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SFD (11413)52070 Avenida Madero 11413 14 tu',H;rcu. r P.O. BOX 15041141. YBuilding " t 7&105 CALLE ESTADO d"N' Address A4Hac?a~cs f' LA QUINTA; CALIFORNIA.92253 Owner Mallin BUILDING: TYPE CONST'. - OCC: GRP.• Address 45701 ' Ca Monroe 5t A.P. Number ro:5'3 " –r- 105 - City Zip Tel. Indic .:' 922 1 34 7 '3257 Legal Description # Block 3.7 Contractor owner/tuilder Project Description SFD Address City Zip Tel.: - State Lic. City ✓: & Classif. Lic. # Sq. Ft. `" No. No Dw Arch: Engr.; Size «12• 2...--.-, ,-.. Stories:. = units' .'Designer ;: 1. _ , New g] Add ❑ .' Alter ❑'=r Repair ❑ ,' Demolition. ❑ AddressTel. Permit. doea not i; e]_1atie . block. wailsor City ZipState s+ "noo + , Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and + effect. .. •i , • ... - . •_SIGNATURE - / I DATE - •. ' OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that 'I am exempt from•ttie Contractors License Law for'.the following 'FJ 6- reason; (Sec. 7031.5,Business and Professions Code: Any .city. or county, which requires a ' 80 permit 4o construct, alter, improve,. demolish, orrepair any structure, prior to ,its issuance also 'AMOUNT ' requires the applicant for'such:permlt. to. file a signed. statement that. he is licensed pursuant to - PERMIT.., ... the provisions of the Contractoi's"License`Law, Chapter.9 (commencing. with Section 7000) o/ r•• - Division 3'ofthe 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" - Plan Chk, Dep: -' subjects the applicant to a civil penalty of not more than flim hundred dollars.($500).- ❑ l,.as,owner of the property; or my employees,with wages as their sole, compensation, will. Plan Chk,' Bal. ". 3 , 4 7 , 93 do the work; and.the structure is not intended or offered for sale. (Sec. 7044; Buisness and+ 536 00 Professions Code: The Contractor's License Law does not apply to an owner of property who Const: builds'or improves thereon:and who does such work himself or through his'own employees,+ > • ,A g Ge y provided that' such improvements, are 'not intended or offered for. sale:. If, however, the. building.. Mech: + = 4 or Improvement is sold . within one year of completion, the . owner -builder will have the burden, , - y . ,of proving that,he did not build or improve for the purpose of sale.) EIBCtrIC$I +, .. S 51•`_ 0r.cas owner of the property, am exclusively contracting with -licensed contractors to con- . Plumbing - - _ t. 3 U.e 0,0 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 %r S.M.I. 7. 70- # such projects with a contractor(s) licensed pursuant to the Contractor's: License Law.) ❑ 1 am exempt under Sec B.'& P.C. for this reason Grading 2{) Qui / Driveway Enc. Date'. r' '' " 'Owner' .i ./ % ;''=.- .• -_. Infrastructure 1 552.61 Precise Nbari 25.00 'WORKERS' COMPENSATION DECLARATION I hereby -affirm that I have a"certificate of consent to self -insure, or a certificate of •:, Worker's Compensation'Insurance,"or a certified copy thereof. (Sec. 3800, Labor Code.)' - - • - - Policy NIf .. Company. . , _ S , O,Copy is filed with the city" ': ❑Certified copy is hereby furnished. TOTAL 2,996.25 2,996.25' CERTIFd W0RKE SI COMPENS TTE OF ^IONI NSURANCE REMARKS .(This section need not be completed If the permit Is for one hundred dollars ($100) valuation or less.) .. -- I certify that in the perfoimance.of thg work for which this -permit is issued, I shall not employ any pperson in any manner somas to become subject to the Workers' Compensation • Laws of Cal ,fo_rnia. t Date' Owner ti ' ' NOTICE TO APPLICANT:. If, after making this • Certificate of, Exemption :you -"should become ,.ZONE: BY: " subject to the Workeis' 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 This is a building permit when properly filled out, signed and validated, and is subject to FINAL DATE INSPECTOR _ expiration if work thereunder is suspended for 180 days. ' I certify that I have read this application and state that the above information is correct., -issued by: Date Permit' 1 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 . • r `' , Mailing Address Validation: City, State, Zip CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL S0. FT. POR. S0. 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 SLAB GRADEROUGH FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED ROUGH WIRING. LAUNDRY TRAY AIR HANDLING UNIT CFM ROCK STORAGE 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. SO. FT. ® c BATH TUB SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Vi c SEWAGE DISPOSAL FINAL INSP. SO.FT.GAR ® 3/ac HOUSE SEWER WATER SYSTEM GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PLCK.FEE CONST. FEE JELECT.FEE SMI FEE PLUMB. FEE STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK 10, GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADEROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER aaAw"m-rmK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH)//. In METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE ,5L GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING CU. yd. plus x$ _$ LUMBER GR. FINAL INSP.1/-3 r3 FRAMING p J FINAL INSP ROOFING zCt —?, 1 / Y ?few p _ (/ 3 [ VV/T REMARKS: VENTILATION FIRE ZONE ROOFING: FIREPLACE SPARK ARRESTOR GAR. FIREWALL 3„73 LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION - CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL 0 3t ttitbin dub, SdfL t4trmon Thii Certifica.te:-issued pursuant to the requirementi of Section 306 of the Uniform Building 'Code certifying that at the time of issuance this' structure was in compliance with the various ., ordinances,of the City regulating, building construction or use. For the following: z —070 Avdnida. Mad x ; S 1+. .^ %; i$,BUIL6ING ADDRESS"- 52 lero t. Single Family Dwelling 11413.1; Use Classif6tionw ", 9 qldg. Permit No. V., Group R3 Type Construction V14 Firi Zone Use Zone SR Coachella Valley 45 .77 1 'monioe Street, suite G ._Owner of Building Address •C1CA 92201 Indkq, Day, Lonnie By I December 6 1993 Date; Building Official ),POST IN A CONS"CU00.3 PLACE ElliIIIIIIHM1111 NOTE: ALL GRADING SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF U.B.C. AND CITY ORDINANCE. • Qpp PREPARED PON cv 3 COACHELLA VALLEY HOUSING COALITION ND. PLAZA 1, SUITE G R xp. 45-701 MONROE STREET r INDIO,-CALIFORNIA 92201 (619) 347-3157 y�8 BENCHMARK: P.D. 105-70 ELEV. = 151.74 TOP OF BRASS CAP IN CONCRETE, 30' NORTH OF CALLE CHIHUAHUA BETWEEN AVENIDA RUBIO AND AVENIDA DIAZ, 6' WEST OF P.P. #48103 (AS SHOWN ON PROPOSED STREET IMPROVEMENT PLANS SHEET 23 OF 56) PREPARBD BY PROPERTY LINE = C 'Warner 7245 Joshua lane Yucca Valley. CA 92264 fE (619) 365-7638 engineering • ea•660 Perez Road CML 94GINEERING / PLANNMIG / LAND MAWEMNO $aIle C•t TC Cathedral City. CA 92234 ® (619) 321-4017 ear I" = 10t LEGEND — -- — PROPERTY LINE —� DRAINAGE SWALE fE FLOW LINE H•P. HIGH POINT FG FINISH GRADE TC TOP OF CURB RIW RIGHT-OF-WAY CENTERLINE CSG CURB AND GUTTER J NATURAL GROUND ELEV. FF FINISH FLOOR ELEV. -(17}- EXISTING CONTOURS 0- 5�" SINGLE FAMILY RESIDENCE UNIT 3, BLK 379 LOT 5, APN 773-203-05 CITY OF LA QUINTA GRADING PLAN 1 f PJCT. V2 C76.486,P 07,,08/92 16:16 a 17146828363 P.02 Residential Energy Saver Gas -Upright These water heaters meet or exceed the porloimance standards established undur ASHHAE Standard 9OA-1980 when tested according to D.D.E. lest procedures. Natural Gas boaters equipped with specially designed Aluminized -steel L P Gas beaters oquipped with high burner for use with enorgy saver performance cast Iron burner. Tho bust L P models. burner availablo. NEW LOW CONSUMPTION PILOT 8z�exsy Saver Models Foam Insulation (R valve 18.(37) meets California Energy Commission tequlremonts, Title 24 and S.C.A.Q.M.D. Natural Gas oplf I LP Gas Rea Model 081. Input 90°F. Model Number Cap. 07U Ries Number GPH A 8 C 0 t: Ree. R. to FI. to FI. to App 081, Input 90°F Flue Jacket vent UP Gas shpt Cap, BTU Rise Conn, prem. Site Cote, Conn. Wt. M-4.30TOLN- 30 32,000 32.7 M-4-3015CX• 3D 32,000 32.7 sow 1104 3" 661/4' 14- 102 A&4.4OT6LN 34.000 34.8 M•4.40T6CX <D 34,000 34.8 _69>!4'_ 20" 14' _ 116 . W4.403TOLN 38 40,000 40.9 M-4-403T5CX 38 40,000 40.9 figs/.• 20' 3"68r/4" 14" 129 W4.6035LN" 50 36,000 36.8 M-4-SOS5CX 50 38,000 313.8 60%, 224 -_ _3" 60/4" _ 14" 140 M•4.604SUN" 50 ,. ..., .............. .... 50.000 51.2 M•4.504S5CX 50 50.000 51.2 8Or/a" ._... 22' - ._. 4" 66%' 14' 150 . M-4-76S6CN 75 76.100 76.0 M-4.75SSCX 75 75.100 76.0 88244 26' 4" 513" 21" 264 'Not equipped with tinder Combustion Chamber Door, •'Por S.C.A.G.M.D. rsquirsments ehsngs "L" to 1-811 on Worst pas models. $ulta41• for Water (Potable) Heating end Spaos Hooting Toxic ohomloelo, suoh as those used for bolter treatment, shell NEVL•H be Introduced Into this system. This unit may NEVER be connected to any existing heating system or oomponont(s) previously used with a non -potable water hoating appliance. General All gas water hoaters are certified at 300 PSI lest pressuro and 150 PSI working pressure. All water connections are V4" NPT on 8" centere (11" centers Orr 76 gallon models). A11 gas connections are 'b". All models deslpn Certified by A.G.A. and peak performance rated. Change suffix number 5 to 10 for warranty identification. Recovery on Energy Savor Models based on 764 efficiency and 90eF. riso. Hand hole cleanout available as optional Item on 40 gallon size. Dimensions and speolAoallons subject to ohange without notice /n accordance with our pofloy of continuous product improvement. 2 -Your Limited Warranty on 6 or 1110 -Year Limited Tank Component Parte Warranties BRADFORD -WHITE BRADFORD -W H ITF CORPORATION has a 2 -year CORPORATION LIMITED warranty on replaceable parts- WARRANTY; protects your Invest - thermostat, burner, magnesium ment In a quality glass -lined anode rod, dip tube, draln valve. heater. If the tank leaks for These quality components are reasons of faulty materials, work - manufactured for us by Industry manship, or corrosion within the leaders and will be replaced In the warranty period, the heater will be event of (allure during the parte replaced with a comparable heater warranty period (exclusive of of our manufacture (exclusive of shipping and re -Installation cost.)t shipping and re -Installation cost).t t8ome states do not allow limitations on warranties. See complete copy of the warranty included with the heater. • •ILO • • •) i Corporate Off Ices 24th & Ellsworth Streets Philadelphia, PA 19148 216-546.3800 Service Centers Atlanta, GA 800438-11081 In eaorgla 800-822.9706 Dallas, TX 800.943.1799 In Taxan 800.441.0062 Mldisvllle, MI 800.772.4839 In Michigan Phna4eiphla, PA ODa630-2020 In Penni ylvanla 1300.332.4020 Reno, NV @00.902.3223 Banta Fe Spdngo, CA (Loa Angeles) 800-882.9996 wealoorou9h, MA 500.937.5299 104.13+8v. e91}691.0 Quodity Products Since 1881 Penrod U, u.s A. Verification of Roof Truss Design and location for dimensions and loading shown. No Inspection Implied. Cw.;L—James C. Kiltinen R.C.E.#33783 8R0` iN& HONEYOUTT.INC. CERTIFIED INSPECTION N IC80 AA -583 IIN STRICT ACCORDANCE R S WITH UBC 25.17 PREFABRICATED 30% 3(' ATT)C ACCESS. ALTERNATE TRUSS LAYOUT LL (SEE ATTACHED ENGINEERING). ,. 30 ,. NOTE: BUILDER MUST VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 1) Cross botching Indicates sloped telling. 1) AllIn: ba.a• by otbars. (619)244.8887 BROWN A HONEYCUTT TRUSS / /��� L w H� " VALLEY Date: = 2_x4 Top chord J) In•t•llat ion and Dcaeln; is the rssPonstb111c� ofar _ Scale• ' TILS R�"f '>C I.7j the builder, br•elna Is of v1c.1 leportanca. care tollr rood and [ollw alI Instructions ;Iran. SYSTEM$ INC. HOU�IIJ+j COALITIQN Dravn: LTecked: )? 1,t�, qty 4 [-7plt:h Cn4ZA4Y a) Zero. cop las era reduced •nd at. not to scale. HESPERIA. CA h �� 1222-*, I✓LI_V PUTG� } 1/ "" ' . J U C Truss =r-idex C I Basi:- Ltri Qty Span i Description Left Right Tai 1 s Lt R: 1T 1;z -1 4- D'' o'' I 4PUT22- 2-4-4- E75i G I Zo'-8' 3 842 SILL oil oil 4-o �2 I 4,7UT42--2-47 - 4 r Z 3 , 332-I�� • �� 2-0�� CANT Ig" I Imo' -o'. ,r-��:►�, .iu, d' dl :---.------ I 118" i 14o 2-2-'kZ 22.7/c�' x4 X.OD O o O Ycn LJ280 SO U 0 W O v c .10 d I coo -5 ¢ c a O r :n rn I o— °` = V j � N or- - O w m - m � a I L'ompuTrus Inc. TERMINAL HIP SETBACK V-0" FROM END 4ALL A.. i``Y C -4X6 2.5" ItC-2.SN/.I SYMMETRICAL ABOUT CENTERLINE FILE NO.' THIP - 14 - A- 35 DATE 6/1 /ma REF 25-1 TEES BY NT TOP CIfOnD SEG STANnARI1 OOT 10M .1101 •lY. wly s.rN..p: ... .. . OF n • OenerY Mob4 MnbeO eM.en•Iee nOle�. TRUSS BRAN 141- 00` 1.D..gAbw�pperlbraMYww„ub,.,wb,pjy�t LOAD DURATION INCREASE • 1.&5 such as brepolerp and pernlenere Ww" is M e,y frovaes0 by emere. • LOADING B•We10nelewnelftNoanelellenlchords bMMabpWOO" YY •ae.nencMIY-0'ts "ll"'C . ' TC UNIF LL+DL• 60.0 GLF 0 . 11« �0mm�06iit1iO��•"#'Stu �w"winnN *WI .0` TO 14 .�" VERT •11•yrMTrweplate MURW BC UNIF LL+DL• 22.3 FLF 0• •0` TO 141 �' INiteneftkgor MYMeereelrocwwee"ow.., . � ` VERT B. It Pod trbprq ae bbrM Oreerq recorr.rnenesl Mw she TC CONC LL+OL• 840.0 LBB Q 71 ... SINGLE MEMBER FORCER T 1 • -2241 B 1. 0" T.D+Ypn uvneot llweeeere1pis roa a aiify as 0. , ,cir»r ..° irw�ie'n 2126 N l • 137 "14111 and we 11a,"00el 1 conlon- a we T 2• -2241 B 2" 2126 B. Design eeewne• hA beerrp at as euppale In&" Baan sr wefts p • n•esua�. REACT 1 ONS 1 LEFTB. 00810" eesurnee adequate drainage b ren~ 998 R I014T • 998 10. Pblee OM1 be 10aNW an loth IeCe/ at fuse " pbeee M Me Writer On" esineld- .en pry ee.e« w. 11. Day1O h1010Me Y» Y plele M NeAee. Qaof ESS101 It fa MYC MYpn whM a M Ca"pnw0►bb.YM00b�N M p.eM �Q�O.� R• ,q,p���t•� m. IB.T»C•n�rrve, B.al2eei.brl+.ew. 1�. oeevolow 1161 rdoebe 10 to naswW b rel All mr4wesw 40 M V �] (� OR Mnel Bpeoe woes: a O. 270 0" panel vows .paces we bC11ee N Iii M Anel length •/• B' at sane, Ono a M pen,.4celle Exp. 3/31/,95 rc 2#4�1 1 R IL .. ' • r�.rry ,7i Nnl ♦ a. a" C -)N6 -sLI L ee - 1 ' � NMN , Ie74e•1 s•11 11061 •rerl ems•.•• 1N1a1M SPAN TO -0.. cmw FOR 111E SPANS NOTED BELOW. LUMBER SHALL BE OF 111E MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250 F 2100 F 1950 F 1800 F 1650 F 14 50 F SS DF q 1 DF b 2 DF SS HF N 1 HF 2x6 2X4 a MIJUIS • ; ■ 4 SIANDAIIU 011 STUD GRADE ITEM - Fill. 2 x 9 11 HUM - I IFI On AS NOTED ON DESIGN e► MN v �t':.( , I t Skil) )� SS.� Compulrus Inc. LOAD DURA71ON INCREASE:,`' 1.25 i ..""•„.;.i' . IIAXIIIUl1 FORCCS (14x56-10) •: .wr..r.r.r.r.w..•w.wr".. w'+ WADING `::"a':;;. •'•: TOTAL LIVE LOAD • 16 PSF - TI -10519 BI 9980 111 6272 TOTAL DEAD LOAD • 19 SPF 70TAL DESIGN LOAD - 35 PSF R 6652 •WHiNIOADDURATION INCREASE - 125 ME LOAD REDUCED PER u e c wee SEC flISIWIIPI0021 __ • 5.5” I C-S.SxI.I W 2x6 4 L 10s x4 31 2x8 C-50.7 I SPLICE CHIe-IxU.6 1/4.1 STAGGER SPLICES ON ADJACENT MEMBERS- ,` R STMMETBICAL ABOUT CENTERLINE FILE NO.: 11 clR22 - 16-i-)5 DATE 6/11/84 REF 25-1 DES BY SC SEO STANDARD J Cxc�.6M/94 r '� 'P G'.- h O0 P�o.3 7 3 < > w O. 29017 OF C 0� (j'j� � nxp. 3/31/9 1/4" .L /��� ENG\` �Q OeneU1 Note$, unlusS olheilmao rolod - 1 Multiple Members:lopcl.orderloweomembwsMeloba joined with 16d nada &112' OC througroul end slajpancdlo ' (woven) spldling at wood The bullom chords and add•IMIS ate 10 be joined with ednen 16d nada staggered 11 the on conger nailing specified. or 112" bolls staggered at 24" o C as indicated In the nail/boll Column Clusters at Ifid nags al panel points Shown "• " in amounts spealied under 011. 2. Sracing: AR temporary and permanent bracing to resist lateral for Cos to bedesigned and provided byother s Des.g.1 assumes lop chord is tatetsey braced sl a maumum of 3'0' o e. 3 Hangeis: Hangers are to be sited in accordance wdh respeclive design bads and supported NUSS opens. 4 Plates: Plates shall be located on both faces of the Trust and placed oro Their center Anes coincide with jarN cards# Mos Digits Indicate ole of plate in inches fat basic do �p values of the Compulius Plats, indttled by the polis SeelC.B.O.A.R a4211 The Compulius Not Section Plait is indicated by IM prefix •'CN", the designator fillnndicatss 18 ga. material is used. AM others ere 20 ga. C -5x14.5 uu C-C-30.7Of �R`\� J �orao6m -.J HATCH ADJACENT HEEL HEIGHTS � �Aw11"nW� •, r� I r_11� �-• M!� GIRDER SPAN LUMBER REOUIREMENTS 10PCHORD-2x& 110.1 Doult.Flr BOTTOM CIIORD-2x8 No.l Doug.Flr WEB MEMBERS -2x6 No.1 foug.Fir 'II10EPI AllMn1ID UN Dlsimp C Kaearra Tia T.aa*.1s .iter w+ soon a r 7 culou E 1 It r r..r w. of a � 2 Mbn•. Mbr. ' Glydar 8 Mbr. Gird"', Glr dol• 1 Add -On to 2 Add -Ons to Btm.Chord Stnl.Chord GIRDER Truss Too Na 1 Truss Too Nail Clot. Truss Too Nall Clot. 'PRN 16pan Chd. Bolt Span Chit. Bolt Boar. Chill. Bolt at 0" 60. 0" 4 BLT 601 6" 4 BLT 9 60. 0" 4 BLT 7 9/ 0" 601 0" 4 BLT 601 0" 4 BLT 10 60. 0" 4 BLT 6 101 0" 60' 0" 4 BLT 601 0" 4 BLT 11 601 0" 4 DILT 9 III 0" 341 B" 4 BLT 601 0" 4 BLT 12 60' 0" 4 BLT 9 A791" 411 0" 4 4 At 4 60' 0" SJ' 4" 4 4 BLT PLT 14 IJ 60. 0" 601 0" 4 4 BLT BLT 10 11 131 0" 1 " 4 FLET 11 131 0" 31111" 4 6 421 4" 4 3 12 30'10" 4 BLT It 161 0" 261 6" 4 7 389 0" 4 4 It 451 9" 4 BL1 10 4i 2/33/1.25/6 Condition I •Dutch Gable to 24'-0" setback 4'-0" LOAD OUfIATION INCREASE •1.25 mpuTrue Inc. I'm end wall. SPACED 2l- OC Condition 11 - Dutch Gable to 24'-0" setback 6'-0" LOADING L Iron end wall. L • OL ON IOP CHORD • 30 PST OL ON BOT10M GIORD • S PST Condition 11 - Two complete trusses required. TOTAL LOAD• 33 PSf Join together with 16d nails staggered at 12" o.c. throughout. Condition I - 61MCLL MEMBER AS SHIM ,,.+• • FLAB ! N ` Q4(ji EjS/0�V�I 71a) C -4x4.3 to 241-0" 6.0" 1-5" R. C (2x4) C-44.3 to 111-2" 4.0" 1.5" b ?ace l r 4 cExp. 3,-'31/-95 k. Q- H- /P' Sl G'`: 'A' MO SPLICA ALTERNATL_ IFL_ICL (B-1) C-IN2.6 24'-0" C-2.5311to 241-011 rrS SS a .l to 24'-0" SYMMETRICAL ABOUT CENTERLINE FILE NO.; 4DUT22-24-4-35 CHORD DATE: mm REF 25-1 DES BY. sc 620 STAWARD 2x Ledger BINDLE MEMBER FORCEfi T 1- -2361 B i- 8430 M 1- I60 T 2" -2361 B 2• 2430 LEFT 15.00 RIGHT " 1300 joy jfES$/(?�a��/ Exp. 6/30/134 1-0:1-s- , 31 srRT� IL �P F 0c c p0EokX SPAN TO 241-p" 0soaral flows, unless ol/wry so need: 1. DedDa q wrpporl toe W es sra"n. N rlsnl lone nrMu� slrrwr� such as tempaary and psrmansrs too" to be osslilimed wN II.6�rowftd by osara aMpn assumes f o lop srrd seeom mads w W Wwssy traced w: • o' e.6 and al I r • Ir MC lospecinwit. B. f a wrrrr co0sooed bracing deur..lot '6rackv Wood Trusses f " • Is- by Ins lrws Pule Insimule. 4. 1 x3 oonWnow lalwaf tree braeng "ewe ww..n •. 6. l sped brldgkp of Ylsral aracbp recommsn od "tars ahoon a.. 6. Installation d buss to M reseponarbialy d ea reapecsve contrsaw. I.Oedgn assumes busees wtoW used h • non•corrorve wwrw► amid and we to "dry cawuon" of was 6 Design assumes lua basting el as ouppons shown, shim of cadge t necessery. 6. Design assumes adequate dnabaq M peo nded. 10. Plates elan be located on both laces of buss and placed w tau genial, erns Coincide Mlh lobe Certs, vas 1. Ol6ta Ydkele alae of pleb N Inchws fa ceek design raft s d 1M Corrnp.uw put. bdicaled by M pre,. C-. see LC.6 O. R R. 4 21 1 �k Ate Cwnprarum Nw Section Put V enOcetW W M pass "CN'. M a1t61 swa logo malwallewed Asodwswo2oaa 011 Panel Splice Now; On panel Pani 60hCes are WSW at 115 the panel length -1. 6- el e4hor and of the panel "d.rerad DOUG. via C- .Sx to 241•0" MEN -flit C -3x . to 24'-0" eedll Urpti. ♦n�N Ia�4 y4 '` 1 r.o wee i � Rena CF eCiw - i r y 9 4-00" m.rrlf�' molars ...0 FOR THE SPANS NOTED BELOW, LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250 F 2100 F 1950 F 1800F 1650 F 1450 F SS DF #1 DF #2 DF SS HF CHORD2x4 2x6 24'-0" 23'-10"23'-0" 21'-6"23'-2" 21'-11" 20'-4" 21'-0"TOP l7'-2" 16'-10" 16'-6"161-0"IS'-61,IS'-0" 14'-1" 1S'-10" IS' -0" 14'-0" 2#F li'-S" BOTTOM CHORD 2x4 24'-0" 22'-0" 21'-0" 22'-S" 24'-0" WEB MEMBERS • 2 x 4 STANDARD OR S71JO GRADE ITEM • FIR. 2 x 3 M2 HEM - FIR OR AS NOTED ON DESIGN [y) M LUMBER SPECIFICATIONS 20- B- 0 GIRDER 1RUSS SUPPORTING 8- 7- 0 ea LOAD DURATION INCREASE - 11.25 • SIZE SPECIE GRAOE NEMBER151 LOAGIN -I op allosift 13 Q 2. 4 OF 11 1-•4 0_ BBI ION CHWAa TC MIF LL•DL- 60.0 PLF 0' .0' TO 20' 8.0' VERI 2R 4 OF ►1 1- 3 BC Will` LL•OL- .125.2 PLF 0' .0' TO 20' e.0' VERT WEBS: 2a 4 HF STAND 1- 4 Two complete trusses required. OFF PANEL SPLICE NOTE: Join together with 16d nails ,s Off panel point splices are located staggered at 12" oc throughout. .at 1/5 the panel length +/- 6" at 3;either';end of the panel indicated. O'Except'end panels. O' AA A I • . ;,•rte • TPI 2 MEHSER FORCES ON General Hab•e, toeess OIh:lrA,Se ivied T 1111 -4140 0 1- 3928 M 1- -372 T 2- -3818 0 2- 2590 M 2• 1596 T 3- -3918 0 3- 3928 M 3- 1596 T 4- -4140 M A- -372 LEFT - 1914 RIGHT - 11914 BEARING AREA REOUIREO ISO. IW JOINT 1 3.06 OF / 4.73 HF FKOfESS;q.I, JOINT 5 3.06 OF / 4.73 HF Exp. 6/30/94 '° 33 8 OF CA0p� C-54.1 {S1 ' 20-08-04 Scale Job nettle' COACIIELLA Brown 6 11aneycutt Truss Systems, Inc. ynlgNlhlpL• General Hab•e, toeess OIh:lrA,Se ivied I. Itra1 e4 Clayman! Now. and W1dnp below twolwallen 011nn.h 1 gn to 610{1011 beets at VIDUM ? en p69AmL91hA OO�i an[t IKAIUm dintk to UB lalol�lr traced AI FILE H0. G-2OX$-G-35 , NaW<.Mew6ebnccAew6Nreelo<MbeNvke001e{Mm.dNONe-na 0 oe.81dJ 12'4) oe m90ndnelV w�lnpeMronoo+�lwebr.ee.1-+.en a I.e ro uee..► h,ar1 1laurt b maWIM s wr rtw.A •. 111p1ee -{ 3 7,4 Imll 1 Bird na of Wo :M hlrain recommmMd wtlere shrrrn 4 Ir6lellt n N cuss li tl10 Igst10r6dr at e1e restldt:114t cull'artor DATE• 5 2 92 l / • AIl•a,M to"-116vo6ernel+ewMbNl�e<+<Y-�N^+•s'�"1tl^rMa. 6 Dnspn FA LS IN95C. al1C to Ire Lr 1'1 { rrinvoroxnW e1Wf Mn.en!. "diy noel b• de.laned n•a IsMb" { by dwl{nar of esn..Mto eenr<t<11e. campul,Ye.... "-w"s Aa lapel»ester iol. 11101 et1 9 erd tee la Condeorl .d use 8 Dann aassla11es Ir41 trmarrlg al UII 04*4-0,ls st. -T Shm 01 rxx0;iC 1t 111".Ssa-y CtampuT-US Inc. REF . 25-1 DES. BY. RW I Ifo to" hou$d be spp\rd to olq o—WO-WA —ill *air. A brut.{ and Iretarnan eoanrye,4,wMM-. en. ello►Y rr/MeM anNnr il+n b.lp■ w 7. aryl �surn0s atmrM slate dlanage It [Mo.�<letl 8 +hales d1al tie Iccntrll all 1101h 1.6.. of.m...,I pl"d so Ih&r Ce.4IF R, SEO . 3308 4 2 bladtl fie Ib{ too owlpo w {. OorlpMn hH M coehol ore, and ■.Wn1.e to <.epen11W11y 1ol the Id�t tn11[. le S Ie p1•I f.6Mn civ 9 1 is nndr..alc sur el t;: an .iclx!s ru.,,r[.r•N •<r:.e<w. • <p.w. w.•1 r• trb,ksaen, Nandi g. .1 tpwa n w1neW.lbn dogmpgg.nb• 00 smile onlip" IAlnh 10 m tresr. cklslr1n rallxtc M 11-0 Co•,twrus Plate ritocated IN Ihn P1e1.. II:0D It 4211 Ver 4. 4 I. This dr.lpnb h-1MinadeAl.d le anlmrinna on by e- hnihrlr 1nMu.r 1A b..cl 1{ Mood Tlure.e, UWeaa';. copy of C', SR9 It the Crml,uius Wel SeU1M I'191e rS 1n:lralyd tq• U1e ff1rcAr CN '. U+9 des.,nala 1181 wdroles IS" matrual is rol All rllI-eli, we 20 rtA Ahkb WIN M bumitsh" by Oawpldlue ups-rryurat. CompuTrus Inc. cr. Poul I n (2■6) C-lrl,) to 24'-0" 4.0" 1.3" (Irl) C -)■4.3 to I4'-0•' 4.0" 1.5" NO SPLICE C-2.S■6.0 to 2l'-0" MICE C-506.0 to 24'-0" 12 1 ?% �,• (;^ ?'133 I i �'(1 ,17 ALTERNATE SPLICE (T;j OXIS) C-101.7 to 24•-0.• (IRI) C -2.3X1.) to 24'-0" YiI MATCH T C D 61 ALTERNATE SPLICE (SI C -2.S01.1 to 21•-0': svL4mttn1CAt A11001 CENttntlNE G I FILE NO: TRO42 - 24 - t - 404 ()ATE 6/1/64 ,,IF 23-1 1)ES nr SC SFO STAIMARD SPLICE (2■6) C-SOS.I to 24'-0.' (2111) C-A■4.7 to 24'-0" No SPL1Ct C-1.302.6 to 24'-0" 1 1-42S104' II.rarMSles..qn..e».rr"C«r.�r�►w.rve.t.6/rw•r.+r -C-.o-•tC•O.R4 4211_ LOAD D unatrtlu n+pq ASE 1.23 t1•. w t+a""'". rr.«.r.- "e"d 1.0" to r.iooen 0"r■ r■ ✓"-n Al IAr••1I..•.,..,- oft.w." OR hn•l 11000- ".a.: 6PAI:1I1. 1 n C woe •a be -P• •'F •n• P-"•'0.01 bi•a■-0 r be 0 if a H * Exp. 3/31/95 tOAl11/+n to&Aew H ~a 1, tt • 01 Or+ 100' CI.DnD . 30 ►SI 1.0""slwT"0910•An4bo"w"a.e.lisrM"Wesyb••NMt E DL ON 00110A1 CIInnD• 10 ISI• -rotteNNlf•0'•e /-•D-cw+'t. 101 At LOAD • 40 PSI •, S. Flo rreo.rv-o•.MrINse" M•M. ro•-♦re" Wood Inr•o•Ati1NT �7 • 1 PSI At Dlrr.1.0" I A-tra O" 4. I r 7 COMO.""a bow 40 -N W 6" -e-•• 0-0-0 .. 001 Tom C1101ti1 6011042 C100AD A•.A% $IRIS$ 004f 11 t "ttn•prr v t•ww M rOVr tserr.lrr.r.1/•• My M • n(ACTION. 140 r`O'^••• -' W ■1MIIM In144t U11o•ER /ORCtS S. I..1•rren M nw. M ►+&m le wrwy of ry r.yawe io+.w.r. L ndwo••00' rCa&■d""n 0too•w•Iw•o"rrevr"wa► / TT - -1639 S1 - 126) v1 - - SIB 14'-0'• TI - -1280 M2 - S) S P. D••q•l so""" M Dow" M N ft*PW" oeo"w op"or -'om• 0 n•o•tr-•y. 0 D••" o•o1■r.•o oft •'+•v 6 ah to Y Ye•rN 10. h•rM 6r"1 be W400d on /ere I•e" M Irvoo •n• pW" M /.r• o•I■-r Am" eaNCNO -'r. " 0••-•r O'W& D"s Y-rreo4 acts M PI•" in 1-C/ SPLICE (2■6) C-SOS.I to 24'-0.' (2111) C-A■4.7 to 24'-0" No SPL1Ct C-1.302.6 to 24'-0" 1 1-42S104' II.rarMSles..qn..e».rr"C«r.�r�►w.rve.t.6/rw•r.+r -C-.o-•tC•O.R4 4211_ O p Ig b%Veo*d by pw __ f e. C-nr.IIII wwko.loo 10 to -"A•rW in W" AA or -W• N M OR hn•l 11000- ".a.: No. 29017 OR P6,W Nerd NMa-• h We~ M Irl H "'Ofw 1e-I-s••'r•r"rarowrv".wWoeo"s * Exp. 3/31/95 .._ - 24•_0.• Ari�l�< ENG1N�'� E OF CAU4� SPAN TO 24"4" og;;t "m it DOIIC.PIIt � �- C-!.S■6.0 to 24•-0" c-2.501.) t• 2I'-2" Imom r+•1• -r CFIOnO 11,, ti i toll IIIE SPANS NOTED BELOW. LUMBCn SHALL BE OF ME MINIMUM GnADE AND SPECIE INDICATED SIZE I 2400E I 2250E I 2100E I 1950E I 1BOOF I trSOF I 1450E I SS DF I RI nF I r2 nF I cc im rl uc IOPCHOnO 3■6 24•_0.• 24•_0" 24•_0.• 7■4 21._0.. 241_0•'f 1 Il'_O.• 001 Tom C1101ti1 2■4 Il' -0•• 2l'-0" 14'-0'• wL0 MLM11E115 • 2 0 A SIANUAIIU Oil SILID GIIAI)E ITEM • FIN, 2 t 3 92 HEM • FIn On AS NOTED ON DESIGN Condition to Dutch Cable to 24'-0" setback 4'-0" from and wall. mpuTus Inc. Condition 111 Dutch Gable to 24'-011 setback ..........e.1......e....■+. . . • • . 2'-0" Iron and wall. Condition 11 - Two coanplete trusses required. Join together with l6d nail• staggered at 12" O.C. throughout. Condition I - SINGLE NQISER A2 SUM N Zi81i) G -4M6.3 I.D" 1 3". (2x1) C-1811.{3�•-�4.0" 1.5"11. I l 0 LOAD DURATION INCREASE • 1.25 40-41 IUb , unlase otherwise holed. I. Dos'" M eWOOD ads w Aa WW./L bowa1 Iwce 4 esawlaru SPACED 24'ON O C C-3.50.7 to 21'-011 ch a lernlpwary m and pe/aned a toscrho 10 a ouch seed LOAOINO CN- xl , to -0 odthar ded by oa I.I. • Dl ON TOP CIIORD. 30 PBF 2•� aaawnaathe lopardbouomcna'd4lobe warypapdYt OL ON UOI TOM CltORO . 5 PSF • o• e.o. and Y 12' • o' • o. rsepeco.ely TOTAL LOAD - 3$ PSF 2. Fos IaeommandedMacrnpdwata,sea 'Blacngwood llwwa,DWF 1 241—n- •_ • TS' q Mia T/ual Mala 111814101414. 1813 Continuous W«Y web wacno w+e/e shown •. S. "d boWgrg of latwal bracing racwnnlanded wore SINGLE MEMBER FORCEDshows••' S. rw"muon M rues Is M waponalb W y of IM IarpecM assess". T 1- -3623 S Iso, 3437 W I - -1192 T. Daelgn assume ruaeee we In be used In a non-conor o ensrm► T 2- -2469 B 2- 3437 W a. 10113 alardandtwotar'dryconoWon-ofuse. T 3- -2469 W 3. -1192 Eauoasrewnaafull bow" asasaupponsshown. those or dq-1 T 4- -3623 necessary. S. Design assumae adequue aawpa 4 provbed IS. hales shat be located on both laces a ruu and placed so tot LEFT • 1300 RIGHT . 1500 Carew Snee co1nc10e with pW ceder Nwa l ^` \11. Olga Indicate We Y plate N Inches .. For ask desbnvYwe d11M Cdnlphwue Plate. MOIW W q Mhe press .aa LC.SO.RR. 4211 Nw secton Rate is lnecred 61 to press -CN', so �� ✓' (Ig► bdc'sse l g go. wM«hl Is wood As sews We to @a 12 ALTERNATE SPLICE T� Lj "� �i�` OM Panel Space Nae: 2x6 C- x 3 to 24'-0" SPLICE 1- " D •� `- c^ 1 2x6 C-Sxs. l to 24 0 1. S t� i On panty pow aWcea we t«erea a U6 une (2x4) C -2.1x4.3 to 241-0" 1- • a: 1 :• parlenenWh •/- 6- &1 earwr end a the panelnacated (2x4) C=4x4.3 co 24 0' 1.S' Exp. 6/3�/j4 $1' FILE NO.: ADUT42-24-4-35 DATE 1/1/23 REF 35-1 DES BY: sc SED STANDARD MATCH T.C. ft0. i iS3 � NO SPLICE C -1.5x2.6 to 241-0" 4,._�_l 2'-0" 21 I£ Cts` A• DOUG. FIR BI 2x C -2.5x7. to 24'-0" �QQQ•OtC I�N9` NEM -FIR R• CqR� Fyn' SPAS' N To o„ c=�x9 i 24'-0, 1 � y 17 1 E :1%. 3/31/9.5 CHORD FOR THE`q SI2E I 2400 F I 2250 F S am s OW a Eeceneo.i 7 ova 1. on runura � Trow. rv�minewl - .-..r • P-a1.r • s+.+• LUMBER SIIALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 1R00F I IRSOF1 1450F lRqDF I min;: I N9 (1F I SR NF I viii 2x6 NO SPLICE C-3.50.7 to 21'-011 ALTERNATE_ SPL7Ct (81) CN- xl , to -0 SPLICE •_ i4 p C-50.1 to 241-011 24.-0..24' SYMMETRICAL ABOUT CENTERLINE FILE NO.: ADUT42-24-4-35 DATE 1/1/23 REF 35-1 DES BY: sc SED STANDARD MATCH T.C. ft0. i iS3 � NO SPLICE C -1.5x2.6 to 241-0" 4,._�_l 2'-0" 21 I£ Cts` A• DOUG. FIR BI 2x C -2.5x7. to 24'-0" �QQQ•OtC I�N9` NEM -FIR R• CqR� Fyn' SPAS' N To o„ c=�x9 i 24'-0, 1 � y 17 1 E :1%. 3/31/9.5 CHORD FOR THE`q SI2E I 2400 F I 2250 F S am s OW a Eeceneo.i 7 ova 1. on runura � Trow. rv�minewl - .-..r • P-a1.r • s+.+• LUMBER SIIALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED 1R00F I IRSOF1 1450F lRqDF I min;: I N9 (1F I SR NF I viii 2x6 241-0" 24'-0'1 TOP CHORD 2x4 •_ i4 p 24.-0..24' -o" BOTTOM CHORD 2x4 24'-0" 23'-7" 1 201- 0" 1 241—n- •_ Y11ttl MtMtltna - Z x 4 SIANUAHD OH S IUU LiIIAUE ITEM - HH, '1 x J Sl IMM - MH UH AS NOTED ON DESIGN _ ROFESS/p FON CAM ENDS UNDER 6•-B- IN HEIGHT Cc mpuTrus Inc. �e ���F C. Kl1� '' •• "INIHUN GABLE STUD GRADE 2x1 STANDARD'GRADE HEN -FIR Exp.6/30/94 GABLE END �C 3 3 V �P • 121 CAUFO�� • Ix/ DKACE AT 161-0.0.e;"OR AT CENTERLINE. ATTACH WITH 16d C-1xJ.6 Typlbsl NAIL. SIIOWN IN ( 1 , . - \ 7x1 STUDS •• • I 1 STRUCTURAL TRUSSES C -2.5x/.7 16• PLATE MAX. 121v i C -2.5x1.7 ISpll /„•I VARI :S 1••I�U.G j��� °•.,�'' • CENTER VERTICALS VARY AS REQUIRED �• .• l Iona s CUTOUT FOR 1x2 BY VENT SIZE OR OUTLOOKER y/.y t OUTLOOKCR CUTOUT FOR 1x2 OUT KER BRACING FOR CABLE END i Owq� / FILE NO.: GABLE END OAT[ 6/1/11 FIEF 21-15,IOES By. SC Ho STANDARD 1x2 OUILOOKER DETAILS r - NO 29017 f9 E EHG1N��'� lF U f C AUi awn.$ /w1 ' • 1 011 l ••.+r n+aw G3 O OFF STUD 1x1 ADD-ON. ATTACH � OVER STUD '�•,i: ��e,l. �l_- 1111 _�� WITH Id. NAILS AT 9.O • FILE NO.: GABLE END OAT[ 6/1/11 FIEF 21-15,IOES By. SC Ho STANDARD 1x2 OUILOOKER DETAILS r - NO 29017 f9 E EHG1N��'� lF U f C AUi 'L'HIMBER SPECIFICATIONS BITE SPECIE GRACE NE118ERISI TOP CHORDS: 2x"4 DF 11 1- 6 BOTTOM CNOITOS: ,, ' 2x 4 DF 11 1- 4 was: 2x A NF STAND 1- 7 FFF PANKL SPLICE NOTE: ffp� nel point splices are located t 115 the panel length*+J- 611 at ither end of the panel indicated. cept end panels. Truss not sylmnetrical. Orientation as showne 1. r12 C -3x1 (NS) 001 2 C -3x5. I (S) C-2.54 (ASI, C -1.5x A Ait::. int'. "big'. -7t 8-6-4 DesisAi adequate'as shown 3x4.3. TRUSS SPAN 34'- .00' LOAO DURATION INCREASE - 1.25 SPACED. 24.0' D.C. LOADING LL + OL ON TOP CHORD - 30.0 PSF OL ON BOTTOM CIORO - 10.0 PSF1t TOTAL LOAD - 40.0 115 PSF REDUCTION TAKEN ON BOTTON CHORD. AXIAL STRESS ON (Si C -4x4.3 I 0.25' C -2.5x6 (AS{ C-2.50.7 (NS! C-50.7 (S! C -5x6 (S) x4.00 4` Exp. 6,130/194 .•'7`? tc 1.15' (S 2.5x6 (NS) C -1.5x3.4 C-2.56 (ASI f\ OF CAL C -3x4.3 C-30.7 0 A1tj••I..t B.i-1-26:10--4 -1 Design 'adequate as shown - Scale: 1/4' R-6-4 i 26-10-4 NDN -CONCURRENT] N TPI SINGLE MEMBER FORCES ON T 1- -3037 B 1- 2881 )f 1- -436 CD T 2- -2700 0 2- 2278 M 2- 451 m T 3- -1846 B 3- 2267 N 3• -648 ' T 4- -1846 S A- 2964 N 4- $44 W T 5- -2910 N 5- -636 CE - T 6- -3061 N 6- 639 d 11. to non rws Mecl .wtw A.etesrd.d.err eno.n oe.ewl.e ns e. dalwn Itnot, HMy 0% a+drrMTnery Wp.nnwrenrbeadrig. N 7- -370 DATE. 6/4192 J LEFT - 1190 RIGHT - Ilse CE H REF .. 2 5 ' 1 DE 5. 8 Y: J g e. we hese w-raa be geed to e.q oempena t -14 one- e0 bmkv end � � aryl re, erdwroYe.e el.oek ery load. fewer Kyn de.Ian bN6beppUs,sogo.••^'ron•ie• 0 BEARING AREA REOUIREO 00. INH H JOINt l 1.90 OF / 2.94 NF U pRts indGde tue r/ Fllale ID .rYl.e6 \ ab naa tip Vie JOINT 7 1.90 OF / 2.84 W fabrication. n.r.rry. IAIl.r.era and IMt.d.lfiei.er.e.p6.w-I. toF basic d n valnM d 1ne nnp,ns IDd"Ied n•er,. T".6eotGn�iRn.42It. C -5x6 (S) x4.00 4` Exp. 6,130/194 .•'7`? tc 1.15' (S 2.5x6 (NS) C -1.5x3.4 C-2.56 (ASI f\ OF CAL C -3x4.3 C-30.7 0 A1tj••I..t B.i-1-26:10--4 -1 Design 'adequate as shown - Scale: 1/4' R-6-4 i 26-10-4 NDN -CONCURRENT] Brorn C Honeycutt Trieae Systems. nue. Jofr neva' COAMELLA IALT I.B. f ummumose aemral Notes. unMa ul.ei"se meed e. Med A Omer! roe.e encs Wwai ge wwr. wnoloweer. or w.ee. f. �ulld.renee�eelMwwrena.ee+.Mw4AeNdAWnenlNowlnd 1 Dasipn to siq* 4 (COCK as cnaHn 2. Dev9naramcsIf*.WesMlx�toome4adstobo1"idlytowed st 31•0 �� and at WO or. rn pocit,dy FILE NO.: •TRU-34-4-40* rare.d».b.,.re..reen,ea..ee.od.a-.. r. 3 2.4 tarred trrlVmtj or 131eidf biaoe. teanrrrimrY.id -flare 6Mwrr. 4 •r 11. to non rws Mecl .wtw A.etesrd.d.err eno.n oe.ewl.e ns e. dalwn Itnot, HMy 0% a+drrMTnery Wp.nnwrenrbeadrig. 4. lwull)bal ol Bust is ►re resl✓'�blty cA the resPeclrtl om1facla S De44n A'.sVn*j.t.~s sw lD he uwd is a non-conose ej*r,,nR0n1. DATE. 6/4192 swot be do 10 a" Provided at derma'+. of v"W11'•' Mnmun/. Ooegbinm ea-aeo M nr VW Iewe ler eud. brwriny. e 6 •1/1 es9.ln'.ps IuI. tK3ri.i() W FII sxltlppd9 sl.nwn $hfl d .redp� II CompAi ni s Inc. REF .. 2 5 ' 1 DE 5. 8 Y: J g e. we hese w-raa be geed to e.q oempena t -14 one- e0 bmkv end � � aryl re, erdwroYe.e el.oek ery load. fewer Kyn de.Ian bN6beppUs,sogo.••^'ron•ie• necnssery 7 Uc� i e ;urnns ndoq iata dmnarte ro r ovriM B ftalDS�s1,a1 lK "t�T,vm on 1011 ba.Ds if bib. ai�l�iixd ao IIA. carom b.r.Kednador.,lfiyrnaoeieeib•les .,,,,,.,,�i....e. rr.w r.ra ..a+uw•wrn SEG.: 332199 a. Oergp.d.ve hp e.e Deaton ewr ens e.euore no re.po..el01Hy for Itr U pRts indGde tue r/ Fllale ID .rYl.e6 \ ab naa tip Vie fabrication. n.r.rry. IAIl.r.era and IMt.d.lfiei.er.e.p6.w-I. toF basic d n valnM d 1ne nnp,ns IDd"Ied n•er,. T".6eotGn�iRn.42It. Ver 4.4 It n+edeep. iskmo""""ohs aedt+lwAoarre6deelone.«t.rer webee.,eenwolmonwen +wanreen.OWN-,corna if Item Crwnwius ropI %onn roreis mdcatndIn ns.dtrreti: ,CN' tbo t8 rmlerWl is At Morn are 20 we4A %111 be trMrn6d N Owrq.dros oil)" 101114111. des.giralor (IHI rnrli tM.•. fin uvld. 97t CU A LUM!" SPECIFICATIONS m • SIZE SPECIE GRADE MEMBER ISI W TOP CVAFM a ` 2x 4 OF 11 1- 6 BOTTOM CHORDS: Q. 2x 4 OF 11 f- 5 i8cB5: 2x 4 HF STAND 1- B OFF PANEL, SPLICE ROTE: .off :panel point splices are located at 1/5 the panel length +/•- 611 at z.either end of the panel indicated. OtExcept end panels. 0! Im ' NOTE: Truss not symmetrical. Orientation as shown. C -2.5x1.3 C-5x5.1(SI C -2.5x1.3 {NSI C -2.5x6 (ASI TRUSS SPAN 34'- .00 - LOAD OURATION INCREASE - 1.25 SPACED 24.0' D.C. LOADING ' LL + OL ON TOP CHORD - 30.0 PSF OL ON BOTTOM CHORD - 10.0 PSFft TOTAL LOAD - 4D.0 PSFN «5 PSF REDUCTION TAKEN ON BOTTOM CHDRD, AXIAL STRESS ONLY. L,—r—. gnu INTI C -2.5x1.7 (NSI C-5xT 7 (S) 00-00 TPI SINGLE MEMBER FORCES ON T 1- 623 B 1- -591 Y 1- -2694 T 2- -1968 62- 1810 M 2- 72 1 3- -1809 0 3- 1843 N 3- 35 T 4- -1609 0 4- 2043 N 4- -391 1 5- -2669 0 5- 2876 N 5- 694 T S- -2821 N 0- -638 wn.r, r,wN.. r.o-rerun • car..ul. wf+t.t floods be apylled so asst- N 7- 635 SED. 332196 r. crib-tr-o hasna oonlydl r..1 end evemere no N"oralbary lot the y a�IlxInhL'Wn xIw (4 IVMr, to eche% It B- -367 CANT IN 2'- 1.0' LEFT - 1266 BEARING AREA REDUIREO 1541. 114 JOINT 6 2.03 OF / 3.13 NF .JOINT 7 1.78 OF / 2.75 W 12 01.00 C-5x5.1(SI C-1.5x3.1(NW C-2.56(ASI �kic in. -V. 'beatin 4,26-10'-4 Design. equate Scale. f/a- JW epee: COACNELLA [AL1 I.B. 0 26-10-41 �4 Brown 6 Huneycutt True Syeteos, Inc. VAPNINOL General Mohr, utdrss 01ho wso "018(1 FILE No.TRU-34-4-40* a. HMW W otrrr"I NNrr rna trrr.lr rr btora oonrltucllon of Inure. 7. eulldx red ano -to- toalwttot rl.e.Idbo odhlWd W oa0rnanl Nab"" 1 tW,-I v to st. Oat I:rads as rt10wn 2 Oestpo rvsunres IIIA l p t,-l(I (Y.Alon, chorcl9 0 k3 ltla,ally IY8C0� M 3'.0 uc wtda112•-0 ne m.4IR*,*4y Mammas betas, rsrtren om caoIseftoa f. 1.7com salon-AOnc munwtortrasdnhrnshot..�. Vta 3 2x1IniIkedInedorguIlateralbinonpptoommnndnd*heft y,I>rnr t d hour (in In huts rs Ilro reimns4nf/ of 11,8 te5llettir0 Ctx11,eCA(N OAIE 6/4/92 r' A.I.Mldbroseatfawprlsraararw,ehwesrrpa�ywrpamlatr+nbtset^r' 5 larupna�ImrshaswsfvLIrGolI naotoicnuusneWvornnlenl mot ba drtlrned and pa, hileA by d+alprw of eotr"as Melchor.and canpuarus .auma to ntAlary ler earl. br eve. a are la ' dq• carOwn 0 skit 6 MNgn N:.SI+nFE IJI trDb" all all 6uplrons rhcrAn Sllyd a wo:►jn II rlfxls <r,y CompuTru s Inc. REF.: UES . BY: 25-1 .TB t "load should be rppaad ynrom to aornouna aesr all bating Wlrr.swatysts. and aerrUmrraoutdrrrllorarfss(nnanbsrWgn 7 Unuplroywnpsn[h111u3b11ranAgeivpt"' d 8 I'4ik1 J,all be lopin0 Ml trdll Ham% ol IrLrA And 14MAd to llw t cenvi wn.r, r,wN.. r.o-rerun • car..ul. wf+t.t floods be apylled so asst- Wilts ccirvdp wqr pni CM,IM 11 os SED. 332196 r. crib-tr-o hasna oonlydl r..1 end evemere no N"oralbary lot the y a�IlxInhL'Wn xIw (4 IVMr, to eche% Iralcrlo-, hrndlll g. rhlpmae a" Inme"llo-rl ar-Ir Is -4► 10 sol tar..0 CIP n l:ilIn . If CIA (:anllydnrs ran InICUI(vl Iry nIa Ins+,= y. imp "alo r M (w howd see" e b lMnNww+ en true d"'Groo rl tatb C' �(v I.0 rl.h 4211. Ver4.4 by1M TI,Iaa pMb lrl"1XYb la'YH2InO N1fOi 1RYrMa. dl'Nl ya".10u(>1'OI it IlleUrpoillv1n NOSc0col 11141015 Ttic'Med try 11,41 pelt/ C+1 II* nHch rM be furnhhed by Dompuultr upon rrIt" 1. desv Illy n% Indiew" 18 pn rnarnua s ,Iy-d AI ter,ris a•e;ko cls Compu-li'us Inc. }';• MAXIMUM HAFTER.AND JOIST SPAN CHART ••V KOr•..ta•#-•rt#W •ie..0.n1•Mor/ i� . C•1x2.6 si. tz:';•:see olerc DO vertical Imy bo i or Z}6" onittod It Uy -chord I adoquatcly eupportod. C-2.Sx2.6 2x1 C -1x2.6 I or 2x6 load Ouratian Incrmae - 1.25 . SOO bolo+ for max. span and O)O� FILE NO CO JACX DIE 2/:6/97 QEF 25-1 UES BY BT SEO mrrAm TCLL PSF TCDL PSF TOTAL PSF SIZE GRADE/SPECIE 2X4 Sf;L OF 2X4 NO.I - OF 2114 N0.2 OF 2X4 CONST DF 2x4 611.1111 DF 2X4 Srauv OF 2X4 SCL HF 2X4 No.1 HF 214. N0..k HF 2114 CUPIST HF 2X4 I.TUD IIF , 2X4 STIIND HF 2x6 t.EL OF 2x6 NO.I DF SX6 NU.,:, DF 1X6 :i1;L ►IF 2x6 14). 1 NF 2X6 Nil.2 I►F RAFTER SLOPE 1 4112 20 20 2u e 13 ?-,) 2B 1S 40 NOTE► ALL SPANS ARE FOR 24- O.C. SPACING ' DEFLECTION CRITERIA IMAXIMUM ALLOWABLE) SLOPE f 4#12 - L/20 LIVE LOnD SLOPE )-4#12 • L/160 LIVE LOAD IF DL )-.5 LL (ALL SLOPES) L/ISO TOTAL LOAD CEILING JOIST L/240 LIVE LOnO NOTE#CONNECTOR PLATES SIZED FOR 14ANDLING ONLY AND MAY 6E REPLACED WITH EQUAL FASTENER. RAFTER SLOPE I. 411g' I6 16 16 —2U 19 23 JO 35 CEILING J018T c29417 . 10 * 4r'17 9S 15 a'1- B' 1" So 7. 713" . r.. 7 3 7.3. 6-B" 7'1"L 7' 1 - 7-u" • B" B.• B" 3" 2" 7,10„ 7. 100.. 7-0••lu-]"715`r'. 5. 5.. - 7 3" , 7'1« s, O� 1013- 0 ]' 9. 11"4 6 S" 7- S- 7.B« 7• E. E' 6'7" 5.1o. 7- Co. 7•Ct.. 61 10" 5111". 3']" Cos.. 6, B.. 6.6" 5,6.. 4011" . 9/ 1- 0.7. 703" 6'S" 1 5.6.. ' 714" 6,4" 3.a- 4110," 7-0- 70" , 6, , 4. 6" 9.B.. 9. B.. B�IU" 7 6" 618 318' 1219" 1216" 11'0" ll'a" 11,5" 11'2" 1t'2" Iota" 15'2" 15,2- 1400" 12.3" 12,1- 12103" 11•B" .11!0" Ills" 16,1« 15,11- 1416" 121 (1" 1210"' Il'S" 11 IV" 11'0)" IC1.2- 1096" 10'6" 0 9 6" 1413" I3, 9' 1217". 1 11 7" , 11 7" 1104" 0 11 0" 11'0" 1009" 13'2" 14.2.. 13'p.. Eompu7rus Inc. �QROfESS/og,:i it Ex;�.6/30/94r o1 373. SETBACK IRON END WALL OF DUTCH PER ENCINEERINC DUTCH CABLE TRUSS SIDE VIEW TYPICAL END JACK ' END JACK SPAN CHART AOR REQUIRED SIZE AND CRADE. DUTCH CABLE TRIISS END JACK TOP CHORD a tND JACK . Bott— Chord, U-• Wed., •t Cornrr . _ N..b"• or VArr• N� G IIInR 1°- SPeCM.d. mi r r trr�- IMACK "0" ERD VA1.1 PER ENCINtERIN6 /,�; t�OF ESSi R. e cc NO. 29017 � EMOk �! if 0f CAI\i �.. O w m M Z - r ••t ` 1 K y w • ^ • r e i > i QR REG/ST �y b �, �o 0 rn ri rte.+ t • ke, T co Lo • � r w •. c.r�r• r1 �• p v 31P = a r 91t PC • . s ♦0 1 •• i:: ? i e e � -wr r Wi �Tr F - o 46 0 So z 4c) "�� = o K m 7dw �i pi pY : ewi� o ON sw no K� ..� �w-e re Y 7t• 1.1 PC A� r �w•1 •yi 3D w 38 ! C -1 < ;c - r < n on Y sc . 7r -1 7r Iii • "">i G O mZO Z O ^ y O e O � � = w n .r or o ft r e n ti c R •p � n K o _ r rw _ Z - > w 0 �T s w , n cis . m C oW �z = A C • y > .. = 17 0 ! N r n � n ' � N O M n o �rcco r n •' ' � • n 1 n N - ! -EH ' I O r w w w y P y � 1 •Oa 1• - w w M I. wN � � 0, y O . TYPICAL ROOT TRUSS LAYOUT ,�--. 24- . 24- 24- L 241' I 24- ADJUSTED ROOT TRUSS LAYOUT . I 1 LI �.. -•• slactc nn/ecR col0,on tnfl 2411ac..1 1 1 24~ 2t- 21 I 20" 21" I 24'I I 2c•'• I 00.1«81YYA wW ff Otho -114 MI@/. 1. 00@Ip/ Y Mpp011101// / 1 NO -w A/ Y W Y iW69 I@ W" fbtiml such as wwwwa1► /N p/./NwfM r"" Y M a"A" W r/.lefs M /OV.a 1. D•0gi1 f f lwM 0 rw wo &m ban" cora/ we* w«ny rKM @I f • D• a.t fro M t T . v ac. !f 1p@Cf-/ly. R, Pa ucfal110no// b.cilp a1f.@, 0w'11av10 w f W LI11 Y f, ewl I/1' big" T.wf ►181@ Mflaulf. f.a� coMrnol�ul«a-.ebfc.q..w@«lo... �. imp1p riap.l0 o. Y18/M too" feg&mwfw d wlf aft"m • . {, M/l@f@b n /f Y1/@ is N f@.pw.&" f1 ao lowcf•f c«vfcw 1. 045" @flw.l@f fol/s"1 off Y W 11•@/ w f .M•cwl/r.t 4w—@ . IMM 8A9 «f I«'by conation' p PIN. 1.De0i911f0@w•r1kAaf.rp@In1.opo18f/lo-A S. v"egg @ Mc@u@.y. t. D@0." f11wM1 fafowlf 11@+18p0 is pl/.o•a 10. ►1118@ W/ M wcclf0 on bun IK@1 d ONE fn/ /Ifc1/ 1@ /vf C@M« W/ c«nCOf •WI PA1 CIM« W1 H. Dy011n/c@I@ Yl@ /1 pill@ i. I.ICM1@f II. few a 0.c M 0pn rf4.f @ d ry ColnprN ►YM. MCNN M N •@l+ 'C', w01C.e.O. IUl 4211 13- T M COM W 110 N01 {0cron ►1810 a ..ac 01@/ H /v • w 'Cwt, H a0upn01«fill im"0011104.M181«1811 %^"AfWW1«f?Ogg �UFESSIOf�.', m Exp. 6/30/94 s� C Q. ATE OF CAI Ne. 29017 EXP. 0-36-0 ppltss; � s t V � r •' 1- 1 0/ EA1110, FILE NO.: ATTIC ACCESS DETAIL 11 CHORD FOR THE SPANS NOTED BELOW. LUMBER SHALL BE OF THE MINIMUM GRADE AND SPECIE INDICATED SIZE 2400 F 2250 F 1 2100 F 1950F .1800F DATE m8/es 1650 F 1450F SS DF q I DF q2 DF SS HF #1 HF REF' 15-1 DES BY sc TOP CHORD SEO Zia! BOTTOM CHORD WEB MEMBERS • 2 . 4 STANDARD OR STUD GRADE HEM • FIR, 2 >69 12 HEM • FIR OR AS NOTED ON DESIGN X191244.6411 BROWN & HONEYCUTT TRUSS SYSTEMS, INC. 619/244-88E 16775 Smoketree • Hesperia, CA 92345 • P.G. Boz 1844 Subject: Trus -s Certification We are certified through Western Inspection Services. P 0 Boa 562'-= Costa Mesa, Ca 92627 (714) 545-5568 See our certification stamp as below Brown & Honeycutt Truss Systems_,_.Inc. Robert B. Scribner President B* R 0 W N HONEYCUTT, INC' CERTIFIED INSPECTION I C B O AA 5S3 . I IN STRICT ACCORDANCE S WITH -UBC 2-t)- PREFABRICAT ED i1 �u!►<irli.Ir}�c'utlhr,r,llir,tf r►(I/iC7Intlernal'.°Jnal Conference of Building Officials. EVALUATION REPORT leportNo. 4211 t.1w.MMI I-aat/l\1tw.n... ti'I. •, b. April, 1990 Filing Category: FASTENERS—Steel Gusset Plates (066) comPurRUS *ritUSS 1't,ATF_S CQDiMI-RUS, INC. 1307-11 IV1:STSIXT'li S"1'RE'll.V.5L1IT ; 114 CORONA, CALIFORNIA 9172n 1. Subject: Cowrpulrus Truss I'latcs. It. Description: A. General: The C'ouiputrus Ttltsc 11:dc%. rrr-scirell front Nus. Ill anti 20 gnus a gnivnoi/cd slicer sQ-t•i oveviiii; nacltaaical rctptircntcntscstablislicd in U.IT.C. Standard No. 27.1 fur A 446Grak A or higher steel. Tire plalcs have 9.4 (edit per stpiatc inch of plate, cath appfoxiolateiy 11.1 inch in Icnglh and appruxioiately. . Ill(/ inch.in Widlh.'Me fceth are pwtchcd in pairs, 1vi1h cath Lnir s�tacct; V.rinch on center slang the width of the plate, and .R5 inch oo center a ong the Length. Atlerrtaling rows of Icc1h arc staggered .10 inch huts adjacent rows.'llte "C'N" series plalcs arc itientieal to lite "C" series, except that every ihild row of Ieelh is nniillctl. Plates ate available in incrc"Icnls of 1h inch in width, tip to 12 inches, and .85 inch in length, as rctluircd by the design. "line plalcs are applied it) truss ntenlbcrs in pairs on tacit race of each joint Willi a power press constructed in accordance with rite nianufactuicr's sliccificalitnnLt. il. 1989 Supplement to the U.II. C.: 'lliis rellta t is unnI rccicd by lire Suppicntcnl. C. menllfieatiun: 'fire Cumpolrtis series C Male is c ndxnssed Willi file letter "C' for the No. 20 gauge piste sad "C1 R" fur flit: No. 18 gauge plate. Tiic No. 20 gaugc CN series is idcntificti by the icftcts "C'N" cnllt,sscd un lire plate, and "CN 18" for lire No. 18 gauge plate. Ill. Gridenee Submitted: Descriptive lileralauc. dcinils, cnlculalions unit load tests ate suhntinetl in congtlintice Willi 11.11.(;. Standard No. 25-17. Findings IV. 1-i adings: 'nia1 lite Conwo(riis '11•uss Moles described hl this re,-rort comply with lire 1988 Uniform Building Code, subject In :lit TolowInq conditions: 1. The connectors are Installed as set forth in thi's report. 2. Allowable lontis are Ips set forth In Table No. 1. 3. The allowable loods otay be increased for duration of load Ir accordance with Sectinn 2504 (c) 4. S. Connectors are Installed In pairs on opposite faces of the met" hers connected and are not Inslnlled al locatlom where knul occur. S. Application of truss plates to wood�methbers with a moister• content exceeding 19 percent requires that only 80 percent of the load values In Table No. 1 be used. Clans submitted to the build ing official for approval must Indicates maximum nioistur- conlent for the wood ;it the time or plate Installation. 6. Stresses at the net section of steel plates are not In excess of th values nernilled In Chapter 27 of the code. The maximum lens;: load Is determined by multiplying the efllcleney ratio llnies iii ;Toss area of the plale times the steel design stress. 7. Where'one-hour fire-resisllve construction Is required, se Evaluation Reports vos. 1351 and 1632. S. The allowable load values are'recommended only when plan! truss designs and calculations are submitted and accepted by lit building official as showing compllance with life Uniform Bulli ing Code acid specifying that fabrication Inspection will be prr vided in accordance with Section 2510 (r) of the code. 9. Trusses are Individually designed in accordance with recognize engineering arinc)ples. Tltis report Is subject to re-examinnllon In two years. TABLE NO. I—ALLOWABLE LOAD IN POUNDS PER SQUARE INCH OF PLATE CONTACT AREA a Eraluntian reports of IC:IJ0 Eralundan .Serricr, Inc., are issued solely to pro ride inforniatian to Class A members of ICBG, utilizing the code upor which the report is based. rs ruination reports ar r not to he construed as representing aesthetics or any other attributes not specifically addressed nor a: an endorsement or recommendation for use of the suliject report. This report is based upon independent tests ar nthrr technical data submitted by fine applicant. The ICI10 F, raluadon Serriet, Inc., technical ttaff ha: reviewed the test results and/or other data, bah( does trip( paaess test facilities to make an independent rrrificatlon. There Is no warranty by ICITf -oEraluadan Serriee, Inc., express or implied, as to any "Finding" or other matter In dit report or as to any product covered by the report. T"ht disclaimer includes, hof is not limited in, merchantability. LUMBER SPECIES . SPnUCE—PINE—Fin IIEMI—Fin SOUTNERNYELLOW PINE DOUGLAS FIR-LARCM EFFICIENCY RATIO MPERCENT Olrt etlonof Load with Direction at Lob with Direction of Load with Dlrectlort of Load with Direction of Load vllh ' MaDeet to lM length neepecl to IM Leath Respect to the Length Respect to the Length Respeet to the Length TYPE OF of the Plato of 1M Plate of the P1014 of the Plate of the Plate O'toaS' IGS 41rlo90` t•16 fr1o15' a/•IotW frlolS• 1 'to9t1' trloaS' a/•lo/o' 0• S•l)' PLATE C 165 146 204 161 204 161 59 42 CN 110 97 1M 97 136 107 136 107 74 42 a Eraluntian reports of IC:IJ0 Eralundan .Serricr, Inc., are issued solely to pro ride inforniatian to Class A members of ICBG, utilizing the code upor which the report is based. rs ruination reports ar r not to he construed as representing aesthetics or any other attributes not specifically addressed nor a: an endorsement or recommendation for use of the suliject report. This report is based upon independent tests ar nthrr technical data submitted by fine applicant. The ICI10 F, raluadon Serriet, Inc., technical ttaff ha: reviewed the test results and/or other data, bah( does trip( paaess test facilities to make an independent rrrificatlon. There Is no warranty by ICITf -oEraluadan Serriee, Inc., express or implied, as to any "Finding" or other matter In dit report or as to any product covered by the report. T"ht disclaimer includes, hof is not limited in, merchantability. V* 116 /...2 2 Z__- FORM NO. G22-442 UGDG- SERIES Models with Input Rates from 50,000 to 150,000 BTU/HR (U.S. & Canadian Models) +0 GCaE En�mNn�FEiuEDfa' r RUUD° SILHOUETTETM 78%-80% A.F.U.E.t UPFLOW GAS FURNACES The Ruud Silhouette' line of upflow gas furnaces are designed for utility rooms, closets, or alcoves. Because of the Silhouette's low -profile 34 inch height, the upflow model can also be used to satisfy most applications that traditionally call for a horizontal furnace. The design is certified by the American Gas Association. Canadian models are certified by the Canadian Gas Association. Features • Patented Turbulexl Heat Exchanger, constructed of both stainless and aluminized steel for the maximum in corrosion resistance. • Low profile "34 inch" design is lighter and easier to han- dle, and leaves room for optional equipment. • Both standing pilot and hot surface ignition models available. • Left or right side gas and electric inlet connections with quick, simple change. • Hot surface ignition models feature an integrated board with humidifier and electronic air cleaner hookups. An accessory kit is available for standing pilot models. • Insulated blower compartment, a slow -open gas valve and a specially designed draft inducer motor make it one of the quietest furnaces on the market today. • Integrated solid state control board. • Pre -paint galvanized steel cabinet. • Molded permanent filter. • Grab -holes in doors to aid in easy door removal and replacement. Ak., A variety of cooling coils and �RMANGE ..,� plenums designed to use with Ruud Silhouette gas furnaces are RVVpavailable as optional accessories for air conditioning models. v tA.FU.E. (Annual Fuel Utilization Efficiency) ca4 101 .111W OFUFF6 •:�� culated m accortlance with Department of Energy [est procedures. t BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR RETAILER. T MODEL IDENTIFICAT PHYSICAL DATA AND SPECIFICATIONS -U.S. MODELS (UPFLOW) U G D G - "UGOG•05DAUER I ` `• MODEL NUMBERS r; S` UGDG•075AUER UGDG-075AMGR UGDG-10CAUER UGDG-1008RJR UGDG-125ARJR UGDG-150ARJR UGDG-05MAUER UGDG-07MAUER UGDG-07MAMGR UGDG-10MAUER UGDG•10MBRJR UGDG-12MARJR UGDG•15MARJR UGDG-OSEAUER UGDG-07EAUER UGDG-07EAMGR UGDG-10EAUER UGDG-10EBRJR UGDG-12EARJR UGDG-15EARJR UGDG- UER UGDG-07NAUER UGDG-07NAMGR UGDG•1DNAUER UGOG•10NBRJR UGDG-12NARJR UGDG-15NARJR INPUT- BTU/HR® eso.00v 75,000 75,000 100,000 100,000 125,000 150,000 HEATING CAPACITY BTU/HR 41,000 59,500 60,500 80,000 81,000 99,000 119,500 HEAT EXT. STATIC PRESSURE .10 .12 .12 .15 .15 1 .20 - .20 BLOWER (DxW) 11x6 11x6 11x7 11x6 11x10 11x10. 11x10 MOTOR H.P.-SPEEDS-TYPE 1/2 -4 -PSC 1/2 -3 -PSC 3/4 -4 -PSC 1/2 -3 -PSC 3/4 -4 -PSC 3/4 -4 -PSC 3/4 -4 -PSC MOTOR FULL LOAD AMPS 6.8 6.8 9.5 6.8 9.5 9.5 9.5 HEATING SPEED LOW LOW LOW LOW LOW LOW LOW COOLING SPEED HIGH HIGH HIGH HIGH HIGH HIGH HIGH COOLING CFM @.5- E.S.P. 1200 1200 1600 1200 2000 2000 2000 MAX. EXT. STATIC PRESSURE (IN.) .50 .50 .50 .50 .50 .50 .. .50 TEMPERATURE RISE RANGE OF 25.55 40-70 25.55 55-85 40-70 40-70 50.80 STANDARD FILTER 153/4 x 25 153/4 x 25 153/4 x 25 153/4 x 25 191/4 x 25 223/4 x 25 223/4 x 25 APPROX. SHIPPING WEIGHT (LBS.) 85 105 105 115 120 140 150 RETURN AIR CABINETS (OPT.) RXGR• FILTER SIZE C148 (2) 12 x 16 C17B (2) 12 x 16 C17B (2) 12 x 16 C17B (2) 12 x 16 C21B (2) 20 x 16 C24B (2) 24 x 16 C24B (2) 24 x 16 FILTER FRAME (OPT.) RXGF- FILTER SIZE Z16B (1) 16 x 25 Z16B (1) 18 x 25 Z33B (2) 16 x 25 Z16B (1) 16 x 25 Z33B (2) 16 x 25 Z33B (2) 16 x 25 - . Z33B (2) 16 x 25 AFUE-STANDING PILOT MODELS (D 78% 78% 78%' 78% 78% 78% 78% AFUE-H.S.I. MODELS OO 80% 80% 80% 80% 80% 80% 8040 - NOTES: All models are 115V, 60HZ, 10. Gas connection size for all models is 1/2" N.P.T. O In accordance with D.O.E. test procedures. D See Conversion Kit Index Form No. 92.21519-30 for high altitude derate. PHYSICAL DATA AND SPECIFICATIONS -CANADIAN MODELS (UPFLOW) Y MODEL NUMBERS UGDG-05CAUEA UGDG-075AUEA UGDG-075AMGA UGDG-100AUEA UGDG•OSEAUEA UG[IG-07EAUEA UGDG-07EAMGA UGDG-10EAUEA UGOG•100BRJA UGDG•10EBRJA UGOG-125ARJA UGDG-12EARJA UGOG•150ARJA UGDG-15EARJA INPUT-BTU/HR(D 50,000 75,000 75,000 100,000 100,000 125,000 150,000 HEATING CAPACITY BTU/HR 41,000 59,500 60,500 80,000 81,000 99,000 119,500 HIGH ALTITUDE INPUT 45,000. 67,500 67,500 90,000 90,000 112,500 135,000 HIGH ALTITUDE OUTPUT CAPACITY 36,500 53,500 54,000 72,000 72,500 89,000 87,000 HEAT EXT. STATIC PRESSURE .10 .12 .12 .15 .15 .20 .20 BLOWER (DxW) 11x6 11x6 11x7 11x6 11x10 11x10 11x10 MOTOR H.P.-SPEEDS-TYPE 1/2 -4 -PSC /2 -3 -PSC 3/4 -4 -PSC 'h -3 -PSC 3/4 -4 -PSC 3/4 -4 -PSC 3/4 -4 -PSC MOTOR FULL LOAD AMPS 6.8 6.8 9.5 6.8 9.5 9.5 9.5 HEATING SPEED LOW LOW LOW LOW LOW LOW LO W COOLING SPEED HIGH _ HIGH HIGH HIGH HIGH HIGH HIGH COOLING CFM © .5" E.S.P. 1200 1200 1600 1200 2000 1 2000 2000 MAX. EXT. ST. PRESSURE (IN.) .50 .50 .50 .50 .50 .50 .50 TEMPERATURE RISE RANGE OF 25-55 40-70 25-55 55-85 40-70 40-70 50-80 STANDARD FILTER 153/4 x 25 153/4 x 25 153/4 x 25 153/4 x 25 191/4 x 25 223/4 x 25 223/4 x 25 APPROX. SHIPPING WEIGHT (LBS.) 85 105 105 115 120 140 150 RETURN AIR CABINETS (OPT.) RXGR- FILTER SIZE C14B (2) 12 x 16 C17B (2) 12 x 16 C17B (2) 12 x 16 C17B (2) 12 x 16 - C21 (2) 20 x 16 C24B (2) 24 x 16 C24B (2) 24 x 16 FILTER FRAME (OPT.) RXGF• FILTER SIZE Z16B (1) 16 x 25 2158 (1) 16 x 25 Z33B (2) 16 x 25 Z16B (1) 16 x 25 Z338 (2) 16 x 25 Z33B (2) 16 x 25 Z33B (2) 16 x 25 AFUE-STANDING PILOT MODELS) 78% 78% 78% 78% 78% 78% 78% AFUE-H.S.I. MODELSO 804b 80% 80% 80% 80% 8046. 80% NOTES: All models are 115V, 60HZ. 10. Gas connection size for all models is 1/2" N.P.T. L, In accordance with D.O.E. test procedures. 02 See Conversion Kit Index Form No. 92-21519-31 for high altitude derate. Ruud Gas Upflow Design Furnace Series Standi Pilo 05C 07: 10C 12; 15C UPFLOW DIMENSIO1 2613/4x" GAS CONNECTION 265/e" ELECTRICAL CONNECTION (HIGH VOLTAGE) LOW VOLTAGE I i OPTIONAL RETURN AIR CUTOUTI tri/p^ i (EITHER SIDE) FOR USE WITH 1 EXTERNAL SIDE FILTER FRAME LEFT SIDE TABLE 1. DIMENSIONS AND MODEL " A j, ; r 8 UGDG-05 14 1227/32 UGDG-07 171/2 1611/32 r UGDG-10(-)A 171/2 161/32 UGDG-10(-)B 21 1927/32 UGDG-12 24112 2311/32 UGDG-15 241/2 2311/32 NOTES: OA Vent diameter connection as shippe ® May be 0" with type '•B•' vent. CD May be 1" with type •'B" vent. Furnaces must be vented in accordar • •. VETERANS ADMINISTRATION, U.S.D.A. FARMERS HOME ADMINISTRATION, AND U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Form Approved HOUSING FEDERAL HOUSING COMMISSIONER OMB No. 2602-0192 (Exp. 11/0183) For uccurate register of carbon copies, form may be separated along above fuld. Staple completed sheets together In original order. Il Proposed Construction DESCRIPTION OF MATERIALS No. (Tu be inserted by IIUD, l,A or krn11A) p Under Construction ' Property address Various City La Qu i n t a , State CA. 92253 Mortgagor or Sponsor Directors Mortgage Loan Corp. P.O. Box 1489 Riverside,CA. 92502 -- (Nanw) tAddms) Contractor or Builder Coachella Valley Housing Coalition Plaza 1, 45-701. Monroe St -Suite G (Nan") Indio Ca. 922(nddfeu) INSTRUCTIONS J2. ..) •,.. 1. For additional Information on how this form N to he submitted, number ofcopies, ate., see the Instructions applicable to the HUD Application for Murtoage required, then the minimum acceptable will be assumed. Work exceeding minimum requirements cannot be considered unbsu specifically described. Insurance, VA Request for Determination of Reasonable Value, or FmHA Property Information and Appraisal Report, as the cele may be. A. Include no alternates, "or equal" phrases• or contradictory Items, (Consideration of a request for acceptance of substitute malarial$ equip. 2. Describe all materials and equipment to be used, whether or not shown on the drawings, by marking an X in each appropriate check -bo N heck box and enterino or relent Is not thereby p(ecluded.) 5. Includo signatures the Information called for each space. If space Is Inadequate, mar "See misa." and describe under item 27 or on an attached sheet. THE USE OF PAINT requlr•d at the and of this form. 6. The construction shall be completed In compliance with the related CONTAINING MORE THAN THE PERCENTAGE OF LEAD BY WEIGHT PERMITTED BY LAW IS PROHIBITED. drawings and specifications, as amended during processing. The specifications Include this Description of Materials and the applicable Minimum Prpparty 3. Work not specifically described or shown will not be considered unless Standards. 1. EXCAVATION: Bearing Nil, type Per soil report - Sandy Loarn EXTERIOR WALLS: 2. FOUNDATIONSt Footings: concrete mix 5 Sack ; strength psi 2000 Reinforcing 2 #4 Bars Foundation wall: material Concrete Reinforcing _ Interior foundation wall: material Pany foundation wall 1* Columns: material and sizes Piers: material and rrinfurcing Girders: material and sizes Sills: material Basement entrance areaway e Window areaways Waterproofing Footing drains Termite protection Soil Poison by cheinical spray WWI Cert Basementirss $race: ground cover inwlalion foundation veno— �— Special foundations Rebar tie at garage door opening all m - Le shal 1 have compressive s - ngth Additional information: of 2000 lb. in 28 days. "; facing thickness "; facing material 3. CHIMNEYS: material ' Galy. Dbl . wall Prefabricated (make and sl�f) Amivent 4" Flue lining: material Ifeater flue site 3't FirePtacc flue site Vents (materia/ and tl�i); gas or oil heater ;water healer 3' Additional information: Gal.v. 4" 4, FIREPLACK Type: ❑ solid fuel; ❑ gas -burning; ❑ circulator (maAr and ntZt) Ash dump and cleanout Fireplace: facing lining ; hearth mantel Additional information: 5. EXTERIOR WALLS: Wood frame: woodrade, and cies D.F. #2 H I't'(� Corner bracing. Building paper or felt #15 Felt Sheathing thickness width ❑ solid; ❑ spaced " o, e.; ❑ diagonal; Siding grade type size ; exposure "; fastening Shingles--; grade type size • exposure "; fastening StucC0 3 coats ; thickness 7/8 "; Lath Mesh Wire / Paper 11,9(j<�,�_,_1e, weight Masonry veneer Sills Lintcls Base flashing Masonry: ❑ solid ❑ faced ❑ stuccoed; total wall thickness _.. "; facing thickness "; facing material Backup material ; thickness _ . _ hw►ding Door sills Window sills Lintels Base fleshing Interior surfaces: dampproofing, coats of ; furring Additional information: Exterior painting: material Ext. Latex number of coats . Gable wall construction; M same as main walls; ❑ ather construction 6. FLOOR FRAMING: Joists: wood, grade, and species ; other bridging ; anchors Concrete slab: M basement fluor; C] first floor; supporta); C3self-supporting; mix 5 Sack ; thickness 4 ground reinforcing 6/6 Wire Mesh ; insulation ; membrane 10 Mil POLY thickness Fill under slab: material Sand 2" Additional information: 7. SU®FLOORING: (Describe underflooring for special flows under item 21.) Material: grade and species ; size ; type Laid: ❑ first floor; ❑ second Iloor; ❑ attic sq. fl.; ❑ diagonal; ❑ right angles. Additional information: 8. FINISH FLOORING:'. (Wood only. Describe other finish flooring under item 21.) Loc.Tlrxy I Rooms I Gatoa I SPLCISa 1Ti1ICK.NLU1 W10nt I Ilk LX;. PNPSK I Ft"esu -- First moor Second floor Attic floor s11. ft. Additional information: - Previous edit ppney be used until supply is exhausted 1 DESCRIPTION OF MATERIALS HUD -882006 18.791 VA Form 26-1852 Form 6mHA 424.2' DESCRIPTION OF MATERIALS 9. PARTITION FRAMING: , rade, and species D. F. #2 211 X 411 16110. C Studs: hood g PK size and spacing Other Additional information: 10. CEILING FRAMING: ,Joists: wood, grade, and species Trusses Other Bridging Additional Information: 11. ROOF FRAMING: Rafters: wood, grade, and species Trusses Roof trusses (see detail): grade and species D. F. Additional information: See attached detail 12, ROOFING: Sheathing: wood, rade, and species_ 2" CD X Ply or 7/1611 Wafer BoardIN solid; ❑ spaced " o.c. Roofing Conc—�He grade sue 13 x16 ; type Underlay felt ;weight or thickness Lrf ;size ;fastening Nail Built-up roofing number of plies ; surfacing material Flashing: material Galy. Metal_ ; gage or weight 26 ❑ gravel stops; (:)snow guards Additional information: Overhang 311 CC X Ply Sheet�i np 19. GUTTERS AND DOWNSPOUTS: --- Cutters: material gage or weight ; size shape Downspouts: material gage or weight size shape number Downspouts connected to: ❑ Storm sewer; ❑ sanitary sewer; ❑ dry -well. ❑ Splash blocks: material and size Additional information: 14. LATH AND PLASTER Lath ❑ walls, ❑ ceilings: material weight or thickness T— Plaster: coal finish Dry -wall M walls, ❑ceilin s: material GYP Brd • thickness i;finish Text Joint treatment Tape. Firewalls - 5/8" Gyp Board - Natural Tape 15. DECORATING: (Paint, wallpaper, etc.) ROOK, WALL FINISH hl'TLRI11I. Avu AeeLICAfION CLILINo FINISH MATLRIAL AND AerueAT10N Kitchen Latex Enamel 2 Coats Same Bath latex Enwel 2 Coats Same Othrr Dinnin Latex Enamel -2 Coats Same Liv Bdrms Latex Enamel 2 Coats Same I TRC�W STAIR RmLR, STRINUS Material I Thickness I Material I Thkknew I Material I Size Basement Main Attic Disappearing: make anti model number Additional information: 2 IIA`IUR%IL I B%LL, fLRS hLtrrial Size Matrrial Size Additional information: 16. INTERIOR DOORS AND TRIM: Door: type HO low Core Masonite st ; material 1 3 thickness Door trim:. type S liml i ne material _Wood Base: tPe wood d 3 1 Finish: door 1 a tPX FnamPl i Coa S material ; 2 size Other trim (Ilrut. ype and rarurlon) aim ��— Additional information. 17. WINDOWS: Windows: type Sl i d i tl0 ; make Ph,' 1 i p-q 7/811' ;material t un DSB—SB Glass: S —!\1 ;sash thickness grade ❑ sash wrights; ❑ balances, type head flashing Alum Trim: type material Weatherstripping: typrStrippinp, Paint number coats Felt Screens: ❑ full; [x] half; type Alum material Sturm sash, number number erlan,creen Saran Basement windows: type cloth material material screens. number ;Storm sash, number Special Mindows Additional information: 18. ENTRANCES AND EXTERIOR DETAIL. Main entrance door: mairrial MPtal ; width 611 thicknessl-- 3Z411 Frame: material _W -Qd thickness l_- Other entrance doors: materia6ZC wood ; width 11 ; thicknessL..4.to Frame. material [food _; thicknes,l3/411 7/ Ilend flashing %Veathentripping: type : saddles Screen doors: thickness "; number screen cloth material Sturm doors: thickness ", number Combination storm and screen doors: thickness __"; number scr ten cloth_ material Shutters:m fixe. Railings ❑ hinged; g ❑ dRilig , Atuc louvers Exterior millwork: grade and species Paint number coats Additional information: S1 i dp al i ten Ilnnr—ill Lal pano 19. CABINETS AND INTERIOR DETAIL: -' Kitchen cabinets, wall units: material _Oak ; lineal feet of shelves P1 An ; shelf width 1 ill Base units: material _Oak ; counter top Llaetjr edgingPlaetjr Back and end splash _PI ns f i r•. Finish of cabinets Varni eh ; number coats 2__ Medicine cabinets: make_-Crol'P ; model SI-rl149"l Other cabinets and built-in furniture Additional information: 20. STAIRS: I TRC�W STAIR RmLR, STRINUS Material I Thickness I Material I Thkknew I Material I Size Basement Main Attic Disappearing: make anti model number Additional information: 2 IIA`IUR%IL I B%LL, fLRS hLtrrial Size Matrrial Size 31. S!-ECIA I.r1011S A?:3:D LffAlW5'C0T: -1 G C Pathroo n accesrorics; ❑ Recessed; material ; number ; U Attached; material Chrorne ; numb : r 4 Additicral information: 22. FrzUP:iMUO: �Ftxrunt Numpart bocAT'toat MAX& MOM'S FI%TUaa IDUMF1CAT1om No. Stzs Cows Cxnj 11 32 x 21 l -pal Lavatory __2__Baths I.ttt're'al" Marble 20 x 17 Alinnnrl Wctcr cic_ct 2 Ba the L1 e - _1)�Ii_ffl 00 Bathtub Shower over tub' -L>lhi to Stall ahovrerA t ..1 Laundry treys { l t AM Curtain rod An6❑ Door ❑ Shower pan; material �I ntaTsonTatalla".a r exert e orpcs ma ccascu to t erre rcat-r�ouucts �IDCY1RC.a[�+Sr 90.frI.Q L Mnt'aatAL, Ccum Donnsa, SuPA, GAaa, Ere. tnrector MAT70.UL .� WA u ItAM UNOtAre.0041 MATIAUI Mr. rZAIAL a U ttitchc,t lir,111 _Vinyl- Vega Arms tronp_ Vinyl Vega Armstrong Houle drain (inside): ❑ cast iron; ❑ tile; Q other�l(louse scwcr (outside): ❑ cast iron; ❑ tile; ❑ other , i t✓ �?_ L(",�_ Concf.eLe Water piping: ❑ galvanized steel; Q copper tubing, ❑ oilier Sill cocks, number—.. . _ Areng Dh � u ,tZ � � �— 1 ac 12,"U eliane Carpeet'_ilsni.on GSSUU() Me to 1 Joo<1 jan Pncl gallons Gra est -vice: tib utility company; ❑ liq. pet. gas; ❑ other Gas piping: P cooking; P':-muae heating Fcoting drains connected to: ❑ storm sewer; ❑ wviitary ttwer; ❑ dry well. Sump pump; make and model �.— LcrAnoa MATantAc'Cowa, lioanet. CAt. SIZ649. GAO&, ETC. IlueatT Iluonr F(txaty to Srtowuu Ovas Tub (FRO. -4 FLOURI ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipc system. C]Two-pipc system. Doth E] Radiators. C] Convectors. C)Dazeboard radiation. Make and model --- -- T 7 ❑ Circulator. ❑ Return pump. Make and model ; capacity_.. gpm Boiler: snake and tttodcl Output Btuh.; net rating Utuh 3 :•...-..r--- Warm air: ❑ Gravity. Q Forced. Type of system -I 1� %Fj tma I''i)1"�e Ai t- 1'Urnace Duct material: supply Plasticr..,,trn (;alv P'1Ctd� Insulation ' - sthieknes& ' 21f rl C�' ;ifs lair intake -�-_ Furruc:: make and model . �f 6 UG -'Y U, Input _Z60, 000 Mutt -i output,t.-�(��C� ,... Dtuh Additional information::4L ------ ❑ Spacc heater; C] Poor furnace; ❑ wall heater. Input Btuh.; output Btuh.; number units Pathroo n accesrorics; ❑ Recessed; material ; number ; U Attached; material Chrorne ; numb : r 4 Additicral information: 22. FrzUP:iMUO: �Ftxrunt Numpart bocAT'toat MAX& MOM'S FI%TUaa IDUMF1CAT1om No. Stzs Cows Cxnj 11 32 x 21 l -pal Lavatory __2__Baths I.ttt're'al" Marble 20 x 17 Alinnnrl Wctcr cic_ct 2 Ba the L1 e - _1)�Ii_ffl 00 Bathtub Shower over tub' -L>lhi to Stall ahovrerA t ..1 Laundry treys { l t AM Curtain rod An6❑ Door ❑ Shower pan; material _�— Water supply: CR public; ❑ community system; ❑ individual (private) system.* S:wnge Jieposnl: ttpublic; ❑ community system; ❑ individual (private) system.;t ;;Shaw and deurtbe individual j)wen in ronplete detail to riparau drawings and ipnlficatioru according to requirements. Houle drain (inside): ❑ cast iron; ❑ tile; Q other�l(louse scwcr (outside): ❑ cast iron; ❑ tile; ❑ other , - Water piping: ❑ galvanized steel; Q copper tubing, ❑ oilier Sill cocks, number—.. Domenic water heater: type G19SS l i no sl-nrana ; make and model Anter AM40 ; heating capacity LiO, oaf l gph. 100' rice. Storage tante: mntaria�l-aSS/st('e . capacity -4,Q..., gallons Gra est -vice: tib utility company; ❑ liq. pet. gas; ❑ other Gas piping: P cooking; P':-muae heating Fcoting drains connected to: ❑ storm sewer; ❑ wviitary ttwer; ❑ dry well. Sump pump; make and model �.— ,; capacity ; dit:charga into 23. I.0-ATINOt ❑ Hot water. ❑ Steam. ❑ Vapor. ❑ One-pipc system. C]Two-pipc system. E] Radiators. C] Convectors. C)Dazeboard radiation. Make and model --- -- R.diant panel: ❑ floor; ❑ wall; ❑ ceiling. Panel coil: material ❑ Circulator. ❑ Return pump. Make and model ; capacity_.. gpm Boiler: snake and tttodcl Output Btuh.; net rating Utuh Additional information: :•...-..r--- Warm air: ❑ Gravity. Q Forced. Type of system -I 1� %Fj tma I''i)1"�e Ai t- 1'Urnace Duct material: supply Plasticr..,,trn (;alv P'1Ctd� Insulation ' - sthieknes& ' 21f rl C�' ;ifs lair intake -�-_ Furruc:: make and model . �f 6 UG -'Y U, Input _Z60, 000 Mutt -i output,t.-�(��C� ,... Dtuh Additional information::4L ------ ❑ Spacc heater; C] Poor furnace; ❑ wall heater. Input Btuh.; output Btuh.; number units Mase, model Additional information: -— Controls: make and types Jade .TTI B AI I Loma l" l ra-mom--- Additional information: ---�-- Fucl: ❑ Coal; ❑ oil; ;M gas; ❑ fen. pet. gas; ❑ electric; ❑ other , storage capacity �,... Additional information: Firing equipment fumichcd ecp ratety: ❑ Gaa burner, conversion type. ❑ Stoker: hopper feed ❑; bin feed ❑ Cil burner: ❑ prcasurc atomizing; ❑ vaporizing �-^---" Mahe and modes Control Additional information: - - Electric heating system: type Input watts; Q volts, output Btul Additional information: Ventilating ccluipmcnt: attic fan, make and model ; Capacity_ ."""'""'cb' kitchen exhaust fan. make and model flange Fair Ilood-1-2 sheen F to 1-183555 , L- Otlacr ticatipg, ventilating, or cooling equipment. �G ,AL2 1°U.clv(/d C D 3644 . L .4,------ 24. EAG „UM WlRING4 Service: C1 overhead; Q underground, Panel. ❑ fuse box; circuit •breaker; make 13r��anl' AMP's 1 �--: . eirtuits.� Wiring: ❑ conduit: ❑ armored cable; (A7' nonmetallic cable; ❑ knob and tube; ❑ otter ----- Spacial outlets: ❑ range; ❑ water heater; ❑ other A Irnnr' i2 Doorbell. ❑ Chimes. Push-button IoeationsFront door Additional information: 25. 68Gh"i(a 1HO FIXTUIES: Total numb:r of fixtures 16 Total allowance for fixtures, typical installation, b 400 Nontypical installation — Additional information: ®� - DESCRIPTION OE MATERIA1 J DESCRIPTION OF MATERIALS 26. INSULATION: LoGAT/oN T"k-%m LY MATTR&At, TT►t• ANo Mtr"uo t,r IN%TA LATjUN Roof VAPOR B.1141tR ' Ceiling 11 R-38 FliB 1 t tS Wall qtr – Ba L" tS Floor 27. MISCELLANEOUS: (Describe any main dwelling materials, equipment, or construction items not shown elsewhere1 or use to provide additional information where the space provided was inadequate. Always reference by item number to correspond to numbering used on this form.) t HARDWARE: (make, material, and nnish.) Kwikset Belair Brass SPECIAL EQUIPMENT: (State material or make, model and quantity. Include only equipment and appliances which are accept• able by local law, custom and applicable FHA standards. Do not include items which, by established custom, are supplied by occupant and removed when he vacates premises or chattles prohibited by low from becoming really.) _ _Ki tnhan ranop • Cnl nri r RT �iLtS PORCHES: TERRACESt OARAON: hep P1 an WALKS AND DRIVEWAYS: rr Driveway -'width 16. ; base malcrialCOncrete ; thicVPess 4 "; surlacing material ; thickness From walk: width 3 ; material Concrete thickness 4 Service walk: width ; material ; thkknns ,' Steps: material treads risen Check walls OTHER ONSITE IMPROVEMENTS: (Sp sly all rtlrnor somite nrrrprotvnunrt not drsrrrbrrf theLvArre, nnr/uding ilrnu turA at unurual grodrnj, dreenels rhurfur(r, retaining luefts, frwa, reilinjr, and arerwry shurlurrr.) V Wood Fence- automatic ence automatic sprin LJ LANDSCAPING, PLANTING, AND FINISH GRADING:Per 414 S .1, Rev 1, Appd i x 8 Topsoil " thick: ❑ front yard; ❑ side yards- rear yard to feet behind main building. Lawns (see/ . sod". or tpriurd): front yard s side yards '–n Q nae yard Planting• as specli'l d and sten n on drawings; ❑ as fullows; Shade trees, deciduous. "caliper. Evergreen trees. to ____', B At D: Low flowering tree, deciduous, ' to Evergreen shrubs. ' to ', B & B. High -growing shrubs, deciduous, ' to Vines, 2 -year Modium•growing shrubs, deciduous, ' to ' Low growing shrubs, deciduous, ' to I _ 1Dt wnrICIATtoN.—This exhibit shaU be identified by the signature of the builder, oc sponsor, and/or the proposed mortgagor if the latter is known at the "e of application. Date- / � / I .' �.. Signature Signature 4 HUD•9200516.701 VA Form 26.1862 Form FmH� 424.2 DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated . (619) 347-8631 , Date 1/7/93 1 Type of Permit La Quinta No. 111952 Permit # T Log Owner Name Coachella Valley Housing Coalition No. SEE Street BELOW City La Quinta Zip 92253 Study Area 112 APN # I Tract #I Lot # 0 Square Footage 112,736 Type of Development I Single Family Residence No. of units 10 Comments 52070 Madero; 52155,355 Navarro; 52447 Rubio; 52250 Obregon; 52865 Velasco (6R1222sf) �;Inc;n Mpntin7a;C;?Ac)�,9Sn Rtthi . r%?Ann Martinn7 (4 Cud 1.1g1 cfl 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 or, replacement mobilehomes. It has been determined 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 Government Code 53080 in the amount of 1.58 x 12 736 or $ 20,122.88 have been paid to D.S.U.S.D. 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 City of La Quinta Telephone W-2246 Name on the check By lamps E. Livply Assistant Superintendent, Business Services Fee collected /exe ed by n rthur , Payment Receive; .: . Signature ' Check No. ].4,�4 Collector. A ach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy -Accounting