.0 2.0 0.1 2.0 2.0 19 Bug Screen 0.76 4.0 3.0 2.0 0.1 2.0 2.0 20 Bug Screen 0.76 2.0 4.0 2.0 0.1 2.0 2.0 21 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 22 Bug Screen 0.76 10.0 3.0 3.0 0.1 3.0 3.0 23 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 24 Bug Screen 0.76 2.0 3.0 2.0 0.1 2.0 2.0 25 Bug Screen 0.76 6.8 5.0 3.0 0.1 3.0 3.0 26 Bug Screen 0.76 2.0 5.0 2.0 0.1 2.0 2.0 17 1 0 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Coronel Residence Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 11011012012 BUILDING ZONE INFORMATION System Name Zone Name Floor Area ft New Existinq Altered Removed Volume Year Built Whole House Whole House 1,918 17,262 Totals 1,9181 0 01 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status Whole House 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status Whole House Ducted Ducted Attic, Ceiling Ins, vented 8.0 m New 13 WATER HEATING SYSTEMS S stem Name Ot . Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status A. 0. SMITH FPS -50-224 1 Small Gas All Pipes Ins 43,000 50 0.62 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c 0 m �o ¢ — System Name Pipe Length Pipe Diameter Insul. Thick. Qt . HP Plenum Outside Buried EnergyPro 5.1 by EnergySoft User Number: 2655 Run Code: 2012-10-10T18:31:32 ID: Page 8 of 12 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF -1 R Project Name Coronel Residence Date 11011012012 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (') below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116 (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -613 Form. §118(1): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(1) when the installation of a Cool Roof is specified on the CF -1 R Form. 150(a): Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. 150(c): Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95(2000) when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. §1500): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1506)113: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-13. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 123-A. 150(50(OA: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardant or is enclosed entirely in conditioned space. 150(j)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. EnergyPro 5.1 by EnergySoft User Number: 2655 RunCode: 2012-10-10718:31:32 /D: Page 9 of 12 MANDATORY MEASURES SUMMARY: Residential Pae 2 of 3 MF -1 R Project Name Date Coronel Residence 11011012012 §150(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and return -air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line -voltage socket or line - voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw -base socket. 150(k)6: Li0ting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual -on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. EnergyPro 5.1 by EnergySoR User Number: 2655 RunCode: 2012-10-10718:31:32 /D: Page 10 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Coronel Residence 11011012012 §150(k)10: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)11: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not re uired to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be hi h efficacy luminaires. §150(k)l4: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)15: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. EnergyPro 5.1 by EnergySoft User Number: 2655 RunCode: 2012-10-10718:31:32 /D: Page 11 of 12 HvAc SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Coronel Residence Date 10/10/2012 System Name Whole House Floor Area 1,918 ENGINEERING CHECKS SYSTEM LOAD Number of S stems 1 COIL COOLING CFM Sensible Total Room Loads 837 20,058 Return Vented Lighting 0 Return Air Ducts 1,158 Return Fan 01 Ventilation o 0 Supply Fan 0 Supply Air Ducts 1,158 TOTAL SYSTEM LOAD 22,374 PEAK COIL HTG. PEAK Heating System Latent CFM Sensible Output perSystem 89,000 1,998 580 21,346 Total Output Btuh 89,000 Output Btuh/s ft 46.4 1,049 Cooling System 0 Output per System 58,000 0 0 0 Total Output Btuh 58,000 1,9981 0 Total Output Tons 4.8 1,049 Total Output Btuh/s ft 30.2 Total Output s ft/Ton 396.8 23,445 Air System CFM perSystem 2,210 HVAC EQUIPMENT SELECTION Airflow cfm 2,210 BDP CO. 561AJ060-* 43,719 5,959 89,000 Airflow cfm/s ft 1.15 Airflow cfm/Ton 457.2 Total Adjusted System Output 43,719 (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 5,959 89,000 Fang 3 PM I Jan 1 AM Outside Air % 0.0% Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 OF 70 OF Outside Air 0 cfm Supply Fan 2,210 cfm 70 OF 70 OF 105 OF Heating Coil A 105 OF �y pp�}y�� R.101t i:f'rt 70 of 1 COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 78/63°F 78/63°F 55/54°F Outside Air 0 cfm Supply Fan Cooling Coil 55 / 54 OF 2,210 cfm �ypp�� ••pp - 42.1 % R.O �ilFY7 ,"I'm 78/63°F 78/63°F EnergyPro 5.1 by EnergySoft User Number: 2655 RunCode: 2012-10-10T18:31:32 /D: Page 12 of 12 i' [THE IRON SHOP"'.) or The Leading Manufacturer of Spiral Star KITS ENGINEERING ANALYSIS OF STEEL AND ALUMINUM SPIRAL STAIR KITS 5,_0j 6-6A, 6' -OA, 6'-6", 7'-0A DIAMETER CODE STAIRS MODEL NO.: STANDARD #111 CODE: 2011 CITY OF LOS ANGELES 2010 C.B.C. / 2010 I.R.C. & 2009 I.B.C. & 2009 I.R.C. LOS ANGELES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN #111 CITY OF SAN DIEGO STANDARD MASTER PLAN #25 PTS PROJECT: #231316 THIS ANALYSIS VALID ONLY WITH WET SEAL & SIGNATURE OF ENGINEER jAg y j 12 mist BUILDING CODE, CITY OF LA BUILDING & SAFETY D APPROVED FOR CONSTRUCTION DATE A9 LIT2�. B&lip � Nov o 6 ZO iz WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 605-10100 • FAX (909) 606-8699 Main Plant i Showroom P. O. Box 547 400 Reed Road Broomall, PA 19008 (610) 5447100 (800) 523-7427 Fax (610) 5447297 Southern Showroom & Warehouse 6556 Superior Ave Sarasota, FL 34231 (813)923-1479 (SDO) 648-6990 Fax (813) 923-6176 Southwest Showroom & Warehouse 8718 Westpark Drive Houston, TX 77063 (713) 789-0648 (800) 438.4766 Fax (713) 789-0720 Midwest Showroom 3 Warehouse: 886 Cambridge Drive Elk Grove VI., IL 60007 (708) 952-9010 (800) 463-4766 Fax (708) 952-0498 Northeast Showroom 3 Warehouse: 500 West Avenue Stamford CT 06902 (203)325-8466 (800) 523-4766 Fax (203) 967-4677 P. O. Box 3008 3949/D Guasti Rd. Ontarto, CA. 91761.0901 (909) 605-1000 (600) 382-4766 Fax(909) 605-8899 \4 fWOOD EngiIIleriIIg, Inc. saga SPIRAL sir w. / OF 13 STAIRWAY be NO. 65-62 a, . �ore�w+sv l- 7-/l 10040 Foon+iu BOULEVARD Fon THE IRON 0p1E RANCHO CUCAMONCA, CA 91730 (904) 989-2087 - FAX (904) 989-8106 SHOP OE9CdED 8��. At SP/RAL 57-AIRPYA MODEL NO.: STANDARD CODE.20// G/TY OF L05 ANGELES BU/LD/N6 CODE - 20/0 CALIFORNIA BU/LD/N6 CODEW/TH L A G/TY AMENDMENTS 2010 G.B.G. d 2009 /B.G. 20/0 CALIFORNIA RE5/DENT/AL CODE 4 2009/NTERNAT/OVAL RE5/0ENTAL CODE. LOAL75 D.L. _ /O.O P -5-F. 300 GONG. I.L. = 400 PS F. (OR 40 P.S.F. 5NON) OR LOAD AT T.L. = -500 P.S.F. EDGE OF TREAD OR -1000 ON 4 Sun. /N. OTHER I-OAD5 WA 20 P.L.F. /N, OAUT ESB TO 6ENERAL PURL /C. 50 P-LF. AT TOP OF HANORAX (NON-RE5/DENT/Al.) 200 LB. ON HANDRAIL /N ANY OIREGT/ON 500 ON ONE S0: FT. ON INTERMEDIATE RA/L5 (NOT Re&vmED 5/1,-RIL TANEOY/SL )e W/TH ABOVE OTHER LOADS) ONE-THIRD ALLOHG4BLE STRE55 INCREASE NOT PERM/7TED W/TH OTHER LOADS (1607.7.1.3 DELETED) WOOD FAigineerlsWo Inc. sumac* 5P/RAL 9�mw. -2 9F_ B,y,..s9 STA/RWAY roew 65-62 aa,.,�a�e+svcas� 10040 FOOlHU BOULEVARD Fon THE IRON oA>E RANCHO CIX:AJy10NGA. CA 91730 . (909) 989-2087 - FAX(9091)98"106 SHOP pEWAW By 5P/RAL 57-A/RWAY REOY//REMENT5 /J (!009.1) W/DTH = 44" M/NII-VM BUT, FOR SPIRAL, EXCEPT/ON 2, 26 " M/NIA-VM PER /009.9, AT $ BELOW HANORA!L. 2J (1009.2) HEADROOM = 60" M/N/MUM BUT, FOR 5P/RAL, EXCEPTION, 70" MIMI-VM PER /009. q 3J (/0011.4) TREADS = //" M/N/hRJM, RISERS = 4 " M1Mlt- IM d 7" MAX/NllJM BUT, FOR 5P/RAL, EXCEPTION 3, TREAD = 7.5" M/N/Nll/M AT /2" FROM NARRO/N EDGE AND R/5ER = 9.5" MAX/MUM PER /009. 4J (1009.4.4) TOLERANCE BETWEEN LAR6E5T AND SMALLEST TREAD OR R/5ER SHALL NOT EXCEED 0.375 INCH. 5J (1009.4.5) EXCEPTIONS SOLID R/5ER NOT REOVIRED FOR SP/RAL 5TA/R, BUT G.RG, / I.R.G. L/M/T5 OPEN/N6 TO NOT PA55 4" DIAMETER SPHERE. TREAD 9116 " MAX. RAD/U5 rJ v X 125" MAX. v0 n h,k WOODBo�seelM$, Lic. ' ara�cr SP/RAL %IEETND. 3 OF WOOD Inc. ssEcr SP/RAL- -..: ' :SHB:7w. '4 OF_ STA/RWAY 65-62 5TA/RRYAY mew. 65-62 nra.6+.vr ca..�s�sn.croraisv� roe w. /-7-// rersi6..Fr ow...vrerrd.rra++ac�v+ °"� /-7-//_ 10040 FOOTHILL BOULEVARD FOe THE IRON °"'� 7OD00 F00 AM BOUT. CA 91 CA 91730 RANCHO CUCAW1FAX Fon TME IRON SHOP SHOP RANCHO GY)CFUy10NCsA. CA 91730 (904) 989-7D87 - FAX (DOD) 99P8106 pEy� By �. W . (909) 98¢2087 - FAX (904) 909 106 (90 pFSIWM e`/ -=l W . SP/RAL STAIRWAY REO/)/REMENT5 6J (/0095) LAND/N6 W/DTH t-V5T EQUAL W/DTH OF 5TA/R. LAND/N6 D/MENS/ON /N 0/REG T/ON OF TRAVEL hIII5T E2X/AL OR EXCEED W/DTH OF 5TA/R5. DOORS SHALL NOT OPEN OVER LAND/N6 7J (10096,/) WALK/N6 SURFAGE5 SHALL BE A SOLID SURFACE. EXCEPTION: OPEN/N65 PERM/TIED THAT WILL NOT PA 55 112" DIAMETER SPHERE ELONGATED OPEN/N65 SHALL BE PERPENDICULAR TO TRAVEL. 6J (/009.61) OUTDOOR 5TAIRS SHALL NAVE SLOPE NOT TO EXCEED 2jj; TO PREVENT WATER ACCUMULATION ON "Al-K/N6 SURFACES. 9J (/009.6.3) USEABLE SPACE UNDER SP/RAL 5TA/R5 SHALL NOT BE ENCLOSED. /OJ (1009.7) L2 FT. MAX116,VM BETWEEN FLOOR LEVELS OR LAND/N65. 1/J (/009.9) SP/RAL 5TA/R5 MAYBE V5ED AS A MEAN5 OF E6RE55 ONLYW/MIN DWELL/N6 UN/T5 2R FROM A 5PAGE NOT MORE THAN 250 SOFT. AND 5ERV/N6 NOT MORE THAN 5 UGGUPANT5 O_R FROM 6ALLER/E5, CATWALKS, AND 6R/D/RON5 /N ACCORDANCE WITH SECTION /40/5.6. 5P/RAL 5TA/RJ147REMIREMENTS L2J (/009.!2) HANDRA/L5. HANDRA/L5 BOTH SIDES, BUT, FOR SP/RAL 5TA/R5, EXCEPT/ON 2., HANDRAIL ON ONE 5/DE /5 PERM/TIED. /3J (10/2.2) HANDRAIL HE/CWT = 34 " M/N/MUM d 36 " MAX1I-VM. 14J (10/2.3) HANDRAIL GRASP TYPE / OR TYPE CIRCULAR: 1.25" M/N/!Vf^1 d 2" MAXIM&M. NON-G/RCVLAR: 4' M/NIMPIM d 6.25" MAXM-VM PER/METER d 215" MAXM-W CR055-5EG TION. HANDRAILS W/TH PER/METER GREATER THAN 6.25" SHALL GOMPL Y *Y/ 7H TYPE 1/ O/MENS/ON5 OR eculVALENT 6RA5PAB/L/TY. ED6E5 SHALL HAVE 0.0/ INCH M/N/NBIM RADIL6 HANDRAIL 15J,11012 4.) HANDRAIL 6R/P SURFACE :�Ofo,5 LLU5TER SHALL BE CUNT/NLS W/7HcvT ALLER INTERI/PT/ON BY NEWEL P05 r5 N HANDRAIL OR OTHER 065TRGOT/ON5. OT (NEWEL POSTS PERMITTED /N R-3). TRUCTION, EXCEPT/ON 3. /6J (/012.6) HANDRAIL EXTENSIONS. HORIZONTAL rop EXTEND HANDRA/1- /2" AT TOP d BOTTOM $ RETURN CONT/NUE TO GUARD EXCEPT SLOPE /2' HANDRAILS /N DWELL/MG5 NEED ONLY EXTEND FROM TOP R/5ER TO BOTTOM L2 R/5ER (xor RECTI/RED TO BE ACCESS/BLE). BOTTOM 0"9/ AVS LrLI = /o /Jt (obl/sgoJ(o /Xsb OJ9sz� o = 11MI-11A P;/ u> '> 954rae0 = 'b CBL 39vd -7:79-v— ,_ ' O/9/2V --" O-P, > O-Z= 5/4rI = MIN) (3b/Ll2'7DU5 O/9/a(%'Q"S'9) 5g0 = 9 a(0 0 1J 0"L S"9J (51,N3Wda b X53 NO 5.=Qa1N "577/H ON) 07 = u> N 1H9/3H 3a1/JSOdX315NOM (d3a/H d0 av31N35)109 = z Z dX&X.9atov / a h (E-9 9792.)P 9/A d 9b O y k(l/ atO / .(YOV-:U V.c 5)Nt/d/l7�0) (/-9 979V .I) 07 (>VcW.9WVaWd 3-'7lJl b'7 01 a(V7/WI9) (0-9 379V1) 590 = Pel Ob = A 9/ aN31ddHV 2V3d S;CV07Nl/M XdW ,L 7t dW , 9E = H %V9/530 2fOd 50-/ WOV V V ONt/ 56 A49V V V 397 N/W 16 "S"bl 7b,�/l.t 7t�Nt� //ZOOl) (7 �ON/M �/ - / u �/^l%I/V�/�%I%b�% oz G7G-L0 V 5CV/07 7tN3L tel .M r` AS G*F-XS309018.686 d0/•15 (606) XVI - L90Z•6% (606) "M 'r. AB avema 3N1N1 90t X696 (606) XVi - LSOL-686 (60N V3'V4OW-WVU OCL L6 OCLt6VO•V4JNOWVOnO0H3MRJ tzrnrn3inoern(iooaovaol 31va O OB opmt e.oa�sAvo.rovA� 3N1 tlO' NOW t9-59 ON �Av— +�Z QOOM Z9-59 'ON Or .c t�Mal/115 1 a�B I �ftp 10 d QOOM .0 ►�MaV 1/15 —ao 9 n1ti33rs 7b27d5 "' 7VNZ.(5 Lo9v W1 S"V Hl /M .L 76040J 77VH5 51709 ZO-00/S T9 TV a/-94=t 73315 39t/91H9/7 771/ 31 W77b'/l3 0574 0311/WaV-36f JON S/ 3/A09t/ 51/N/7 9N/773M0 35b3a�N/ E// "5sa'dd 73315 771/ 31 b'/17►/i�3 7t�/,t7/A/ON/ N/ 0311/Wa9d 3a�3Nd5 a�313Wd/O „SLE"tom 3a�3Pfd5 a�313Wb'/O./t Ol 031/;/7 5/ 53/�Nb'd/lyJO W019172NOV S P Fl 9 r-/ d/702v9 N/ N401N3N,=(1W3 NO SW315.c5 7t/-*2/Nb'HV3W a/O WV12U5373 9N/8! -k:l IsyN-7'SY"d 553V5)t,,01 92VIV15 3a�3Hd5 a�313Wti/O 9 Sa'39W3W 7VN/LL 5yW 5 d SSb�d JON 77t,'HS 7/VN WO11O9 d0 N9/S 3N1 aOd NO/11/�ldl�3d5 . P C7b'3aCL 635/2/ 1 d 9N/N3d0 a7J9PVV14a Nt/2IN-4fi b' H1a(ON al3d 73315 03;?JOd-070V (O/ZZ) ("S -U 'SSb'd 10N 77/M 3a�3Hd5 2+313;1/10 „ice 1 t/Nl Ha'19 SN2 V311 ted a(0 GtV-:U 9777V G O"E NVN1 7A VH 77V A05 SOa't,'1W N/ 561N/N34/0 (E"E/Ol) ('OZ x1316'32/9 5/ d 3a�3HM 'S3Wt�d 03�►�a/9 ONb 53Wt2/d 1N3;0; 2/0d 3a�b SNO/1 b'�ld/�3d5 SO-l�E "�'S7"b (tom 535N"t ;W751 9N190N OV3aU 3/A09t/ „9E (Sb' SEE �S7b' 335 7/tNONdH Ol „}•E 39 .4 VA4 9N/773M0 N0/13730.(B O3M077V a39NO7 ON S/ 5I49/35 P 71//70//LION/ N/ 71VNCNVH t/l I "�I / 5Y 03S/1 SONW79 HVIH „Z3 ON/M a(Od 35d32V:,N/ E//) 300 9N/O7/17B 379d:P17ddt/ 39 77VH5 9ONVI79 (Z"E/OI) N id SNO/1 t W1GWOV Ot/07 Z9 096" "V 57"t/ 213d (E 9N/ONt/7 ON1/ .( VMall t7'1 S NO 032 70-92V "SOa�dn9 (/ E/0/) ('L,/ O'E NbNl b� 432/9 5/ b d/ p lbt�d 50-/P,E •O"57*t,'aN3d N9/530 ::;'/WS/35 (Z"SOZZ) /Z '93H:2N/ SYS NVHl 3210; .c dMa(lb'15 d0 59N/07//19 73315 7"/Ll �//W 5 Z(Od 91VO191A021d 77VM N10/M 03x(1nO---W OUNI V/WS/35 C-0- 10-G "�?"S"/"V ONV 99N/07//IB 73315 123!70a44d JON 77t,'H5 7t2N/L :?/ 5 NOV NOU Vt /d/23d5 /# 1N3W37dd/15 \ 7/V2VONV H I V 77VM 7/b2�ONbH (9Z/O/J i9l 1569-SEE �'S"l"b 53035)29d/l5 H�IHM NO 53903 da�t/H5 ON SO-09E "�"5""/"d a�3d N9/530 553DU5 379t/M0/771/ (/'S/OZZ) ('l ,Z// / 9:;W"y370 (L Zl0/) ('i GLN3;3a1/170-4N.(VXfb/6'15 7t�/ds M 'G_ A9 a*eomo BONS 9019.686 (606)XVi - LOW-696 (606) M 'r- A9 GDIDI 3a BONS 9018-686 (6067 XVJ - IOOZ-696 (606) OW6 VO'VSNOYWOnO OHOWU "Of OCL16 VO'V9NO4W0nO OHONVNLai Ottvn31no9 T1IHiO0-J ovoo t t3iMn3tno9 ruuooi ovoot NOW 3N1 -L �°° N40NI 3H-L Siva // -/ Adgtaay7A?RB/P�F1aMVAR7 qW •a1 am Z9-59 —ao ot1i33Hs 6r s *=q �$ QOOM V Z9-59 a" eor iO -0N1� 6+.ep°"¢s *Imj l9u! a00My 1 � .t NMaI/6'15 76'21/d5 — 9 7th/d5 S 7j� sir 59 -/RAL srwo. `1 OF - WOOD 5TAIRNA Y 65-62 rarars.vr loam FOOTHILL BOULEVARD9-8Fon THE /ROH 0ATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (904) 98106 SHOP DEMNED BY----='. W . LATERAL LOADS N/NO 3/4 " 50. PROJECTED AREA (A V6. PER FT) BALLUSTER TREAD = ((4" + 2 J/?J40" x ® 4" O.G. AVC7. (2/3)(/2'%4" o.C,.Wr s -2'0.C. AV6. _ /07 W. IN -IF PRO -156 TION AV&..'$-ACIA6 6ALLU5TER5 = 0. 75 '4 r,2'%/2J x /2'%FT. =.27 50./N/FT. HANORA/L = 2" m x L2'%FT = 24 50./NIFT. 5PL/GE COLUMN = 4"x /Z%FT. 2nd 5T0/RY = 46 50.INlFT. 2"4P ATOTAL = /07 +.27 *.24 r A9 MAX. = 206 50.IN-IF T. AF = (206/144/ _ /.43 SCJFT/FT. U A6�eo55 = (44"x /2 Y//44 (2TAD 6 Q = 3.67 W..FT/FT.. PROJECT/ON f = A) -/A6 = 143/3.67. 4" m 0.39 0.3 �O7 GF = /.6 (F/6. 6-22 LA MC 4- 40- FRAMENORKS, FLAT 5/DED MEMBERS,)' T-Om MAX. WOOD I�fC. aeEc 59 -/RALE /� aF- =b� STA IRNA YMD. 65-62 10040 FOOTHILL BOULEVARDTHE IRON b1TE RANCHO CUCAWIO -. CA 91730 Fon (909) 989-2087 - FAX (904) 969 8106 SHOP DES HM BY LATERAL LOADS G.B.G. / LB.G.: Ss = 2.65 /.30 GODS. ZO/O G.B.G. / 2001 I.B.G. I.B.G. /6/3.1, DEFERS TO A.S.G.E. 7, EXGLU0/N6 CHAPTER /4 $ APPEND/X //A. 1J (/14./J MAPPED ACCELERATION PARAMETERS Ss (0.2 5EGJ = 26" OR 2.0 (F/6. 5� (/0 5EGJ = 130 OR 1.0 0F/6. 22-2) NORST CASE FOR M05T OF GAL/FORN/A f UN/TED STATES. (BUT 55 NEED NOT EXCEED /-5 PER /2.6.13 ANALYTICAL AND /2.14.6./ 5/MPL/F/E0 FOR RE6ULAR 5rRUG7URE LE55 THAN 5 5TOR/E5 s T < 0.5s,) 2) (/14.2,) 5/TE GLA55 51 7E GLA55 = D (DEFAUL T N/O 501L5 REPORT UNLESS E OR F /5 REDO BY BLDG. DEPT) 3) 4.315/TE COEFFICIENT (FOR 5/TE GLA55 D,) 125 .: Fo = 10 (TABLE /1.4-1) OR Fo = 140 N/ 5/MPL/F/ED DE5/6N PER 12./4 5 > 0.50 .: Fv = 1.5 (TABLE //.4-2/ (N/A FOR 5/MPLIF/ED/ WOOD � InC. gAza 5P/RAL SHMNO. /o OF - ow STA/RNAY "too. 85-62 14040 FOOTHILL BOULEVARD;p, THE IRON DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESK•M BY LU: LATERAL LOADS N/ND I F = Gjr 6 Co- AP (6-5.15, OTHER 57R4/G7URV 6 = 0.85 (5EE ABOVE,) Gv=1.6 AF 1.43 F = 160(0.65)16(1.43) = 24-5 P.5.F.(1.43 SO.FT) = 35.0 SAY 35 P.L.F. GONGLUS/ON: USE 35 P.L.F. FOR N/ND LOAD ON COLUMN FOR T -0" DIAMETER MAX. 5TAhW"'r. WOOD IeC. sa�cr .SP/RAL srw./2 OF -%.W S I-.Mv STA/RW.4Y 65-61 rssr5v► . loom FOOTMLL BOULEVARD FM THE IRON Or1TE RANCHO C)CAMONGA. CA 91730 (909) 969-2057 - FAX (909) 9698106 SHOP - OES Aw Br LATERAL LOADS G.B.G. / LB.G.: Ss = 2.65 SE/SM/G (CONT J 51 = 430 . 4-),111.4..3) AOU6 MO MAXIMUM E.O. SPEC MAL RESPONSE ACCELERATIONS Sr+s = Fa Ss = /.CY265,)g = 2B5g *6 = Fv 5 = l_SGYi.3o/g = 195g - s+re c�uevr s1seD cFtiry yre tugs WA FOR 5/MPL/F/ED PRGGEDY/RE 5) (//.4.4,) 4oE5/6N SPECTRAL RE5PON5E AGGELERAT/ON5 5cs = 2/3 Sres = 2/3(2.65,)g = 140g OR MMc PIN 12WAI Sos = (2/3,)F475s = (2/3114(15,) /.40 N/ 5/MPI- /F/ED DE5/6N Sar = 2/3 5.4 = -212%11 175)q _ /.30g (WA FOR 5/MPL /F/ED,) 6) (/14.5 f 11.4.61 DE5/6N RESPONSE SPECTRUM AND MCE RESPONSE SPECTRUM NOT REOU/RED FOR L26 EOVIVALENT LATERAL FORGE PROCEDURE. (N/A FOR 5/MPL /F/ED/ 7) (11.5 U IMPORTANCE FAG TOR / /.0 FOR CY,GUPANCY GATE60RY / OR H TABLE l-/ TYP. OFF/GE. ISE. ETC. ASSEMBLY t .300 OGC1/P. SCHOOL e 250 HEAL TH CARE,( 50 NO HAZMAT 5EE TABLE 11.5-/ FOR ALL GCG(/PANG/ES WOOD EpgiIIl itlg� Inc. SP/RAL sHEErNo. /9 a_ WOOD %pC, Fsp � SUBJECT SP/RAL s+�rNO. I`; OF 5TA/R-V4Y 05-62 5TA/RHIA7' imNo. 65-82 jm w. rA*2W wp• C..,-.ws J -L"0-1 n JM ND /-7-// a.�.��rs�a er�aoaAv DATE /-7- /- 7-H aa+n�d&Aaf*tire-bftvVP Fon THE IRON 10040 Foon+lu 9ouuvARo RANCHO C OTHILL OLIL V A 91730 FW THE IRON DnTE loom FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 !Dom Foonu aBOULEVARD RANCHO CUCAMONGA. CA 91730 FOR IRON SHOP SHOP (904) 989-2087 - FAX (909) 9898106 DES) NM BY -`�. W COM989-20B7 - FAX MM 989.8106 oEsr� gl. �. w. . LATERAL LOA05 G.B.G. / LB.G.: 56 = 285 LATERAL LOAD5 G.B.G. / I.B.C.: 51, = 265 SE/SM/G Si = I30 SE/SM/G 5i = /50 6J 6) 5E/5M/G DE5/6N CATE60RY (5D.GJ (/21 /) 5TRUG7URAL 5YSTEM.• 61 = L30g ) 0.75 .: 5.D.C. = E (IV/A FOR 5/MPL/F/EO) L/6HT FRAMED nALL5 SHEATHED W/TH WOOD STRUCTURAL PANELS. Sas = 1.90g ? 0.50g $ OCCUPANCYCATE60RY = /l .,. 5. D. G. = D OR 5os = 1.40 > 0.50 .: SD.G. =0 FOR 5/MPL/F/E12 BUT 5 = 1.30g > 0.7Sg .: 5-O.C. = E (WA FOR 5/1-fPL/F/E01) Soi = 130g � 020g d OCCUPANCY CA7E60RY = H .: SD.C. = D (WA FOR 5/MPL/F/EDl BUT 5 = 1.30g 0.7-',g .: 5. 0. C. = E (N/A FOR 5/MPL /F/ED) CONCLUSION.• OR SD.G. =0 FOR 5/1-fPL/F/ED. FOR SD. G. = E OR F, STRUCTURE SHALL NOT BE LOCATED WHERE THERE /5 A KNOHN POTENT/AL FOR AN AC r/ VE FAUL T TO GAV5E RUPTURE OF THE 6ROLWO SURFACE AT THE.57RUGTURE. (WA FOR 5/MPL /OJ (!2./4,/) 5/MPL/F/ED DE5/6N /5 Nor APDL/GABLE 5) $ 6J ARE NOT 5AT/5F/ED. R = 6 //2 ,-- Fte 5'-' o+AA+e As++ NIA ,(lo = 31- 1/2 = 2 //2 12.) (/2.2.3.1) COMB/NAT/ON OF L/6HT FRAMED NALL5 NHEN USED WITH 5P/RAL' 5TA/R (ORD/NAR), MOMENT FRAME) R=3//2,r6//? ,(l o = 2OD- WA /3J (/22.5.7) 57-eEL ORD/NARY MOMENT FRAME /5 PERM/TTEO /N L /6HT FRAME !/P TO 35 FT. /4J (2.32.0 FOR T)P/GAL 5P/RAL 5TA/R5, NO HORIZONTAL /RRE6ULAR/T/E5 PER TABLE 12.3-/ /o.: NO TOR5/0NAL IRR5CW1LAR/TY. /b.: NO EXTREME TOR5/0NAL /RRE6ULAR/TY. 2: NO RE-ENTRANT CORNERS ' • - 3.: NO 91APHRA6H 0/SG0NT/NU/T/E5 .> 50 S OF AREA. 4.: NO OUT OF PLAN OFFSETS. 5.: NO NON -PARALLEL SHEAR NALL5 N/7H MAJOR AXIS WOOD F�acerLlg, LIC. sLl"a SP/R.4L .- s�rw. /5 OF- WOOD jpt. f =ib SLfUEa SP/RAL , .... MET MM /6 OF - 5TA/RNAY 65-61 5TA/RNAY jm 65-62 mxE w jm w. 7ftma - . mrn�.arslr..irorB1iv11ep� /- 7-H aa+n�d&Aaf*tire-bftvVP /-7-H loom FOOTHILL BOULEVARDIRON FOR THE DATE !Dom Foonu aBOULEVARD RANCHO CUCAMONGA. CA 91730 FOR IRON RANCHO CUCAMONC�A. CA 91790 C909)989 -2W7 - FAX (904) 9998106 SHOP DF961ED Br . W C9091)989 -2M7 - FAX (909) 9'89.8106 SAVP DE9p®Br LATERAL LOADS G.B.G. / I.B.G.: 53 = 2.85 5E/5M/G 51 = 430 /5) (/2322) FOR TYP/GAL 5P/RAL 5TA/R, NO VERT/GAL /RRE6ULARMIES PER TABLE /2.3-2. /o. d /b.: NO SOFT 5TORY. 2.: NO NE/6HT MA55 IRREGULAR/TY 3.: NO VERT/GAL 6EOMETR/G /RRE6d/LAR/TY. 4.: NO VERT/GAL IN -PLANE D/5GONT/NUMIE5. So. $ 5b.: NO WEAK STORY OR EX7REMEWEAK STORY. RECVNDANCY, RHO RHO = IO (NON-BU/LD/N6 5TRLC7URE NOT 51M/LAR TO BUILD/N6) RHO = IO /7.) (/2.4.2) SEISMIC LOAD EFFECT E = Eh + Ev FOR COMBO 5 $ 6. E = Eh - Ev FOR COMBO 6. 149,),112.4.2.1) HORIZONTAL 5E/SM/G LOAD EFFECTS Eh = p DE = /.OV OR /.OFP /9,) (!2.421/ VERT/GAL SEISM/G LOAD EFFECT Ev = 0?5D10 = 0.2(/.33)0 = 0.2660 LATERAL LOAL75 G.B.G. / I.B.C.: 5s = 2.85 5E/5M/G 5i = /•3 20J (L7.4-23) SEISM/G LOAD COM6/NAT/ON5 ALLOWABLE 57RE55 DE5/6N 5. (/.O+O./4505)0+H+F+0.7p OE 6. (/.0 + 0.1055D5)D + H + F + 0-525P OE +0.75L +0.7S2rOR5ORR) 6. (0.6 - 0./45D9)D + 0.7p OE + H 21,) (/2.4.23) SE/5M/G LOAD COMB/NAT/ON5 ALLOWABLE STRESS DE5/6N EVALUAT/ON COM605. (/0+0.14505)0+H+F+0.7p OE NOT A GON5/DERAT,!ON NO FLUID FOR LATERAL DE5/6N, PRE55URE5. BUT D /5 U5ED FOR COLUMNS. LA TERAL EARTH PRE5511RE /5 NOTA CONS/DERAT/ON. GONGLUS/ON.• (/.O+0.14x/33)D+0.7por 0.V.0J0E = /./6D + 0.700E ` WOOD rit�p� Inc. sualEcr 59-/RAL STAIRWAY �, ,�. /? �F_ WOOD E -91 eering, Inc. ,�. SP/RAL STA/RHf4Y /8 .w. OF- me NO. 85-82 ""a loono FOOTHILL BOULEVARD DATE 0040 FOOTHILL �� DATE wx THE IRON wB THE IRON 51'/09- RANCHO CUCA&AONGA, CA 91730 09) (909) 989-2087 - FAX (9989-8106 DESIGNED BY -`�' . W . C kpAC"BOULEVARD RANCHO G 1V 730 C904)989-2087 • FAX (909) 989-8106 DESIGNED BY --�. W . SHOP LATERAL LOA05 G.B.G. / LB.G.: 5s = 2.85 LATERAL LOADS G.B.G. / LB.G.: 55 = ?,85 5E/51-f/G 51 5E/5M/G 51 _ 1.30 2/J (1242.3) 5E/5M/G LOAD COMB/NAT/ONS (CONT) 22J (/2.4.3) 5E/5M/G LOAD EFFECT /NGLUO/N6 ALLOWABLE STRESS 0E5/6N EVALUATION (CONT) 0vER5TRE1v6TH FAG TOR. NOT ADPL/GABLE COMBO 6. (/.O + 0.1055D5)O r H r F FOR L/6HT FRAME, 5EE /2.10.2./ r 0.525p OE + 0.75L COMBO 5. 23J (L25) O/REGI/ON OF LOAD/N6 _5,EE + 0.75(Lr OR 5 OR R) (452) 5E/5M/G DE5/6N CATE60RY B 2 ORTHA60NAL O/REGT/ON5 FOR EXTERIOR 5TA/R Lr; NEGLECT INTERACT/ON. d R ARE LE55 GR/T/GAL (12.5.3) SD.G. G THAN O 75L OR 0.755 SAME A55 VNLE55 TYPE 5 HORIZONTAL (0.755 GR/T/GAL N1 /RRE6ULAR/TY PER TABLE /2.3-/ 5N0{N FOR 5E/5M/C) NO /RRE6/LAR/TY .: SAME A5 B. SD.G. D, E, d . F FOR 5P/RAL 5TA/R5 /NTER5EGT/N6 COLUMNr (/.O + 0.I050.33))D r 0.525(/.0)0E + 0.755 OR 5HEARWALLS FROM 2 D/REGI/ON5 ARE 1140 + 0,5.250E + 0.755 NOT GR/T/GAL FOR COMBINED LOAO/N6. 5EE COMBO 5, GONCLU5/0N: COMBO 8. (0.6 - 0.145L75)0 + 0.7p QE + H DE5/6N FOR 5E/5M/G LOAD FROM 2 ORTHAGONAL AX/5E5 (0.6 - 0.14(/.33))0 + 0.7(/.0.)0E TYPE 5 HORIZONTAL /RRE61LAR/TY 0.410 r 0.700E LE55 GR/T/GAL NOT PERM/TIED. THAN COMBO 5. FOR: COMBO 5., 6., d 8. 5, d 6. ARE GR/T/GAL. 24,) (/2.6) ANAL 715/5 PROCEDURE - FOR 5.0. C, OCCUPANCY CATE60RY- 415€ Va mM54cI v = 0.70E W 1./80 (CO"-00 5J A.5.0. L/6HT FRAMED NOT EXCEED/N6 3 5TOR/E5 - r , OR ✓a(secr� = 0.5250E W 1.140 + 0.755 (COMBO 6J USE: EGXJ/VALENT LATERAL FORGE ' ;� ^" ' PROGEG7/RE PER TABLE L2.6-1. v �R �SP/RAL _ SNEETN0. /9 (1F_ WOOD neerbn& inc. WOOD InC. slalFcr SP/R.4L saEErRo �O aF_ sv.ZWswm- ow5TA/RWAY 85-82j�+ __5TA/RWAY� 85-82i �oB No. 10040 FOOTHILL BOULEVARD THE IRON DATE /-7-// marr+�r ca.aenaversv� a� /-7-// 3 FOOTHILL + 'E IRON RANCHO CUCJ48AONGA, CA 91730 FOB (909) 989-2087 - FAX 0904) 989-8106 SHOP DESIGNED BY : �. W . RANCHO040 q(�� 19 730 C909)989-2W7 - FAX(909)9098106 5HO DE9DN® BY �. L41. LATERAL LOA05 Q.B.G. / /,B.C.: Ss = 2.85 LATERAL LOADS G.B.G. / LB.G.: 55 = 2.85 SE/SM/G 51 = L-',0 5E/5M/G 5/ _ 1.5 ?5J (42 72J EFFECTIVE SE/5M/G nE/6HT (WJ 27J (/?.8) EQU/VALENT LATERAL FORGE PR(57eEDURE R = 3.5 (TABLE /?2=1, G.4) W = D + 0.25 57ORA&E + /O P.5.F, PARTMION BUT U5E R = 3.0 PER A.1.5.G. 5PEG. AL/ r EOU/PMENT r 0-205 /e = LO (TABLE //.5-l) 0CCVPANGY CATE60Rr / OR /1 WHERE 5 > 30 P.5F, I i (0.82/) 5210IN6 PER/OD WHERE 20 P.5.F. /5 115E0 (12.8.2) r= To = Ct (M)^X Ct = 0.028 FOR VERT/GAL LOA05 I (TABLE L2,0-2.) T = O.O?�36% O.8 X = O.BO COMBO 5. W = 1./80 = 0.028(/5/9) hn = 30' MAX, COMBO 6. W = 1.140 + 0.755 0.43 e 0.5 d (MIDDLE OF e 5 5TOR/E5 M,A55 AT 5s = /•-509 3-STORY) 26J (12.7.3) STRUCTURAL MODELING. FOR L/6HT FRAME 5TA/R5 W/TN FLEX/BLE 155 _ /50g l COLUMN, 5T/FFNE55 AND D/5TR/BUT/ON OF 51 = Ing F 5EE (12620 )) FORGES WILL NOT BE GON5/0ERED. 51 TE CLA55 D (5EE 2J) Ss > 1.25 .: Fo = /.O 5 > 0.50 Fv = /.5 5ms = Fo Ss = 1.O x LSOg = 1.50g Srw = Fv sl 1.5 x 1.30g 5v3 =.21-3 5 0 =.21%15:58) Sa = 21 5.4 = 2/3(/. gSyJ = 1.308 t isAxa WOODEngUmu tt Inc. 5P/RAL s�rr+o. 2/ OF_ WOOD EngbiewhW, Inc. sl+Kr 5P/RAL 5TA/R/•VAY smmw. ?2 OF_ 5TA/RNAY �..ro imw BS -82 -NO.'.65-62 /-7-// m,,,�e�rwe++snt»n DATE /-7-// FM THE IRON RANCHO C OTHILLBOULEVARD AONGA. CA 91730 Fon THE IRON DAZE 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 �`- SHOP 5HOP (909) 989-2087 - FAX (909) 9'89.8106 OESIGNED BY �- . W . (909) 989-2087 - FAX (909) 989-8106 oEslr� er . Ltl: LATERAL LOADS G.B.G. / LB.G.: ' Ss = 2.85 LATERAL LOADS G.B.G. / LB.G.: Ss = 2.e5, aJT s+ IM CALCM^rW. S&F Sap/30 5E/51-f/G 27,)11/2.49,) 50U/VALENT LATERAL FORGE PROCEDURE (GONV 2BJ (2.6.3) VERTICAL 12/5 TR/BUT/ON OF 5E/5M/G FORGES Vence = Cs N T = 0.43 < 0.50 (5EE 27,1 Gs = 5os/(R/la) .-. K = lO Gs = l0 / (3.0 / /Ol = 0.333 hx = 30' V = VSA -w °es"s'"' "I _ /'Vx = N/3 Fx=CvxV OR hx = 30' GR/T/GAL GS MAX = 501 /• T11R / 1el . Nx hx k 30N 30N / _ /.30 / (0.43/30 / IO,)J Gvx _ = = = 0.56 6W r /6W + 30W 54W i = / OR •Gvx=0.56 Gs roK = O.O/ N Fx = 0.56 Ve+se OR = 0.56(3W x 0.233) 3O' Gs.ont = 0.5 71 / (R / /e,) = 0.X/30//(3.0//OJ = O?l7 Cs=0.333 OR Vance = Gs N = 0.333W N PER2/,) (/2.4.3) A.5.0. DE5/6N EVALUATION = Fx 0.56 Vence FOR BA5/G COMB/NATIONS = 0.56(3N x O./75,) VSAW = 42e = 0.333N = 0294N U_5€ COMBO 5 U5E-• COMBO 5: V&4 VESASW = O 7(0.333/'1) r 400 A. 5.0. , -W = 0233N « 1./490 Fx = Vie = 0.341/N N OR OR COMBO 6: Vanseaeswv = 0 570333HU « /.140 « 0.755 COMBO 6. Fx = 0.294N 3N i =0./75N*1./40+0.755 " WOOD Endo, �M.c` suact� 5P/RAL sNE> r w. 23 OF- WOODS suakcr SP/R.4L = 5TA/RNAY sr�Fr r+o 2'¢ oF_ . { s„Amm's � STA/RNWY 65-492 �'�"'�'° ,Deno. 65-492. 1 nsxd.w• m..� -W&Asfrrre"W V.W J06 w. /- 7-// Ab d mW& co�...ors a.s e.�6utilPaa pr DATE /-7-// Fon THE IRON 10040 Foo1r� B011IEVARD �n THE IRON DniE 10040 FooTM°LL BOULEVARD RANCHO CUCFJylO1VCsA. CA 91730 SMOP SHOP RANCHO CUCLAMONGIA. CA 91790 (909) 96P2087 - FAX(9091)9898106 . DESIGN® er - . W . (909) 98912097 - FAX (909) 989.8106 D gy LATERAL LOA05 Q.B.G. / LB.G.: 59 = ?.65 LATERAL LOADS G.B.G. / LB.G.: Ss = 2.495 Aff 45C.ALe� nW'- 51 = /.30 5E/5M/G ao is c Accu-+rtn Si = /.30. 5E/51-f/G 29.1(12.8.41 HORIZONTAL SHEAR D/5TR/BUT/ON " Fs = 0.391 Nx Vx = E Fi SUMMARY. A.S.D OR 0.391 He /. /e = 40 J OCCUPANCY CA TEGORY / OR /1 Vx = 0.391 *Yp GR/T/GAL ® 3RD LEVEL 2. 5s = 1.50g, 51 = /.30g (aUT FAD FOR Ss = 2.495 DUE TO Gs BA5ED UPON MAX. Ss FOR r< 0.5s,) V5E. SAME A5 25✓ 3. 5/TE GLA55 D ' 30.,) LOAD COMB/NAT/ON SUMMARY 4. 5cs = IOOg , Sor = 13Og 5. 5E/5M/C DE5/6N GATE60RY.• E 1/5E-• COMBO 5. l -e FCC50v = 0.39/N « /./60 6. SE/SM/G FORGE-RES/ST/NG SYSTEM.• ' - OR ORDINARY MOMENT FRAME COMBO 6. 7. DE5/6N BA5E SHEAR: FDnswN = 0.294N « /.140 r 0. 755 ✓a+se c1ESACW = 0.233N 'BUT 0.39/N FOR 3RD LEVEL 5TA/R. B. 505M/G RESPONSE COEFFICIENT- Gs 9. RE ,PON5E MOD/F/GA 770N FAG TOR: R = 3.0 /O. ANAL 7.5/5-ROCED&RE. EQUIVALENT LATERAL FORGE r SUM -M ® 6A56 = 3(217)12/ 2 + /2.5(211,)?/6 = 268X X = (/262 + /752) / 268 = A24" Munif = 17-1217- 11.24,) = 1651"0 Mconc =(300+x/2)(28.5) = 4-2'75"#- 60V. LOAD 5MAR/NG BY (2) 7REA05 CONNECTED AT EDGE WI TN BALLL15TER (SPINDLE) WOOD Et neering, Ine. s�cr 5FIRAL SMEETNo. 25 OF_ WOOD InC. awEcr SP/R.4L swHo. 26 OF_ 85-82 33" STA/RWAY 85-82 4?" STA/RnAr' 85-82 8.55 mm. w& R.R.w.lrarsv�in /0./0 /-7-// FON TME IRON DATE DATE RANCHO CUCJAMONGA, CA 91730 (9 989-2087 - FAX (904) 989-8106 09) 10040 FOOTHILLeouLEVARo RANCHO CUCAMONGA. CA 91730 FOR ME IRON DAZE 10040 FOOTHILL BOULEVARD RANCHO CU CAMONGA, CA 91730 Fon TME IRON SHOP 1010 P.5.F. L.L. j 44/ (904) 989.2087 - FAX(909)98"106 5MOP DFSIGNB) SY �. W . (909) 989-2087 - FAX (909) 989-8106 2170 DE4C�1®8Y �. (Ai. 388 TREAD DE5/GN 1/24 TREAD DE5/6N (/00 P.S. FJ /00 P.5.F, L.L. /317 5'-Q D/AM. TO 7'-O" D/AM. /5.31 SAMPLE GALL: (5 =0" D/AMJ /7.76 R = ?'-6" TREAD SAMPLE GALG; 2173 o = 5/N/B/2)R = 5/N 15*R = 0.259R = 7.75" 25.69 BxR X 3,64/ 4,86/ 6,302 7,987 BASE R-1.5 nAv R-/=30"-/=217" 3/.50 34.50 37.50 40.50 A=[(3r2o%-MR-l/=(l5ro)(R-/)=-26650. IN. /50 tl� /50 0 /50 1-facao. am4zu P/wnv. = (L *,0,W144 = //00 + /0)268//44 = 205# 4,725 - - 300 6,075 va w yaaw ACV X = [3(R - 01/2 + (20 - 3l(R - 1)2161A 500 300 1 337 1 300 [3(30 - 01212 + (2(7.75) - 3X30 - 0?/61/268 [(1,261 + 1,752)1126e = 3,0/3/268 = 11.24" 249,5" !S" Mcee� = Pw,-JR - 20X30 - / - 11.24) COL. ¢ 300+ = 3,64/ 1N. -LB. / --.750 R-/.5=30-1.5=28.5" R=30" i MtcMe. _ (Pine/2)(R - /.5) = L-0(28.0) = 4,275 /N. -L6.- 60V. SUM -M ® 6A56 = 3(217)12/ 2 + /2.5(211,)?/6 = 268X X = (/262 + /752) / 268 = A24" Munif = 17-1217- 11.24,) = 1651"0 Mconc =(300+x/2)(28.5) = 4-2'75"#- 60V. LOAD 5MAR/NG BY (2) 7REA05 CONNECTED AT EDGE WI TN BALLL15TER (SPINDLE) WOOD En�neeeing� InC. sua,ECT SP/R.4L r - - s+ffrRo :-2B of j: STA/RHG4Y� 85-82 100x0 FOOTMLL BOULEVARD TME /Ream °ATE _ RANCHO CUCAMONGA. CA 91790 Fm (909) 989-2887 - FAX (9M 989.8106 5/iOP pewmm oy --- -. W., TREAD DE5/GN (40 P.S.FJ 40 P.5.F. L.L. SAMPLE GALG: (5'-O" D/AMJ � o = 5/N(9/2)R = 5/N 15'R = 02517R = 7.75" A=[(3+20.&2ZrR-U (1.5+oXR-//=268517/N. Ptws. = 2 + 0)171/44 = (40 + /4=681744 = 930 X = [3(R - 0^212 + (2o - 3XR - 0121611A _ [3(30 - 0^212 + 42(7.75) - 3)(30 - /)"2/61/268 1124 " 1124) _ /,6511X. -LB. R-/.5=30-1.5=28.5" Mccae. _ 1Pacer;/2XR - LV = 1-50,126. OV = 4,275 /N, -LB 60V. WOOD Engineering, Ines- :, SPiR.aL .. . sNffrNo. 27 oF_ �BQh..fW 5TA/R")' 85-82 33" 36" 317" 4?" o nw ca.., &R..sndraewwn-*- 8.55 /-7-// /0./0 10040 FOOTHILL BOULEVARD FON TME IRON DATE 32 RANCHO CUCJAMONGA, CA 91730 (9 989-2087 - FAX (904) 989-8106 09) 5 4109- DE's 81' -=x W . A w. mi TREAD DE5/6N 000 P -5-F.) 322 1010 P.5.F. L.L. WOOD En�neeeing� InC. sua,ECT SP/R.4L r - - s+ffrRo :-2B of j: STA/RHG4Y� 85-82 100x0 FOOTMLL BOULEVARD TME /Ream °ATE _ RANCHO CUCAMONGA. CA 91790 Fm (909) 989-2887 - FAX (9M 989.8106 5/iOP pewmm oy --- -. W., TREAD DE5/GN (40 P.S.FJ 40 P.5.F. L.L. SAMPLE GALG: (5'-O" D/AMJ � o = 5/N(9/2)R = 5/N 15'R = 02517R = 7.75" A=[(3+20.&2ZrR-U (1.5+oXR-//=268517/N. Ptws. = 2 + 0)171/44 = (40 + /4=681744 = 930 X = [3(R - 0^212 + (2o - 3XR - 0121611A _ [3(30 - 0^212 + 42(7.75) - 3)(30 - /)"2/61/268 1124 " 1124) _ /,6511X. -LB. R-/.5=30-1.5=28.5" Mccae. _ 1Pacer;/2XR - LV = 1-50,126. OV = 4,275 /N, -LB 60V. R 30" 33" 36" 317" 4?" o nw 7.75 8.55 173? /0./0 /O.BB R-/ n u 29 32 35 36 41 A w. mi 2649 322 374 j 44/ SOB Pww. aa 205 246 2170 337 388 'W nw 1/24 /224 /317 /4.30 /5.31 R -I -X nou /7.76 /9.76 2173 23.70 25.69 MuyiPfwga� 3,64/ 4,86/ 6,302 7,987 g96e R-1.5 nAv 28.5 3/.50 34.50 37.50 40.50 Pc4me/2 a av /50 /50 /50 150 /50 1-facao. am4zu 4,275 4,725 5,175 j 5,625 6,075 va w yaaw ACV 300 500 300 1 337 1 300 WOOD En�neeeing� InC. sua,ECT SP/R.4L r - - s+ffrRo :-2B of j: STA/RHG4Y� 85-82 100x0 FOOTMLL BOULEVARD TME /Ream °ATE _ RANCHO CUCAMONGA. CA 91790 Fm (909) 989-2887 - FAX (9M 989.8106 5/iOP pewmm oy --- -. W., TREAD DE5/GN (40 P.S.FJ 40 P.5.F. L.L. SAMPLE GALG: (5'-O" D/AMJ � o = 5/N(9/2)R = 5/N 15'R = 02517R = 7.75" A=[(3+20.&2ZrR-U (1.5+oXR-//=268517/N. Ptws. = 2 + 0)171/44 = (40 + /4=681744 = 930 X = [3(R - 0^212 + (2o - 3XR - 0121611A _ [3(30 - 0^212 + 42(7.75) - 3)(30 - /)"2/61/268 1124 " 1124) _ /,6511X. -LB. R-/.5=30-1.5=28.5" Mccae. _ 1Pacer;/2XR - LV = 1-50,126. OV = 4,275 /N, -LB 60V. WOOD Englnenring, v Inc rAb24&y aa.sawaliM*,-MarsoDW-n 10040 FOOTHILL BOULEVARD RANCHO CUCAMO W --A. CA 91730 (909) 989-2087 - FAX (904) 989-8106 TREAD DE5/GN /40 P -5-F,) StrBl� .7r//C/'1L SKEET NO.� -'-' OF- 5TAIRNA Y 6 =0" m b'-b"<P �� R DATE/- 7-// ME IRON FDR 5HOP DESIGNED BY 42- 40 P.S.F. L.L. WOOD Eng mring, Inc. ab2v&.- 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (904) 989-2087 - FAX (909) 989-8106 ,,,wr 5P/RAL SNEUw. 300F_ 5rA/RWAY Jua No. 85-82 FOR THE IRON DATE /- 7-H SHOP DESIGNED BY -`�. w TREAD DE5/6N I/8" 5TEEL 3" x 4" G-68055 5EGT/ON PROPERT/E5 l l 4OA5/G PARAMETERS r = 0.25' 0=A' -/2r p = 2.375" vil in nl t=0_/: o'=A'-t b=B'-(r+(MV + a (x + /t/?JJI a = 0.0 /NO L /P5J X b'= B' -(?i2)+ a/t12)) = 3938" u = irr/2 = 1.57r = 0.3925" t = 0./25" r = 0.25" R = 0./875" y 4q--c-- 4R = 0./0750./875" I I.� G - 5EG7ION a = o.125y . NOTE - FOR EO/T/NG PURP05E5 FROM A.1.5./. MANUAL TYP/GAL LOWER GA5E LETTER W/TH BAR ABOVE /5 REPLAGEO BY LOWER CASE: LETTER WITH 'PR/ME" SYMBOL /N TH/5 GALGULAT/ON. , EXAMPLE, a REPLACED WITH a' WOODF.ng�eering; Inc. '• Cr. SP/RAL 5'-6"o 6 =0" m b'-b"<P 7'-O" m R 30" 33" 36" 3q" 42- a nw 7.75 8.55 9.32 /0.10 /0.86 R-/ nAU 2q 32 35 38 4/ A iso ieu 260 322 379 441 508 TREAD DE5/GN //B" 5 MEL q3 1/2 132 /53 /76 X nw //.24 /2.24 /3.27 /4.30 /5.31 R -/-R nwu 17.76 /g. 76 2/.73 2370 2569 Mwiv. mLael 1,65/ 2,207 2,86/ 3,626 4,525 R-1.5 nAU 28.5 31.50 34.50 37.50 40.50 Pcaw/2 29j /50 /50 /50 /50 150 Mccw-ox-Lei 4,275 4,725 5,175 5,625 6,075 V&W rxn ~300 300 300 300 300 WOOD Eng mring, Inc. ab2v&.- 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (904) 989-2087 - FAX (909) 989-8106 ,,,wr 5P/RAL SNEUw. 300F_ 5rA/RWAY Jua No. 85-82 FOR THE IRON DATE /- 7-H SHOP DESIGNED BY -`�. w TREAD DE5/6N I/8" 5TEEL 3" x 4" G-68055 5EGT/ON PROPERT/E5 l l 4OA5/G PARAMETERS r = 0.25' 0=A' -/2r p = 2.375" vil in nl t=0_/: o'=A'-t b=B'-(r+(MV + a (x + /t/?JJI a = 0.0 /NO L /P5J X b'= B' -(?i2)+ a/t12)) = 3938" u = irr/2 = 1.57r = 0.3925" t = 0./25" r = 0.25" R = 0./875" y 4q--c-- 4R = 0./0750./875" I I.� G - 5EG7ION a = o.125y . NOTE - FOR EO/T/NG PURP05E5 FROM A.1.5./. MANUAL TYP/GAL LOWER GA5E LETTER W/TH BAR ABOVE /5 REPLAGEO BY LOWER CASE: LETTER WITH 'PR/ME" SYMBOL /N TH/5 GALGULAT/ON. , EXAMPLE, a REPLACED WITH a' WOODF.ng�eering; Inc. '• Cr. SP/RAL SNEETHO 31 OF_ WOOD Inc. st>alEcr 5P/RAL �„D. 32 OF_ STA/RN(AY 85-82 5TA/RWAY 85-82 m..... le�irs~®++ 0A*7 be/a. /- 7-// m,.�re�.,ere+evL - /-7-// °°lE - 10040 FOOTHLLL BOULEVARD �, T7 -/E IRON DATE �� a C�91790 Foo 7HE IRON i RANCHO �, CA 91790 (904) 9&91-2087 - FAX L904) 989-8106 5�OP DESIGI® BY . w. (904) 989-2087 - FAX (909) 989-8106 5HOP pEyGHg1 By TREAD DE5/GN //B" 5 MEL TREAD DE5/GN //8 " 5 MEL 3' x 4" 6-GRO55 5EG r/ON PROPERT/ES ICON r,) 3" x 4" G-6RO55 5EGT/ON PROPERT/E5 /CONT) 2J CRO55 5EG TONAL AREA 4,i 0/5 rANGE BET7NEEN CENTRO/O AND WEB CENTERLINE w^ ^ . 00 A = t(0 + 2b + 2u + x (?c 0.2W I a = 0.125%2.375" + 2(3.6,1,30V + 20.31125V + OI a(u(b + 1.637r) + c(b + ?x)I = 0./25'[2375" + 7,376' + 0.705" + OJ WA = - 00 0. /25[0536 I r _ /.3/7 50. IN. = 2(0./25"J//.3/7 / 3.608✓(3600/ J 0.25) + 0.39250.360?5JJ + O / ooa-le 3•) MOMENT OF INERT/A ABOUT X - AX/5 = 0./8g0" / 7.7227 + 0.0356 f 6 / = 0.1098 " / 7.750 1 0.04/70 3 + b//a/2) + r,)^-2+ u/(a/?J + 0.637x) = 1.4725 WA _ • 00 5J 015TANGE BETWEEN CENTROIP AND GUT5/OE OF WEB Ls�Ls� 0.04/7,12.375")13 + 0.3925[(2.375';1Z + 0.637(0.25")) 2 +0.149/015)3+O 1.01W ocYm = 0-25" /0.5506 + 7.6209 + 0.7//9 + 0, 00-23 + OJ = 025"0.6q.37) = 2223 x' = x'c + t/? 0.0,625 = 1.535" A sua , 5P/RAL sHarNo. •33 oF- WOOD InC. aa,a 5P/RAL �rw. 34 OF stf &P-t'h� Itt�. 5TAIRNA Y 85-62 Evk-m 5TA/RN4r' "KIM 35-82 NO. rAbN&.My aA+,arre ,r errvaufn a-.wefkehbv &Afty-w OJ1TE 10040 F007Hiu BOULEVARD , THE IRON DAZE RANCHOCOUCgD�NNGG �� 19 730 FOR THE IRON RANCHO CUCAMONGA, 91730 (904) 9a9.2087 - FAX(909)989'-8106 � SHOP oesicr� By -�. w. _ (vov) 989-20e7 - FAx (9091989-81oa SHOP �,,,®�. -�. w. TREAD DE5/GN (CONT/ l/6" STEEL TREAD OE5/GN MO" 57EEL 3" x 4" G -GROSS SECT/ON PROPERT/E5 (CONT) 3-.y 4" G -GROSS 5EGT/0N PROPERT/E5 (CONT,) 6.J MOMENT OF INERT/A ABOY/T Y - AX/5 8J DISTANCE BETWEEN CENTRO/O ANO SHEAR CENTER /Y =.2t b6b/2J+rJ-2+63//2+0.356x3 I r a (c(b + 2r/-2 + v(b + 1637r) 2 + 0.149r 31 AX'L2 WA 0,0 4.9946 . ( Ls~ 50.16/6 = -2(0125V j 3.688((3.668/?l + 01542 + (3688) "3//21 l + 0.356(0.154 3 + O f o0i9e - 1-317,11.4725)-2 0.441 025" (/6./7/3 +, 4.160/ + 0. 0056 + O/ - 2855 = 0.25"(20.357) - 2.855 = 5.0692 - 2.655 = 2.234 7,),p/STANCE BETWEEN SHEAR CENTER ANO N'EB GENTERL/NE WA a "O.O 1 L 7 '3 + 6o'2b' + a c %8c ' 2 + /20 0 ' x 60 "-2) WA - 0.0 F 763(2�75l "2(3.938 J + O (.875%3+6(2.675)?(3.936)+O 37 Ds�656 r 97.650/ 3 936"40.445) _ /.755" XO = -('X ',-� + m% • • = Xo MEASURED /N NEC -ATI VE L2/REG I/ON -(1.4725" + /. 7559 _ -3228 9✓ 57'. ✓ENANT 70R5/0N CONSTANT E::::::; WA a " 00 + 2b + 2v + z (41 _ 0.425 3/3 42375 + 2(3.686% + 20.342511 + OJ = 0.0020/3 42.375 + 7.3760 + 0.7650 + OJ = 0.00065/(/0.53604 = 0.00666 WOOD !- jOL'."' sir 5P/RAL sHEu No. 3-` of= WOOD FO Inc.�R 5P/RAL . aF_ sHffrNm ,.'sftvwawi- IV 5TA/RWAY 85-82 .W 5TA/RJN4Y -NO 85-82 " +(2.875+O)"3-0 ca..��.urrfrane�a�rnoQ.v� be No. /- 7-// on.,.def�,are�ea+� /-7-// ' 1°040 FOOTHILL BOULEVARDDATE HIB THE IRON 10040 FOOTHILL BOULEVARD RANCHO CUCAMOGA. CA 91730 RANN FOR IRON 5f1Y%P SHOP RANCCHO CUCJ�IMONC'"A. CA 91730 (900) 9992087 FAX (904) 9899106 DEypNM By (909) 989-2087 - FAX(909)9898106 DE WNE0 By -`' . W . TREAD OE5/6N //6STEEL TREAD DE5/GN //6" 5MEL -GROSS 5EGT/0N PROPERT/ES (CONT,) 3" x 4" G-&RG'55 5EGT/ON PRO)-ERT/E5 (CONT,) l0./ NAR, -/Ns CONSTANT lL% PARAMETER B� 20 3b' + 30 2b'2 AIA a " 00 o'217'2t + a +112171:-3rBiot'3 G.y - /2 r 4Bob� "? + /?o "?c "2 60 34 ' 170'217'+(o'+ 424'/3- a?4o�;? WA a " 0.0 16.0227 r /87./627 + 384.5449 + 0 1 /2 1` 1953002 + 23.7637 - 0 1 = L3352 -574-70-76 ?/9.0639 = 1335? /2.6098/ = 3.484 tX'L o'3 + tX'c 30' C /2 x.7697 0.12.51.473X26751 3 + 02 jsj ^3/2875/) /2 J _ 4.3755 - [ /2 L?J PARAMETER )B v -4 - X'c"4J = 0./?5/2((3.1136 -- 1.4473/"4 - 1.473-41 ,,0.12- 2 - 1.473^21 exon �4e90 = 0.062-/36.92/ - 4.7061 + 02567[6.076 - 2./701 = 0.G6-2X3?2/44 + 0.2W--13. q061 = 20/3 + /.009 = 3.022 19.7697 2(2.875% 3(39381 + 4x96 f9ao�e 3/2.875/?(3.93842 + O 2.8752(3.9361?(O./25/ eas5e fsJo7e _ 9.2656 6(2.675) 2(3.9381 +(2.875+O)"3-0 16.0227 r /87./627 + 384.5449 + 0 1 /2 1` 1953002 + 23.7637 - 0 1 = L3352 -574-70-76 ?/9.0639 = 1335? /2.6098/ = 3.484 tX'L o'3 + tX'c 30' C /2 x.7697 0.12.51.473X26751 3 + 02 jsj ^3/2875/) /2 J _ 4.3755 - [ /2 L?J PARAMETER )B v -4 - X'c"4J = 0./?5/2((3.1136 -- 1.4473/"4 - 1.473-41 ,,0.12- 2 - 1.473^21 exon �4e90 = 0.062-/36.92/ - 4.7061 + 02567[6.076 - 2./701 = 0.G6-2X3?2/44 + 0.2W--13. q061 = 20/3 + /.009 = 3.022 { WOOD Inc. �Or SP/RAL 5rA/RlYA7" 91EE1NO. 37 OF— WOOD FmgWewl/f� Inc. s=,a 5P/RAL 5rA/R{-YA7' Wrw. 38 OF— � 85-82 �b�/%9 Joe W. 85-82 � THE IRON FON SfK%P CW ..W,*u�evwa++v� x� /-7-// c, W&A tbnW Wvote.in 1o040FOOTFBLLBOULEVARD DATE /-7-// 812 MAX. WEB/DEPTH/RAT/O TH/GKNE55 h4 FOR THE IRON DATE DE9GNED BY —`_. uJ FOII THE IRON RANCHO CUCAA4C#4 ' IOD40 FOOTHILL BOULEVARD C'A 911730 (904) 989-2087 - FAX(909)98"106 RANCHO CUCAK40NGA, CA 91730 (909) 989-2087 - FAX (904) 989-8106 OEMNED SHOP 5HOP TREAD DE5/6N //B" 57EEL TREAD DE5/6N l/B" STEEL 3" x 4" G-6RO55 SECTION PROPERTIES (CONT, 3" x 4" G-&RO55 SECT/ON PROPER 7'155 (CONT,, 13, PARAMETER B 6RO55 SEG r/ON PROPER r155 SUMMARY (//6" 5TEEL) A = 13/7 50. /N. = 0.0 (NO L/F9) )B = a /2C Ub' - X'c% 3 lx = 2223 /N. 4 (G.B.G. I.O.C. A.5.G.E. 7 ETC, 0 5x = 2.223/(3.00/2) = 1.48 /N. 3 14, PARAMETER U5ED /N DETERM/NAT/ON �x = ?.223//.3/7 = /.30 OF ELA5T/G GR/T/GAL MOMENT y J = //(2/y) (,6 w + s + A ) - Xo /y = 2.234 /N.4 = //(2(2234)) (45131 r 3.012 + O) 0 //4.468 (15069) + 3.2?B 5yrcw = 2.234//.535 X-+ — X �— —_ = 0.2238(1508°7) + 3.228 = /.46 /N. 3 3.566 R = 0./875" Sys�rrav = 2.234/2.465 = 0.9/ IN 3 I 5.688" /.473" ry = 2234//.3/7 = 130 Xo = 3.228' -2.465" .1-535. J = 0.001686 TOP FOR y -y y Gw = 3484 J = 3.566 4k4.GtX>" -WOOD Ea�ileeerlOg; LyC.`"` c» 10040 FOOTHILL BOULEVARD RANCHO CUC- FAX A. CA 91730 (904) v89-2087 - FAX (904) 98P8106 sena SPl24L . �..NO.3q STA/R/NAY OF_ JOB ND. 85-8? DATE /- 7-H = WOOD Fal Inc. ' �.ar:o msic.vr 10040 Foos nau eou�vAARRD RANCHO CUC- FAX (A, CA 91730 - (904) 989-2087 - FAX <904) 984-8106 asJEcr 11'IX L..• - _STA/RWAY �,NO. '`waF_ be w. 65-82 .._ - 7-// ' . OATE 1-7-H. O� BY --- W . GOLD -FORMED 5TEEL 57RVC7URAL MEMBERS, 2007 ED/T/ON) THE IRON � THE IRON FON SfK%P pF9QNED BY �' . W. -- SHOP TREAD DE5/6N 5TEEL TREAD 0E5/6N 5TEEL; , A. 6ENERAL PROV/5/01V5 B. ELEMENT5 (NORTH AMER/GAN 5PEG/F/GAT/ON FOR THE DE5/6N OF B.1 / (4X3) w/t rwAc = 60 FOR !/N5T/FFENED ELEMENT GOLD -FORMED 5TEEL 57RVC7URAL MEMBERS, 2007 ED/T/ON) Jv/t ) 30 W/LL 61 VE NOr/GEABLE OEFORMAr/ON A.12 A.5.0. APPENDIX A FOR 41.5.A. A r FULL DE5/6N 57REN&rH Rn = NOM/NAL 5rREN6TH = 5TREN5rH RESISTANCE 812 MAX. WEB/DEPTH/RAT/O TH/GKNE55 h4 PER CHAPTERS B TO 6 + APPENDIX A. h/t m x = 200 A.5.0. = ALLOWABLE 57REN6TH = Rn/fl R� = FORGE OR MOMENT 0 = 200 FOR MEMBERS B? / WA (P,r) (Mrt) fd = ?.50 FOR CONNECT/ONS B22 WA NOM/NAL LOA05 = CODE LOAD5 3 WA (G.B.G. I.O.C. A.5.G.E. 7 ETC, A3 LOA05 s COMB/NATIONS PER CODE (C.B.C. 1B.G) 292.4 WA B3/ WA A4.1/ A.5.D. JL7gNK e��anJ 4932 UNSr/FFENED ELEMENTW/5TRE55 &RAD/ENT R it sne�snJJaEon�v (o, 57REN6TH OETERM/NATION. R�lfi = ALLOWABLE DE5/6N S7RENG7-H (2) fi /N COMPRE55/0N $ f2 /N TEN5/0N. AS WA L.R.F.O. A6 L.S.D. WA A72 GOLD FORM INCREASE /6NORE (CONSERVATIVE) jw" I 1 WOODEng--eering, ITC. slslEcr 5P/R4L SHEET NO. 4/ oF_ WOOD VnMgneCrlif& InC. ae,Ecr SPIRAL sjrw- 42 DF_ r'7 5TA/R/NAYaeia. 85-8? sk 5TA/RWAr' im NO. 85-82 ft e++o /- 7-// c --.We aran� DTE /-7-// 10040 FOOTHILL SOULEI/ARD RANCHO CUCAMONGA, CA 91790 m, THE IRON �� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONC-A, CA 91730 ' THE /RON SHOP (904) 989.2087 - FAX (909) 989-6106 SHOP DESIGNED BY —`_. W . (909) 989.2087 - FAX (909') 989-8106 - SHOP DESIC44ED 9Y TREAD DES/GN I/8" 57-5EL T7FEAD DES/GN //8" 5MEL 6 ELEMENTS (GONTJI 631 % 62. l (a) (GONTJ B31 / B2/ (o) (CONT) 83.2 / 62-/ (o) (CONT) 632 (o,*2) (CONT- ) G3./1./ /CONT) G312/ (CONT) b = w WHEN A t 0.673 (/ + 1P/ / G3/.2.1 PERPENDICULAR b = RHO w WHEN A > 0.673 (/ + 1P/ L6(ll + (Kt L012 ] f = Fc TO 5r7'-f1-fETR/GAL Fe = 50,193 t 78(36000/ � WHERE Fc /5 AX/5 � 0.56(36,G�OVO) 6 = /13E6 A f DETERM/NEO Fc = (/O/9)Fy[/ - ((/OFy)/(36Fe))I Lt = 42 BY Fe 2.750" 0./25" f1 / fi/ (ABSOLUTE VALUE)I / r (3-/4/"2(29E6)3.4841 =40000'/0.60) Qt = 1317(3.7/) 2' IF Fe <' 0.56 Fy 3.000" GON5/DER f1 = O (com5ERVArIvV = Fc Fe / .: !P = 1 O / flI = O 5YMME7'R/GAL AX/5 K = 0.57 + 01/ ]P + 0.07 ]P 2 + K = 0.57 Gs A Qex r J + Gs J 2. + r,?(Ut/O-ax) lB-/? 7T2E Fes• = K 2=(0.30)2 G>f5i L �� /?(/ -1) = O.Oq 057 AC MAL COA6ERV- OX. �A = 13/7 SGT /N. (3.14,)-2 (29E6)orx (0/25/j 688)"2 = 130 /2(I - 009) Qex = [?T 2 EN(/KxLx)//•x)2I f- asm �s+a+ ro' siva _ [(3.14/ 2(29E6)M((2./ x 42)//.301 21 F� _ /2.934 = 62,1/6 2 N.A. f1 Gr = 0.6 - 0.4(MdM1% = 0-6 - o.4(O/Ms) = 06 FIND f W _ 05f = Sc = 0.9/ /N. 3 G3-/./ t1j 1W Oro = /x 2 + /y 2 + xo 2 (ol PROCEDURE / ; W _ 1(1.30)2 + (I.30) 2 + (3128) 2 .f = Fy fi •5EE PRET 1016 SHEETS FOR VARIM5 (b) PRGOEDURE /l WA t = 0./25 6RO55 5EGT/ON PROPERT/E5. A WOOD En Imo..--� - : SP/RAL,.- ,- SMEEtmm 43 -OF _ -•WOOD F neerlo& ine- sly 5P/RAL mmNa--44 OF 5TA IRNA Y 85-8? 5TAIRNA Y ca..ars `+e�va4, - �oeNO. ca,.�rsnsatraasvo� OA1E /-7-// 10040 FOOTHILL 604REVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 FORTHE /RON RANCHO CUCAA40NGA. CA 91790 (904) 989-2097 - FAX (909) 969-8106 SHOP DE9G1® 9Y . W - (909) 969-2067 - FAX (904) 909-8106 SHOP DESIGNED 8y �. W .'• TREAD DE5/6N //8" STEEL TREAD DE5/6N //B" 5MEL B31 / B2/ (o) (CONT) 83.2 / 62-/ (o) (CONT) G3./1./ /CONT) G312/ (CONT) / r ir?EGw Ut = Aro? L6(ll + (Kt L012 ] Fe = 50,193 t 78(36000/ � 0.56(36,G�OVO) 6 = /13E6 Kt = 2.1 Fc = (/O/9)Fy[/ - ((/OFy)/(36Fe))I Lt = 42 _L a4.SEP M-tW r -O* IWA t = 40,000[i - 0101 / r (3-/4/"2(29E6)3.4841 =40000'/0.60) Qt = 1317(3.7/) 2' L/L3E6(O.GYJ686) + J 42) (2.l x 2 Fc = 32,030 36GL'X> /Fyl / r + lB-/? 177518 7779 11,306 Fe =-473/V162,//6)I/Lfod(0.9/)J x [3.566 +/-U (3.566) 2 + (9.7l)-2(71 A516162 116-1 _ -/49,8?9 13.566 -,112.716 + /376(0./82) -/49,829[3566 Fe =50,/93 WOOD Inc. mNFroW anr-we�eusv� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8706 SUggC7yrft"L. 91EEf NO. �� OF- 5TA/RWAY B5 -B2 FON THE IRON DATE /- 7-// SHOP DEsw,4ED Br W. TREAD DE5/GN //e" 57EEL 83.2 / B2 / /al (CONT,) = 245 < 30 .: NO NOT/GEABLE DEFORMAT/ON. < 60 MAX. O /Sq f = Fc = 32,030 i G.G. I � R = O. l66 " v=/.57r r=0.25" A _ 1-24R111-:7 _2920 = 0.0023 0 �- 12,934 2.332" h = 1.57) 0.673 .: b = RHO(W) EO. 5-2-4 = O Go/dSERv. RHO = -P - /o22/.l.41 A _ (/ - /0.22115741/57 0-/5' = 0.548 O d O4 G.G.- b = 0.54BW = 0.546(36661 = 2.02 0.7 n AFTER 15.2./ (ol nl FIND 5e = EFFECT/VE 5EGT/ON MOVMVS ABOUT y AX/5 / = 0.1417r-3 = 0.0023l- v=/57�=0.39 y /(D= /B _ (2.0)^-9142 = 0.666 /N, "4 X t = 0.125" .4, , WOOD FmgtueerltWq Inc. .By o c mr+cmFr a�evrea�,oe✓a�Iso� 10040 FOOTHILL BOULEVARD RANCHO CCA 91730 (909) 989-2087 - FAX (909) 989-8106 TREAD DES/GN 032 /B2./ (al (CONT) AFTER B2. / (o) (CONT) sua,ccr 5P/RAL SWND.46 OF_ 5TA/RWAY jwwo, 85-62 DATE /-7- THE IRON // FOO SHOP Desk++ BY EFFECTIVE 5EG7-/0N PROPERT/E5 &-AX/5) //6" STEEL ELEMENT L X Lx Lx -^2 9a�rNO. 48 OF_ Ol 2.02 /.0/ 204 206 0.686 OO 102 /0/ 1,04 2.06 0.686 O3 0.39 -2173 0.85 /84 0.0023 O4 0.39 2./73 0.85 E/ -,9j4 0.0023 womm BY W . 2375 2270 5.34 4 0.0004 720 ---- /07 20.04 /377 = F, Lx = /07 = 155 NOTE: SECT/ON PROPERT/ES X L 710 ARE CON5ERVAT/VE BA5ED UPON K = 0.43 r 057 MW /y=[ply+�Lx2-X2-YL]t W/THY=0/SHT.4/) _ (/377 ,,10.04 - ,115 -5) -2,17 -20)J0 -L25 _ (2/42 - _ (4./26 /25 = 0.5/5 //N5T/FFENED LEG W COMPRE55/ON SUMMARY.• EFFEGT/VE 5EGT/ON y -y AX/5, / = 0.5/5 IN A BOTTOM.• Sc 0.515A.55 = -0.33 /N, 3 (GOMPRE55/ON LEG) TOP.• 5e = 0.5/5/0.76 = 0.66 /N, 3 (TENS/O/161(5EE NOTE) WOOD En InC• 7 5P1RAL 9@TNO. 47 OF WOOD jnc. 9I8¢cr SP/RAL 9a�rNO. 48 OF_ i 5TA/RWAY 65-62 STAIRWAY imNo. 85-62 mDrbap a17-reir.sere+ean.v,THE roe NO. /- 7-// mains--. m,,,r�s/�w,de�+souwv� �� /-7-// 10040 FOOT►YLL BOULEVARD Fon THE IRON oA>E 10040 FOOTHILL BOULEVARD SHO CUCAMONGA. CA 91730 FOR IRON RANO CUCAMONGA. CA 91730 CH (909) 9842087 - FAX (909) 9848106 SHOP womm BY W . (909)989-2057 . FAX(9091)989-8106 SHOP DE579® BY TREAD DESIGN //6"STEEL TREAD DE5/6N //8" 57EEL d G3./4 ARE N/A) CHECK HANORA/L TO D/5 TR/BUTS 300+ G.L, (CONT) SMALLEST OF CHECK / //2" OD x l/6" WALL ALUM/NUM OR BRA55 (CONT) hbT = Se Fy = 0,66(36,000) = 2-3,760"0 e.0= St = 0.66 / = 0.049067(/d4) - bd. 4)) OR Fy =36,000 = 0.044067///,5-4) - 61.22514W Mn = Sc Fc = 0,3.(32,030) = /0,570"0 5e = 5b = 0.33 = 0./29 /N, 4 Fc = 32,030 MA,,w = Mn/,2b = /0,570//.67 = 6,329 6,304 ti sMI Jw MAuawy-Ails = 6,32=/"!1 A.S.D. GHEGK DEFLECT/ON A MAX = PL 3/3E/ 28 //2" M/N. / /50(405% 3/3(296610.5/5=1. 40 //2" MAX = 0.222" < 2L/360 = 0.233 O.K. d AOK = /�/?6.5) 3/t�Y2gE610.5/5J 41 = 0.076" CHECK HANORA/L TO 0/57R/BWE WOO GONG. LOAD FOR TOR5/ON REDUC T/ON ON TREAD w = (3000/2)/2/' M = 7.1420"2/2 = C,oA6&RV. CONT, MAA&PRAIL Aw" PROV/OC sGMC P/X/fr GHEGK /_112" O,D. x //6"WALL ALUM/NUM OR BN -A55 5 = 0.098/7S/(d 4) - (d, 4))/d = 009,0/7--y'17-5-4V - 0./72 W. 3 ALUM/AQJM 3003-H/4 MOCIRCUMFERENT/AL WELDS) Ftu = 20.0 K.5/. Fty = /70 K5/. Fcy = /6.0 K,5/ Fsv = /2 / = /0.066 7EN5/ON Fbt = //7 Fty/ny= 7(/7)//65 = 12,05 OR Fbt = /24 Ftv/Kt nu = /24(2Ol/lO(/95) _ /2.72 . COMPRESS/ON Rb/t = O.7=5//O. /25 = 6.0 <-20 ca1V5FRV. Fc = 1./7 Fcy/ny =//7(/6)//65 = /134 K.5./. OR /0.0 K,5/. W/O Mm"m = 0.172 x /C -?.O NEI -05 _ 1.720'k OR /,720"11 > /566"R f 60V. WOOD Etl�ttlCliOg' inC. a,alFcl SP/RAL s�rrio. `f4 OF WOOD InC. &A ea 5P/RAL 's�TNa -_"o IF_ STAIRWAY BS -B2 STA/RHlAYJOB MD. 85-82 m,n..�e'iauw.�revsl,avEn /- 7-// m,.�ore�arewo� DATE /-7-// 100m FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 DATE RANCHOFCUC FOOTHILL BOULEVARD CA 19 730 �„ THE IRON roe THE IRON - SHOP SHOP (909) 989-2087 -. FAX (90D) 989-8106 DESIGN® By (909) 989-2087 - FAX (904) 989-8106 DESIGNED BY TREAD OE5/6N Ile" 5 MEL TREAD DE5/6N Me 5 MEL CHECK HANDRA/L TO D/5TR/BUTE 300# G.L. (CONT-) GHEGK HANDRA/L TO D/STR/BUTS 300+F G.L. (CONT-) GHEGK / //4" O.D. x //B"WALL = 0.048/7S�(/25"4) - (/.O"4)l = 0./4 2 /N. 3 / = 0.049087((/25 4) - (/.O"4)) = 0.072 /N. "4 CHECK / l/2" OD x //8" HALL ALUM/NUM OR 5R.455 (CONT-) BRA55 843-94 STD. H-905 Ftv = 40.0 K.S.4 Fty = /0.0 K.5.4 E = /5.056 BRA55 VALUES EXCEED AW1-#AUM O.K. ALUM/NUM 606/-T6 MATERIALS JOW PY/LAVS el' a s Ftv = 42.0 K.5./. Fty = 35.0 K.5.4 Fey = 35.0 K.5./, CHECK DEFLECT/ON PA6C.555 Fsv = 27.0 / _ /0.OE6 A = [71(2/)"4M,*'100EWO 129J = 0./33" TEN5/ON Fbt = 4/7(35.0)//.65 = 24.82 COMPARED TO TREAD DEFLECT/ON OR 7'-O"4P FAG TOR = 0.222/0./33 = 1.67 SAY /00,Z Fbt = /24(42.0)//,00 45) = 26.7/ 5'-0"d FAG TOR = 0.078/0.133 = 0_rK 5A COMPRESS/ON GONCLU5/ON: CONS/DER 54,8 OF TREAD IDEALIZE17 CV7WCr7M Rb/t =, 0.65/0./25 = 52,r 20 PWrNa0fWAW&7Ri1/L� TOR5/ONAL MOMENT /5 A PMT76N OF -9006 Fc = Ll7(35.0)//,65 = ?4.82 K.S.L---COV. RE5/5TED BY HANDRAIL. c0 » 4AS Zq To MAucw = 0./42 x 24.82 = 3.52k > 1,575"0 AL LOAD /N ORA/L t 0/57R/BMW p.IShGY/T r)C 5TA/RNAY kil CHECK DEFLEG TION A = [7.1(21/ 4M4130O.OE6)0.072J = 0.240" 42" COMPARED TO TREAD DEFLEG T/ON ----- ---- -- 7-O"4P FACTOR = 0122/0240 = 0.93 5AY 43Z 5-0'0 FACTOR = 0.078/0.240 = 0,33 5AY 33,8 -60V, GONGLUS/ON.• 3OOa CON5/0ER 33,8 OF TREAD TOR5/OVAL MOMENT /5 RE5157ED BY HANDRAIL. (GON5ERVAT/✓E FOR 7-0" D/AMJ WOOD ] ..,..,user SPIRAL 51, s�„p• 5/• aF_ .... WOOD Ba-newing, Inc. - 5P/RAL SHM" 2 OF s.��ed-&o STA/RN(AY 85-82"Fro'"''9 STA/RRYAY 85-82 mxe .Fv o,. rerewm.erarr4D,q, ne w. /- 7-// ma/T�.a mmaea.or areutsva.�n M1E 1-7-H loom FOOTHILL BOULEVARD FOR 77/5 IRON DATE CH FOOTHILL BOULEVARD CA 91730 RANCHO CUGAMFAX FOR THE IRON 511C7P SHOP RANCHO aA, CA 91730 (909) 9894087 - FAX (90D) 999-8106 06961®BY (90D) 989-2087 - FAX (904) 989-8106 (9 OE9GN®81' TREAD DE5/GN 1/8" 5TEEL TREAD DE5/6N //8" 5MEL ' CHECK HANDRAIL TO D/5 TR/BUTS 3000 G.L. (CONT-) CHECK / 3/4" x 2" WL /0 OAK S 4 7X2) 2/6 = 417 /N, 3 GHEGK HANDRAIL TO D/STR/BUTS 3-000 C.L. (CONT-) CHECK / 114"0.0. x 1/4" WALL 5 = 0.048/7X(/25"4) - (0.75"4)) = 0204 IN 3 / 4 7X2) -.5?A2 = /./7 /N, -4 l = 0.04,1087((/.25 4) - (0.75 4)) - 0.106 /N, "4 RED OAK OR MIXED OAK OR WHITE OAK SEL. 5TR Fb = /,/50 x 45 = /,725 9-.5./ �RA55 843-44 STD H50 Ftv = 4a0 K.5.4 Fty = 18,0 K.5.4 E = 15.OE6 E = UE6 BY GOMPAR/SON, USE FORNP/LA5 SAME AS ALUM/MM.. 4/7 x /,725 = 2,0/6'k > 1,575"0 Q] Fbt = //7(/8.0)/1.65 = 2/.06 -60V. OR CHECK DEFLECT/ON / 3/4" Fbt = 1.24(40.0)// 45 = 25.43 d = [7.1421.) -41W1IE6.Al71 = 0./34" SEG TION 51M/LAR TO ALUM/NUM, CON-5/DER Fcy = Fty COMPARED TO TREAD DEFLECT/ON 7'-O'd FAG TOR = 0.222/0./34 = 465 5AY /00$6 MVrw. = 0209 x 2/06 = 4.40'k /,575"+F 5'-0" m FAG TOR = 0.078/0./34 = 0.502 5AY 50,S CHECK DEFLECT/ON CONGLU5/0N: d = [7.l(2/)"4j/[B(/S.OE6)O./O6J = 0./04" CONS/DER 58,8 OF TREAD.TORS/ONAL MOMENT /5 RE515 MO BY HANDRAIL. COMPARED TO TREAD DEFLECT/ON (GON5ERVAT/VE FOR 7'-0'4P FACTOR = 0122/0./04 =.20 5A)l /00,9; 5'-0"0 FAG TOR = 0.078/0./04 = 0.72 5AY 72S GONC14U5/ON.• CON-5/DER 72,8 OF TREAD TOR5/OVAL MOMENT /5 R5515MO BY HANDRAIL. (CON5ER✓AT/VE FOR WOOD EH IHC. R 59 -/RAL sauna.53 a_ WOOD FMgftCerM& IHC. SmEcr 5P/RAL SHEET NO -54 0F_ gy m, STA/RWAY 85-62 s> cft dE h -m STAIRWAY W NO. 85-62 X10110. /-7-// ca+„�re�.mre+ioa�,a DATE /-7- 0040 FOOTHILL BOULEVA RD RANCHO CUCAMONGA. CA 91730 FM THE IRON a� 10040FOOTHiuBOULEVAIRD RANCHO CUCANIONGA. CA 91730 FM THE IRON SHOP SHOP (909) 989-2087 - FAX (909) 989-8106 DESIGNED gy W. (909) 989.2087 - FAX (904) 989.8106 DES04M By TREAD DE5/6N //6" STEEL TREAD DE5/6N //6" STEEL GH --GK HANDRAIL TO D/5 TR/BUTE 300 G.L. (CONT,) CHECK TOR5/ON W/ 3000 G.1- Mz SUMMARY.• (NOT GR/T/GAL "SUN/FORM LOAD) FOR: HANORA/L5 6'-6 " D/AM. GRIT. PT l //2" O.D. x 1/6" WALL, 3003-H/4 ALUM/NUM OR Mx = 5,6-25"0 (5HT. 29J -2.275" B43-94 STD. H56 ORA -55 (59%J- VH r OR Mz = 1500 / 1/4" O.D. x l/6"WALL, 606/-T6 ALUMINUM (33W= /'lO./OJ VH- N'4= h OR / l/4" 0. 0. x l/4" WALL 843-4i4 5r22. H56 BRA 55 (72A) = /515 R OR RED/ 3/4" x 2" 5EL. STR. RED OAK, MAXED OAK, OR WH/TE OAK (26W VH = Mz/0.76 V5E: HA)VORAIL5 TO RE5/5T 33A5 OF TOR5/0NAL MOMENT /N TREADS BA5ED UPON MOST = 0. _. CRI TICAL 5'-O" D/AMETER. FOR TREAD PE516N, _ 1,3010 (TORS/ONAL 5HEAR) 300.1 U5E 67A5 OF TORS/OVAL MOMENT FOR DE5/6N. GON5ERVAT/VE FOR DIAMETERS LARGER Vv = 300012 = 150# (VERT/GAL 5HEAR, 5Hr 241) THAN 5 =0 ° I 5EG T/0N AH = 3.0 x 0./25 �/50+� (AT GOLJ = 0.375 50./N. 11 OR AH =2x 0.76x0.!25 = 0.195 -COV. o = / /0" Av = 2 x 4"x 0./25 � _ /.00 5EG T/ON (A T BALLUSTER) , WOOD MoDeesieg; Joe. �• SPIRAL ..... �,� ..55.OF_ . ..-WOOD Ea�oeering;.._: .SPIRAL • . s�r110 aF_; ' STA/RNfAY 65-62`'x"' STAIRWAY 65-62 x1g1a. > a"n,.aleiam�deWs4 nv1 Aoe w. I- 7 // rrrxe.9r tb�,�ore�a,arrsfre9w� - °"TE /-7-// Fon THE IRON 1FOOTHILL BOULEVARD 0040 RANCHO CUCAMONGA. CA 91730 wg THE IRON DATE 10040 FOOTHILL BOULEVARD RANCHO CUCAMON('A. CA 91730 5#40PDESIGNED Sf'iOP (904) 989-2087 - FAX (904) 989-8106 gy -T' . W . 98106 (904) 989-20137 - FAX (904)9$ DEgr{® gy TREAD DE5/6N //B" 5MEL TREAD 0E5/6N 3//6" 5MEL 6-6 " D/AM. G33 COMBINED SHEAR ANO BEND/N6 (a BMJ 1 ? r v(VvJ l V(VH/ l 2l OS CHECK TORSION f1 f/ -5000 G.L. (NOT GR/T/GAL W/ UN/FORM LOAD/ Mz 1 r` J\ J J (/.O + C C( Mnxo Vn VnH - T -O" D/AM. GR/T. Mx = 6,075"� PT A 2.375" .(l b = 1.67 VrA� i`-�i Mz = 1504 M = Mx = 5,625"0 _ /5060.66) Mnxo = /0,570"0 _ /,632" .(i v = /.60 0.67Mz = 0.67(/,632) ry 0 \A I7LAL Vv -1,00#12 = 15000.125"JJ Vn = A"Fv hl? = 4.0/0.125 = 32 5" j' I 0.0.)21,6000 VH = Mz/0.76 = 2/,600# EKy/Fy = 29E6(5.34J/36000 = 4093/0.76 VH = /30/0 = 65.6 32 = /,4010 (TORS/ONAL 5HEAR) 5EGT/0N VnH = (0.195)(21,600) Fv =. 0.60Fy I (AT GOLD 4,2120 = 2/,600 Vv = 300+x/2 = IWO (VERT/GAL SHEAR, 5HT. 29) 1.67 x 5,6252 1.60 x /50 /.60 x /,30/ 09 wt AH = 30 x 0.166 /5O/0,570 )-2] Y. 1.0 > r(2/,600 ) r = 0.564 50.11V. 4,2/2 OR + 1(0.69)? r (O.0/U? r (0.49)?%0.5 AH = 2 x 0.76 x 0.166 (0.74 . 0.00 r 0.24;"0.5 = 40/ - /.00 IIU OvERK MRVOM44 Q'- = 0293 �-60V. o�-/�66 ereMEHr r1v6=6"D/AM. Av = 2 x 4" x 0.166 I1�LD 6fE LE55. 5EGT/ON (AT BALLUSTERJ (/� G3 x 4 x //6" MIN. TREAD -156C 7'10N FOR 6'-6" MAX. D/AM. W1 774 40 P.S.F. L.L. s _g000 G.L. WOOD EIIglrieelitf& iriC• 5F/RAL sNNo. 57 OF_ � WOOD InC. t aajE r 5FIRAL sena. -50OF_ -/RWAY STAIRA" 7" 85-62 rp STAIRWAY S 85-62 m,.�e 're�rav/-7-// 37H- .ae No. mare-,..cr cn,,,.owe�erre+aa� 12,10.L25)-3112 = 0.00/953 /-7-// 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 FLM THE IRON �^� loom FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 Fan THE IRON SHOP (909) 989-2087 - FAX (909) 989.6106 SHOP BESIG IM By —`–'. u/. (904) 989-2087 - FAX (909) 989-8106 DEqGNIM By TREAD DE5/6N 3//6 " STEEL TREAD DE5/6N //6" STEEL M/N, G3 3 COMBINED SHEAR AND BEND/NG G3.6 COMBINED BENDING AND TOR5/ON GON5/DER COMB/NEO BEND/N6 PLU5 TOR5/ONAL 5HEAR5 _ [( )? r (� ✓Vv) 1 �* r V/ H)1 2l O5 O RAND AL SECT/ON /5 IN C3 3 SAT/SFAG TOY 5 Mn x O J ` f J 24/NED. RESGTiK GJP fli, = 1.67 CK. CONNECT/ON ® COLUMN rN/CX� AO.LSP-VVr(GGLV R✓. EFFEG nvP M = Mx = 6,075"# sec rrQV P4=L0 Be LAFHERI BY INSPECTION, USE COMPLETE Mnxo = /0570"+�/3//6)/�//B)) _ /5,855"# JO/NT PENETRAT/ON WELD TO q� DEVEL ORE 57REN6TH OF MEMBER. nl .(l v = /60 Rv USE. WELD PER DETA/L W/E7oXX Vv =300#/? _ /50# �- Vn = ArvFv hA = 4.0/0.!25 = 32 EFFEC r/ VE 5EG TION _ (/.50)2/,600# _ -12,4000 EKy/Fy = 29E6(5 34)/36 000 CHECK TREAD ® CONCENTRATED LOAD VH = /,40/0 = 65.6,> 32 V17H = (0293)(2/,600) F✓ = 0.60Fy EDGE STIFFENER " 21,600 FOR R 5 =6 D/AM. 164 d GREATER r /.6 ? /.60 1?1 75) 2' bs CASE 2 k Q r � ��40/ /5,855 (/ 32400 ) q C 0 1 300# Q QOkQ [(0.64) 2#,10.00W-2 4, (0.35 ?%O.5 GONG• 0 ((0.41 0.00 # 0./3J"0.5 = 0.73 � /.O LOAD (0 V5E. G3 x 4 x 3/16' MIN. TREAD 5EGT/ON ®� m FOR 7'-0" MAX. D/AM. WITH 300# ON 40 F..5.F. L.L. d 300# G.L. (4 50 IN TREAD DE5/6N TREAD PLAN 5=0" D/AM. TO 7'-O'VIA WOOD----- Ls�.:a �„y�hr 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA., CA 91730 (904) 989-2087 - FAX (909) 969 106 SP/RAC _... STA/RWAY -sNff►Na • oF_^ �oBro. 85-62 WE /- 7-// oeyy® By —T" . W . _. WOOD F�Iee:iO� Isc. 0"'S'""'� mom ,"& 100-30 FOOTHILL BOULEVARD RANCHO cLx-,nMONGA, CA 917J0 (904) 969-2087 - FAX (904) 909 106 -/RWAY IFN° 60�_ —NO. 85-82 DATE BES CNW By M = PL/6 = 30Gi/7.6)/6 =690"# �- PARr)AL FlxlrY 1 1 CONS/DER 2-W4Y AGT/ON W/ !2"EFFECTIVE THE IRON FW THE IRON 37H- SHOP TREAD DE5/6N Ma" 57E51- M/N. 300# CHECK TREAD AT GONG. LOAD CA5E / f AVL% M = PL/6 = 30Gi/7.6)/6 =690"# �- PARr)AL FlxlrY 1 1 CONS/DER 2-W4Y AGT/ON W/ !2"EFFECTIVE W/DTH GA5E / �GAY9ERV. Fq? 6•-r ro V O'PlAK 5 = 42(0.125)?/6 = 0.03/3 12,10.L25)-3112 = 0.00/953 MA = 0.03/.1/0.75 x 36 Ksl) = 643"# •. 690"# J = 1(300/2)(/7.dJ 3J/j/92(29E6)0.00/953J = 0.076 ti ///6 " Nor GR/T/GAL CHECK 300# G.L. AT END OF TREAD CA5E 2 L = 2/" MAX. P =300# M = 300(2U/4 = /,575"# '001 # GK 42" x 2" x //6" (GON5ERV-) Fb = 22,000.,c'-5.1. h 5 = 0.13/ MA = 0.13/ x 22000 = 2,662"# > /,575" 2" d = (30C1�?l) 3H/9?(?9E6i0/90J GA5E ? = 0.003 Mor GR/r/GAL NOTE: 6ALLUSTER5 W/LL AL50 TRANSFER 300# LOAD TO HANDRAIL ANO D/5TR/BUTE TO 5/DE OF TREAD. V5E.• //6" PLATE M/N. FOR 7=0" ,9/AM. MAX (6'-7" TO 7-0'D/AM. REGA'//RES 3//6' FOR 57REN67H AT COLUMN) TREAD DE5/6N //6" d 31/6" STEEL TREAD SUMMARY.- 40 P.5.F. OR 3000 G.L. 2'-6 " M/N. RAD. ®= 3'4 " MAX. RAD. 2, TREAD nl V l/6" STEEL PLATE UP TO 3'-3 "RAD/U5 3116"STEEL PLA TE TREAD TO 3-6 " RA0W5 (7'-O" D/AM,) TO COLUMN GJP p�1 I I TREAD I COLUMN 1 l.d vd V ?"L/PMAYBE OMITTED AT ? =6' RAD/US WOOD Inc. ca,..r rs `+ewaae� 10040 Fooi}mu BOULEVARD RANCHO CUC,AMON('A, CA 91730 (90'4) 989-2087 - FAX (904) 982106 sLaFa 5PIRAL STA/RWAY OF_ SHMNO.61Inc. � 65-e2 DATE /- 7-// DESIGN® In . w- WOOD FAgWeering, L. irsrr 4 ca„�drs�,mre.rsvcm� iOD40 FOOTHu BOULEVARD RANCHO CUCAMONGA. CA 91730 1 <909) 989-2087 - FAX (904) 989-9106 SMELT 5P/RArw. SrA/RWAY � 62 OF- JOB Na 85-e2 DATE /-7- ' oEslc� Ery �„ THE IRON Fo THE IRON SHOP SHOP TREAD DE5/6N 5EG r/ON PROPERr/E5 X- 3//6" ALUM/NUM Y 5EG r/ON (0.166) /12" = /' ---------------------- RE6/ONS ------------------- Area, 1.1152 1952 Perimeter: 2/./42 Bounding box: X. -/500 -- 1500 Y.• -2.436 -- 1.564 Centroid. X.• 0.000 y-.0000 Moments of inertia: X. 3-253 Y"• 3./64 FYoduct of inertio: XY-• 0.000 Rod// of gyration: X.• 129/ Y"• 1.273 FY•incipol moments and X -Y a(koct/ons about centro/d.• /: 3. /64 a/Ong (0.000 40001 J. 3-253 along (/000 00001 TREAD DE5/6N 3116' ALUM/NUM 5EGr/0N PROPERr/E5 (GONr,) 5052-H32. /x = 3.253 /N. "4 Sxt = 3.253//.564 = 2.06 IN. 3 5xc = 3.253/2.436 _ /34 /N. 3 /y = 3./64 W'4 Sy = 3.164//.5 = 2.// /N. 3 ALLOWABLE 5TRE55E5 (WELD AFFECTED AREA,) b/t = 3615/0.166 /9.3 > /4 t 39 Fe = 9.7 - O./66(b/t) = 9.7 - 0.166(/9.3) = 6.50 K.5./. MA = 134(6.50) "WOOD E �. , mama SP/RAL . _. �Ia .63 a_ - .._ _.WOOD EO�Oe� %c. "svBIBCT SP/R.4L ... sir ro. 64 of_�t 5 rA/RNG4 Y b9 Nti. e5 -e2 sA 5 rA/RWAY X09 No. nsard,.a• mm,.aren.:snre+sv�n c>.,.��areNvs,crrs++o� /_ 7_I/ 10040 FOOTFFM4LL BOULEVARD THE IRON - DATE /- 7-// loom FoonaL BOULEVARD RHE IRON °"lE RANCHO CUCAAAONGol , CA 91730 RANCHO CUC.AMONGA" CA 91730 (904) 9892087 - FAX (904)989 106 $%l0P DESIGNED BY �T" . w. ,9m 9w2M7 - FAX (9W) 9898106 5HOP DESIGNED Lir W. TREAD DE5/6N 3176' ALUM/AW 5052-H32 CHECK DEFLECT/ON 7=0" D/AM. d = FL "3/3E/ = 0.101- = 2L/600 t 2U�160 d = l5G'(26.5) 3/Y/O./E6)325 = 0.032" COMPARED TO HANORA/L d = 0.240 60V. (5Hr. SOl FAG rOR 7•-0' 01AM. = 0./0110.24 = 0.42 OR 41,% OF 3000 /5 0/5TR/BUTED TO RE5/57' rOR5/0N. FAG TOR 5,-o * O/Am = 0.03210.24 = 0. 13 OR /3,% OF 3000 /5 0/57R/QE/TE0 rO RE5/5 r rOR5/ON. GONGLUS/ON.• GON5/DER /3ji� OF rOR5/OVAL MOMENT 15 RES/5 RED BY HANORA/L. (GONSERVAT/VE FOR 7'-0" D/AM•). FOR: HANDRA/L5 5HOWN ON 5Hr- 50. U5E.• HANDRA/L5 r0 RE5/Sr /3,* OF TORS/ONAL MOMENT /N TREAD5. FOR TREAD DE5/6N W/ 3//6 ' ALUM/AVM. 415.-,a 7.s OF TORS/OVAL MOMENT FOR TREAD DE5/6N. (GON5ERVAr/VE FOR 7'-0- D/AMJ" TREAD VE -516N CHECK TORS/ON W/ 3000 G.L. (NOT CR/ r/GAL W/ UN/FORM LOAD) 7 =0' D/AM. Mx = 6,075"0 (SHr. 2'U PT A VH Mz = 1500 =/5000.6e) = 1,6320 0.67Mz = 1420"0 VH = Mz1156 /, 42011.56 9/00 (TORS/ONAL 5HEAR) 3A6' ALUM/NUM 5052-H92 7'-0' D/AM- �Mz_�, Vv = 300x/2 5EG T/ON = 1500 (VERT/GAL SHEAR, 5Hr- 2911 (AT GOLJ AH = 3.0 x 0.00OR I / = 0.564 50./N" f- 6OV. + AH = 2 x 1.56 x 0./86 = 0 596 Av=2x 4'x 0./e6 (AT BALLU5MR5) y WOOD Etl�nlCti>ngA Inc. s�aaR SP/RAL SHMNO. 65 oF_ WOOD Inc- 511 ,, 5P/RAL 5TA/R-VAY s,ffrw. 66 OF_ STA/RHWY BS -82 JOB NO 495-02 61--We�A-dwdW &d*v -19. JOB� /- 7-I/ Cb,—/e�e�+evteQn °ATE /-7-// FOR THE IRON Foe THE IRON Ioow FOoiHiu BoutEVARD RANCHO COCA LL BOOL CA 91730 DATE 10040 FOOTHILL BOULEVARD RANCHO CUCAINONGA, CA 91730 ' $HOP 5HOP (909) 989-2087 - FAX (909) 989-6106 DESWAM By W . (909)9W2087 - FAX(909)98"106 DEyGMED BY TREAD D55/6N 3116 " ALUM/NUM TREAD VE -516N 3//6 "ALUM/NUM 5052-H3? 5052-H32 4.4 COMB/NEO SHEAR AND BEND/N6 7 -0" O/AM. GK. GONNEG T/ON ® COLUMN 7 =0" D/AM. (WELD AFFECTED AREA) GJP fo/0 f (fb )2 t (fs )2 < /0 BY /N5PEGT/ON, L15E COMPLETE F Fb 1 `Fs J JO/NT =ENEMAT/ON WELD TO OEVELOPE 5TREN6rH OF MEMBER. OR (5EG TION 5.2.2.2). 2 ? 2 1O (M ) ( + ( VvA) VHA) U5E. WELD PER OETA/L H/ 5356 PYELO FILLER FOR 5051 TO 5052 OR 1-90S2 TO 606/-T6. MA = 9,7/0"++ 3.00" Vv = 300#1-2 = 150+ EFFEG r/ VE 5EG MON V✓A = AvFv h/t = 4.0/0./80 = 2/.3 X55 _ (/.5)(3.30) .: Fv = 3.30 K.S.I. CHECK TREAD ®GONGENTRATED LOAD = 4,9500 E06E STIFFENER FOR 5 -6 " D/AM. VH = 41/00 d &REA TER VHA = AHFV VHA == 186/+t6,0752+ /SO 2,. 9/O 2 /.O ) (4,950) ) 4A1'* LOAD m(0, i.(0.70) 7/0 /,061 - 2 + (0.030)? (0,49%2 (0.49)+0.00+014 = 0.73,r/.00 G3 x 4x 31/6" M/N. 5052-H32 ALUM/AVM TREAD SECTION FOR 7-0' MAX. D/AM. WITH 40 P.5.F. L.L. s 3000 CL. TREAD PLAN 5=0' O/AM. TO 7=0" O/AM., WOOD �g,'L�c. SPIRAL � r,q,..6 7 OF - WOOD Fi jpc� slag SP/RAL � „q 68 OF ShM.WFt &W—tv 5TA/RH(AY 85-02 5TA/RNAY aeNO. 85-82r`o' c-�s'nmu env be w. 1-7 11 m,.,.va ora�socwo, DATE. /-7-H FM THE IRON 10040 FOOTFALL BOULEVARD wa 7}/E IRON DATE 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 cql, 0 51 RANCHO CUCAAAOMGA, CA 91730 (909) 989-2087 - FAX (907) 9898108 0E961® 87' ---- . W . (909) 969-2087 - FAX (909) 909 106 OEgGNED 8r TREAD OE5/6N 31/6' ALUM/NUM TREAD OE -516N 3/16 " ALUM/A9/M c TREAD AT CONC. LOAD GA5E / 505-2-H' T-0" D/AM. TREAD SUMMARY, 40 P.S.F. OR 3000 G.L. A✓6. M = PL/6 = 300(/7.0)16 = 890'0 ti Pwrn4i. AwryM/N. RAO. GON5/0ER 2 -NA)' AGT/0N W 12" EFFECT/VE PY/DTH Z 3'-6' MAX. RAD. 2j Ft = 14.0K5./. Fe = 17.0K5.1. 779ZA0 l = 12(0.180) 3/12 = 0.00665 I MA = 0.0707114.0 Kad = 990"0 GA5E / + = 0.066 . 1/16 ' NOT GR/ r/GAL I GHEGK -1000 G L A T END OF TREAD GA5E 2 _ L = 21 "MAX. P = 300++ 3/l6"ALUM/NUM PLATE 505? -H32 PY/ 5356 PYELO FILLER AT PYELD5 CK. L2" x 2" x 3116 " (CON5ERVJ ATREAD /0.7 -> 0.0 0 TO COLUMN t/5.0 ?" h. GJP Fc = 17.3 - 0.0574/10.7) = 11,150 Ft, = 11,156 P.5.4 GASE.2 TREAD 5 = 0.186 MA = 0.106x11,150 —------- = 2,075"0 -, /,575'++ d = (3051'2/l"3j�/42(/0./E6JO�60I = 0.005 Norc.RmCAL //0 COLUMN ?' MAY BE No BALL05TER5 N/LL AL50 7RAN5FER 35;70 LOAD OMI 7TE TO HANORA/L ANO 0/5 TR/BUTS TO 5/DD. E OF rREA IU ?'-6 " R.A D/US USE: 3/16 " ALUMIAVM PLATE, 5052-N31 FOR 7 -0" D/AM, MAX. SP/RAL WMNO. 69 OF_ WOOD �- sLlatECT SP/RAL �Rp. 70 QF_ WOOD En�&W ev g.InC. 5TA/RNAY � BS -82 &W eM g, 5TA/RINAY � 85-82 oarnudrshbibmeJlsoe]s�n /_7_/1 CLmsof/e,erareou� OA1E Fon THE IRON 0v1� 10040 FOOTHILL BOULEVARD THE IRON RANCHO 0040 C •TMUCA/ �NGA. CP�91730 RANCHO CUCAMONG , CA 91730 (904) 9894087 - FAX (909) 989-8106 5HOP DESr,4M BY �. W. (904) 989-2087 - FAX (909) 989-8106 SHOP DESIGN BY —�- . W TREAD D/MENS/ONS EAR 5P/RAL STAIRWAY 400 L.L. LE TREAD TO COLLAR TREAD CONNEGr/ON DE5/6N COLLAR COLUMN MBE � 'Ro" -SEE SCHEDULE (TU YP/GA USE- SAME A5 TREAD TO COLUMN. 3" TREAD N/r - , 5EE PREV/OU5 SHEETS. PIPED 1 J - BACK STEP M: //64" • nl ✓ = 300 GOY/6E COLLAR U W m 5//6" D/A. v 5Er SCREW i 2 COLLAR -------- u 1Jl C. EA. 5 E O COLLAR TO COLUMN OF 57EP h G = (Ro 5/N 00/2/ - 0.375 )2NY Y Ro-1,- Y 3�25 - G b . Y+12 Y CHECK FOR Ro = 30" Y _ 30-2+Y 3.25 /4.78 3.25 7.89 + /2 7.89 b = 8./9" Ro 'G" ,b„ 30" 14.78" 8.19" 33" 16.33" 8.3/" 36" 17.68" 8.41" 39" /943" 8.5" 42" 20.99" = VMAX = 300+ ./56" = /0/64" 5ET SCREW 43EAR/N6 AREA CVE TO 5EE SGREN � 4 55.cR5�15 A = [7r(0203)/2 + lr(0./56//2,b 0/56 (4) = 0.03-52 IN 2 iv = 300/0.0352 �V64-CS-M = 6,522 P.5.1. < /4,400 P.5./. (STEEL SHEAR) �r 12,000 P-5./ (ALUM/A4/M SHEAR 6016/-M GOL.) CHK (22 #12 S.D.S.T.S.M.S. TEK5 OR EQUAL (EN 1NEERiM5 0.109 MIN. ROOT D/AM. = 0./57 MW DATA FOR ALUM/WAN A = (0157)^2 it/4 = OO/q4 SnWA: MRES VALLO)oy = 0.0194 x /O K.5.1. x 2 = 3,9,90,> 300+ Ft, q0, Ml V. VALLOrr = (540 x 6' O.G./L2/ x 2 = 540# �,— 4 PER 24- ) 300+ -RR 30=56 TABLE •Il L5E.• (2l #12 5.D.5. r.5M.5., TEK5 OR EOVAL L.A. C17 -Y R. R. /TYR.R. 23768 d 4C.B.0.. R.R. 03056. 5GREN5 /N ALUM/KIM SHALL BE COATED OR FLAM12-CARBON STEEL. _WHEN EXPOSED TO THE WEATHER, 7NE) I- SMALL BE AIF TEN/T/G �• 5TA/NLE55 STEEL. SEE 5.4./. ALUM/NUM DE5/6N MAMJAL. 5 r/FFENER5 40 DEGREE LANG/N6 PLAN *REFER TO NEXT SHEET FOR DETA/L5 s N07E5 90 DEGREE BEND 1/8" 5 TEFL 3/16" ALUM/MIM -P F--5 P/GAL F /FFENEF //4" 5TEEL ALUM/NV- n 60 DEGREE LAND/N6 PLAN D/MENSIONS TABLE 0/AM. X=D/2 + /" Y=X1- &F - WOOD F.n�. lig, iOc• SMJEa SP/RAL 9FE "m 7/ OF_. WOOD ItlC• ' SzwT 5P/RAL-, s*E,w. 72 c •—, IV STA/RNAY 85-82 24.0' STA/RkYA)'sftcwwr,ui- 85=82 �; 61-01, 37" rawx,s - a area.*-W&A lv� doe w. /-7-// rtrxr�.yr m.�.rireae¢,�a+cota� °"� /-7_// 40" 28.1' 10040 FOOTHILL BOULEVARD FOR THE IRON WE 10040 Foo74m1 BOULEVARD RANCHO C(ICAMONCA, CA 91730 Fop 7NE IRON 11.5" 5% %P 5%iQP RANCHO CUCAMONCsA. CA 91730 (W9)980-2087 - FAX (909) 984A106 pMGNM (904) 989-2007 - FAx (909) 989-8106 DERGNM By. w. LAND/NG DE5/GN LAND/N6 DE5/6N STEEL s ALUM/NUM 7'-O" O/A. 57'A/R /5 GR/r/GAL 7'-O" D/A. 5TA/R /5 CRITICAL 5 r/FFENER5 40 DEGREE LANG/N6 PLAN *REFER TO NEXT SHEET FOR DETA/L5 s N07E5 90 DEGREE BEND 1/8" 5 TEFL 3/16" ALUM/MIM -P F--5 P/GAL F /FFENEF //4" 5TEEL ALUM/NV- n 60 DEGREE LAND/N6 PLAN D/MENSIONS TABLE 0/AM. X=D/2 + /" Y=X1- &F X/2 L/=-1%2(Xl-2" 5=0" 31" 22.0 /5.5" 4/8" 51-6" 34" 24.0' /7.0' 46.0" 61-01, 37" 26-2' 18.5" 50.3" 61-6" 40" 28.1' 20.0" 54.6" 7'-0" 43" 30.4" 11.5" 58.8" * REFER TO PREV/GtX' SHEET FOR DETA IL. S .s No 465 sten 5P/RAL SHM No. 7.3 a - WOOD En�neetinp,, Inc. STA/RWAY se.u.reo:..3c 40. 85-62 m,.,�rs ' &rsoa.W /-7-// 10040 FOOTHILL BOULEVARDTHE IRON DATE RANCHO CUCAMONGA, CA 91730 FOR (909) 989-2087 - FAX (9090 989-8706 SHOP OMGNED BY-`=� u/. LAND/NG DE5/6N 5MEL s ALUM/NUM //6" 57EEL DECK OR 3//6" ALUM/ACIM L/4Ax = /6" 5 = 12(125)^216 = 0.03 / _ /2(0./?5) 3//2 = 0.002 ft, /33/0.03 = 4,433 r?? K.5./. srm OR /4 K.5.1. AL4P~4 d = 0.001111(40X133)"4 /,726 = 0.036 r L/360 ('044) O.K. 297 Eb x 0.002 5/ syra = 21166 x 0.002 = 56,000 E/ Ac MMM _ 10.06 x 0.00665 = 67165> 518,OR0 O.K. USE. //6" 5TEEL OR 346" ALUM/AelM PLATE TO SPAN /6" MAX. I I 3 LAND/NG EDGE GA5E L = 44" W = L290 M = 0.1283(/23)44" = 6974'0 CA5E l A = 0.0/304(123X44)-4 = 0.025 < L1360 1'.12 211 E6 (0./970,) GAAISERV. / FOR L 2', 7- X &V' r SM/. 67 fa = 694/0./3/ = 5,2976 P.5./. t 22K-5.1. smL OR //,/56 P,5./. ALaww4 /SE.• .//6' 5TEEL OR 3//6' ALIAN/AUM. 1 /.335r50+� PLATE W 2' EV&E UF.. I = 67 I I 4/0'�.. - -- 44" WOOD 5P/RAL •7-5 aF_ ,y STAIRWAY NO85-62 7-H 10040 FOOTHILL BOULEVARD Foe THE IRON RATE RANCHO CUCAMONC'A. CA 91790 ' (909) 989.2087 - FAX (907) 989 106 'SHOP G691I;I®By-�J- . W . COLUMN 2E5/6N X 450 0£6 5 Mel- Pnc-x L., = ((407iD?J/4J125) = 39270-2 O FvAx ap vyAo = (311.170 2)/2 = /17.630"2 P � o = 0.4244R OR 024220 MwAx = M630 2(02/??D) = 4.1703 P ® M.ax = /97.630? + (/0/40/397270 2 = ?9.450"? TRY P/PE 3" O/AM STD A - 2_06 /N ? 5 = /63 /N 3 e = /./7 hwAx = 1.2 Co' K//r = 123.0 Fo = 9.67 K.5/. ® 0 = 7.0' Pamo - /.44k )'o = /44/2.06 - 0.611 M7.o = 4.17(7.0% 3 = 142k fa = l.4?(12)463 = /0.45 K.5.4 fb fa _ 10.45+ 0.61? Fa + Fo 0.66(35) 97.67 = 045 + 0.07 = 0.52 /.O BY G(XPAR/l PAFF$eI III rN CHK. LAT. ON COLUMN P- /5 nw ��x 7ww Px FAQ AXIAL AK r w rotc, = 35 P.L.F. (SHT. /O/ 3720 P ✓ = (12/2/35 = 2100 W sw'rr = (O.?GY400J/40/397?7D? = 3650 ✓eo. = O3q/W No = 1x(71 214)X1O#X125 = 4810 = 0.341(3650+46/0/4? _ ?B P.L.F. Y 35 P.L.F. /660 fb = 0.630X/2/163 = 4.64 K5/ F COMB/NEO +D+W Haar camcAL now an w s e e) /0.45 + 4.64. 0.6g = 0.65 . 0.07 = O. Z2 ,r /0 0.66(35) 267 N GONNEC T/ON . TOP $ BTM 3720 P'= MIH+V=/.426.75+2100 = /62 + 2/0 -.3720 W/ND - 2/00 (1 //?' x 4' LAG 2" PEN /N HF E.O. = 1660 W' = 5x2'.y 2430 x 0.7 a / 70/0 i 3710 UNBAL. - /620 Z'// = 5 x 26!Vx 0.7 = 7000 A 3720 GIaIBLE LA65 GONSERV. 3/6'm Gw1 a INTERMED/ATP LANOIA456 OF 2 5TORY WOOD E - ---- ring, Inc. aaxcr SP/RAL MMT,D. 74 OF- &.R.W&wh."0 STAIRWAY BS -B2 jog Na cm.,aor ��ersv� 1 M40 FOOTHILL BOULEVARD FOR THE IRON OATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP 0MGN® sf= WI- AMP/N6 DE5/GN w = (/52//2X50)2 5TEEL OR ALUM/A04 = 427 0/' //6" STEEL DECK OR 3//6"AL41M/NUM 114"x 2" RIO CASE 2 I L = 56.6" W = (/?7/2)(4.90,) = 3/1# M = 3//(56.6)/6 = 3,047 x 1564 /r-tba h, = 3,047/(? x 0./3/J 1/,632 e 22 K.S.I. snmL OR //,/56 P.5./. Aumm#4 O.K. 3//(56.51 3 U5E 31O.'RID FOR ALUMIM /M d T1' - 60(297E6)2 x ./q0 - O./O' 0.06 < L/360 (0./6J O.K. sa-c Furor o aos CHECK 346 " ALUM/MIM E/ sma = 2gE6 x 2 x 0./90 = //.02E6 E/ Au"mm = 10.06 x 2 x 0.266 = 5.4/,66 A Au"mw = 0.06(//.02/5.4/,) = 0./6 = L1360 OK. I U5E.• //4" x 2" STEEL RIO OR 3/6" ALUMIMM RIO I A5 SHOWN /N CASE 2 $ LAND/NG PLAN. LAG5 AT 5UPPORT 112' D/A. x 4' LAG W //6' 57,6,6E H.F. h Z.L = /300 0LA85 = 1560//300 = /2 SAY? l/4' STEEL 3/6' ALUM/At 9�f CK. ENTIRE LAND/N6 P - A3 35)500 - 6/20 CASE 2 P/2 = 6/20 = 3060 OLAss = _106011560. x_1.96 SAY? (2) 1/2" LVA. x 4' LA65 M/N. WOOD Ebonewing; Ina. satis.,reoi..s„ msre� amae/r:rrrarsl7Ll� - ICKM FOOTHILL BOULEVARD POR 7 RANCHO CUCAMONGA. CA 91790 (909) 989-2087 - FAX (909) 909 106. - COLUMN DE5/GN TRY P/PE 3 D/AM. 5GHEP"iff 40 A = 223 /N. _2 / = 3.0-2 /N. "4 Rtt4 = 7.6 KL/r = 12x/2//./6 = 124 TENS/ON /N BEAM Far - 24.0 KS/ s�rNa--76: a- ,OB„o. 85-62 Rae -2-7-H CE9GNMBf�`�. U). ALUM/NUM 606/-T6 5=1.721M.-3 r=1.16 COLUMN COMPRESS/ON 5 = 7.6 < 66 Fo = 20.2-0 /?6KL/r = _2o.2 -o. L264124,) = .202 - /5.6 = 4.58 K5/ COLUMN COMPRESS/ON ELEMENT 5 - 7.6 14 < /4/ _ 22./-0.799 7.6 = 22./-220 = /1/110 K5/ COMPRESS/ON /N BEAM 5 = 7.6 <2q Fc = 25 KS/ NO V$Afr7 STEEL SECT/ON AC MAL $TRE55E5 /5 GOA5ER✓AT/VE DUE TO SMALLER SECT/ON PROPERT/ES OF 5MEL SECT/ON. fo = 0.6q Fo - 4.56 K51 fa/Fo - 0.69/4.56 a fa/Fo • fb/Fb = 0.15 •(/0.45+4 64)/24 =0./5.0.62-0.77 f/0 r t -�. , r. %i. WOOD Engineering, Inc. �.��4 Ter 24 &rW loom FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989.8106 `P/RAL STA/RHfAY SHEETNO. 77 OF- . /-7-// WOOD Inc.. m+�.yBv4••o MME -W m.,.oren.sewe�sv� U10040 FOOTHILL BOULEVARD RANCHO CCAARONf A. CA 91730 (904) 989-2087 . FAX (904) 989.8106 i �/-//�.,�. _. _ STA/RWAY FOq THE IRON °"� OESKJ®9•��. ul. sHOP COLUMN DE5/6N 055 - PIPE 3" D/A. 5TD. 5TEEL A53 GR. B OR PIPE 3"01A. SCHEDULE 40 ALUM/NUM 606/-T6 COLUMN FOR 5TA/R D/A. OF 7=0" MAX. AL T. 5TEEL H55.9 -500'5rO.2/6" OR ALUM/NUM RCVND TUBE 3500" 0.0. x 025" WALL 606/-T6. NOTE LARGER P/PE AC MALL Y U5ED ON PLAN FOR D/AMEMR5 OVER FOOT/N6 DE5/GN Pr = ((40�10/7rD?/4JL25 = 49.08D 2 2.405# 50/1- BRNG. NET = /,SAT - /50 = /,350 P5F W. Fr7V6. = 50% BRNG /.33' SAY /6' SG? USE.• 16' 50. x /2' DEEP FOO M6 FOR 7-O' MAX. /-STORY 5TA/R. /500 P.5.F. SOIL. . 0.1 . . .. WOOD Engbwerlsi&IIIe. .s&..Ww&vr-"v 7Aol Na.- c- moose ®rrvv-wl loom FOOTHILL BOULEVARDFOp RANCHO CUCAMONGA. CA 91790 (909) 98P2087 - FAX (904) 989-8106 SIIBIER /7CnL SrA/RWAY 91N0. 'Ci OF- EET� 85-82 jou molt: OFSRSi®BY-. W WOOD Inc.. m+�.yBv4••o MME -W m.,.oren.sewe�sv� U10040 FOOTHILL BOULEVARD RANCHO CCAARONf A. CA 91730 (904) 989-2087 . FAX (904) 989.8106 i �/-//�.,�. _. _ STA/RWAY THE IRON SHOP BEAR/NG PLATE L�5�X.GL 7" 0 a=5-/75=3.25 A = 76.541N^-2 M = ((325,) 2/2) PIA 7" M = 516/ P/A"# .3'01A COL. O.D. = 3 //2' a = 4.949-/.75= 3.20" 3"01A COL. O.D. = 3 //2' M = ((310) 2/?l P/A1/N. 10" D/A.A = 49 /N.? 7=0" D/A. W/O" D/A. OR 7"50. PLATE M= 5./2 P/AV P = 1,405# ® /-STORY A = 1it1D?)/4 = 3.1400'Z14 = 78.5 w = 2405/76.5 = 3/ P51 M = 31(3152/2 = 164"# GK. l/4" PLATE RVnnvF�e 5 = /(0.252J/6 = 0.0/04 /N. 31d A/5G. 192f Mr/4'V F//. a, MA slm = 0.0/04(0.75x36,000) = ?&"# .1 164 MA Au.« 6,16/-ro = 0.0/04(26,000,) = -241"# -� 164 "# PLATE CONNECT/ON V = 4/40 x 1,054# ((/J3/6 "m HIL T/ KW/K BOL r.3, seEcorc� 3-//2"EMBED) oFs/sr/ USE.• 10',91A. OR 7'50 X //4" BEAR/N6 PLATE (A36 57EEL OR -t' 606/-T6 AU.M/KA"/) FOR ALL 5TA/R D/A. AND ONE STORY. s 4-316",91A M/N. HIL T/ KN7K BOL T 3 AN HoRa ' ('TORME 20 FT.-LBJ, 3 //2' EMBED. L.A. R.R. 25577. NO BASE fE D/MEN5/ON5 SH00W ABOVE ARE M/NII-CM r. _- D/MEN5/0N CONFIRM ACTUAL BASE M D/MEN510N USED W/rH MAAVFAC7i/RER OR ON APPROVED PLANS a WOOD E M.Zggavi v -- Inc. ,.. mW& `odrM( mom/ -RANCHO FOOTHILLOUL CA 91730 C (909) 989-2087 - FAX .A. C 98 17306 � SP/F?AL 5TA/RNb4Y D*iET a 7q OF JOB W. 85-6? WOOD Inc.. m+�.yBv4••o MME -W m.,.oren.sewe�sv� U10040 FOOTHILL BOULEVARD RANCHO CCAARONf A. CA 91730 (904) 989-2087 . FAX (904) 989.8106 i �/-//�.,�. _. _ STA/RWAY slE£no w 9c_ ,oe n o-5,92 /-7-H DATE10040 OEMNWSY-`' . W. THE IRON -7-// °"'E OEgGMMfff T�� u/. THE IRON SHOP Sl'/OP COLUMN 6'-0" D/A. X -24'-0 " HIGH -SPIRAL 5TA/RWAY (LATERAL SUPPORT LAND/NG Ar /2=07 3rld FLOOR 1 -LAND h 3 /? COLOWN LAND/N6 h COLLAR ry h 4-5//6' D/A. SET 5CREN5 2nd FLOOR h 7 LAND/N 0 N /st FLOOR 4' O.D. COLUMN INNER / .D. 7'YP. TREAD COLUMN DE5/6N 6 =0' DIA. X 24' H/GH ?-STOR)' X900 DEG. 2-57ORY PYnox =?.5(50 P5F)7tD?/4 = q,9.17,0-2 # PMox BEND/NG = (98.17 D "2)/2 = 49.08 D "? # o = 0.4244 R OR 01L2212 Mmox = 49.08 (0.2122), 0-3 = 10.410-3 W FOR,o = hfi)ox = 2249'# P/nox = 3,5340 4' O.D. COLUMN DETA/L / PIPE.9 //?" X -STRONG 5TEEL OR P/PE 3 //2' SCHEDULE 60 ALUM/NP/M 606/-T6. 4'0.0. /O' D/A. X 3/6" BE/1R/N6 PLATE W/(4J HIL T/ KW/K BOLT 3 5TA/R ELEVAT/ON PAD F017T/lYG P/PE 3.5" D/A. X -STRONG 5TEEL A = 344 /N2 hMAX = l?' -O" 5=2.97/N.3 K= /O Fo = /130 0 fo = 353/3.44 = /03 KS/ x /130 KSl io/Fo = /.03/1130 = 0,04'r 0.15 = 9.09 KS/ x 0.6(25) = 2/0 KSl fo . fb = 0 09 r 9.09 + 4.64 = 009 + 0.65 = 0.74 x /.O Fa Fb ?/ USE.• P/PE 3.5' D/A. X - STRONG A53 GRADE B WOOD Et�tt@d11g, Inc. . 5P/RAL sNEErNo. 8/ OF_ WOOD Et1�1lC!'t111$� triC. sua�cr SP/RAL IRNA Y s rHo. g2 OF - mva.rdv ..+v STA/R/NAY5TA 85-826p6isitl JOB No. a.,,redve�A..d.re tft0.4- roe ND. /- 7-1/ cn,.saeeenmsare�sra.P DATE /-7-// laoao Foon(iu BOULEVARD BOOL Fon THE IRON oa>f �C p FOOTHILL CA 91730 MR THE IRON PLAN RANCHO CUCMLL CA 91730 (909) 989-2087 - FAX (909) 989-8106 Si•10P DESIGNED BY -. w. (9M989-2087 - FAX (909) 989.8106 5HOP DESIGNED 13Y rO/CMN DE5/GN - 6'-O" D/AM x 24' H/GH ALUM/NUM BA5E PLATE 6',01A. X 24' H/GH 2-5 TORY TRY PIPE 3 //2" 01A M. SCHEDULE BO 606/-T6= 5" - 2" /O" D/A., A= 78.5 /N- o = 3" A=3.68/N.2 /=6.249/N."4 5= 5.14IN.3 r= /.3//N. R&4 = 5.6 M = ((3 2/0/ PIA = 4.5(P/A) KL/r = /1x/2A.3/ _ //0 P = 3,5340 P/A = 3534/78.5 = 450 PS/ - 5EE COL. DE5/6N TENSION /N BEAM M = 4X3 2)/2 = 20-1"# ! 249/ # (l/4" PLATE, Fae = 24.0 K5/o 7' D/A. /-STORY/ COLUMN COMPRESS/ON ! 29/ "# (ALUM/NUM) 4" O.D. COL. 5=58!66 Fo = 20.2-0.126KL/r = 20.?-0.126.0/OJ = 20.2 - /3.86 = 6.34 K5/ = ✓ =2249+7/8.75' = 257 • Vro/ ar = ?5577 #.210 =4670 ! /, 70/0 SHT. 75 COLUMN C0MPRE55/ON ELEMENT ! 7000 SHT. 75 5 = 5.8 1.4 l 1,0540 5Hr. 78 ! 141 FOl'JT/NG 51ZE = 22.1-0.799' = 21./-1.41 = 20.16 K5/ p 3534 L ` SQ 5 0/L BRNG 1350 COMPRESS/ON /N BEAM 5 = 58 X29 Fc = 25 K5/ NOTE: 415/N6 5 M SECT/ON ACTUAL 5 ME -55%=S /5 / 12- CONSERVAT/VE DUE TO SMALLER SEGT7ON PROPERT/E5 OF 5MEL 5EGT/ON. fo = 1.03 Po = 6.34 K5/ m- fo/Fo = /.03/6.34 = 0.16 -- 0./5 U5E.• 10",01A. X 3/2e" BEAR/N6 PLATE (A36 5MEL OR = 0./6 + 057 = 0.73 ! 1.0 606/-T6 ALUMIAVM) N(/(4) 3/8" D/A. HILT/ KB3 s ANCHOR5. AND 20'W. X /2' DEEP. PAD 415E.• PIPE 3 //?' D/AM. SGHEDN/LE Boo ALUM/MJM 606/-T6. 50/1 - FoorIN6 N!/ 1500 P5F 50/1 - WOOD Eo IpQ, wear .S?/RAL ...: SMUEMM 63 0F_ --- WOOD Fdf�Oee!!e� Inc. waeEcr SPIRAL �cNa 494 cF 5TA/RlNAY 85-80 � STA/R{YAY JOB No. 85-82 mraet�.cr joswo /-7-// aasamLEVAR °A1E 1-7-H 10040 FOOTH&L 90U(EVARO FM THE IRON 0040 FOcrn RANCHO Cl cA 91730 FM THE IRON RANCHO cucAMONGA. CA 91730 (909) 989.2187 - FAX (909) 9898106 SHOP oE5W7� 9Y�T- . W. <904) 989-2087 - FAX (904) 969-8106 SHOP pip gy-`�. W . HANDRAIL CHECK ALUM/NUM OR BRA55 k CHK. RA/L TO 0/5TR/BU7E ry 200 0' TO 4 SALL05TER5 M = (200/4J(211Z + (20014X2/ r 2//?J =525"#r/575=?1000'# ACTUAL S rRE55: (5EE NEXT SHEET FOR o ALLOPYABLE 5TRESSJ 116" WALL /75 0 /70 5 = 0.098/751.5/ PLAN .098 /5 . / I/2" D/A. 1 5 5 = 0.098/75 ((1'?Sl 0'113 /l3 HANDRA/L / //4 " D/A. /.25 fb/5"D/A. = ?/00/0./72 BALLUSTER /2.24 K-5/.> 11.30 3003-H/4 ALUM. ! 12.76 BR455 500 3003-H/4 ALUM. 8Z OVER O.K. 2.. PORT/ON OF 2000 LOAD HILL AA BE ,TRANSFERRED INTO AXIAL TREAD LOAD rHROUGH CIRCULAR f TENSION fb 1-25'01A. = ?/00/0.//3 w BOL T _ /49.549 K51 ! ?4-2 K5/ (606/-76 ALUM) //4' WALL 1114, 5 / " D/A. x //4 " THICK 1,4 25)-4 - 0.75)-41/ = 0.098/75 /?5 0./67 fb = ?100 / 0./67 = 1.236 r L?. 76 BRA 65 HANDRAIL CHECK ALUM/NUM OR BRA ALLONACLE 5TRE55 FbORA55 = //7(149///,65 = /?.76 Fb BRA55 = 1.24(40)17.00.95/ = 25K5/ O Fb ALUM = /./7(35)17.65 = ?4.6 K5/ 606/-T6 fbAL1/M x -1.2400M.CY'195) = 24-2K51 6061-r6 6061- r6 OR FbAL41M = /.17,1/6,)//65 = /1.3 ! 12.76 3003-H/4 FbALUM = /-24(/9)/1.0(195/ = L?./ ! 12.76 3003-H/4 h CK. OAK HANDRAIL 5 = 2(1.75/ 2 /6 = 1.021 OAK HANDRAIL fb = 2/00//.021 = 2057 - fb = //SO x 15 = 1725 ~ 2057 /9175 OVER O.K. SE E PREV/OYI5 SHEET //4'0.0. X //49 HALL 6061-r6 ALUM. OR / 112"0.,0. X //8' NfALL 301/3-H/4 ALUM. OR B43-94 STD. H -SO BRA55 OR / 3/4'X?' OAK HANDRAIL OR 1-//4' O.D. x 114' HALL B43 -q4 HSB BRAS$ WOOD Inc- SHMNO. � OF- e 'r .d~&.I*WD-*- loom FOOTHILL BOULEVARDFORTHE RANCHO CUCAMONGA, CA 91730 (909)989-2W7 - FAX(909)98"106 5rA/RNAY bi 85-82 °N� DESIGN® 8'��. W . IRON SFIOP OALL057ER 5/l6 " D/A. HOLE GK 3/4 " X 3/4 " 5OL /D ®H = 38 " e} _ (0.3/3 P = 200/4 = 50# 1►1 M = 50 x 38 = 1900'# 5 = 0.75((0.75) 3 - (0.3/3)"3I 3/4" 0.0652 6(0.75) 3/4" X 3/4" a BOL r HOLES = Z = (0.75/4)(?0.75, 2 - ('.3/3) - 2J = 0.087/ 5TEEL (Lbdl / /t 21 = [3B(0.75W /!0.75 21 = 5/ /0.0,961 / [,-yl = [0.08(29-56)] //36(631] = 64 � 5/ Mn=MP=FyZ</.6My Mn = 36,000(0.0870 = 3,136"# /.6My = /.6(36,000 x 0.0652) Mn / J7 = 3,136//67 = 1,878 "# N /,400 b /Z OvER 50 K.S.I. STEEL L5E0 ALUM/NUM fb = /900/0.0652 = 29./4 ti 210 K.51. ALUM. 606/-r6 4J6 OVER O.K. GK 314" 50. x /6 6A. P = 500 M = 50 x H" = WH" #. O 750.75) 3 -_0.63(0.63)"3 5 = 0.0353 0.06' 0.63" 0.06 " 0.75' -((0.63(0.63) 2%/41 = O. /055 - 0.0625 = 0.0430 sumer-W-„V�6 94EUMM � I OF - WOOD Fi�lsw -W �& 5rA/RNAY Am No. 05-102 10040 FOOTHILL BOULEVARD THE IRON DATE U RANCHO CC.-MO04GA. CA 91730 Fon (909) 989-2087 - FAX (909) 909 106 SHOP 0E5IGNED CHECK 5ALLV57ER FOR2GY2# VERT. /COMP GR/r) BY COMPARISON TO 200# LATERAL, P= 50 # r = 0.75 (0.75 3 � O.6 0.631 3 = 0.3/64 - 0.1575= 0283 Z2 0.75) 2 - 0.63) 2 12 0` A - SUPPORTED BY G/RGULAR HANOR41L K L/r = /Gi3BJ/02B3 = /34 FA = 8.32 K5/ BY /N5PEC r/ON, Pol%ry = 0.1656 X 10.32 k Sp ALUM/MIM NOr GR/ r/GAL. 05E. BALLU5rER AS NOTED ON PREVIOU5 5H7- GHEGK /NTERMED/ATE RAIL 4"OIC (TYP,) L = 310" OR 32' P = 50#/3 = /7# PO/Nr LOAD (500 ON ONE SO.Fr.I R = 11# 1 M = /7(-,9)14 = 162'0 ( 927"# 5TEEL t 74/"# ALUM/NUM (PREVIOUS SHEEV GK GONNEGr/ON TO TOPRA/L m �� gLLUSTER h V = /30 NOT GR/r. 0 �1 INTERMEDIATE RAX 5 rrP. /! �E. SAME AS 0ALLV57ER 3/4 x3/4 it/66A10CW W GONNEG TOR ® BOTTOM PY/ //4'-20 5GREN i 5//6" se SGREN t GONNEGTOR ® TOP W 0/0x3/4 " SHEET METAL SGREAl WOOD � InC. summa SP/RAL g1EETNo. 106 OF 6ja,-M 5TA/RNAY jmNo. 105-82 loom FooTHiu BOUL VARD�, THE IRON °ATS RANCHO CUCAMON('A, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP OLEO By�W .. . BALLU5TER 5 rEEL b/t=0.63/0.06=/0.5 A = /.IZE/Fy) -0. 5 = /.l2(29E6/50E3)"0.5 = -27.1 /0.5 : COMPACT. FLAN65 LOCAL BVCKL/N6 ANO NEB LOCAL BlJCKL/N6 NOr GR/T/GAL. Mn = MP = Fy Z = -50,000 x 0.0430 = 2150'# l6My =/.6(50,000)0.0353 = 2,824'W 2,150'# Mn / 116 = ?,150/1.67 = 1,287"# /-/MAX. = 1,287/50 = 25.7" 5AY25" 310-H=38-25= 13"5AYle" ALUM/NUM b/t = 10.5 t 5/ = 2/ .: Fb = 2/ K.5./. MALLON = 2/,000 x 0.0353 = '741"# HmAx. = 74//50 = 14.82 5AY/5 " /S OVER O.K. 38-H=310-15=23" USE: 514"x 3/4" SOL/0 rO /8" ABOVE TREAD FOR 5TE-5L 1 Z3" FOR ALUMIAW $ 514'x 514'x /6 6A. (0.060 % TO TOP HANPRA/L (Fy = 50 K51. 5TEEL $ 606/-T6 ALUM/MIM) 50# BALLUSTER GONNEG T/ONJ 57EEL OR GK. //4" D/A. M.B. 5TA/NLE55 5TEEL ✓allow = 0.044 X 1OK51 = 490# � 288# m GK. BRN6 ON TREAD A = 0.25 X //B" = 0.03/2 ?BB't Pa//ow = 0.03/2 x.92 K. L6E.• //4" D/A. M.B. IN 57EEL OR ALUM. 5052-H-52 2310# WOOD Lsc. ► SPIRAL . ,T„o -1010 of -.. 5TA/RNAY nn era, JOB NO. �.orsnue.erel+w�rn Ohre /-7_// 1OOW FOOTHOL BOULEVARD WB THE IRON RANCHO CUCAMOISIGA. CA 91730 (90% 989-2087 • FAX (909) 989-8106 SHOP O qmw BY-`� . W . SP/RAL 5rA/RPYAY bx6 POST 02 P. F Fc = 700 E _ / 366 E''mt = 0.4766 L = 11'-O" PMax = 7.78 le/d = 9x/2/55 = 19.6 Fc = 700 --\-GON5ERV. Fce = 0.4122(EMINi/ l ald)21 Fee / Fc' _ /006/700 = / 44 _ /r/ 44 - / lol.4) 2 / _ 44 CIO41x0.8 Zx0.8 O.8 =1.53-0.73=0.80 F�: = 700x0.80 = 560 -r 625 Fc! Po = 45.5)^2,1560) = /6,11400 -� 77,90# USE.• 6X6 02 0..F P05 FOR /6.11 Klnox �� Inc. WOOD Sft.ft,rSv**v CLmso6�edetalsiv�+6 RAN0040 CHO FCUCAMOOOTHILL BOULEVARD 790 (904) 989-2087 - FAX(909)98"106 SuBim 5P/RAL 5rA/RNAY 9&iT No. 69 aF_ � 85-82 DATE /-7-// WOOD v-ghwe lai Inc. mai ►o 10040 FOOTHILL T80ULEVARD (SHO C CAMONGA. cn 91730 (909) 98P2087 - FAX(909)9698106 us�ECF 5P/RAL 5TA/RH4Y s VOM `70 OF. "NO. 85_&2 /-7-// STA/RNAY85-82 • DATE FOR THE IRON FOR THE IRON SHOP 6UARORA/L (GUARD) MLL ORL 6UARORA/L (6UARDl LOADS 6UARDRA// 9 BY OTHERS N = 20 P.-L.F.6UARDRA/L HORIZONTAL (CONT_ ME �- b/t = /35/0.075 = l8 OR 6 =6" MAX. CONSERVATIVE P = 2004 ANYWHERE 11 d p = L/2(E/Fyl 0.5 = /.I2129Eb/36E6)0.5 = 32 > /8 COMPACT. FLANGE LOCAL B.CKL/NG ANO NEB LOCAL BUCKL/N6 NOT CRITICAL. P = 504 ON ONE 50. FT. ON RANCHO CA)CAhAONGq• CA 91730 (900) 989-1087 - FAX (904) 960.8106 INTERMED/ATE RAX HORIZONTAL D' PLAN Mn = m = Fy Z = -16,000 x 01287 = 8233 "4 Mn/ld b = 8,233/1.67 = 4, 930# 3,900 "4 L = 6.5' N = 20 P.L.F. OR P = 2004 2004 Mw = (20(6.5?)) 1.5 = /260 /n. -/b. ALUM/NUM MP = (200(b.5x/2)) /4 = 3900 in. -1b. Rry =46-512220 = 654 504 /CO4 504 R 6=6" p = 200/2 = /004 OR 2004 MAX .� � MGAN7 '504(6.5x/2) = 39TOP RAIL LOAD 00 in.LB. D/5TR/BUT/ON b/t = 48 < 2/ .: Fb = 2/ K.5./. MALLOW =,21,000 x 0./93 3,900'4 GK /-1/2 x l -l/2 x 0,075 (I4 6A) 7LBE 1004 5 = [(lX/5J 3/ - (/.3X1.35_ 31Li6(l5)I = 0.193 Z = [(/ 50.5) - [(l35(/.35)"ZJ/41 U5E, /-1/2 x /-//2 x 0.075 (/4 &Aj TO SPAN 6'-6' MAX. Fy = 36 KS/ 57EEL OR 606/-T6 ALUM/NUM. = 0.8438 - 0.6/5/ = 0-2267 1004 1004 5/N&LE SPAN 0.075" /.35" 0.075" LIVE LOAD5 M/FT = (SO✓3)/4)/2 = 450 hl?. lb. SCdIARE- TUBE " 0 P.5.F. FLQOR/LAND/N6: 40,=5F- WOOD F,ogtseeein�, .. aeiac. S• .:.. .s wo 9/ oF_ r WOOD $p�flall0W]km :' aia�r_uv+� ...._... caP/RAL STA/RNAY� Fxa• •� oc=,� ,. STA/RNAY85-82 sw�.rea...v mm.deasara+slvw�Fax "*E IOBOUEVAR t /_7_//-7- wle 77E IRONHE 100 FOO7►LL BOULEVARD RANCHO CUCAMONCsA• CA 91730 IRON SHOP W . RANCHO CA)CAhAONGq• CA 91730 (900) 989-1087 - FAX (904) 960.8106 5HOP OESIGMEDav�W W. � (904) 98P2087 - FAX (9ov) 99PB1o6 oESK'r®av�. 20/0 G.B.G. /2009 I.B.G. 9E5/6N LOAD5 5UMMARY 611ARDRA/L INTERMED/ATE RAIL5 ® 4 0/C 3I4'x 3/4'x /6 &A. LIVE LOAD5 M/FT = (SO✓3)/4)/2 = 450 hl?. lb. 0 P.5.F. FLQOR/LAND/N6: 40,=5F- RIFT = 50 MAX. RIF M/P/CKEr ® 4'0.C. = 450/(/2/4) = 150 /n./b. TREAD: 40 P.5.F. OR 300 LB. ON 4 S0. -IN... RIP/GKEr = 50/(12/4) = l74 SPEC/AL LOAD5 GK 3/4x3/4x/6 6A (0.060 M/NJ p a1 HANDRAIL AND 6UARDRA/L: 200 LB. IN ANY D/REGT/O N. MA sna = 9?7"4 > 150 in. -Ib. -Syr. 66 INTERMED/ATE RA/1.5: 50 LB. ON ONE SQ FT. M,, ALL#,( = 741 in. -Ib. > /50 in. -/b., GKNELD 5NON LOA05 V = 134 NOT GR/T. HELD //8 W12" Pg = 40 P.5.F. GROVND SNON LOAD V5E. 3/4'5z3/4'5r0.060 (16 &A) 7UB/N6 ® 4" O/C PP = 0.7 Ce Ct / Pg = 0.70/1(`/1)`/0)40 Fy = 36 K5/ OR 6061-T6 ALUMIAVM, //8"x 1/2" FILLET NEI -0 TOP $ B7M. = 40.3 P.5.F. 5A Y' 40 P..5. F. Ge = /1 SNEL rEREO (MOST SEVERE FAG rORI GONNEG T/ONS HORIZONTAL RAIL TO VERTICAL Gt = 1.2 UNHEArEP (MOST 5EVERE FAG TORI P = 2004 MAX. l = 1.0 (CATE60R)l /U GK 412 5CREN VALLOw = (9T(OZ/6) 2 /4) /0 K51 = 3664>.2000 N/ND DE5/6N DATA USE. (U 4/? x 24 SGREN EA. CONNECT/ON BA5/G NINO SPEED: 90 M.P.H. (3-5EGOND 60-5x) HORIZONTAL TO HALL -=.2000 ® 30' ABOVE &RADE. P MAX 1" - /.O GK (2) 412 x 2'.&Y. 5 /N HF W 0.120 STEEL PLA7L� / //?' PEN. Z = 1434 x 2,1/.5/00 x 0.2/6)) = /994 c, 2000 l�K. EXPOSURE G' HELD Q.K BY INSPECT/ON. WrERNAL PRE55URE COEFFICIENT• WA U5E. V 4!2 x ?" H 5. , BRACKET TO HALL 511.0 / //2" PEN COMP�7�5 ANZI GLAOD/N , WA 5 r 5P/RAL sir no. 93 of 93 WOOD —dnewbW, .- 57AhW" 85-62 al..creeasc� DIi1E /-7—// 103W FOO1wu BOULEVARD Fon THE /RON RANCHO CL CWAONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DE9D04ED SY�W W. i 20/0 G.B.G. f 2009 /.B.G. 0E5/6N LOADS (CONT,) EARTHQUAKE DE5/6N DATA /E = GO (OCCUPANCY GATE&ORY / OR llJ 55 = 28Sg 5/TE CLA55: D sos = i.00g Soi = 1.30g 5E/5M/G DE5/6N CATE60RY. E SE/SM/G FORGE RE5/5T/N6 5Y25 ORD/NAR)l MOMENT FRAME DE5/6N BA5E SHEAR: V = 0.39/ /'Np (A.SD•J G5 = 0.353, A T 30 FT, ABOVE &RADE. R= 3.0 A)VALY5/5 PROCEDURE. EalIVALENT LATERAL FORGE. 7