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PLBG (9903-156)52365 Avenida Martinez 9903-156 05872 LICENSED CONTRACTOR 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 # Lic. Class Exp. Date i•iui:)? 1:4L ' _._ 2129iitti Date ';r , Signature of Contractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier /y t ;! [ '[• , r Policy No. {{ t` p / " 001.0UN"1 1 AC LIE 7.14 1. :N.s X(.,,&%0.00 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to 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, I shall forthwith comply with those;provisions. Date: '* • A -e _f Applicant Warning: Failure to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inns-p'e`ction purposes. Signature (Owner/Agent) '` Date's BUILDING PERMIT PERMIT# DATE VALUATION LOT TRACT 3 .23.9q x1.430.0 JOB SITE APN ADDRESS a;-36:; AVEt'V'ID.i► MARVNEZ 773.2711-616 OWNER I CONTRACTOR / DESIGNER / ENGINEER ! .AQWI NT1i NSC.'O NO SCS. ER St. -R rIC13 7-493 CALIX. TATS FICO 940' 5 CABAZON RD..IN010, (A 92201 LA QUINTA CA W253 PA1,M DP,ShRT CA 92264 r AL0 342 USE OF PERMIT € UPi'iC Af3ANT,rufv, S)MWA--R C0NNWT (i0 -MOD PtZ0JEVT #!K9 -u') CrJN'i RAC7T A\-I01J J'1' 1,410.00 3:33, P MMIT FEE SUMMARY NLUN1131NOFEL -- SLAVEI[t 101-II(M-4194*0 isrJB-'1UrAr. C N4 7 r.fGJION AND PLAN CHVC°4t. $10.00LESS 1-1111r,41AICIFFES U.00 TOTAL 3'h;Iltl47IT 3f'N ESS 0111 ;, NOW 1 $.30.04 RECEIPT , E INSPECTOR IC, ' I INSPECTION RECORD OPERATION DATE. I INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K to Wrap F.A.U. Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans 8 Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final Final BLOCKWALL APPROVALS POOLS - SPAS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test Final I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection s—S' _ Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas)UE ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) COMMENTS: y ECO N EWER SERVICES P.O. BOX 192 PALM DESERT, CA 92261 (760) 346-2793 (760) 328-7760 FAX (760) 347-4978 JOB WORK ORDER 09380: DATE OF O$�ER / ^� CUSTOMER'S ORDER NO. PHONEMECHANI HELPER STARTING DATE BILL TO TAKEN BY 0OFORDER DATE CO PLET ^ WOR E /Cf/ � TOTAL AMOUNT I $ ADDRESS �� ❑ DAY WORK ❑ CONTRACT CIN ❑ EXTRA JOB NAME AND UNCATION JOB PHONE DESCRIPTION OF WORK PATMtNI ItKIVIJ Ntl LU UATZI tKUM UAIL Uf JLKVI" 11/2% PER MONTH CHARGE AFTER 30 DAYS. TOTAL MATERIALS TOTAL LABOR PLEASE PAY FROM THIS INVOICE. NO STATEMENT WILL BE MAILED. TAX DATE CO PLET ^ WOR E /Cf/ � TOTAL AMOUNT I $ ❑ No one home Total amount due ❑-fotaAlling to- Signature o Signature / for above work: or be mailed after completion I hereby acknowledge the satisfactory completion of work of the above described work. f T4t!t - 4 4 Q" Building Address 52365 Hartinez Owner Mailin Address 247 B. Tahquitz Nay #2 City Zip Tel. P.O. BOX 1504 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Palls Sprinpl 92262 322-1020 Contractor Starr Ccrostruction Address State Lic. 387934 & Classif. Arch., Engr., Designer Address No. 05872 BUILDING: TYPE CONST. OCC: GRP. A.P. Number 773-271-016 Legal Description Lot 5 Blk 99 € nitll Project Description S.F.D. ...y S95 Lic. # C Sq. Ft. 1409 Size Tel. City (Zip (State . Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70pp) of Division 3 of the Business and Professions Code, and my license is in full force and ,5—/ . ;'r+! c5.9 _SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following regson: (Sec. 7031.5,Businass and Professions Code: Any city or county which requires a permit to construct, after, improve, demolish, or repair any structure, prior to Its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 or 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 ($500). O 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, Buisness 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 -budder will have the burden of proving that he did not build or knprove for the purpose of sale.) - O 1, as owner of the property, am exclusively contracting with licensed contractors to com 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.) O 1 am exempt under Sec B. & P.C. for this reason Date owner WORKERS' COMPENSATION DECLARATION ; I hereby affirm that I have a certificate of consent to seff;insure, or a certificate of Workers Compensation Insurance, or a certified copy thereof(Sec. 3800, Labor Code.) Policy No Company `I° O Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ anypperson in any manner so as to become subject to the Workers' Compensation Laws of California Date owner NOTICE TO APPLICANT. ff. after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lenders Address This is a building permit when property filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certity that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives .of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip No. 1 No. Dw. Units Newt] Add ❑ Alter ❑ Repair ❑ Demolition ❑ 4313 s . ft,. Garage 170` 61 wood fettee Estimated Valuation 76,360.00 PERMIT AMOUNT: Plan Chk. Dep. 250.00 Plan Chk. Bal. 212.54 Const. 536.00 Mech. 53.50 Electrical 106.41 Plumbing 157.50 S.M.I. 5.35 Grading 20.00 Driveway Enc. 20.00 Infrastructure 1679.85 rec se Plan ' .v TOTAL REMARKStic a rv.,, .:. .-rrrr .r c c _t T*. .A 4t, ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR h --14-S9 Issued by: Date Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL SQ. FT. ® $ UNITS COLL. AREA SLAB GRADE 7 /e % ROUGH PLUMB. YARD SPKLR SYSTEM 2ND FL SQ. FT. HEATING (ROUGH) STORAGE TANK FORMS MOBILEHOME SVC. BAR SINK POR. SQ. FT. ® DUCT WORK ROCK STORAGE GAR. SO. FT. ® POWER OUTLET ROOF DRAINS HEATING (FINAL) DRAINAGE PIPING CAR P. I SQ. FT. GAS (FINAL) TEMP. POLE WALL SQ. FT. DRINKING FOUNTAIN. SQ FT ® WATER HEATER URINAL ESTIMATED CONSTRUCTION VALUATION $ FINAL INSP. WATER PIPING NOTE: Not to be used as property tax valuation WATER SYSTEM FLOOR DRAIN MECHANICAL FEES GRADING cu. yd. $ —Plus—X$—=$ WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER FINAL INSP. GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED / O� _ Td _( `,� �� - ��� / �^ LAUNDRY TRAY AIR HANDLING UNIT CFM KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SQ. FT. ® c BATH TUB SPARK ARRESTOR SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/. c SEWAGE DISPOSAL LATHING SQ.FT.GAR ® V4c HOUSE SEWER GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBIN `,5 UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 7 /e % ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS EWER OR SEP tTf ROUGH WIRING DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. 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. FRAMING / FINAL INSP. ROOFIN �;3 / O� _ Td _( `,� �� - ��� / �^ ��i REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH 1NSULATIONISOUND�- ()'r-- FINISH GRADING FINAL INSPECTION Q-,?-3-pppq CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS ' GARDEN WALL FINAL 1 Desert Sands Unified School District CERTIFICATION OF PAYMENT OF SCHOOL FACILITY FEES TO: City of La Quinta DATE: Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 NOTICE: THIS DOCUMENT CANNOT BE DUPLICATED, This is to certify that ' developer of which is located at,5 5 _ within this District, has paid school facility fees imposed pursuant to the authority generated by overnment Code Section 53080 in the amount� co eying a total of square feet of (x residential or ( ) industrial/commercial development and that building permits for [/this footage in this development may now be issued by your jurisdiction. (ArV, l f an d 0) Ck .5-4'1 for DESERT SANDS FIED SCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 a TRUSS DIVISION fHE'..AC HMT WMBER.CO. Indio CaGfomla 822D1/(619) 347.9754 HOUSTON TRUSS INDIO, CA 0 , GTI U.B.C. STANDARD 25-17 ® SECT. 25.1738&39 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION1 INC. • 1 _ 1 _ TRUSS DWISM THE AC HUMON WMBtR Co. 1tt1rT$%11U RAFTFQ I7tn .tnTST.SPAKS ',PACFn P4,an■ nC '% tbNM ShM 1M - "11114C. CRIIE414: 1 .r-Lrz-...-.._..----- ---- --- .+.rev rrw ovtsuvam I irl so Caftr is 82201/(619) 347-9754 -------•------- -T-31 R -1.6x3-------- ......_ ...._ ..... . --------- - <= 1.25 (FOR CEILING JOIST RF=1.0, CSI=1•,0) t; • OL>=.5*LL I " ,, any Pitch (see chart) _ 54n.L'e SLOPES<q:12 SLOPES' -0:12 ALL SLorES CEILING JOIST --------- = nEF h=LL w=LL P;=LL4K.DL :V=LL- } a•E•I nEF<_L/7q0 DEF<=L/IAn nF.F<=L/180 nF.F<=L/240 I T-32, _ -. .. .._ . _........-------•-----•-- - R 1.6x3: Ptetr $=3.OP 1= 5.359 •--•-•-- "I--------------..._. 216, S=7.563, 1=20.797 2x4 K=1.0 RAFTER RAFTER CEILING see chart for maximum sdans and SLI)PE<c:12 st.nPE>=a: 2 JOIST respective lumber grades Ci ',,If Ln:n =___> )n, WS 26.n05F Zn,OrsF , I6,AP5F lh,OPSF 16,OPSF 16 P-S'F 2x4 stud with T-31, R-1. 6x3 LE ti) Ln%n =-__> 11.OPB,- 15.nV$F 2n,evsF 7,nP$F )a,n?sF 19.OPSF 5.OPSF 101=L L010 > ?!%.(IPSF 3'i.APSF 40.(%PSF r.PSF-30.OPSF PSF 15.OP$f (not required i[ top chord supported) ____ 17F r•PLDE E FA r: Plates sized for han- ling only y be UF 1 , 21 nq N' " " ' i n i " i : replaced vvith any equ31 fastener ra Ss I 7'-5 7 1" 9 g 7 1n 7 5" 1n 3- 7 1511 7' Sn '--7, 1„7'1(1° 7'i'Sn' 10'3" 7ct =2 IiF 1,7 I+iSn tS' 0" 7' S" 7' n" , q: S„ 7: An 7: 3„ 9:11" , u (:()t; 1)F 1 .15 105•)7' 5" 5' A" -6' 2" 8' 2" 7' 2" 6 d" 6; 5" Y •-=3-I, F----1.5 AO, ._..._ 6r'_ "'_-.Si"q ^--- 5,_.5" l i -'2v '6 i' 3ii--Si-qn'-' ..;: 5"--•-'----•-- --- ` tI_i j_ 'p` v--, t_ .. 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I _..---._... 10 A" 9' A"... A' 8" + - FS )IF 1.5 tnnn 12' a" 11' 0.. lO' 6" 10' 3" 11' 7" 11' n" '>.', e 1 PF 1 . S 1200 121 n" 11 ' n" ) n' S" 1 t' q" f 1 ' 7" 1 1! 0" 't5 ct HF 1.0 ir:n0 I1' S" ... Iq, 2„ ... g. b"-.._-.- 17: 7„---'11' 0".._.. 10 21, ?xA --3 HF 1.? 575 3' a" 7% q" 7• .t" d% by ar `n 7: 9. 't SiIII`HF- 1.7 575 ... r1,.R". - - 7,-Q ----7, Zx YI-h ----A,--4N - -7; 9" E.1 v1VIs:SLE, (1/i) C51=1.25 r/27/77 LL 0EF'=L/2''n,L/1An 15'11" ._.._..__........ .... --.._...------- --- 10' 6" . Nur.•: Veul I,Lw-kM may Iw nrnillyd R -2.4x4.5 wtrrl'e no vrnl .. rrynn—d 1 K 2.1 4.5 Varlre ('uldut fur.2%4 lard tial tspr.rine I—r w1il•lina 1 trn.r) lcl ..Jct -nn nrrh r: •. Innllrr) 'l lff V1.0- 1'.. t. n.•r HOUSTON TRUSS INDIO. CA 0 VT Z U.B.C. STANDARD 29-17 PQ SECT. 25.1738339 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INC. R-. 8x3 or equal a Cutout for 2x4 laid fl+.l ..t 7n swd- Cnl.ruls 2- 16d n:r I1t•:S1" I.IIII '1 \ 1•Il \1. CAIIVE' 1•:AI)'1'Itl'�• / GAIII.F: F:NO THI-SS R -2.4x4. S p4 �`': ` ton i n �\t ora t ...e. t nails Plate Cine lara•1• 1'..r Y�4 OuU.rrkrr,. t::.blr Find Ilya..nt; ALL LUMBER TO BE: STANDARD CRADE ITEM -FIR OR BETTER t!n. File No. CE - 1 IMR..Ia a'or.acrda r a r.rw of i+«+% so 8,4 to r •• r.....r r.....r .r..�. r...r r..r.•.c Dorn rocas I.ii o ruri w wo.ta Date: 12/1/74 1YRLSOr..r�ww+ p•'rlrr..r.r.y...r.a-e.r,rrw..re.r.rr.r.raW.Pro. •w..«rT. awall wrr�......�.aru.•..r+rto.yrti..r i �r•+r+•+tilA.wl NrA r.yr.r1'.Ytit...wwr..or ...r �Vr h". K"•. rrr.n.r.. 6.�a4.r ........ r.....yr1 He(:R-S-25-1 De a.By: M Ck.By: Ia•^••re.+.•rrr-wrt..<.or44mm ..o...•..v —of wNw...r ..t..o.+..w.rpm (,���dSYSrEMS roLr0+4:.r....rrrwr.••a4u..w...•.eP..er.rc.•...w. e.csrpwa...w. r.w. w..rr.e.r W. w rC soM..'aw. ayanf Qnode owrp T m AC N - r. �... _.. arm • Y/�a ` o . s U I g I _ _ c I > o L c � I _ T 1 n r I n F- n 1 K 2.1 4.5 Varlre ('uldut fur.2%4 lard tial tspr.rine I—r w1il•lina 1 trn.r) lcl ..Jct -nn nrrh r: •. Innllrr) 'l lff V1.0- 1'.. t. n.•r HOUSTON TRUSS INDIO. CA 0 VT Z U.B.C. STANDARD 29-17 PQ SECT. 25.1738339 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INC. R-. 8x3 or equal a Cutout for 2x4 laid fl+.l ..t 7n swd- Cnl.ruls 2- 16d n:r I1t•:S1" I.IIII '1 \ 1•Il \1. CAIIVE' 1•:AI)'1'Itl'�• / GAIII.F: F:NO THI-SS R -2.4x4. S p4 �`': ` ton i n �\t ora t ...e. t nails Plate Cine lara•1• 1'..r Y�4 OuU.rrkrr,. t::.blr Find Ilya..nt; ALL LUMBER TO BE: STANDARD CRADE ITEM -FIR OR BETTER t!n. File No. CE - 1 IMR..Ia a'or.acrda r a r.rw of i+«+% so 8,4 to r •• r.....r r.....r .r..�. r...r r..r.•.c Dorn rocas I.ii o ruri w wo.ta Date: 12/1/74 1YRLSOr..r�ww+ p•'rlrr..r.r.y...r.a-e.r,rrw..re.r.rr.r.raW.Pro. •w..«rT. awall wrr�......�.aru.•..r+rto.yrti..r i �r•+r+•+tilA.wl NrA r.yr.r1'.Ytit...wwr..or ...r �Vr h". K"•. rrr.n.r.. 6.�a4.r ........ r.....yr1 He(:R-S-25-1 De a.By: M Ck.By: Ia•^••re.+.•rrr-wrt..<.or44mm ..o...•..v —of wNw...r ..t..o.+..w.rpm (,���dSYSrEMS roLr0+4:.r....rrrwr.••a4u..w...•.eP..er.rc.•...w. e.csrpwa...w. r.w. w..rr.e.r W. w rC soM..'aw. ayanf Qnode owrp T m AC N - r. �... _.. arm • Y/�a ` o . 1 Design Information I.TC(D*L)= 30.0 PSF U BC(D+L)= 10.0 PSF DWG HO. R79-3010-UP2F- -NAIL 7C4 TL(D+L)= 40.0 PSF SHI NO. 10 DATE 3/23/79 STRESS INC = 1.25 2 Maximum Chord Spans 26- 2 2 (Ft. -In.) LUHBIFR GPACE TOP CHOPD BOTTOM CHORD =DOUGLAS FIR= 2X4 2X6 X 2X4 2Xb NO 2 30- 2 44-10 35- 4 32- 1 43-10 110 2 DEMSE 32- 6 47- 8 35- 4 44-10 NO 1 33- 2 48- 0 36- 4 47- 4 NO 1 CENSE 35- 0 48- 0 39- 3 48- 0 SEL STRU 34- 9 48- 0 37- 4 47- 4 DEN SEL STRU 36- 4 48- 0 39- 3 48- 0 =HEM FIR= J 2 4P- 0 46- 0 1 NO 2 26- 5 39- 1 27- 6 37- 5 NO 1 30- 0 44- 0+ 31- 4 39-11 SEL STRU 31- 9 46- 5. 31- 4 39-11 aRE0IIrRES 2X6 BEARING aREOUIRES 2X8 BEARING 3 1 Web Requirements (FL -In.) UNPRACE•D BRACED 2X4 WFVIS W1 W2 W1 W2 STD -DF 4R- 0 48- 0 48- 0 48- 0 CON -OF 4P- 0 46- 0 48- 0 48- 0 - STD -MF 4P- 0 4P- 0 48- U 46- 0 CON -HF 49- 0 4P- 0 48- 0 46- 0 2Xb WEBS 1102 -DF 46- 0 46- 0 48- 0 46- 0 NO2-4F 48- 0 44- 0 48- 0 411- 0 4 Force Information L=Span ( FL) CHORD FORCES WEB FORCES JOINT LOADS C 1= -90.6L W 1= -15.5L J 12 11.4L C 2= -79.7L w 2= 25.OL J 2= 15.1L C 62 58.6L J 3= 14.2L C 7= 86.OL REACT= -40.OL J 7= 6.6L DESIGNED IN ACCORDANCE WITH. TPI-76.AND NCS -77 5 f Plating Information U JT, MAX-SPANS(FT-IN) HYDRO -NAIL LOCATION NO. OF bF PLATE SIZE --X-- - J 1 26- 6 26- 2 2 1/2 X 6 PT 31-10 31- 5 3 X b PT 35- 4 34-11 2 1/2 X b PT 37- 1 3F- 8 3 1/2 X 6 PT 42- 5 41-11 3 X 8 NT 40- 0 46- 0 3 1/7 X 8 PT J 2 4P- 0 46- 0 1 X 4 PT SJ 2 4b- 0 4N- 0 4 1/2 X 4 PT 4 1 J 3 39- 3 3P-10 3 X 4 PT 4 1 46- 5 45-10 3 X 5 PT 5 1 49- 0 46- 0 4 1/2 X 4 PT 4 2 J 7 42-10 42- 4 2 1/2 X 4 PT 2 1/2 48- 0 46- 0 3 X 4 PT 3 SJ 7 32- 3 31-11 4 1/2 X 4 PT 4 1 40- 4 39-11 4 1/2 X 5 PT 5 1 41-10 41-10 4 1/2 X 6 PT F 1 48- 0 47-10 5 1/2 X Is PT 6 2 46- 0 46- 0 5 1/2 X 7 PT 7 2 CHORD SPLICE OPIICNS C 2 48- 0 48- 0 3 X 4 PT C 6 41- 0 41- 0 3 X 4 PT . 47-30 47-10 3 1/2 X 6 PT 49- 0 46- 0 4 1/2 X 6 PT - PLATES MARKED 4 REQUIRE 2X b CHUPL.', GROSS PLATE RATING(PSI) FOk PT=171(DF), 1690,x) karIll: t. t an ell meinaen to bade <<t� \ :iv , ,�:3 w� 2. Canter ail oaesee an barn sides of 101111 "ti ::•�`•i :.�. :ani �� w�' l rJ• vweee x Or r toutions are sdedified. 'a!':S IS 3` : _;%ti //{I •:,n 5. The three tabs for is rescionsibie to ItSt."'TRI[JLL ! ^t'� f st, ti • t •+;?•�,.^•J I Si 2 o,•ow orr. otatrrig for handling as reared. P2 -Lia A3WT 'A See Veage Guide. °':; •. •:..it`� a j -"- 1 I A. See Table 7 to , web lateral bracing '< ri L .t� �,n.u,+••'' , reauitements. ' =1 ,'%'04 I've, 4 17 Q�•„ `-=� ' •tote v SLOPS t2 . "toter' .`,`7ltC![tifr LLJ =� i C 6 o,��r� �T r J •� �� it �! / C7 { A IN TAIL: 2D P7•l�.$- =--�IPg,�i'+� TYPE %W SPAN=L rJ UKC C^DF 21— 0" D.C. De Pi Yaw aur for use can rryvo•Au mmeaoz. This teas is des9K•d u an Inanauu bulldog cattomatt. � 4/12 SL0PE PT PLATES s a M Be tiCOr "Ca Into a Cullom onign at pie sdecacalan a me xsarw of std building. 8ractg soecated aro lraal UWw a InOnlial Inas manilas mn AOOdQtai vuInp at Ina ormil structure rmy -rza at reputed Fa crucial Clime t see bneP1 Moot Trw=*. For waenC Inas oxty reoutrsnaas canaa NYBRO Q/R • C O U C F I P i H F: M F I R tiumam orspxr. for mmnr.an rawrctQ laacatim. owial controt, siorne. pewerf. el=lcn aro Mwng of pusses. OWMA the wwry CMM rretr we tae Recslesaaaar Can af Standar ►rada:e•. 6/YD/NEXPING.INC. 20/10/0/102 4 0 P S F 0 1.25 •Anilave nom Inas Plate "sltula. 1411 Rggs Rua lmmsripe. Mar1lrid. 20783. 80X 1759. ST. LOUIS. MO. 83177• QMycro-Air Engineering, Inc. 1979 1 I Design Information TC (D -L) = 30.0 PSF 9C(D•L)= 1U.0 PSF DWG NO. P79-3010-UP2F- 704 TL(D+L)= 40.0 PSF SHT NO. 10 DATE 3/23/79 STRESS INC = 1.25 2 Maximum Chord Spans (Ft. -In.) LUNBFR CPACE TOP CHORD BOTTOP CHORD =DOUGLAS FIR= 2X4 2X6 2X4 2Xb NO 2 30- 2 44-10 32- 1 43-10 NO 2 DE`ISE 32- 6 47- 8 35- 4 44-10 NO 1 33- 2 48- 0 36- 4 47- 4 NO 1 CENSE 35- 0 48- 0 39- 3 4e- 0 SEL STRU 34- 9 48- 0 37- 4 47- 4 DEN SEL STRU 36- 4 48- 0 39- 3 48- 0 =HEu FIR= NO 2 26- 5 39- 7 27- 6 37- 5 NO 1 30- 0 44- Ow 31- 4 39-11 SEL STRU 31- 9 46- 51 31- 4 39-11. •RE0IIIRE5 2X6 SEARING #REQUIRES 2X8 BEARING 3 1 Web Requirements (Ft. -In.) _TZ De rawtree Eta gerrerti wmree see brac7p wow, trvua•. sw sbac0e Inas bacro rawrelrMS conga UNP..RACED WW1 BRACED 2X4 WF9S M1 W2 LOCATION NO. W2 F.F STD -DF 4R- 0 48- 0 48- 0 48- 0 CON -OF 4e- 0 46- 0 48- 0 48- 0 STD-t+F 4P- 0 48- 0 48- U 46- 0 CON -NF 49- 0 48- 0 48- 0 46- 0 2Xb WEBS 37- 1 36- 8 3 1/2 1102 -OF 46- 0 46- 0 48- 0 48- 0 1`102-4F 48- 0 44- 0 48- 0 0- 0 4 I Force Information L=Span (FL) CHORD FORCES WEB FORCES JOINT LOADS C 1=' -90.6L W 1= -15.5L J 1= 11.4L C 2=. -79.7L 2= 25.0L J 2= 15.1L C 62 58.6L J 3= 14.2L C 7= 86.OL REACT= -40.OL J 1= 6.61. DESIGNED IN.ACCORDANCE WITH TPI-78.AND NUS -77 NOT2/: 1. Cut all rr.ee bow to bear. 2. Canter all olatea on both aides of joint . wide" A or Y tocanona are soecilted. 3. The Mrd labra:aror is rmoonsrble to pror•oe WaPng for handling as reauued. See Usage Guroe 4. See Table 3 for web lateral bracing reouuernents. 5 Plating Information soecmeo a 101 lateral sumal of nOeCts1l lista MffftM eret AwAvul wNrag of me 0,01111 St1UCTwe mar _TZ De rawtree Eta gerrerti wmree see brac7p wow, trvua•. sw sbac0e Inas bacro rawrelrMS conga HYDAD QII,?' JT. 4AX-SPANS(FT-IN) trues. Cow RIQ Olwwy Gera wMelP err tae M wenn as Cod of Stown hacuce. HYDRO -NAIL LOCATION NO. Dt' F.F PLATE: SIZE.' --X-- - J 1 26- 6 26- 2 2 1/2 X 6 PT 31-10 31- 5 3 X b PT 35- 4 34-11 2 1/2 X 8 PT 37- 1 36- 8 3 1/2 X 6 PT 42- 5 41-11 3 X 8 PT 46- 0 4e= 0 3 1/2 X 0 PT J 2 4N- 0 0- 0 1 X 4 PT SJ 2 4b- 0 46- 0 4 1/2 X 4 PT 4 1 J 3 39- 3 38-10 3 X 4 PT 4 1 46- 5 45-10 3 X 5 PT 5 1 46- 0 46- 0 4 1/2 X 4 PT 4 2 J 7 42-10 42- 4 2 1/2 X 4 PT 2 1/2 48- 0 46- 0 3 X 4 PT 3 SJ 7 32- 3 31-11 4 1/2 X 4 PT 4 1 40- 4 39-11 4 1/2 X 5 PT 5 1 41-10 41710 4 1/2 X 6 PT F 1 48- 0 47-10 5 1/2 X Is PT 6 2 46- 0 .4e- 0 5 1/2 X 7 NT 7 2 CHORD SPLICE. OPTIONS C 2 48- 0 48- 0 3 X 4 PT C 6 41- 0 41- 0 3 X 4 PT 47-10 47-10 3 1/2 X 6 PT 48- 0 4e- 0 4 1/2 X 6 PT - PLATES MARKED • RECUIRL 2X 6 CHUPUS GROSS PLATE RATING(PSI) FOR PT=171(DF)r 169(hf) r%IS:IS P2.L:P AMT ^ r ser C Y Pt-La2S -S P. I 'tet T a-6 I I7 x Q G= 72 v Jt SLOPE 12 2 ST1 C 9 C7 ' I C6 t"uss aoT© is P - 6 = IN TULi 1 P7•Lj S •S PBr SPAN I I n 0npt VVO Of for use aatl R101o•Av miacttas. , No if= IS 0:19le# IS an 1141, utl b#10v9 ,01 WOO . a a fe be ocaroanea arse a babrq oesQt V the soeCritrJlton #1 ate angrier w said wnmp. &actrq soecmeo a 101 lateral sumal of nOeCts1l lista MffftM eret AwAvul wNrag of me 0,01111 St1UCTwe mar _TZ De rawtree Eta gerrerti wmree see brac7p wow, trvua•. sw sbac0e Inas bacro rawrelrMS conga HYDAD QII,?' wldrlg eCtQler. fa raw Man Iegar#rq Iaweaal. Curia► carnlbl. Staaile. Oerntry. erea n aro trwrg w trues. Cow RIQ Olwwy Gera wMelP err tae M wenn as Cod of Stown hacuce. ENGINEER/NG./NC. •ArluaDle "in Truss Puma nuitute. 1411 Riggs Raab. n=mue. MahIaIC. 20783. Box Mg. ST. LOUIS. M0. 63177 -1 t 1 wlTa.r •ra:uc = •tom • ,`1 ta01hN TYPE 700 UNC C^DF 21- 0. O.C. 4/12 SLOPE PT PLATES DOUG FIP t HEM FIR 20/10/0/10= 40 PSF ? 1.2S Q Myoro•Arr Engineering. Inc. 1979 MBR LEN FORCE MBR LEN FORCE MBR. FORCE MBO FORCE JT PLATE JT PLATE JT PLATE 1- 2 6.19 -1518 5- 6 6.83 859• 2- 7 70 3- 6 413 + 3X 6 3 5X 6 5 3X 4 2- 3 7.00 -752 6- 7 7.00 1439 .2= 6 -765 4- 6 -i76. 2 4X 8 A ?>! 4 6S 5X 8 3- 4 3.42 -864 7- 1 7.00 1439 7 2X 4 4= 5 3.02 -1044 JT REACT MIN BRG LUMBER SOLUTION 1 729 3.50' TOP 2X4 OF -•L #1, 5 729 3.50.' 80T 2X4 DF -L 01, MEH 2X4 OF -L a3, 1 3 5l �FESS10,4/4 DESIGN LOAD QQ' 4p G P Fi�C TOP LS_- 16. PSF TOP OL- 14. PSF SOT LL- 0. PSF SOT OL- 10. PSF CD 13%43 *3sSF RE XTION UVEN L-. i IN AXIAL STRESS MLY E•� \ OUR OF LOAD IRC 1.25 lqT` SPACING 24.0 IN 0/C 0. �,4��o NON-STANDARD LOAD JT l_8S SECTION PLF N•10111AE NONE REC C48= 0.26° AT 7 3 DATE 9' 14 %88 TZ) % 1 JOB 4.00 .�-. � 12 SHEET OF 2 4 _._ co Li �� I o C 7 6 * CONT IX 4 LAT BRC6 f1AIL H/2— 8d CON 0/A SPAM 20-10— 0 (FT, INCHES. 16THS) SCALE= 0.224/1.0 �•.:•: • ��•.- -eco. _ssrs a,e •t c•e n^ .�.ra•c:t.-a-t•:;-a:-•rr--a-.c:'_sses.-a •r;^.:e,c .':•,p :cs.m;.- a-. 'a•'e;n:•^-:a:e•a'r; •ces s,a•r 1 7e s., ^•eC •,C �n1:10-Y : r G:' e's ,a•r',,: ^a••o ^; n e;sr: a: a••: e•e:?e^ e•a'.^� .s a'-a.s e:. yea r•:•�a: ,,^•t:a_:o-.a•r a: •.o•+ br :•ries rr�r••es • ^ :t-:ti,1 a'� :'a:•r•; .a••• •'.1: r::d:•pn :t:«tt' I•.,sses !a '^e s.,:e-•s•>^ e' e•ect•c•• c•:•_s: rs sla''c<�^oe• I^t con: -on •a:< SO^S e.Le •r crJ •^• rat s:a'a:•on o' I•ussrs r'c•es. I•er•a' ae.ee ana, Dt so.:;,:: r.eex^ ,'^ce^•fw<>d of conllruclgn rsa:s•Vta:er Inarl Me ees•-.' uas s^.i::ncl5e abol•o, Ic:•'sses a: a,s 1.-.t �Q fay oi'41 Ma Ina - e• ;: CfI,e ereUoa vs" M am," i i'ysisialt fas It nl •; a ms: era;:kt.i Co^iblt!fd r1 c•• :.1 •�.•d :tit_- •:•S -is c•••t '•a�.;-a' �-_ rc.c- s a•s:. -- a-- es ; ct: ca f lC'-r:':' •. a'!1 :'a. :.t '?: a't: :' 'a: t1 G' :'r _:1 :"e fes.-.: �' t;S G' -C'•• 1e 1'•C ••, 1 a:: 0•a:.-; a'.a r•e::•o- 'eco'* •-•e-.La:!.,s a•e :: r, acre•aa,ce-',:'a:•,;e•..:r�:•_s1r.1e:•'- 3 II an .,a • a.a' :•. ssra ,^,I re:u••rs r.:•e .an 0^e :•.SS I•u SSeS 3^�I: V. la G•ta!ee as a se:O ale •: :ler ra••r: y [ranee as Wore] A irat oes.;;% as",,es ComDoj Sf On ['W as II:o C, G:,!C^+* a•r CO�ILnuVuSfe ba[ec Dr sneal!i.rig Y:Y•e wtl&-i ch0•^_s ., 1lnSZl' a•e'V funj ba:ea N a f`•oc<•rj S^p'e'­a ctd.,q IS*iif-+'c"Ic''F D;ACt: A! a�•'J1•^u^SE44;ln of 100'bc • its s- . � _ .r• • .s •- •�Vr :r"r':'.c a'.-. ;r-:C'.•-rS 1'a'__ :rr e. •ret e -r. ;:es r:w• ae a:•_a ^a-_'a:•,r: 1: -.. •••!•: :: :.t •-C'l•a:.:S:r 'G :t..a. .a.: -; er: e: r. ^.c'^ a cC-•C :...': o' •7a: •; e•4'] •••.. 'e ••. 'Ca- :� '.a.: 'r. sea a• ••e ow.r C':• r •.:•.c a'c• c'.a•c':ec l � I THE A.C. HOUSTON LUMMR Co. S •.e 15:J I r•_'O. Ca'.!^•� i `.!.^.:1;15: y1]-: _. _ A., LUMeEA SHALL BE Or MINIMUM GRADE A SPECIES FOR IRUSS SPANS AS NOTED BELOW. 100,918S Fn mar be wesln,,,ld -n<,! H-ra n {p."f..d 1 CHORD SEL STA NO 1 NO 2 CONST. SEL $TR, NO 1 SIZE DOUG FIn M,VG FIR DOUG FIR DOUG FIR ' HEM -FIR MEM -FIR NO 2' HEWFIR CONST. 2400. 2100. -EM.F.R MRS MSR 1651V MSq 1.So 1.W MSR MSR TOP CHORD 2x6 x x X BC•Tt0'A CHO 2x4 x x ' v (B I.IEMREAS 2.4 STANOAROOR STUDGRADE HEM-FIR.2,3 02 HEM.FIAOA AS NOTEOON OESIGN ITR66 ' AN Mote: flip /1 - Two'complete trusses required. Join together with I6d nails at 12" o.c. staggered throughout Top Chord, Bottom Chord and Krebs. Flip 92 & /3 - Single Member Truss as shown. 2x4 Stud with R -.8x3 2'-0" typic 1 03 r 8'-0" `l -I /2 R-2.4 x 7. 5 ` ` I, • r; - /1 R-4.8 x 6 2x4"( 114" SPLICE rR -4. 8 x 6 O SPLICE -1.6 x 3 d I s 4 or higher R-2.4 x 4.5 1/4" GENERAL NOTES: (unless oth ,-se urienv (1I I. Instaeat.°n -s enwoy the ,esvonSS0,61y 01 Ime re$.I -t_ conlractw. 2. AC wacnq, lernppra,y and pe,maMgt,'a,es,Sl lalaa' laces to be des.gned and PlOv,ded by Diners. 3. Devgn assumes' Ory c°•IOd. of use ,n nonca,ovve enwonment 4. Desgn assumes Ia,e,al b ao,.q at 3•oc top ch0,d. 12'oc boll m chord 5. Desgn aswmes full beanrlq at wppWs $n,m M ,.edge d necessary 6. Cambay buss to U720 belw"n suppons 7. Adequate tka,rlage n aswmed. 8. 1.3 00nenuous Iale,al Wong requ red whale shown,• 9. Inlpaa bndq'nq or lateral wac+rg recon -ended ., t,&e sh0-+1.• 6H-28-4-33. 41-e3 DAtEI 7/4/76 OVERALL SPAN OF 281 0• SPACED 24,0. O.C. LOADING LLeDL ON HOOF a 23.00 PSF DL ON CEILING a 10,00 PSF- TOTAL UESIGN LOAD z 53.00 PSF• - 5 PSF CEILING REDUCTION TAKEN (5/8. OR( GALL) LOAD DURATION INCREASE = 1.25 "c+^+ .1r"' T• TRUSS HEABER FORCES y° o` HIP al SET SACK 810• REACTION* 1029 y't+4.1rf p'`Fo;' •- T l -49928-1--- •. 4736r l 690 et 3 165 0.x1% T 2 -4736 8 2 6225 n 2 -1578 H 4 -1578 T 3 -4136 8 3 6225 M 5 690 =ML ;6 T'4 -4992 8 4 473b ? e tT.a' ' ,. o HIP e2- 3 SPACED 240 O.C. REACTION= 764 +AAr a. of 4 ........................ I 1 -1848 8 1 1754 11 1 253 r 3 69 Hip I1• R-2.4 x 7.5 T 2 -1754 8 2 2276 w 2 -553 w 4 -553 Hip 12 R-2.4 x 6 T 3 -17S4 8 3 2276 w 5 253 i 4 -1648 8 4 1754 Sy--mmetrical About Centerline CAMBER TO 3/8• BN - 28 - 1 - 33 11-13 E-PwIi t, l'LCo..tCTO"IA.S.V-dW-O.wy20rm1r9a•'4+•r.,.e,..w.e..e..p,e.e..w.. lT nLE NO.: • Un" ft: SLAT( i.0 Or V w u.Cw[l j creetaWAVM. •-I.10 0.r .0 A. 1r 0 0"I3•'pr,e TNe, -. P, Wwd 0-brr .o1'.2f"e c M k;IIgi ti. e..4 :YM. eer,-F.IowFawewnwaM 10a4nr. ,.,.. OA TG 7/4/76 1l,0F+.e w ts.-a''Al. 1e r..1 t>. w A. 10•{ ar' 1o,r t..w we tAro-e .e T. ,a, r 2s' . n" e e raw r. w {„a. t» .e{wAw ..,.. r1w.r. • {{.oA..a t AEF.: S-25-1 OEs. BY: RUSWM CIL !r: Pr.. - on - a ,0.erwwwm-.av .e, a -.,t r.ro ,e. r .r.e, r,e -r.{ a -1.e rrsA{. 'G' .,e.1a y. oaa w.e w e.,wa tw 20 a \__--._/ S J 1 ENCSNR O...O:rw..*..t+1zal.emtew Mt frM.rYOK.en.w M... -.mc N. -p -t.-.--. ✓.w.eN.-. eNe. .re WK O.sO .✓/•w 1 C e 0 M., W1 a zr4rlo0e company,