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0105-144 (SFD)LICENSED CONTRACTOR DECLARATION I hereby affirm Under penalty of perjury that I am licensed under provisions of f�hapter 9'(commencing with' 'ection 7000) of Division 3 of the Business and Professionals Code, and my License is.in full force and effect. License # " *_ Lic. Class Exp. Date -Date Signature of'Contractor DER DECLARATION 1 I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) I; as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business & Professionals Code).* (,„)»''I as'owner of the property, am exclusively contracting, with licensed. contractors to construct the project (Sec. 7044; Business&.Professionals' Code). `\ . • . ( ). I am exempt under Section B&P.C. for this,reason 114 Date i4i.(21 Signature- of Owner .!.1,': WORKER COMPENSATION DECLARATION I hereby affirm under penalty of .perjury one of the following -'declarations: have -and will maintairf 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 willmaintain 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 Policy No. (This section need not be completed if the permit valuation is for $100.00 or less). () . I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws .of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor t Code„I'shall forthwith comply with those provisions. Date:! of . rs 1 Applicant 4 ✓.% 9varning:"1Failure-4oysecure�W.,orkers',C6mpensation coverage is unlawful and shall subject an employer to criminalpenalties ariii civil fines up. to $100,000, in addition to the cost of compensation, damages as provided for in Section'3706 "of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to ,the conditions . and restrictions set forth on his application. 1. Each person upon whose behalf this application is made & each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result'of this applicaton agrees to, & shall, indemnify & hold harmless the City`of,-a Quinta, its officers, agents and employees. .2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance cf such permit,..or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes, ;X Signature (Owner/Agent) ' �% +? %f Date a BUILDINGPERMIT, PERMIT# DATE /' , j VALUATION LOT WDS-144 W-144TRACT 6ho ID JOB SITEr L APN '! ADDRESS 66 .��,��pp ,,pp ��,,gqgyaayy'��,�g��7, �(,� y �•'�y •��y �A"�A'.14/ AMMMA L°.'�i.AA.0.Y7A7O sy�µ•� p /p/� / 34.30..^4.!' i k. OWNER CONTRACTOR/DESIGNER/EN (NEER WAUY 3. MUZ S r e; �!'Wi3�itMMU31DEM PO DOX 6041 X LA C2irIM O 92253 } C��rS4 USE OF PERMIT SPO - k ARM1 1T DOES W40T Ie1C'1..Z11•, E BLOCK WALLA POC' Z OR VIM MAY - A1 PIP1 0t,.CH, ; TRACT CONS'1'RUCT)'ON 0-16.00 Ely PORCl•I,P.±��xt 4�0. 'G8 S%' 0AR.AC,ris CARPORT OF Y -T. WOOD Met AO.00 Lp •gi.'.�;`1y�.d<.i�� .. Mgt0 �4+•M�J•-E�ffi.MS.fi 4. A.d.'bd.C.V , C�.Y�yaYNa'.3.''✓ r\ �^� `yy��,( p(CyLyf�p�4.L�L+`4�fi1�LS..r• Ji',gvrwRw S..LL1 A'+RP,•Y �6�iit'F561'ii8+l�l.�i.7. 0000TRUerlow FM 101-000-418-000 MCA Vk,'AN CHECK 0iXF 101-006.4-39-319 $3u9.t39 MECHANICAL FEE. 101.000,421.000 $60,00 1f.8.tWTRICALE' 101-=1•420-000 P1,tvT4DINO FRE, 101 -WO-41 9-000 SI M?$ \s'Y1?t3'fm NOTION I yxi - :ILwin 101-;000-VA1-0003 $10.13 101-000-423-00. 21.01! OEdUR1„ IP ]MRACTi ME PRECISE P1 AW 101.000-443.3.45 IIIOT�,f� A-Wr IN 1aiMLIC PLACES » RESIL 701'• 000-m-..000 FEE DEPOSIT 1.01-000439.310 'tom �.' 'J.CJ1:3.01 O PLM CY�'pC`.yI�G. 3ttw°,� .5ri3 JIM11r .�RU_PL'7�L7✓ nT. ' .'L•S -W'50,00 :JUN 1 4' 2001 :�' A ` MW1T V%'Y._W ME Now '1~e CITY OF LA OUINTA FINANCE DEPT RECEIPT DATEBY Epn -tJ-- JINSPECTOR �f Lt,1 INSPECTION RECORD 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�/� POOLS - SPAS BLOCKWALL APPROVALS 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 U— G Appliances Final COMMENTS: 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 IJW Notice (Penn) Q o� a �y CITY . 4 A QUINTA ,..•-BUIL*NC-4 &,'lWETY DEPARTMENT Fel OF'CNF' � \,7 012 7 INSPECTIO -,,REO�UEST LINE •_- 7�� 715 WALLY S.,1V[,LES Permit Number 005-144 PIS T_ ' II JOB IN CONSPICUOUS PLACE INSPE OR MUST SIGN ALL APPLICABLE SPACES JOB ADDRESS 51-640 AVENIDA VALLEJO SFD - PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, OR DRIVEWAY APPROACH. TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK FOOTING STEEL MAIN GROUND SYSTEM GROUND PLUMBING PRE-GUNITE DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED CONCRETE SLAB `5 JOISTS & GIRDERS ELECTRICAL GROUND WORK DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT- A/C .FIREPLACE ROOF BOND BEAM O.K. TO WRAP�� GROIN ❑ 4' ❑ 8' FRAMING _ 'P INSULATION PRE -ROOF COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED DRYWALL INTERIORv' EXTERIOR LATH 7. , POOL PRE PLASTER POOL FENCE & GATE SEWER SEPTIC TANK FINALS ELECTRICAL`= - PLUMBING FINAL GAS TEST HEATING - A/C HOUSE NUMBERS JOB COMPLETED TEMP POWER ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING 1 F� CITY O�;LA QUINTA , -wS to 1I.LDNi G & 'ftTy DEPARTMENT F . .71012 � • JAN `41NSR 5 Tl._Z�7 7-'1153 EST LINE Contractor OWNER BUILDER Permit Number 0201-236 POST ON JOB IN CONSPICUOUS PLACE INSPECTOR MUST SION ALL APPLICABLE SPACES JOB ADDRESS 51-640 AVENIDA VALLEJO COMBINATION 32"RETAINING/6' GARDEN WALL/ PARTIALLY CONSTRUCTED -INSPECTOR TO VERIFY EXISTING CONDITIONS PRIOR TO NEW WORK. CITY STANDARD DETAIL. TYPE OF INSPECTION DATE INSP. FOUNDATION & SETBACK FOOTING STEEL l� C MAIN GROUND SYSTEM GROUND PLUMBING PRE-GUNITE DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED CONCRETE SLAB JOISTS & GIRDERS ELECTRICAL GROUND WORK DO NOT POUR CONCRETE UNTIL ALL ABOVE HAS BEEN SIGNED ROUGH ELECTRIC ROUGH PLUMBING ROUGH GAS & GAS TEST HEATING & VENT - A/C FIREPLACE ROOF BOND BEAM 0. K. TO WRAP GROUT ❑ 4' O 8' FRAMING INSULATION PRE -ROOF COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED . DRYWALL INTERIOR % EXTERIOR LATH IPOOL PRE PLASTER POOL FENCE & GATE SEWER SEPTIC TANK i FINALS jELECTRICAL PLUMBING FINAL GAS TEST HEATING - A/C HOUSE NUMBERS JOB COMPLETED TEMP POWER ABOVE APPROVALS DO NOT INCLUDE RIGHT TO TURN ON UTILITIES OR OCCUPY BUILDING �"rTa"'9r• r�i r"'um9c-1--+6 �f ,- .".« , ; -.--a! _ .. .{ i ' , •r �. ; - .. � .. � �, , „ . --• y r . r� Building Address Owner -f F, Mailing Address O City Contr&cl At Uy . C CtJi�- P.O. BOX 1504 APPLIC TION ON �J 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 .DING: TYPE'CONST. OCC..GRP. Number 7;'!3—/-? % -Lid h/ d Description 20 %' A-5-3 :ct Description Zip Address _ s /7 r City Zip Tel. i oio�' State Lic. City & Classif. Lic. # Sq. Ft. // No. / No. Dw. Size �S to Stories / Units Arch., Engr.,�, _ Designer TOAzi CAST/l _SAC 4 - 19555, �/-y TIES New Z�' Add ❑ Alter ❑ Repair ❑ Demolition ❑ Address / PG, QGX 36 ZY Tel. 77/- S�7:S City Zip ' State 5 f1 m E #6, / �i'ZLr'! Lic. # 61 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 05i;_:effect. SIGNATURE DATE OWNER -BUILDER DECLARATION Estimated Valuation I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to Construct, atter, improve, demolish, or repair any structure, prior to'Its Issuance also requires the applicant for Such permit to file a signed statement that he is licensed pursuant to PERMIT AMOUNT the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permitPlan Chk. Dep. , _ ..» �C , subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ! Plan Chk. Bal. I- I, as oner of the property, or my employees with wages as their sole compensation, will A do the wowrk, and the structure is not intended or offered for sale. (Sec. -7044. Buisness and Code: The Contractor's License Law does not apply to an owner of -property who Const.Professions builds or improves thereon and who does such work himself or through his own ertiployees, Mech. provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden ` 'Electrical.. of proving that he did not build or improve for the purpose of sale.) `-Plumbing/ FI 1, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law - does not apply to an owner of property who builds or improves thereon, and who contracts for S.M.I, such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading VM U 17 1 am exempt under Sec. B. & P.C. for this reason Driveway Date Owner Infrastruct WORKERS' COMPENSATION DECLARATION 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 No. Company n Copy is filed with the city. ❑ Certified copy is hereby furnished. FINANCE UPT TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work. for which this permit is issued, I shall not employ any person in any manner so as. to become subject to the Workers' Compensation T. Laws of California. Date Owner NOTICE To APPLICANT: If, atter making this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit.is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that 1 have read this application and state that the above information is correct. Issued by: Date Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Validated by: Signature of a0plicant Date Mailing Address Validation: City, State, Zip WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION Desert Sands'Uriified School District 47-950 Dune+Palms Road Notice: - La Quinta, CA 922}5.3 - Document Cannot Be Duplicated 760-771-8515 ,; CERTIFICATE .OF COMPLIANCE Date 6/14/01, APN# 773-132-006 No. 22113 Jurisdiction La Quints' r Owner NameWally S. Miles Permit #0105-144' No, 51-640 Street Avenida Vallejo - Log # City La•Quinta Zip 92253 Study Area LY Tract # B53 U5 Lot # 19 Square Footage 1,526 ' Type of Development Single Family Residence No. of Units 1 Comments u 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 r Government Code 53080, in the amount of 2.05 X 1,526 ' or $ 3,128.30 ` 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 CC/ Chino Commercial Bank - Wallis S. Miles , Telephone 760 771-4824: ' Name on. the check • , ,..<^ -�++ By Dr: Doris Wilson Superintendent •r' .v�� 1 tj'" Fee collected /exempted by Paula Ruiz Payment Received `$3,128 30, Check No. .1465 Signature ' OTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified Dove will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to Dllect them on the District(s)(s') behalf; whichever is earlier. w Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicarit/Receipt Copy -Accounting, L t':t- .-' S ", ;ta. ! :, •. ,z •� t r. �, "r.^ 688fN.,_ Arrowhead; Avei ; #204 i AIM. :, San'�Berrardino;. CA -9,2491. •l' : �`ti ":}? 4 i__ ,,r e 1 r - r � r., Zas>I ajt .;Y: _ •",,•�,.a < .�x� �. �.. I�1..'. � t. ,,. 13 ., rT,' SPACE .t ' APN 7.71 132.006-3'�.,�, .� ' t` # ,t w �` M 160491 � • !• DO i� 2001— c` +t r^• r 1 '-- . G UESTED BY ,� EQUESTED BY:, ` 04/17/2001 08:00A Fee: 28.00 4y ,, j,N F COhViN-IOi`J,1%EAL f i I LAND�TITLE CO ' ^< PaelofS+ a Recorded in Official Records , A3a 4'11; WHEN RECORDED MAIL TO , q ,; r �.'.._ u. •'F 4 ' -i County of Riverside Gary L Orso `, ,> x}u �,• + 'i -'�Fh, i i .r y County Clerk 8 Recorder , S y . , e", L.,CA « it. is a;• `•- �Assesaor, Ail r 3 iALLGOR, • i2 • •L' • ".+ } r � i ° COPY ti LONG REFUND NWG EXAM N.mc •!s Y,;ti, C:...t. D rJR. %�pj '.�', ;� ;� -;, . t -.., ,' "t4..'Ai,, vt i. . . L t':t- .-' S ", ;ta. ! :, •. ,z •� t r. �, "r.^ 688fN.,_ Arrowhead; Avei ; #204 i AIM. :, San'�Berrardino;. CA -9,2491. •l' : �`ti ":}? 4 i__ ,,r e 1 r - r � r., Zas>I ajt .;Y: _ •",,•�,.a < .�x� �. �.. I�1..'. � t. ,,. 13 ., rT,' SPACE .t ' APN 7.71 132.006-3'�.,�, .� ' t` # ,t w �` M s U PAGE SIZE " DA POOR' NOCOR SMF MISC. Ail i2 • •L' • ".+ } r � i ° COPY ti LONG REFUND NWG EXAM DEED OF TRUST WITH ASSIGNMENT OF RENTS l- , 4 L ' '.- f + i T x•r` -,�..'•r _ ,_r .7 t{,X I,'<;y t +..'},k viZ� { ,: ,ate , r 1 � •, ,tr t L 3 .l s' t,r4 � �, '� t.�'(Thrs Deed'of Trust contatns hn Acceleration Cruse), '( a ' c •cr r*t a:;r;,t, .. a.'F `..._,.,...r_.. -..L: - ,.:.s 'Y.. -.•s'�....� f Aril 12 2001 , ,between: r . r• YS I ,g This DEED OF:TRUST,, made, P Gb a —WALLACE MILES, ''A SINGLE MAN , 11 1.,. _.'"herein called TRUSTOR, whole, address is'. 0 Box 604 °La Quints, ` CA 92253 ,land AVAILABLE HOME LOANS, INC., A CALIFORNIA CORPORATION. herein called TRUSTEE, land s .. _. v •'tt'c "t` y {✓ t:•, • i': 4 ::+'..7 ! I " cr - - . f .. F "rw F `-,DONALD,ALLGOR;:. r7R. ' rl ell herein called BENEFICIARY: ; �• WITNESSETH: The Trustor irrevocably GRANTS, TRANSFERS AND ASSIGNS•TO TRUSTEE in trust, with POWER OF SALE; that property in the State of California, in the City of La Quinta County of River-, i r1p described as: LOT .19, BLOCK 53, SANTA CARmELITA AT VALE LA QUINTA, UNIT 5, IN THE CITY OF LA QUINTA, z CQUNTY: OF—RIVERSIDE STATE �OF<y CALIFORNIA t -AS PER MAP , RECORDED , IN BOOK 18, ` PAGE (S )' i63, YqF mAP•S,, i lNT , •THE ::,OFFICE: OF' • THE; OOUNTYr-RECORDER OF SAID ` COUNTY : , t ? t ` +! ♦ r1:' AFL /-.tr... ! .. °'i 't ..-. :.. '. '± ... 5. .. .. • Street Address•- Unassigned Avenida Vallejo la Quintal CA' -9 1 2253 i - THIS ,IS ,A F1/IRST TRUST. DEED. TOGETHER WITH the rents, issues and profits thereof, together with all rights and interest of Trustor, to.all appurtenances, 'easements, community inteiests;and licenses, -and to oil, mineral, water, water certificates, and hydrocarbon rights, leases, and overriding royalties therein; and all of these, whether appurtenant, riparian or appropriative. SUBJECT, HOWEVER, to the right, power and authority given to'and 'conferred upon Beneficiary by paragraph 11 of the provisions incorporated by reference herein, to•collect and apply.such rents, issues and profits. Page 1 of 2 (. r f SA" 1 ; OF SECURING:'. OSE 1 j Performance of each agreement of.Trustor incorporated by reference or contained herein; .,e _, 3 f even date herewith any ;amounts that may b { !` (2) Payment of the indebtedness evidenced by one promissory note sof j sum of $ 24 t Xeeuted" i4 and all,exterisions, modifications, or, renewals thereof, rn the principal =000.00 Ay ti : +,• thereunder, +` by Trustor and payable to Beneficiary oroider;- " :.-, w , ,,. be paid out or advanced by or may otherwise be, due to (3) of all sums of money-' with interest thereon , wlucli may ,Payment Trustee or Beneficiary under any provision of this Deed of Trust. z., a ' Y u""A, , ,. _ lK '; ` art thereof; or any interest ,therein,' of said .real property, �, or any p "of , In the event We, or transfer; j,conveyance, or ,alienation t-Tohe f acceleration, at it's option, to declare the Note` secured by the Beneficiary shall.liave ri .of whether'.voluntary or involuntary, _ without demand or notice, immediately due and payable. Deed of Trust, irrespective of the maturity date expressed thereat, Farad Consent by the;Beneficiary tobne such transaction shall not ', t ,No waiver of 'Ki shall be 4ective unlessrit is m writ�n g.: t , r., consent to succeeding transact,ons q Y x'4 vz#ice r L wt-�•', ,f �� , +' constitute waiter of the nghi to requuesuc. Trustor°expressly makes each�of all ;. x i ,, of tlus`peeii of Trust, and with respect to the property described above; To the security ,,: and the terms and provisions set forth.= ` protect + t,... all of and adopts and agrees to perform and be bound by` each ' of the agreements, In lhe,ficLid us Deed,' `Trust recorded on the date as instrument number of official records in the+office of the County. where said property is located, noted opposite the name of such county, namely:. l � r ,, Recorder ,.• f. ,., - ,... _ , .,�} ,}'a. .�,- :i- ♦ ,:,-'. .,:.h^, ?... .w .,, �. NT�1.0.`t y`=. ,�. ' r, DATE .""' TINSTRU1.EI`I 1 , NO. C-�— f + DATE pi-CT'RVWNT -- 220719 19970290575 Riverside 06/24/97 `Oran 06/24/97; , r't :. a ., , . .19970221445 g .. , i t d... 06/23/97 sAngeles �, 06/24/97 `�,t 97-938028: fi _,.� - San Bernardino �� F ,�„ ', .r - � f� # t�' � . tic. '�: ,.0 '.,,.. . ,; � .; w 4,.�� .,.,r. „• ;, F,:. ,+:�.>u: ., ,.,-.,.: 1, Default and any Notice of Sale hereunder be mailed to him B The undersigned Trustor(s);'requests thata'copy of any Notice of °' at itis address herein before set forth. • ,i ! M alk STATE OF CALIF IA S.S. Signature of Trustor(s) OF r�i✓�1 } COUNTY , . before me, On� " a Notary Public. " and for said County and State, personally appeared WALLACE MILS �, roved,to me on the basis of satisfactory^, z °, .. $ •*� tCfSU .. _ 'evidence) to be t}ie persons) wliose name(s) is/are subscribed to the" !tj within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/ their signature(s) on the instrument the person(s), or the entity upon ' behalf of which the person(s) acted, executed the instrument. S my h d and official seal ,. _. CNRISJY L WOLC01T Commission # 127G448 �� PtAft - CWfon i Signa re , _ MVCGrrV AM7,24 1 " Title Order No. 6020816 Escrow and/or Loan No. - 10617DEL N #PP089 (this area jorofcial notorial seal) „ _ r , 4 CHRISTY L WOLCOTT Pa e2of2. � commission # 1270448 IL g_- F. Notary Put Aic -California _ it c'; ; > 2001-16041 '' "''V Riverside County ` I I tl�ll► �I�III� IIID Ilw�l IIIII� SII IIIIIII III IIID IIII ILII E)4/17/2001(38:00A` M,,r,,°7�2004 17 NOT RECORD .. �►°'� . �' � t ::r ,•iii , �. � r. : •,a "� a _' ., .� a � ,. ,,.� .. keep said property iri good condition and repau- potto remove or demolish an buildin thenro to complete or restore ' ' P Y g 4 P . promptly and m good and workmanlike manner any building which maybe constructed, damaged or destioyed thereon; to keep all buildings, structures and other improvements now or hereafter situated on the above described properiyrai all tunes entirely, free of d y,rot, fungus, tusi, decay, termiles,.beetles, and any other destructive: insects or elements; to pay when due, ll claims for labor performed and materials famished (herefore, to comply with all laws affecting said property or requiring anyaltera►ioru or, improvements to f J be made thereon; not to conunit or permit waste ihereot not to commi- suffer or fumi ate, permit any act upon said property in violation of law; to cultivate, irrigate, fertilize, g prune, and do all othei acts which from the character; or use of said property may be reasonably necessary, the specific enumerations herein not excluding y " + the general` Either Beneficiary or,Trustee, or boti,'rit any tune d%rtng the continuation of Otis Deed -of Trust, may enter upon and inspect,said'properiy, provided r : t such entry hs reasonable as to lune and manner. " � � _. � ` c . To provide maintain and del►ver,t_o Beneficiary fire insurance satisfactoryand with loss payable to Benefici f t '+ hrisurance oh iiia be applied b Bennefii ' P Y Beneficiary. "The amount collected under any fire or other ,. P aY Y PP Y _ ary upon any indebtedness secured hereby and in such order as Beneficiary may, determine, or at option of Beneficiary hi •x• + the enire.amounl so, collected or'any part thereof may be released to Trustor.. Such application or release shall not cure or waive in y•Detault.or Notice "of Default h i hereunder or invalidate any act done pursuant to such notice, ` �� , ,. - . TM•..:t H IV {';cif y ,.d'.4 +s .1.' s : 'n rr, "r;s,• •.k -4 .4 .+{ .s.:• -r. k.:•� ,». � ^ ,.rJ`' I t^ is •,iii. 3. I o appear in and defend any action or proceeding purporting to atibct the security hereof or the rights or powers of Beneficiary or Trustee; and to pay all costs and expenses, including cost of evidence"of title and attorneys fees in a reasonable sum in any such action or proceeding in which Beneficiary or Trustce;may4appear, F - or in any action or proceeding uLslituted by Bengficiary or Tru c to protect or,enforce the security of this Deed of Trust or the obligations secured hereby; •^ !A,. .To pay: at Icast'ten days-. before delinquency all taxes and assessments affecting said, property, .. ' g p perry, including assessments on appurtenant water stock; when, due, all • I encumbrances,'chaiges and liens, with interest, on said property or any part thereof, which appear -to be prior or superior hereto: all costs, fees and expenses of this Trust ,µ - — _.- . _.. . . 4 a 5. Should Trustor fail to make any payments or to do any act as herein provided, then Beneficiary or Trustee, but without obligation so to do and without notice to or h^ y1 Q demand upon Trustor and without releasing Trustor from an obligation hereof, may: make or do the same in such manner and to such extent as. tither may deem necessary to protect the security hereof; Beneficiary or.Trustee being authorized to enter upon said property for such purposes; appear in and defend anaction or F � p/occcding purporimg to afect tlw•security hereof or the ri is or pow of Beneficiary y' gh.. , p ary or Trustcc: pay, purchase, contest or compromise any encumbrance, charge t Q :r or lien which in jfie�udgmcnt of oither appgars to*bo prior orsuperior hereto; and: in exercising any such`powers, pay necessary, expenses employ counsel and pay r . his rer<sonab(la fees i } f •t her d•� f 'yY kT,.14.}'..�.-ft'.l•?►CY.f-..l-y^t..'.-:.i` 6�` To pay irrunedhn'tely and without demand all sums so expended by Beneficiary or.Tr4gee with interest from date of,expendhture at the,ra�te.prescnbed inthe Note. Should any add�tlortal funds be advanced on iuiy note secured by: a bug ted now.of record, or should any change be mode in the time or mariner of paying succi note, of should.any other ao4on be taken by the undersigiied`with respect to such note whereby the security herein provided for shall be impaired in any manner whatsoever then, the Note secured hereby shall at the option of the lender, immediately, become, due and payable.', 1+ s. .'4c►yre .� r 5,'•:, T, �,r ,:^. ; ♦ : ,.,' c,,.{,i.,.4ts,.� t' . "t, .. *t �4i r� , 1. '. f'-• � •, ;�. .. , �, +.: iL, a ,€, �,s. • r v �� 1. 1 J 7. Any award of damages or sums received in settlement in connection with any condemnation for public use of or any injuryto said property or any part thereof from 4 ; ' any cause; hereby assigned and shall be paid to Beneficiary who-may"apply or release such moneys received by him in the same manner and with the same effect is aboveprovided for disposition of proceeds of fire or other insurance.. $. By accepting`payment "of any sum secured hereby after its due dale? Beneficiarydoes not waive his fight either to re ure rom t. a sums so s�`cured of to declare default for failure so to pay. t ;1 * q P P, P. Yh?!ent When due of all other ' Notwithstanding any provision herein or in the Note secured herebyto the con and amount in which a contrary, Beneficiary or Trustee shall have the absolute right to direct the manner, order payments shall be applied upon or allocated among the various items. composing Trustors indebtedness secured hereby. t " " In the event of default in the payment of any of the moneys to be paid under the terms of the-Note(s) secured hereby or in the performance of any of the covenants and obligations of this Deed of Trust,'then any funds in the possession of the Beneficiary, or other credits to which the Trustor would otherwise be entitled may, at the option of the Beneficiary, be applied to the payment of any obligation secured hereby in such order as the Beneficiary may, in its sole discretion determine. 9. At any time or from time to time, without liability therefore and without notice upon written request of Beneficiary and presentation of this. Deed of said Note for ,k- endorsement, and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: rcconvey any part of said , ..!','t I property, consent to the making of any map or plat thereof, join in granting any easement thereon; or join in any extension agreement or any agreement .,subordinating the lien or charge thereof. Trustee may, but shall be under no obligation or duty to, appear in or defend any action or proceeding purporting to affect. said property o the;tiUe thereto or purporting to affect the_secOty hereof or the rights or powers of Beneficiary or r: !• ,e, -- i rA .:. 4s 11, t .. {•rL�. {�•T ' �.r. c {, p'. -,1. !+`. ., a. Y 1.7 ,,n, i•i 'Yi ^li,^:! ,i,;.. .. .,j • ,+ �1 Upon written request of Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed and said Note to Trustee for cancellation 'and retention and upon payment of its fees, Trustee shall reconvey, without warranty, the property then held hereunder. The recitals in such reconveyance of any. matters or facts shall be conclusive proof of the truttfitlness.thereof. The grantee in such reconveyance may be described as "the person or persons legally entitled thereto". -The Trustee may destroy said Note, this Deed of Trust (and any other documents related thereto) upon the fust to occur of the following: S years after issuance of a full reconveyance; or, recordation of the Note.and Deed of Trust in a form or medium which permits their reproduction for S years following issuance of a full reconveyance. Ar ,. , • ... ; �. - 11. As additional. security, Trustor hereby gives to and confers upon Beneficiary the right, k h time, to collect the rents, issues and profits s said property, P ary ght, power and authority, during the continuance of these Trusts, from time to P P Pte. reserving unto Trustor the right, prior to any default by trustor in payment of any indebtedness secured hereby or in performance of any agreement hereunder, to coiled and retain such rents, issues and profits as they become due and payable. Upon any such default, Beneficiary may at any time and from time to time without notice, either in person or by agent, or by a receiver to be appointed by a court, and without regard to the S adequacy of any security for -the indebtedness hereby secured, enter upon and take possession of said property otherwise collect such rents, issues and profits, P P Pte' or any Pd thereof, in his own name sue for or p ts, including those past due and unpaid, 'and apply the same, less costs and expenses of operation and collection, including reasonable attorney's fees, upon any indebtedness secured hereby, and in such order as Beneficiary may determine. The entering upon and taking possession of said property, the collection of such rents, issues and profits and the application thereof as aforesaid, shall not cure or waive any default or Notice of h Default hereunder or invalidate any act done pursuant to such notice. 12. Upon default by Trustor in payment of any indebtedness secured hereby or in performance of any agreement hereunder, Beneficiary may declare all sums secured hereby immediately due and payable by delivery to Trustee.of written declaration of default and demand for sale and of written Notice of Default and of election to cause to be sold -said property, which notice Trustee, shall cause to be filed for record. Trustee shall be entitled to rely upon'the correctness of such notice, Beneficiary also shall deposit with Trustee this Deed, said Note and all documents evidencing expenditures secured hereby. r. r r 1111IIN-��`;:°&,;'GOA a s ,"DO NOT: RECORDlaw d Notice of efault and ice. of been given as then ' Mer the lapse oTsuche unµ bout demand on T 9nistor; shall sell said property a the tillowing the uired.byme and pn of lace fixed by it3m said Noticeotof Sale, ciphehaving as whole or in separate ' ± Yi" required by t of Trustor, to dire: the order in which said property, if consistingaof several lots or parcels and in such order as it may rlgtermine (flirt subject to any sta[utoryiigh , le at time of sale. Trustee may postpone sale of all., : parcels, shall be sole) al public:auction to tho highest bidder for cash to lawful money of the United Stales, payable tic such sale b public or any portion of,t;atd property bY_Pubhotarinounceme it,at such lime and place of sale, and from time to, time thereafter may poslpo Y P y . announcement of the tune fix b U►o receding postponement Tnistee'shall deliver.to such purchaser its decd conveying the property so sold; but without an covenant or warranty ozpresscd or unp4ed RThe recitals ip such'deed,of arty matters or facts shall be conclusive proof of the truthfulness thereof.: Any Person urchase' such sale. including Tn►stor; Trustee, or Beneficiary as htremafler defwed,insay P . ; r : A` - : , ». t- �' , i t A 4" 4 4*11, �+ � x. . After deducting all costs, fees and expenses of Trustee and of this Trust ncludnng cost of evidence of title in connection with sale Tnstee shall apply the proceeds of sella t o all sums oxpatded under,the terms hereof not,lhen repaid, with accrued interest at the rate prescnbed n the Note; ally{thcr sums then secureds W PaYman to the ris legally entitled thereto on or perso„ r there!►Y: and rho rerttautder if any. P M sir t s i. ti w • ., t A ,iyry. ' ik r .t 4t o . _ t at ^ . • s '•' ' rR,ti i k•s" ,�;c;.t. r 4 ,. gay ._tY. 13•i this Detyd applies to, inure a Uro baiefit of and binds all parties hereto thea heirs, legatees, devisees; administratorsexecutors successors and assigns.'The term. , r Bciie(iciarychap mean the ovyrler. cell: holder includin led ees, of the Note secured hereb , whether or not named as Beneficiary hercin.r In this Deed whenever context so x 'the tnasculule ge11 ,nder includes the femuune`and/or neuter, and the singular number includes the plural:,i As used.hereut "fixtures" includes requires, abut is not limited to carpetuig rbuilt in appinances, drapenes and drapery rods, shrubs water tanks, plumbing, machinery as conddioners, ducts, and the like. y # r �. i.,.. �i, •^f. Ri~e'7.yi.-hr. ��;�. 1,3'•.Za.. �_ ' 14:".: Trustee accepts;{lus Trust whirs flus Deed, duly executed and acknowledged is -made a public record as provided by law._Trustee is not obi to not any party,he`eto of penduig sale under any other Deed of Trust or of any action or`procceding in�which Trustor, Beneficiary or Trustee shall be a a unless brought a y - by Trustee �. _ - . . 1 9 t . 15. Beneficiary, or any successor in ownership of any indebtedness secured hereby, may from time to time, by instrument in writing, substitute a successor or successors to any Trustee named herein or ailing hereunder, which instrument, executed by the Beneficiary and duly acknowledged and recorded in the office of the recorder s . of the county or counties whtte said property is situated, shall be conclusive proof of proper substitution of such successor Trustee or Trustees who shall without +'t sconveyance.from the Tnistee predecessor, succeed to all its title, estate, rights, powers and duties. Said instrument must contain the+name of the original Trustor, the book cert: page Trusted and Beneficiary he%cunder,'whee,this Deed is iecorded and the name and address ew Trustee �, _- ". "±d}j'.rr ,.4 ' .. Y•'" a F '1.., 'rAt F f c, .. ,. ,,,lh�t: l�, a ..e �2' ) - nr :. ' . if Notice of Default shall have been recorded, this power of substitution cannot bised until e exercafter the costs, fees and expenses of the then acting Trustee shall {. have deco paid to such Trustee, who shall endorse receipt thereof upon such instrument of substitution The procedure herein provided for substitution of Trustees ! ^� ' shall not be exclusive ofotlier provisions for subsUWUon provided by law.'71 16 Trustor agrees W pay Beneficiarythermaximum legal charge for a statement regarding the Trust Deed obligation herein y . ( 1 ` 1 %.. =Acceptance by Beneficiary of a partial payment on account, after Notice of Default has been recorded, shall not be construed as tuning the default nor as a waiver of I i past or future delinquencies -of-Trust Deed payment . l t 18.. � if the security under this Deed of Trust is a condominium or a community apartment or planned development project, Trustor agrees to perform each and every obligation it the owner of such *condominium or interest in such project under the declaration of covenants, conditions and restrictions or bylaws or regulations . pertaining to such condominium or project Upon the request of Beneficiary, Trustor agrees to enforce against other owners in such condominium or project each and every obligation to be performed by them. If the same have not been performed or if valid legal steps have not been taken to enforce such performance within ` ninety (90) days after such request is made. I. 19. If the security for this Deed of Trust is a leasehold estate, Trustor agrees not to amend, change or modify his leasehold interest, or any of the terms thereof, or agree to do so, without the written consent of Beneficiary being first obtained In the event of a violation of this provision, Beneficiary shall have the right, at its option, to declare all sums secured hereby immediately due and payable. 2D. Hazardous Materials 20.1 Definition. The term "Hazardous Substance(s) shall include: A. Federal Law. All of those substances included within the definitions of "hazardous substances", "hazardous materials", "toxic suCERCLA'or source the lid was e in the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, U.S.C. nspo et sea (' )• Conservation and Recovery action of 1976, 42 U.S.C. 6901 et sea ("RCRA" ), and the Hazardous Materials Transportation Act, 49 U.S.C. Section !.1801,' et sea and in the regulatioiu promulgated pursuant to said laws or any replacement thereof. ' • B. Federal Regulations. All of those substances listed in the United States Department of Transportation Table (49 CFR 172.101 and amendments thereto) or by the Environmental Protection Agency (40 CFR Part 302 and amendments thereto) as hazardous substances. C. California Law. All of those substances, defined as "hazardous substances" in Section 25117 of the California Health and Safety Code, as "hazardous substances" in Section 25316 of the California H„galth and Safety Code, and in the regulations promulgated pursuant to said laws or any repllacement thereof. D. Other Regulations. All other substances, materials and wastes which are to become regulated under applicable local, stale or federal law, or which are classified as hazardous or toxic under federal, state or local laws or regulations. 20.2 Representations and Warranties. Trustor, to the best of its knowledge, repiesents and warrants to Beneficiary as to the matters set forth below with respect to Hazardous Substances. A. Violations of Environmental Laws. The Property and Trustor are not in violation of, or subject to any existing, pending, or threatened investigation by any -law, statute, ordinance, or regulation pertaining to health, industrial hygiene, or the environment federal, stale, or local governmental authority under, any (collectively referred to as "Environmental Laws"), including without limitation CERCLA, RCRA, California Health and Safety Code Sections 25100 st seq. and California Water Code Section 13000 et sea. B. Inquiry by Trustor. Trustor has conducted a limited inquiryinto the previous uses of the Property, and after such limited inquiry has determined that no Hazardous Substance has been released or disposed of onto the Property. C. Trustors Use. Trustors intended use of the Property will not result in the release or disposal of any Hazardous Substance onto the Property. There are no Hazardous Substances which are being stored or otherwise held on, under or about the Property, by D. Storage of Hazardous Substances. Trustor or any of its tenants or other person. E. Border Zone Property. There is no occurrence or condition on any other real property that could cause the Property or any Part thereof to be classified as "Border Zone Property" under the provisions of California Health'and Safety Code Sections 25220 et sea., or any regulation adopted in accordance there- . with or to be otherwise subject to any restrictions on ownership, occupancy, transferability or use. . ,Page 4 .., + ', ++int ,BP, ?G 11 _1 FfJA41 r via" -y f� > {i It + i-• 4' t - � !• < ' fie, f•41�i Y .,+ v �,. .' . _ t. •. .•DO NOT RECORD Yr• {;..4 1\.• . .. • �,, + 1x• ••_ 20.3 Covenants `. , i`a �.. E *Gt_ '� �.t v , i• ;`. g-.., ,.` a+ A Use and Disposal; of, Hazardous' Substances. Neither Trustor nor any third party will unlawfully use, generate, manufacture,' -produce, store, release, r It discharge'or dispose of on, under or about the Property or transport to or from the Property any Hazardous Substances�fi t B. Written notice with ResPect to Hazardous Substances: Trustor shall give'prompt written notice to Beneficiary of ;v °•'- „ any proceeding or inquiry by any, , govemmaital authority wd}i respect to the presence of any Hazardous Substances on the Property or thr mgration . thereof from or to other real property, it r `. y " ;�.;Q r ; r, { ; .1 ' ; V" Rt ` .&• a ii �'F ii. all claims made or tiveatened by any thud party against Tnutor or the property relaturg to any loss or injury resulting from any Hazardous Substaricc; ' and 't:1' y L '�' r•.S .. ;,, }.«# �._• .r?.TMs�1t�},3 f ,, zk *dam batt 44-.'� 4•• iii -Trustors discovery of any occurra►tx.or condition, on any real property adjoining or in .the vicinity.of the Property that could cause the Property or.,' any P thereof to be sub`e b'any resgrctions'on the ownership •occupancy; transferability, , or use of the Property under any Environmental laws ,. ?", C. -Right to Join iii .Legal Proceedings `4Beruficrary shill havo the right to join and participate in,' as a party if it so elects, any legal proceedings oractrons t -initiated in connccxion with any Environmen , Laws.'', l ' s _ D Duty' to Clean Up `, m the event lliat any Hazuda Suiistarrces are hereatier found on, ,,under or <about the Property, Trustor shall.take all necessary and--' •1 p. 5' M f appropriato .actions and shall spend all necessary surtts•lo, pause Ui same to be cleaned up and immediately removed,' grid Beneficiary shall m no event be k.-` , t t r 4+ liable orresponsible for airy costs or `e'xperrseg incurred in so doingl. ce .+ ,► -° -�.y.: �. r <. ! ' '•: ,: •a.• r=,rite - ?�: + �• '. 1 E. Complianwith'EnvuonmentW Uws. • Trustor, shall ni all times observe and satisfy the requirements of and maintain the Property.ii ce complianwith A ( * - 1 i 1 - �•.. ' .-.., k .'�-1- s..h ;':"�,.. w.•f. -}.y. it ni.• •v.r ,J-.`.•F,*�...wa iy i."tY'n ,"'-•'�.. r...t� n.:f ,. Al Environmental Laws ' a { , 20.4,''Lndemnificalion "-.ShouldsTtustor at any tune defaulf to or fail to perforin ora observe any of, its obligations concerning Hazardous Substances•underethis. r• - • F -4n " ;1 4 r•t Section 20, Beneficiiiry. shall have the right; but not the duty, .without lurutiition upon any of Beneficiary's rights pursuant thereto yto perforin the same,', and, ' 7rustorragiees to pay to Beneficiary, on demand,.'all !costs aril expenses_incurred by�Benefrciary in, connection "therewith including without limitation w reasoiiable attpmeys''`fces, iogetCeer withinti; s from thee date of expenditure at the rate of interest set forth in the Note applicable after an event of default 1 ' - Trustor hereby indemnifies Beneficiary and agrees to hold Beneficiary harmless for any loss incurred by or liability imposed on Beneficiary, including but not limited to, auomcys' fees, by reason for the inaccuracy of any representation or warmly contained in this Section 20 concerning Hazardous Substances or by reason of Trustors failure to perforin or observe any of its obligations or agreements concerning Hazardous Substances under this Section 20. e 20.5. Survival. of Foreclosure. `Che obligations and indebtedness of Trustor under this Section 20, concerning Hazardous Substances,'notwithstanding anything ' i document ora eement which iiia lte construed to the con a shall not be secured by the Deed of Trust or other Loan _ � `I`: " „,R a • obtained hereui, or m any othergr y �+ �) - Documents, and shall not be subject to California Code of Civil Procedure Sections 580a, 580d, 726 or any other antideficiency laws and (b) shall survive .'thetforeclosure of the Deed of Trust, the repayment of the L.oari and the tenminalion of the Note and other Loan Documents. #'a• = is 1 y,.. �•�Lf .. �'� �' f '�:R'4' iS s ' i ;§'tf �' .'tea a M 4. �� y I _� 11111111111111 IIIII IIIII 111111 III 1111111 III IIIII 04/17/2 960581698 } Page 5 RC' DISTRICT - PLANNINGREVIEW FORM This form is to be used by CDD; staff for review of single family --dwellings in the RC (Cove Residential) District, in order to determine the applicability of compatibility issues or need to. require the filing of Master Design Guidelines by the applicant.. It shall be transmitted to -the Building andSafety•Departrrient.as your correction list. Please attach additionalexplanations as necessary.' : APPLICANT Wally Miles SITE ADDRESS 51-640; Avenida .Vallejo. APN . 773 132 00.6; BINNO:1D , CASE NO.: 2001-446 LEGAL: LQT 19.. BLOCK' 53 UNIT' S.Cs@V.L.Q.- CHECKED BY: , Stan Sawa DATE:' Inform the assigned Building plan checker upon your assignment to this case. The' -CDD Executive Secretary maintains a log book to track applications and assign case numbers., ': V REQUIRED ITEM Y., N- COMMENT/CORRECTION Compatibility Review Case logged and number assigned' 9 Verify legal and APN iriformation �i Consistent with MDG on file (as.applicable . y MDG filing required (5 filing`s since 9/3/98) , r Consistency with street/surroun`ding area: ; .' Colors ` ` Materials i' Architecture Other Requirements: `r ` Co►n� a"U�Y�1 �1-b t l U��Gvinr� V7 f 9 I ICLGrIlV1�G%I WWI I I! -/V Ii 1r%^%I VVI 111-I v.I .'OWNER/ BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property, improvements specified. 15 For your protection you should be aware that as "Owner/ Builder" you are the responsible party of record on'such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work: If your work is being performed by someone other than yourself, you may protect yourself from possible _ liability if that person applies for the proper permit in his or her name. Contractors are required by law to"be licensed and bonded by the State of California and to have a business license` from the City or County. Theyrare also required by law to put their license number on all'permits for which they apply. If you plan to do your own work,"with the exception of various trades that you plan to subcontract, you should be aware of the following information for your.benefit and protection: If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200.00 or,rmore for the entire project, and such persons are not licensed as -contractors or " subcontractors, then you may be an employer., If you are an employer, you must register with the State and Federal Government as an employer,and you are subject to several'obligations including 'State and Federal income tax withholding, federal social security taxes, worker's compensation insurance, disability insurance costs and unemployment compensation contributions. There may be financial risks for you if you do not carry out these obligations,'and these risks are especially serious with respect to worker's compensation insurance. For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. r If the structure is intended for sale, property owners who are not licensed contractors are allowed•to perform their work personally or through their, own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/ Builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing *their own',work personally. Information-about.licensed-contractors-may-be obtaine&by contact -g_the Co'ntractois' State License, Board in your —"� community or at 1020 N. Street, Sacramento,.California 95814. l Please complete and return the enclosed owner -builder verification form so that we can confirm that you arc aware of these matters. The building permit will not be issued until the verification is returned. . Very truly yours, CITY OF LA QUINTA DEPT. OF'BUILDING AND SAFETY 78-495 Calle Tampico La Quinta, CA 92253 (760) 777-7012' ' FAX: (760) 77y�// 1 OWNE I ' ATURE/DATE , 71 F - PROPERTY ADDRESS } .' PERMIT NUMBER(s) .4/1 . �773-' 00/32 CITY OF LA QUINTA S31 113-CONTRACTOR LISTJOB ADDRESS '�� y PERMIT NUMBER (7 � OWN ER.D//I a�! �� S WZSUILDER_ ' This form shall be posted on the job with the Building Inspection Card at all times in a conspicuous place. Only persons pea6don this list or their employees are authorized to ,work o y this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance. ofi'building permit. For each applicable trade, all information requested' below must be completed by applicant. "On File" is not an acceptable response. Ttada::Classification.::::..Cont ... License... rkers:Com ensation:Insurance:' .:...: Wo p Cit . Business X License:.: Company Name Classification License Number. Exp. Date Carrier Nameme Number Exp. License Number Date Exp. B ( e. . A C-8 1 9 xx x x x 1 x 1 x x x x I x x 1 ! 1 e. . S I tate Fund Ca Com 1 1 9 P (Format Varies o u xx xx x/ / 1 1 1 1 xxxx 1 xxh-rx1* EARTHWORK'1C=1.21.? :< ;:...;:..:: - pV F� .� ��- c - 7 /6 3 �S-l-�� (� - -O S 7 -0 0 3 `iS12-8101 -1 NCRETE: C;8 :>>> :>:.. �::. A 4 c nN c . 3 ' ' � ,r . � c /�,�F,�oaN �✓q r SBS • o , s9 6 / , , . 2 r L . .:. FRAMG::,C � - JG �� -- 936' c S iy%/S6 -2536 - - 6 I PLUMBING (C 36 7337,5--7. NRT.' L 02440000 S - T —u LATH PLASTER (C=351 A b 733 7 ,/. !G/,g -01c a 2 k Q V o B 1' 2'Y' dG DRYWALL (C 9) ..: SOA g 7.33 S 3/"6 1 � 144 N .7,' 'p%? VAC. a..:: 2 .: � S ' S A�� _ 0 C 2 L 2 � 7 7cS" '- o � 3i i - S i 9Tc I'li, uc < < �G - o - v o o / 2 0/ / o / b 3 � OKI ELECTRICAL ;•;,:>,.;:<:;.:.»::;.:::; ::,.:_,:;. :::::. _.:.:. - F Ld U / 6 to StS i ,�/ v [= i N /N. Co c 2. =o W o 2 / 7 i - o� :..: - o j _ROOF. . . . a cs;...: % a - SH EET:METAL;IC' ...................................................... s 1� V /J C 4c-C/S � O / Fi.0 ..$% %F - �7 a GiLAZINa.. tC:171:;.::., 0 INSULATION:>IG=21 `':':>?' to 4 2 /}_G� n/ _ .--- C-� --oma — -3 - - - — ?: 30 6 iC 1/ - R. _ . �. 6. ! /� a Ls- 0 k'Z.� O t � / . �'- SEWAOE QtSP C=42 '>:>:: 1. 1.:... �%�,a MS Cor�sT 3,3 7S 1- 3 _Sl_..:; C / �E a OZI QQoo •ot - - PAINTING:IC?331::... < ....32-236/ G 2 /t t So ,s ,� C 3 '- f /v - >r _ / �....o..+-.- U L CERAMIC <TILE;lC;=541; ` ' ; C;<:4:!i::.::.. 0 - L E a fx_ ................................. C' :: NET::;: <:>? ABL....:. S. iC.=6f: `> > .. < :: #6 M E Q d � E c � /,57- _ � 13 / 0 2 Y 9S" 03 :3/ Co,c�.� � N � �- / r 6 � / 6 � o 7 � 3 y .� D 4 L LAN.DSCAPING`(C=Z71... POOL 1C'.531 M Certifidate ou City -of LaQuin ta r Eudding and Safety Department oF-��° This. Certificate issued ' pursuant -to the requirements of Section . 1 09 • 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 'budding -construction. or use. For the following: . BUILDING "ADDRESS:. 51-640-',AVENIDA VALLEJO Use Classification: SINGLE FAMILY DWELLING Bldg. Permit No.: 0.105-144 •4 TOccupancy Group: R3 Type of Construction: VN Land Use, Zone: RC Owner of'Building:_ WALLY S. MILES Address': • P.O. BOX 604'-� City: SLA QUINTA, CA .92253 ' By:. RICHARD KIRKLAND b' Date: j MARCH 11, 2002 . k d Building Official e POST IN A CONSPICUOUS PLACE &'12119x'00 17:16 FAX 17607720977 FERGUSON ENTERPRISES INC Q001 2ZM C�Da 45RO[rum ffiaeflpy J ovim Preduo FEATURES CODE COMPLIANCE H.U.D., ASHRAE 90.113.1882, CEC, T-24 and 1990 N LECA. CALIFORNIA—Ail mod, to meet CEC labeling requirements and energy efficienoy rE luirements. FOR models most the requirements of Califo :Iia Energy Commission Title 24 Seddon 2-5352 (1) wltl out added Insulation blanket, the requirements of all 16 :timate zones and do not require calculations to deterrnir i compllance. FGR's comply with SCAQMD natural gam NC , Rule 1121 when ordered with suffix (SMR) R-99. All Californ I models must be ordered with suffix (SMR) R-99 or S-06. F( 1-75 does not require R-99 for Rule 1121 compliance. THICK R-16 PERMAF )AMTm INSULATION — Minimizes radiant heat logs. GLA1 &LINED TANK • (3lass, speoiftcally developed by A. 0. Smith ceramic ref ,arch for water heater use, is fused to steel at 160eR prove, Ing corrosion protecdon for years of dependable use. Prove . reliable in millions of water heaters for over 50 years. DIP TUBE — Carries In I water deep Into tank. ANODE—Tank-Mounte :, screw4n anode for longer tank life. THmmosw—NO. ned for long service life. Provided with safety shutoff. Prt )ane models have built-in fllter and dirt lea provided. BURNER — All stee multiport burner for Improved combustion efficiency. ;OR -75 has a cast iron burner. NON-LINTING ENERI Y SAVING PILOT ENERGY SA�JER GAS RESIDENTIAL WATER HEATERS "FGR -30, 40; 50 & 75 MODELS 'FOR SALE IN I:ALIFORNIA ONLY. r FfW LIM=WARRk& OIJ� If the tank should leak any Urne d oh i _ t ,erst e�reais under the terms of uta wandnlyL ISO Soh rrl)!i{�[r�Ish,.,, a roplaoanonthe� 9�� diallwry ere Via. wlie�ueedoomme`�"�!b � tbrl year. THIS OtJit zN IStl92AY Ai1�iAM7 For* complete InlCfrl RftM, 60MUM uWwrti<len i�vraruy or A,O.SmithwaterProductsCwr4xe* t9ev18BQ f=abniery 1897 REPLACES A717.0 FCR STATE OF CALIFORNIA ONLY ; "'',1`f`'-k0Ny`IN,�IU.CA i.r. vv �. �. ••� i1 VVI.rVJI l 1L1\V6�J V:� yy1 iL+\.l l\i JVJ lel\. m�TuMAM PPAMII! N61!! war! If2m.1-1-11 `INKEM AM NATUA LAT! �� IN4TALLATXW TMlIIL1ATAT �WM 61M111ti AMM W ---�OWL �' lw_IL=0I �. &AU 000 N► iLl0 AOOLnowm w ILraaL►aoe� Mkxbl Dal. C@IL volt Mw Oak -30 30 3' PGRAO 40 3' FerMr. 90' Rise PartHr. 90' Riae D14 -ft e yJVVr ENERGY MVER GAS GLASS -LINED WATER HEATER 111' NPT GAS INLV MCKT VIEW NATURAL MS R•99 PROPANE GAS A f0'TU efilmr.• STU GWJHr.• HWR Input Rsowvy Input Rocovary Pius FerMr. 90' Rise PartHr. 90' Riae D14 -ft e t r A alA • Npr INLET © era' OWNING (7040,00 EM d 314' NPr our r a�_ t18' ON 75 GALLON MODEL t' ON 79 GAI I N MOO& Top Vrw e I C Leight Approu- lass Ship. Wt iverter Die. 571/4 le 114 122 PCiR-80 BO 3' 39,000 40.4 37,000 SOA 00114 56619 22 FQR-T6 73 �'MIX 73.9 73.000 1 7S•9 01 1 57 261/2 NaM To c ompenum lbr the c lacss of high attibide areas above 2,000 test, recovery capacity should be reduced appraxlrnataty 4% for each 1,000 feet c row sea Iwai. ALL DIMENSIONS IN INCHES 'Recovery cWoWes are bast On DOE method of tact SUMOSTED SPECIFICATIONS Water Heater(s) shall be Model 1 J• marw%=r9d by A. 0. SMITH, or an approved equal. Heater(e) shall be plass-fined, gas•flned. equlppod to bum des p+ csrimed m meet the lataat ANSI Standard by the American ties Association. Heeter(s) steal have an kW rating cL _ I;rTl W w dwfar a Mc, Nry capacity of GPH a_ P femperst re rise and an energy tactor of_or greater. Gas OOMW r hall tot* regulab the gw puppy to I Wn and pilot bumere. Hotels) shall have a max3ne m worldng pree m of 130.0. a nominal storage hM *Q aofly of_„gal mwithaaeparMll eta kV tr mkf%ltm Irwitallsfion and a rigidly supported anode rod 11or ffvudmum call prolecib Ail Interrel sulfmm a ti heater(s) wpm I to Prater shol be glass• Led with an alkaline borosifcate compoalien hued-to-eteeL Heater(a) scull also be egtAppW wtti► an automat o pas I ,utort dwas to shuto0 entire pea supply In event of mccem" tempt+ MUS In WUL Hower(s) shal alto be equipped ' wllh do A.( X aerW*d draft hoe . Tank shall to loam Ins ulawd (R•1 d thormo resistance on all models) or equal. Ouler jacket ahall have a baked �anfrtisl'111ti tti'•Fleeter ansa herr► a li year baled warninty as aumnad in the written warranty In a residenfial metal ft% (1 year in a aomimfe l irietitk�lion)::Fulfyiirstr ad `rst xd6n niererdto bi tincluded Hotels) ahaU ntestft minimum energy tarrtory 4*Ar'sd by tta Federal Tlstlonal �,` Applanoe �Lrrerpy Conetvatibn • � Of 1997:: "?' • ; �'' • i j ... �� . A.O.!lmlth Wrier F educts Co. I= On Lina WabrPtodtxa Col+>s>arly trawl tulbr mla Irvhip, T!( A Division of A. Q Smfth COMM, A ioe ForTechnic• Ihttormatlwand ' Autaneb IF= Gov A. O. Smith Corpordon reserves the right to make product changes phone. D0.6u--190. or kMmvamwcm at any fte wft W notce. FA FFABRI OR'S WALLIS MILES RESIDENCE (GABLE @ GARAGE) I JOB NO: MILESWL I PAGE NO: 1 OF 1 VMTI ccl,l _ IJAI i TG S- MTI FS RFSTnFNCF' - TT GFT - .. 1 THIS -DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) -SUBMITTED BY TRUSS MFR. TOP ,CHORD 2x4 SPF 1650f,1.5E - ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. - BOT CHORD 2x4 SPF 2100f-1.8E.:B2,.B3 2x4 SPF 1650f -1.5E: WEBS 2x4 HF Std/Stu'd (A) SCAB BRACE. 80°%'LENGTH OF WEB MEMBER. SAME SIZE, ' SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. DEFLECTION"MEETS L/240.00 --LIVE= AND -.L/360.00 TOTAL LOAD. - a 10 PSF'BC LIVE LOAD PER UBC. .. W3X4 W3X4'-, r ate, � �. - � .' � � � f • . .. . v ' .t � ¢ _ '' .. � - �W2X3 4 4 W2X3 �- , i (A) +8 W5X6 = .. a .. W3X4 W3X4'-, W3X5 W3X5 l �W2X3 4 4 W2X3 �- , (A) (A) +8 a 1-0 ` W5 X6 - 82 W6x.8 B3 W5X6 = y, W3X10 (A1). = W3X10 (Al) — r 2-0-0' ,r ti _ - 43 0 0 Over 2 Supports,. J r X R=1587` W=5.5' ` R=1726 W=5.15' r PLT TYP_. Wave TPI -95 - Design Criteria: TPI STD CA/6/-/-/-/R/- Scale =.125" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING,: SHIPPING, INSTALLING AND - BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND PUBLISHED BY TPI (TRUSS PLATE ' TO� Q\.D W. ti F TC LL 16.0' PSF - REF R795--82407 N. WBRACING), S FHAVEPPROPERLY.ATTACHED ST "TE,DFUNCT"OFIONSIO ORUNLESSTOTHERWISE1 00. MADINDICATED, F9 POR `q� TC DL DATE 08/11/00 TOPICHORDFSHALLOR PERFORMING TMESEIN HAVE A PROPERLY ATTACHED RIGID CEILING. .y (tV .14.0.�PSF STRUCTURAL PANELS.,BOTTOM CHORD SHALL "IMPORTANT" FURNISH A COPY•OF"THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED m BC DL ., 7'a0 PSF DRW CAUSR795 00224004 . PRODUCTS, INC. SHALL NOT BE RESPONSIBLE ANY DEVIATION FROM THIS DESIGN; -ANY FAILURE TO NO. 5 00 - BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR'FABRICATING ,'HANDLING,"SHIPPING, INSTALLING AND E 2 - BC LL '0.0 PSF CA -ENG GTP/CWC. A L' P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED. BY THE AMERICAN FOREST AND .PAPER ASSOCIATION) AND TPI. ALPINE ug 11 2000 * * T•OT LD 37 PSF SEQN - 55646 ' - - CONNECTORS ARE MADE•OF. 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY, CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCE PTA14CE OF PROFESSIONAL ENGINEERING .(� _ 'CIV�lr �P "P RP, . . .0 DUR . FAC'..a 1.25 -- FROM I V - Alpine Engineered Products, Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS p�� OF,CAL1f Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY`OF THE BUILDING DESIGNER, PER - r SPACING - 24.0" ANSIJTPI 1-1995 SECTION 2. (MILESW-WALLIS S. MILES RESIDENCE- - T2 INT BRG 8!) ' IRIS MIG PKL'PAKLU FKUM CUMPUILK INPUT (LUAU) & U1MtN>1 M)) WUM111tU UT IKUJJ MI -K. TOP CHORD 2x4 SPF 1650f'1".5E :T2.2x4 SPF #1/#2:, ROOF OVERHANG SUPPORTS-2.00'PSF SOFFIT LOAD. - BOT CHORD 2x4 SPF 1650f -1.5E :B3, B4 2X'4- SPF #1/#2:.I:.- ' WEBS 2x4 HF Std/Stud ':W9 2x4 SPF #1'/#2: t. CALCULATED HORIZONTAL DEFLECTION IS 0.18 DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD. (A),CONTINUOUS-LATERAL BRACING EOUALLY-SPACED,ON>MEMBER. _ -. - 4- T ► R DEFLECTI.ON,MEETS'L/360.00 LIVE,AND L/360.00 TOTAL LOAD. CALCULATED•VERTICAL DEFLECTION +IS 0.46" DUE TO LIVE LOAD S Y AND 0.60" DUE TO -DEAD LOAD AT X-=•14-04.-02. 10 ,PSF BC LIVE LOAD PERMUBC. 'SHIM ALL SUPPORTS'TO=SOLID BEARING. W3X5 W3X5 W3X4 W3X5 „ WUX (' A) 4 \ T2 W5X7 W2X3'-= f W9 1 W6X8 = •B3. 9 4 1 y '~ J.. 2 W5X7 = W5X12 = 2 64 8-1-0- WB4 W3X4 - III, „ W3X10 (A1)' _ . ` j .. W3X5 (Al)' }r J 2-0-0 �+ 34 9 -4 fE21- 6'-.0E 21 !6 0 '.F . 4a3 0=:0 Over 3 Supports J - T R=1199 W=5.5' R=2062 W=5.5' s' R=51 W=5.5" , PLT TYP. Wave TPI -95' " 'Design Criteria: TPI STD CA 6 - R Scale,=.125" Ft. -' **WARNING** TRUSSES REQUIRE EXTREME=CARE IN .FABRICATION, HANDLING: SHIPPING,-_INSTALLING.AND"t• BRACING. REFER TO HIO -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI. (TRUSS PLATE O Lw D A �Y TC LL • ,16 tO PSF' '-R.EF 'R795--82408 • - - INSTITUTE,' 583'D'ONOFRIO DR.'. SUITE,200, MADISON, WI 53719), FOR -SAFETY PRACTICES PRIOR TO P + THESE FUNCTIONS. UNLESS OTHERWISE INDICATED: TOP CHORD SHALL HAVE PROPERLY ATTACHED �y �P • q� �y ,CDL.. 14.0 PSF DATE', '• 08/11/00 - - ,PERFORMING STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY•ATTACHED RIGID CEILING. - '*IMPORTANT** `'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��uu 1 -/ B C D L ' 7 O PSF D R W CAUSR795 00224010 , +'• PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION,FROM'THIS DESIGN; ANY FAILURE,TO •. No. 5 •� - BUILD THE TRUSSES',IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND x B o- 002 •BC" LL CA -ENG GTP/GWH• A L P I N E BRACING OF TRUSSES.' THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF. NDS (NATIONAL DESIGN .'0.0"PSF• SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i PSF SEAN - 55649 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO * TOT AD :37.0 - 1 r EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A -Z.. , THE SEAL ON THIS DRAWING*INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER1NGt ,A _/` _c 111- \P 9%F OUR . FAC . 1.25 -FROM IV Al me En 'neered Products, InC. P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ OF SRcramento,CA9S828 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER - C�1�OELC\ SPACING 24.0" ANSI/TPI 1 1995 SECTION 2:•• (MILLJW - WALLIJ Z,_MILtZ, KtJ1UtNU - 13 1N1 bK(i 11') rola Uwu rMLr Rn U rRV1.1 .UnrU1LR LL ., v �.,�,�•�+7 +��,, ,+..,�� , TOP CHORD 2x4 SPF 1650f -1.5E :T1 2x4 SPF 2100f -1.8E: CALCULATED HORIZONTAL DEFLECTION IS 0.12" :T2 2x4 SPF #1/#2: ` r DUE' TO LIVE LOAD AND 0.'16" DUE TO DEAD LOAD. BOT -CHORD 2x4 SPF #1/#2':61.2x4 ,SPF 1650f -1,5E:' " WEBS 2x4 HF Std/Stud - (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS Q360.06 LIVE -AND L/360.00 TOTAL LOAD. •`- 10 PSF .BC.LIVE'LOAD PER UBC. f' SHIM ALL .SUPPORTS TO SOLID BEARING: ` W5X6 = �. W3X5 W3'X5 W4X6 i W3X14 •r .. W3X4 (A) (A) W3X4 . 4 T2 4 .. T W5X1O = •� 9=10-1 2 W5X6 W5X6 = 2 - 8.-1-0 Y W3X7 (A1) B1W2X3 III $ 'W3X10 == A r'W3X5(A1) '-W2X3Ifl 31-9-4 I. 21-6-0,E 21 6 0 43-0-0 Over 3 Supports R=1048 W=5.5" R=2097 W=5.5" R=37 W=5.5" "f CA 6 - - - R - Scale.='125" Ft. PLT TYP.*Wave TPI -95 Design C-riteria: TPI -STD -' —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION,- HANDLING, SHIPPING. INSTALLING AND BRACING. .REFER TO HIB -91 (HANDLING INSTALLING AND BRACIIIG), PUBLISHED BY TPI (TRUSS PLATE t- • 0%.0 w '7 %<1 TC -LL 16.0 PSF 'REF R795--82409 - t .INSTITUTE,• 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719). FOR SAFETY PRACTICES PRIOR TO Q� TC DL 14.0• PSF DATE 08/11/00 ' PERFORMING THESEFUNCTI ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY'ATTACNED RIGID CEILING. `y y� •'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDNo. �(Jf BC DL '-` 7 . 0 PSF DRW . CAUSR795 00224005 - PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 05 • BUILD THE TRUSSES IN CONFORMANCE.NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Ex 6 002 BC LL 0.0 PSF - •CA -ENG GTP/GWH A L P I N E LICABLE PROVISION S OF NOS (NATIONAL DESIGN SES. THIS DESIGN CONFORMS NIT' AlPI BRACINFICAT G OF TRUSPUBLI 'SPECI ION SHED BY THE AMERICAN FOREST APAPER ASSOCIATION) AND TP[. ALPINE - 52263 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT•AS NOTED. APPLY CONNECTORS TO 9 * TOT: LD. 37.0 PSF SEON - Alpine Engineered Products, Sacramento, CA 95828 Inc. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER- DRAW114GS 160 A -Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION z. _/` CIVI1- �P '9TF OP CA DUR . FAC . 1 .25 FROM I V SPACING' ' 24.0" tl'I1LC JV! - WALL1J J. '1.11 Lr .3 IRC31UCI4L,C 114 1141 I3KU O O ur) -----. u r,...".•,. ..-...,.,,., .... ... ..... ... TOP CHORD 2x4„SPF #1/#2 ROOF OVERHANG SUPPORTS 2.00,PSF SOFFIT'LOAD. BOT CHORD 2x4 SPF #1/#2`` WEBS 2x4 HF Std/Stud' - DEFLECTION MEETS -L/360.00 LIVE. AND L/360.00 TOTAL LOAD. -10 PSF BC.,LIVEQ.LOAD PER UBC.. M E, *********DO NOT TURN TRUSS END FOR, END*********.* ' = '_�• ="•'fir - • ' - • • - . + , T�• , s W04 1. ” W3X5 - W3X4 ; 4 r-7 4 --1 f• 8-1-0 W3X4(Al) _ W5X7.= W2X3III' L + W 2 X 3 iii W3X4(A1) = , . 6-8-12 , I •. �z (i o l T • 1.4-0-0 F I - X14 0-0' Jw +x 28-0-0 Over 3 Supports { R=106 W=5.5" R=1209 W=5.5" •., " r R=888 W=5.5" '. * PLT TYP.-Wave TPI -95 Design Criteria: TPI STD CA/4/-/-/-/R/- Scale =.25" Ft:.. ' _ ' •'• Z —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION; HANDLING, SHIPPING, INSTALLING AND - BRACING. REFER TO HIB -91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSPLATE0�.DW CCn- TC LL 16.0 PSF 'REF R795 --82410.-t INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR'SAFETY PRACTICES PRIOR TO 6,, � 7`^Y y Q' ��, TC DL 14.0 PSF p " DATE 08/,lal/0O - PERFORMING THESE FUNCTIONS. UNLESS OTHERH ISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y m _ , **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE,INSTALLATION CONTRACTOR. ALPINE ENGINEERED. W a p BC DIL 7,-0 PSF DRW CAUSR795 00224006 ` ,PRODUCTS, INC. SHALL NOT, BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O• 8 0 r; BUILD THE TRUSSES IN CONFORMANCE XITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AHD E BC LL 0.0 PSF ' CA -ENG GTP/GWH. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OL SOFD20GABY T LPINE11 TAPPLYACONNECTORS i Aug 2000 ltf TOT-. LD. 37.0 PSF SEON - ' 52266 CONNECTORSSPECIFICATAREPMADEASTMMA653AGR40REST GALV' STEEL E X CEPTI AS NOTED. TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER, DRAWINGS 160 A-'2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING' ,n _/` CIVI1. \P q7� DUR . FAC . 1*. 25 FROM I V Alpine Engineered Products, Inc.RESPONSIBILITY P SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ♦ OF • , Sacramento, CA 95828. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER r.AL��(1l� SPACING 24.0 ANSI/TPI 1-1995 SECTIOH z. v • KICTAKIC\ CIIDYTTTcn OV TDIICC IACD _ tI•LILCJVI-WNLL. naLLJ. nl J1UL14X,L - IJ U1nULR w/ 1141 DRU U V / ^ ,,•••' "••" ••�• ••••�•' ••"•• �"••• TOP CHORD 2x4 SPF #1/#2.' 2 Complete Trusses Required BOT CHORD 2x6 SPF 1650f -1.5E III - _ ` WEBS 2x4 HF Std'/Stud. NAILING SCHEDULE: (0.13Ix3.0_g_nai1 ) TOP CHORD: 1 ROW @ 12" o.c. .ROOF OVERHANG SUPPORTS 2.00,PSF SOFFIT,LOAD. BOT CHORD: 1 ROW -@ 12' o.c. 6 - 8 -12J .. �• ' L<2 0 - 0-3;;1. ` WEBS 1 ROW @ 4" .o.c. GIRDER SUPPORTS': 11-00-00 SPAN TO BC ONE FACE USE EQUAL SPACING BETWEEN -ROWS AND STAGGER NAILS 14-0-0 I ;- AND 02=00-'00 SPAN TO TC/BC.SPLIT OPPOSITE FACE. IN EACH ROW TO AVOID SPLITTING. ` DEFLECTION MEETS L/360.00 LIVE AND L/360.00 TOTAL LOAD., �L J R=224 W=5.5" R=4006 W=5t5" • , R=2484 W=5.5— =5.5—.PLTTYP. 8-1-0 W3X4 ( 1.) = `e W7X8 = W3X5 W2X8 iir III - _ W3X5 (A1) IE 6 - 8 -12J .. �• ' L<2 0 - 0-3;;1. ` I• 14-0-0 I ;- 14`:-0.0 28-0-0 Over 3 Supports, �L J R=224 W=5.5" R=4006 W=5t5" • , R=2484 W=5.5— =5.5—.PLTTYP. .PLT TYP.Wave TPI-95Design Criteria: TPI(STD) Scale =.25" Ft. • -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - BRACING. REFER TO HIB -91 (HANDLING INSTALLING AHD BRACING), PUBLISHED BY TPI (TRUSS PLATE 0%,D W y Fy k TC LL 16 0 PS F - REF -R795--82411 _ INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, MI 53719), FOR SAFETY PRACTICES PRIOR TO (� �Z� - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `y ('P 9� .T C D L 14 .0 P S F DATE 08/11/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL ING. -IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED' ICCS �. m B C -D L 7 ..0 P S F D R W CAUSR795 00224011 ' PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O. O 5 + - BUILD THE TRUSSES IN CONFORMANCE WITH T 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 8 D B C ' L L 0.O P S F CA -ENG GTP / G W H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WIT II APPLICABLE PR ISIONS OF NDS (NATIONAL DESIGN BY 1P..AL * 9 1 0 * TOT L D 37 P S F SEAN - 56466 ' CONNECTORSSPECIFICATAREPMADESOFD20GATHE ASTMHA653AGR40REST GAL V. STEEL. EX CE PTI AS NOTE 0. YACONNECTORS TO 'EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THESEALON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,A _ _/` civil_ \P• •� . . .0 D U R . FAC . 1 .25 FROM I V Alpine Engineered Products, Inc. USS COMPONENT DESIGN SHOWN. TSUITABILITY USE OF THIS RESPONSIBILITY SOLELY FOR TME TRNHE IAND OF EO� Sacramento, CA 95828 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER CgLI SPACING 24.0" a• ANSI/TPI 1-1995 SECTION 2. Warning JOB SITE HANDLING Spreader bar for larger trusses J 3ENERAL AIIIIIIIIIIIIIIII Rill _ J Familiarity with the CONSTRUCTION DESIGN DOCUMENTS, the TRUSS DESIGN DRAWINGS, and ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY TRUSS PLACEMENT PLANS (if required by the CONSTRUCTION DESIGN DOCUMENTS) is Proper banding and smooth ground allow for unloading of trusses without damage. This should be required to properly erect, brace, and connect the trusses to the building system. done as close to the building site as possible to minimize handling. DO NOT break banding until instal - All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized lation begins. Hand erection of trusses is allowed, provided excessive lateral bending is prevented. if the trusses are not properly handled, erected, and braced. THE CONSEQUENCES OF IMPROPER HANDLING, ERECTING, AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE, WHICH AT BEST IS A SUBSTANTIAL LOSS OFTIME AND MATERIALS, AND AT WORST IS A LOSS OF LIFE. THE MAJORITY OF TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT_AS A RESULT OF IMPROPER DESIGN OR MANUFACTURE. Prior to truss erection, the builder/erector shall meet with the erection crew for a safety and planning meeting, making sure each crew member understands his or her roles and responsibilities during the erection process. TEMPORARY ERECTION BRACING Trusses are not marked in any way to identity the frequency, or location of temporary erection bracing. All temporary bracing shall comply with the latest edition of Commentary and Recommendations for Handling, Installing 6 Bracing Metal Plate Connected Wood Trusses (HIB), pub- lished by the Truss Plate Institute, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS prepared by the building designer. PERMANENT TRUSS BRACING Permanent bracing for the root or floor trusses is the responsibility of the building designer and should be shown on the CONSTRUCTION DESIGN DOCUMENTS. Permanent bracing locations for individ- ual compression members of a wood truss are shown on the TRUSS DESIGN DRAWINGS, and shall be installed by the building or erection contractor.This bracing needed for the proper performance of individual trusses within the roof or floor system. The design and connection of the bracing to the truss and then to the overall building system is the responsibility of the building designer, and is in addi- tion to the permanent bracing plan, which is also specified by the building designer. DO NOT STORE UNBRACEO BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND I'RiJ 4' yam` . 0 1 If trusses are stored vertically, they shall be braced in a If trusses are stored hors—tally,, odking should be used manner that will prevent tipping or toppling. Generally, on eight to ten toot cantersA r as required, to minimiz cutting of the banding is done just prior to installation. lateral bending anddmmo/istdre gain. CARE SHOULD BE EXERCISED WHEN REMOVING BANDINGTO-AVOID DAMAGING SSES. During long term storage, trusses shall be prot�nvlronment in a man at that provides for adequate ventilation of the trusses. If tarpaulaterlal is used, the en shall be left open for ventilation. Plastic is not recommended, sinmoisture. 1 -1012 -TING, ALL TRUSSES THAT ARE ERECTEB'rONE AT A TIME Sl �E HELD SAFE'Ly IN POSITION BY THE ERECTION EQUIPMENT,11NTIL SUCH TIME AS AL ECESSARY BRACING HAS BEEN INSTALLED AND THE ENDSOF THE TRUSSES A SECURELY FASTENED TO THE BUILDING. SPECIAL DESIGN REQUIREMENTS Tagline�_ Special design requirements, such as wind bracing, portal bracing, seismic bracing, diaphragms, shear walls, or other load transfer elements and their connections to wood trusses must be considered separately by the building designer, who shall determine size, location, and method of connections for all bracing as needed to resist these forces. UNLOADING & LIFTING SPREADE\ AVOID LATERAL BENDING TOEIN4 NEVER HANDLE TRUSSES FLAT Beginning with the unloading process, and throughout all phases of construction, care must be taken to avoid LATERAL BENDING of trusses, which can cause damage to the lumber and metal connector plates at the joints. USE SPECIAL CARE IN WINDY WEATHER. IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, CONTACT THE LOCAL POWER COMPANY. IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. AV' 0'I LATMER A L B E IND I N G )60° orsess DO es i APPrmamateN,_,i , �,h^P w� T '/. trusstength up l0 30 feet up to 30 teat here these criteria are met. Truss sling is a \! SPREADER BAR acceptab TOE IN ,\ TOE TOE IN I Aptrruss Length/. -1 Nprox. •/. to Y, up to 60 feet truss length up to 60 Use spreader bar in ALL other cases. It should be noted that the lines from the ends of the spreader bar "TOE IN"; if these lines should "TOE OUT" the truss may fold in half. STRONGBACK/ - SPREADER BAR, ASTRONGBACW R SPREADER BAR fey �Appmx- q, % I I gppmz. •b to'F _� Truss ten Ilj�1� buss ever 60 length over 60 feet bet Tagline Tagline For lifting trusses with spans in excess of 60 feet, it is recommended that a strongbacWspreader bar be used as illustrated. The strongbactdspreader bar should be attached to the top chord and web members at intervals of approximately 10 feet. Further, the strongbacWspreader bar should be at or above the mid -height of the truss to prevent overturning. The strongback/spreader bar can be of any material With sufficient strength to safely carry the weight of the truss and sufficient rigidity to adequately resist bend- ing of the truss. BEGINNING THE ERECTION PROCESS 3) WEB MEMBER PLANE. -X- BRACING, AS SHOWN, DO NOT USE SHORT BLOCKS TO BRACE IS CRITICAL IN PREVENTING TRUSSES FROM INDIVIDUAL TRUSSES WITHOUT A It is important for the builder or erection contractor to provide substantial bracing for the first truss erected. The two or more LEANING OR DOMINOING. REPEAT AS SHOWN TO roSPECIFIC BRACING PLAN trusses making up the rest of the first set are lied to and rely upon the first truss for stability. Likewise, atter this first set of CREATE A SUCCESSION OF RIGID UNITS. trusses is adequately css-braced, the remaining trusses installed rely upon this first set for stability. Thus, the perform. Continuous X-brac DETAILING THEIR USE ing ance of the truss bracing system depends to a great extent on how well the first group of trusses is braced. lateral bracing GROUND BRACE - EXTERIOR GROUND BRACE - INTERIOR One satisfactory method lies the first unit of trusses off to Another satisfactory method where height of building or Web members a series of braces that are attached to a stake driven into ground conditions prohibit bracing from the exterior is to max. max. the ground and securely anchored. The ground brace lie the first truss rigidty in place from the interior at the itself should be supported as shown below or it is apt to floor t level, provided the floor is substantially completed X -bracing should be installed on vertical web members buckle. Additional ground braces in the opposite tlirec- and capable of supporting the ground bracing forces. wherever possible, at or near lateral bracing. Plywood tion, inside the building, are also recommended. Securely fasten the first truss to the middle of the build- sheathing may be substituted for X -bracing. Note: Locate ground braces Ing. Brace the bracing similar to exterior ground bracing ky for first truss directly in line shown at left. Set trusses from the middle toward the end Web members with all rows of lop chard con. of the building. Property cross -brace the first set of truss- ,I,o p Brace the sinuous lateral bracing (either as before removing floor braces and setting remaining a� g BRACING REQUIREMENTS USING THE temporary or permanent). trusses. ?-aSAME- bracing SAME PRINCIPLES APPLY TO 2nd, 3rd 8 4th trusses PARALLEL CHORD TRUSSES Fust truss 1.4 minimum Temporary support wall d or temporary scettolding „a x � (helps hen installing 5 ; ,+d" � Bottom chords I 4511First truss to be well long clear an trusses) braced before erection Note: Top chords and some web members are not Ground Drec of additional units. ` shown, in order to make drawings more readable. - Breve the bracing Ground bracing L STACKING MATERIALS Bearing for trusses Late a Ground stakes Minimum Two 16tl"k� a ��dtkS Double Headed Nails a DO NOT PROCEED WITH BUILDING COMPLETION UNTIL 2 pd�t ALL BRACING IS SECURELY AND PROPERLY IN PLACE jY 20 minimum size N51 fa �^ „ Platform must Q em omlxmauwmk.ex wxoa This level represents �Uerratic ground floor on sin to �11� be rigidly brevet O story aPPlications LU �� Chord .e DEDUATE SIZ OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE �INA, ECTION DOMI ING. � EREOTION TOLERANCE O NEVER STACK MATERIALS ON UNBRACED proper distribution of construction materials is a mus Z OR INADEQUATELY BRACEDTRUSSES during construction. - Q I Length - Length I N s' P to 7— Lesser of Acceptable Diso'= -�<r"' against out• t— Plumbor 2' Length i 6' to 32' _ Length i 6' so 32' = 1' - side bad Plumb Bob Length 32' 8 over = 2' Length 32' 8 over = 2' bearing wall Complying with erection tolerances is crillo�I to achieving an acceptab roof or floor line, AND TO ACCOMPLISHING ^Cga��EFFEC71VE'BRACTf7G: Setting" 1'�' ru'sses�wt�hin`Ik 1><arance me first time will p ant the need for the hazardous practice of respadng or adjusting cusses when roof shbathingvvor roof purlins are installed"4 stet leaning or Dowing can cause nails ' Acceptable i w to miss the top chords when sheathing is applitdjA'cUeate cumulative atresses^o�n'�I�e bracing, which is a frequent cause - over load C of domirtoing. WHEN SHEATHING, MAKE SURE NAIA�� DRIVEN INTO THE TOP CHORD OF THE TRUSSES. NEVER STACK MATERIALS NEAR A PEAK bearing wall BRACING o W f ► y cc Z / Always stack materials over two or more trusses. Q v NEVER STACK MATERIALS ON THE Not to exceed 4'0ma imum from bearing Y CANTILEVER OF ATRUSS 4'0• 4-0- U ' J DO NOT INSTALLTRUSSE$ DO NOT WALK ONrID NOT WALK 0 TRUSSES m ONTEMPORARILY UNBRACEDTRUSS 1 OR�GABLE ENDS LYING FLAT '¢ CONNECTED SUPPORTS Q Lu All anchors, hangs tie -downs, seats. bearing ledger, direction , a of nailing , etc., that are part of the supporting sirilcture.shell•be /- Roofing and mechanical contractors are cautioned h Q nails - sin le stack materials only along outside supporting member. _ _ accurately entl property placed and permanently - � �9 Y 9 PPor 9 ~O attached before truss installation begins. No trusses e?�:� + brace , s or directly over inside supporting members. Trusses an Z _ _ shall ever be Install eG on anchors or lies that have tem. a not designed for dynamic loads (i.e., moving vehicles) 11 �a porary connections to the supporting structure. NEVER OVERLOAD SMALL GROUPS OR Extreme care should be taken when leading and stackini W 1 directs of Ce direction SINGLE TRUSSES. POSITION LOAD OVER construction materials (rolled roaring, mechanical equip �NAILING SCABS TO THE END OF THE BUILDING TO of force men, etc.) on the met or floor system. 0 I dl eOO Reding BRACE THE FIRST IS NOT RECOMMENDED. �/ * A$ MANY TRUSSES AS POSSIBLE. N k All nailing of bracing shouldbe done se that nails are X NAILS IN WITHDRAWAL driven perpentliculafto she tlireclion of roe, as snow, WELL NAILED 1F (PARALLEL TO FORCE) at right. ` (PERPENDICUIIARTO FORCE) Sleep. N lj I 11 11 BRACING REQUIREMENTS FOR 3 PLANES OF ROOF F LL Temporary erection bracing must be applied to Three planes of the rooi15ystem to ensure stability: Plane 1) Top Chord Panel point I'llSheathing), Plane 2) Bottom Chord (ceiling plane), and Plane 3) Web Member plane or vertical plane j erpendicular to - Sleepers for mechanical equipment should be located a truss's. , NEVER CUT ANY STRUCTURAL Panel points (joints) or over mein supporting members 111) TOP -CHORD PLANEos : Mt-importantlo-the bullder-or��2)-BOTTOM CHORD PLANE-1n•order to hold proper antl only on trusses that have been designed for sucl erection contractor is bracing in the plane of the top spacing on the bottom chord, temporary bracing is rec. MEMBER OF ATRUSS. loads. trusses chord. Truss top chords are susceptible to lateral buckling ommended on the top of the bottom chord. CAUTION NOTES before they are braced or sheathed. Top Cho Canalboat Web members lateral bracing Errors in building lines and/or dimensions, or errors by others shall be corrected by the contractor or responsible con ( Continuous lateral Web Continuous structbn trade subcontractor or supplier BEFORE erection of trusses begins. bracing latoral Bottom Cho Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by the builder or erection con Diagonal ... bracing Minimum 2x4x10' Bottom Chord tractor. l Minimum 2x4x10' a' lateral bracing lapped lateral bracing to ad over two trusses at 5 "'� Any field modification that involves the cueing, drilling, or relocation of any structural truss member or connector plate she over two trusses a ' to 10' ' each end. not be done without the approval of the truss manufacturer or a licensed design professional. each and. The methods and procedures Outlined are Intended to ensure that the overall 00mit U tion techniques amploy.d will put floor antl rot trusses SAFELY in place In a competed structure. These recommendations for bracing wood trusses originate from the collective exp. rience of leading technical personnel in the wood truss industry. but must, due to the nature of responsibilities involved, be present& any az a GUIDE for use by a qualified building designer, bulbar, or erection contractor. Thus. the wood Truss Council of Amerb 45• 2U expressly disclaims any responsibility for damages arising from the use, application, or reliance on the recommendations and informs ton contained herein. Selected text and figures referenced or reproduce i- 2d , Connectend u - from HIB and DSB by permission of the Truss Pla Not to scale. of bracing to rigid Institute, Madison, WI. Diagonal bracin support or add diagonal repeated every 20' at bmdng at approximately 20' 45• angle to trusses' intervals (repeat at both ends).' WOOD TRUSS f:OUNCIL OF AMERICA EXACT SPACING BETWEEN TRUSSES SHOULD BE 'Long spans, heavy loads or other sparing configure- � One WTCA Center MAINTAINED AS BRACING IS INSTALLED to avoid the tions may require closer spacing between lateral brat- gonalonsult the 6425 Normandy Lane hazardous practice of removing bredng to adjust spao- Ing antl closer intervals between diaa C building designer or HIB and DSB (Recommended Madison, WI 53719-1133 ing. This act of 'adjusting spacing' can cause trusses to Deslgn SPeur:Utm for Temporary Bracing of Metal. 608/274-4849 • 608/274-3329 fax t e wrong fime. Plate Conn removed th acted Wood Trusses for details. topple it connections are re n9 ) pp � wtca®woodtruss.com • www.woodtruss.com DIAGONAL OR CROSS -BRACING IS VERY IMPORTANT! Copyright 01985tMWooaTraaaCouncil ofAmerica m m mm = m mm m M r m' m i r m mm r CONVENTIONALLY - RAMED VALLEY D E rrAIL' (A) 2X6 OR LARGER SP #2 OR SPF #1/a2 VALLEY RAFTER (3) .16d BOX (B) 2X4 SP OR . SPF #3 CRIPPLE (MAX 1IEICHT. 6'-3") NAILS, TOC -NAILED (C) 2X4 SP OR SPF #3 CRIPPLE (MAX 1IEIGHT 6'-3") (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER COMMON (E) 2X4 VALLEY NAILER TRUSSES NOTE: _ RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN AT 24" 0( (D) (A) THAT OF VALLEY RAF'T'ER (A). _ NOTE: REFER TO VALLEY DETAIL VAIJRUSS0699 FOR (D) SUPPORTING TRUSS BRACING DETAILS. VALLEY (A) RAFTERS (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 11'-2". RAIDTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAMC GRADE AS CRIPPLE. (3) 16d BOX FASTCN 1X4 "T" BRACE TO CRIPPLE WITH ©d BOX (0.113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. TRUSS TOP CHORDS PER SPECIFICATIONS PARTIAL FRAMING PLAN 0970 Q) 16d BOX NAILS, (2) 16d BOX NAILS, (3) .16d BOX TOE -NAILED THRU TOE -NAILED (2) 1Gd BOX NAILS, NAILS, TOC -NAILED CRIPPLE INTO RIDGE BOARD TOE -NAILED (3) 16d BOX NAILS (D) (A) (3) 16d BOX NAILS (D) (B RATED (A) (C) SHE THING 4'0" TYP, (C) ' I (�) (3) 16d BOX GIRDER (E) NAILS, TOE -NAILED (2) 16d BOX NAILS,. TOE -NAILED (TYPICAL) RATED SHEATHING CONNECTED TO SUPPOR'T'ING 'TRUSSES AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE -NAILED THRU CRIPPLE INTO RATED SHEATI'IING FESS "MIS DRAWING REPLACES DRAWING V105-COII •■VARNING•■ TRUSSES REQUIRE EXTREME CARE IN IADRICAIING, 1 '111I1LINfi, 511111441,16, INSIALLIN6 AND BRACING. REFER 10 11I9-91 NIANDLING INSIALLIfirt AND BRACING), PUBLISHED nY 11'1 (TRUSS rLAIE INSIIIUIE, 983 D'UNUrR1U Q fy C LL 30 30 40 PSr REF (,ONV. VAI,I,I;,' nR., SUllr. 200. MADISON, V1. 73)19) FOR SAr[lY rRACIICES rRIUR IU PERI ORIUtIG THESE I IRIr11tINS. FINLESS DIIICRVISC IIIDICATED, fur CIIURo SHALL IIAV[ rR(IrER1.Y ATTACHED STRUTIURAL rANELS AND nUt 1(111 CIIURD �Q� �� 1 h A UL ,O 1 J 7 r�sr DA I C 0G125i SIIAIL HAVE A PROPr.RLY A1IACrIrn RIGI CEILING. •.IHrCRIANI•• rLMNIS11 A COPY Ur TINS DESIGN 10 111E NISTALLAIIUN CIRIIRACl11R. V �" 'TS ' ALrINE ENGINI[REo roll 1P11CI S. INC. SIIALL MIT RC RESrUTIS1PLE FOR ANY DCVIAIIUN IRUII IVIS D[SIGNI ANY FAILURE 10 BINLD IIIE TRUSSES IN C(INrURHANCC VIIN IrII Oq FABRICATING, DL 10 6102001 lU 10 rsr UI2wG VAL(:UFI1'F't_ HANDLING, SIIIrrING, INSLnLLING ANO PgnCING Or TRUSSES. DESIGN CONrunRS VIIII APPLICAFIIC rROVIS10rIS Or NOS OIAITONAL DESIGN SPECIrICA11UN PUBLISHED IT 111E AMERICAN (IIRCSI AND , LL 0 -- 0 0 - r, sr rAPCR ASSOCIATION) AND Irl. ALPINE CONNECTORS ARE NAnE Or 20GA ASTM Af73 GR/0 GAL V. S1[[L C%CCPI AS NOTED. APPLT C[iNNCC1ORS TO [ACII rArr. Or TRUSS AND, UNLESS OIIICRVISC LOCATED ON s Crvl� roT.Lo. uo %'� rr r �� ,7 r Q/ (/ _, i�•� �•� IVIS 11CSIGN, POSI110N CONNECIIIRS rCq DRAWINGS 160 MZ. 111E SEAL ON TIIIS DRAVING INDICATE S ACC[r IANCC Or rRUr ESSIONAL ENGINECRING RCSrONSIBILITY SOLELY roq 111E TRUSS 1:(R1r1pgN1 'fC r^`1`U111. UUR.rAC. 1.25/1.33 1.15 1.15 PCSIGN SIIUVN. 111E SUIIAPILItY ANO USE nr "ITS CUMPONENI FOR ANY PARTICULAR BUILDING Uy_2. _ SPACING SCE nuovc C 5" Ilex. flan. 5Y1h1 AUUU1. 1� I r M MM M� M M M M M r MMM Trio. NUTCII (s3 24" U.C. Illll'I.IX,X1:11 LI11•.-�.lBlllA� trottyllack %- n11 to leder V / X'1 II.C.1 I.- coltT 11111ouu surrou•r Ir►) rook pinto- I.o match comm011 lr11snes, 191) Spllco pleto le match common trusses. (111) Ileal plate to match commol► trusses. NUrbr 1.13v/lrt/7Ithl Ira 109"d for O.C. nlso. tlnlel ---.---- -UI'llle MTAIL 'A' Z ITI 1 • r Incl IIIMtgI IIA ILS -1 .R ""Ilr uu' u u UCTnIL 'U' Uoble IU) liable 01141 desly11 bhstid oil UU IIIIII rood wltld load, exl►osllro "CI' at U-70 1't. menu height. non. ICI 1X4 co11tll11to11s Intnrol brrorioi7 for Irl' 1711 111t1' utlooker._• Ubrace Istro11gback) Member longer 'hon ]4 Ilnx. 73". Attach at 11111111101111. of aocl' brace N/]-Od ao111txorl ttnlls. �) \ �� IUI UI►tlolf to well Illntlllyl -Ilse 1)1-]11 \ 1X4 P.1.. III or 117'It wire stnl►Ins 111.1177 l,in./15 GA. 1 ton - 111 Jul _ - _-- U \�\ybeck brena ve iled tiroho crd Into wed► lhru web fa_ . Into chord on nno ,loco a (or o lotnl of ��' Varies 6-stoples. 11'11, (S11, 111 (111) muts - Ila plated. 11 1 ' II ITI Ilefor to gimp roll Clothing C-97.11-1 C. lax.Ladger prod11c1. nttoc11tnenl. slleclticntloll A, I 1111 �\A35 111 f 1 [Ilrectlo111 . .flex. s \ I it - __ -`• `� ISIII C �\.-.____..� coltT 11111ouu surrou•r Ir►) rook pinto- I.o match comm011 lr11snes, 191) Spllco pleto le match common trusses. (111) Ileal plate to match commol► trusses. NUrbr Thllo datnll mor tlruenes will' 111114:100d Ira 109"d for O.C. nlso. (KI Bpeeing for 114 t• 71.0'1 U.C. 811811 to Match coMolan trusses I 110TK1 Chords to be 2X4 f 1r-Lnreh jI 111n1mmifl BE-- 30006 , 11►Irf ,1.111[1/,r1. ►n,11AC11. IIC . �aFES81 r-� r1. /-1 r1. ) h.11llf 1,n11P, InlnM [Iq /) N H 1111 (ill TAUT h x ,rnfl /,1 M Mlr•Inr111n1 ter' int N/IIIN I1,1G 111 1r11. Irq, ftV� U W. e1,n11Mr Iro.l ar11 UIno1 b1 n.q u r r l IrV:1n.1. "o � 1 It 11 n.r,1, en .111 In•f lrS. 111 Il/11.11 nI ,r.1. •11 br11 rn elf `V' n0� I -r •-'� 11111•♦ le •u111 1.♦ IIwr11 1.0 tor. Irrl.ln:l •11rr n11o. II Irl /dl Il.11llbr `C -I 1"-1 lir/l, fa.If lMr1 111 •rIq w. Joel • er tr1. Ir'1t111 Ilhrrrr�hl 1/rrr; lyd r 1 ,111\ IY1111.. 111M Mllhlw1rr11. V.111 olrtl•.1•.1 (rnlfrllA, 1 1;•j 1 1 1 1 1 _1 1'r Irr1 to t trffrl 111.1111.. I,�<I I,F..(11.11 In 11f 11 Ioff IA fmq" lrrlll 11111 1 1 ) Ir."1 no- Ualll III,p.111 1K111II 1.1 Ilrl[ bill,.-, re1111or Ir••11r *".[I"lin• n r1. hr rr./ 1 • `1- I 1'•11. l-1 1 / Illlll[11 ►111gIr11 11� 111111 �, /"I Illi [In to•1110h1 ry1 bulptl 1►1, If1 t 1[U•t. n1.tlGl ilnblWl WON Itrr•Ill/ IIUf.1/11 hIt111 till -ora ' ' ; I I111li1i\ 1-'1 lb. v•1 ./Ira lf•If1 •l"'11110r1 W lot 1 11.1, ..11161141n•1 11[rllltll 1►11411 1111 br hq1 r.un•1 .r.1111 1/ Irto-10,41.1Il/1/ell IPI rrry. � Mrl[11e Nrr1 LIrr11l .pry lrlllal. II••rl t•1. Ib•I v hrll n Irl bet, lr.l YJII 1.11 11 r•Illl� V•1.1 In All. 6Ir4n .1/• KIM 11 11( Inn' frh[Ilbl1.1111n,(IVI, IrCW ._. __ _••Irl IIU o 11111 UA111"11. In 1111 "t11m/l M1101 >1rI11t111M1141 Ivlll tIM 1.p ---f I -- l ._ ..._ _L A LOW" Uel 1►r,loll 111111 1 \ rrllir Mateo loll Uullooker I� i Icl 0nbl11 Cliff t� , 7x4 rl•A7 Uulell "A Ir pellet 45� F ---1 IX Lo41yet'"-\ -_( Slronybnrk _ mm"/ Ilrnced of GU" U.C. 1II1,15S(.S for (nttnch UIIACII�IU I1GfAll, - -. rinll:_ Fiox. Nch Lenl�lll_.... - 1111 2X4A _Il- I -y -_--------•------ A ]X4 SIT flex. LenyUl W.M. Lr.1111111 111mller "11.110111. It ;, I01191lec:t grade -- hracllly 111) Ilrnce ISI STM11►AUU -- 4-2-0 -11-11-0_ - - - IWV_15.G.5 _ SCAI.(:: tr I)C•.SIGIl CIM: UDC 11u. 11111.1 r111.1•►1 r �y IU 1.1. :1(1.0 P,r IIA 11: f•I 1 I (11. 1114 11111111 11111111 II. 111_ (11) :r.o 1151. I.A 1.1111 •'r 1111 •1.11 -- 511 . 0 11f;I O/A I I It. VAIIII uun.rnc. 1 . I!i' til ii:il v•vlll !i1.►AI_III(; - - -- IYllf (;A111 I 1 1111 " M r -M MM r m m,= m m m i m m m (l A Jack Standard - AM) STANDARD JACK DETAIL (REPLACES GD101, CD101A) DESIGN CRITERIA: '[1J ('*) LIVE (CONSTRUCTION) LOAD DEFLECTION LIMITED TO L/180. LIVE (SNOW) LOAD DEFLECTION LIMITED TO L/240. TRUSSES SPACED AT 24" ON CENTER. REPETITIVE MEMBER INCREASE (1.15) USED FOR BENDING STRESS. LIVE LOAD OF 16 PSF APPLIES ONLY TO ROOF PITCII AT LEAST 4:12 LIVE AND DEAD LOAD APPLIED TO HORIZONTAL PROJECTION. (") 2X4 STD, STUD, #3 OR BETTER END VERTICAL WEB WITII W1.5X4 CONNECTORS REOUIRED IF UPPER BEARING POINT IS NOT USED. IT IS THE RESPONSIBILITY OF THE 811ILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DWG PRIOR TO CUTTING LUMBER TO VERIFY TIIAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. IIIIS 1111; PRIA'Altl1) 1HOM COM1'Illllt INI'Ill (IIIAI)S I( NIMINSI(INS) SIIIIMIIIII) IIY 1111155 III It. 12 Pitch RAFTER W1 .5X4 III W2X4(A1) W3X4 FOR CEILING JOIST SPAN>810" Lez-2-6SPAN VAR IE MAXIMUM Maximum Rafter Span Table (Horizontal measure in FT -IN -SX) Ceiling Joist Rafter (Pitch)4) Rafter (Pitch>4) Rafter Rafter Rafter Rafter "WARN INf,•' III111';111ilglllltl I1 COE CA I I Rev. U I Live Load (psf) 10 16 16 20 20 30 40 8795- -54135 Dead Load (psf) 5 10 15 10 15 10 15 Duration Factor 1.15 1.25 "" 1.25 *" 1.25 "* 1.25 **' 1.15 1.15 ()7 / I 1 /1,111 III' 11"I 'llll'11111AN1-' 11II1111 .�11 A'NI'1 1,1 IIII'. 1'1'.11.11 Irl 1111 (? ttY SI I. 2X4 SPF #2 (S) 8-8-0 8-1-0 -7-5.0 7-6-4- 6-11-12 6-0-4 5-5-8 2X4 SPF #1 (S) 8-11-4 8-4-12 7-7-8 7-9-8 7-5-0 6-2-4 5-7.8 2X4 SPF#1/#2 (Canadian) 9-4-12 B-7-4 8-0-0 8-0-0 8-0-0 6-6-4 5-11-0 2X4 Hem -Fir #2 9-2-0 8-5-12 8-0-0 8-0-0 8-0-0 6-8-0 5-9-4 2X4 Item -Fir #1 9-7-8 9-0-12 8-2-12 8-4-12 8-0-0 6-11-8 6-0-12 2X4 Doug.Fir-Larch #1 10-0-4 9-2-4 B-5-0 8-6-12 8-6-0 6-11-8 6-3-12 2X4 Doug.Fir-Larch SS 10-5-0 9-9-8 9•-0-4 9-1-0 8-6-0 7-2-8 6-6-12 2X4 MSR 1650f -1.5E 9-7-8 9-0-12 8-10-0 8-4-12 8-3-12 6-8-0 6-0-12 2X4 MSR 2100f -1.8E 10-2-12 9-7-8 9-7-8 8-11-4 8-11-4 7-1-0• 6-5-4 2X6 SPF #2/llem-Fir #2 13-7-12 11-10-0 10-10.0 11-0-4 10-2-8 9.1-12 8-2-4 2X6 DF -L #2/Ilem-Fir#1 15-1-8 12-7-0 11-4-4 11-8-8 10-10-0 9-8-12 8-8-4 2X6 Uoug.Fir-Larch #1 15-9-4 13-5-8 12-3-12 12-6.4 11-7-0 10-4-12 9-3-8 2X6 Dou_g.F1r-Larch SS 16-0-0 _ 15-4-12 15-1-0 14-3-8 14-2-8 11-4-0 10-3-12 2X6 1.SR 1650f -1.5E 15-1-8 14-2-12 13-10-8 13-2-8 13.0-12 10-5-12 9-6-4 2X6 MSR 2100f -1.8E 16-0-0 1 1 15-1-8 15-1.8 1 14-0-8 1 14.0-8 11-1-12 10-1-8 Wt. 5X4 III PLf TYP. IJaVc FPI 95 "WARN INf,•' III111';111ilglllltl I1 COE CA I I Rev. U I 00 61111 Jill III CANI IN ION If AII11N, IIAIIIIIING. `,1111'PIIB, lll7.IAIIIIIr: ANTI II II A':Itl ,, plllll 111 11111 yl (11 A IIN11111: INSIAII INI; Alll1 II II A'.Iflf1'11111 I\11111 Ili -Al. (11111'. `. I•I All II'.II11111, PR LD �(/ �(w I C LL REF 8795- -54135 III !.11.1 11'1111111 p1111111-, !.11111 %(IU. Il Alll\1111, NI !.1/I'.N)• 11111 `.All Ir I'4 Ar.l lr'I '• 1'1111111 IN 1'1 NI NIIN INI: INI '•I III Nr'1111111 A A. ['O Vl1 ��i 'I II NI11'. 1111111141:.1 111111':A 1111, 1111' 1:11111111 :.II All IIAYI I'1i 111.11111 A11 A1; 11111 .I Al I'n Nl l :.. Ilul 11111 ,' unlb \I1 All 11 Art A 1'li❑1'1111 r LI1A' III n 1111:111 ' I II 1111•, u/Z (7 (.7� \ 11. 111,- _ DA I I. ()7 / I 1 /1,111 III' 11"I 'llll'11111AN1-' 11II1111 .�11 A'NI'1 1,1 IIII'. 1'1'.11.11 Irl 1111 (? ttY SI I. ' 111'.1 nil Al lr'N •'NN III A'h:.I At .'I NI 1111.1111111111 1.11r1N 11r. 1•.. 111,, 111A11 NIII 111 III '.f ull `•11111 Igll ANN 111 r IA11(IN Ili Ull 1111'.111)11.11, 111. Ill, Nit 1'1 I, All\II /'1'. (1111 '1111II ALPINE A1U IAII ..III tN 11111111 1111 IN 111':11 IN 01N111I111AN1:1 41111 11.1; (IN I AIIII II:A I INI:, IIANII11111;• 11111'I'lll1:, IN.IAI11111 Atlll IAI;INf.111 111115:1\. 1111S,::: \Ix f.IIH11MN5 No. '5 005 / A110 VL - 1 NIM AI•I'IICAllll 1'11 IIY1111IN1'11 IIN•. (NAII.N,I IIf,11;N SI•IIf,AIINN E .8- s Ill. LL CA -LNG /UI.111 PII III ISIIl11 111 Arll 111'. Atl TUTU 51 ANTI I'A1'IN Ai:.II1:IAI 111N) AND IP1. All-INI - _-- - IAINIII1;11111!, ANI 11AIII 111 MU A.IIt A',! I;N,. YAI r. :;1111 , I Ir:l 1'1 A.`. NIII111, AI'I'I Y r;11M1111'l11NS IN } 19 } (� i O F I- I) I AI:II IAI:1 UI INIISS. AND IIN11 SS 111111 p4151 I.":AlllI IIN 11115 III SII:N, I'll•:11111N I:N 11111 r,111N :, 1'11 A41NfS 1111 11 AI , , - __- - Alphic I:11g'IIICCI-Cd P11oAl11clS, I11c. S;I l/5xzx VN IIIIS IIN AM 1111 IN11II:A IIS Ar;II PIANr,I III 1.111111,111111 Al INIIIIII II INI; H1,1'llx,lll 11111 INI IIY INN 1111 INII'.♦ x:11111'11 NI NI III .:CN 11111411, 1111 :•III IAll II III All II II'.1 NI 1111: Corm 11111 Nl lull ANI PAIII11:1I1AN 11111111ING 11 IIII lSp CIVI� \P- 'Qrp . SIANIIARD JACK uClAll Ct alll Cid ll, (;n NI [.1'11Ni11111 III 111 1111 IIIIIIIIINI; 111511;111 N, 1'Ix Ax,l/n'I I L1','.,11.IINN,. OF CALIF �� SPACING 24.0" REPLACES DRII C0101A LUMBER GRADES TCLL/TCDL MAX SETBK- TCLUTCDL Job: II /•11[P JACK RAFTER DETAILI RIPPED 2X6) THIS DMO. PREPARED FROM COMPUTER INPUT (LOADS 9 DIMENSIONS) SUBMITTED BY TRUSS MFR. 16/14 = 301/ • 8-0-0 SPF 2100E -5.8e ' 16/7 = 231E " 8-10-0 LUMBER GRADES TCLL/TCDL MAX SETBK- TCLUTCDL MAX SETBK SPF 16501'-� .5e 16/7 = 2311 •. 8-8-0 16/14 = 301/ • 8-0-0 SPF 2100E -5.8e ' 16/7 = 231E " 8-10-0 _ 16/14 = 301t • 8-4-0 • NOTE: MAXIMUM SETBACK 1S FROM INSIDE OF BEARINGS. PLATINGIPITCH 2.82-3.00 3.00-4.60 4.60-6.00 -SAL 3X8 .3X7 3X8 —mel-_ 3X5 3X5 3X5 ' C 3X8 3X8 3X8 CANTILEVER HEEL •" 3X4 PLATES OVER SUPPORT-� 2X4.'2X6, 2X8. 2X10 BLOCK FL GRADE 2.82' 6.0.c- (A)! .0.c- (A)I / 2X6 HIP RAFTER DETAIL THIS HIPJACK DESIGNED TO SUPPORT CONVENTIONALLY FRAMED RAFTERS. (SS) SHIM ALL SUPPORTS SOLID TO BEARING. CONVENTIONAL FRAMING 15 NOT THE RESPONSIBILITY OF TIIE TRUSS DESIGNER, PLATE MANUFACTURER, NOR 'TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. (NO) NO OVERCU717ING ALLOWED ON RIPPED CHORD. DEFLECTIO14 CRITERIA- ' LIVE LOAD in 1//240 TOTAL LOAD 1/180 (C)', 12X4 EXTENSION TO BE SUPPORTED EVERY 2-0-0. e T VARIES WITH PITCH "• RAISED HEEL •• (B) (P) (NO) f� VARIES WITH PITCH 2X4 — 2X6 OVER Z SUPPORTS 2X8 R -.347/. MAX -V 1.5" MIN R 694/ MAX W V.5" MIN BC LL ABOVE PLT. TYP -.ALPINE C1V1v r_-) 17.=1 c_--3 cl cs 17-1 PSF XM IMPORTANTHMALPU! tNcitatnto alolltxt u1c. WARNING'nussE11 1Eou111t tElnuc ME �DtVIA110N SIIAII IAIt @E 11E SPONS RILE fon ANY IN ItAI(1111-0. ff1Ec11011 A11 SPACINrl ?4.O" IPO" 111111 DESIGN on tlE11E 11PED1EtCA131o.4S. On ANY enAClls7, sit 111991 eY IP1. SEE nils DES1fAllllO( to @u1tO 111( JAVS3 IN CopffonNA1Sfpill#Osie@@Yog.EonADOIIIOIIAL SPICIAL PEONAlE11f eOACINOL-1 .L•hE C01OECfons Art IUOI Or 700A OAtV, SICIL WtI1110 ASIN OIIInt1E11is. MkFIS 011E1NISC IMICA1t0.f� A - EATS OII a (ACtPI AS 1i011D. APPLY Co/(ECtons 10 [Arlo ►Ace 0f [110110 SIIALL OE LAIEIIALLY OOACED r1111 P '—I�IMMS A10 VIMS 011E1wISf LOCA110 a1 INIt Ot91Cll POSITION lY AIIAOED PLIN000 t1EA1111110. BOIfoN C=l�C01(ECIpn Pin WANuct UO, 150 t 1@OA-F. OISION s1AlbAn"SAll" "W"ItY AIIlDlEO PI010 C(ILIIIG -- SEtc---'O co1p01p111/AP1XICAelt /710VIs10t3 or sus t IP1, All ltlGllEtn•/ ALP"E ItC111nCAL WoAtf If/I/911 roil mr t'IPGIs(Al I.J 011 11111 OMIT IIID A11t Ilt 10 TIE COAPOIIINI U(P IC 1(0 1[nt • 111 01LY. AM 11t1All II01 11t PtLito "I Ito ANI Ol#tn IIA,, On/HALL AMICA11011, fUNI1J1 A COPY Or 11119 DESIGN 10 tlE IIbSs t1EClld1 can MCl d1, L7 l� O (� O ,-.IPI - It"111 Pt AI( W31111111. lbs - 19-1 I)A11D1IAt Df%Ir,N VICIf ICAIt011 1on paNl Cnn :Iglr,l til" "• RAISED HEEL •• (B) (P) BLOCK PLATE 2X4 — 2X6 2X6 — 2X8 2X8 — 2X10 2X10 — 2X12 IP W. yc TC LL PSF ' � y TC OL LOAD I I.1G PSF No. 5 5 DC UL SEE PSF ExP BC LL ABOVE PSF C1V1v TOT.LD. PSF or %i OUA.FAC. I.25 SPACINrl ?4.O" AEP -R795-90581 DATE 06/20/9'_i 011H CU 119 _ CA -ENG PUC m m I p 1111 m= r m m m r W PERMANENT BRACINGpp NN g EXTE031 OF (S OI11 G �TYI'1 �L CIIORU. (CONrIN0005) DoT T OF NAIpN901(SW IRU TO FLAT \ / / LL 17 i) Y / J /1 1111.\ V • S F.'( ^ UACK PNrI' BR A C 1 N G I� E,'Vj CRIPPLE SUP110111' LAYOUT U DAY • SET V I,Act(] ACK - 10611"o. / I �ORM BRACED NY. ppRM ! N T ALL IIIP EHOS �IL!�AYEI/IIAE%EIII NIIRTE11 O!T VIE %P CI�B� E>BO OTI1 FOLLOMINU C(IIIDITIONS ARE IIET:I) mc CONTINUOUS TOP CIlORO P1.111011.11113 ARB ATPACIIED TO TIIE f LAT TOT' WORD 1.)F TIIE/1 IIIP ; TIC END JACKS ARE SIIEATIIED X17'111 PIIOPERLY ATTACIIED STRUCTURAL PAfIE2) SECTION A --A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CpIPPh6 OF TRUSSES r9 ACI U ,� COIANON SETRACK I rc) iw 01) PURLINS SPACED 24"O.C. TYP. (CONT111000S 8X4) (C) C111PPLES SPACED 40' O.C. TYP. (0) 111111•T -IN FILL CHIPPLES (IIOIIIZOIITAL MEMBER OPTIOIIAL] (D m m m PC __(_ COM141n11 TRUSSES I CALIF(IIl[IIA IU SYSTEM TFIt)s� ___ N 1 1111' :D ANI) SIIEATII AIIEA. O—CIIIPPLE (C), SUPPONT LOCATIONS. SUPPOPTS EXTENDED ME1((1El19 TO PIAT 1 CHORD (1' O.C. (1IIIPPLE; SPACING SIIUMIN.) C0101ECT CIIIPPLE TU PUTT TUI' CI AND EXTENDED TOP CIIORII, USING 0 - OJ COMMON TOE IlARS Oil 2 - 10d COMMON NAILS TIIRODUII FACE. FIORD EXTENSION TYPICAL) 11 IIIP GIRDER SEC'T'ION B -B DUITT KPR CTO IIIffiPff AICI�RAxING FOR CRIPPLE SPACING. (D) 1IJEW311N11/61/9 SEE CA -1111' ENU1NEf•III1,10 FOR JACK TYPE USED. ,E� U Co"!D�T O TVII TjtUS9 D tiNnRCI1'CII�'j1, MAIIUF<ACTU A00 rTt! ��LL 0 F' TTAA {{�� 1111111111'' RSONS REC111�(l TIE TRIISSES A EGAItI IU AICRAIIQG;OCAL 'RO SSIONAI. E11u1 • NOTE: SEE 0111GINAL DESIGN FOR -SETBACK, LUMBER, PLATING, LOADING AND DURATIOII FACT011 IIEyl �Ero TIIIS DIIAWIUG IIF.I'IICFS 1111AW1111; -I+AVAPIII►K•• INVII[S RIOl11R[ ItlRtll( CAA; IH /AINICA�IIIf 1 j�-------- _._.... 1. IIAIpl.11lfi, tll11II+G, IItlAllll lri I� 110 IaAClllt• Rtr[R 10 1111.91 IIIAIIOI11+11, IIItIAL1,111r (IIID IRACIIICII. 1.1111.If11C0 II III 1 IlRlltf nl7O 1,1. I 1 I'll 171 1 ('AI I1' II IAll IllslllUlt. 19) 0U+111R1U eine sllllC M. IIADlll11. V1. 11)7191 rein fNt11 PRAC11(fS RIIYI 111 rl41'1R111111i 111(1.11 IIIIC111111 11111(tf 11111tRV11[ IIIOIL'A11.0, IUr 1111140 1.11011 .1 11nv[ (y 1(. 111 I'S1 Ills 11 allr(al I Al1A(11C0 tla1K IIIRAI 1.0,11(11. AUD IUIIIt" (I•/10 MAIL IIAV( A PR11'(atl At1AlIQD RI ' I U IIN. ••11m11611AU1.• IURIIIf11 A CIV 1 IV 1141 OC1U11 IU III( I11fIA1.I.Allpll CI111""11Iq (, 111 1'.11 11111J11 ►1111 ,11 fill 41.111( Iu1,Ug1R[0 PaU011LIt. 1110. IIIAll 11111 Il RIIPIXHItt( IIIA Nov OCVLAII[11 (8111 111111. 1ltIG11 0,111 IAIt111( IU 11111,11 111( 1111.0111.1 III ItUNURIIAII(C V1111 $PTI 011 1'AIRICAI(IIG. mix 1A1101.II+G. 11111`1`111q. 1nflA1.11114 MOD IRACIIIG 01 IRUtt(t. 0(1.11111 (011fuRM[ Ville APPlICn11C 1. 1 I 1'11 1111, allv(tlUllt 11 u0t u1+11UUAl 1[116, SPICIIICA11O11 r11IL(111[0 111 left: AI4(RICA111'lla[111 Nlp .m.(A Af111K TAI IIYII All 0 Irl ALPIIQ lellU4CM511 1,111 IUM 11 101,A A11M AT 6410 C,ALV 111[ InitPI AI 1'11110 AretI ft"'tCloR1 10 (ACII IA(f t)r 101111111 A11D. too($$ O11(RV11( 111CAICO 1111t x111111. 1,O1111tw$ tM1111C11141 ►(R ORAVIIII,I 141 A 1. Ili f(Al Off Illi% ORAV11q 11101CAIIf T+(1.11,1014([ to ►wUr[111111Vw IIG1114IIUNG Attr11,1/111LIIY N1lll rlw IId lallll C(Iw•l/+rH1 UI 111111 U11v11 11( N1110,111 �It 0,111 111( 1,Y 11111 (111V•rYlt pi Ifta 'I', 10,1111.4( AN Inh OUn, If 119 0.1 1r1Y111111111 Iir 111 11111 01,11, [4111' 1•' •• 111_11 • 1'111 Ilt l AV • - PA PNrI' BR A C 1 N G I� E,'Vj CRIPPLE SUP110111' LAYOUT U DAY • SET V I,Act(] ACK - 10611"o. / I �ORM BRACED NY. ppRM ! N T ALL IIIP EHOS �IL!�AYEI/IIAE%EIII NIIRTE11 O!T VIE %P CI�B� E>BO OTI1 FOLLOMINU C(IIIDITIONS ARE IIET:I) mc CONTINUOUS TOP CIlORO P1.111011.11113 ARB ATPACIIED TO TIIE f LAT TOT' WORD 1.)F TIIE/1 IIIP ; TIC END JACKS ARE SIIEATIIED X17'111 PIIOPERLY ATTACIIED STRUCTURAL PAfIE2) SECTION A --A FIELD APPLIED OR BUILT-IN CRIPPLES CRIPPLE IN PLANE CpIPPh6 OF TRUSSES r9 ACI U ,� COIANON SETRACK I rc) iw 01) PURLINS SPACED 24"O.C. TYP. (CONT111000S 8X4) (C) C111PPLES SPACED 40' O.C. TYP. (0) 111111•T -IN FILL CHIPPLES (IIOIIIZOIITAL MEMBER OPTIOIIAL] (D m m m PC __(_ COM141n11 TRUSSES I CALIF(IIl[IIA IU SYSTEM TFIt)s� ___ N 1 1111' :D ANI) SIIEATII AIIEA. O—CIIIPPLE (C), SUPPONT LOCATIONS. SUPPOPTS EXTENDED ME1((1El19 TO PIAT 1 CHORD (1' O.C. (1IIIPPLE; SPACING SIIUMIN.) C0101ECT CIIIPPLE TU PUTT TUI' CI AND EXTENDED TOP CIIORII, USING 0 - OJ COMMON TOE IlARS Oil 2 - 10d COMMON NAILS TIIRODUII FACE. FIORD EXTENSION TYPICAL) 11 IIIP GIRDER SEC'T'ION B -B DUITT KPR CTO IIIffiPff AICI�RAxING FOR CRIPPLE SPACING. (D) 1IJEW311N11/61/9 SEE CA -1111' ENU1NEf•III1,10 FOR JACK TYPE USED. ,E� U Co"!D�T O TVII TjtUS9 D tiNnRCI1'CII�'j1, MAIIUF<ACTU A00 rTt! ��LL 0 F' TTAA {{�� 1111111111'' RSONS REC111�(l TIE TRIISSES A EGAItI IU AICRAIIQG;OCAL 'RO SSIONAI. E11u1 • NOTE: SEE 0111GINAL DESIGN FOR -SETBACK, LUMBER, PLATING, LOADING AND DURATIOII FACT011 IIEyl �Ero TIIIS DIIAWIUG IIF.I'IICFS 1111AW1111; -I+AVAPIII►K•• INVII[S RIOl11R[ ItlRtll( CAA; IH /AINICA�IIIf 1 j�-------- _._.... 1. IIAIpl.11lfi, tll11II+G, IItlAllll lri I� 110 IaAClllt• Rtr[R 10 1111.91 IIIAIIOI11+11, IIItIAL1,111r (IIID IRACIIICII. 1.1111.If11C0 II III 1 IlRlltf nl7O 1,1. I 1 I'll 171 1 ('AI I1' II IAll IllslllUlt. 19) 0U+111R1U eine sllllC M. IIADlll11. V1. 11)7191 rein fNt11 PRAC11(fS RIIYI 111 rl41'1R111111i 111(1.11 IIIIC111111 11111(tf 11111tRV11[ IIIOIL'A11.0, IUr 1111140 1.11011 .1 11nv[ (y 1(. 111 I'S1 Ills 11 allr(al I Al1A(11C0 tla1K IIIRAI 1.0,11(11. AUD IUIIIt" (I•/10 MAIL IIAV( A PR11'(atl At1AlIQD RI ' I U IIN. ••11m11611AU1.• IURIIIf11 A CIV 1 IV 1141 OC1U11 IU III( I11fIA1.I.Allpll CI111""11Iq (, 111 1'.11 11111J11 ►1111 ,11 fill 41.111( Iu1,Ug1R[0 PaU011LIt. 1110. IIIAll 11111 Il RIIPIXHItt( IIIA Nov OCVLAII[11 (8111 111111. 1ltIG11 0,111 IAIt111( IU 11111,11 111( 1111.0111.1 III ItUNURIIAII(C V1111 $PTI 011 1'AIRICAI(IIG. mix 1A1101.II+G. 11111`1`111q. 1nflA1.11114 MOD IRACIIIG 01 IRUtt(t. 0(1.11111 (011fuRM[ Ville APPlICn11C 1. 1 I 1'11 1111, allv(tlUllt 11 u0t u1+11UUAl 1[116, SPICIIICA11O11 r11IL(111[0 111 left: AI4(RICA111'lla[111 Nlp .m.(A Af111K TAI IIYII All 0 Irl ALPIIQ lellU4CM511 1,111 IUM 11 101,A A11M AT 6410 C,ALV 111[ InitPI AI 1'11110 AretI ft"'tCloR1 10 (ACII IA(f t)r 101111111 A11D. too($$ O11(RV11( 111CAICO 1111t x111111. 1,O1111tw$ tM1111C11141 ►(R ORAVIIII,I 141 A 1. Ili f(Al Off Illi% ORAV11q 11101CAIIf T+(1.11,1014([ to ►wUr[111111Vw IIG1114IIUNG Attr11,1/111LIIY N1lll rlw IId lallll C(Iw•l/+rH1 UI 111111 U11v11 11( N1110,111 �It 0,111 111( 1,Y 11111 (111V•rYlt pi Ifta 'I', 10,1111.4( AN Inh OUn, If 119 0.1 1r1Y111111111 Iir 111 11111 01,11, [4111' 1•' •• 111_11 • 1'111 Ilt l AV • - m m m m m m m m m m m m m i r m m r m IY4X4, MIN. IV 1.5X3 'I'YI'. �,-, 1Y3X4, MIN fill' FRAME•, '11' IIIP FRAME STOPS AT PLUMB CUT OF JACKS TO MAINTAIN .PITClI CON'T'INUITY. HIP -FRAME'- DETAILS 2 2x4 PURLINS.. IIIP FRAME• LUMBER IS SPF, SO, PINE, IIF, OR DFL STANDARD, STUD GRADE, OR DE'1"1'ER. W3X4, MIN. IIIP PRAMP. _ COMMON _ 11 USSI:S STEPPED IIIP _ SYSTEM 'I'll USS ES SET BAC I< = I N) J C ' 1 X- - - _ ,� - I'I' 'CIIIID AND )SIII'A'1'11ED - CIIORD AREA / D IIIP FRAME• DU'I"1'OM C SEE ENGINEER'S SEALED DESIGN FOR SE'T'BACK, LUMBER, PLATING, LOADING AND DURA'T'ION FAC'T'OR REQUIRED. • '11IIS IIIP FRAME MAY BE USED WITH A MAXIMUM 120 PSF WIT'II TOP CIIORD LOADING. 'It' 1111' FRAME CIIOIIDS MAY BE 'TRIMMED UP TO 2" TO FIT. 1'1111I.INS MUST DL•' INT'AC'T' AND PROPERLY ATTACHED. MORD O - ATTACH HIP FRAME TO FLAT CHORDS OF STEPPED IMPS AT ALL OVERLAPPING POINTS wall 3-Od (0,131"X2.6") OR 2-10d (0.140"X3") COMMON NAILS. DorroM CHORD OF 1111' FRAME TO BE ATTACIIED T'O //1 IIIP WITH 10d COMMON NAILS ® 6" O.C. MAXIMUM SPACING. _ IIII3 FRAME ECTION 13-8 i �"— SE'T'BACK-I--SY,rEPPEEM RMP ^I IIIP FRAMES — PROVIDED BY 'TRUSS MANUFACTURER. IIIP FRAME* IS DESIGNED TO PROVIDE BRACING FOR FLAT TOP CHORDS OF IIIP FRAME SYS'T'EM WIIERE INDICATED, STRUCTUIIAL PANEIS MUST BE 11110PERLY AT'T'ACIIED DIRECTI.Y '1'O IIIP FRAME PURLINS. ••vnH1111g�•■ IRUSSLS R[OUIRC [IIR[11[ CAR[ IN rA1RICA1ING. I,AIIOLING t1111'1'INCi, 11SIALLIIIG A110 DRnCp4:. R[f[R IU 1111.91 01MIULING IHSIALLIIlr AND IRACINGI. 1'U1,LIS11C0 IY IN (IRUSS 1'141( IIISIIIUIL. SDl 0'1411111110 W. SUIIC 200. HADISII11, V1. 377191 fl1R SNCIY PRAC11[CS rA,Un In PLnr 11HNI11G IIILSI' r11tICIIIl111. 044 11111fRVISt 11101CAICU, IIIP 611M0 SIIALI. IIAVC P1+11P(gl t nI1nC1I1(I II 11x 11tgnl. PAtICLI AI+) 0011101 ClgIQ0 SIIAIL HAVE A PAIRYRLY AIIACIICD HIGI , ...; •.U+PnHIn1U•• IUntNSll'A CfY'Y Of IIII% DCSIGI+ 10 IOC INSIALI.AllO,1 COMOACIO11. nl Pltlf. ItIGII+CLACD PRODUCTS. INC. SIIAIL 11(11 IC ACSPONSIDLC IIIR MY DCVIAIIOII fPIW IVIS nCSICa+I nNY fAtIIME I0 lUlLu III( IRUSf[S IN CU111(111HAtICC VIIN IPI, OR rAIRICAIING, !Al S1gPPING, n+iLAu.1++G 11+0 IRACIt+G lR' IRUSi[f. DCSIGN [CO,fORMt VIM nPPUCnII( rA0Vlt1(kK Ilf NOS o+AIlUtIAL DESIGN SPICIfICA11ON PIIILISIICD BY III( AHERICAN rORCSI NID PAP (q AISIICIAIIUNI ANO IPI. ALPNIC C(IIW[CInAS ARE HAD UN OI' 20GA ASIH AM fA40 riALV. IIC11117LLYC,Pt AS IWIED APPA C UMEC1041 IU (ACC ACC Or IAIISS AILD, LESS 0111EAVISC LOCAICD u1+ I 11tlt oLl1f++, r0t111DH CfYnU.Clflgi PCq DRAVItIG% 160 A-1. II,C SCAT OI+ Wl% DAWING 11+UICAIES ACEIP1114E Ix IlUf EISUYIAI [Hf,1,KLAUIG RCSP(Y(SIIIL11Y SUL[., fnN INC IRuw' tl ctI11ICN1 0111(,111 lie)Vj to. •I( 11111AIllllf ANI US[ IIf 11111 CIW COI[NI rOR MAY PARIICMAN IUILDIIIG IS 11Y eIlYIP11I1nIll Or ill( DUllolll6 D(IlwaM. r(H AIIII/IPI 117'13 irclI11N 7. •4. TATS IMAIYING Ills'I'LACGS DIIAIYING CD126 rill IIII' FRAI-IF url11 1111,1;,HAtilFOWI!. \,AS?ECT10tj 4 cl �S rFs tib, . ,�`=�ar�,.. _ '� � � ., _ � • : .. H i � � _ —"- -" _._.. _...----- .. ... _ ...— -- ��•91 GGA --' --1 - _ 't� [4N0. 0RE 1 �C�4 orf �c�cf� Jteal(fy TIMBER PRODUCTS INSPECTION, INC. dba GENERAL TESTING AND INSPECTION AGENCY 105 SE 124TH AVENUE VANCOUVER, WA 98684 We are an inspection agency recognized by the International Conference 1 of Building Officials. Council of American Building Officials NER — QA275.1 This is to verify that- a SPATES FABRICATORS, INC 85-435. MIDDLETON STREET THERMAL, CA 92274 is under our Audited Quality Control Program and has been since. - JUNE, 1990 i ,._ We audit the production Quarterly under the Uniform Building Code J. Section 2304.4.4. <r TONY LEWIN MANAGER OF WESTERN TRUSS DIVISION 1 1 �"�..�� I C B O Evaluation Service Inc. Nccrec�iec by the f" It - Amencan National Standards Institute %� 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright f' 2000 ICBO Evaluation Service, Inc. Filing Category: DESIGN -Wood (038) WAVE METAL CONNECTOR PLATE FOR WOOD TRUSSES ALPINE ENGINEERED PRODUCTS. INC. 1950 MARLEY DRIVE HAINES CITY, FLORIDA 33844 1.0 SUBJECT WAVE Metal Connector Plate for Wood Trusses. 2.0 DESCRIPTION 2.1 General: The WAVE plate is a metal connector plate for wood trusses. ' The plates are manufactured from galvanized steel in various lengths and widths and have integral teeth that are designed to laterally transmit loads between truss wood members. Plans and calculations must be submitted to the building off i- ' cial for the trusses using metal connector plates described in this report. 2.2 Materials: ' The WAVE plate is manufactured from No. 20 gage [0.0356 inch (0.90 mm)], ASTM A 653-94 SQ, Grade 40, structural - quality steel with a hot -dipped galvanized coating designated G60. The WAVEplate has slots approximately 0.50 inch (12.7 ' mm) long by 0.12 inch (3.0 mm) wide that have been punched along the longitudinal axis of the plate. Each punched slot forms two opposite -facing, sharply pointed teeth protruding at right angles from the parent metal. The punched slots are spaced approximately 1/4 inch (6.4 mm) on center across the width of the plate and approximately 1 inch (25.4 mm) on cen- ter along the length of the plate. with adjacent longitudinal rows staggered 0.06 inch (1.5 mm). Connector plates are 1 available in 1 -inch (25.4 mm) increments of width and length. Minimum plate width and length are 1 inch (25.4 mm) and 2 inches (51 mm), respectively. See Figure 5 for details of plate dimensions. ' There are 8 teeth per square inch (1.24 teeth per square centimeter) of plate surface. The length of each tooth, includ- ing the thickness of the parent metal, is approximately 0.41 inch (10.4 mm), and the width of each tooth is approximately ' 0. 12 inch (3.05 mm). The shank of each tooth is concave and the tip of each tooth is twisted approximately 40 degrees with respect to the plate width. t it 2.3 Allowable Loads: Tables 1. 2 and 3 show allowable lateral loads, tension loads and shear loads for the WAVE metal plate connectors. Also, refer to Figures 1. 2 and 3 for load conditions. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. A ER -5352 Reissued July 1, 2000 copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when requested by the building official. 2.3.1 Lateral Resistance: Each metal connector plate must be designed to transfer the required load without exceeding the allowable load per square inch of plate contact area, as determined by species, the orientation of the teeth relative to the load, and the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 of ANSItTPI 1-1995. Table 1 shows allowable lateral loads for the metal connector plates. 2.3.2 Tension Resistance: Each metal connector plate must be designed for tension capacity, based on the orienta- tion of the metal connector plate relative to the direction of the load. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1-1995. Table 2 shows allowable tension loads (in units of pounds per lineal inch per pair of plates) for the metal connector plates, based on the net section of the metal connector plates for tension joints, which is the allow- able tensile stress of the metal multiplied by the metal con- nector plate tensile effectiveness ratio. 2.3.3 Shear Resistance: Each metal connector plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design for shear must be in accordance with Section 11.2.3 of ANSI/TPI 1-1995. The net section of the metal connector plates for heel joints and otherjoints involving shear must be designed using the allowable shear values (shown in Table 3 in units of pounds per lineal inch per pair of plates) for the metal connec- tor plates. which is the allowable shear stress of the metal multiplied by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 Metal Plate Reductions: Several allowable -load re- duction factors for the metal plates must be considered cumu- latively, when applicable, in the design of metal connector plates used in fabricated wood trusses. The reduction factors to be considered cumulatively are as follows: 1. Allowable lateral resistance values for the WAVE metal connector plates must be reduced by a strength reduction factor. O,„ shown in Table 4, when the plates are installed in lumber with a single -pass, full -embedment roller sys- tem having minimum roller diameters equal to 18 inches (457 mm). This reduction does not apply to embedment hydraulic -platen presses, multiple roller presses that use partial embedment followed by full embedment rollers, or combinations of partial embedment roller/hydraulic-plat- en presses that feed trusses into a stationary finish roller. When trusses are fabricated with single -pass roller press- es, the calculations for the truss design submitted to the building department for approval must specify the mini - This report is hused upon independent tests or «deer technical data submirted by the applicant. Tltr lr'BU F. vul)tenrion Service. lrtr., technicnl.�tafjltas revie»'ed the test resvtlre «nd/or ,titer dura, hilt does oot possess test%acilities to make an independent verificatioo. There i.% «u warranty hr ICBM F_va(uuthm Service. lac., express or implied, u.% to «ny "Finding ", or, ithermatier in rite report or u.s to ante product covered by the report. This eli.sclainner ine•litdev. but is not limited to• merchaotab diry Page 1 of 5 Page 2 of 5 mum diameter of the roller press and the appropriate strength -reduction factor from this repor.. 2. Allowable lateral -esistance values for the WAVE metal connector plates must be reduced by 15 percent when the plates are installed on the narrow face of truss lumber memoers. 3. Allowable lateral resistance values must be reduced by 20 percent when the WAVE metal connector plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. 4. Allowable lateral resistance values for WAVE metal con- nector plates installed at the heel joint of a fabricated wood truss must be reduced by the heel -joint reduction factor, HR, as follows: Hz? =0.85-0.05(12 tan e-2.0) where 0.65 <_ HR 5 0.85 e = anale between lines of action of the top and bottom chords shown in Figure 4. This heel -joint reduction factor does not apply to conditions with top chord slopes greater than 12:12. 2.3.5 Combined Shear and Tension: Each WAVE metal connector plate must be designed for combined shear and tension capacity, based on the orientation of the metal con- nector plate relative to the directions of loading. Design for combined shear and tension must be in accordance with Sec- tion 11.2.4 of ANSl/TPI 1-1995. 2.3.6 Combined Flexure and Axial Loading: Metal con- nector plates designed only for axial forces are permitted as splices in the top and Bottom chord located within 12 inches (305 mm) of the calculated point of zero moment. Design of metal connector plates located at splices in the top and bot- tom chord not located within 12 inches (305 mm) of the calcu- lated point of zero moment must include combined flexure and axial stresses. 2.4 Truss Design: Plans and calculations must be submitted to tie building offi- cial for the trusses using metal connector plates described in this report. The truss design must show compliance witl- the code and accepted engineering principles. Allowable loads for the metal connector plates may be increased for duration of load in accordance with Section 2335.5 of the code. Cal- culations need to specify the deflection ratio or the maximum deflection for live and total load. For each truss design draw- ing, the following information, at a minimum, should be speci- fied by the design engineer: 5. Truss slope or depth, span and spacing. 6. Dimensioned location of truss joints. 7. Model. size and dimensioned location of metal connector plates at each join,. 8. Truss chord and web lumber size, species and grade. 9. Required bearing widths at truss supports. 10. Top and bottom chord live and dead loads, concentrated loads and their locations, and controlling wind or earth- quake loads. 11. Design calculations conforming to ANSI/TPI 1-1995 and any adjust: -gents to lumber -and -metal -connector -plate al- lowable values for conditions of use. 2.5 Truss Fabrication: Plate connec:c-s shall be installed by an approved truss fabri- cator who has an approved quality assurance program cover - ER -5352 ing the wood truss manufacturing and inspection process in accordance with Sections 2343.7 and 2343.8 of the code and Section 4 of ANSI/7PI 1-1995. National Design Standard for Metal Plate Connecteo Wood Truss Construction. The allow- able loads recognized in this report are for plates that are pressed into wood truss members using hydraulic or pneu- matic embedment presses: multiple roller presses that use partial embedment followed by full embedment rollers: com- binations of partial embedment roller/hydraulic or pneumatic presses that feed trusses into a stationary finish roller press; or, if the adjustment factors given in Table 4 are used, single - pass roller presses. When truss fabricators use single -pass roller presses, the rollers must have minimum 18 -inch (457 mm) diameters. Plates embedded with a sincle-pass, full -embedment roller press must be preset before passing through the roller press by striking at least two opposite corners of each plate with a hammer. 2.6 Identification: Each WAVE metal connector plate is embossed with the iden- tifying mark "WAVE" stamped into the parent metal. 3.0 EVIDENCE SUBMITTED Test data in accordance with National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1-1995. 4.0 FINDINGS That the WAVE metal connector plate for wood trusses complies with the 1997 Uniform Building Cade , subject to the following conditions: 4.1 For the trusses using metal connector plates de- scribed in this report, plans and calculations must be submitted to the building official. 4.2 The metal connector plates are designed to trans- fer the required loads in accordance with the de- sign formulae in ANSI/TPI 1-1995. A copy of the ANSI/TPI 1-1995 standard must be supplied to the building department when this is requested by the building official. 4.3 The allowable loads for the metal connector plates must comply with this evaluation report. 4.4 Teeth of metal connector plates placed in knots, bark, pitch pockets, holes, and joint gaps are con- sidered ineffective. 4.5 Metal connector plates are installed in pairs on op- posite faces of truss members connected by the plates. 4.6 Trusses using metal connector plates described in this report must be fabricated by a truss fabricator approved by the building official in accordance with Sections 2311.6 and 2343.8 of the code. 4.7 Allowable loads shown in the tables in this report may be increased for duration of load in accord- ance with Section 2335.5 of the code. 4.8 Application of the allowable loads (shown in the tables in this report) for metal connector plates em- bedded in lumber treated with fire -resistive chemi- cals is outside the scope of this report. 4.9 Where one-hour fire -resistive rating is required for trusses using WAVE connectors, see evaluation re- ports ER -1632 and ER -5640. This report is subject to re-examination in one year Fuge 3 of 5 i TABLE 1=ALLOWABLE LATERAL RESISTANCE VALUES FOR THE WAVE METAL CONNECTOR PLfATEt ER -5352 wu:. 1 pa: = 0.�7 Kra. 'See Figure I for a description of plate orientation. 'Ta,tabulated values areTor a single plate. The values are doubled for plates installed on both faces of a joint if area is calculated for a single plate. 32al connector plates must be installed in pairs on opposite faces.of truss members connected by plates. i — ••• r•u•�4 .— y ,::c acuu-oct arc I memos. the ena atstance or r,) mcn, measures parallel to grain, must be excluded when determing the metal plate coverage for each member of a joint. See Figure _ for examples of joints affected by the mandatory reduction of plate coverage. 11 - Load Load - LUMBER SPECIES DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE2•3 PLATE MODEL Species I AA EA AE Specific Gravity Allowable Load Per Plate (pounds per square inch of plate contact area)2 EE METAL PLATE VALUES RATED BY GROSS AREA METHOD Douglas fir 0.49 206 156 • 145 153 ' Hem -fir I 0.43 164 109 106 124. Southern pine •i ' 0.55 206 158 I _ 163 170 WAVE Spruce -pine -Fir 0.42 159 109 I 106 I ll8 METAL PLATE VALUES RATED BY SEMI -NET AREA METHOD -4 1111.11 ' Douglas fir 0.49 275 195 145 153 Hem -fir 0.43, 208 134 106 I 124 Southern pine 0.55 275. 195 j I " 163 170 Spruce -pine -fir 0.42 208 130 106 118 wu:. 1 pa: = 0.�7 Kra. 'See Figure I for a description of plate orientation. 'Ta,tabulated values areTor a single plate. The values are doubled for plates installed on both faces of a joint if area is calculated for a single plate. 32al connector plates must be installed in pairs on opposite faces.of truss members connected by plates. i — ••• r•u•�4 .— y ,::c acuu-oct arc I memos. the ena atstance or r,) mcn, measures parallel to grain, must be excluded when determing the metal plate coverage for each member of a joint. See Figure _ for examples of joints affected by the mandatory reduction of plate coverage. 11 - Load Load Load AA Orientation • 1 1 1 1 1 1 I' I I' I.-' a-' -� �•,I�I`f1sl Load 4 AA Orientation EA Orientation � I �. Load• Load 1111.11 ' — ' Load Load ' AE Orientation EE Orientation FIGURE 1—PLATE ORIENTATIONS 4 Page 4 of 5 For SI: I inch = 25.4 mm. FIGURE 2—END DISTANCE REDUCTION REQUIREMENTS FOR SEMI -NET AREA METHOD ER -5352 TABLE 2—ALLOWABLE TENSION VALUES AND TENSION EFFICIENCY RATIOS FOR THE WAVE METAL CONNECTOR PLATE1 PLATE MODEL DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE 2 0° 90° 0° 90" Allowable Tension Load (pounds per linear inch per pair of plates) Tension Load Efficiency Ratio WAVE 895 849 0.512 0.486 For SI: 1 psi = 6.89 kPa. ISee Figure 3 for a description of plate orientation. -The length of plate refers to the dimension of the longitudinal axis of the area of the plate from which the plate teeth were sheared during plate fabrication. Load Length It T (a) 00 Plate Orientation Load Load 4 Width � (b) 900 Plate Orientation FIGURE 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION Load TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE METAL CONNECTOR PLATE IIIIIIIIIIII .�. � � y^1�1'I 0° 1 30° 1 60° 1 90° 1 120° 1 150° 0° 1 30° 60" 1 90' 120° 1 150° w c IIIIIIIIIIII , �' n• Yf 656 861 j 969 567. 529 556 0.563 0.739 0.832 0.487 0.451 0.477 CD -� IIIIIIIIIIII t. � fi.. �I (b) 900 Plate Orientation FIGURE 3—PLATE LENGTH AND WIDTH FOR TENSION ORIENTATION Load TABLE 3—ALLOWABLE SHEAR VALUES AND SHEAR EFFICIENCY RATIOS FOR THE WAVE METAL CONNECTOR PLATE For SI: I psi = 6.89 kPa. DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE DIRECTION OF LOAD WITH RESPECT TO LENGTH OF PLATE PLATE 0° 1 30° 1 60° 1 90° 1 120° 1 150° 0° 1 30° 60" 1 90' 120° 1 150° MODEL Allowable Shear Load (pounds per linear inch per pair of plates) Shear Load Efficiency Ratio WAVE 656 861 j 969 567. 529 556 0.563 0.739 0.832 0.487 0.451 0.477 For SI: I psi = 6.89 kPa. Page 5 of 5 ER -5352 TABLE 4. ALLOWABLE LATERAL LOAD ADJUSTMENT FACTOR, OR, FOR THE WAVE METAL CONNECTOR PLATE:" n INSTALLED WITH MINIMUM 18 -INCH -DIAMETER, SING LE -PASS ROLLER PRESSES, PLATE MODEL LUMBER SPECIES SPECIFIC GRAVITY1 DIRECTION OF GRAIN AND LOAD WITH RESPECT TO LENGTH OF PLATE - AA EA AE EE' WAVE 0'.49 0.815 0.885 0.815_ 0.885 0.50 0.870 0.905 0.870. `• 0.905, For SI: 1 inch = 25.4 mm.', IThe QR value for the lumber species specific gravity Of 0.49 applies to all wood species combinations with average published'specific gravity of 0.49 or'lower, and the QR value for the lumber species specific gravity of 0.50 applies to all lumber.species combinations with average published.speciftc gravity of 0.50 or higher. ,Plate Width 0.12 in (3.05 nn) '. slot width 0.0356 in (nininun) \ I 1 in (25.4' nn) o.c. 0.5 in,<12.7 nn) between slots _ + offset between slot length ' adjacent slots. 0.06 in (1.52 nn) PLATE AVAILABLE, IN INCREMENTS ' OF I IN (25.4 ' mm). For SI:' 1 inch = 25.4 mm. FIGURE 5—WAVE PLATE DIMENSIONS t. ' i - \ - OF-D.u01a FW-M,h �I SP-Sou01Vn Pine SPF-Spuee-PNaFlr f, C.ninoo-Top Chord --TOM. - ' IUACEA LAPvtc Flpulnd. AT UA.T TYO 1 s�` rranxw lv.r a..fa All comcn:ti—.houM be mW.wM. algin - tt F3 itill 0 �bN ha •GROUND BRACING"'s� REQUIRED FOR ALL Fri"'-'''•�'`^ INSTALLATIONSPRGHEDTRUSS ��BOTTOM CHORD , MW, ' TEMP�ORARYBRACING PAST&TERN, O 12' F tin .' BOTTOM CHORD • - pr IMPORTANT NOTICE -• . NG�ATTEA T -4-M baba .M- In M di.Warn 1. d qu- Mr OM . H HMl.lbn a tru.n. with . dmiW wAOud.n n .hown on . .I Gib dl.W—. ConuA . r.gla—d pol.Won.l .rr0hlnr it TOPCHORD OAOONAL BRACE - M0IIMUM 60M.M bMdng .nu g—ni b dWnd. The enph— m.y SIKH SPAC110BBed 10 burl dngn br.cbq In—Iordann w0 DSR89. w In.wrM teen 'I SPIDF SPFA6 Upm Sr AR2 d.l.,W. Na. wMa tp�eln01. p.4W.. dR 2?' b' 4/12 6 i 10 7 AN.u..n —W 2' mcwn.r or law S ,� B . dM m' 9..n01en.EpohldorWergimer • AO bmp.r.ry trnip ld b. m Iw tN®d. mutd .spree. - \ - OF-D.u01a FW-M,h �I SP-Sou01Vn Pine SPF-Spuee-PNaFlr f, C.ninoo-Top Chord --TOM. - ' IUACEA LAPvtc Flpulnd. AT UA.T TYO 1 s�` rranxw lv.r a..fa All comcn:ti—.houM be mW.wM. algin - tt F3 itill 0 �bN ha •GROUND BRACING"'s� REQUIRED FOR ALL Fri"'-'''•�'`^ INSTALLATIONSPRGHEDTRUSS ��BOTTOM CHORD , MW, ' TEMP�ORARYBRACING PAST&TERN, O 12' F tin .' BOTTOM CHORD 3�. �TOP,CHORDTEMPORARYBRA, NG�ATTEA M8IDRUI LATERAL BRACE SPAC?q BBS. SPAIN - TOPCHORO SP Spam TOPCHORD OAOONAL BRACE - M0IIMUM IATERALBiMCE SPACDO MW SIKH SPAC110BBed 10 burl :1 4112 '16-. B '. 'I SPIDF SPFA6 Upm Sr AR2 B 20 1s dR 2?' b' 4/12 6 i 10 7 NOT 48'- BD' 1/12 S ,� B . dM m' 9..n01en.EpohldorWergimer - \ - OF-D.u01a FW-M,h �I SP-Sou01Vn Pine SPF-Spuee-PNaFlr f, C.ninoo-Top Chord --TOM. - ' IUACEA LAPvtc Flpulnd. AT UA.T TYO 1 s�` rranxw lv.r a..fa All comcn:ti—.houM be mW.wM. algin - tt F3 itill 0 �bN ha •GROUND BRACING"'s� REQUIRED FOR ALL Fri"'-'''•�'`^ INSTALLATIONSPRGHEDTRUSS ��BOTTOM CHORD , MW, ' TEMP�ORARYBRACING PAST&TERN, O 12' F tin .' BOTTOM CHORD BOTTOM CHOIBR DAOOIAL BRACE M8IDRUI LATERAL BRACE SPAC?q BBS. SPAIN PITCH SPAOO(LIW 1#11I SP Spam Up.= V12 IS A 13 der JZ W J 4112 IF 10 dV4B-80' :1 4112 '16-. B '. 0,.. SO d sn:rspbWdw?I..d.ndspin..r OF-DWpb. Fh-Lerch SP-S.ulh—Pin. . -� 7'•F' `1. se HF-H.m.Fit SPF-Spru.944—Fil - - ALL CONNECTIONS SHOULD an BE MADE WITH A MINIMUM 1 - OF 2.164 NAILS. e ALL LATERAL .• r . N BRACES LAPPED AT': S bendy£. LEAST 2 TRUSSES. @\ BOTTOM CHORD DIAGONAL BRACING REPEATED AT EACH END OF TME - j - -GROUND BRACING c BUILDING AND AT SAME SPACING AS �' \� REQUIRED FOR ALL TOP CHORD DIAGONAL BRACING CUT £ INSTALLATIONS A Y� YJ�� ,( R s.� aux s�� ` .PERMANENT CONTINUOUS WEBaMEMBER,PLANE LATERAL BRACING, AS SPECIFIED BY THE TRUSS TEMPQRARY BRACING PATTERN . �I ENGINEERING xk.K4Rz' s, CROSSBMCBJG• ,h .. REPEATED AT EACH END OF THE BUILDING f c T t ANDATW INTERVALS Aq • 1 *GROUND BRACING ALL CONNECTIONS SHOULD ' REOUIRED FOR ALL BE MADE WITH A MINIMUM ar" . I INSTALLATIONS OF 2.164 NAILS. OF • Wr DmVq Fh SP. SwthNn Rm HF•H—Fft SPF -Sp ..PbwFtr Al com. 6— 0-dd W m.& whh e minimton d Med ndl.. O . S�SSORSf�U55�! TOP CHORD TEMII, BRACING PATTERN :; .. . x'�TOP�CHORD iENPOAAR�BRACREO PATTEAPI ,. `. .M.H.knof inow MN..ImiW mMpr.lbn u. en =Om T ID SIAGOIALBIIAC[ TOP CHORD MINIMUM TOP CHORD DWAONAL BRACE PITCH LATERAL BRACE SPACJtl(OBB) SPAN DFFEREMM d1 BP/0aEB) pm....J 6PIDP Upto26• 26 T V 12 Ora 2(r 42' S 6' 0 B ONr IT 3 S' 7 1 S Ovn 6O 9ee.r.p6LNd proh..brW .npM« OF • Wr DmVq Fh SP. SwthNn Rm HF•H—Fft SPF -Sp ..PbwFtr Al com. 6— 0-dd W m.& whh e minimton d Med ndl.. O . S�SSORSf�U55�! VZKWANT NDTICE T..W W br.okp.horrt h Nb dtyr.m 1. Wp— br dr V&di.bn abrowtMh..*. pd ..Wm...born en 6d. dip.m Carwe . r.pband Prdwbrrl .guar« B . d.1g. ,.d q i .rr.npnaN b dDS841 TM .rpku.r m.y e..qn br.tlrp h.vead.nn trill OSBL9,.W In come ew1 d.t. W - OW. Mo W—V b pwbb. Al bbw.—d 2'p .a1— AL tnlipor.y br.ektp.MuN b. eo Nn tlrnxs. pode mukod krmb.. e r 6//(i' 0A� �^ . GROUND BRACING REQUIRED FOR ALL INSTALLATIONS DF'OFTANT Nonce r.,,w .y b—ing W— In d& dlp.m b .Wq— la N. brrrb/.g a et.... trlN ..hwn oalyvrllen ...frrn on M AW— Cen.w . r.qtn prebobrtd d/t.r.d br.cbp .grow.. b d.W .d. P..pn.n m.y d..lpn br.dn b .cmd.ra wpt DSII .,"b d.Inmbr N.F. Mdn.prbp b pwlb. ubtnw r.utwz �� anonn.r a I... Top Chad 0 NmP.r.ry br«brp k.tr.l Br.e. T . .MJdb.v Nn ergtdNe 2.1 gn.%mukW km. tOa e.r. uwnrt«mm.Mad � { a 2 -led . LOnL •GROUNDBRACING DF-Dwgw Flrinon SP•Smthem Pbr mtn'dz-ee n.6. AB.cnmem REOUIRED FOR ALL sPF' 9p<t!c.vbteL�e I6. wn.c>. RegdrW INSTALLATIONS 31V a pr.r.r Z Th. end n w:3ss,a, f y = v �`77 - NN `^"• �/ for ueN.wnd Voce.. sam W pbud m.ulletl W thglluted bn bo # < 3�„ ettd.a Ne true eyH.m `"``-^< z#r erebe In Doe nIB1U. - TOP-CNOf� TE�RARY BRACING PATTERN .. TOP CHOIR TOP CHORD DIAGONAL MACE UNMAN LATOWMACE SPACING IDBS) SPAN NICK SPACNOMW I/en..] SPATF ®'FIXE UPb240 3112 _ B 17 12 0— 2••••2• 3112 74 IO e. 0—T -N 3/12. 9' 6 • Over S,, S-.r.pld..d pnvf.W-.t.Nl...r fA�ORTANT NOTICE TOP CHORD TEMII, BRACING PATTERN :; .. . m T. . y b.anp .h— N de. dl.pr.m b .d.q— fa th. T .M.H.knof inow MN..ImiW mMpr.lbn u. en =Om T ID SIAGOIALBIIAC[ YOm111Y TULN. SPACINGIOW1 SPAN OEM SPACING4.06 SPACMOpHBI 10trt��] Se.ord b cktp •nmp.m.m b d" W. TM engl— m.y WRAF rSKMF Upb32 w S le 16 Orn 72.19• 17 e• e 1 a.r •e' -m .e• s • x a.reD s...r.pbNrWPrawbw.nyrr.r VZKWANT NDTICE T..W W br.okp.horrt h Nb dtyr.m 1. Wp— br dr V&di.bn abrowtMh..*. pd ..Wm...born en 6d. dip.m Carwe . r.pband Prdwbrrl .guar« B . d.1g. ,.d q i .rr.npnaN b dDS841 TM .rpku.r m.y e..qn br.tlrp h.vead.nn trill OSBL9,.W In come ew1 d.t. W - OW. Mo W—V b pwbb. Al bbw.—d 2'p .a1— AL tnlipor.y br.ektp.MuN b. eo Nn tlrnxs. pode mukod krmb.. e r 6//(i' 0A� �^ . GROUND BRACING REQUIRED FOR ALL INSTALLATIONS DF'OFTANT Nonce r.,,w .y b—ing W— In d& dlp.m b .Wq— la N. brrrb/.g a et.... trlN ..hwn oalyvrllen ...frrn on M AW— Cen.w . r.qtn prebobrtd d/t.r.d br.cbp .grow.. b d.W .d. P..pn.n m.y d..lpn br.dn b .cmd.ra wpt DSII .,"b d.Inmbr N.F. Mdn.prbp b pwlb. ubtnw r.utwz �� anonn.r a I... Top Chad 0 NmP.r.ry br«brp k.tr.l Br.e. T . .MJdb.v Nn ergtdNe 2.1 gn.%mukW km. tOa e.r. uwnrt«mm.Mad � { a 2 -led . LOnL •GROUNDBRACING DF-Dwgw Flrinon SP•Smthem Pbr mtn'dz-ee n.6. AB.cnmem REOUIRED FOR ALL sPF' 9p<t!c.vbteL�e I6. wn.c>. RegdrW INSTALLATIONS 31V a pr.r.r Z Th. end n w:3ss,a, f y = v �`77 - NN `^"• �/ for ueN.wnd Voce.. sam W pbud m.ulletl W thglluted bn bo # < 3�„ ettd.a Ne true eyH.m `"``-^< z#r erebe In Doe nIB1U. - TOP-CNOf� TE�RARY BRACING PATTERN .. TOP CHOIR TOP CHORD DIAGONAL MACE UNMAN LATOWMACE SPACING IDBS) SPAN NICK SPACNOMW I/en..] SPATF ®'FIXE UPb240 3112 _ B 17 12 0— 2••••2• 3112 74 IO e. 0—T -N 3/12. 9' 6 • Over S,, S-.r.pld..d pnvf.W-.t.Nl...r fA�ORTANT NOTICE SP- $. An.,. Pin. 'Y m T. . y b.anp .h— N de. dl.pr.m b .d.q— fa th. r HFlH—Flr .M.H.knof inow MN..ImiW mMpr.lbn u. en Nb dip— ComW . nn;.t praeNWrl engh.. e a Se.ord b cktp •nmp.m.m b d" W. TM engl— m.y ' demon bredV in «cad.ne. MN DSB49..rW in.om. eY.. daemdrrt .M -p.dnp b po.. W. DIAGONAL BRACE ALSO REQUIRED A7lrtr.0 6d r pn nW a Iw. , AJXI ASf. rp y a.ceq.MoW Wrr Iw tb.n W Inde .kW -\ S C dn—TW CMN DF • DmQtm Fn-L.rch SP- $. An.,. Pin. 'Y r HFlH—Flr SPF -Spmcrpin.-Fb `\ F ALLLATERAL. BRACES LAPPED DIAGONAL BRACE ALSO REQUIRED AT LEAST 2 xx € TRUSSES. , ON END •�- VERTICALS -\ S C dn—TW CMN Reed'W •GROUND BRACING REQUIRED FOR ALL FK d i` a' •. ono«ti.n..nw-H.. mnade MN. INSTALLATIONS '� h xtN Qii" ' of 2-16d 'b IAONO TRUSS': � . ' TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, WI 53719 ' (608) 833-5900