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9512-076 (RPL)I LICENSED CONTRACTOR DECLARATION I hereby affirm 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. -' '70 i3 ,30/ Licens # Lic. Class Exp. Date IDateSignatureofContractor�'zm:.:,r.� ,..� OWNER -BUILDER DECLARATION I hereby affirm 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 Signatureof 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 (-4-T pArj .- Policy No. n:xrr�i7��7r_tul (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'rnanner 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 thoseigions Date: /Z -/ k fff Applicant -_ Y''' 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 application agrees to, & shall, indemnify & hold harmless the City of Indian Wells, 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•bify 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 �icoristruction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. ' Srana4ure • (Owner/Ager>t) �. �. ;....�•,T"._..-aC""..�- Dabs �� 4�.J�•7 ""'BUILDING PERMIT PERMIT tPM076 DATE IV14195 I VALUATION S8.(J0#.(1fi LOT TRACT JOB SITE ADDRESS 51-070 Avdnda Cartan=a APN ` a OWNER CONTRACTOR S1.iNROSE CORPORATION Sunrose Corp atiozl 72-850 SOME12A RD. '?2-850 Soinena Rd. PALM DESEPU CA 92260 Um.Desert CA. 92260 (619)346-M0 t.:8I,# 1..137 DESIGNER/ENGINEER 346-2840 USE OF PERMIPOOL AND/OR SPA pool 01dy FEE DESCRIPTION FEES P00.1, A1J'1.1/OR SPA. 8,0©0,00 LS ESTAT IATED COST OF CONSTRUCTION PERMIT FEE SUMMARY PLAN C-WtCf{ F F 101-000-439-318 %x.35 CONMRUCrION 11E 1.01'000-4.18-000 $99.00 f N EC'NATNICAL, FEE -- POOL 101.000--421-000 $24.00 Ur) &,EMICAL Ff^:E -- :FOOL 1011-M)0420-000 $45.00 ® rn PLUMBING F -- POOL 1.01-000.419'000 $27.00 T - LO ri a U Cl f, SUR -=A1,. CONSTRUCHON AND PLAN C14EC1K _ $239.35 LESS PRE -PAID .FEES $0,00 JOTAL PERMIT FEES DUE NOW �tx34,35 RECEIPT DATE BY DATE FINALED INSPECTOR OPERATION DATE 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 & 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 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 Encapsulation Gas Piping Gas Test Appliances Final Final Utility Notice (Gas) 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: CHARGED IF THE A FRO ."D RLANSAIIND JOB CARD ARE NOT OIV TI it SITE ---FOR A,.—s4 SHED:<a _ ULE®�INSPECTIO�. Y{• - .... '..€'�1.' _ '0;:..- `��3�'''r-:' c;'- •>?i .`� mil. .. .. � - � ... :f:�.'• , ''�``I!, _ .;fir. �:,> . . �`�".n:.�e,' =. .%i:' NO- EX�C E.PT-1 �0 N S . • .—_... _ _. .j. 7•"<. Ire .''o:ti+ -a'•=:� 't�.=riY .Y-' '«.;�..•:± ' � ��•r._ _. v:w. 1`�=ra•.•�4 �S,a, �4.. w•. R` .r•: Y: -D; ..SJ'�'-�, :'ado .hi +l•�p!• • y,-?r� t -_i 'j, � � "'�:' ....�....«.,..�..►-...e�...r��....r.,-,.o.,,, L --a.:' � .!�< ib: '-i `i'� r�:-i� �" � �,Yti:•'� :�i�.v�+. • C Gtr p _ . � ��� � = ����:�= �� ` ''`�-��••�,� rte,: �\ � X-. �: qtr •..a�Rt'. ~,f .: s - tw `�", ft - \o �... Mfr;.-a;�.� r��-� - - • ... ,�qP R"�. /7 �►� Q ' - L" Qsd �f �:t.� TA BUILD ✓ ti N ..a���cS±.��:%'yi4d;=' �'j�. •"• - j��������w �� `y i.-•M•Q.�•"�yW+F': j- !j '�Y'-�R. i � � \ 'tel CONDITION XEPTED FOR CO .S - UCTBg Nrz ±3JECT TO INSTALLA to as PER � �� �':spRarJ65 =���� - ... .. : •, ND ALL �� -- I A APPLICAELE COD � hs, �. _ _ : <.. •f -,r:- �:`'':��: � r. ;.• -• �,� � �f DATE2 b :�,'._F.._. r'.y—`� ya . , Dv - �-�a� �����_'.'tl'� .� �.''f9•P•+ '. .yam. ' 't:.. : MM :-1.: 4►^=..tit• .�..:.,�•�y�-T��,°�' w f�'y (y l?i� •�� ? � 1 �`s�'� �;'1 •<<":� �.�;� Q � fir! r, - i ter`:: , :_'F��.`•.:-.i. ...... �;y:,�..��. � i.0 _ :.rk . T.......�'-T77 LO G� `(/liG.. rt /K/L � � \ � V_<.:.�r :ti: �, r ,1-.^. • •s � � "�..�• �:? ;' � !� :) : S . .,. y.•LS' .. - � _ • -I. a•:.. ;�'� �� y:1 r;f+i1.) wFL +n .: �,. � 'J+.. �' P. .r-:. ..•..rrrw w.:+..•+•r.x . _:F�. _ - .. .. .ri..•ty:f'-� ~Si%f� ,�. _'..w ..� Y �';iw rr, }/.�I^'�._ � I?: .,��3��_ _ �.a"r+r".w.•.... � < N .. - , .. d-�,,r...._ `M0. -..•+db*. r •iY •� ..r.i � �• a N'•w+ b .v y'� 2 - ' /,SLOClG LI/,gG � :.::::.•; =- _ ,;$LOGIL%"��.. �%:�+! h� .; . ='T]ate:.` ' , ,;i li \ Z`�•:�,"L�' �3f,Ci �- -• .^r•, < •:_?..- 4,: s��.�' =:r.�-'���r�.: ._i'l� '�•--� - -=r 't .� � � ..`• `. ..ar4i� �: ` .. ' is •• ' :;:� •' Scale •ice' TaT 4Cv �cv 78495 CALLE TAMPICO — LA QUINTA, CALIFORNIA 92253FAX (619) 777-710 01 September 19,1996 .Sunrose Corporation 72-850 Somera Rd. Palm Desert, CA., 92253 RE: Pool Permit # 9512-074 & 9512-076 @ 51-090 Avenida Carranza & 51-070 Avenida Caranza Dear Sunrose Corporation, The purpose of this letter is to inform you that your Pool Permit# 9512-074 & 9512-076, for the project at 51-090 & 51-070 Avenida Carranza, has expired. In accordance with 1994 UBC section 106.4.4, no further work may be performed until a new permit has been issued. Please.contact Daniel P. Crawford Jr. at (619) 777 -7027 -to obtain any information you need regarding a new permit and/or any required inspections.. Should you choose not to complete the project, we would then have to pursue any or all of the following actions: 1) Abatement of the project through the City Attorney's Office and Code Compliance Division. 2) .Notice of Non -Conforming structure placed upon property profile. 3) Action filed with Contractor State License Board. Optional if Owner/Builder. Please contact us at your earliest convenience prior to 30 Days to resolve this issue, and for any . questions you may have. Sincerely, Mark Harold - Buildjad-g & Safety Man er - Daniel P. Crawford Jr Building Inspector I cc: file ,t MAILING ADDRESS - P.O. BOX 1504 - LA QUINTA, CALIFORNIA 92253 DESERT SANDS UNIFIED SCHOOL DISTRICT 82-879 Highway 111 NOTICE: Indio, CA 92201 Document Cannot Be Duplicated 619-775-3500 Date 111/13/951 Type of Permit I La Quinta No. 113866 1 Permit # Log Owner Name Sunrose Corp No. 51070 Street Ave. Carranza city La Quinta Zip 92253 Study Area 113 APN # 773-061-005 1 Tract # 173 1 Lot # 19 Square Footage 11550 Type of Development Single Family Residence I No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures 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 1.72 x 1550 or $ 2,666.00 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 Sunrose Corporation Name on the check By Dolores A. Ballesteros Superintendent Fee collected /exempted by Pauline Pearson Signature ; p�, �, X 4 AA A. ah A& Televlibnej-}346, 2840 - •`r Payment Received $2,666.00 Check No. 116 Collector: Attach 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 A ���.!/rL � �• I •'��'�8',�Y •�. � dam'. �' �`,� W�ppO � c < <�.'. ti,� • . "";fir. ;�'r.Ii\!,C^,��,'.i! X Aye < ��-. - ;. )♦�!!b�-�1Q#*\rfs ♦ � �'� e T :3'�+-+'.a..pri..af.�: • t.�-..r.•---.i. yL� ;:.•A. ;.. rr,�.w ��rn� �!'�tc�d �NSIPECTIM, TIMBER PRODUCTS INC. ,t dba GENERAL TESTING AND INSPECTION AGENCY „ ;;•, •; Post Office Box 2'0455 !''k' ` 6600 NE 78th CourtSuite A-5 Portland, Oregon 97220 We are an inspection agency recognized by the International Conference of Building Officials. Council of American Building Officials NER-QA 275. This is to verify that: SPATES FABRICATORS, INC. 85-546 B -Middleton Street Thermal, -,CA 92274 is under our Audited Quality Control Program and has been since: July 2, 1990 We audit the production under the Uniform Building Code Standard 25-17, Section 25.1738 and 39. Inspections are made at least quarterly and we make intermittent inspections of trusses in the field. We find the quality observance of this plant to be in Conformance to the Standards. �) 4_Wa". A TIMBER PRODUCTS SPECTION, IN . Iwo. r, � �, ' ICBG Evaluation Service, ,Inc. ' A subsidiary corporation.of the International. Conference of Building. Officials ;,:',..,; :.':. ;:'' _ :,• ",. �:,., ...... .... .: .. .. ,.... ... ,.. .. ... .. •Report No. 29L EVALUATION REPORT. Copyright m 1991 IC50 Evaluation Service. crit. May, 19: Filing Category: FASTENERS ---Steel Gusset Plates (066) •• CONNECTOR PLATES FOR ROOF AND FLOOR• TRUSSES AND OTHER TIMBER CONSTRUCTION ALPINE ENGINEERED PRODUCTS; INC. ' POST OFFICE BOX 2225 POMPANO BEACH, FLORIDA 33061 I. Subject: Connector Plates for Roof and Floor Trusses and Other Tim- ber Construction. II. Description: A. General: The truss connector plates are formed by die stamping A446 Grade A, or better, galvanized steel conforming with U.H.C. Standard No..27-1* except where otherwise noted. The wood trusses are assembled in a jig and the teeth are pressed into the wood members with a power press constructed in accordance with the man- ufacturers specifications. B. Alpine Truss Connectors: The Alpine plates are formed from No. 20 gauge (.0356 -inch minimum) steel and have two'/6-inch-long by .122 - inch -wide concave teeth punched from a single hole. Each pair of teeth Is 1 inch on center along the length of the plate and 1/4 inch on center along the width. C. Viking Truss Connectors: The Viking plates are formed from No. 20 gauge steel and have two'/6-inch-long by .140 -inch -wide concave teeth punched from a single hole. Each pair of teeth is .90 inch on center along the length of the plate and across the width of the plate each pair of teeth alternates with .293 inch and .350 inch, forming groups of two pairs of teeth. Each group of two pairs is .643 inch on center across the width. Where the root of each tooth meets the flat plate, a tooth -stiffening dimple is punched. 0. Trulox Truss Connectors: The Trulox plates are formed from No. 20 gauge steel and have .131 -inch -diameter holes punched In alternating rows. The holes are 2 inches on center along the length of the plate and are .7 inch on center along the width. The plates are fastened with nails such as common nails .113 inch in diameter by 13/6 inches long. The num- ber of nails installed is determined on the basis of the design loads to be transferred through the connector. E. Series 680: Series 680 truss connector plates are made from No. 16, No. 18. or No. 20 gauge steel. The Series 680, No. 20 and No. 18 gauge. have teeth 1/2 inch long and the Series 680, No. 16 gauge and the Series 680A have teeth 9/16 inch long. The teeth are 1/6 inch wide, project perpen- dicular from the plane of the plate and are in longitudinal rows with every other row facing the opposite direction. There are three rows of teeth per inch of plate width. The Series 680, No. 20 and No. 18 gauge teeth repeat each 3/4 inch and the Series 680A and Series 680 No. 16 gauge repeat each 1 inch of length. Each tooth has a pointed end and a stem that flares out at the base. The tooth cross section is V-shaped. F. Series T: The Series T connectors are stamped from No. 20 gauge gal- vanized steel. The plate sizes may vary in width from 1 to 12 inches in 1/2 -inch increments and may vary in length from 13/4 to 171/2 inches in in- crements of inch. Two opposing teeth are formed from each die open- ing. The openings are 1/2 inch in length and 1/10 inch in width and a spaced r/6 inch on center along the length. The die openings are in pai across the width and are spaced 1/2 inch on center. There are 9.14 tee per square inch of plate. The teeth are 1/10 inch wide, 5/16 inch long, point and V -grooved. G. Series K: Series K truss connector plates are formed from No. gauge galvanized steel. Plate sizes vary from 1 inch to 12 inches in widt in 1 -inch multiples and from 15/16 inches to 235/6 inches in length 15/16 -inch multiples. There are three pairs of teeth per inch of width spat( each 15/16 inch along the length. Two opposing teeth (one pair) are forme from each die opening. The die openings are .135 x.540 inches with eves other opening staggered 1/4 inch along the length. There are 4.57 teeth p, square inch, each averaging 3/6 inch in length and perpendicular to it plane of the plate. Teeth are pointed and V -grooved. H. Alpine HS connectors: The Alpine HS connector plates are form( from No. 20 gauge (0.0356 -inch) galvanized steel, two 0.327-inch-lor by 0.115 -inch -wide concave teeth are punched from a single slot. TI slots are 0.875 inches on center along the length of the plate and are stat gered 0.4375 inches on center along the length of the plate. An embo: sment in the plate is formed in the longitudinal direction. The slots at 0.375 inch on center when measured across the embossments. The wid of the embossment is 0.063 inches. The steel has a minimum yiel strength of 60.000 psi and a minimum ultimate strength of 70.000 psi. TT galvanized coating conforms to ASTM A 525 specification with a G60 coa Ing designation. 1.1990 Accumulative Supplement to the U.B.C.: This report is unai fected by the Supplement. J. Identification: The truss connector plates are identified by the trail name stamped thereon. III. Evidence Submitted: Load tests, plate details and computation showing compliance with U.B.C. Standard No. 25.17. Findings IV. Findings: That the Connector Plates for Roof and Floor Trusses an Other Timber Construction are alternate types of timber connectors t those specified in the 1988 Uniform Building Code. subject to the fol lowing conditions: 1. Allowable loads and efficiency ratios for the truss plates are a . set forth in Table No. I. 2. The allowable loads for the Trulox truss plates loaded paralle to the length of the plate are 66 pounds per nail for th .113 -inch -diameter nail or In accordance with Section 2510 (c when installed In Douglas lir, larch or southern pine lumber Nails within 1/: inch of the lumber side edge or end shall be ne glected. 3. The allowable loads maybe increased for duration of load in ac cordance with Section 2504 (c) 4. Evaluation reports of ICBG Eroluation Service, Inc., are issued solely to provide Information to Class A members of ICBG. utilung the code upon which the repo, it bated. Evaluation reports are not to be construed as representing aesthetics orany otherattribuies not speeTseolly addressed noras an endorsement or recommen dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service. Inc„ technical staff hat reviewed th. test resuUs and/or other data, but does not possess test facilities to make an independent venfreation. There is no warranty by ICBG Evaluation Service. Inc., e.tpres or im plied, as to any "Finding"or other matter in the report oral to any product covered by the report. This disclaimer includes, but is not limited to. merchantabilit) Page 1 of: SPATES FABRICATORS INC. 85-453 6 MIDDLETON ST. THERMAL, CA 92274 . (619) 397-4122 FAX (619) 397-4724 Scale: 3/32" ti JOB: SUNROSE DEVELOPMENT LOC: LA OUINTA, CA DESIGNER: BTS Job: (SUNROS--) / TI TOP CHORD 2x4 FL 016Bet. BOT CHORD 2x4 FL 0i6Bet. WEBS 2x4 HF Std/Stud :W2, W6 2x4 SPF 01/02: (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING s ONLY. DO NOT USE WITH PLASTER CEILING. c ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n REOUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES 14 TO AVOID PONDING. w CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE ,o REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. & W fU QI Ln W —0.25 4X10 3X4 X3 0 3-3-0 4X W2 3'8 L 3X10 4X14 0- 19-11-0 X3 2X3 R=7170 W=3"8 TYP.— 20'6' — OVER 2 SUPPORTS 1-7-3 � V R=718# W=3'8 ' DESIGN CRIT UBC CA - Rev 17.2m Seq: 27 SCALE - **IMPORTANT* �L HOTE RESPONS FOA ANY DEVIATION FROM THIS PESIWI OR THESE SPECIFICATIONS, OR ANY FAILURE TO BUILD THE IRUSS IN C0190PHAHCE WITH OST88 BY TPI. ALPINE rd1tECTWS ARE WOE OF 296A GAILY. STEEL MEET I1D ASTM A4A6 GR 8 EXCEPT AS TIDIED. APPLY CONNECTORS 10 EACH FACE OF t/MJSS A!D 1AlLE55 OTHERWISE LOCATED pl THIS DESIGN. POSITION WI`PPIEFnC RS PER d1AM1165 170. 150 t 1606-F. DESIGN STarDARpS coIIFOPM N/APPLICABLE PROVISIOI6 OF IDS G IPI. AN EIGIIEEP'S SEAL ON 1N 1S ORAMIHG, APPLIES 10 nt Eii1iIPIEHI DEPICIEO HERE IN Olt V. AID SHALL HOT HE PELTED IpON In AIIY OIIEn MAI. WARNINGI"� ANDLIING. EPEc,1W BRACING. SEE HIB -91 BY IPI. SEE THIS DEs1WI FOR ADDITIONAL SPECIAL FSQMA EtIT BRACI16 RE IIUIREIEN75. ua.E55 DTHFRM ISE INDICATED. TOP CHgip SHALL BE LATERALLY BRACED WITH PROPER LV Ai7AIit0 FLYvpOR S0EAtuil6. BOTTOM P4R0 IIITN PRpPE0.Y AtI4CIE0 81610 CE IL LIG -- SEE ALPINE TEG�lICAL UPDATE 17/1/911 FOR PPOPEI ORIMALL APPLICATION. 00401SN A COPY TH15 OESIGII to !It TRUSS EEC11071 COMPACTOR. ��oQta 11 y'`4' S1 C �, V W CC VC = N0. 043845 * —^ r*39% * MIL `rlChi « T \�` 1 `O �1 A�� IC LL TC OL C DL C LL OT. LD. OUR. FAC. SPACING 20.0 PSF 10.0 PSF 5.0 PSF 0.0 PSF 35.0 PSF 1.25 24.0" REF 8795--7 DATE 11/� DAH cAU5R795 CA -ENG JR?C 4II' 16 VIII �I II�II� -•-TDI - MISS PLATE IIISTITUTE IDS - 1991 11AIIOtIAL CESIWH SPECIFICATI011 FOR MOOD CUSTRUC7I0H Jou: (SUNR(1S--) / T2 TOP CHORD 2x4 FL fi6Bet. BOT CHORD 2x4 FL IF16Bet. WEBS 2x4 HF Std/Stud :W6 2x4 SPF 11/!2: (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. L -5-.;-s 0- THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 OIMENSIONSI SUBMITTED BY TRUSS MFA. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING a ONLY. DO NOT USE WITH PLASTER CEILING. c In ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE 33 REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES `I TO AVOID PONDING. 13 ut CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE U3 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. W IU CD Ln W Q1 GD — 0.25 4X10 3X4 2X3 4XJO Ell- ul X1 X1 19-2-8 X3 19'9'8 — OVER 2 SUPPORTS 3 R=693# W=3"8 R=693# W=3'8 PLT. TYP.- ALPINE DESIGN CRIT UBC CA - Rev 17.2m SCALE 27 199 g 3750 p pFAILURE OAUS O C=3 p o 1= o C=) C=) O p L� O p **IMPORTANT**/�E�AI�� STIEDAESPP ODECM un- DEVIAT[p1 FROM THIS DESIGIS O, THESE SPECIFICAFIG115. OR ANY 10 RUILD TRE TTII155 IH COISOR1uHGE WITH OST88 BI IPI. ALPIIIE C!fOECTIVAS ARE HAVE Of 20CA GALV, STEEL HUTPG AS114 A446 CA B E%CERT AS TOTED. IPRLV COIlECIWS TO EACH FACE Of TRUSS Aro IIAESS OTIETMISE LOCATED OT THIS DESMK POS1110H W/ PER URAWttfS VISI 150 F IGS -F. DESIGN STAIUATVS M IS (CABLE h7TpVlSId6 OF LOS C IPI. 41 bG11ECH'S SEAL IH THIS rnAWI1G AERIES TO THE COPOrEHI DEPICTED HERE IN Ott r, ATO 5HALL rOI BE tELtID t1RW1 IN AIIY Olt" WRY. WARNINL7INIF��NOGIREPEf.I EXIIIEK LuJ CARE SAACII16. SEE HIS -91 8Y IPL SEE THIS DESIrH FDP AM11119MAL SPECIAL PERMAIEIIT BRACING RE OUIREIEMS. UTA.ESS OTHERWISE IIOICAIEO, T0P CHORD $,TAA.L 8E IAIERAILY DPACED WITH OOOPER Lt ATTACED PLYw.YJO SIF.ATMTtG, BOTTOMCHOODC WIT„ PRDCCJLY A 1."AlAUVO RIG/t 911 F R -- SEE lLP llaE lECwIICIL Il'OAIE 17/1/911 FOR PPO1#1 OP/WN,I APPLICAtIMI FVR1115H A CIDP/ Of N/IS OE. I. f0 LIE TRUSS EIEf.111%I C J RACIOR. ZI y S�\� C W C438ds *i63097* 'fly 1•IM ( 1 CA l�� 70 .1�t C LL TC OL C OL LL TOT.LO. OUR.FAC. SPACING 20.0 10.0 5.0 O.O 35.0 1.25 24 .0' PSF PSF PSF PSF PSFCOIIfORM REF R795--77703 DATE 11/22/94 ORW CALISA795 94326536 CA -ENG URCtWORW 70 r --TPI Tm1SS PLATE Ir511W1E, IOS - 1991 tuFIOrNL DESIGII SPECIFICATIOt1 FOP WOOD f.0151PtE110r1 Job: (SUNROS--) / T3 TOP CHORD 2x4 FL f16Bet. BOT CHORD 2x4 FL ff6Bet. WEBS 2x4 HF Std/Stud CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. m 3-3-0 3'8 0 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. THIS DESIGN TO BE USED WITH DRYWALL OR OTHER FLEXIBLE CEILING n ONLY. 00 NOT USE WITH PLASTER CEILING. c Ln ROOF DRAINS AND SCUPPERS MUST BE PROVIDED THAT WILL MEET CODE n REQUIREMENTS AND ALLOW COMPLETE DRAINAGE OF ROOF AT ALL TIMES `E TO AVOID PONDING. � CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE to REQUIREMENTS OF I.C.B.O. RESEARCH -REPORT #2949. IU L71 Ln w V (aD ��- 14'6" OVER 2 SUPPORTS R=508# W=3'8 R=507# W=3"8 Seq: 27201 PLT. TYP,- ALPINE DESIGN CR T UBC CA - Rev 17,2m SCALE v 0.5000 T� T� o 0 0 V9 O O ' oATRUSS f.7 O O 0 **IMPORTANT *i�L '�IA�e� aE opSlaz' �o�n A.- OEVIATION FR1N THIS DESIGN OR THESE SPECIFICATIp5. OR AIIY TAILUIE 10 BUILD THE TRUSS ill EIVITOTINKNCE Wil" G5188 DY IPI. ALPINE CpaECipTS ARE I40E OF zOGA T/ALV. STEEL 1QEIIHb AStM 44/6 CF B EXCEPT AS NOTED. APfL / Cp1ECTpR TO EACH FACE OF Hass ATO LR&ESS OTHERWISE LOCATED ON THIS OESIGII. POSITION Cal &CIOAS PER OPAWIIbS 130. 150 L IFOA-F. GESIGII StADLms T:FIWORA NIAPPLICABLE PROYISIIWIS OF NOS C TPI All EIHGIIW:EP'S TM (S OPAMIT& A{`RIES TO T1E COTPOIQTII pEP1CtE0 HENE Al0SwLL TOT DE PELTED UPQI IN AIPr OPER WAI. F4.1 WARNINGINIUS tlEODU1`EEEXIMM Ga E BRACING. SEE HID -91 BY IPI. SEE [HIS DESIGN FOR AOD171011AL SPECIAL PEPHAIEHiI BPACIIb RE OUIRENEHTS. I11E55 OiIERNISE [TOICAfE0. TOP CHOPO SMALL BE LATERALLY RPALED WITH PROPER LY ATTACHED PLYWOOD SHEATHING, BOTTOM CNp7p WITH PROPERLY ATTACHED RIGID CEILIIIG -- SEE ALPIIE IECHTIICAL UPDATE 17/1/911 FDP PROPER UPYNALL APILICAlilk7. FOf1115H A COPF Oi UIIS DESIGNTO THE TRUSS EPECTIaI CO PACTUR. al �SP1 �, ¢ V NQ, 5 � 6m9I %C�Y��Q` A 1 [O�L� UU 4 `L ! Z r A *TOT.LO. TC LL TC DL C DL C LL 20.0 10.0 C 5 . O O O 35.O PSF PSF PSF PSF PS REF 8795--77705 DATE 11/22/94 DRW LAUSR795 94326537 CA -ENG, JR OUR.FAC.1.25Lp - TIWISS PLATE 111STITUTE.. TOS - 1991 RATtpIAL DESIGN SPECIFICATION FOR WOOD CG:SITUCTION SPACING 24.0'