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RPL (06-3954)52711 Avenida Martinez 06-3954 003651 P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4'lvl 4 4 Q" Application Number: 06-00003954 Property Address: 52711 AVENIDA MARTINEZ APN: 773-301-023-10 -000000- Application description: POOL - RESIDENTIAL Property Zoning: COVE RESIDENTIAL Application valuation: 15000 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT ---------- - --------------------------------------- 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. License Class: ---------- License No.: C53 Date: Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property.who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I _ I I am exempt under Sec. , B.&P.C. for this reason Date: , ( la Owner: `S CONSTRUCTION LENDING AGENCY I 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.). Lender's Name: Lender's Address: LQPERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/13/06 Owner: JAIME PEREZ 52711 AVENIDA MARTINEZ LA QUINTA_ CA 92253 (760)564-5464 p O 2006 Contractor: GO GO GUNITE, INC. P.O. BOX 960 pP LQU N7A THOUSAND PALMS, CA 9227 GO ON : rLAE DEpT. WCC: STATE FUND Lic. No.: C53 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 0460010618 O1/O1/OlYolicy Number 781931 _ I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labo ode, I` all forthwit mpl ith those provisions. Date: Applicant: WARNING: FAILURE TO SECU WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO C MINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADD ION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject. permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. A ' Date: tk-13-bG Signature (Applicant or Agent):JIA Application Number . . . . . 06-00003954 Permit . . . BLDG POOL PERMIT Additional desc . Permit Fee 162.00 Plan Check Fee 105.30 Issue Date . . . Valuation . . . . 15000 Expiration Date 5/12/07 Qty Unit Charge Per Extension BASE FEE 45.00 13.00 9.0000 ----------------------------------------------------- THOU BLDG 2,001-25,000 ---------------- 117.00 Permit . . . MECH POOL Additional desc . Permit Fee . . ... 26.00 Plan Check Fee 6.50: Issue Date Valuation . . . . 0 Expiration Date 5/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 11.0000 -------------------------------------------------------------- EA MECH FURNACE >100K 11.00 ------------- Permit . . . ELEC POOL PERMIT -RES Additional desc . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . Valuation . . . . 0 Expiration Date 5/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 --------------------------- EA ELEC PRIVATE SWIMMING POOL -------------------------------------------------- 30.00 Permit . . . PLUMBING Additional.desc . Permit Fee 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 5/12/07 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 6.0000 EA PLB FIXTURE 12.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 ---------------------------------------------------------------------------- Special Notes and Comments POOL/SPA ALARMS/BARRIERS SHALL BE IN LQPERMIT Application Number . . . . . 06-00003954 Special Notes and Comments PLACE AT PRE -PLASTER INSPECTION. EQUIPMENT ENCLOSURE NOT INCLUDED. Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 266.00 .00 .00 266.00 Plan Check Total 131.30 .00 .00 131.30 Grand Total 397.30 .00 .00 397.30 LQPERMIT Bin # -City of La Quinta Building u Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit if Project Address: l Mg. . r A. P. Number: Legal Description: ^:, Owner's Name: E Address:5,9,7 1. t City, ST, Zip: C;, QV%;,A--C, CAO c1v o2S 3 Contractor: Nome Address: EP l E \Telephone: 3 Project Description: pD L 1,52A .City, ST, Zip: Lc, ` V►'r t , . Gly C) Telephone: ?,(-p Seo Li S (o . City Lie. #: State Lie. # : Arch., Engr., Designer: Address: U F_ City,. -ST, Zip: , U (/j rol-f 1-5 Telephone• G6 60 State Lie. #: Construction Type: Occupancy: P cY: Project type (circle one) Ne Add'n Alter 'Repair Demo Name of Contact Person: Sq: FL: # Stories: # Units: ` Telephone # of Contact Person: e O -( ` Estiinated Value of Project: . • j fl O APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd _ Reed TRACKING . PERMIT FEES Plan Sets Plan Check submitted It,, Amount Structural Calcs. Reviewed,,ready for corrections Plan Check Deposit Truss Calcs. Called Contaet Person Plan Check Balance Energy .Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading,plan 2id Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted . Grading IN HOUSE:- '''Review, ready for correctionslissue Developer Impact Fee.. ; Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees . // ,, CITY OF LA QUINTA SUB-CONTR TORc-IST `' d' I ( ) PERMIT NUMBER OWNER a(We2 C e-Z BUILDERflDnIfflas"60 - JOB ADDRESS- This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons appearing on this list .or their employees re authorized owork on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will _result in a stoppage of work and/or the voidance i r ._____ _ r'_.. ___L _ ..1:.._L.1.. ♦...A X11 iii^. +*.- inn„nctari halnie/ milet ha rmmplPtpd hV annlirant- "On File" is not an acceptabie response. of Wilding pennil. r o eacil dlJl im ou,c uauu, an nnv,,,,ua,v,,- :::.: ::..:. ;.:. ,7.7 Contractor "State Contractor s Li Workers Compensatio Insurance ` "= °' :. it . Biisine s License>:.. C y Trade Classd cat on Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK IC -12) CONCRETE (C-8) ,rn n ' \.c -.s 3 ' ZS 3 1v 3-a O 6 T oY,r\ ' 0 1,C,, c FRAMING STRUC7.:STEEL (C-511 Orn`. 11 \, Y C S 30 1 f1 o 2'10035 LjH f O ,o 1-0 aaS L MASONRY -(C-29) ` app, dvJ ( \ PLUMBING (C -36f LATH: PLASTER 1035) rr,-L O-L)-'( rn"n O 0 /1 rc Ci 7 J 1 30VI o -i 'l di\V J 2ac1xD351-l"Uo\, OL► 1 3 1 DRYWALL (C-9) , ::..: HVAC. IC 201`...: ELECTRICAL. (C-10) : ,.:. OYY\R O Arvur N & ROOFING.*(C=39):;: .::.` :`: SHEET METAL (C=431 FLOORING 1C=:15); `; •'`' ` GLAZING (C-17)` INSULATION (C-2) SEWAGE D1sP (G-42) . PAINTING (C=33) :. CERAMIC TILE (C-54) CABINETS (C-6) FENCING (C-13) LANDSCAPING (C27). ':: POOL (C-531 nl i — — v r C" 5 1 '3\' V —(, — Uh t, 10t-j DO \ 0 1 n U C] O 1\ ( 0.5-c D' C„• 1/= rj 1P,/pool -j-S`ly'} ipA \`6 R Std 1 RE-INSPECTION FEE OF $30 ? — 5`''' A L{P :-- WILL BE CHARGED 1F THE APPROVED SPA) SPLANS AND JOB CARD ARE NOT C N - 5 ion-1 R kvr✓ 13 THE SITE FOR A SCHEDULED tiu 20' INSPECTION. v eyv--,4 NO EXCEPTIONS! CITY OF LA OUINTA C . BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION' jgl,f 0 '.J S 0 1 • -. ' ' \Y ILS P.O. BOX 1504 A'O.003651 IYYY„ Building78-105 CALLE ESTADO Address f2-711 Martinez. LA QUINTA, CALIFORNIA 92253 Owner _. - Coachella galley Lando. BUILDING:' TYPECONSTt O.CC:-GRP. Mailing Address City Contractor Address Tahcm.l tz Was #2 A.P. Number 773-301-023 Zip Tel. _ - -92262., -322—i020 Legal Description Project Description AI»orl! e raynilv i±11A.1ncx 11:'71 !3 }' T't 1FR!' • 5r )!! City _ --- Zip Tel. t 4, State Lic. City. & Classif. 387934 Lic. # $95. _ Sq. Ft, 141() No. No. Dw. . .. . Size Stories' Units Arch., Engr:; Designer New ❑ Add ❑ Alter Or Repair ❑ Demolition ❑ Address Tel. 1704 of 61 wood fence HARD COPY '_ ,,,, : t a°•ra rnres _ City JZip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with' Section' 70 OO) of Division 3 of,the Business and Professions Code, and.my.license is in full force ander" ----- - - _ +. effect. _SIGNATURE DATE ` Y .. _ . OWNER -BUILDER DECLARATION .. Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following $76,441 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 - • w• requires the applicant.for such permit to file a signed statement that he is licensed pursuant to PERMIT - AMOUNT theprovision s of the Contractor's license Law, Chapter 9 (commencing with • Section 7000) of ,( Diviston 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 - - Plan Chk.'Dep..f" •', {„{ ' a permit subjects the applicant to a civil penalty of not'more than five hundred dollars ($500). Chk. Bal. ❑ I, as'owner of theKlan properly, or my employees with wages as their sole compensation, will. •="y _ do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and . Cvonst. A s1 Professions Code: The Contractor's License Law does not apply to an owner of property who. 364..DO - builds or improves thereon and who does such work himself or through his own employees, Mech. - f provided that such . improvements are not intended or offered for sale. If, however, the building . .:111 .. or improvement is sold within one year of completion, the -owner -builder will have the burden Electrical - kQx of proving that, he did not build or improve for the purpose of sale.) _ >f ❑ I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing 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 S•M.l, . - - - • such projects with a contractors) licensed pursuant to the Contractor's License Law.) - • Grading .• ❑ I am exempt. under Sec. B. 8 P.C. for this reason _ Driveway Enc. 2A _ 0f) Date owner Infrastructure WORKERS' COMPENSATION DECLARATION hereby affirm that I•have a certificate of cphS.eCr74 o self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy;thereof'(Sec. 3800; Labor Code.) Policy No. company_ - v ❑ Copy is filed with the city. O Certifie •copy is hereby furnished. TOTAL C f>< i 3 4 ; • . CERTIFICATE OF EXEMPTION FROM REMARKS V f _ - WORKERS%COMPENSATION INSURANCE. _ (This section need not be completed if the permit is for one hundred dollars ($100) valuation - - or less.) I certify that in the performance of thg work for which this permit is issued, I shall not =.JF'.78+`'• t'''•'ri7f(f X41 .L J - employ any person in any manner so as to become subject to the Workers" Compensation Laws of California. Date Owner NOTICE TO APPLICANT. If, after making this Certificate of Exemption you should become ZONE: BY: - - subject to the Workers' Compensation provisions of the Labor Code; you must forthwith comply with such provisions or this permit shall be deemed revoked. - Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY - Side Street Setback from Center Line I hereby affirm that there'is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) - Side Setback from Property Line Lender's Name Lender's Address FINAL.DATE INSPECTOR . 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 this «1l e- eQ / read application and state that the above information is correct. Issued by:, Date I %Permlt agree to comply with all city and county ordinances and state laws relating to building construction, and. hereby' authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Validated by: Signature of applicant Date Mailing Address Validation: City, State, Zip HARD COPY CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. POR. SO. FT. ® GAR. SO. FT. ® CAR P. SO. FT. WALL SO. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED AS (ROUGH) LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR ® 3/ac HOUSE SEWER FINAL INSP. 791 ROOFING IV VENTILATION GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE IPL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMB UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE /Z:,/ D ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. 36,,, 4i ? !/ J AS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING Cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. - / FRAMINGS CX/YJ UUw FINAL INSP. 791 ROOFING IV VENTILATION REMARKS: FIRE ZONE ROOFING . FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATIONISOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS. GARDEN WALL FINAL C RECORDING REQUESTED -by Esrro No. 207794 Title Order No. 78752A L-1 SPACE ABOVE THIS LINE FOR RECORDER'S USE Documentary transfer tax = ...............8.80 ® Computed on full value of property conveyed, or ❑ Computed on full Value less liens 8 encumbrances remaining thereon at time of sale. ............................................................................................ Signature of derlarant or agent determining tar; • firm name ❑ Vninrorporated area City of .................................. Grant Deed THIS FORM FURNISHED BY STEWART TITLE COMPANY OF RIVERSIDE COUNTY FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, STEVEN SPANO, a single man hereby GRANT(S) to COACHELLA VALLEY LAND COMPANY, a California Limited Partnership the following described real property in the county of RIVERSIDE , state of California: Lot 10 in Block 144 of Santa Carmelita at Vale 'La 9uinta, as per Map recorded ip in Book 18, Page 92 of Maps, in the Office of the County Recorder of Riverside County. cEf nFIED TO SE ' OA TRUE AND, rR CT CCFy OF THE ORIGINAL SILv.KT TITLE COMPANY --;kccx T Y Februar 21988 Dated >, TEVEN SPANO (Individual) STATE OF CALIFORNIA SS. COUNTY 01! On , K,, J U/ before me, the undersrgnea, a Notary riblic in and for said State, personauy appeared -iteven Spano (known to me) or (proved to me on the basis of satisfactory evidence) to be the person whose name is subscnbed to the within instrument and acknowledged that hp executed the same. FOR NOTARY SEAL OR STAMP WITNESS my hand and official 0l=FlC1AL SEAL C.S. HAGERMAN _ Signature r K(C 0 NOTARYPUBLIC •CALIFORNIA € LOS ANGELES COUNTY ehannm rom AUG. 14, 1990 Name (Typed or Printed) FORM 72.13 MAIL TAX STATEMENTS AS DIRECTED ABOVE AND WHEN RECORDED MAIL TO r NAM[ Coachella Valley Land Co. ADDREss 247 E. Tahquitz Way, Suite 2 ' Palm Springs, CA 92262 CITT a STAT" L J MAIL TAI STATEMIN" TO NAME ame as above ADDRE9• CITY S STAT[ L Esrro No. 207794 Title Order No. 78752A L-1 SPACE ABOVE THIS LINE FOR RECORDER'S USE Documentary transfer tax = ...............8.80 ® Computed on full value of property conveyed, or ❑ Computed on full Value less liens 8 encumbrances remaining thereon at time of sale. ............................................................................................ Signature of derlarant or agent determining tar; • firm name ❑ Vninrorporated area City of .................................. Grant Deed THIS FORM FURNISHED BY STEWART TITLE COMPANY OF RIVERSIDE COUNTY FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, STEVEN SPANO, a single man hereby GRANT(S) to COACHELLA VALLEY LAND COMPANY, a California Limited Partnership the following described real property in the county of RIVERSIDE , state of California: Lot 10 in Block 144 of Santa Carmelita at Vale 'La 9uinta, as per Map recorded ip in Book 18, Page 92 of Maps, in the Office of the County Recorder of Riverside County. cEf nFIED TO SE ' OA TRUE AND, rR CT CCFy OF THE ORIGINAL SILv.KT TITLE COMPANY --;kccx T Y Februar 21988 Dated >, TEVEN SPANO (Individual) STATE OF CALIFORNIA SS. COUNTY 01! On , K,, J U/ before me, the undersrgnea, a Notary riblic in and for said State, personauy appeared -iteven Spano (known to me) or (proved to me on the basis of satisfactory evidence) to be the person whose name is subscnbed to the within instrument and acknowledged that hp executed the same. FOR NOTARY SEAL OR STAMP WITNESS my hand and official 0l=FlC1AL SEAL C.S. HAGERMAN _ Signature r K(C 0 NOTARYPUBLIC •CALIFORNIA € LOS ANGELES COUNTY ehannm rom AUG. 14, 1990 Name (Typed or Printed) FORM 72.13 MAIL TAX STATEMENTS AS DIRECTED ABOVE co Z O H U LU U) cA Y Q W N Z O F_ U W U) COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of S40 is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner. Agent. Contractor. Etc) Mailing Address Cay Slate Zip Code ' yy Telephone 'Job Property Address y ,9s -. `C ty_ Community 'Legal Description of Properly (Lot. PM. TR) / j .y 6 ,/' ge -Assessor's Parcel No water Agency pr Well C r ; . -' , „ P, Use of Permit w - ' " i -' PlanrUng Case N Loll Size J iy- Jot— ,. SFO. MH Site Preparation Etc Signature bf Applicant Dale -The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial Date Certification of Existing S.D. System required. ❑ Yes J'NO WOCB Clearance required. ❑ Yes 0 "No= - r Soils feasibility report required. ❑ Yes 0 No a t Special feasibility boring report required. E] Yes ®„No Detailed contour plot plans required. ❑ Yes 1j No Staff Specialist approval required. ❑ Yes ❑'No Lot Inspection Date Soils/boring report bye_ Project # Date A Soils Map Page__ Soil Type Approved by '' " Date" Type of System: ;r. No. of Bedrooms (1) Septic Tank Soil Rate Required ❑ Existing ❑ New ❑ Additional ❑ Replacement % 12 Gals. (2) Leach line sq. ft. Sidewall allowance Install Line(s)—Ft. Long, Leach bed Sq. (Bottom trench area) ft. rock/ Sq. Ft.Ft. wide with,min. inches Ft. of bottom_ per running ft. E9 N/A rock below drain lines area Leach lines/bed-special design for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth A licable . _" ❑ _!V ❑ 6' / n (r Max. allowable depth , - N A __ Overburden factor Al This application is approvedlc aniecl4or the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section above. A building permit is necessary for the installation of the above -designed system. " "e", 1669 Septic tank and sewer lines must be 50' from any wells (2) Leach lines must be 100' min. from any wells including expansion area- ,(3).iSeepage pits must be 150' min. from any wells including -expansion area _ F] / Signature of Health Official ? r _ _ Da1e.,,r RECEIPT NO. District: ❑ Riverside ❑' Indio Distribution: WHITE—Office file DOH SAN 122 (Rev 8/87) Issued by— Date ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File Of O v V P-Jql. Mgr9` sq. 01 FIf- E OF AGRICULI URAL_ COMMISSIONER AND WEIGH -I'S b.. MEASURES 49-613 Ilwy 86, Suite B-12 Coacltel.la, CA 92236 619-342-.8.291 E. LEON SPAUGY CO t RS il0'.ER JAMES O WALLACE CLEMENT BE`VENISTE SEALER DATE 2 - - 8 CASE NO. g R.5 O 7- DEVELOPER'S N11ME:^ ." •. / - ADDRESS: 2V-7 £ - I%y -* 2 TELEPIIONE: ( 6/ Dear Developer: 2 2- /020 61 After reviewing your landscaping plans, all plant material listed is not in violation of quarantine. laws governing the Coachella Valley., if substitutions do occur and they differ frau plant Tlkaterial listed, this office must be notified iinnediately. Thank you for protecting and preserving tiie Coachella Valley's pest -free enviroiiillent. a614)J Qk-. Agricult al Camiis 'oner's Office cc: Indio and Riverside Office MADLIN'S ENTERPRISES, ENERGY BUDGET & MANAGEMENT CONSULTANTS P. 0. BOX 1443 - PALM SPRINGS, CA 92263 (619) 324-1731. PROJECT: SINGLE FAMILY RES. PLAN A PREPARED FOR: BAY SANDS CONSTRUCTION CO. JOB NUMBER: 10685 DATE r 06/30/86 ------------------------------------------------------------ THE FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS. WALL INSULATION - FRAME R=11 BATTS WITH 1'' POWERWALL BOARD ROOF / CEILING INSULATLON ............... R=38 RAISED FLOOR OVER UNCOND.. SPACE NA SLAB INSULATION NONE REO. GLAZING U VALUE .-65 DUAL PANE GLAZING SHADE COEFFICIENT 1.0 CLEAR* GLAZING TREATMENT - SUNSCREENS NOT REQUIRED GLAZING TREATMENT - OVERHANGS AS SHOWN ON PLAN SKYLIGHTS NONE VENTED ATTIC (100% OF AREA) REQUIRED CONTINUOUS INFILTRATION BARRIER .......... NOT REQUIRED VAPOR BARRIER ............................ NOT REQUIRED ELECTRICAL PLATE GASKETS REQUIRED HVAC EQUIPMENT EFFICIENCY 8.7 seer COOLING (HEAT PUMP) AIR TO AIR HEAT EXCHANGER NOT REQUIRED THERMOSTAT SETBACK REQUIRED THERMALMASS .............................. REQUIRED - SEE SCHEDULE DOMESTIC HOT WATER...............,........ HEAT PUMP ADDITIONAL NOTES ---------------- ---------------- CREDIT TAKEN FOR INTERIOR DRAPES - NOT REQUIRED TO BE INSTALLED PRIOR TO FINAL INSPECTION. * GLAZING CONSIDERED TO BE CLEAR IN CALCULATIONS. OWNER MAY INSTALL. AT HIS OPTION,. BRONZE OR GREY TINTED GLAZING WITHOUT ADDITIONAL CALCULATIONS. 5 ^ BUIL'DING DESIGN AND EQUIPMENT SUMMARY Page 1 of 3' FORM. BAY SANDS CONSTRUCTION - JOB NO. 10685 ________________________: PLAN A - ENTRY To EAST -LA QUINTA SINGLE FAMILY RESIDENCE - SINGLE STORY- i---------------------- _________________HEAT HEATPUMP WATER HEATER - REVISED CALCS (plan check/permit #) CLIMATE ZONE 15 ' (checked by) ' Building Type: Single Family '----------------------' Documentation Author (Serial # DEMO): (date) ' MADL'IN'S ENTERPRISES P.O. BOX .1443 - PALM SPRINGS, CA 92263 i______________________ ' 619-324-1731. Enforcement Agency Use Compliance Method: POINT SYSTEM --------------------------------------------------------------------------- Date: JUNE 30 1986 BUILDING ENVELOPE DESIGN Total Conditioned Floor Area: 1397 sgft Insulation R -Value ------- Area POINTS ------------ ------ . SLAB PERIMETER Type 1: R- 0.01 16", 221 ft 1397.0 sgft Type 2: -4 RAISED FLOOR Type 1: . Type 2: Over Open: CEILING Type 1.: R- 38.0 1397.0 sgft f Type 2: +4. ' Attic: 100 WALL Type 1: R- 16.5 (assembly) 1591.0 sgft Type 2: +0 Glazing U -Value %. Area WEST Type 1: 0.65 4.2 58.0 sgft -2 Ty pe. 2: NORTHType 1.: 0'. 65 7.3 102.0 sg f t -6 Type 2: EAST Type 1: 0..65 2.3- 32.0 sgft +2 Type 2• SOUTH Type is 0.65 1.3 18..0 sgft +2 Type SKYLIGHT Type 1:' +0 Type '2: BUILDING DESIGN AND EQUIPMENT SUMMARY BAY SANDS CONSTRUCTION - JOB No. 10685 PLAN A - ENTRY TO EAST LA QUINTA ---------------------------------------- Shading. S. C. WEST Type 1:: 0.66 4.•2.. Type 2: NORTH Type 1:. 0'.66 7..3 Type 2: EAST Type 1: 0'.66 2..3. Type 2: SOUTH Type 1: 0.71 1.3 Type. '2: SKYLIGHT Type 1: - Type 2: SOUTH OVERHANG:. 2.00 ft -South Glazing = 1.3 MOVABLE INSULATION:, None INFIL. CONTROL: MEDIUM: Standard Infiltration Control Features with Outlet Plate Gaskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area : +0 -3 +0 +0 +0 +.BUILDING DESIGN AND EO:2UIPMENT SUMMARY Page 3 of 3 BAY SANDS CONSTRUCTION JOE NO. 10685 PLAN A ENTRY TO EAST - LA QUINTA Climate Zone 15 -----------------------------------------------------------------=---------.. HEATING, VENTILATING & AIR CONDITIoNING.SYSTEM POINTS Space Heating and Cooling: HEAT PUMP Floor Area= 1397 sgft Brand & Model No: _________________________________ Heating Output (Btu/hr). ____________ ___________ Cool.ing.Output (Btu/hr-): _________________________ Domestic Hot Water System: HEAT PUMP Brand & Model. No: ________________ Tank Size (gallons): _____________ ---------- EER 8.7 1 1 TOTAL. POINT SCORE POINT COMPLIANCE GOAL (see calculation.w6rksheet) +7 8- -- -5435 MIDDLETON A. .._ THERMAL, CALIF. 92274 (714) 68; ` ;' z' RbY= G.,'; PALMER 1_u 'onsu1ting Engineer. S8S Iowa Avenue, Riverside, Calif,.9250' Z-9025 Date 2'-•26.- 79 ''• 1'`• y= '. CALCULATIONS J . N . SHEET l OF 111ZAXI Jh LL N N OIgoe ILL iL .41V ,Z ao 72Ul IT W — tsl p C vn N Q 73 r ? rE_: - •t ).. j..y :F.*.. fir. 44, 1 3X4 124' 7- HBQUT 6X4 124' 7"1 1X4 24' 7" 1.5X3 1244 701 3X6 24' 7" 5x6 24' 7" `Vr LA s s WEBS 2X4 13 Hr, rL, OR BO.P--UNLESS 8E8.DRWO• A138 POR PLATS LOCATION AND ORIENTATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WTTUTU AN AO 0>f11P.f_ I II—DATU*. zg:jq.00 4 EO. TC PANELS 2 EO. Be PANELS MEASURED [ROM INSIDE SCARPS 2X5 2X1 28.18" MIN BRG SPAN 3.580 24' 7' •• - BOTTOM CHORD CHECKED FOR 211 % " MAX -18 PSI? PLRTE TYPE --ALPINE LIVE LOAD e■IIIPORTRNTx• O°"S ntsE CKCIFIrm10N5 FOR it"yo RY0 TRUSSES 1¢OUIRE EirREME crVE IN ItTt1 1.ING 11 -PINE cowitiC10NG n1E ronouEO wo llr URRNING ENECTION RID eRRCIN6. SEE 9YT )6l IR"G UUILI IN MWORMCE YITII-WIILIIY COH/ROL nf"n.. &V sip,1041CIM; Ynuo IRL4s i6+ cOmNum Ilia RfCOMfM/IIIONS- IlrltE 9EY1. OE NO UIIIUIRNI113 OF 11119 OESICN EXPYES9 OM IMl If O. •IPI). SCE NIIS OCSICM FOR IrYillit 71L SPCCIRL Uf91CING (tell*roWKC11Mt9 "M 1 AfACIt"11 FR011 20 bit" CM10111EU SIEEI RCOUIRfftTYIs. tALCSS 011[71YISE REO -U• up cloto 9x111 IMESS 011l'RYI`E :ADN 1r"'NG A61111RE1ti111S IF HSI11 Mt6 1 bVX R. UE , kllll'Nn15 09=0 91111 PROPCRI Y H1110110 PLYWOOD Well Lu"CIMS TO iAIll FfCL'6 01 [RCII JoINI nW loCI1fE nS SIOYY. SitiH1111Nf.. 60fT011 UURO 91111 RIGID CEILING ON BRACING b1140lG YIOIIL. RNE y' ►l2111C IMk'SS Nj OFYIGE AK". DiTmu RT rMIMM OF 10 Flit 0. C. 00 NOT USE 11116 IXSIGN SIItk101W108'[01111IIM 91111 8!'14 IfJ181C PR11Y19fOM9 OF .kM•7f IVA .IPI•IB 91111 fIRC 81119 ml 11tERIro IUnrofR. •-•IPI - 1RU54 Pllllf Iw"ll111E. &OS - kofloRL OESICN S1'CCifIC111ICU FOR 11000 MUSIRUC110N - r r 4^ Ib. 15677 in R.. 0 00 0 0 / o C 0 0 0 0 0 0 0 0 0 0 o 9TFiNMRO o o d o/ o 0 0 C= 1 Eo 0 0 0 o TRUSS === ALPINE ENGINEERED PROOMT61INC. P.O. BOX 2225 PDWRNO BEACHkfLORIDA 33061 z 305-761-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 Par TC DEAD LOAD. - 14.8 Par •• Be DEAD LOAD - 5.8 Par TOTAL - 15.B Par DUR. rACTOR 1.25 SPACING 24.8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 Be 24887-2.811 24' 7" 24' 7" 225or-1.9s 24' 7- 24' 1" M 2148[-1.111 24' 7" 24t 7 R 195BP-1.7E 24' 1" 24' 7" R 1t88r-1.63 24'. 1" 24' 1" 1658r-1.59 24' 7- 21' 8- 1458r -1.1E 24' 7- 21' 9" &I MC -111 24' 1" 24' 70 V I1 24' 7" 24' 7" I 02 AC -15 24' 1" 22' 9 $ r2 24' 7- 21. 11" LORDING SPACING 35.0/1.25 24.0" 2X4/2X4 PITCH. VUBS OU 4.0/12 SPANS TO 24' 7' COPYRIGHT 1901 4680442 1/12/il A450,122 rrrr r_ ■ ■ ■ a ■ SINGLE DOUBLE 8'1P 4 27' 57 24'10-P BOTTOM CIDROB My BE REINFORCED VITN t>U q0" 0-P 40' '07 110 ' 07 40' 07 10 PwvinE AODITIoult LORD Cfi wITr R9 GIROU LENGn 22' 77 SHOWN IN TFBLE AT NIGHT. S:iM11 MUST BE 40' '07 90' 07 OF WE SIZE RNO GRAOE AS BOTTOM C11F1R0•'• :••' 16, 0' 3P Sw sH LL BE RTTIICIED IN TIE OW TO 111' 0' 110. 0P GIROER UBINO TIE OLTIPLE'IEIEER M r 8'-1'P !0' 1B' 17 AFTFUR£Nr SCIETXLJE BELOII THE SPAN TRB1:E1 l5 0: 40'-07 EUU IF UPLICE IB RIRM IN sm, IT. IB 18' 0' 15' 07 13' 57 PNEF[7UTJLE TO LOCATE SPLICE 4' OIG BORE 1 311' SIP 32' '6"P 38' 2'P 35' 3'P FRO" BOTTOM PRIM SPLICE. CONNECTOR 20' 0' 12' 17 PLATES )TRE REOu1RE0:ON BOTH FFICES OF 22* p 32' 57 SFS AT SPLICE MMD SI _ BE R 7W* - 10' 107 ou —23"'0' 28•' '57 28' 87 28' .8 20 V 219 N ONE DLMK 2110. 0' 28'10'P P 2X0 X 2jIB • ONE BLOCK 25'• 0- GIN R 2XM • WE BLOM V 2118 • TWO BLOCKS; 28. D- 2511"p T 20 Z 21111 • TWO BLOCKS• 27" 0' o'l0'P • 20'10 P 2g• 0. 5' BIN LETTERS AFTER TRUBG WM OEFDE : 18,107 107 BEFIRING FIND BLOCK REOUIREIEM 0- 29. 0. 4-10-M 117N IEE OITFNFING 8117 FOR BLOCK NAILING 31-13" i18' 15' DIN N FM ODER GIRDER MTR. ---- ---• ---- 3' 13' BIN 13"'e'lA 0' •--- FIG UT 39' 0 12' 2'N 12". 2'N ____ -_-• 6x10 rt Ln 10'10'N f.,.— 5x6 W/SPL ---- rrrr r_ ■ ■ ■ a ■ SINGLE DOUBLE 8'1P 4 27' 57 24'10-P 271 S' 2111 l0'P q0" 0-P 40' '07 110 ' 07 40' 07 110` 0'P 40' 0'P 2' 117 22' 77 22P 77 40' '07 90' 07 KO' !0"P B' 3P 3P 1013"P 40' 'a. 110. 0P 40. 0'P 8'-1'P !0' 1B' 17 1St' 77 37''57 40'-07 90' 07 5' 0'P 3' 6" 15' 07 13' 57 15t 0'P 13r SIP 311' SIP 32' '6"P 38' 2'P 35' 3'P 38'.2-P 3S* VP 2' l7 12' 17 12r 17 30"5"P 32' 57 32' 'S7 0' 10"P 10' 107 1OP107 28•' '57 28' 87 28' .8 B' 7'N B' 1'N Dt!'7'N 28'10'P 27' 3"P 27" 3P 8' B'NN GIN B!' 0'NN 2511"1" 25• l7 2511"p 5' 7"N re' 6' 7"N 5f' 7'N o'l0'P 20'l0P 20'10 P 8'NNN 5' BIN 51: BIN 18,107 107 18' 10-P 1S{{' {• 11"N 4-10-M 117N 3i 11'!NI 15"4 N i18' 15' DIN N 1q"INI ---- ---• ---- 13' 8'N 13' BIN 13"'e'lA ---- •--- ---- 12' 2'N 12' 2'N 12". 2'N ____ -_-• ---- 10'10'N 10'10'N 10"10'N ---- ---- ---- a, BIN B' B"N a" BIN N TRIPLE ' 0 90' 0"N OP 40' 0'N ' GIN q0' 0'N ' OP q0' 0"N ' 0' 40' 0'N ' 0'N 40' 0'N I. 0-N 40' 0"N ' 0'P 40' 07 ' 0'P 40' 07 'DP4O'OP ' 0"P q0' 07 °aP 4241013 '10'P 35'!0'P ' 87 32' 87 ' 0'P 30' 07 ' 2"P 27. 27 ' BIN 211"B'N ' 3"N 22' 3'N ' 0'11 20' 0'N a 2 M7 . DINnote 0'N 0111DIN n i xnuar A lr s ME D'N e 0'N p -7p -ALPINE ENGINEERED PRODUCTS#INC. P.O. BOX 2225 e'P ' POMPRNO BEACHIFILORTOR 33081 U_7p .1► 305-781-3333 p DESIGN CRITERIA UBC IDP TCILIVE LOAD - 1s./ Par 107 TC'DEAO LOAD - 14.1 Par BC DEAD LOAD - 5.8 PBr alp TOTAL - 3 s . t Par 2-P i DUR. TACTOR 1.21 Q --N NI U11- LIVE LD REDi USED !UBC 1 FIR—LARCH TOP CHORD 2X 4 • AM 1 BOT CHORD • 2X Y AM 1 WEBB 2X 4 #2 LORDING '35.0/1.25• 2X4/M PITCH 11111(TS PR 11.0/12 SPANS- T0. 34' 00' COPYRIGHT 1981 1. 4098481 4/20/81 DRAW& A498.114 .`•••••.ten•• 1% •'I.11V nr THTC IIRtiTOM TIl ruRl:TTom RnNTRI1R'PAN • NI-M6-F'(1MN- 75/1.)5-14*1/. S- -- 2x4 E 60 ST;EREO PRiiEH 1 1 NAll9 [INHGI AS EACH LAYER IG APPLIED. CLINCH ALL NAILS IN 2 MEMBER GIRDER&:. 4.00 R--NR1L6ss TC 8 1N OCs: YEBB 16 IN OC 2-3x7 8--NnILSSI BC AND/OR MM 4 IN OC r C--NF1lL69: OC 3.0 IN OC: GCADB 11 IN OC 1 1 O--NRILGa: DC 3.0 1N OC: GCM1OS 4 10 OC E--NRILGa: BC 2.5 IN DC: GCABB 5 IN DC 2x8 flx8/spl gxg sF-ONE .5' THRU BOLT M/MT1 9E SUBSTITUTED 10x10 320-7x9 TOxIO/spl FUR EVERY 2 NAILS. IDOL NRIL GPACING- W/SPI. alt. spl: 10' M110. 2.0- MIN. BOTTUM1 EDGE DIST. 4 EO. TC 'PHLS AND 4 EO. BC' PNLB• `a }--FIEASUR6D`PRdtT _INS 0--1100 '.5' TIRII DOLTS AT EACH BC PNL PT DE CA 9 1Y40 EHCH GIDE OF OC SPLICES. NOT REO. s- - GIRDER LENGTH s4FUR DC IF GCAEOMAE 'FIS USED. E 11[vE SPECIFICIIIIINIS FOR LIMIER IM atIMPOftTfINTRIt.: n.l'INE CDI#&C10116 nE FOUGUED )NIU TIE 0 1RUSSES REWIRE ERTREIE C— VE TIN IINOLING 'UfUtNING EItfC110N RID IIncINI:. GCE vuT 7GL THUGGE6 UIIILI IN COi01"llmr Yl"I 'UUN.11Y CINIIHI. rdHKIL- BY •11'1, IUYICIIG NUI) MISSES: COn1ENIFYFT FIMN WCOn1FNW110N6- SEE lllls OE91GI1 FII FNXIIIIUMu SI'EL'IRL OR(ICIND 1HERE SIIL.I. 11C mu YINUMM1111 OF 11113 UESICN, EXPNESI ON 11111' CO. IXPINE CONNECIURS (VIE N*AFRC1UFIED I110n 20 MIUM GICVRNIIEU SIEEL •1P11. INEUUIIIIIENFS. UNLCSS OIIERIIISE WO'U, TUP CIOR) SHILL M MESS 0110YISE !ALIUN, IVETING REWIRElENTS OF ASIH MY6 GARDE R. fl'PLY CON141CIDIS TO 00111 H[EZ FIT ERCII JOINT RNO L0171TE R6 GIUYN. FIE IHIINIILLY BRACED 11I114 PROPM1 RIMMED PLTY000 61101111NG, GOMM clWO YIIII RIGID CEILING OR ORHCING Nfa 1>Is 4 IN UEIIRING YIOIIG RHE t' M1nIMM- L#&I:ZT OlICNISE SIGNN. DESIGN IRT nIXIIUR IF 10 FEET 0. C. FNI•NOT U'GE ]HIS DESIGN ► ' 47.Arr SINNOIIR03 CONFORn VIM NN'ILICIMIlE PRUV1311116 OF •NOs-77 MIND .1P1-70 -111111 FIRE HE MORNF THC111E0 LUNIER. +--IPI - IFN/SS PLATE INSTITUTE,• NDS.- M111RIMIL DESIGN SPECIFICRIION FOR N000 CONSIRUC710M CAUI FIR—LARCH TOP CHORD 2X 4 • AM 1 BOT CHORD • 2X Y AM 1 WEBB 2X 4 #2 LORDING '35.0/1.25• 2X4/M PITCH 11111(TS PR 11.0/12 SPANS- T0. 34' 00' COPYRIGHT 1981 1. 4098481 4/20/81 DRAW& A498.114 .`•••••.ten•• 1% •'I.11V nr THTC IIRtiTOM TIl ruRl:TTom RnNTRI1R'PAN • NI-M6-F'(1MN- 75/1.)5-14*1/. S- -- X ■ T AN i 7 7 ■ ■ ■ i ■ ■ ■ Y - LA --=p 1 0000 36' 7" 2.5X4 29' 9" WEBS 2X1 •3 or, PL, OR BO.P--UNLEBS o 0 /w`0000 0 0 / `0 0 c 0 o 0 0 3X6 36. 7" OTHERWIS H SHOWN. o o 9TRNMRDo 0 0 3x5 . • B- 3X4 311' B" 866 DRWG• A131 POR PLATS LOCATION o o 'o 21BBP-1.89 36• 7- AND ORIENTATION OH TYPICAL 7 A 18ltBP-1.68 35' 1" 33' B" 1651P-1.59 33. 1/" 33' cm 1451P-1.36 31' 11" 1 31' 1" o 410 I Ec=3 o JOINTS. LOCATE TOP CHORD IHTSR-PAHSL SPLIC9 0 0 o c WITHIN 6" OP PANEL 1/4 -POINT. o o ,--T o 0 RUS 16= o _ iA At si 15xs 3a' 7" sX4 34• B" 4X4 US 5X4 36. 7" 14. 11- 1.5X4 36. 7- 1.sX3 34• B" 1x3 36' B" 4.00 4 EO. TC PANELS 3 EO. BC PANELS MEASURED PROM "2XM24' SPAN 3x4 36' 7" 2.5X4 29' 9" 2X TC DEAD LOAD - 14.1 PBP •• AC DEAD LOAD - 5.8 5X6 36' 7" 5XS 34• B" 5X4 311' B" 4.00 4 EO. TC PANELS 3 EO. BC PANELS MEASURED PROM "2XM24' SPAN 3.511- INBIDS SCARPS 2X DESIGN CRITERIA u8C TC LIVE LOAD - 16.1 2X TC DEAD LOAD - 14.1 PBP •• AC DEAD LOAD - 5.8 2X TOTAL - 35.1 PSP DOR. FACTOR LASS MIN BIG SPAN 3.511- 36' 7` 3X6 36' 7" "♦ - BOTTOM CHORD 3X5 34' 11" CHECKED POR 3X.4 311' B" 111 PBP - Nl 74' MRX— LIVE LOAD 'PLATE TYPE--RLPINE r I11 t1PORTRNTEf UNLESS nlA EMLIF" ICAI +s Fa+ lu> p nln mcglS N[WO EIIREr - CENtS IN Ifi1111T-CLING1. R.PINE CUH1tC10H5 ME FOLLMEO FIND TIE uf ftNING EFFUSION WO BRNCINFI SEE vTIOkS IRU.UG BUILT IN CONFlOr"CE VIIII-UIIIEIU CONIMIL 11"Aft' Nr •IPI, IUNICIIf. ETHMUM S OESEC: FOR kIRRV ONA (1ECOIt1RL BRACING SIML NE NO NIVIIIHN11E9 OF IIIIS DESIGN, 0WRE99 OR In'1IED. •1P11. SEE THIS OE91GN FON RDOITIDNPL 9PEC1K D SHRLC ALPINE CUNIECTDN9 ME 1NUSFICIIIREU FROM 20 Gila GALVANIIEO STEEL PEOUMUENI9. UNLESS O011H SE REO'D, TDP CHORD EBRD APPLYSLUwEGT0A5 ATO lIbI111EFrING FCfi IITF[IICIIrtAlIN1NTS R1O IDMIE AS N. 61[RTIIINC, BOI101 CII)RDIVIM RIGID CEILING ON PLYWOOD SIP4911R011 CONFdIn WIM ADPL CHaLE'PRp iSiWN OF 'M a97I PHO •1211 uiuHFIRE NEI MIT T IRF VED "WEq.NOt USE INTO a31GN --•FPI - .IAUSS PLRIE 1"1111.1c une - uii mmu DE516N SPECIFICPIION FOR MOM CONSIRUCTIDN ALPINE ENGINEERED PROOUCTS,INC. P.O. BOX 2225 p01 "O BERCH,FLORIOA 33081 L . 305-781-3333 DESIGN CRITERIA u8C TC LIVE LOAD - 16.1 PBP TC DEAD LOAD - 14.1 PBP •• AC DEAD LOAD - 5.8 Per TOTAL - 35.1 PSP DOR. FACTOR LASS SPACING Oc SPANS FIR R L+ARCH 2X4 R.'2" BC 241BP-2.41936' 7" 22s/P-1.9936' 7- M 21BBP-1.89 36• 7- 195BP-1.79 36' 1' 36' 7 A 18ltBP-1.68 35' 1" 33' B" 1651P-1.59 33. 1/" 33' 11" 1451P-1.36 31' 11" 1 31' 1" 411 MC -15 35• s- 3s' B" i *1 34• S- 33' 11" 12 MC -15 $3' 1- 31' f2 1 31' 1' 31' S" LORDING SPRCING 35.0/1.25 M O IR` 2XV/ X4 I PITCH 43WTS P= 4.0/12 ; „ it SFANS TO 36' T" C011TRIGHT 1981 4088443 `wu►No ' /12/81 A450,123 w _•.[_rnuq_ iS/i iS-IIC.I+ S- 24 Tic- s s D BOTTM Cal fm BE REIWDI= V1TH SOROS SINGLE DOUBLE TO PROVIDE ROOIT1OWIL LOW CRIPWIIY RS GIRG31LINDEN _G _ l- C - MAS BRAIN 1N TFOLE Rl MIT. <NI MISUSE 14' 0' 28' 1'P 23* 28' 17 107 A 1'11 231107 40' '0'P 40.:0'P 411' S'P 40 'P q0' 137 40; 07 OF Blll'E SIZE RNO GRROE HB BOTTOM COAD Fm 616.1 BE RIMMED IN THE OHM TO 1 ° S; 0- 18 0' 23' 10'P 21 10'P 21'10-P 21110-P 40 07 40 0-P 40 •07 ac1TDETI IXiIlD' TIE f11LTIPLE TIFl6ER I. RTTAOKW SCHEIR E BELOV TIE BMW WAM, , 17' '01'' 20' 27 20' 2P 20P Z'P g0''0'P 40' 07 404 VIP IF SPLICE 18 REOUIRED IN Ixlb, 111 18 10' 0" l0' 0'P to, a7 101 0'P 40' 10'P 40' 07 40' 0'P PR- MIDLE TO LOCRIE SPLICE q' OR, NX . l 18' 0' 17' 37 17' 37 Ilt 3`P 40' 07 40' 0'P 90° 0'P FRO" SQITON DOW SPLICE. CONWCT04 20` 0' lg 0'P 18' OT 18P 7' 1 t`'P 35' 8'P 7' 11-P 3S' B7 37°11'P 35% 87 PLRTEB ME REOUIRED-ON BOTH FRCES OF 21' 0' 111'll'P 14't1`P 141 11'P ICT Sala RT SPLICE RDD BRILL BE R IXB : 22' 0' !q' 0`P 1q' 07 14r 0`P 33' '9'P 33' 8'P 33• `8'P 23.:: 0' 13' 1713' 1T 13f '1731'11'P 31' 117 31 *IL'P 28 Y I( PEOUMM09 2X8 • ONE BLOCK1 N 21(4 24 0- 12 0-P 12' 0 121--;07 28 8-P 28' 8'P 87 P 2x8 x no • ONE BLOCK - ' 25' 0' 11' 17 11' 1'P III t'P 7'10'P 27110'P 21'10'P R 2x4 •ONE BLOCK • 1 218 • TV0 OLOCKB R 20' 0' 10' 4` 10' 4`P lOt 4'P 8' -IT 'P 28' 2'P 28' 2'P T 2x8 Z 2X8 • TYO BLDCK81 ' 27'' D' o' 77 D' 77 8f 7'P 24' 2q' SPP 24' 87 • 28' O' 8' 10-P 8'107 8110'P 23"57 23' 87 23" 57 LETTERS RFTER TRUSS GPRN DEFILE BEATING RNO BLOCK REDUIREMENT8 28 0' 30 0' B 2`P 7 7'N 8' 27 7' 7"N B" 2`P 7t 7'11 2' '0'P 2D' '8'P 22o 07 20 87 22 0'P 20 >i'P SEE OTTER RDER FOR BLOCII MILIMa 31' 0' 7' 0`N 7' 0`N 71' O'N 18' 'a7 18' B'P 18' 8'P G RN) DTIER GIRDER MR. 32' 0' 0' 5'N 8' 5'N 0" S'N 10' SIP 18' 57 18' 5T 33' 0' S' 11'N S' l l'N 5!11"N 17"3'P 17' 3'P 17' 3' RBYUT 34' 0' S' S'N 5' 5-N 51: 5'N 16"3'P 1S' 37 18" 3'P TRLI6GE6' M18T BE "PORTED 0 FACE I 7x8 5x8 spi . F1 DT Nut. 1 i 3x8 ' - Tcc//fle /0 1 /C R/B WOG ' 2x4 ' ' 0 2x8 8x8/spl 8x8 S20 -7x9 '8x8 Ox)0/ S20 -7x9 10x10/ Alt.spl. spl alt.spl. UPI 6 EO. TC PHLS ' AND 6 SO'. BC,' PHLS• - 1ROER LENGTH TRIPLE I' 0'N 40' 0'N 40' GIN 1' 0'N 40' 0'N q0' 0'N 1• DIN go, 0`N 4o' 0'N . 1' 0'N 40' O 40' GIN I' GIN 4o' 01 40' O'N I. 0`N 40' 0'N 40' 0'N I. 0'N q0' 0'N 40' Q'N ■ I' 07 40' 0'P go ' P I* 0'P 40' 0'P 40. 07 D7 401' 0'P 40' 07 ' 1' 07 40' DIP 40' 07 0`P 40' 0'P 40' 07 " ' 07 40' DIP q0' 0'P ' 07 40' O'P 40' 0'P 07 40' 0'P 40' 0-P 4'P 38' 47 30' 4'P 47 38' o'P 38' Y'P I'P 3q' 77 34' 7'P '117 32'11'P 32'11'P 2-P31'273112P ' 5'P 29' SIP 28' SIP 116 EDEN LRYER 16 APPLIED. CLINCH RLL NRILB IN 2 HEIIBF.R GIROERS;- -zff!:14.00 R--NRILGss TC B IN OCx VE86 10 IN CC 2-30 0--NFI1LGss DC RNO/OR GCIM 4 IN OC C--NRILS51 DC 3.0 1N OC: GCADS 5 IN OC O--NR1LGss BC 3.0 IN OC: SMS q IN CC E--NRILGs: OC 2.5 IN CCs GCc108 5 IN CC vF-ONE .5' THRU BOLT MY BE RJUSTITUTED FON EVERY 2 NRILS. COOL NRIL GPRCING- 10' MIX). 2.0' CIN. BOT70f1 EDGE DIST. G --ADO .5' THRU BOLTS RUEACH BC PNL PT IVO MICH GIVE OF OC GPLICE6. NOT REO. I FON OC IF GC IIEOLLE 'F' .16 UGED. ori IPINORTFlNTi1111 L" ISS 11[5X• GPECIFIC111IONS FOR L1NVER mu NFlRNING 1115SES RE011111E EVTREIE CINE IN 1114OLIN;L 1LN1E PIIME COCIORS 1V1E FOLLOYLO 1110 TIE EHEciION ma) URncm. GEE -UUT•7G {1 INLISSEG UUILT IN CON'I111111INCE WITH-t"LIIT cRHTTn(IL nrUXL' BY •DPD, IIINIV'IN: Him TRU'=G*. CIXI1ENIINY IV/) RECONIIENJI1IONS - f 11ENE SIIILL BE NO {IIVUInNTIES OF 11115 DESIGN, EIIPRES'3 Dif IHy 110. •]PD1. SlE 1111S DESIGN FOR I10U1110N11 SPECIAL IIWINO 11 -PINE clM1NECTIVIS IVIE 11"FIICIUREO FpUNt 20 GIRAE GILVINIIEU GILEX •IICITJIRIfflIM. UN.ESS 0111'RYISE REO -0, WP clew 51111.1 LESS 011ERYISE SILAN, IEETING 1EOUIREtENIS OF 115111119/6 LAMIE R. IME LIIILHRLLV BNIU:O YI111 PNWEm.Y HI11UE0 PLY11000 Its 3 IrPLY CONKCIORS 10 U0II1 FF" -6 RI EACH JOINT RW LOCIIIE 116 filINN. 'QIER1111N:, 8011011 [111110 111111 RIGID CEILING OR ORl1CING p OLIIRING 910114 1VIE 9' NVI[NIL 11MF6S OTIEINI6E WOYN. DESIGN IRT IVIVIIIVI IF 10 FEE] 0. C. DO NOT LGE 1H16 DESIGN SlnN"IRD9 CONFalfl WITH RI'P1.I1710LE PRUVISIIMNS OF .WS•TI IVAI •1PI-IS 111111 FINE NEIHIWWI TRERIEO (11IV1ER. NOV 2 2 192 IIA11O1 uV o.o.o o. ALPINE ENGINEERED PROOl1CT81INC. P.O. BOX 2225 • POfPRNO BEPI :H,FLORIOR 33081 i 305-701-3333 OSSIGH CRITERIA UBC 841'TC LIV8 LOAD a Isom PSC' TC DEAD LOAD a ti.m PSI• OC DEAD LOAD w s.m PSP TOTAL Is 3s.m PS! DOR. 1rACTOR 1.23 FIR-LRRC TOY CHORD • 2X 4• 41 OOT CHORD • 2X m • l . WEBS 2X 4 02 LORDING .35.0/1.25 • .2X4/2XO PITCH GGI(TS PP 11.0/ 12 SPFlNS TO 34' 0" COPYRIGHT 1981 Ago 8481 4/29/81 DRAW# A498,176 F1IRNTAII A rnnv nP TILTS I1F4TrN T(1 F.Rrrolomm cnWTINArTIIR A-mg-rnmm- iS/1.75-111.1•. S- __ :i -JOB I TiSDT-1 LEV`1r l ' Ir LA ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ISEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS. TRUSS DESIGNED W17H EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. 2'-0" ::3 HIP ' 1 2'-0" !12 HIP I 3X7 5x7 I X7 3X4 2 COMPLETE TRUSSES REOUIRED --s FASTEN -TOGETHER WITH It 16D NAILS O1 HIP ONLY TOP CH ------------------ 11" O.C. WEBS ------------------ 12" O.C. BOT CH ------------------ 16' O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. * BOTTOM CHORD CHECKSD'FOR ld PSP LIVE LOAD. COtrTETITIOtIAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. + 2x4 !)3 Hem Fir or better continuous lateral bracing 3'-0" o.c. maximum spacing. Attach to each top chord with 2-16d nails. Bracing material to be supplied by erection contractor. #1 Hip designed to support 8'-0" jacks with no webs. This drwg also specifies design for common hip 12 trusses. Use same \ 4.00 configuration b plates @ 24" o.c. spacing (1 ply). 3X7 Extend top chord to hip rafter & support every 4'-0". Brace flat top chord with 2x4 lateral bracing @ 24" o.c. Fasten to each chord w/2 -16d nails. I 3'-0" r",l HIP .r—+--- 20 -3 -0 -1 • R-2 QOa PLATE TYPE --ALPINE SEnN--579903 FURNISH R COPY OF THIS DESIC14 TO ERECTION CONTRACTOR SPA DUN LEVY C71 :_I Cl C :.-.) _ L=3 C o F-. U :I LP 0 TR C=1 r o SME - oAC13n ..- f Si i.-7i- R2L-_=^f:\T .•i7f- !' r" ':-7 1::7 Ca O r 0 C L-1 INE 1= --^.'T-ry"-} .11n -:u M:.a•tkt'U 'tiU:IIC!S. INC. IMFORTFlMT -> :, %I" (( NLS+'Cy61ar 11`4 -NY 1:0Inn1141'v,Yl .1 4.11 m; ', fre L".Y!nI w F11Cn IIy: -16q CR IUR r111LL11; ,9 CL:L0 IM 1NUSS IN CCWCn.,Mr 4IIH IM MUSLITt CC IROL .-R_7V_- DI 1P1- nP1NS CCNW':ICNS 'INE nm.IHCIUICD FNIM )C : .E CrILIRrl1:L0 SILIL lY(SS OlKwisE S: vw. rrzEtINC nou:rEnvoi CF FCIn n%46 CANE R. •: 1['.-: .'n'.f -_.T^'w ..^ + :,t: 'I,:A :dam L%II:L 1 LIKE 1(i1RNI(\G '-.:,_: :. I,.i ^.11::-I ' •„ L4:-.:ICJ.,:E 'li-713-'. .C!tl Ir,If:C3: CC.TjN1141T INS R([;,ra^,V : ;I::F -•fI'11. fC 1111; UESICN FCR fin!(iCW. 5'L-CIIL Mr.11- W:4I 1.1"WIM; R(C111wnNIS, LAUSS UTWINISC SHIN, IDP CK1.42 BILL I:(. L!I,tf11Lr avcEO REF 519- o aOfESSlO. ! TC LL DATE 05/0//62 1 ` ' e 240 755 — UESIGN CHIJOPSF t TC OL 1q.0DRVG. " w Lit BC OL * .CR -ENG 118/ FM f(B TOP CHORD 2X4: MSR—SPF 165OF-1.SE BOT CHORD 2X4 MSR—SPF45OF-1.3E WEBS 2X4 SPF 112 WEBS 2x4 SPF #3 TO BE USED FOR HIP A2 b #3 NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. ISEE DRAWING 130 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS. TRUSS DESIGNED W17H EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. 2'-0" ::3 HIP ' 1 2'-0" !12 HIP I 3X7 5x7 I X7 3X4 2 COMPLETE TRUSSES REOUIRED --s FASTEN -TOGETHER WITH It 16D NAILS O1 HIP ONLY TOP CH ------------------ 11" O.C. WEBS ------------------ 12" O.C. BOT CH ------------------ 16' O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. * BOTTOM CHORD CHECKSD'FOR ld PSP LIVE LOAD. COtrTETITIOtIAL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. + 2x4 !)3 Hem Fir or better continuous lateral bracing 3'-0" o.c. maximum spacing. Attach to each top chord with 2-16d nails. Bracing material to be supplied by erection contractor. #1 Hip designed to support 8'-0" jacks with no webs. This drwg also specifies design for common hip 12 trusses. Use same \ 4.00 configuration b plates @ 24" o.c. spacing (1 ply). 3X7 Extend top chord to hip rafter & support every 4'-0". Brace flat top chord with 2x4 lateral bracing @ 24" o.c. Fasten to each chord w/2 -16d nails. I 3'-0" r",l HIP .r—+--- 20 -3 -0 -1 • R-2 QOa PLATE TYPE --ALPINE SEnN--579903 FURNISH R COPY OF THIS DESIC14 TO ERECTION CONTRACTOR SPA DUN LEVY C71 :_I Cl C :.-.) _ L=3 C o F-. U :I LP 0 TR C=1 r o SME - oAC13n ..- f Si i.-7i- R2L-_=^f:\T .•i7f- !' r" ':-7 1::7 Ca O r 0 C L-1 INE 1= --^.'T-ry"-} .11n -:u M:.a•tkt'U 'tiU:IIC!S. INC. IMFORTFlMT -> :, %I" (( NLS+'Cy61ar 11`4 -NY 1:0Inn1141'v,Yl .1 4.11 m; ', fre L".Y!nI w F11Cn IIy: -16q CR IUR r111LL11; ,9 CL:L0 IM 1NUSS IN CCWCn.,Mr 4IIH IM MUSLITt CC IROL .-R_7V_- DI 1P1- nP1NS CCNW':ICNS 'INE nm.IHCIUICD FNIM )C : .E CrILIRrl1:L0 SILIL lY(SS OlKwisE S: vw. rrzEtINC nou:rEnvoi CF FCIn n%46 CANE R. •: 1['.-: .'n'.f -_.T^'w ..^ + :,t: 'I,:A :dam L%II:L 1 LIKE 1(i1RNI(\G '-.:,_: :. I,.i ^.11::-I ' •„ L4:-.:ICJ.,:E 'li-713-'. .C!tl Ir,If:C3: CC.TjN1141T INS R([;,ra^,V : ;I::F -•fI'11. fC 1111; UESICN FCR fin!(iCW. 5'L-CIIL Mr.11- W:4I 1.1"WIM; R(C111wnNIS, LAUSS UTWINISC SHIN, IDP CK1.42 BILL I:(. L!I,tf11Lr avcEO REF 519- o aOfESSlO. ! TC LL DATE 05/0//62 1 ` ' e 240 755 — UESIGN CHIJOPSF t TC OL 1q.0DRVG. " w Lit BC OL * .CR -ENG 118/ FM f(B O I1Wt1 CCNWCIMS to nOTN rPC1S nT (PCM _QIN1 PIrU LOCATE AS SIu. UMINC WIDTHS ORE SIFIM01104 CtWMn''UUM r ICCIr6LED11'MXISIONS Or iwo .rPt-r. m rt, -n ,1rIrpII11 . VIIH PROPE1bT RT1nC'CO PlfY000 SKRIHINC, R11 AIETIUII IfIFORD Y10 FIEI1114 CD CIO CEIOU NOTT tr.4 1HIS •NCS•nz Osla YIIH rIK nr1Mn NT InC 11fD lUlmrn. p TOT. LO. O/R LEN. 26 -3 =fjUC of C40 DUR.FRC. PITCH 4.0/ 12'_ '` S rt f R Ur,,VRI -NTP JaBs SPA I11C'FiORO 2X4 FIR -LARCH ♦2 T_ CHORD 2X4 FIR -LARCH #2 WEBS 2X4 HEM -F -IR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. ALL PLATES ARE TO BE CENTERED ON THE JOINT. LEFT TO RIGHT AND TOP TO BOTTOM. EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION. SEE DRAWING 13B FOR 'PLATE LOCATIONS ON TYPICAL JOINTS.' PLATE TYPE- J l" J " 2 11 J 41' J3 Ar 4.00 * 8-0-0 OVER 2 SUPPORTS ALPINE SEON--887396 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRRCTOR [ o v 0 0 o fLP11L EIGIIEE1iD vRLTAXIS, 11X. pn'' IRIbSES REWIRE EATREM CARE C= C1 0 0 IIMDP O'R THESSEETSPL#CIFI rnTlD6 n WIF DEVIATION FK` A WARNING BR LIW..SEE -MyMIs-, iBRACING NO DDT`ONI rRV35ES: Vy tssi( N4 C= C C C THIS OESIGN OR IMT FAILURE 10 BUILD THE IRM IN CIINFORRY4E COITf4.NTIRT (TIO RECWWNORTIONS+TPII. SEF C'] -7 C G WITH THE 'OIXLITT CONTROL PVWLAL' BY (PI. REPINE CIMNFCIORS THIS DESIGN FOR ADOITIONIL SFECIRL PENT- ROf i G ._ C C UMC rNMORCILREO FROR PO GIUGE GRIN MIICO STEEL MISS WENT UNACING RFOUIRCKNIS. LALESS OIERWISE N0. 1 673 L.PIN C UAf.RWISC JHnVM, MIEIING REOUIRUIENTS n f61R AVV6 CAME R. SIWN, TOP CHORD 9AaL BE LATFRFLLT BRACED p APPLT CONN(CTD" 10 BOTH FACES R( EACH JOINT RIO LOCATE AS KITH PROPERLY ATWIOED FLTYOW S/ERIHING, 3 C TRUSS C ilk. DEIRING WIDIHS ARE R' MAINZ MESS OIAERWISF. SHOWN. BDITOI CHORD WITH RIGID CEILING OR BRACING 1j01j v 1 \w [_ = OESIGN S1ANINoOS CWFOIA WI IN PPPLICIIBLE PROVISIONS OF nG SPECIFIED ON DESIGN. DO NOT USE THIS OF CAII(OS• C7 C C C [ O fY10 .1P1•)9 OR PLl•b0. OESI01 WITH FIRE RETIIROIMT TREATED LL918M. ___ ...IPI - TRIY.7S PUAIE INSTITUTE, mr - NIIIDNft OSIW SPLCIFICRTION FRA WOOD COM'TRUCTIUM ( i1 Q.S 3,012,436 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER 'TO. VERIFY THAT ALL DATA. INCLUDING DIMENSIONS AND LOADS. CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. PARTIAL FRAMING PLAN * Bearing ledgers and connections .by others. 24" J-7 8-0-0 J-6 J-5 l_ Varies 24" 1 24" 24" J-6 J-5 J-7 12 4r- SPA REv u.o.3 TC LL 1G.0 PSFrDRVG TC OL 20.0 PSFBC OL 5.0 PSFTOT. LD. 41.0 PSFFAC. 1.25 SPACING 24.0- TYPE SCALE - 0.3)Sa ]7 -CDD F Mo. 1-0-0 q.'0/12.