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SFD (04-3855)54385 Avenida Madero 04-3855 w 42004 I BUILDING & SAFETY DEPARTMENT P.O..-.ux 504. ( ,I y ,r -, (760j,777-70.12 IOK F1'ANCED*PI495 CA LE TAMPICO FAX (760) 777-7011 LA QUINTA; CALIFORNIA' 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number . . . . . 04-0.000.385.5__ Date 6%08/04 Property Address . . . . . 54385 AVENIDA MADERO APN: 774-231-016-5 -000000- Application description . . . DWELLING.- SINGLE FAMILY DETACHED Property Zoning COVE RESIDENTIAL Application valuation 121500 Owner Contractor PAULDEN EVANS DESIGN CENTER EVANS DESIGN INC, PAULDEN P.O. BOX 621. P.O. BOX 621 RIVERSIDE CA 92502 RIVERSIDE CA 92502 (909) 788-6.780 (909) 788-6780 WCC: STATE FUND WC: 7;6.8.37803 08/15,/04 CSLB: 652188 08/31/04 CCC: 13 ------------------- --- Structure Information ------------------------- Construction Type TYPE V - NON RATED _O-c.cupanc_y__T_yp.e._---•---.__.__...---.__-_.-. _.-.DWELLG/.LODG.ING./.CONE Flood Zone .. . . . . . . NON -AO FLOOD ZONE Other 'struct info.. CODE EDITION 2001 CBC # BEDROOMS 3.00 FIRE . SPRINKLERS NO GARAGE SQ'FTG 594.0.0 PATIO SQ FTG. 67.00. NUMBER. -OF. UNITS 1.00 FIRST FLOOR -SQ FTG, 1905.00 Permit . . . . . BUILDING PERMIT Additional desc Permit Fee 716.50 Plan Check Fee 215.73 Issue Date Valuation 121500 Qty Unit Charge Per Extension. BASE FEE 639.50 22.00 3.5000 THOU BLDG 100,001-500,000' 77.00 Permit . . . . MECHANICAL ; Additional desc Permit Fee . . . . 46.00 Plan Check Fee 11.50 . Issue Date Valuation 0 .Qty Unit Charge Per Extension P.O. BOX 1504 f�G�GI 78-495 CALLE TAMPICO TdY 4 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: Applicant: Applicant's Mailing Address: Architect or Engineer: VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760)'777-7153 Date: .& -.9 • 0,1/ Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. b ��- Z p License Class % License No. O Date Contractor `v OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county 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 Contractors' 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): U 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 or 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.). U 1, 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 contractors) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. BA P.C. for this reason >, Date WORKERS' 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. 1 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. Myyrorke co ensation insurance carrier and olicy number are: Carrier ST41`F K.5 Policy Number _ I certify that, in the performance of the work for whichihiss permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, 1 shall forthwith comply with those Date � t� Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSA N COVERAGE IS 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. CONSTRUCTION LENDING AGENCY hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is Issued (Sec. 3097, Civ. C.). Lenders Name Lenders Address 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 cance ii 1 certify that I have read this application and state that the above' rmati�colagree to comply w city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this coup to enter.-mentioned-prrty for inspection purposes. Date • �� ` 'Signature (Applicant or Agent): ;L Page 2 Application Number . . . 04-00003855 Date 6/08/04 Qty Unit Charge Per Extension BASE FEE 15.00 1.00. 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 EA MECH VENT FAN 6.50 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Permit . . .. . ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 108.56 Plan Check Fee 27.14 Issue Date . . . . Valuation 0 Qty Unit Charge Per _ Extension BASE FEE 15.00 1905.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 66.68 594.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 11:88 1.00 ---------------------------------------------------------------------------- 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . . . . PLUMBING Additional desc Permit Fee . . . . 135.00 Plan Check Fee 33.75 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 6.0000 EA PLB FIXTURE 66.00 1.0.0 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 6.00 .7500 EA PLB GAS PIPE >=5 4.50 1.00 ---------------------------------------------------------------------------- 15.0000 EA PLB GAS METER 15.00 Permit . . . . . . .GRADING PERMIT Additional desc . . Permit Fee 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Special Notes and Comments 1905 S.F. SFD PERMIT DOES NOT INCLUDE Page 3 Application Number ---------------------------------------------------------------------------- 04-00003855 Date 6/08/04 Special Notes and Comments BLOCK WAKK, POOL/SPA OR DRIVEWAY APPROACH ------------------------------=--------------------------------------------- Other Fees . . . . . . . ART IN PUBLIC PLACES -RES .00 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 46.57 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 COVE PRECISE PLAN FEE 100.00 STRONG MOTION (SMI) - RES 12.15 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 1021.06 ------------------------------ .00 .00 1021.06 Plan Check Total 288.12 .00 .00 288.12 Other Fee Total 2563.72 .00 .00 2563.72 Grand Total 3872.90 .00 .00 3872.90 Building Mailing Address T4ht449" . P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO ,t%S /N,dr-,,I,6QUINTA, CALIFORNIA 92253 wu-; D V!!Q 1 - State Lic. City & Classif. it JI11la #M -%A -r / I Lic. # AA 2 Arch., Engr., Designer Address Tel p. $3/ -Loot/ CityZip tat Lic o w Fi`E LICENSED CONTRACTOR'S DECLARATICNK I hereby of ' t?halIam licensed under pro 'dons of Chapter 9 (commencingwith Section 7000) of D' Sion the B siness and Pr salons Code, and my license is in full force and effect. .- S GNATUR DATE OyfM.BUILDER DECLARATION I hereby affirm that I am xempt 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 Me 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 penalty of not more than five hundred dollars (8500). f; 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, Bu/sness and Professions 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 improvement 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.) Il I, as owner of the property, am exclusively contracting with licensed contractors to con- struct 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 contractors) licensed pursuant to the Contractor's License Law.) fl I am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATIO11 DECLARATION I hereby affir that I have a certificate of consent to self -insure, or a certificate of Worker's Co en ation Insurance, or a certified copy thereof. (Sec. 3Q00. Labor Code.) Policy No. Company _ !'E ells -A del Kcop i Ti ith the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section n ed not be completed if the permit is for one hundred dollars ($100) valuation or less.) I, that in the perform f the work far whic permit is issued. I shall not employ any person in any ma e o a becorDq sub' to the Workers' C npensation Laws .Califo Date i- Owner NOTICE TO PLICANT: If, after making this Cicate of Exemption you should become V to t Workers' Compensation provision of the Labor Code, you must forthwith comply with ch provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of the work for which this per rt is 'Ssued. Sec. 97, Civil C e ) Lender's Name ^f %_'i AS + Q g ' Lender's Address ` ' I 1-- f1lg (>I_AL - This is a building permit when properly filled out, signed and validated, and is subject to expiration it 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 harph all ity and county ordinances and state laws relating to building construction, and a horize representati sof this city to enter the above. mentioned propertyinspe ion ur sea. Signature ofa plic t ^ Date3-u-6 Mailing Address City, State, Zip — BUILDING: TYPE'CONST. 5ER OCC. GRP. A.P. Number %:2 2-11 - 1 5 Legal Description u4: S % oc_p 2L0 Project Description 1y [L S;L-y-" A&a Sq. Size Ft. 1 g 1 Q S o No. Dw. Units New 19 Add ❑ Alter ❑ Repair ❑ Demolition ❑ ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line FINAL DATE Side Setback from Property Line INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. s Plan Chk. Bal. Const. Mech. Electrical Plumbing i S.M.I. /h Grading Alw ' i / Driveway Enc. / % 4 Infrastructure' + -- ___11 /\ TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line FINAL DATE Side Setback from Property Line INSPECTOR Issued by: Date Permit Validated by: Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION 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 following 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 $2.24 X 1,905 S.F. or $4,267.20 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 OC/EI Paseo Bank - Paulden Evans Check No. 435815243 Name on the check Telephone 831-2000 Funding Residential By Dr. Doris Wilson Superintendent Fee collected Signature M-115 r► i - of Payment Recd $4,267.20 Over/Under NOTICE: Pursuantio Government Code Section 66020(d)(1), this will skye to noti you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which th uildiq§ 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 authorize collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road zo cs o Q BERMUDADUNES t•" Date 6/14/04 La Quinta >' CA 92253 RANCHO MIRAGE CJ N INDIAN WELLS No. 26037 (760) 771-8515 Vi PALM LA QUINTA , y 1QIN0 y O Owner Paulden Evans Design Center APN # 774-231-016 Address 54385 Avenida Madero Jurisdiction La Quinta City La Quinta Zip Permit # Tract # Study Area Type Single Family Residence No. of Units 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 54385 Avenida Madero 1905 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 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 following 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 $2.24 X 1,905 S.F. or $4,267.20 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 OC/EI Paseo Bank - Paulden Evans Check No. 435815243 Name on the check Telephone 831-2000 Funding Residential By Dr. Doris Wilson Superintendent Fee collected Signature M-115 r► i - of Payment Recd $4,267.20 Over/Under NOTICE: Pursuantio Government Code Section 66020(d)(1), this will skye to noti you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from the date on which th uildiq§ 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 authorize collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID if Duplicated Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting 06/07/04 14:41 FAX 760 773 5856 FIDELITY NATIONAL TITLE Pr- r__i -40uEE rw sY FIM II YppN A T"AL ITME 00. REC RLSING W"": Fidelity National Title Company Escrow No. 411522 -Ce Tills order No. When Recorded Mail Document and Tax Statement To: Mr. Paulden Evans Post Office Box 621 Riverside, CA 92502 Q002 DOC N 2004-0336749 05/13/2084 ea:Sea Fee.7.e0 Page 1 of 1 Doe T Tax Paid Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clark b Recorder I IN I IN 1111111111111 IN III 111111111 M S 11 PAGE 6QE _ W vGan MpGOR - GMP MK z A R - COV► IOMD N!R!O MCMC EXAM en- GRANT DEED SPACE ABOVE THIS UNE FOR Ntcvla ena we 11=The undersigned grentorls) declare(s) Documentary transfer tax Is •335.60 l X ] computed on full value of property conveyed, or [ 1 computed on full valueless value of liens or encumbrances remaining at time of sale, I ] Unincorporated Area City of La Quints FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, Lois E. Marcum, Trustee of the 2000 Lois E. Marcum Revocable Trust hereby GRANT(S) to Paulden Evans Design Center, Inc. the following described red property in the City of La Quinta County of Riverside, State of California: Lot 4 and 5 in Block 260, Unit No. 24 of Santa Carmelite at Vale Le Quinta, as shown by Map on file in Book 19, Pages 44 to 45 of Maps, records of Riverside County, California. DATED: March 11, 2004 STATE OF CAW1 RNIA Lois E. Marcum, Trustee of the 2000 Lois E. Marcum COUN 7 OF t 60_ Revocable before me, < < FrZ personally appeared W: 1 m Lois E. Marcum, Trustee personally known'TITW (or proved to me on the basis of satisfactory evidence) to be the personts) whose name(slt!'; Ami -subscribed to the within instrument and acknowledged to me that -he ee heq executed the same in his/ //theirauthorized capaclty(les), and that by his their signature(s) on the instrument the person(s), or the entity upon behalf of which the persons) actLndjd the instrument. 1 Witness my hiel seal. Signature-- _ FD -213 (Rev 7196) PCA11Comm. t 1386Jt0 Korulr ruellC CILL14RM14 1,11NE w ridr c.mur Wr Comm. 11k.. NI00r MAIL TAX STATEMENTS AS DIRECTED ABOVE GRANT DEED 1 prop: Lot 16 of Block 231 of B - RV:2004 00356749 1 of 1 RC ' DISTRICT ' PLANNING REVIEW. FORM / This form is to be used by CDD staff for review of single farnily dwellings in the RC (Cove Residential) District per Section 9.50.090 -of the Zoning Code. Its purpose is -to determine: 1) that the proposed housing design does not duplicate the same- architectural' style of any house within 200 feet .of the applicant, .and/or' 2) if there is a need for the applicant to file for Master Design Guidelines: If the applicant does need to file .a Master Design Guideline, please transmit this information to the Building and Safety Department as: part of your correction list. Please attach additional explanations.as. necessary. APPLICANT: rid-u.Q GCS U-d u:d SITE ADDRESS: 385 PK - I AAL. .o APN . - - a 3 J • Q l (o CASE NO.: 9 7 LEGAL: LOT 5 BLOCK a(D UNIT S-C.@V.L.CL CHECK AND APPROVED.BY: DATE: Inform the assigned Building plan checker upon your assignment to this case. The CDD Executive Secretary maintains a log book to .track applications_ and assign case numbers. REQUIRED ITEM Verify legal and APN information Consistent with MDG on file, (as applicable) .MDG filing required (5 filings since 9/3/98) Architectural variety within 200 feet of the surrounding area: Architectural design features Other Requirements: W Y N COMMENT/CORRECTION D.tq Reso Planriinq IS,in .City Council Community iJev. Dept.. se No. I .7 RICT = PLANNING, REVIEW. FORM This foiftwl's to be sed 15 ay bb -D staff for -review of single family dwellings -in the 11C '(Cove' Residential) Districectibn 9.50.090 of the 'Zoning .Code. Its purpose istodetermine'. 1) thatthe proposed lus] bsign does s not duplicate the same, architectural* .'style of any -house within 2010 ff6o.et of plib,ant,and/or'2) if there is a need for the applicant to file for Master Design Guidelines .-,I applicant does need to file .a Master Desigp Guideline, please transmit this'informat - uIlding and Safety :Department as.. part of your,correction list. Please attach additional explanations as necessary. APPLICANT: . SITE ADDRESS:' 54- 385 P( '. mAd_k APN 3 'CASE, NO.': LEGAL: LOT. BLOCK .-?(-D UNIT' CHECK AND APPROVED.BY: DATE. Inform the. assiqhed Building plan checker upon your assignment to this case. The CDD ,Executive Secretary maintains -a log book to track applications and assign case numbers. REQUIRED ITEMY ''IN 'COMMENT/CORRECTION Verify legal and APNI information Consistent with MDG on file* (as applicable) .MDG filing requited (5 filings. since 9/3/98) Architectural variety with -in 200 feet of the surrounding area: broved b :Z .. :_. : Date Reso # Planriing Co=gnlSqj i ity Council - Community. ty Council - IE Community Dev. Dept. Case N Architectural design features _E1 (hibit Other Requirements: G.With.Condition's - Certificate of OdcupancY M r. Lrco ow7rn G1 G OFBuilding Y p -i & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 54-385 AVENIDA MADERO Use classification: SINGLE FAMILY DWELLING Building Permit No.: 04-3855 Occupancy Group: R3 Type of Construction: VN Land Use Zone: RL Owner of Building: PAULDEN EVANS Address: Box 621 City, ST, ZIP: RIVERSIDE, CA 92502 By: KIRK KIRKLAND Date: September 30, 2004 Building Official POST IN A CONSPICUOUS PLACE SEP -17-2004 08:05 AM CERTIFICATE OF FY! Proiect Title pro' ct Ad rasa Builder COnt t HERSBater i / P.01 G CF -4R 1/9 H Builder Name Plen Number Sample Group Number — Sample House Number Crying Signature ,, " fC, , fOGi P HERS Provider: arm: // 5ueet Address: 7 0 X-wfor/ c I/ (LJ CitylStatelzlp: ,` W 19K/r1a C0 9; . Copes to: Builder, HERS Provider HERS RATER COM AN ST&ILM–ENI The house was: 9 Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form com Iy with the diagnostic tested compliance requirements as checked on this form. RDistribution system is fully -ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is Installed, masllc and drewbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. )"" MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) M d easure Duct Pressurization Test Results (CFM ® 25 Pa) values Test Leakage Flow in CFM — If fan flow is calculated as 400cfmlton x number of tons enter calculated value here if fan flow is measured enter measured value here Leakage Percentage (100 x Test LeakagelFen Flow) = Ir. . Check Box for Pass or Fail (Pass=6% or less) res Fail THERMOSTATIC EXPANSION VALVE (TXV) or Commission approved equivalent 'Yes ❑ No Thermostatic Expansion Valve (or Commission approved equivalent) is installed and Access Is provided for inspection ❑ Yes Is a pass ❑ MINIMUM ReQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1 C1 Yes O No ACCA Manuel D Design requirements have been met (rater has verified that actual installation matches values In CF -1 R and design on plan. 2 13 Yes O No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF.I R. Measured Fan Flow Yes for both 1 and 2 is a Pass '/" (:Z. G ✓ ass Fait N ) ❑ ❑ Pass Fail I TITLE 24 REPORT I in Title 24 Report for: PAULDEN EVANS 5y-395- *4-AVENIDA MADERO LOT 5 LA QUI NTA, CA Project Designer: PAULDEN EVANS DESIGN & DEVELOPMENT 0 Report Prepared By: GINA BROWN RIVERSIDE ENGINEERING 3600 Lime Street Bldg. 1, #117 Riverside, CA 92501 _ (909) 369-1700 CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE (o- f' a `' By :2Z Job Number: 6538 Date: 3/25/2004 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 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number: 6538 User Number: 1160 1 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Checklist Form C -2R Computer Method Summary HVAC System Heating and Cooling Loads Summary 1 2 3 6 8 12 EnergyPro 3.1 By EnergySoft Job Number: 6538 User Number: 1160 1 Certificate of Comoliance: Residential (Part 1 of 2) CF -1 R PAULDEN EVANS 3/25/2004 Project Title Date 54-AVENIDA MADERO LOT 5 LA QUINTA Project Address Building Permit # RIVERSIDE ENGINEERING (909) 369-1700 Plan Check/Date Documentation Author Telephone Computer Performance 15 1 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 1,910e Average Ceiling Height: 10.0 ft Total Conditioned Slab Area: 1,910 ft2 Building Type: (check one or more) X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (East) 90 deg Number of Dwelling Units: 1.00 Number of Stories: 1 mponent Floor Construction Type: ® Slab Floor Const. Frame Assembly Slab On Grade n/a 0.756 Slab On Grade n/a 0.756 R-19 Wall w/1" insulation board Wood 0.047 R-38 Roof w/ 1" insulation board Wood 0.024 FENESTRATION ❑ Raised Floor Location/Comments (attic, garage, typical, e' Covered Slab w/R-0.0 Perimeter Insulation Exposed Slab w/R-0.0 Perimeter Insulation Exterior Wall Exterior Roof Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins S U -Factor S GC Shadin Yes / No Yes / No Front (East) 142.0 0.40 0.40 Bug Screen ❑ X❑ ❑ X❑ Rear (West) 93.0 0.40 0:40 Bug Screen ❑ X❑ ❑ X❑ Right (North) 40.0 0.40 0.40 Bug Screen❑ X❑ ❑ X❑ ❑ ❑ ❑ ❑ 1:11:1 ❑ ❑ 1:1 11 El El ❑❑ El El El 1:1 El 1:1 ❑❑ El El F] El F] El n ❑❑ El 1-1 El Run Initiation Time: 03/2510411:38:19 Run Code: 1080243499 En ro 3.1 By E.. User Number. 1160 Job Number. 6538 Pa e:3 of 12 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R PAULDEN EVANS 3/25/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location/ pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Central Fumace 80% AFUE DuctS.RLAttic 42 Setback_ HVAC System Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 42 Sethack HVAC System WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value RHEEM 44V50 or equal Small Gas Standard 1- 40,000 so 0.61 n/a n/a 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design res; po i dersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verificet' Wner y an approve HERS rater. Designer or (per siness & Professi ode) Documentation Author Name: Name: GINA BROWN Title/Firm: PAULDEN EVANS DESIG & DEVELOPMENT Title/Firm: RIVERSIDE ENGINEERING Address: Telephone: 760 3/ —v?cao Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Address: 3600 Lime Street Bldq. 1, #117 Riverside, CA 92501 Telephon 369-17oo (signature) (date) JEnergyPro 3.1 By EnergySoft User Number. 1160 Job Number: 6538 PageA of 12 1 Certificate of Compliance: Residential (Addendum) CF -1 R PAULDEN EVANS 3/25/2004 Project Title Date Special Features and Modeling Assumptions The local 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 local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies oases on me aaequacy or me specrai jusuncation ana aocumentation suommea. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 542 sqft Covered Slab Floor, 3.50" thick at 1 st Floor HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1368 sgft Exposed Slab Floor, 3.50" thick at 1 st Floor HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the superyision of a CEC approved HERS FA V VRJC1. 1110 nCf%Q rater MUM uocurnent me rreiu venncatron ana aragnosac testing of these measures on a torm cr-6R. Plan Field The HVAC System "HVAC System" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. Run Initiation Time: 0312510411:38:19 Run Code: 1080243499 EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Page:5 of 12 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lownse residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (7 may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 1150(.): Minimum R-19 ceiling insulation. a§ 150(b): Loose fill insulation manufacturers labeled R -Value. 1XI*§150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). `§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 1500): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permfinch. §118: Insulation specked or installed meets insulation quality standards. Indicate type and form. ®§116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑— §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(): Setback thermostat on all applicable heating and/or cooling systems. ❑X § 1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemallextemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number. 6538 Page:6 of 12 Mandatory Measures Checklist: Residential (Page 2 of 2) WAR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (`) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) `§150(m): Ducts and Fans 1. Ali ducts and plenums Installed, sealed and Insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181 A, or UL181 B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. 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 drawbands. 2. 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. 3. Joints and seams of duct systems and their components shall not be sealed with doth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. 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. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between fitter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. X] §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btulhr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures ® §150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Page:7 of 12 Computer Method Summary 1,910 ft2 Floor Construction Type: ❑ (Part 1 of 3) C -2R PAI LDEN EVANS Project Title Single Fam Detached x9signn4 Date 54-AVENIDA MADERD 10T 5 I A QUINTA Project Address (East) 90 deg Total Fenestration Area: Building Permit # RIVERSIDF FNCINEERING 1.00 (909) 369-1700 19,100 ft 3 Documentation Author 1 Telephone plan Check/Date Computer Performance Compliance Method (Package or Computer) 15 Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance HVAC System (kBtu/sf-yr) Design Design Margin Space Heating 9.96 9.26 0.70 Space Cooling 50.40 48.54 1.86 Domestic Hot water 13.42 11.52 1.90 Totals 73.78 69.32 4.47 Total Conditioned Floor Area: 1,910 ft2 Floor Construction Type: ❑ Raised Floor X❑ Slab Floor Building Type: Single Fam Detached Building Front Orientation: (East) 90 deg Total Fenestration Area: 14.4% Number of Dwelling Units: 1.00 Total Conditioned Volume: 19,100 ft 3 Number of Stories: 1 Total Conditioned Slab Area: 1,910 ft 2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume 1910 191 Units Zone Type 1 n Cnnditipped Type Hgt. Area Rethack 2 n/a HVAC System OPAQUE SURFACES Act Type Area U -Fac. Azm. Tilt Wall 288 0.047 _90 go wall 490 0 047 l$0 gn Wall 337 n 047 270 90 wall 450 0.047 _0 90 Rnnf 1910 0 024 _9 _ 0 Solar Gains Y / N Form 3 Reference Location / Comments 1st F1 1st Flnnr 1 St Floor 1 st Flnnr 1st Floor L_ EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Paae:8 of 12 1 Computer Method Summary (Part 2 of 3) C -2R PAULDEN EVANS 3/25/2004 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments J_ Window Front (Fac) 1420 0 400 0 40 9(1 _qf) Double Metal I_ow F 1st Floor 2 Window Rear (West) 93.0 0.400 0.40 270 90 Double Metal Low E 1st Floor 3 Window Right (North) 40.0 0.400 0.40 0 90 Double Metal Low E 1st Floor INTERIOR AND EXTERIOR SHADING Window Overhansa Left Fin Riciht Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LEA REA. Dist. Len. Hgt. Dist. Len. Hgt 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Page:9 of 12 1 Computer Method Summary (Part 3 of 3) C -2R PAULDEN EVANS 3/25/2004 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete HeamMight 542 3 SO 28 0_98 n/a —2 1 st Floor / Slab on Grade Concrete, HeayMight 1_368 350 98 0_98 n/a 0 1 st Floor / Slab on Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 198 0_76 0.0. 0 1 st Floor Slab Perimeter 464 -QM 0.0 _ 0 1st Floor HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPFxducts/attic, etc.) R -Value Type Comments Central Furnace 80% AFUE Ducts in Attic 4.2 Setback HVAC Svstem Hydronic Piping pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner 12.0ZEER Ducts in Attic 442 Setback HVAC System WATER HEATING SYSTEMS Ratedl Tank Energy Fact' 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or RecoveryStandby R -Value System Name Type Type Syst. (Btu/hr) (al) Efficiency Loss (%) Ext RHEEM 44V50 or equal Small Gas Standard 1 40,000 50 0.61 n/a n/a 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS I EnerayPro 3.1 By EneraySoft User Number: 1160 Job Number_ 6538 Paae:10 of 12 1 Computer Method Summary (Addendum) C -2R PAULDEN EVANS 3/25/2004 Project Title Date Special Features and Modeling Assumptions The local 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 local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies oasea on me aaequacy or the special jusnncation ana aocumentation suommea. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 542 sqft Covered Slab Floor, 3.50" thick at 1st Floor I HIGH MASS Design(see C -2R) -Verity Thermal Mass: 1368 sqft Exposed Slab Floor, 3.50" thick at 1 st Floor HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. the nERa rater must document me nera venncation ana aiagnostrc resting or mese measures on a rorrn GI -15K. Plan Field The HVAC System "HVAC System" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. I EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Paae:11 of 12 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE PAULDEN EVANS 3/25/2004 SYSTEM NAME FLOOR AREA HVAC System 1,910 Number of Systems 1 Heating System Output per System 89,000 Total Output (Btuh) 89,000 Output (Btuh/sgft) 46.6 Cooling System Output per System 60,000 Total Output (Btuh) 60,000 Total Output (Tons) 5.0 Total Output (Btuh/sgft) 31.4 Total Output (sgftlron) 382.0 Air System CFM per System 2,210 Airflow (cfm) 2,210 Airflow (cfm/sgft) 1.16 Airflow (cfm/Ton) 442.0 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions 26.0 OF 68.8 OF Outside 0 cfm Supply Fan 2210 cfm 68.8 of :DOLING SYSTEM 11.0/77.60F low Outside Air 0 cfm 78.7/68.3 of Total Room Loads Retum Vented Lighting Retum Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM ISensiblel Latent CFM I Sensible 2,345 33,758 4,886 1,442 54,503 0 1,688 2,725 0 0 0 0 0 0 0 0 0 1,6881 1 2,725 37.1 4886 59 953 RK - 5 TON 35,191 21,401 89,000 Total Adjusted System Output 35191 21,401 89,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 m Jan 12 am 68.80F n 106.70F Heating Coil Of % Retum Air Ducts 4 78.7/68.3OF 78.7/68.30F M. 63.8/62.90F k'Noori Supply Fan 2210 cfm Cooling Coil % Retum Air Ducts 4 Supply Air Ducts 105.5 of ROOMS 70.0 of Supply Air Ducts 64.5/63.2OF 60.8% R.H. ROOMS 78.0/68.1OF EnergyPro 3.1 By EnergySoft User Number: 1160 Job Number: 6538 Page:12 of 12 X13 2680 x FIX FR. TEMP 20SQ. FT. a U -VALUE -0.40 0 SHGC=0.40 I 00 I 3 -Lo i • r ♦ w w , I i i i• 4 i4' CLOSET►:♦.:♦:♦3:♦:♦ A No i 10'-0' CEILIYC - ) I li 1 .:1 MASTER BEDROOM 11CARPET e T ma 12"x18" OPENING' ###e TOTAL 4 OPENINGS B -5 5'-8" 3'-4" 2'-6" PARTIAL FLOOR PLAN (SK. REFI A-2) 1/4"= l' -O" t0 2680 FR. DR. TEMP. SQ. FT. U -VALUE -0.40 5'-0" 3'-0" CONCI SLAB 7'-3" PAIJI N EVANSTa LDFN EITA% 5-27-04 54-385 AVENIDA MADERO I im"m LOT 5 des ign, & d velop►w2wZ; ,in,c. GENERAL CONTRACTOR LICENSE 165218 MD -i LA OUINTA, CA. 92253. PHONE: 760-831 2000 yu-2680 Tf 7" I -f FR. DR. TE `- 20SQ. U-VAL . E=0.40C11x 0 TEMP Sf = '40. FT. ATRIUM UE=o.+0 10.40 12"x18" OPENING' ###e TOTAL 4 OPENINGS B -5 5'-8" 3'-4" 2'-6" PARTIAL FLOOR PLAN (SK. REFI A-2) 1/4"= l' -O" t0 2680 FR. DR. TEMP. SQ. FT. U -VALUE -0.40 5'-0" 3'-0" CONCI SLAB 7'-3" PAIJI N EVANSTa LDFN EITA% 5-27-04 54-385 AVENIDA MADERO I im"m LOT 5 des ign, & d velop►w2wZ; ,in,c. GENERAL CONTRACTOR LICENSE 165218 MD -i LA OUINTA, CA. 92253. PHONE: 760-831 2000 1/2" GYPSUM 2x P.T.D.F. SILL PLATE W/ 5/8" DIA. ANCHOR BOLTS W/2"x2"x3/16" WASHER Q 4" CONC. SLAB W/ 6x6-10/10 nM .010 VISQEEN ON 2" SAND rrU��/NSF\ P'9A � s� Q °qTF ONSTAOI/F �E STUCCO ON 2x STUDS AT 16" O.C. er N PLYWOOD SHEAR WALL PANEL WHERE OCCURS EDGE NAILS TYPICAL 4" MIN. TO SOIL r2" MIN. TO PAVING 6" CONC. WALL #4 ® 18" o/c EA. WAY 18 112 ® 24" ox U M � -�•1-14 TOP AND BOTTOMNOTE: MIN. BOTTOM OF FOOTING SHALL BE FOUNDED BELOW NATURAL GRADE \ OR COMPACTED FILL AS SPECIFIED IN FOUNDATION GENERAL N01E�� NP. EXTERIOR STUD WALL FOUNDATION DETAIL 1 " -1'-0" PAULDEN EVANS ° MIDFN f7A 5-27-04 54-385 AVENIDA MADERO LOT 5 d4s,ign, & d \f4(opvw.en,T", LA OUINTA, CA. 92253 PHONE: 760-831 2000 A 13 K 1 9 ..Sit%S A_ E RO ,_ , T , X1,.,1 _< 'i . d: '^iPf .ia w R S RESIDENTIAL -COMMERCIAL S FLOOR TRUSSES 85-435 MIDDLETON STREET, THERMAL CALIFORNIA 92274 OFFICE: (760) 397-4122 • FAX: (760) 397-4724 www.spates.com BUILDING OF LA DEPT. APPROVED FOR CONSTRUCTION DA ,`i BY may_ I m T3 54-385 MADERO LA QUI NTA r r T6 T9 T9 T8 T7 r r m m= m m m "-54381W'ER0I W-5 - Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud MM M r MHIS tIPAREDSMOMPUIMT (LOWDIMENM SUBM MY TRU_ H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Deflection meets L/360 live and L/240 total load. 2X4(A1) 2 X 4 III 70 mph wind, 11.38 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=9.4 psf, wind BC DL=5.2 psf. Right end vertical not exposed to wind pressure. Hipjack supports 6-0-0 setback jacks with no webs. 2.83 r-- 3X4; T 2-3-12 10-0-12 2X4111 5X4= s L 4.9-10 3D }e 3-5-11 0-2-8 4-9-10 T 3-8-3 L8-5-13 Over 2 Supports R=242 U=180 W=7.778° R=460 U=180 H=Simpson SUL24 Girder is (2)2X6 min. DF -L PE5-54385 MADERO LOT 5 - 49163--T1 PLT TYP. Wave TPI Design Crit: TPI -1 95 STD UBC 7.00.1218. 8 "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. Spates Fabricators 760-397-4122 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (IRIISS PLATE INSTITUTE, 5B3 85 435 Middleton Street, Thermal CA D'ONOFRIO OR., SUITE 200, MADISON, NI 53719) AND MICA (MOOD IRIISS COUNCIL Of AMERICA. 6300 ENTERPRISE lll, MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. fpr **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TUE INSTALLATION CONTRACTOR. ALPINE. ENGINEERED K V FRA. ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY iA1LliRC TO 011111 THE E* T R II SS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING A BP AC IIID 0I tR R.", S. 1 DESIGN CONFORMS NI IN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY Ar&PA) A.D IP.. ALPINE l CONNECTOR PLATES ARE MAGE OF 20/IB/16GA (N.H/S/K) ASrM A653 GRADE A0/60 (N. K/N.S) GALV. SI[[1.. APP 1Y PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERNI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL 8E PER ANNEX A3 OF 1PI1-2002 SEC.3. A SC AL ON TN IS w Alpine Engineered Products, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR T11[ IRIISS F.OMPONf.Nt W Sacramento, CA 95828 DESIGN $110NN. TIIE SUIIABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THEBUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. N W---.02 CA/4/1/-/-/R/- TC LL 20.0 PSF TC DL 14.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0° T 2-3-12 i Scale =.375"/Ft REF R795-- 49163 DATE 04/28/04 DRW CAUSR795 04119024 CA -ENG MEM/CWC SEQN- 52801 REV FROM MC JREF- 1SCG795_ZO1 "-54381WA ERO "5 - Top chord 2x4 SPF 1650f -1.5E Bot chord 2x6 SPF 1650f -1.5E Webs 2x4 HF Std/Stud :142 SPECIAL LOADS .M M M r fW M r MHIS DARED r OMPUT JT (LDDIMEN- SUBM AW TRU W8 2x4 SPF #1/#2: ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 60 PLF at 0.29 to 60 PLF at 21.75 BC From 14 PLF at 0.00 to 14 PLF at 21.75 BC 413 LB Conc. Load at 6.00 BC 213 LB Conc. Load at 8.06, 10.06, 12.06, 14.06, 16.06 18.06, 20.06, 21.69 Left end vertical not exposed to wind pressure. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 4-6-0 T 1 6-1 2 COMPLETE TRUSSES REQUIRED NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. 70 mph wind, 9.79 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Max JT VERT DEFL: LL: 0.31" DL: 0.26" recommended camber 1/2" Deflection meets L/360 live and L/240 total load. 2 X 4 III JA / UA / _ C A'4 III IE9`9 4-6-5 SIE 5-2-3 IE 5-1-15 IE 6-1-0 31 r 5-3-14 5-2-3 7 5-1-15 T 6-1-0 1 j 21-9-0 Over 2 Supports _I R=1614 U=187 W=5.5" T 1-11.-7 8-0-12 R=2095 U=246 H=Simpson HHUS26-2 Girder is (1)2X6 min. OF -L (PE5-54385 MADERO LOT 5 - T2) PLT TYP. Wave TPI Design Crit: TPI -1995 STD UBC 7.01.0421.11 CA 4 1 R Scale =.3125" Ft. Spates Fabricators 760-397-4122 WARNING TRUSSES 0.[OIIiRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSiALLINf. AND BRILING. NW. C `Fy TC LL 20.0 PSF REF R795 49164 85-435 Middleton Street, Thermal CA REFER TO SCSI 1 0J (OUILDIMI COMPONENT SAFET' INIDRMAIIONI, PUBLISHED BY TPI (IRUSS PLATE INSiI"IF- 587 D'ON0FR 10 pR.. SUITE 200. MADISON, NI 57]191 ANO MICA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, TOPMADC IT O ROW SHALL I9) TO R HAVE PROPERLY ASAF E TY P TTACHED STRUCTURAL STRUCTTURAL RIOR TO P PANELSING A NETHESE BOTTOMCHORD S.SHALLLESS HAVE AT PROP E R LYHIRWIIC I A I TAC N EO TC DL 10 . 0 P S F DATE 04/28/04 RIGID CEILING. LU Cj AiW BC DL 7.0 PSF DRW CAUSR795 04119025- -I 4119025 `•IMPORTANTINC."" Fun NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE [NGINE[R[D 1 ALPINE PRODUTRUSSLT S.IN CONFORMANCEHALLWIITH BPIRESPONSORLFABRFOR ICATINGCVIATION FROM THIS HANDLING. SHIPPINGrSINSIALEINGANY RFAILURE 11GTn III (IT IRIISSf.SI. iL BC LL 0. 0 PSF (CA -ENG MEM/CWC DEST SIGN CONFORMS WI TN APPL Ifq CABLE PnOVISIONS OF NpS (NATIONAL DCSIGN SPCC. BY If APn) ANO TPI. nL PI IN T 0 T L D 37 0 P S F .J E li N 69667 CONNECTOR PLATES AAE MAGE OF 20/18/1GGA (N,H/S/z) ASTM AGS.I GRA OE 40/60 (N. N/H.S1 GALV. SIEEI.. 'APPLY Y PLATES TO EACH FAC[ OF TRUSS AND. UNLESS OTHER NI SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 1G0n.2. ANY 1115PELTIDN OF PLATES FDLLDN[D BY (i) SHALL BE PCP ANNE% nJ OF TPII-Zooz SEL.,. A SEAL ON IITIS OFCAI E DDR. FAC. 1 .25 FROM MC Alpine Engineered Products, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIIIEERING RESPO NS IDIL I TY SOLELY FOR I'll. IRHSS COMPONENT Sacramento, CA 95828 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONE NI FOR ANY BHILOING IS IIIE RESPONSIBILITY OF TNF. BUILDING DESIGNER PER ANSI/TPI I SEL. 2. SPACING 24.0° JREF- 1SCG795_ZO1 "-5438PRER0"5 - 1 * M MHIS DIMAREDOMOMPUTMT (LjMDIMENMSUBMjftr TRU Top chord 2x4 Rot chord 2x4 SPF 1650f -1.5E SPF 1650f -1.5E 70 mph wind, 9.79 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 Webs 2x4 HF Std/Stud :W1, W2, W8 2x4 SPF #1/#2: psf. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Max JT VERT DEFL: LL: 0.25" DL: 0.21" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Provide for complete drainage of roof. Calculated horizontal deflection is 0.17" due to live load and 0.10" due to dead load. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. 2X 0-8-10 I, 4-9-15 E 5-4-13e 5 4-13 I 5-4-13 I 5-6-9 5-4-13 5-4-13 T 5-4-13 1 jz- 21-9-0 Over 2 Supports —1 R=787 U=180 W=5.5" T 1-11-7 8-0-12 1 9 R=805 U=180 H=Simpson MUS26 Girder is (2)2X6 min. DF -L (PES -54385 MADERO LOT 5 - T3) PLT TYP. Wave TPI Design Crit: TPI -1995 STD UBC 7.01 . 0421. 11 CA/4/1/ Scale =.3125" Ft. Spates Fabricators 760-397-4122 "WARNING` TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANnLING. SHIPPING. INSTALLING AND BRACING. It C 0 T C L L 20.0 P S F R E F R 7 9 5-- 49165 REFER TO I.R.SI 1-03 IBUILOING COMPONENT SAFETY INFORMATION), PNBI.ISIIED BY rPT (TRUSS PLAIE IN5]11111r.. 58.3 p `` 85-435 Middleton Street, Thermal CA Qr W. D'01]OFRIO , $IIITE 200. MADISON. NI S,l)19) AND MICA (MOOD IRUSS COUNCIL Of AMERICA. 6300 ENTERPRISE lN, ( ! a MADISON. NI 53719) FOR SAFETY PRACIICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIII.RNISC INDICATED. yV '` `' y T C D L 10.0 P S F DATE 04/28/04 TOP CHORD SHALL HAVE PROPERLY AT TACIIFO STITHG THIR L PANElS AND 90ii0M f.110RD $II ALT. IIAVT, n NO T. R I.Y n11Af.I11:D RIGID CEILING. W r 28 04 , BC DL 7.0 PSF DRW CAUSR795 04119025 -*IMPORTANT" rUFINISH A COPY OF THIS DESIGN r0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 6.7 r = PRODUCTS. IHC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE In 91111.0 THE ALPINE TRUSS IN CONFORMANCE NII" IPI: OR FABNICATING. "A.. LING. SNIPPING. INSTALLING A DRAT.IIIG Of TRUSSCS. 1 * B C L L 0 0 P S F CA -ENG M E M/ C W C DESIGN CONFORMS WITH TH APPLICABLE 'Fin, OF Il DS (Nn110NAL DESIGN $PEC. 9Y AP NPA) AND TP1, a1.PINC f T 0 T . L D . 3 7 . 0 P S F S E 0 N 51231 C.0 N NE C. FOR PLAT CS ARC MAGE OF 20/18/16GA (N. 11/S/N) ASTM A153 GR ADC AO/GO (N, R/II,S) Gn I.V. SIILL. APPLY w /F ` s PLATES TO EACH FACE Or FIT SS AND. oil ESS 0TITERNISE LOCA ICD ON THIS DESIGN. POSITION PER DRAWINGS If,0A.2. v y Y V_ nNY INSPECTION OF PLATES FOLLOWED BY (1) SHALL OE PER ANNEX A3 OF IPI1 2002 SEC.3. A $LAL 0T! THIS ai CA ED U R .FAC 1.25 F R 0 M M C Alpine Engineered Products, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINCERING RESPONSIBILITY SOL CI,Y FOR IIIL 1RUSS CDMPONENI Sacramento, CA95828 BE SIfiN $IIONN. SIIIranIt.;TV nR0 USF. OF nus COMPONENT TOR ANY nIIILDING IS II1E RF.SPONSID11.1IY nF THE °""°'NG nESIG"`" °`" ANST/TPT I SEC. 2. SPACING 24.0" JREF- 1SCG795 ZO1 I=INM M `Ml M M No, oft Mon"HIS MdPAREDMOMPUTIJT (LIMDIMENMSUBM4MY TRUM, 54385 M DERO LOT 5 - T4) Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud :W1, W2, W8 2x4 SPF #1/#2: Left end vertical exposed to wind pressure. Deflection meets L1240 criteria for brittle and flexible wall coverings. ** THE MAXIMUM HORIZONTAL REACTION IS 4291# ** NEGATIVE REACTION(S), (U)=XXX (SEE BELOW), REQUIRES) UPLIFT CONNECTION(S). UPLIFT(S) DUE TO SHORT TERM DRAG LOADS. 70 mph wind, 9.79 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Deflection meets L/360 live and L/240 total load. Truss transfers 200 PLF along top chord through truss to support(S) where indicated. Diaphragm and connections are to be designed by Engineer of Record. 2 X 4 III (U)=382 0-8-10 EE , 4-9-15 a}E 5 4 13 a{E 5 4-13 a 5 -4-13 5-6-9 T 5 4-13 T 5-4-13 i 5-4.13 21-9-0 Over Continuous Support R=73 PLF U=8 PLF W=21-9-0 Rh=+/ -1072.9 PLF SHEAR WALL, FROM 0 TO 4' T 1-11-7 8-0-12 1 PE5-54385 MADERO LOT 5 - T4) PLT TYP. Wave TPI Design Crit: TPI -1 95(STD) UBC 7.01.0421.11 CA/4/1/R Spates Fabricators 760-397-4122 —WARNING" TRUSSES REOHIRE EXTREME CARE IN FABRICATIBN. HANDLING. SHIPPING. INSTALLING ANO BRACING. Q ! T C L L 20.0 P S F 85-435 Middleton Street, Thermal CA REFER ro Bul 1 03 (DULDING f.ONPpNENT $AFC FY INFORMATION), PIIBL151+CO BY IPI (IRII$$ PLATE INSn1H - 50.1 D'BNDFIl 0 pR.. SUI tT. 200. MAD1301I, NI 5;1719) AILD N1 f.A (MOOD IRIISS f.011N f, 11. OF AMERICA. 6,100 LNi[R PRI SL LN. ^ / MADISON NI 537"' FOR SAFELY PR AGI ICES PRIOR TO PERFORMING fITESE FIINF-IIONS. BNLF.55 8111CRNISL IIIDICAIED. V T C D L 10.0 P S F IOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHER. SHALL NAVE A PRBPLRI.Y All AC IICD h RIGID CEILING. Wr r c., 5 r BC DL 7.0 PSF "IMPORTANT` T-HRNISH A COPY or THIS DESIGN TO 111E INSTALLATION CONTRACTOR. ALPINE CIIGIN[ERED ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE In BUILD IIIF y B C L L 0. 0 P S F E:Z IRIISS IN CONFORHANCE NIIH IPI: OR FABRICATING. Ila IIDLING. SNIPPING. IIIS I .111. PI NG F BRACING Or IPAISF,S. 71 DESIGN CONFORMS Nltll APPLIC..ABLE PROVISIOIIS OF Nps (HatloNal. pC$IG11 $PE f.. BY arAPA) AND TPI. A1.PINf. n /1 .A T 0 T . L D . 37.0 P S F COIINC F-1 OR PL A t ES AR[ MADE OF 2B/10/16 E,A IN.H/S/K) ASIM A65,3 C.RADT. 40/60 (N, N/11, S) GAIN. STLLI.. AP PI.Y Y 4 V_ PI.AIES r0 EAC 11 FACE. OF IRIISS AND, UNLESS OTHERFF LOCA ED ON 11115 Of. S16N, POSITION PER DRAWINGS I60A.). r ANY INSPECTION OF PLATES rBL1.ONE0 BY (1) SIIALL BC PER ANNE.% A.3 Or IPII.2002 SC f,. J. n $CAL OII 11115 O( Cp`` O D U R .FAC . 1 . 2 5 Alpine Engineered Products, Inc. DRAWING INDICAFES ACCEPTANCE OF PRor ESSIONAL INGIIIEER IIIG 0.ESPBNSIBILi TY SOLCI.Y FOR INE IBIT SS COHPON I:Ht Sacramento, CA 95828 DESIGN $IIOMN. IIIG SIIIIABILTIY AND IISE OF TATS 1.O MPOIIEIIT TOR a11Y 01IILDING I$'Mr.. RESPONSIBILITY OF TIN: SPACING 24.0" 811ILDING DESIGHE0. PER ANSI/IPI I SEC. 2. Scale =.3125"/Ft REF R795-- 49166 DATE 04/28/04 DRW CAUSR795 04119025 CA -ENG MEM/CWC SEON- 51232 FROM MC JREF- 1SCG795_Z01 '. _f HIS trPAREOMOMPUIMUT (LjM0IME4M SUBM rY TRU$M (PE5-54385 M DERO L0 5 5) Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. Truss transfers 200 PLF along top chord through truss to support(S) where indicated. Diaphragm and connections are to be designed by Engineer of Record. ** THE MAXIMUM HORIZONTAL REACTION IS 1856# ** 4-6-0 3-0-1 70 mph wind, 13.16 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. 10 psf BC live load per UBC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NEGATIVE REACTION(S), (U)=XXX (SEE BELOW), REOUIRE(S) UPLIFT .CONNECTION(S). UPLIFT(S) DUE TO SHORT TERM DRAG LOADS. 3-2-6 10-0-12 2X4111 3X8= 2X4111 (U)=452 (U)=512 o 5-3 4-3-9 4-8-12 I 4-8-12 E 4-8-12 —9-5-8 Over Continuous Support R=72 PLF U=19 PLF W=9-5-8 Rh= -I-/-687.5 PLF SHEAR WALL, FROM 0 TO 2.7' PE5-54385 MADERO LOT 5 - T5) PLT TYP. Wave TPI Design Crit: TPI -1 95 STD UBC 7.01.0421.11 CA/4/1/ Scale Spates Fabricators 760-397-4122 "WARNING" IROSSLS RCOIIIRE E%rREHF, CARE IN 1ABRICA11011, 11ANDI.IIIL. SIIIPPIIIG, INSIALI.ING AND BRACING. O` W. C lF TC LL 20. 0 PSF REF R795 49167 85- 435 Middleton Street, Thermal CA RERR TO nCSI 1.03 (B1nLDING LOMFONFNI SAFETY INFnRMATION), PDALI511ED BY TPI (TRUSS PLAIL INSIIIDFE. 583 n'O1l Of RIO DR.. 51111E R00. MADISON. NI 5:1]19) AND MICA (MOOD [ROSS COONCII Or AMERICA. B-lDO (NIF,RPP,ISC I. 11. A MADISON. NI S,l]79I FOR SAFEIV nRAf.IIf,Cs PRIOR TO P1:0.rORMINf. III I: S1. r1INc,IDN$. NNI.C$$ O111F.RNISF. IHnlf.nlF.D, \\ y y T C D L 10.0 P S F DATE 04/28/04 IOP LDORD SMALL HAVE PROPERLY ATIALII ED STRIICTIIRAL PANELS n110 BDIIDIt f. IIoRD SIIALI. 11 AV I. A PRRPE1..LY nT IACo1.0 RIGID CEILING. LU =A r 4 R ,l , 5 7 BC DL 7.0 PSF DRW CAUSR795 04119026 "IMPORTANT' rugxisu n rorr or nn$ BE SI6l1 to 711 is INSInLLniION cONTRnCIOR. AI,PI NII'Nf,l 0f 1: 0.LD ALPINE PRODOCIS. INC. SHALE Not BE RESPONSIBLE FOR ANY DEVIATION FROM IDIS DESIGN: ANY 1'n 11,11R1: TO DUIID 1111 B C L L D. D P S F C A -ENG MEM/CWC IRIISS IN f,O Nf nRMANr, F, NIM IP1: OR rABRICAT111 f., 11n FDLINf,, $III PPIIIL, IN51 nl. I.IDf. A ORA f.ING IIF IRIIS SI:S. CONILN LONFOPE NI FN MADE OADLI: PROVISIONS OF NDS (SFM AMM. DESIGN SPi'r,. N. AfAPAI CALAND IPI. APPINI: TOT. L D 37.0 P S F S E O N- 69584 (.01111 E f.lOR PLA IF.S ARE MAIC OF 20/1B/IC+LA (M,N/$/%) AHAT$IM nC+S.I LRA 01: AD/f+0 (N. P,/11.51 CAL V. SICEI„ APPLY' FLAKS TO EAco rACC or TRII$$ AND. OIIL ESS 01r1ERNISE LOGAICD ON THIS DESIGN, POSITION PCR DRAWINGS INDA-G. nllY INSPECTION OF PLATES FOLLOWED BY (I) SPALL BC PF.R ANNE% AD OF tPll-T.00R Sr.f„,l, A SLAL ON 71115 QF CA”{D U R .FAC 1 2 5 FROM M C Alpine Engineered Products, Inc. DRAWING IIIDICAIES ALLCPTA Mf, r. OF PROSCSSIONnL ERG INE[RINL R(SPONSIBILITV SOI CLV FOR FITC TRIIS$ cOMPONF.NI Sacramento, CA 95828 BnIL01lN L11DESIGNER TPERHE SAI SI/TPI IF SEL,UZE Of LNIS [0MP0NE NI FOR n11 BIII I.DINL IS 111[ RESPoxSI01lI1Y of tN( SPACING 24.0" JREF- 1SCG795_ZO1 a M. ' r r so HIS PAREOOMPUi t1T (L' IME SUBM Y TRU (PE5-54385 MADERO LOT 5 - T6) Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 70 mph wind, 13.16 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Deflection meets L/360 live and L/240 total load. 10 psf BC live load per UBC. 2X4111 4X4= 0.25 _ 3X4(R) III 4-6-0 T 3-2-6 3-2-6 ^U 10-0-12 2 X 4 III 2 X 4 III 0-5-3 - I I 4-3-9 I 4-8-12 _I ( 4-8-12 4-8-12 9-5-8 Over 2 Supports _1 R=333 U=180 W=5.5" R=350 U=180 W=5.5" (PE5-54385 MADERO LOT 5 - T6) PLT TYP. Wave TPI Design Crit: TPI -1995 STD UBC 7.01.0421.11 CA/4/I/ Scale =.375" Ft. Spates Fabricators 760-397-4122 85-435 N11 A L P I N E --WARNING-- IRUSSIS REOnIRI.. MRLMI; CARE IN-ORICAIIMI, HANnFinn. $IIII-PING. INS Inl1.ING ANn NRACIIIG. Rl'r I:R In HO51 1-00 (II II ILD IF GF" -NL III SAF F. IY INFORMAL ION). I' BI. I SHED BY IPI (IRRSS PL AIL IHsIIIU IE. 5Dl "'I, n nNn1NIn OR., $III IF. 20n. NADISO.. WI S.l]IO) ONO Wtf.A (HOOD IRIICS rnllNf.11 OF nM1;Pif.n. fl n INII.RPgISI. I.N. MADISnN, MI 51]ID) I'OR sAICIY PR -11..15 PRIOR IR PERroRmiNG, iHr.sl; rl.NCTI."S. II111.TSS 1.11H:P,HIS1. INnlCnfl:n• IOP CHOR 11 s11nI I. 11 n Vr. PP.I)PI. RLY A, IACH VD SIRII r.I LIR A I. PAN L I.S AND nnilOM CHORD SHALL HAVE A PROPFPI.V AITACIIFI) RI GIn r.l'll.l Nr,, `IMPORTANT' * FIFTH I SII A COPY OT THIS DESIGN TO Illl. IIISTAI,I,AI ION CONTRACTOR. Al P IHE I'NGINCLRrII PRoDur.rs. INr,. SHALT. NOT BC RESPONSIBLE FDR Ally ncVIAIION IROM rill$ DI: SIf.N; ANY FAILIIRF 10 DTII LD TIIC IRIIS$ 111 GnNrngNA Nf. f. WITH IPI: OR FAD P.I LAIINr.. IIA NDI.ING. 5111 PPING, INStAI. I.I IN 3 BRA'Nr. NG Ilr IRII$$ES. QQ. W ( N ~ "\`N n. • ` M IO W y pr 28 4 r Na 45 TC LL TC DL BC DL B C L L 20. 0 10.0 7.0 0. 0 PSF PSF PSF P S F REF R795 49168 DATE 04/28/04 DRW CAUSR795 04119027 C A E N G MEM/CWC nr.Slf,N r.11I nRMS WI III APPLIf'AHI.0 PROVISIONS Or NDS (R A',0NAI. DESIGN SPFr-. 81 A1APA) AND IPI. AI. PI NC r.n NNF.CIOR PI.A ICS ARC NADE OF 20/18/IGGA (W.ASTM A65.l CHAD[. 40/ FIT (W. K/H.sS CAIN. SILFL, APPLY /1 TOT. L D 3 7 0 P S F S E 0 N- 69587 Alpine Engineered Products, Inc. Sacramento, CA 95828DIISIGTHC11OCS PLAtCS 10 EACH FACE Or IRIISS AND. II RLC SS OTHERWISE LOCATED ON THIS OCSIGN. POSITION Pr.R DRAWINGS IF.OA-2. ANY I1ISPEf11DH nC PLATE$ FOLLOWED 8Y (i) SHALL DE PER ANNE A,l OF1F11-2002 sr.r..l. A $EAI. 011 nn s DNAWI NC INDT CA ES ACCEPTANCE or PROFESSIONAL ENGINEERING RCSP(IRSIBILITY SOLELY FOR INC MISS COMPONENT ICNCR THER SANSI/IPItI SLC, USE OF THIS [OMPUNEIII FOR AIIY BUILDING IS 'TIE RI:SPOHSIBII.IIY 01 THE V V S OF CA O U R .FAC . 1 .25 F ROM M C SPACING 24.0" JREF- 1SCG795_ZO1 - M WHIS AMARED OMPUIMUT (LIMIMENM SUBIleft TRU. (PE5-54385 MADERO LO 5-- T7) Top chord 2x6 SPF 1650f -1.5E :1-4 2x4 SPF 1650f -1.5E: 2 COMPLETE TRUSSES REQUIRED Bot chord 2x6 SPF 1650f -1.5E Webs 2x4 HF Std/Stud :W2, W4, W16 2x4 SPF #:1/112: NAILING SCHEDULE: (0.1310.0_g_nails) :W14 2x4 SPF 1650f -1.5E: TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS WEBS : 1 ROW @ 4" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS TC From 60 PLF at 0.29 to 60 PLF at 37.00 IN EACH ROW TO AVOID SPLITTING. TC From 60 PLF at 37.00 to 60 PLF at 43.00 BC From 14 PLF at 0.00 to 14 PLF at 15.00 70 mph wind, 11.95 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere BC From 124 PLF at 15.00 to 124 PLF at 37.00 in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC BC From 14 PLF at 37.00 to 14 PLF at 43.00 DL=5.2 psf. BC 413 LB Conc. Load at 15.00, 37.00 Max JT VERT DEFL: LL: 0.59" DL: 0.52" recommended camber 7/8" Calculated vertical deflection is 0.59" due to live load and 0.52" due to dead load at X = 21-6-0. Deflection meets L/360 live and L/240 total load. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. T 5X7= 5X6= 3X6= 3X8= 0.25 _ 3X4= 8X8= 3X4= _ 0.255X14 = W16 2-2-1 13 4-6-0 T 3X4= 3- 1 W2 ZZr 14 W14 4 3 5I 6 4 -0-12 4X8(A1) 2X4111 3X10= 3X8= H1010= 3X7= H1010= 3X4= 8X12= 2X4111 iii 3X5= 0 11 5-0-2 5-4-15-4-1 5-4-1 5-4-1 5-4-1 6-8-14 4-1-0 5-5-13 5-4-1 5-4-1 5-4-1 1 5-4-1 1 5-4-1 1 4-8-2 P-0-12 4-1-0 1_ 21-6-0 _1_ 15-2-8 _1_ 6-3-8 _1 3-0-0 Over 2 Supports R=2833 U=180 W=5.5" R=3578 U=180 W=5.5" (P E5-54385 MADERO LOT 5 - T7) PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI -1(95 STD UBC 7.01.0421.11 CA/4/1/-/-/R/ Scale =.1875" Ft. Spates Fabricators 760-397-4122 "NARNING" TRUSSES REOIIIRE 01RE.L CARE IN FABRICATION, HANDLING. SNIPPING. INSIAI.LINC, BRA1,INr,, Q ! TC LL 20.0 PSF REF 1795 49169 85-435 Middleton Street, Thermal CA RCff.R 10 Df.51 1 0.3 (0111LnINL G".PDRE 5Af1.iY IxrnR.nlloN), POOLTsam BY IPI (IRNSS PLATT. INS111111i., SOJ D'nNDF 10 00... SIII IC )00, .ADISON,.NI 5:1)10 OND NI CAI (NOOK 1P.IISS 1.011 rl f.11 OF A.T:RI1-A, 61°0 I:N 11. P,PRISF. I.H. L ^ C .AnISON, HI 5:171!)) FOR SAFLTY PRACTICES PRIOR In PERP(IRNING TaFsf.. FIINGIia"s. UNLESS OINF.P.HISL INDICATED. by T C D L 1 0 . 0 P S F DATE 04/28/04 IOP 1,11"11 SHAI.I. IIAVE PROPERLY AIIACNED STRUCIURAI. PANELS ANn 0011'0. CHDRO SNALL IIAYI: A PROPTPLI AlIA1.IIED RI1,ID CI:I I. I NG. LU BC DL 7.0 PSF DRW CAUSR795 04119028 -IMPORTANT- FURNISH A COPY OF IVIS DESIGN t0 THE INSTALLATION CONTRACTOR, ALPI14E ENGINEERED PR(IONCTS, 1111„ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRO. THIS DESIGN: ANY FAII.IIRC In n11I1.0 INC ALPINE TRUSS ITICONfOR-C'E, HIIH TPI: OR FAORIr.AIING. IIAHDLINf., SIIIPPINL. IRSInLLIrIG A ORACING or 'RIISSI :S. # * BC LL 0.0 PSF A E N G MEM/CWC COSIGN r.""Top s HAlll WAPLIf.IR10 ORORAIIF NDS SFK n6S3 DRASDE SPEC. nY AFAPA) AND TPI. ALPINE f At, TOT . L D . 3 7 . 0 P S F S E O N - 69699 1,"NNCCI OR I'LAIES All f. .n 0f Or 2O/IO/16LA (N,11/5/N) ASI. ATED LRA DT: Nn/1,O fN, R/ITIS) GAIN. DRAWINGS APPLY %yam PI. nTES TO ::ACU fA1.f Of 1RU35 AND. II NI.C55 n111E0. NISE LOCATED "N THIS DESIGN, POSITION PER °RANI Nf.S 16Dn1.. Qf CAt,E 7 nNY INSPEI,IION DF P1.AIES FOLLOWED BY (I) SIIAI.1. RE PER ANNEY A3 Or TPII.?.0 SF f., 3, n SEAT. ON IT -C OUR FAC. 1 . 25 FIR OM MC Alpine Engineered Products, Inc. DPANING INDICATES ACCI:PIANC F. OF PRO F F.SS I OH A. F. NGINEERING P.f,SPONSIBILI;Y S"I,I:I.Y FOR INT: TRUSS ED20NEN1 Sacramento, CA 95828 DI,SIf.N 511"N I1, SIIIIAn11.;tl ANTI :ISE 0r III IS F,Oil-THNT IOR ANY all ILnING IS III: ACSI'ONSIIT11.111 0i' 1111' °:111°"NG DESIGNER PER nNST/TPI I SLC. 2, SPACING 24.0" JREF- 1SCG795_ZO1 E5-5438 MA ER0"5 -" M jWHIS C@WARED OMPUIMT (LMOIMENMSUBMIWY TRUM Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud :W2, W14, W16 2x4 SPF #1/#2: SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 60 PLF at 0.29 to 60 PLF at 37.00 TC From 125 PLF at 37.00 to 185 PLF at 43.00 BC From 14 PLF at 0.00 to 14 PLF at 43.00 Deflection meets L/360 live and L/240 total load. 10 psf BC live load per UBC. Left end vertical exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. 3X5= - 70 mph wind, 11.95 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Calculated horizontal deflection is 0.11" due to live load and 0.14" due to dead load. Max JT VERT DEFL: LL: 0.60" DL: 0.75" recommended camber 1 1/4" (A) 1x4 #3 HEM -FIR or better continuous lateral bracing to be equally spaced. Attach with (2) 8d nails. Bracing material to be supplied and attached at both ends to a suitable support by erection contractor. Calculated vertical deflection is 0.60" due to live load and 0.75" due to dead load at X = 21-6-0. 5X7= 4X6= 0.25 _ 7X8= _ 0.25 4X16= W16 2-2-1 W2 W14 - 4 3-5-6 0-12 2X4 III 2X4111 3X10= 4X6= H0514= 3X7= H0514= 6X12= 2X4111 4X8(A2) 0-7-6 lel6 4-10-7 1, 5-4-1 E5-4-1 1 5-4-1 a E 5-4-1 _(, 5-4-1 3 6-11-8 E 3-10-6 I 5.5-13 T 5-4-1 5-4-1 1 5-4-1 5-4-1 T 5-4-1 4-8-2 T 2-3-6 3-10-6 21-6-0 _I_ 15-2-8 _I_ 6-3-8 _I I =_ 43-0-0 Over 2 Supports _I R=1595 U=180 W=5.5" R=2140 U=180 W=5.5" Note: All Plates Are 3X4 Except As Shown. (PE5-54385 MADERO LOT 5 - T8) PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI -1995 STD UBC 7.01.0421.11 CA 4 1 R - Scale =.1875" Ft. Spates Fabricators 760-397-4122 85-435 Middleton Street, Thermal CAS RC ERN ONOCSIt1-03C(OIRIILOING COMP014ENTEXTREME ARE ]If SAFETYFINFORMATION),IIPUBLISHED BYANDL I MG. IITPII!(TRUSSG. 'PLATEIrAND INSTITUTE!NG. 583 D'080FRI0 DR.. SUITE 200. MADISON, MI 53)19) AND MTCA (MOOD TRUSS CODICIL OF AMERICA, 6300 ENTERPRISE I.N. ICATED.(. OPMADIC110R1) SHALLN WI IHAVEOPROPERLY ATTACHEDA I I 1E$STRUCTURALPIT I OR T"PANERFELSIANDTHESE OOTTOMUNCT G HORDIISHS.ALLIIHAVE ATP ROPE RLYHERWISE IAITTACHED RIGID CEILING. IMPORTANT** FURNISH A r.OPY Or THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED OFESS/p v 1 p w' 'f'q F W = Pr 28 r ca ETH. 5 A TC T C BC LL D L DL 20.0 10.0 70 PSF P S F PSF REF R 7 9 5 49170 DATE 04/28/04 DRW CAUSR795 04119026 CA -ENG MEM/CWC ALPINE PRODUCT $, III f.. $HALL NOT BE RESPONSIBLE TOR ANY DCVIA11011 FROM THIS DESIGN: ANV rn,I.uRC ID DII,Ln TIIE TRUSS IN f,O AF ORMA NCC W.TPI: OR FABRICATING, HANDLING. SNIPPI Nf.. IIlS LALLING A BRAC) xf, Or TRUSS F. S. DESIGN CONFORMS MIIN APPLIT.ADLI PROVISIONS OF NDS (NATIONAL DESIGN SPCC. OY AFAPA) AND IPI. A,,P,R[ CONUECtnR PLATES ARE MADE OF 7. 0/(N.H/$/K) ASIM A6S,1 GRADE 4n/60 (M. K/x.5) GAI.V. STEEL. APPI.v PLAIES 10 11CH FACE DF TrINSS AND, NHLCSs I.D f, AIFD ON 11115 Dr. $11.11, PD$Il1011 PER IINANIIIG$ 1. BC TOT LL . L D . 0.0 37.0 PSF P S F S E O N - 69695 F ROM M C Alpine Engineered Products, Inc. Sacramento, CA 95828 %NERN,SE .r6n C n ON OF PLATES rOLL0MF.0 OY (1) SunLl 8r. r¢R ANN(,x A3 01' tP11S2n02 sfr..,l. n Si:nI. nN ,111$ AIIY IxSPrIND DRAWING INDICATES ACr.EP1'ANCC OF PROrr.SsID1lAL ENGINEERING RESPOHSIBI1.IiY SOLELY FOR )IIT. IRNSS CnnrnH[xl $IIOMt1. TIIE $UI IADILIrY ANo HSL OF IN I r.0MP0NE NI IOR ANI ON II.OI NG IS INE P. E S PONS, IT "j, Y NF IHI SIL pill LDixG DESIGNER PER eN61/iP, , SEC . P. QF /L\`E O {r D U R SPACING .FAC . 1 .25 24.0" JREF- 1SCG795_Z01 5438 MA ERO LO1"-5 9 M M M M- M HIS CMARED_OMPUIMT (L DIMENMSUBM4W TRU Top chord 2x4 SPF 1650f -1.5E :T2, T3 2x4 SPF 2100f -1.8E: Bot chord 2x4 SPF 1650f -1.5E :B2 2x4 SPF 2100f -1.8E: Webs 2x4 HF Std/Stud :W2, W4, W14, W16 2x4 SPF #1/#2: SPECIAL LOADS ------(LUMBER OUR.FAC.=1.25 / PLATE OUR.FAC.=1.25) TC From 60 PLF at 0.29 to 60 PLF at 37.00 TC From 116 PLF at 37.00 to 120 PLF at 42.71 BC From 14 PLF at 0.00 to 14 PLF at 43.00 TC 150 LB Conc. Load at 14.00, 16.00 10 psf BC live load per UBC. W3.. 70 mph wind, 13.29 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Max JT VERT DEFL: LL: 0.60" DL: 0.74" recommended camber 1 1/4" Deflection meets L/360 live and L/240 total load. Calculated vertical deflection is 0.60" due to live load and 0.74" due to dead load at X = 21-6-0. End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. (ED 5X8= 4X6= 0.255 3X4= 8X8= 3X4= '" _ 0.25 3X5= 4X6= W2 W4 2 T3 W14 ;; W16 B2 3X4111 4X10= 4X6= H0514= 3X7= H0514= 4X6= 4X10= 3X4111 0 5 5-0-6 II 5-4-1 II 5-4-1 II 5-4-1 1 5-4-1 i 5-4-1 1 5-4-1 1 15-0-6 01 5- 7 }E }6 1E E E E E E —H 5-5-13 II 5-4-1 II 5-4-1 5-4-1 1 5-4-1 1 5-4-1 1 5-4-1 1 15-53-Il -6 (, 21-6-0 _1_ 21-6-0 ,I 5X8= 1 4-6-0 3-0-1 +10 -12 L 43-0-0 Over 2 Supports R=1793 U=180 W=5.5" R=1985 U=180 W=5.5" (PE5-54385 MADERO LOT 5 - T9) PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI -1995 STD UBC 7.01.0421.11 CA/4/1/ Scale =.1875" Ft. Spates Fabricators 760-397-4122`WARNING TRUSSES REOIIIRE EXTREME CARE ill FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. O ✓ TC LL 20.0 PSF REF R795 49171 REFER TO BLS- 1 -OJ (BU ILDIHG COMPONENT SAFETY IHiORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 58J 85 435 Middleton Street, Thermal CA O'ONOf 0.10 DR.. SUITE 200. MAp1$011, WI 53]19) AND NT CA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. Ma DISON. NI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE.. {y ,l`p T C D L 1 0.0 P S F DATE 04/28/04 TOP CMO RO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND 80T70M CN0R0 $HALL HAVE A PROPERLY ATT ACHC0 RIGID CEILING. W =Apyr 28 04A BC DL 7.0 PSF DRW CAUSR795 04119029 —IMPORTANT— PR 0 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V ISN, 5 A ALPINE TRUSSCTS. IIN CONFORMANCELWITH BPIRESPONSIBLE FABRICATING. HANDLINGANY DEVIATIDU . SHIPPING. INSIALLINGANY AFAILURE NGIOFBUILD TRUSSES. } W. BC ILL 0. 0 PSF CA -ENG MEM/CWC DESIGN CONFORM$ Hlill APPL ILABIE PROV IS IORS OF NDS (NATIONAL .[SIGN SPEC. BY AFRPA) AND IPI. ALP- HE ^ CONNECTOR PLATES APE MADE OF 2.,18/16GA IW. M/S/K) ASTM A653 GRACE HO/60 (N, K/M. S) GALV. STEEL. APPLY w TOT . L D . 37.0 PSF S E O N 69676 R E V PLATES TO TALI- FACE OT TRUSS AIID. UNLESS OTHER NISC LOCATED ON THIS DC SIGN, POSITION PT.q DRAWINGS I60A-Z. YOF CA E03 D U R . FAC. 1.2 5 FROM M C ANY INSPECTION OF PLATES FOLLOWED BY (I) SMALL BE PER ANNEX a3 OF iPil-2002 SCC.J. A ST. AI. ON IVIS Alpine Engineered Products, Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EIIGINEERING RESPOIISIBILITY SOLELY FOR THE TRUSS COMPO NE NI Sacramento, CA 95828 OCSIGII $IIpNN. THE SIIif" LI TY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RCSPONSIBIIITY CF ;HE OIIILDIN6 DESIGNER PER ANSI/TPI I $EC. 2. SPACING 24.0" JREF- 1SCG795_ZO1 T M M —. i M I—HIS G 'ARED MOMPUTJWT (L4DIMEN—SUBMIM TRU PE5-54385 MA ERO LOT 5 - T10) Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud :W2, W16 2x4 SPF #1/#2: Calculated vertical deflection is 0.67" due to live load and 0.57" due to dead load at X = 21-6-0. Truss transfers 200 PLF along top chord through truss to support(S) where indicated. Diaphragm and connections are to be designed by Engineer of Record. ** THE MAXIMUM HORIZONTAL REACTION IS 8483# ** 4X4=- 3X5= X4= 70 mph wind, 13.29 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Max JT VERT DEFL: LL: 0.71" DL: 0.57" recommended camber 1" Deflection meets L/360 live and L/240 total load. 10 psf BC live load per UBC. End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. CD avn— Avc- 3X5= 0.25 3X4= 7X8= 3X4= 0.25 3X5= v 5X7= 5X7= 4X6= — — W2 0-5-7 5 0 6 5 4 1 5 4 1 5-4-1 5-4-1 5 4 1 5-4-1 a 5 -0-6 I{ _ 5-5-13 1E a1E aIF a + E T 5-4-1 i 5-4-1 5-4-1 1 5-4-1 W16 5-4-1 r 2X4111 3X10= 4X6= H0514= 3X8= H0514= 4X6= 3X10= 2X4111 1 4-6-0 3-0-1 1 10-0-12 0-,5; 7 0-5-7 5 0 6 5 4 1 5 4 1 5-4-1 5-4-1 5 4 1 5-4-1 a 5 -0-6 I{ _ 5-5-13 1E a1E aIF a + E T 5-4-1 i 5-4-1 5-4-1 1 5-4-1 5-4-1 5-4-1 r 5-5-13 1 21-6-0 I 21-6-0 I 43-0-0 Over 2 Supports J R=1573 U=180 W=5.5" R=1573 U=180 W=5.5" Rh=+/ -1060.4 PLF OVER 2 SHEAR WALLS: 0 TO 4'; 19' TO 23' (PE5-54385 MADERO LOT 5 - T10 PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI -1995 STD UBC 7.01. 421.11 CA 4 1 R - Scale =.1875" Ft. Spates Fabricators 760-397-4122 "WARNING" TRUSSES REOUIRE EXTREME CARE 11+ FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. REFER TO BCSI 1-03 (OUILDIHG COMPONENT SAFETY INF00.MAT1 Or+). PUBLISHED BY TPI (TRUSS PLATE INST I TATE. S83 TC LL 20. 0 PSF REF R795 49172 85-435 Middleton Sheet, Thermal CA D'ONOFRIO DR.. SUITE 200, MADISON, HI 537 19) At+D MICA (MOOD TRUSS COUNCIL OF AM[RICA, 6300 ENTERPRISE L1+, , MA BISON.MI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERHISE INDICATED, ` - y <`` -i T C D L 10 .0 PSF DATE 04/28/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BD TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, A Apr 28 54 A N0. BC DL 7 .0 PSF DRW CAUSR795 04119030 —IMPORTANT"' FIT NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE E* B C L L 0 PSF CA -ENG MEM/CWC ALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING & BRACING Oi TRUSSES. .0 DESIGN CoNFO..S WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE ST GN SPEC. BY AFI PA) AND IPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/iB/IBGA (W.H/S/K) ASTM A653 GRADE 40/60 W.K/H. S) GAIN. STEEL. APPLY /L s T 0 T. L D 3 7 0 P S F S E 0 N- 69683 PLATES TO CAC" FACE OF TRUSS AND. UNLESS OTNERNISE LOCATEB ON THIS DESIGN, POSITION PER DRAWINGS 160A -I. -n V_ Y 4 C ANY INSPECTION OF PTA IE$ FOLLOWED BY (I) SHALL BE PER ANNE Al or TPII '20n2 SEC.3. A ST. A I. nN THIS ( Qr /L Alpine Engineered Products, Inc. DRAWING INDICATES ACCf PTAUTAHCE OF PanFEssIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TUC IRU SS F, BWPOME NT {F D U R .FAC 1 2 5 FROM M Sacramento, CA 95828 BUILDINGITOCSIGNCRTHERSAIISI/IPITI SCC.OS. OF THIS COMPONENT FOR ANY BUILOING IS TIIE RESPONSIBILITY OF THE SPACING 24. 0" JREF 1SCG795_Z01 PE -54385 MADERO LOT 5 - Top chord 2x4 SPF 1650f -1.5E Bot chord 2x4 SPF 1650f -1.5E Webs 2x4 HF Std/Stud IM M M M M M MHIS 4MMREDMOMPU4MT (L_DIMEt SUBMI_Y TRU- Truss transfers 200 PLF along top chord through truss to support(S) where indicated. Diaphragm -and connections are to be designed by Engineer of Record. ** THE MAXIMUM HORIZONTAL REACTION IS 8527# '- NEGATIVE REACTION(S), (U)=XXX (SEE BELOW), REQUIRE(S) UPLIFT CONNECTION(S). UPLIFT(S) DUE TO SHORT TERM DRAG LOADS. 4-6 0 3-0 1 1 70 mph wind, 13.29 ft mean hgt, ASCE 7-93, CLOSED bldg, located anywhere in roof, 100 mi from coast, CAT I, EXP C, wind TC DL=7.0 psf, wind BC DL=5.2 psf. Deflection meets L/360 live and L/240 total load. 10 psf BC live load per UBC. End verticals exposed to wind pressure. Deflection meets L/240 criteria for brittle and flexible wall coverings. TI I 3X5= 0.25 — sx5= 5X6= 3X5= _ 0.25 5X4= 5X4 = — 4-6-0 \ 3-0-1 1 10-0-12 2X4111 3X5= 5X6= 3X8= 5X6= 2X4111 (U)=502 (U)=550 0 5 7 5-0-6 a1E 5-4-1 5-4-1 1E 5-4-1 1E 5-4-1 fE 5-4-1 5-4-1 E 5-0-6 0-5-7 5-5-13 1 5-4-1 1 5-4-1 1 5-4-1 1 5-4-1 1 5-4-1 1- 5-4-1 5-5-13 I 21-6-0 1 21-6-0 _I 43-0-0 Over Continuous Support R=73 PLF U=4 PLF W=43-0-0 Rh= -(-/-530.2 PLF OVER 4 SHEAR WALLS: 0 TO 4'; 17'1" TO 21'; 27' TO 31'; 39' TO 43' Note: All Plates Are 3X5 Except As Shown. (PE5-54385 MADERO LOT 5 - T11) PLT TYP. Wave TPI Design Crit: TPI -1995 STD UBC 7.01.0421.11 CA 4 1 R - Scale =.1875" Ft. Spates Fabricators 760-397-4122 WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLIIIG. SHIPPING. IRSTAILING AND DRACING. OQ j T C L L 20 . 0 P S F R E F R 7 9 5 49173 85 435 Middleton Street, Thermal CA REFER TO BCSI 1'03 (BUILDING COMPONENT SAFETY INFORMATION). PIIBLISIICO RY IPI (TRUSS PI ATC INSfl Illi f.. 583 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719) AND WTCA (MOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, W. MADISON, WI 53719) FOR SAFETY PRACTICE$ PRIOR TO PERFORMING THESE FUNCTIONS. """'S OTHCRWISC INDICAIED. \`" 4 Q T C D L 10 .0 P S F DATE 04/ 28/04 IOP CNORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM C N 0 R D SHALL NAVE A PROPC RLY ATTACHED / RIGID CEILING. TWp BC DL 7.0 PSF DRW CAUSR795 04119030 I A COPY OF THIS D IO INSTALLATION T T ICONTACTOR. wPRODUCTS. INC.. SHALLNOTBERESPONSIBLE FORANYDEVIATIONFROMTHISDESIALPINE TEGN: ANY FAILUREI'O BII ILDTHEALPINE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. IIISIALLIIIG A BRACING OF TRUSSES.DES IG M * * B C L L 0.0 P S F CA -ENG MEM / C W C C ON N E C FOR PLATEF OR -SS ITHMADEAPPLIOFBLE 20/IB/16G AO(W, H/S/NS OF K) AS T MIA 653 GRA DEONAL H, 0/60 (WT X/APS) G41. . STF. I: 1.. APPL YALPINE TOT . L D . 37 .0 PSF S E O N - 69687 R E V PLATES TO EA CH FACE OF TRIISS ANO. UNLESS OTHERWISE LOCA I ED ON THIS OCSIGII, POSITION PCR nRAWINGS IfiOAI. v ` ANY INSPECT ON OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE A3 DF TPII-2002 SE F..3. A SEAL XON OE CA`, O O U R FAC. 1 . 25 FROM M C Alpine Engineered Products, Inc. DRAWING INDICATES ACC EP tANCC OF PROFESSIONAL CIIGINCCRING RESPONSIBILITY SOLELY FOR IIIE TRIISS E-OMPONENT Sacramento, CA 95828 OCSIGN SHOHB. TIIE SIIITADIIiTY AND USE DF THIS COMPONENT FDR ANY BUILDING IS TUE RI:SPOHSIflILIIY DF IIIE SPACING 2 4.0 " J R E F - 1 SCG 7 9 5_Z 0 1 BIIIl01 Nf. DESIf,NER PER PNSI/iPI 1 SEC . 2. BEARING BLOCK NAIL SPACING DETAIL Jnr m r m r m m m MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: * SPACING MAY BE REDUCED BY 50% / ** SPACING MAY BE REDUCED BY 33% BEARING BLOCK TO BE SAME SPECIES, SIZE AND GRADE AS BOTTOM CHORD. C** NAIL LINE LENGTH OF BLOCK SPECIFIED ON SEALED DESIGN (12" MINIMUM - 24" MAXIMUM) -WARNING.; IRUSSLS KLUUIKL LXIMLML LP INSTALLING AND BRACING. REFER TO HIB -91 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONC SAFETY PRACTICES PRIOR TO PERFORMING TI TOP CHORD SHALL HAVE PROPERLY ATTACHE HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT;■ FURNISH A COPY OF THIS Df ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE I DESIGN' ANY FAILURE TO BUILD THE TRUSSE HANDLING, SHIPPING, INSTALLING AND BRACR APPLICABLE PROVISIONS OF NDS (NATIONAL AMERICAN FOREST AND PAPER ASSOCIATION) 7ASTM A653 GR40 GALV. STEEL EXCEPT AS N ALPINE ENGINEERED PRODUCTS, INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON FLORIDADRAWINGS 160 A-2. THE SEAL ON THIS DRA%. POMPANO BEACHRODU ENGINEERING RESPONSIBILITY SOLELY FOR T SUITABILITY.AND USE OF THIS COMPONENT F RESPONSIBILITY OF THE BUILDING DESIGNER, B* B/2* DIRECTION OF LOAD AND NAIL ROWS %NDLING INSTALLING AND BRACING), PUBLISHED DR., SUITE 200, MADISON, WI. 53719) FOR FUNCTIONS. UNLESS OTHERWISE INDICATED, IRUCTURAL PANELS AND BOTTOM CHORD SHALL N TO THE INSTALLATION CONTRACTOR. ALPINE ONSIBLE FOR ANY DEVIATION FROM THIS 1 CONFORMANCE WITH TPI' OR FABRICATING, IF TRUSSES. DESIGN CONFORMS WITH IGN SPECIFICATION PUBLISHED BY THE TPI. ALPINE CONNECTORS ARE MADE OF 20GA D. APPLY CONNECTORS TO EACH FACE OF IS DESIGN, POSITION CONNECTORS PER INDICATES ACCEPTANCE OF PROFESSIONAL TRUSS COMPONENT DESIGN SHOWN. THE ANY PARTICULAR BUILDING IS THE Z ANSI/TPI 1-!995 SECTION 2. MINIMUM NAIL SPACING DISTANCES CHORD SIZE DISTANCES NAIL TYPE 2X4 2X6 2X8 2X10 2X12 8d BOX 0.113"X2.5" 3 6 9 12 15 10d BOX 0.128"X3" 3 5 7 10 12 12d BOX 0.128"X3.25" 3 5 7 10 12 16d BOX 0.135"X3.5" 3 5 7 10 12 20d BOX 0.148"X4" 2 1 4 5 6 8 8d COMMON (0.131"X2.5") 3 1 5 7 10 12 10d COMMON 0.148"X3" 2 4 6 8 10 12d COMMON 0.148"X3.25" 2 4 6 8 1 10 16d COMMON 0.162"X3.5" 2 4 6 8 10 0.120"X2.5" GUN 3 6 8 11 14 0.131"X2.5" GUN 3 1 5 7 10 2 1/4" 0.120"X3.0" GUN 3 6 8 11 E12 14 0.131"x3.0" GUN 3 1 5 7 10 12 MINIMUM NAIL SPACING DISTANCES THIS DRAWING REPLACES DRAWING B139 AND CNBRGBLK0699 (iOFES9 REF BEARING BLOCK DATE 12/16/99 DRWG CNBRGBLK1299 043845 m -ENG SJP/KAR EV. 6342005 DISTANCES NAIL TYPE A B* C** 8d BOX 0.113"X2.5" 3/4" 1 3/8" 1 3/4" 10d BOX 0.128"X3" 7/8" 1 5/8" 2" 12d BOX 0.128"X3.25" 7/8" 1 5/8" 2" 16d BOX 0.135"X3.5" 7/8" 1 5/8" 2 1/8" 20d BOX 0.148"X4" 1" 1 7/8" 2 1/4" 8d COMMON (0.131"X2.5") 7/8" 1 5/8" 2" 10d COMMON 0.148"X3" 1" 1 7/8" 2 1/4" 12d COMMON 0.148"X3.25" 1" 1 7/8" 2 1/4" 16d COMMON 0.162"X3.5" 1' 2" 2 1 2" 0.120"X2.5" GUN 3/4" 1 1/2" 1 7/8" 0.131"X2.5" GUN 7/8" 1 5/8 " 2" 0.120"X3.0" GUN 3/4" 1 1/2" 1 7/8" ,0.131"x3.0" GUN 7/8" 1 5/8" 2" THIS DRAWING REPLACES DRAWING B139 AND CNBRGBLK0699 (iOFES9 REF BEARING BLOCK DATE 12/16/99 DRWG CNBRGBLK1299 043845 m -ENG SJP/KAR EV. 6342005 2 X 6 H1R LUMBER GRADES 1CLL TCDL IMAX SETBIC 1CLL TCDI Mnx SE TO, SPF 1650(-I.SC 16/7.231 8-8-0 16/14.301 (C) SPF 21001-1.8 16/7=231 8-10-0 16/14.301 6-4-0 (A) JO) NOTE: MAXIMUM SETBACK IS FROM INSIDE Of BEARINGS. i. DEFLECTION CRITERIA LIVE LOAD l/240 T'0 I AL LOAD = L/180 2.82-6.0 R=-39?1 MAX, W. I S * Lilt, VARIES WITH SETBACK A17TER DETAIL PLATING. PITCH 2.02-3.00 3.00-4.50 4.50-6.00 (A) 3X8 3x7 3x6 (81 3XS 3x5 3x5 (C) 3x8 3x8 3x8 EXIENSIUN MUST UE SUPPDRICD EVERY 4-0-11 MAX. EXTEN-IQNS MAY BE PLAIEO FOR AOOIIIONAL LENCtH. USE 3X6 PI AILS fOR 2x4 LUMBER. 5118 PLAIES FOR 2X6 LUMBER. E IC. (Ci) (c) > (ss) VARIES WITH 1'11Cli _J U=694# MAX. W-1 5- MIN. CONVENTIONAL FRAMING IS NOT THE RESPONSIBILIfY.OF THE TRUSS DESIGNER. PLATE MANUFACTURER, NOR 1RUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAu1(ONEO 10 SEEK THE ADVICE Or A LOCAL PROFESSIONAL ENGINEER AEGAROMIIG CONVENTIONAL rRAMINC. (SS) SHIM ALL SUPPORTS SOLID TO BEARING (NO) NO QVERCU11ING ALLOWED ON NIPPED CHORD. THIS HIPJACK OESICNCO 10 SVf'POR1 CONVENTIONALLY rRAMEO RAFTERS CANTILEVER HEEL I RAISED HEEL OEM' 2x. 3X4 PLATE OVER SUPPORT 2X4. 1x6. 2X8. 2X10 BLOCK FL GRADE L= = Em ••Via NINV•• TRUSSES RCOUIRE LAIR(N( CARE IW,IANULI/L, tl lll•r INV, INSIAtl 11,1, wllll tl/-ALINV .._ P[f(R 10 NIS -91 utANULING INSIALLING AND ICMltl,1. PUILISIkit 11Y IN 110 -AS PI.AI( :, 1/•,=J L=7 p InllnUlc. 583 D•Om0rpIO DR. Slin( ?00. MAOIsON. V1 33)111. r1p SAriIv,PYA•.IWcs rolnv f--1 O 10 PERrOPHING IN(SE rumLlIOnS IJKCSS 01/(RVISE INDICATED. IUP [ORO SI1AtL NAV( rOUr[Rly .1 • At LACHCO SIRUCIURAL PANELS AND 110110" CNp110 SNAIL HAVE A PROP(RlY A'IALII(0 RIGID CEIUN 1 ' \ U L .•1NPDRIANI•• fURNISN A COPY Or THIS OCSP:N 10 11,C IN••IALLAIMN CIU•t OACIDP At PIN( \=ZI o AN61N(EPLD ZN17 SHALL NO) 81 ANT v1INN PuMIPpjI,(; IGNI I NI_ C ILWCP`0 SUILO INC IPUSSfSS IN CCprfSORNANC( lPIOR vrINNDI W,.IAVILIN JACK RAt TCR' 0( 1AIL INSTALLING AND YRACING Or 1RULsEs IKsIGN 1:1)AEMtNt Will- APPLICABLE I 1PAPL t1UNS UI IVIS \ CJ . t/lA1fDNAL DESK✓+ SP(CIr ILA110N PLOOLISIIED BY 1 NC AMERICA" *AN I 'ANO PAI•(a ASUIC IA _ o I<<✓J. AIID 1P1 ALPINE CONNCC1Wt ARE IWIDC Or 20(.n nStN A65] GP77 GAIV SIf.Ct (aCCrt wt up1CU G :jl C ,OI APPIY C011/(CiWS l0 CAGrI FACE Uf tRUSS AND. IJM.EtC 01•IEPVISr. LOCAI(IJ ON Illlt O 1= IIESIGN, POSITION CONNCCIOvS PER IIRAVINUI, 110 ISO ANO 11.0 A -r AN (WINE (O'S SI At IRI' IVIS ' C71 O p O OPAVING APPLIES ONLY 10 IN( UESIOI. Of Ut 1R11SSU(PICI(O HER( ANU tl•ALL hot U( RfLI(D UPON IN ANY QIN(• WAY (A) 1.5' MIN 3X4 TIE PLATE / e P1 . (P) / / BLOCK PLATE 2x4 —7X6 2x6 — 2x8 2X8 — 2X10 18 MIN I 2X10 — 2X12 I TC LL PSFIRCr TC DL LOADING PSF SEC 11ATC lei 7/16/98 DRur, Cn119 BC DL AaDVC PSr * BC LL pSF To Il D F•Sr 'I'll' DUR.F AC. 1 2S JACK RAt TCR' 0( 1AIL SPAC ING 74' o c q"OIA W StaW -)0" M HIS MREPA OM CMR IN! OADSMENSIMUBM1_Bv TM STANDARD JACK DETAIL (REPLACES CD101, CD101A) Rafter Rafter Rafter Rafter W1 5X4 III Rafter Rafter 12 DESIGN CRITERIA: (**) LIVE (CONSTRUCTION) LOAD DEFLECTION LIMITED TO L/180. (Horizontal span in FT -IN -SX) Pitch LIVE (SNOW) LOAD DEFLECTION LIMITED TO L/240. Pitch>4 II TRUSSES SPACED AT 24" ON CENTER. STANDARD JACK REPETITIVE MEMBER INCREASE (1.15) USED FOR BENDING STRESS. RAFTER II II LIVE LOAD OF 16 PSF APPLIES ONLY TO ROOF PITCH AT LEAST 4:12 Load ( sf) 10 LIVE AND DEAD LOAD APPLIED TO HORIZONTAL PROJECTION. 16 b11.5X4 III (*) 2X4 STD, STUD, #3 OR BETTER END VERTICAL WEB WITH W1.5X4 W2X4 Al 20 CONNECTORS REOUIRED IF UPPER BEARING POINT IS NOT USED. W3X4 FOR CEILING JOIST Dead SPAN>8'0" 7 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS X2-6-0— SPAN VARIES — FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY 10 15 THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE MAXIMUM 15 ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. 1.15 1.25 ** Maximum Rafter Span Table Ceiling Rafter Rafter Rafter Rafter Rafter Rafter Rafter Rafter Rafter (Horizontal span in FT -IN -SX) J01 St Pitch>4 Pitch>4 Pitch>4 Pitch>4 STANDARD JACK _ DC,AiL SPACING 24 . 0" J REF - I S 3 B Live Load ( sf) 10 16 16 16 16 20 20 20 30 40 Dead Load ( sf) 7 10 15 20 23 10 15 23 10 15 Duration Factor 1.15 1.25 ** 1.25 ** 1.25 ** 1.25 ** 1.25 ** 1.25 ** 1.25 ** 1.15 1.15 2X4 SPF #2 (S) 7-7-0 8-1-0 7-5-0 6-10-8 6-7-4 7-6-4 6-11-12 5-10-4 6-0-4 5-5-8 2X4 SPF #1 (S) 7-9-8 8-4-12 7-7-8 7-3-12 7-0-4 7-9-8 7-5-0 6-2-12 6-2-4 5-7-8 2X4 SPF 1/#2 (Canadian) 8-2-8 8-7-4 8-0-0 7-3-12 7-0-4 8-0-0 B-0-0 6-2-12 6-6-4 5-11-0 2X4 Hem -Fir #2 8-0-4 8-5-12 8-0-0 7-2-8 6-11-0 8-0-0 8-0-0 6-1-12 6-8-0 5-9-4 2X4 Hem -Fir #1 8-4-12 1 9-0-12 8-2-12 7-8-8 7-5-0 8-4-12 8-0-0 6-7-0 6-11-8 6-0-12 2X4 Doug.Flr-Larch #1 8-9-4 9-2-4 8-5-0 7-9-12 7-6-0 8-6-12 8-6-0 6-8-0 6-11-8 6-3-12 2X4 Doug.Fir-Larch SS 9-1-0 9-9-8 9-0-4 8-4-8 8-0-0 9-1-0 8-6-0 7-1-12 7-2-8 6-6-12 2X4 MSR 165Of-1.5E 8-4-12 9-0-12 8-10-0 8-2-4 7-10-8 8-4-12 8-3-12 6-11-12 6-8-0 6-0-12 2X4 MSR 2100f -1.8E 8-11-4 9-7-8 9-7-8 8-8-12 B-8-12 8-11-4 8-11-4 7-10-8 7-1-0 6-5-4 2X6 SPF #2/Hem-Fir #2 11-11-0 11-10-0 10-10-0 10-0-12 9-8-0 11-0-4 10-2-8 8-7-0 9-1-12 8-2-4 2X6 DF -L #2/Hem-Fir#1 13-2-8 12-7-0 11-4-4 10-8-4 10-3-4 11-8-8 10-10-0 9-1-8 9-8-12 8-8-4 2X6 Doug.Fir-Larch #1 13-9-4 13-5-8 12-3-12 11-5-4 10-11-12 12-6-4 11-7-0 9-9-0 10-4-12 9-3-8 2X6 Doug.Fir-Larch SS 14-3-2 15-4-12 15-1-0 13-11-0 13-5-8 14-3-8 14-2-8 11-11-4 11-4-0 10-3-12 2X6 MSR 1650f -1.5E 13-2-8 14-2-12 13-10-8 12-10-8 12-4-8 13-2-8 13-0-12 10-11-1 10 5 12 9 6 4 2X6 MSR 2100f -1.8E 14-0-8 15-1-8 1 15-1-8 13-8-12 13-8-12 1 14-0-8 14-0-8 12-4-12 11-1-12 10-1-8 i (S_CD101A Jack Standard - AM AM) PLT TYP. Wave TPI -95 Design Criteria: TPI STD A 1 R - S ares Fabricators p 85-435 Middleton Street, Thennal CA I A L P I N E Alpine Engineered Products, Inc. Sacramento, CA 95$2$ "HARKING " TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TRUSSES BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING!. PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR.. SUITE 200, MADISON, HI 53719j. FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE ?ROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGIO CE I!ING. ""IMPORTANT•" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE 'WITH TPI: OP. FABP. IC 4TING, HANDL UW. SHIPPING. iNSTALLIN'G AND BRACING OF TRUSSES. THI5 DESIGN CONFORMS WITH APPLICA9LE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPE P, A'S OCIAT!ON) 4NO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESiG 11, ?OSITION CONNECTORS PEP. DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR PUILOiNG IS THE RESPONSi3:L:TY OF THE BUILDING DESIGNER„ PER ANSI/TPI 1-1995 SECTION 2. ` F` (v ! s 03 T COL 45 r 20 c rw. 6Jaioo5 * 7k / s Ir' CIY11. T' ryJ ' / tQ Fe, I !CA/I/-/-/-/R/- T C T C B C BC TOT. L L D L D L LL L D . S E E A B 0 V E _ R t F R795--34086 DATE 06/03/03 D R W CAUSR195 03154031 CA -ENG GTP / C W C ' STANDARD JACK _ DC,AiL SPACING 24 . 0" J REF - I S 3 B 7 9 5_Z 0 1 = = OWSM-07APP AMP SAM; LPOSW PW M COMMON RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS - 80 MPH FASTEST MILE WIND, 30 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, I=1.05, CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF, OR 100 MPH 3 SECOND GUST WIND, 30 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE IN ROOF, I=1.00, CAT II, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5,0 PSF, LATERAL CHORD BRACING REQUIREMENTS TOP, CONTINUOUS ROOF SHEATHING BOT CONTINUOUS CEILING DIAPHRAGM SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON THIS DETAIL. NAILS, IOd COMMON (0.148'X3') OR 0.125'X3' GUN NAILS 2X4 BLOCKING NAILED TO 45° SHEATHING AND EACH TRUSS 2X4 STUD, #3 H/2 OR BETTER DIAGONAL BRACE ATTACH EACH END FOR 560#. H H LESS THAN 3'3' - NO STUD BRACING REQUIRED r m H GREATER THAN 3'3' TO 7'8' IN LENGTH PROVIDE A 2X6 STIFFBACK AT MID -HEIGHT AND BRACE STIFF - BACK TO ROOF DIAPHRAGM EVERY 6'0' (SEE DETAIL BELOW) H GREATER THAN 7'8'1 PROVIDE A 2X6 STIFFBACK AT HEIGHT INTERVALS OF 48' OR LESS BRACE STIFFBACK TO ROOF DIAPHRAGM EVERY 6'0' (SEE DETAIL BELOW> GABLE STUDS MAY STAPLED TO CHORDS, EXCEPT AT SPLICES AND CHORD ENDS. USE (3)15 GA, 3/8'x2.0' WIRE STAPLES (.074 Va.) TOE NAILED THROUGH CHORD INTO WEB & WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES PER CONNECTION. NOTCHES MAY NOT OCCUR IN OVERHANG OR FIRST PANEL OF TOP CHORD. STIFFENERS TyP 2X6 #2 STIFFBACK ATTACHED TO EACH STUD W/ 4 NAILS THIS DRAWING MAY BE USED IN PLACE OF A08030ECxxxx, GBLBRSTCxxxx, (xxxx= any prior date) ALPINE 7 ALPPE I Imo, POWANO BEACH, FLORDA ■'VARNINGm- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, V1, 53719) AND VTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, VI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING, ..IMPORTANT-- FURNISH COPT OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODL SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN) ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPL OR FABRICATING, HANDLING, SHIPPING, INSTALLING L BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE WADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE 40/60 (W,K/H,S) GALV, STEEL. APPLY PLATES TO EACH FACE Di TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS ED BY (1) SMALL BE PER DESIGN EX' P IIT TON 1-20DRAE . 3. 1A SEAL ANY ON THIISPECT113N OF PLATES DRAWING INDICATESFACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USEOF 1 HISECOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERANSI/T Q CID No. 5 OF FQ C!11- 2 IMAX TC LL 20.0 PSF TC DL 20.0 P S F BC DL 10.0 PSF BC LL 0.0 PSF TOT, LD, 50.0 P S F REF GE WHALER DATE 01/20/04 DRWG GBLBRSTC-R795 -ENG SJP/KAR/GWH DUR, FAC. 1,25 SPACING 24' m m m m W4X4, MIN. W1.5X3 TYP. 2x4 CHORDS W3X4, MIN. HIP FRAME', 'R' HIP FRAME STOPS AT PLUMB CUT OF JACKS TO MAINTAIN PITCH CONTINUITY. HIP FRAME* DETAILS 24' TYP., 2x4 PURLINS m = m = m HIP FRAME KMON JSSES ;PPED HIP 'TEM TRUSSES SET BACK EN J C#1 .HIP PITCHED AND SHEATHED CHORD AREA HIP FRAME- B BOTTOM CHORD 0 - ATTACH HIP FRAME TO FLAT CHORDS OF STEPPED HIPS W3X4, MIN. AT ALL OVERLAPPING POINTS WITH 3-8d (0.131"X2.5") OR 2-10d (0.148"X3") COMMON NAILS. BOTTOM CHORD OF HIP FRAME TO BE ATTACHED TO #1 HIP WITH 10d COMMON NAILS ® 6" O.C. MAXIMUM SPACING. HIP FRAME SECTION B -B HIP FRAME* LUMBER IS SPF, SO. PINE, HF, OR DFL STANDARD, STUD GRADE, OR BETTER. SEE ENGINEER'S SEALED DESIGN FOR SETBACK, LUMBER, PLATING, LOADING AND DURATION FACTOR REQUIRED. * THIS HIP FRAME MAY BE USED WITH A MAXIMUM 120 PSF WITH TOP CHORD LOADING. 'R' HIP FRAME CHORDS MAY BE TRIMMED UP TO 2" TO FIT. PURLINS MUST BE INTACT AND PROPERLY ATTACHED. BY TPI SAFETY TOP CH HAVE F rrIMP01 ALPINE ENGINE DESIGN, HANDLII APPLIC 77ASTM A ALPINE ENGINEERED PRODUCTS. INC. TRUSS DRAWIN POMPANO BEACH, FLORIDA ENGINEI . TRUSSES REUUIRE LXIXLML LAME rM rAVXLL.—InU, n uunu, r n AND BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED ISS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR CTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL IPERLY ATTACHED RIGID CEILING. r.. riiammw A t%nPv r1F THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE N FICATION PUBLISHED BY THE PINE CONNECTORS ARE MADE OF 20GA Y CONNECTORS TO EACH FACE OF N, POSITION CONNECTORS PER ES ACCEPTANCE OF PROFESSIONAL 3MPONENT DESIGN SHOWN. THE TICULAR BUILDING IS THE -- SETBACK -- -- STEPPED HIP SYSTEM TRUSSES HIP FRAME* - PROVIDED BY TRUSS MANUFACTURER. HIP FRAME* IS DESIGNED TO PROVIDE BRACING FOR FLAT TOP CHORDS OF HIP FRAME SYSTEM WHERE INDICATED. STRUCTURAL PANELS MUST BE PROPERLY ATTACHED DIRECTLY TO HIP FRAME PURLINS. THIS DRAWING REPLACES DRAWING CD126 OFESS/ REF HIP FRAME DATE 06/25/99 Z DRWG HIPFRAME0699 !c? ca38n5 r -ENG DLJ/KAR Exp. 6-30-2005 f ' 1 I I 11' I. ■ice■ ■ ■ ■ ■ ■ ■,■:■,■ ■ ■ ■ ■il ■ww w ■ ■ice■ ■ ■ ■ ■ ■ ■ ■'■;■'■ ■ice ■i !. •r ■ ■ 11• ■i i i mom's i'i ii ■iv M mm ■ ■0 M Mi. .l. .. .: ■ice _ %=h ■ ■ ■ ■:■INoI/ 01 \ •4 11• ROOF SHEATHING. PERMANENT DIAGONALS FORM BRACED BAY. REPEAT AT ALL HIP ENDS, MAXIMUM INTERVAL EQUALS 20'. (NOTE: THE IST BAY OF PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN BE EXCLUDED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: THE CONTINUOUS TOP CHORD PURLDm ARE ATTACHED TO OF THE FIAT TOP CHORD OF THE1 HIP. 2 THE END JACKS ARE SHEATHED WITH PROPERLY ATTACHED STRUCTURAL PANELS.) SECTION A—A FIELD APPLIED 0 BUILT—ININ PLANE CRIPPLES PLES CRIPPLE OF TRUSSES CIPSPAPING COMMON (c) 11(°) (e) 11 (B) 11 (B) ())Il (B)_ (CONTINUOUS 2X4) (C) CRIPPLES SPACED 48' O.C. TYP. (D) BUILT—IN FILL CRIPPLES (HORIZONTAL MEMBER OPTIONAL) ALPIN AUMM ENGQIE = PRoavCls RACRAI EM. CAU7CM" .I CHORD A EA SHEATHED B o —CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FIAT TOP CHORD AND EXTENDED TOP CHORD. USING 3 — 8d COMMON TOE NAILS OR 2 — 10d COMMON NAILS THROUGH FACE. CH(ZTYYPPI (TYPICAL) # 1 HIP GIRDER SECTION B—B BUILT—IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. (B) SEE CA—HIP ENGINEERING FOR JACK TYPE USED * NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER, PLATING. LOADING AND DURATION FACTOR REQUIRED. THIS DRAWING REPLACES DRAWING CD110 AND BRCALHIP0899 AE iM FABRICAT K lYVDI! ' sl+En iRD DR. StllTE ALI MGA XS 19) FUR Q 0 w L` ` TC LL PSF REF CALIF. BRACE 4SE Fu•crmt<s ii a Ess QriER g DDIU c 1 'y TC DL PSF DATE 05/01/02 D STRJMRAL PN*LS AND BQTTDI C Z I„ BC DL PSF DRWG HRCALHIPH0502 TO TM =T#LL nM COMACTM ALPM SPQ/SIDLE FM MY DEV7pIA TM N nM = w o= 0 BC LL PSF ENG TSB/CWC FMM S 4 DE a CQ CM FAMUCA„T711Ca DE9Gl1 S TR=_ T11> PlD1L2 — 9- ,,,r.. * * TOT. LD. * PSF DUR. FAC. SPACING m CONVENTIONALLY FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER (B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE BOARD ABOVE TRUSSES AT 24" OC NOTE: RIDGE BOARD D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS1001 FOR VALLEY RAFTERS - SUPPORTING TRUSS BRACING DETAILS. AT 24" OC (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS W-10". RIDGE (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". BOARD - FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. (2) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RIDGE BOARD (3) 16d BOX NAILS (D) (A) (3) 18d BOX NAILS (C) (B 4'0" TYP. (B) / '(2) 16d BOX NAILS, TOE -NAILED (TYPICAL) —PROPERLY ATTACHED RATED SHEATHING 16d BOX NAILS, -NAILED RATED SHEATHING PARTIAL FRAMING PLAN TRUSSES AT 24" OC (2) 16d BOX NAILS, OE -NAILED (3) 16d BOX - NAILS, TOE -NAILED (D) II I ..(A) SUPPORTING TRUSSES AT 24" OC MAX SPACING (3) 16d BOX NAILS, TOE—NAILED GIRDER L (3) 16d BOX NAILS, TOE—NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V106—CONY ■■vAaNING.■ rRc,asEs rMauRE ExTRENE rwae IN F"tw,cATD,c, HMIDLDIG. sNIPPUIG. IIlSTALLING TC LL 30 30 40 PSF REF CONY. VALLEY AND BRACING. REM TO NDl-'Jl ocANDLDIG DKTALLDNG AND BRACDIIG>. PIJi.L9ED By TPI cTRuss PUTS D+sTIIIIre, sea ro+oFRm DR., suITE zoo. NADI5M vI. 537I9f FUR SAFETY PRACTICES OFESS/ PRIM TO PERronmcG THESE FUNcrDils, uNLEss nr►IERWISE DmD"/1TED, TOP COW OWL HAVE W TC DL 20 15 7 PSF DATE 02/18/03 ER PRLY ATTACHED STRUCTURAL PMlELS MID BQTTOI OOiD EIIALL HAVE A Pie>PERLr ATTACIED urtA FUipeSN car cEnma DESIGN MDISTALLATD71 CDNTRACTDR. ALPLE ENGDCEERED -O BC DL 10 10 10 PSF DRWG VALCONVF0203 PRDDUCTs, INC., SNALt NCTI ) RESPocsmLE FOR ANY DE1/UTDDN FRDII raS DESIGIU ANY iAILIJRE 2 ALPINE TO BUILD TIE TRUSS IN coaFoecANCE vmc TPI, DR FASBICATD6, NANDLDIG, sN1PPD G, n,STALLDVG w 5 BC LL O O 0 PSF —ENG MIIi/KAR t WtACDIG Ds TRUESEt DESIGN cD►sancs vITN APPL2CABLE vaovssloa OT NDS 6MTDiiAL nEsuN SPEC, r AFr.PAI AND TPL ALPDAE CDNNECTDit PLATES ARE MADE ff zDiulne GA tv,ws/K) - ..6-3 2005 TOT. LD. 80 55 57 PSF ASTN A6S3 GRADE 40/60 tv,K/N,SI GALV, STEEL. APPY PLATES TO EACH FACE ff TRUSS AND. . ALPINE ENGINEERED PRODUCTS, INC. LK= DTIERv1sE LpCATED ON rat DESIGII, POSITD?I PER DRAITGS 160A -L ANY DISPECTIDI Cf DUR.FAC.1. .331.151.Ib PLATES LDHED BY W SHALL TE PER AMEX A3 D' TPI 1-E002 210C. 3 A TEAL DI THIS S P POMPANO BEACH, FLORIDA DRAW= DfDICATEt ACC TANCE a' PRDFFSSSIUL DIGQEI£RDEi RESPDOiD)D.ITr SaELY FPER MTIE `^ • t+ulLan G° aE nam T►E BuaL DaHG DE uoEN Nav, scc. A" ' FOF c A1.\E SPACING SEE ABOVE A: - '-- tail - ti(:UII[l OF AIL DETAIL FOR TRUSSES OFFSET FOR 30" SCUTTLE OPENING. T•RUSSES,EACH SIDE OF SCUTTLE OPENING SHALL BE DESIGNED TO SUPPORT THEIR FULL TRIBUTARY LOAD. FOR AN OPENING OF 30 WITH TRUSS SPACING OF 24" ON CENTER, TRUSSES EACH SIDE SHALL BE DESIGNED FOR 28" 0/C. (30 1 1.5 '1' 24) / 2 = 27.75. ADEOUATE SPAN -RATED DECKING SHALL BE USED. BLOCKING AS SHOWN SHALL BE INSTALLED IF THE TRUSS SPACING EXCEEDS THE SPAN -RATING OF THE DECKING MATERIAL, OR AT THE DISCRETION OF THE BUILDING DESIGNER. THIS DETAIL IS NOT TO BE USED IN CONJUNCTION WITH PULL-DOWN OR PERMANENT STAIRS. (B) BLOCKING LUMBER DF -L STUD (GREEN) OR SPF g2. ATTACH BLOCKING WITH TWO 10d COMMON (0.1480") NAILS, TYPICAL. PARTIAL ROOF TRUSS LAYOUT IHl . UWU KKLFAKtU YKUI'I LUiirUItK INYUI (LUAU) d UIMtIVJIUNJ) JUDMII)LU DI IKUJJ 191-K. SEE ORIGINAL DRAWING FOR LUMBER, CONFIGURATION, CONN CTOR ST 17, A SPACING AND LOADING INFORMATION. TOP VIEW 241 TYPICAL BOTTOM VIEW L X30" ESS OPENING 124" 124" I 131 24" 1 24" I 24" 31 31 24" 24" .5" .5" .5" (R—Detail T12A) PLT TYP. High Strength,Wave TPI -95 CA 1 -/ R F Spates Fabricators 760 IN(TRUSSI'LATE NCI. TC L L R E F R 7 9 5 7790 1 85-435 Middleton Therm l Street, Thermal CA BRACING. REFERUTOEHI8.911R(HANDLINGE INSTALLINGBAIIOABROIIG)AII.PUBLISHE0 BYITPI INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, HI 537191. FOR SAFETY PRACTICES PRIOR TO Q(i0F PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOR CHORD SHALL HAVE PROPEPL'I ATTACHED (J7 TC D L DATE 0 1 / 0 4 / 0 2 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IIIG. "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Q / PRODUCTS, INC. SMALL NOT BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN: AN'; FAILURE TO BC DL DRW CAUSR795 02004021 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 3845 n g C L L CA -ENG / G W H A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/k) ASTM As 53 (W. R/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED Oft THIS Up.&30-2005 * * TOT. LD. SEON 27046 Alpine Engineered Sacramento, Products, Inc. CA 95828 DESIGN. POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) :HALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANr-E OF PPOFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AHO USEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I SEC. 2. 9 l [r11• T Or FROM P S SPACING See above e ,NSPECTip* 1 0-- :•. G el. GGGL4 GC' f ,IC( 'fC' C1J!GG(,GGf % 1 TIMBER PRODUCTS INSPECTION, INC. 1 d ba ( GENERAL TESTING AND INSPECTION AGENCY 1 f 105 SE 124TH AVENUE CVANCOUVER, WA 98684 } We are an inspection agency recognized by the International Conference 1 of Building Officials. Council of American Building Officials NER — QA275.1 i This is to verify that: 1 SPATES FABRICATORS, INC 1 ' 85-435. MIDDLETON STREET t: THERMAL, CA 92274 is under our Audited Quality Control Program and has been since: JUNE, 1990 1 We audit the production Quarter) under the Uniform Building Code P Y 9 l Section 2304.4.4. 1 s TONY LEWIN MANAGER OF WESTERN TRUSS DIVISIONJUM 1' / J SREPORT TM ER -5352 Reissued July 1, 2001 ICBG Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 . www.icboes.org Filing Category: DESIGN -Wood (038) WAVE" METAL CONNECTOR PLATE FOR WOOD TRUSSES 'ALPINE ENGINEERED PRODUCTS, INC. 1950 MARLEY DRIVE HAINES CITY, FLORIDA 33844 ' 1.0 SUBJECT WAVE- Metal Connector Plate for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The WAVE plate is a metal connector plate for wood trusses. The plates are manufactured from galvanized steel in various lengths and widths and have integral teeth that are designed to laterally transmit loads between truss wood members. Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. 2.2 Materials: The WAVE plate is manufactured from No. 20 gage (0.0356 inch (0.90 mm)] ASTM A 653-94 SQ, Grade 40, structural - quality steel with a hot -dipped galvanized coating designated G60. The WAVE plate has slots approximately 0.50 inch (12.7 mm) long by 0.12 inch (3.0 mm) wide that have been punched along the longitudinal axis of the plate. Each punched slot forms two opposite -facing, sharply pointed teeth protruding at right angles from the parent metal. The punched slots are spaced approximately 1/4 inch (6.4 mm) on center across the width of the plate and approximately 1 inch (25.4 mm) on cen- ter along the length of the plate, with adjacent longitudinal rows staggered 0.06 inch (1.5 mm). Connector plates are available in 1 -inch (25.4 mm) increments of width and length. Minimum plate width and length are 1 inch (25.4 mm) and 2 inches (51 mm), respectively. See Figure 5 for details of plate dimensions. There are 8 teeth per square inch (1.24 teeth per square centimeter) of plate surface. The length of each tooth, includ- ing the thickness of the parent metal, is approximately 0.41 inch (10.4 mm), and the width of each tooth is approximately 0. 12 inch (3.05 mm). The shank of each tooth is concave and the tip of each tooth is twisted approximately 40 degrees with respect to the plate width. 2.3 Allowable Loads: Tables 1, 2 and 3 show allowable lateral loads, tension loads and shear loads for the WAVE metal plate connectors. Also, refer to Figures 1, 2 and 3 for load conditions. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when requested by the building official. 2.3.1 Lateral Resistance: Each metal connector plate must be designed to transfer the required load without exceeding the allowable load per square inch of plate contact area, as determined by species, the orientation of the teeth relative to the load, and the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 of ANSI/TPI 1-1995. Table 1 shows allowable lateral loads for the metal connector plates. 2.3.2 Tension Resistance: Each metal connector plate must be designed for tension capacity, based on the orienta- tion of the metal connector plate relative to the direction of the load. Design for tension must be in accordance with Section 11.2.2 of ANSIlTPI 1-1995. Table 2 shows allowable tension loads (in units of pounds per lineal inch per pair of plates) for the metal connector plates, based on the net section of the metal connector plates for tension joints, which is the allow- able tensile stress of the metal multiplied by the metal con- nector plate tensile effectiveness ratio. 2.3.3 Shear Resistance: Each metal connector plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear must be in accordance with Section 11.2.3 of ANSI/TPI 1-1995. The net section of the metal connector plates for heel joints and otherjoints involving shear must be designed using the allowable shear values (shown in Table 3 in units of pounds perlineal inch per pair of plates) forthe metal connec- tor plates, which is the allowable shear stress of the metal multiplied by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 Metal Plate Reductions: Several allowable -load re- duction factors forthe metal plates must be considered cumu- latively, when applicable, in the design of metal connector plates used in fabricated wood trusses. The reduction factors to be considered cumulatively are as follows: 1. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by a strength reduction factor, OR, shown in Table 4, when the plates are installed in lumber with a single -pass, full -embedment roller sys- tem having minimum roller diameters equal to 18 inches (457 mm). This reduction does not apply to embedment hydraulic -platen presses, multiple roller presses that use partial embedment followed by full embedment rollers, or combinations of partial embedment roller/hydraulic-plat- en presses that feed trusses into a stationary finish roller. When trusses are fabricated with single -pass roller press- es, the calculations for the truss design. submitted to the building department for approval must specify the mini- mum diameter of the roller press and the appropriate . strength -reduction factor from this report. 2. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the WAVE metal connector plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. EREPORTS' „rt, ,rut to he i n,rstrtred as representing oesrhetirs fir ant, other uurtbutes not sprc liru!!,r oddresxed, nor urc Cher m he cunstrurd os an enr(ursrment o/'the soh/ert n/ rhe report ur a recommendation for its use. There is uu n'nn'rutn' In' (CBU Eru(uunun 5en'u c. ' I lnc., rcpress ur nnpltrd..14 to nrtr lindulr nr other mover tut this repurt. ur as to um product ruvrre1 hr rhe report. Copyngnt 2001 Page t of 5 vyc t - a 4. Allowable lateral resistance values for WAVE metal con- nector plates installed at the heel joint of a fabricated wood truss must be reduced by the heel -joint reduction factor, HR, as follows: HR = 0.85 - 0.05 (12 tang -2.0) where: 0.65 <_ HR <_ 0.85 B = angle between lines of action of the top and bottom chords shown in Figure 4. This heel -joint reduction factor does not apply to conditions with top chord slopes greater than 12:12. 2.3.5 Combined Shear and Tension: Each WAVE metal connector plate must be designed for combined shear and tension capacity, based on the orientation of the metal con- nector plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Sec- tion 11.2.4 of ANSUTPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Metal con- nector plates designed only for axial forces are permitted as splices in the top and bottom chord located within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates located at splices in the top and bot- tom chord not located within 12 inches (305 mm) of the calcu- lated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to the building offi- cial for the trusses using metal connector plates described in this report. The truss design must show compliance with the code and accepted engineering principles. Allowable loads for the metal connector plates may be increased for duration of load in accordance with Section 2335.5 of the code. Cal- culations need to specify the deflection ratio or the maximum deflection for live and total load. For each truss design draw- ing, the following information, at a minimum, should be speci- fied by the design engineer: 1. Truss slope or depth, span and spacing. 2. Dimensioned location of truss joints. 3. Model, size and dimensioned location of metal connector plates at each joint. 4. Truss chord and web lumber size, species and grade. 5. Required bearing widths at truss supports. 6. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earth- quake loads. 7. Design calculations conforming to ANSI/TPI 1-1995 and any adjustments to lumber -and -metal -connector -plate al- lowable values for conditions of use. 2.5 Truss Fabrication: - Plate connectors shall be installed by an approved truss fabri- cator who has an approved quality assurance program cover- ing the wood truss manufacturing and inspection process in accordance with Sections 2343.7 and 2343.8 of the code and Section 4 of ANSI/TPI 1-1995, National Design Standard for Metal Plate Connected Wood Truss Construction. The allow- able loads recognized in this report are for plates that are .pressed into wood truss members using hydraulic or pneu- A tK-SJbL matic embedment presses: multiple roller presses that use partial embedment followed by full embedment rollers; com- binations of partial embedment roller/hydraulic or pneumatic presses that feed trusses into a stationary finish roller press; or, if the adjustment factors given in Table 4 are used, single - pass roller presses. When truss fabricators use single -pass roller presses, the rollers must have minimum 18 -inch (457 mm) diameters. Plates embedded with a single -pass, full -embedment roller press must be preset before passing through the roller'press by striking at least two opposite corners of each plate with a hammer. 2.6 Identification: Each WAVE metal connector plate is embossed with the iden- tifying mark "WAVE" stamped into the parent metal. 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI ' 1-1995. 4.0 FINDINGS That the WAVE metal connector plate for wood trusses I complies with the 1997 Uniform Building Code", subject to the following conditions: 4.1 For the trusses using metal connector plates de- scribed in this report, plans and calculations must be submitted to the building official. 4.2 The metal connector plates are designed to trans- fer the required loads in accordance with the de- sign formulae in ANSI/TPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the metal connector plates must comply with this evaluation report. 4.4 Teeth of metal connector plates placed in knots, bark, pitch pockets, holes, and joint gaps are con- sidered Ineffective. 4.5 Metal connector plates are installed in pairs on op- posite faces of truss members connected by the plates. 4.6 Trusses using metal connector plates described in this report must be fabricated by a truss fabricator approved by the building official in accordance with Sections 2311.6 and 2343.8 of the code. 4.7 Allowable loads shown in the tables In this report may be increased for duration of load In accord- ance with Section 2335.5 of the code. 4.8 Application of the allowable loads (shown in the tables in this report) for metal connector plates em- bedded in lumber treated with fire -resistive chemi- cals is outside the scope of this report. 4.9 Where one-hourfire-resistive rating is required for trusses using WAVE connectors, see evaluation re- ports ER -1632 and ER -5640. This report is subject to re-examination in one year. TABLE 1—ALLOWABLE LATE RAL'RES) STANCE VALUES FOR THE WAVE" METAL CONNECTOR PLATE' OIRECTIOM OF GR li ANO LOAO WITH RESPECT TO LENGTH OF PLATE=' AA PLATE MODEL Species ! Saecif c Gravity AtawaDto AE EE Loop per ptga (pounps per square inch of plate contact areah METAL PLATE VALUES RATED BY GROSS AREA METHOD Douklas t:r j 0..9 206 ---- — JII__ 156 145 153 Hem -fir _-- 0-7j —._—L 164 109 iU6 124 Southernp:ne i ( 206 158 163 WAVE` Spruce -pine -!it i -- 0;: 139 170 109 106 fill )METAL PLATE VALUES RATED BY SEMI -NET AREA VtETH00' Douglas fir j 0.49 275 Hem -fir O. 195 I -` 153 a3 208 Southern pine 0 jj 134 i06 124 73 195 163 Spruce-ptnc•lir O,.t2 170 208 For Sl: I inch = 25.4 mm. I psi m 6.39 kPa. 170 106 118 'See Figure I for a description of plate orientation. 'The tabulated values are for a single plate. The values arc doubled for plates installed on both faces of a joint if area is calculated for a single plate. 3Mc1111 connector plates must be installed in pairs on opposite faces of truss members connected by plates. 'For metal plates rated by the semi -net area method. the end distance of ,7 inch, measured parallel to grain, must be excluded when deterTning the metal plate coverage for each member of a joint. See Figure 2 for examples ofjoints affected by the mandatory reduction of plate coverage. Load _ _ _ _ _ — Load AA Orientation AE Orientation Load Load I I I I I I 1 1 1 1 1 1 ( t t) I'I'(;I;L I'I:•I I I I I I I I I I I I I • s = ; EA Orientation FIGURE 1—PLATE ORIENTATIONS EE Orientation For S1: I inch 25.4 mm. FIGURE 2—END DISTANCE REDUCTION REQUIREMENTS FOR SEMI -NET AREA METHOD TARL E 7—Al 111WAR1 F TC/JQ lnu vAt "CC A un reuelnu errw r. .+.... --- – •------ --- •–•--• - - .. ... crrrbrGn♦,IF rar,llWO rUK IME WAVE- METAL CONNECTOR PLATE' DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE I - 0• 00' 0' 90' Atiowable Tanalon Load PLATE MODEL 1pounde per Ilnaar Inch per pair of plateal Tenafon Load ENiciency natio WAVE" i S94 _ 549 U 5I? 0186 r SL• I nu o A90 Lp. 'See Figure 3 for a description of plztc crient3:mn, -'The length of plate refers to the dimension of :he lor.-Lmudinal axis of the area ol'the plate from which the plate teeth were sheared Jtn:ne plate fabrication Loa Length d Load F Width 4 IIIIIIIIIIII .;t C IIIIIIIIIII'1 -' III111111111 . I Load ,a) 0' Plate Orientation (b) 90' Plate Orientation FIGURE 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION TA13LE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE' METAL CONNECTOR PLATE OIRECTION OF LOBO WITH RESPECT TO LENGTH OF PLATE DIRECTION OF LOAD WITH RESPECT TC :.ENCTH OF PLATE PLATE 0' 130' -7--7 90'I ` 120' 1 1501 0' s0' 00' 90' I 720' I 150' MODEL Allowable Shear Lcad bounds per Imear Ineh par pair of plain) - Shap Load Efficiency Ratio WAVE' 656 1 S61 I a6n _ 1 567 1 5]9 1 .56 OS63 0.7:9 O.y1' ? c,- T p=1q For S1: I psi = 6.59 LP., 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 rage 5 of 5 ER -5352 TABLE 4—ALLOWABL.E LATERAL LOAD ADJUSTMENT FACTOR, QR, FOR THE WAVE- METAL CONNECTOR PLATE INSTALLED WITH MINIMUM 18 -INCH -DIAMETER SINGLE -PASS ROLLER PRESSES LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE PLATE MODEL SPECIFIC GRAVITY1 AA fit AE EE WAVE " 0.49 0.815 0.885 0.815 0.885 0.50 0.870 0.905 0.870 0.905 'The QR value for the lumber species specific gravity of 0.49 applies to all wood species combinations with average published specific gravity of 0.49 or lower. and the QR value for the lumber species specific gravity of 0.50 applies to all lumber species combinations with average published specific gravity of 0.50 or higher. 0 FIGURE 4—HEEL JOINTS TO WHICH THE REDUCTION FACTOR, HR, APPLIES 3/0 in Plate Length Plate Width 0.25 in (6.75 nn) o.c. between slots 0 0.12 in (3.05 nn) II \ SIOt width il' 0.056 in (nininun) 1 in <25. nn) O.c. II 0.5 in (12.7 nn) between slots uffset between slut length adjacent Slots 0.06 in (1.52 nn) PLATE AVAILABLE IN INCREMENTS OF I IN (25.4 r -Ire), For Si: I inch = 25.4 mm. FIGURE 5—WAVE PLATE- DIMENSIONS