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SFD (002718)P.O. BOX 1504 NO. 402718 Building 53— 420 Avid& i,2�t 78-105 CALLE ESTADO r - . Address LA QUINTA, CALIFORNIA 92253 Owner- � ... a;. .. • ,... - ...... :... .. ...... ... _ • BUILDING: TYPE CONST. , OCC-. GRP.- Mailing Address io369 sar orqmAwAvp A.P. Number 774-Q34�04. . City Zip ]Tel. -... .. �7a3]u 9 �a . 363-`y 6_ • _ Legal Description ContractorProject Descriptio sal' fZ=I' �i�i Address .. ...:. . _ . ' City _. - ... .... Zip_ --- -. Tel,... State Lic_ City 1440 F= W 151 MW MM - 213 & Class if. Lic. # Sq. Ft. No: No: Dw. Size 3 Stories Units.. - Arch:, Engr., i -.Designer New 0 Add C7 ` Alter 0 Repair O . -Demolition O Address Tel. ,-City Zip State _. . ..._. Y _. Lic.# LICENSED CONTRACTOR'S DECLARATION • I,hereby affirm that I am licensed underprovisions of Chapter 9 (commencing with Section + ' ' - •• o 7000) of Division 3 of the Business and Professions Code, and my license is in full force and a. effect... .... .. .. - SIGNATURE - DATE- - - -- - ' " OWN ER -BU ILDER DECLARATION Estimated Valuation +��g I hereby affirm'that I'am exempt from the Contractor's License Law for the following: ! J9sVV rt _ reason: (Sec. 7031.5,Business and Professions Code: Any. ,city. or county which requires, a • •- _ epermit to construct, atter, improve, demolish, or repair any structure, prior to its issuance also xr ..a requires the applicant for such permit to file a signed statement that he is licensed'pursuant to - - PERMIT,' ••' - - d �.:. .:AMOUNT t*t. .the provisions o1 the Contractor's license Law; Chapter 9 (commencing with Section :7000)0/ •. ._. • „�, B' Division '3 of the Business and'Professions Code; or'thathe is: exempt therelromi and the'basls for the alleged exemption. Any violation of Section 7031.5. by 'any -applicant. for a permit Plan Chk. Dep. • q.6 -nn r t� -subjects the applicant to a civil penalty of not more than five hundred dollars (S500). Plan chi( Bal. oV 0 I, as owner of the property, or my employees with wages as their sole compensation, will. _. .�y�Jg .'ii4F q�p do the work, and the structure is not intended or offered for sale- (Sec. 7044,. Buisness and Professions Coder The Contractor's License Law doesnotapply to an owner-o/,property, who Const.... J builds or improves ihereon and . who does such work himself or through, his own employees, •' Mech. - L �j .,provided that such improvements are not Intended or offered for, sale. I/„ however, the building Y• 36.00 or improvement is sold within one year of completion, the owner -builder will have the burden Electrical ' '' ` >64..97 of proving,that he did not build or improve for the purpose of sale.) .: -- 0 1, as owner of the property, am exclusively contract!ng:with licensed contractors: to, con- Plumbing 107.00 struct the. project. (Sec. 7044, Business and Professions- Code: The Contractor's License!Law _ does not apply to an owner of property who builds orimproves thereon,, and, who contracts for S.M,I• pursuant .. - such projects with a contractor(s) licensed pu� a•� � Contractor's License Law.) - ,gj g 5.57 0 1 am exempt under Sec. • B. & P:C. for this reason- - ff;� - Gradin S ; t� -.: r'? C • Driveway Enc. 20.00 ti. Date 1111,1/ k. Owner `r'-­-�`�-•�*f J' I.'P` .<� ! Infrastructure ." �.g��,96 WORKERS' COMPENSATION DECLARATION hereby affirm that I have a certificate of consent to self -insure, or a'certificate. of M" Worker's Compensation Insurance, or a certified copy thereof. (Sec: 3800, Labor Code.) - - - Policy No, Company ,. . 0 Copy is filed with the city. 0 Certified copy is hereby furnished. TOTAL 20781020 1 1,828.20 CERTIFICATE OF EXEMPTION FROM REMARKS• WORKERS' COMPENSATION INSURANCE _ •(This section need not , be completed i/ the permit is" for one,hundred dollars IS 100) : valuation - - - or less.). - - ". .... - ' 1 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 Laws of California. Date Owner" .NOTICE TO APPLICANT: If, after making this Certificate of Exemption • you -should becomeZONE: BY: " 'subject' to the Workers' Compensation provisions -of the Labor Code, you rhusi' /orthwltn .Minimum Setback Distances: - comply with such provisions or this permit shall be deemed revoked.' - Front Setback from Center Line Rear Setback from Rear Prop. Line ' CONSTRUCTION LENDING AGENCY + + Side Street Setback'from Center. Line ` hereby affirm that there is "a construction lending agency for theperformance of the . work for which this permit is issued_ (Sec. 3097, Civil Code.). Side Setback from Property Line Lender's Name Lenders Address {' This is a building permit when properly -filled out, 'signed and validated,,and is subject to FINAL DATE INSPECTOR expiration if work thereunder is suspended for 180 days. ; ` 1 �+i j� ^• • • q 2 w�M I certify that I have read this application and state that Ahe,above information is correct Issued by. Date a°L Permit " I agree to comply with all'city and county ordinances and state laws,lielating to building construction, and -hereby authorise representatives bVthis city.'to' enter 'the -above•." mentioned property for inspection purpose- r/" • J - t ! Z y Validated by: Signature of applicant _ T . �i7 f: f .. f ',tDate Ir' +'F 7 -r0.^• Mailing Address - f f- '�-•--°'r`!": d ' - Validation: City, State, Zip . , A 6'7 Z''/ 1 1 1 4• i 8 2& 2 G 'R HARD COPY I. ' ;. CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SQ. FT. ® POR. SQ. FT. ® GAR.SO. FT. ® CAR P. SQ. FT. ® WALL SO. FT. ® SQ. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET SPKLR SYSTEM INK rFiD ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property lax valuation BONDING FLOOR DRAIN MECHANICAL FEES a FORMS . WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASH ER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP.IEQUIP. LAUNDRYTRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM. B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE,TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER B.T.U. SO. FT. ®c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/a c SEWAGE DISPOSAL A T LA/je SQ.FT.GAR ® 3/ac HOUSE SEWER REMARKS: //� VENTILATION GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR S� 2( O PLUMBI O UNDERGROUND A.C. UNIT COLL. AREA S RADE f�� 26 ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK a FORMS . SE R OR SE IC TA K ROUGH WIRING DUCT WORK ROCK STORAGE D. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $plusx$_$ LUMBER GR. FINAL INSP. MING f FINAL INSP. ING may Azo A T LA/je �oC.��OW /J��/+�r REMARKS: //� VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH / . ULATION/SOUND %f FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL r" Desert Sands Unified School District H BERMUDA DUNES RANCHO MIRAGE _� 82-879 HIGHWAY 111 O INDIO, CALIFORNIA 92201-5678 04619) 347-8631 .INDIAN WELLS y PALM DESERT a November 12, 1986, ' d` LA OUINTA ''gyp INDIO - y� - City of La Quinta ' Department of Community. Development.. 78-105 Calle Estado La Quinta, CA 92253 Re': 53-420 Avenida Madero, La 'Quinta; CA - 1•unit Gentlemen: The developer of the above referenced project has. mitigated its impacts on our overcrowded schools by payment of the amount of $628 per unit. :This amount is to be applied to the cost of'additional district educational facilities made necessary by such new development. Sincerely,' John D. Brooks Assistant Supe ntendent Business.Se es By: , RichardM. Heck Facilities Planner JDB/vmm 0 Z O U W Z O H U W U) U) Y Q W X Z O U W U) ►. w AML .14111111111111' 'Row COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION _ G PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM / Applicant: Submit this form with four copies of a scaled plot plan (1-20 scale) drawn to County specifications required on the attached check list. A non-refundable filing fee of $37 is required when the application is submitted. Check must be made payable to the County of Riverside. Building Department Application Log # Name (Owner, Agent, Contractor, Etc.) Mailing Address City 0 j State State ZipCode Telephone / -+ 'Job Property Address 'City or Community 'Legal.Description of Property. (Lot, PM, TR) 'Assessor's Parcel No. Water Agenc r Well Use of Permit Planning Case k Lot Size SFD, MH Site Preparation Etc. Signature of Applicant'- Date I/ 'The above information must be verified from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial,�., Date Certification of Existing S.D. System required. ❑ Yes No WQCB Clearance required. ❑ Yes No Soils feasibility report required. Cl Yes No Detailed boring report required. ❑ Yes No Detailed contour plot plans required. ❑ Yes LJ No Staff Specialist approval required. ❑ Yes ❑ No Lot Inspection Date Soils/boring report by o Project # Date Soils Map Page Soil Type Approved by Date Type of System: No. of Bedrooms (1) Septic Tank Soil Rate Required , ❑ Existing �NeW ❑ Additional ❑ Replacement Gals. (2) Leach line sq. ft. /' Sidewall allowance Install Line s)'• Ft. Long, Leach bed Sq! (Bottom trencharearea) ft. r� Sq. FY. El Ft. wide e with min. inches Ft. of bottom per running.ft. " rock below drain lines area -r Leach lines/bed-special design for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth t `� Applicable / N/A Overburden'factor ❑ 5' k6' ' `q , Max. allowable depth Uo % L Xt'�n�' This application ispa proved/denied for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forth in Section B above. A building permit is necessary for the installation of the above -designed system. (1),Septic tank and sewer lines must be 50' from any wells (2) Leach lines must be 100' min. from any wells including expansion area 63) `See . _ e�p'its must be 150' min. from any wells including expansion area Signature of Health Official Date ���� RECEIPT NO. ) Issued by �'�� Date , District: ❑ Riverside X Indio ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution: WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD -Pending File DOH -SAN -122 (Rev. 6/86) 2. Ti M E ria F. TESTING INSPECTION 1731-A WALTER STREET VENTURA, CALIFORNIA 93003 • PHONE (805) 642-6727 December 15; 1986 8-16879-P 1 66-.12-207 Tim Ewart 10-369 San Gorgonio Morongo Valley, CA 92256* Project: 53-420 Avenida Madero n La Quinta, CA Subject: Report of Field Densities House Pad On November 17, 1986, a representative of -our firm performed density tests in the fill for.the house pad on the above .referenced project. Tests were performed at random locations *in accordance with ASTM D 2922-81 and ASTM . D .3017-78 Nuclear Density Test Procedure. Tests were performed as per authorization of Tim Ewart. The estimated locations of` the tests are presented on the attached pian with their results being summarized on the attached test report sheet. A total of three (3) density tests were performed. Tests results . indicate that a minimum of ninety percent- (90%) relative. compaction has been obtained within the areas tested. ' The maximum density optimum moisture were -determined in the laboratory in accordance with ASTM D 1557-78, Method A or C. Test fesults are as follows: Soil Description USCS Maximum Density_ Optimum Moisture Orown silty to fine sand SM 110.4 pcf 11.4% Brown fine to medium coarse sand with gravel SP 126.0 pcf. 10.2% VENTURA LANCASTER (805) 642.6727 (805) 948.7538 T!-iOUSAND 0A.KS NLAK=Ru=1cLD $=NITA BARE! ..S :t is C ^a3 5rt; • 9s• 3; C,-,05 '2? 5i 5U (8 0-5) 908 °9 i- } 1 4 i 22_ - i r41 December 1 S, 19 5 6 - 2 12- 07 I. i Cit Dr `•i1ec,, ic' located at G-42`0 Avenida in La I uit-i a, CA 2. 10 Our ;31i I`v`dI 0t tfh silil a, Lt f i r•ad been cilal:ed and coviar par- •J. r he our oosa of t 3 1 lir 'i itUJ 1 of 'it.,1.J� - 1;. 1 e, w L •! r.. t•.. I !,7_l , .i � o . Gr � � c:rripiia�,c� , i 1_r, L}ie rli,llrr�,l„ rsquir 'rnierlL� o L1iL Ci Ly of 8 [`�u?riLu, ICA 1 ;'7 1 C C 1 ( 1 C r� t i }y� f71 ^ 7 (� r) /� this 1- r i he •Jt rF.,uIt_' t n,16riiPl_ In tills report pre.,ent the moisture and density only at the locations and depths tested on the specified date. The summarized field and laboratory tests were peri"ormed in accordance 'vvith engineering principles generally accepted at this time and location. iso opinion is expressed as to the uniforrrlity of the t"naterial, compaction, nor adequacy of the material to perform its intended function. ivo guarantee or vvarrantg of the contractor's work is made or implied. If there are anu questions, please do'not hesitate to contact this office. Respectfully submitted, BUEHIA ENMINEERS, .I1 r. Relvi@vved and A"ppr-ovi 4ESSip���l , cd �� S. y{ , Ff�,• Phillip D. Clanton Craig S. Hill. Soil Engineer �c V CE 38234 PUCICSH/sg Exp. 3/31/89 C0pi8s: 4 - Tim, Evrare slq�� � lVtLFc,`��P 1 _ S,ri T A t i l S BUENA EN G 1N'FE S, 11C. 11 E h aElE F Qpm- R K i u ; Y•, REPORT OF RELATIVE COMPACTIONS Job No. L!- , =,^?Q-= 1 CONTRACTOR: DATE:Gi Report No. - -- 4v? ADDRESS: JOB & LOCATION: TEST NO. DATE TESTED DESCRIPTION %MOISTURE DRY DENSITY RELATIVE MAXIMUM - _ IN PLACE IN PLACE COMPgCT10N I DENSITY 420 Avenida Mader® 1 1 1-17-16 Per Pian 2.0 BSG 13.4 102.6 93 110.4 2 11-17-86 Per Plan 1.0 BsG 11.2 114.3 91 126.0 3 11-17-86 Per Pian FSG 8.4 1' 16.7 43 126.0 UGG ='B- 911 o Gubgrade FSG=f1ti1sh Su,bg add WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH COPIES: BUENA ENGINEERS, INC. 9 Jam' 01'1 ICI: O AGRiCULTURAI.. •CC)MMISSIONFR 4080 LLNION SII(IJI I. ROOM I'/ HIVIA(SIDE. CA1.11 URNin 92'.'x(11 (714) 7.87.2561 46=209 Oasis Strect, loom 1.4 Indi.o, CA 92.2.01. (619) 342-8291 JAI'S (>. WALLACE A�%&\IANI Af)11NWMt1\1H Dear Developer/Landscaper: Thank you for inquiring with. the.Agricul'tural Commissioner's Office regarding' local quarantine laws. NOTICE: Certain plants/landscaping material noted on your landscaping plans ,are capable of harboring diseases or insects that will threaten the Coachella Valley Citrus, Date, -Grape, Vegetable, or Field Crop industry. Thep"tants/lands•caping materials, noted below, will be allowed to be transported into the Coachella Valley under a Quarantine Compliance with the following .,restrictions: 1. 48'' hours prior to delivering'the cjuarantincd landscaping material into the Coachella Valley, you must contact..the Agricultural Commissioner's Office, Please give developers name and address also. 2. The quarantined plants/Landscaping material must be held until released by an inspector of the -Agricultural Commissioner's Office. 3. If the plants/landscaping materials are found to be infested/infected ,with a,quarantined insect/disease, the material must immediately'be destroyed -or immediately shipped out of=the Coachella Valley,.per the discretion of'the-Agricultural Commissioner's Office. The following plants/landscaping material are und:Commo r Quar tt;�rie APPROVED`' // Common: Genus/Species Genus'S ec, es 1. Lc4. P, Y. 2. <� 5.? 6. Under penalty of perjury,- I the undersigned, will comply with tlie­above, Authorized -Agent: Name Date ( 1Z I - Signature Permit Numbers) _J'i.. JT''.. Developer 6,_--V\etx_ I�.�.1,' _Address kO�69 Z -Z 5 AGRICULTURAL COMMISSIONER'S APPROVAL C 1�i4 .c/`' c��l: _Date r Authority cited: Agricultural Code, Sections 6301, 6461, 6462, 6464, 6521-6524 cc: 2 Plan Check, Indio Office, Riverside Office `:'tiri..�c' •Y. is-: :e.�; t�: �'• ::.. ;`�; �;.;. .. 'i� .: H.0, "ECTION •.., �� 1.�. .�•i, :,i'�j.�til..h.,'.1 ..'... '.,.�LA`.y •,'N'ti.. ., s7.�. _ . A. IS �1. yA l{ TAT.. ,. ... �L��' ,�.::. .,: :. ��L<1A1, V ���:� �.C—J.rJI,JU A\�A L'1.L '. � • California State Law requires that the person bringing or transporting ...j this shipment report immediately l: arrival of same to the Agricultural v I Commissioner. or Inspector at destii1ation acid that the receiver liold : ' f:. same for. inspection befgre pl©acing.:: Dear Developer/Landscaper: Thank you for inquiring with. the.Agricul'tural Commissioner's Office regarding' local quarantine laws. NOTICE: Certain plants/landscaping material noted on your landscaping plans ,are capable of harboring diseases or insects that will threaten the Coachella Valley Citrus, Date, -Grape, Vegetable, or Field Crop industry. Thep"tants/lands•caping materials, noted below, will be allowed to be transported into the Coachella Valley under a Quarantine Compliance with the following .,restrictions: 1. 48'' hours prior to delivering'the cjuarantincd landscaping material into the Coachella Valley, you must contact..the Agricultural Commissioner's Office, Please give developers name and address also. 2. The quarantined plants/Landscaping material must be held until released by an inspector of the -Agricultural Commissioner's Office. 3. If the plants/landscaping materials are found to be infested/infected ,with a,quarantined insect/disease, the material must immediately'be destroyed -or immediately shipped out of=the Coachella Valley,.per the discretion of'the-Agricultural Commissioner's Office. The following plants/landscaping material are und:Commo r Quar tt;�rie APPROVED`' // Common: Genus/Species Genus'S ec, es 1. Lc4. P, Y. 2. <� 5.? 6. Under penalty of perjury,- I the undersigned, will comply with tlie­above, Authorized -Agent: Name Date ( 1Z I - Signature Permit Numbers) _J'i.. JT''.. Developer 6,_--V\etx_ I�.�.1,' _Address kO�69 Z -Z 5 AGRICULTURAL COMMISSIONER'S APPROVAL C 1�i4 .c/`' c��l: _Date r Authority cited: Agricultural Code, Sections 6301, 6461, 6462, 6464, 6521-6524 cc: 2 Plan Check, Indio Office, Riverside Office ST)WARTTIT E FrDo )44711 El PA210.1i101TE A • P.O.80211111111 • PAt/ 011110, CAU 112281 TEUPWME:fill) W-1174 ESCROW INSTRUCTIONS ESCROW TYPE _ SALE ESCROW OFFICER PEGGY BAUMGARDNER TO COMPLETE A TOTAL CONSIDERATION OF E 7,500.-00 I/We will nand you THE SUM OF $7,5000'00 ♦ BUYERS COSTS PRIOR TO THE CLOSE OF ESCROW. and will deliver to you any notes, instruments and additional funds required from buyers to enable you to Comply with these'instructions on or prior to ASAP all of which you authorized and instructed_ to use and deliverprovided instruments have Deen filed for record entitling you to procure assurance of title in the form of a Standard Policy of Title -insurance with the issuing company's usual printed exceptions, with a liability of b 7 r 5 O O *00 covering property in the County of State of California ERS DE 0 ESCROW NO DATE 207285 PB s'"'r'`'ofC~" Nova 3, 1986 UK -MO PAID OUTSIDE ESCROW S CASH THRU ESCROW LOAN OF RECORD - 1st LOAN OF RECORD - 2nc LOAN. OF RECORD - 3rd NEW 1st LOAN NEW 2nd LOAN NEW 3rd LOAN RI V I TOTAL CONSIDERATION S •� Grin ,� r Records of said County described as follows: LOT 16, BLOCK 182 OF SANTA CARMELITA AT VALE LA QUINTA #18, AS PER MAP RECORDED IN BOOK 19, PAGE 30 AND 31 OF MAPS OF SAID COUNTY' Property address: (not verified) VACANT showing tine vested in: .TIMOTHY S. EWART AND MARCIA J. EWART, HUSBAND AND WIFE AS JOINT TENANTS Free from encumbrances except: (1) General and Special, taxes, including any special district levels• payments for which are intiuded there,n arra collected therewith. for the current fiscal year, not delinquent, including taxes for the ensuing year, if any; not yet payable. (2) Convenants. conditions, restrictions. reservations. rights• rights of way, easements and exceptions.of minerals. oil. gas. wale:: carbons and .^.ydrocarbons on or untler said la now of record. and in deed to file: -if any, affecting the use and occupancy of said property. ALL CASH THESE INSTRUCTIONS ARE CONTINUED ON ADDITIONAL INSTRUCTIONS ATTACHED HERETO AND MADE A PART HEREOF If above encumbrance is a purchase money trust deed, endorse interest on notes as of date of recording deed. In event unpaid balance of trust deed(s) of record are more or less than the sum(s) set forth above, adjust difference ( NO n In cash ( NO ► thru deed of trust to file ( NO ) in the selling price. Prorate taxes on real property only, based on the latest tax bill in your possession or on latest available tax figures furnished D. the title compiany as of Prorate interest on loans of Yecoid'as o1 " � l Prorate rents e C/ E based on rent stateJrlSentt handed you. Any rents in arrears r be disregarded in your prorati P.roraAi surrance as handed you as of /�atand m the event the lender requires additii insurance to cover new loan, this is your aulh�drizalion to order same and pay premium, if any, from buyer's funds. As of credit seller and debit buyer the amount of impounds, if any, as disclosed by beneficiary statement from the holder of the loa N/A record EACH PARTY SIGNING THESE INSTRUCTIONS HAS READ THE ADDITIONAL ESCROW CONDITIONS AND INSTRUCTIONS ON THE REVERSE SIDE HEREOF AND APPROVES, ACCEPTS, AND AGREES TO BE BOUND THEREBY AS THOUGH THE, REVERSE SIDE HEREOF APPEARED OVER THEIR SIGNATURES. The undersigned hereby agrees to pay, on demand, charges for drawing• recording and notarizing all documents, charges of tale company. it ainy, charges of lending institutio any, and the buyer's and/or borrower's customary escrow fees; necessary to complete this escrow. Buyer's Signature Buyer's Signature TIMOTHY S. EWART MARCIA J. EWART Buyer's Signature Buyer's Signature ..IgE'! Fnd Return 1:03 6 9`'SAi�1- �ORGpN 0 AV E ----,MORANGO - -VA1',_77_.E - ,(' `.-A ---� The foregoing terms, proviswns. conditions analns�ructions are%ilreby approved and accep>e�in ren irety and Lroncu e- in by me 1 will nand you necessary documents and/or funds called for on my part to Cause title to be shown as above• which you are authorized to deliver when you hold t7 T; m:Count the Sum of $ n '] OO OO together with any documents. due the undersigned as described above, within the toras above prctvioed. Pay your escrow charges recortliR fees, charges for evidence of title as called for, whether or not this escrow is consummated, except those the buyer agreed tC par You are hereby authorized to bonds, assessments. -taxes and any liens or encumbrances of record, plus accrued interest, charges and bonus, it any. Pay Documentary 'Tansfer Tax as required on Dec property I am conveying. You are also authorized to reimburse party advancing money for cost of building report. Seller's Signature. Seller's Signature Seller's Signature THOMAS A. HARTUNG Seller's Signature JEANMARIE D. HARTUNG Address 53-385. AVENIDA MADERO, LA QUINTA, CA. 92253 ES -565 (5/64) REMARKS: 4 ; Signature ' J r � V t bn,, 0 . B.Y.: 'SUEC0 ENTERPR I SES PROGRAWBYE .JOHN H.'HACKER, CIVIL EN6INEER, PALM SPRINGS CALIFORNIA LATITUDE -33.8. WINTER TEMP. 31. DEG. SUMMER TEMP. 1 10 DEG 0 TOWNER 4, . ------------- .9 _�----_---------- 31LOCATION • � JOL-+ SITE _ - .i; r r',; - --- — •�—_-----•� — — _.— -- 2"a ir• #i '�— rtea4;. -. at � 73+} c' � � ,, ' � X" AREA- BLDG. '1460 's,Q . rT � PERIMETER.; 148,''SQ. FT. vI NSULAT--ION R -VALUES --- SL_AB EDGE = i ► ----CE I L. T. NG = '3 F --- WAL_I.- = 19 AREA OF NIDRTH"GLAZ.ING = 48 SQ. FT. ---% OF TOTAL. AREA = 3.28767 AREA 'OF ' EAST_ GI -AZ I NG — 351. 5 SQ. FT. ----% OF TOTAL AREA = 2. 15757, 'AREA OF,SOUTHIM'GLAZING = 34 SQ..FT.---% OF TOTAL AREA = 2.'32877 ..ARE:A:OF:"WESTrGLAZING "=.:49 SQ.F='T.=-- OF TOTAL AREA = '.._5616 �AREA•e,Of !'SKYL•IGHTS >. '% _ 'C► SQ, F1_p ---% OF TOTAL AREA = C> r. - ,TDTAL •GLAZING 'AREA 162. 5 SQ. F'T.---"i.' OF TOTAL AREA = 11,1301 �iTHES-".U-VALUE..-OF�"THG"GLAZING .IS .65 ---(.65 = DUAL/PANE... I. 1. _' SINGLE/PANE THE".TOTAL" S. C.! OF `. THE GLAZING ' I S .66 ,,SOUTH`:OVERHANG' LENGTH '=-3 .`_ INTEFIIOR THERMAL 'MASS"AREA = 43: - SQ FT `'AT;T'I C r AREA" = •'1`46C)' .-`EQ F'T - tINFIL_T'RATfICIN,;CONTROI_.'(S'TD. /. i►18, PIED./.014, TIGHTi.012)= .(--)14 H.EATI'L'O'S S- FOOT•ING.,LOS S=- .'6464.64 BTU/H ` CE I hI NG ►, L -OSS—.-- 1441.5 BTU/H GLAZING, LOSS --==119.:7 F+"fUiH WALL'" LOSS- -_'__='1943. 34 BTU/H I NF= I LTRAT I OId LOSS-= 63 77. 2 9 8 T U I -A `»TOT'AL 'NEA'T LOSS. BTU/H 0 ` 46.E GAS= E,URI\JANCE„SIZE-%4947.5 BTU/ H OR 45,0()0 BTU (OUTPUT) .:� Y a; � tom• _� i.. .- . -HEAT-GAIN. FOOTING ' ' GAIN---=_- 66-30. ►. 4 BTU; H .. CEILINlG,• GAIN --- =' 1478.48 BTU/H :.,GLAZ ING •GAIN---= 100103 BTU/H, WALL':"GA I N------= 1993.17 F�"f U! H .INFILTRATION ":GAIN-= 6540-'f3 13TU/1••i NUMBER - OF PEOPLE----_• 6 ' HEAT GAIN-•_.-_.__:: '4(')O BTU/H KITCHEN GAIN --- 1500 BTf_J/H DUCT GA I N INCLUDED I N "f'OTAL. TOTAL-, HEAT GAIN— —_ 30545.9 E?TI..1/H rF : , .' ~ -COMPLIANCE CHECK LIST PER DISIGN DATA � ` -SLAB�`ONGROUND,' , WALL zNSULATION, ' CEILIN�_INSU , ` NORTH WINDOWS'GLAZING EAST'WINDOWSGLAZING a `.�SOUTH -WINDOWSIGLAZING ` �'WESVWINDOWS-GLAZING` - ,_._..-.,.~^.,~ q~E.. ^~^E... S{]UTW SHA EfF� � wE S/ ^ . � ' ` ' NT' jSKYLISATASHADINPICOEFFICIEN'T NOMNOMA l` ION `'THERMAL MASS -433 'SQ. FT. ` `SOUTH` OVERHANG ` ` HEAT PUMP ' THE SEER OFTHECOOLING SYSTEM -4 POINTS 0 POINTS . 0 PO-INTS 4 POINTS ` 0 POINTS 2 POINTS .0 POINTS 0 POINTS 0 POINTS. -4 ` POINTS pOINTS' -10 POINTS: 0 POINTS 0 POINTS IS 9 -1 POINTS 10 POINTS 0 POINTS w'uuwINo/ �. '. 7 POINTS ' `THE'ALLOWABLE POINTS*PRE AB 163 FOR ZONE 15 ARE -4 JHEJOTAL POINTS FOR)THIS PROJECT ARE 1 ' THE FOLLOWING,)MANDITORY FEATURES/DEVICES ARE REQUIRED PER CALIF. ADMINISTRATIVE ~ ., `CODE�TITLE 24 �- ' - _ ,� `�. INSULATION AS SPECIQTED; PER MANUFACTURES LABEL INFILTRATION CONTROL. DOORS, WINDOWS FULLY WEATHERSTRIPPED :OPENINGS CAULKED AN ` SEALED AROUND JOINTS IN WINDOW AND WALL SOLE PLATES AND ELECTRIC OUTLET GASKETS ON ALL EXTERIOR WALLS MANUFACTURED DOORS SHALL MEET APPLICABLE STANDARDS BACK -DRAFT DAMPERSON EXHAUST FAN FIREPLACESM;ST HAyE TIGHT FITTING, CLOSEABLE DOORS COVERING FIREBOX' PROVIDE COMBUSTIONAIR INTAKE DUCTS (6 SO. IN.T WITH TIGHT FITTING DAMPER DUCTSN-BUILT PER CHAPTER 10 U^M.C' ' GASFURNACE SIZED TO 1.3 DESIGN LOSS + 10 BT |/H PER SQ.FT. OR 45,000 BTU/H ' SETBACK THERMOSTATS SHALL HAVE AUTOMATIC SETBACK CAPABILITY /2 PERIODS PER 24 HR WATER HEATER TO'HA,00R-12 INSULATION WRAPPING, AND R-3 ON FIRST 5' OF PIPE NATURAL GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE LIGHT^IN�KITCHBN AND BATH TO BE AT LEAST 25 LUMENS/WATT EXCEPT SPECIFIC -TASK AREAS' . CERT IFI EN.TERPRISES LIC. # C20 471337 FOR: JOHN H. HACKER REGISTERED CIVIL ENGlNNEE8 014614 .^ ` ^ `. s•� '+ r ��� r� 'y . 4X638'11" 3X5. 34' 8" 3X4. 38. 8- 5X5 38'..11" 5X4' 34' 8" 4X4 38' 8" 3X8 38'11" 3X7 34' 8 3X6 38' 8" EXI 38'11" 34' 8" 38' 8" 4X6 4X5 3X4 5X6 38'11" 5X4 34' 8" L5X4,/ 38'11" 1.5X 3 38'11" 1X3 34' 8" ICA I. 5X7 38`11" 5X5 34' 8" 5X4 38' 8" 38'11" 34' 8" 29' 3" 4.00 0 0 0 0/� o 0 0 o M1s^ WEBB"2X4 93 RF. FL' OR SO.P-=UNLESS o o .o 'o oro ci o OTHERWISE SHOWN. ALSO SEE CLB CHART_oci;o AT?ACH X CLB CONT. LATERAL BRACE. o .C3 =STfINDFIRDc .o. o TO EACH WEB WITH 1 2) _ SD NAILS L ` c�`:: o 0 0 0 0 WENO CLB ONE.. L CLB`,Q Q Aft PI E Q TO 1' TO 39' SPAN . SEE RWG A FOR P TE LOCAT ON AND ORIENTATION ON TYPICAL :C= v0 JOINTS: oTUSS` oLOCATE TOP CHORD INTER -PANEL SPLICE o �-R WITHIN 6- OF PANEL"1/4-POINT. RLPINE-ENGINEERED PROOUCTS,INC. P.O. BOX 2225 POMPRNO BERCH,FLORIOR 33061 L 305-781-3333: TUss-3 4 EO. TC PANELS 4 EO. BC PANELS MEASURED FROM- 3X6- 38'11" 3.58" INSIDE SCARFS 2X8 38' 8" LORDING' LORDING' 2X7 34' 8" 2XV2X4 PITCH 2X6 29' 1" COPYRIGHT 1981. 4000444 MIN BRG SPAN 3.58" 38'11" wt - BOTTOM CHORD CHECKED FOR 18 PSP 3Q' I 1 MAX LIVE LOAD PLRTE TYPE--RLPINE.• .,��..�...�a�■+�?a"'r""0�"""�' TRUSSES REDUIRE EXTREt1E ERRE IN HANDLING **IMPORTRNT*' ALPiNE.TCONNECTORBFTRRGIDFOLLOWEDU�RFNU AND kRRNING [RECTION RNO ORRC[NG. SEE -GYT 76L TRUL'SES BUILT IN GONFfAU1RNCE W1111 'DUkLITY CONIHOL 11Rt91FL.' bY, ■TPI, i81iRCING 4000 TRUS£E6 COIYIENTHRY F1141) RECOtYtENOATIONS , TIIERE SHALL BE NO YPoiRANIIES OF THIS DESIGN, EXP.RES9 OR IMPLIED. ■TPI) .. SEE .THIS'DESIGN FOR ADDITIONAL SPECIRL BRACING v RLPINE HALLeblINBE NO HRE'MHMIFRCTURED FITOH. 20 GRUGE GALVANIZED STEEL REUUTAErais. _UNLESS 0111ERWISE REO -U, TOP CHORD SHALL UNLESS OTHERWISE,511OWN, MEETING RFOUIREMENTS OF' RSTM A946 GARDE R. UE. LATERALLY BRACED' YIIH PROPERLY A1TIiCHEO PLYWODD. . Po'PLY CONNECTORS TO BOtll FRfE6 flT EtiCli JOINI 'RNU LUCRTE HS 5WWN. cmRIiU NG',- BUTTON CHDRO WITH RIGID CEILING OR RRC NG ) BERRING WTDT16 ARE 4' 19X111414. IRILF.SS OTHERWISE SHOWN. DESIGN AT It FIRE OF 10 N FEET O. t. 00 NOT. USE THJ6 DLSIGN STHNl1I111U`.i CONFIAIM WITH RPPLIMBLE_PROYIS11NiS OF .NOS -77 AND ■TPI -78 WIT II FIRE RETRIW)ANT TREATED L.UtIDER'. TRUSS PLATE LNSTHUTE,. NOS - URTIONRL UESIGN':SPECIFICATION FOR 9000-CONSIRUCT[ON FURNISH., A- COPY OFtTHIS DESIGN. TO ERECTION CONTRACTOR Na 13678 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSP TC DEAD LOAD 14.8 PSF •t BC DEAD LOAD 5.8 PSP . TOTAL 35.8 PBF DUR. FACTOR 1.25' SPACING 24..8" OC FIR OVERALL SPANS LARCH 2X4 TC 2X4 BC 2488F-2.BE 38' 11- 38' 11- 2258E -1.9E 38' 8" 38' 11" M 2188F -1.8E 37' 8" 38' 11" $ 1958F -1.7E 35' 11- 38' 11" R 1888E -1.6E 34' 18" 38' 11- 1658P -1.5E 33' 9" .3.8' 11" Il52F-1.3E 31' 9" 36' _6" 41 MC -15 91 35' 3" 34' '3".:38•! 38' 11 11" 9" V 1 � #2 MC -15 M2 32' 11" 31' 3" 38' - 37' 1- LORDING' LORDING' SPAC.I.NG 35.0/1.25 24.0" 2XV2X4 PITCH AWS, HO 4.0/12. SPANS TO . 3B' 11 COPYRIGHT 1981. 4000444 ' 1/12/81 A450,124 A-M6-COXN=•35/1.25-16+14* 5- 24 i SEE DRAWING A115 FOR LEVEL CEILING FILLER DETAIL 3X4 29•, . 5" HBOUT 5X4 129' 5" 4X4 27' 4" 11 6X8 29' 5" A5X4295" 3X4 29' 5" 2.5X4 25' 5" 7X8 '1 29' 5 5X5 24' 8 4X5 20'. 3 �-!?:::I4.00 WEBS 2X443 HF,.FL, OR SO.P--_UNLESS nmuvntu7Q2 QunWN_ AY.SA SEE CLB CHART TO -�8D NAILS. PROJECTS MORE THAN ONE INCH. SEE DRWG# A138 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. 118] - PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4 -POINT. 2.00mirz [1$] 4 EQ. TC PANELS 4 EQ. BC PANELS MEASURED FROM 1X329' 5" 3XO 29' 5" INSIDE SCARPS 3X7 28' 1" 2X8 23' 2" 2X7 2$' 4" MIN BRG SPAN 3.58" 29'-5" *+ a BOTTOM CHORD CHECKED FOR 10 PSF ____29' 5" MRX LIVE LOAD PLATE TYPE--RLPINE am:s�a�a mzr.=m =ma=v==W=m #;IMPURTRNTx UNLESS THE SPECIFICATIONS FOR LUnnER RHO WARNING ENECTIONORNDREBRHCIENC CARE F:>iJ� I76' ALPINE CLMEGTORS ME FOLLOWED AND THE IRII: GI i BUILT IN CONFORRU.NCE PITH '01AILITY CONTROL nRIIURL' BY +TPI, (ORPFIIICIN�EDOw TRUSTHIS SES. FOR ROTD1TlP O RECEC BINMTICING TIIL•RE SIUILL BE NU WHRRIINTIES OF TI114 DESIGN, EXPRESS ON IfWLIED.SHRLL ALPINE LOINNECTORS ME MHNUFRCTUREU FRDn 20 GAUGE GRLVINIZE0 STEEL REOUIRENENTS. UNLESS OTHERWISE REG -0, TOP CHDRD YVUDD UNLESS 0711ERWISE SHOWN, MEETING RELWIREHENTS OF RSTM R94G GRRDE R. BE LRTERRLLY DRRCED- WITH PROPERLY I TRCIIER PLAYING FL'FIY CBdHECiNRS TO .00TH FRfE6 AT CAG11 JDINT RIIU LDCRTE RS SHOWN. SHERTHING, BOTTOM CHORD WITH RIGID GELLING OR BRACING BEHRING W1011f; Rfc 'I- NDIIINRL UNLESS OTHERWISE SHOWN. DESIGN WITH HRFIRE OF l0 FEET O. L DO NOT USE THIS DESIGN STRUINUM CONFORM YIIH RPPLICHBLE PROVISIONS OF •NDS 77 RNU TPI IB YITH FIRE RETFViORNT THERTEO LUnBEfl. K --TPI - TRUSS PLATE INSTITUTE, NDS - NRTIONRL DESIGN SPECIFI6" W000 CONSTRUCTION JAN 9 1984 •:� • I P,VY O !qy ALPINE ENGINEEREO PRODUCTS,INC. . P.O. BOX 2225 .POMPANO BERCHiFLORIOR 33081 �A 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD 16.0 PSP TC DEAD LOAD - 14.8 PSP *+ BC DEAD LOAD n 5.8 PSP TOTAL 35.8 PSP DUR. FACTOR 1.25 SPACING 24.8" OC F I R OVERALL SPANS LARCH 2X4.. TC 2X4 BC 2480E -2.0E 29' 5" 29'. 5" 225OP-1.9E 28' 9" 29' 5" n 21B8F-1.BE 28' 0" .29' 5" S 1950F -1.7E 27' 3" 29' 5" 1808F -1.6E 26' 5" 29' 5" 1658F -1.5E 25' 5" 29' 5" 1450F -1.3E_ 23' 18" 1 28' 7" i FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR I .o. -I 144.13679 OF SPANS TO 29' 5 COPYRIGHT 1981 4020444 3/07/81 DRAW' U-450 534 .d A -146 -SCIS- 35/1.25-16+14+ 5- 24 #1 MC -15 #1 26' 8" -25' 8" 29' 5" 29'. 5N I .,."„pNmry4j #2 MC -15 #2 24' 7"' 23' 6" 29' 5" 29' 5" S ,`.��SNILEMr,,,�., ���� IWI it. LORDING SPACING L 11rAU'IEIF ; �_ Y1 35.0/1.25 24.0" kQ�'. `"",.. u.""••''� 2XII/2X4 PITCH °®Rmil1 WETS HU 4.00/2.00/12 Iv i FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR I .o. -I 144.13679 OF SPANS TO 29' 5 COPYRIGHT 1981 4020444 3/07/81 DRAW' U-450 534 .d A -146 -SCIS- 35/1.25-16+14+ 5- 24 %1x4 Continuous Lateral Bracing @.10°0" o. c. (max). Attach.w/2-8d nails .Furnish copy.of this drawing to erection contractor._ so. he will. know .of this .requirement. See Special Cant Design for lumber, plates and other 2x4 data not shown.here 3x4 ° s with. Cant— _-_ -0_0 i�Y --r" 2x4 Cantilever length lx4 5x4/spl. 2x4 0 SO -Pine II as required. 3x4 I (Typ.) or Fir -Larch Filler Length As Re uired Truss' Span O O• O O o 0 G cc=.:''c--=3 O p' `G'7 O C� O O ,_., O C.� -STRNDHRD- o c �o JILPINEI= 1�CZ.3 0 0 r 0 ` rz.] TRUSS LETTERS AFTER TRUSS SPRN DEFINE 125 BEHRING RND.BLOCK REQUIREMENTS SEE ORRWING R117 FOR BLOCK NRILING 30 31 RNO 011 ER GIRDER 0RTA. 132 SYM ABOUT 6x10 5x6 W/ IROEII SINGLE _ DOUBLE :NGTH 1-6013 2-6010 1-GCRB 2-BCF6 ' 9'P 27' 5'P 27P 5'P 40"0"P40'. 0'P 40"'0'P 4 ' 0' . 4' 4"P 24' 10'P 24I 10'P 40"D'P111W 40' 0"P 0,) :0'P 4 0' 22' 4'P 22' 7"P 22P 7'P 40'.'q"P.40' 0-P 400701? 4 0- ' 4'P 20' 4-P' 20P 4-P' 40"0`P 0'P 40° '0'P.Iq 4 0' IB' 3`P 10' 3'P 181 '3'P 40"0-P 40' 0"P 40' 0'P4 0' 16' '7'P 18' 7'P 161 7'P 37 VP 40'..0"P. 4011179 " 0' 15' 0'P 15' 0'P 151 0"P 34' 9-P 38'. 27 38' :2"P 0"'' 13' 5'P 13' 5"P 13V 5•`P 32-5"P 35" 3'P 35'•3"P4 0' 12' 1'P 12' 1'P 12f l'P 30'5"P 32' 5'P 32' '5'P.4 0' 101101P 10110"P 101.101P 28•!' 29' 8"P 29';9"P 4 B' 7.'N 8' 7 `N [if! 7 `N 26' 10'P 27' 3'P 27' 3'P 4 8' 6"N 8' 0"N OP Q'N 25"l'P 25' 1'P 25":l"P 4 ' 0' 71' O 7' D"N 71"8'N 22'11'P 22'11'P 22'``,1"P 4 '`0' G' 7"N G' 7`N 61' 7`N 20'10"P 20.10-P 2010-P 3 ' 0'. 5'' 8'N 5' B'N 51! 6"N 18107 1810'P 18'10"P 3 "U" 4'10'N 4'10'N 4f10'N 17"0'N 17'. 0"N 17'''0'N 3 4' 1'N 4' 1`N 4F' 'l'N 15"4'N 15' 4"N 15.'° ,q`N 3 ---- ---- ---- 13' 8'N 13' 11"N 13'''8'N 2. ...0. ---- --- ---- 12' 2'N 12' 2`N 12' 2'N 2 ' 0' ---- ---- ---- 10'10"N 10'10-N. 1010"N 2 0' ---- ---- ---- 9' 6'N S' O'N 9" O'N Z M'Sirm► \n . \Ir = ► \n 4 \Ir ..TRIPLE-. N i' 0'N 40'' 07N 40' DIN . i'' 0'N 40' 0-N 40' 0'N .: i' 01N 40' 0'N 40' 0'N .. I' 0'N 40" 0'N 40` O'N °` "O"N 4P'.0'N 40' 0'N ' 0'N 40' 0'N 40'.0'N 0-N qD' 0'N 40' 0"N f 2__2 '1982 IYRU�At IL1Y ' 0"P.4O'.0'P ' D'P 2X4 BOTTOM CiaRD9' r:BE:REINFORCEO WITH SCROs -ALPINE-ENGINEERED PRODUCTS #INC.: 10 PROVIDE RDOITION1RL LORD CRPRCITT RS '. SHOVN IN TRBLE'RT•RIGHT. SCRBS MOST BE I 2X4 4 ONE BLOCK OF SANE SIZE AND: mkE-Ad BOTTOM CRORO:: ANO SHHL BE RTTRCIIEO IN THE NO TO I • TYO BLOCKSii GIRDER USING THE. MULTIPLE'VENSER U POMPANO BERCH 1 FLOR I OR 33061 ' RTTRCIIMENT.SCHEDULE BELOW THE. SPHN TRBI E4. 0'P ' IF UPLICE IS REOUINSM.EL IN S, IT 18 1 40 0'P PNEFER110LE T0: LOCRTE SPLICE 4' OIL MORE I 1 FROM BOTTOM ChDIRO'SPLICE. CONNECTOR' 4U' 0`P PLATES ARE REQIlIREO;ON BOTH FACES OF 2 ' SCAM AT SPLICEAW S11RLL BE R 7X8' LETTERS AFTER TRUSS SPRN DEFINE 125 BEHRING RND.BLOCK REQUIREMENTS SEE ORRWING R117 FOR BLOCK NRILING 30 31 RNO 011 ER GIRDER 0RTA. 132 SYM ABOUT 6x10 5x6 W/ IROEII SINGLE _ DOUBLE :NGTH 1-6013 2-6010 1-GCRB 2-BCF6 ' 9'P 27' 5'P 27P 5'P 40"0"P40'. 0'P 40"'0'P 4 ' 0' . 4' 4"P 24' 10'P 24I 10'P 40"D'P111W 40' 0"P 0,) :0'P 4 0' 22' 4'P 22' 7"P 22P 7'P 40'.'q"P.40' 0-P 400701? 4 0- ' 4'P 20' 4-P' 20P 4-P' 40"0`P 0'P 40° '0'P.Iq 4 0' IB' 3`P 10' 3'P 181 '3'P 40"0-P 40' 0"P 40' 0'P4 0' 16' '7'P 18' 7'P 161 7'P 37 VP 40'..0"P. 4011179 " 0' 15' 0'P 15' 0'P 151 0"P 34' 9-P 38'. 27 38' :2"P 0"'' 13' 5'P 13' 5"P 13V 5•`P 32-5"P 35" 3'P 35'•3"P4 0' 12' 1'P 12' 1'P 12f l'P 30'5"P 32' 5'P 32' '5'P.4 0' 101101P 10110"P 101.101P 28•!' 29' 8"P 29';9"P 4 B' 7.'N 8' 7 `N [if! 7 `N 26' 10'P 27' 3'P 27' 3'P 4 8' 6"N 8' 0"N OP Q'N 25"l'P 25' 1'P 25":l"P 4 ' 0' 71' O 7' D"N 71"8'N 22'11'P 22'11'P 22'``,1"P 4 '`0' G' 7"N G' 7`N 61' 7`N 20'10"P 20.10-P 2010-P 3 ' 0'. 5'' 8'N 5' B'N 51! 6"N 18107 1810'P 18'10"P 3 "U" 4'10'N 4'10'N 4f10'N 17"0'N 17'. 0"N 17'''0'N 3 4' 1'N 4' 1`N 4F' 'l'N 15"4'N 15' 4"N 15.'° ,q`N 3 ---- ---- ---- 13' 8'N 13' 11"N 13'''8'N 2. ...0. ---- --- ---- 12' 2'N 12' 2`N 12' 2'N 2 ' 0' ---- ---- ---- 10'10"N 10'10-N. 1010"N 2 0' ---- ---- ---- 9' 6'N S' O'N 9" O'N Z M'Sirm► \n . \Ir = ► \n 4 \Ir ..TRIPLE-. N i' 0'N 40'' 07N 40' DIN . i'' 0'N 40' 0-N 40' 0'N .: i' 01N 40' 0'N 40' 0'N .. I' 0'N 40" 0'N 40` O'N °` "O"N 4P'.0'N 40' 0'N ' 0'N 40' 0'N 40'.0'N 0-N qD' 0'N 40' 0"N f 2__2 '1982 IYRU�At IL1Y ' 0"P.4O'.0'P ' D'P 2X4 W 2XG + ONE DLOCK` -ALPINE-ENGINEERED PRODUCTS #INC.: 2XG X 2X0 4 ONE BLOCK 2X 4. 2X4 4 ONE BLOCK Y 2X0 4 TYO BLOCKS.; ! lz.2xo T 2X0 • TYO BLOCKSii LETTERS AFTER TRUSS SPRN DEFINE 125 BEHRING RND.BLOCK REQUIREMENTS SEE ORRWING R117 FOR BLOCK NRILING 30 31 RNO 011 ER GIRDER 0RTA. 132 SYM ABOUT 6x10 5x6 W/ IROEII SINGLE _ DOUBLE :NGTH 1-6013 2-6010 1-GCRB 2-BCF6 ' 9'P 27' 5'P 27P 5'P 40"0"P40'. 0'P 40"'0'P 4 ' 0' . 4' 4"P 24' 10'P 24I 10'P 40"D'P111W 40' 0"P 0,) :0'P 4 0' 22' 4'P 22' 7"P 22P 7'P 40'.'q"P.40' 0-P 400701? 4 0- ' 4'P 20' 4-P' 20P 4-P' 40"0`P 0'P 40° '0'P.Iq 4 0' IB' 3`P 10' 3'P 181 '3'P 40"0-P 40' 0"P 40' 0'P4 0' 16' '7'P 18' 7'P 161 7'P 37 VP 40'..0"P. 4011179 " 0' 15' 0'P 15' 0'P 151 0"P 34' 9-P 38'. 27 38' :2"P 0"'' 13' 5'P 13' 5"P 13V 5•`P 32-5"P 35" 3'P 35'•3"P4 0' 12' 1'P 12' 1'P 12f l'P 30'5"P 32' 5'P 32' '5'P.4 0' 101101P 10110"P 101.101P 28•!' 29' 8"P 29';9"P 4 B' 7.'N 8' 7 `N [if! 7 `N 26' 10'P 27' 3'P 27' 3'P 4 8' 6"N 8' 0"N OP Q'N 25"l'P 25' 1'P 25":l"P 4 ' 0' 71' O 7' D"N 71"8'N 22'11'P 22'11'P 22'``,1"P 4 '`0' G' 7"N G' 7`N 61' 7`N 20'10"P 20.10-P 2010-P 3 ' 0'. 5'' 8'N 5' B'N 51! 6"N 18107 1810'P 18'10"P 3 "U" 4'10'N 4'10'N 4f10'N 17"0'N 17'. 0"N 17'''0'N 3 4' 1'N 4' 1`N 4F' 'l'N 15"4'N 15' 4"N 15.'° ,q`N 3 ---- ---- ---- 13' 8'N 13' 11"N 13'''8'N 2. ...0. ---- --- ---- 12' 2'N 12' 2`N 12' 2'N 2 ' 0' ---- ---- ---- 10'10"N 10'10-N. 1010"N 2 0' ---- ---- ---- 9' 6'N S' O'N 9" O'N Z M'Sirm► \n . \Ir = ► \n 4 \Ir ..TRIPLE-. N i' 0'N 40'' 07N 40' DIN . i'' 0'N 40' 0-N 40' 0'N .: i' 01N 40' 0'N 40' 0'N .. I' 0'N 40" 0'N 40` O'N °` "O"N 4P'.0'N 40' 0'N ' 0'N 40' 0'N 40'.0'N 0-N qD' 0'N 40' 0"N f 2__2 '1982 IYRU�At IL1Y ' 0"P.4O'.0'P ' D'P 4p' 0"P. 40' 0`P 40' O'P -ALPINE-ENGINEERED PRODUCTS #INC.: ;TOP CHORD 2X 4. . P.O. BOX 2225 0'P 40' 0'P 40, 0'P POMPANO BERCH 1 FLOR I OR 33061 0'P ' 40' U'P 40 0'P A 305-781-3333 0`P 4U' 0`P 40' 0`P ' DESIGN CRITERIA UBC ' 0"P 4O' 0'P 40' 0'P ' 6'P 38'.LO`P 38'10"P OA TCI LIVE LOAD 16.8 015F 10"P 45-10-P 35' 10'P TC' DEAD LOAD 14.0 PSP ' BC DEAD LOAD o 5.8 PSP ' 87 32'. 8'P 32'. 8-P TOTAL* 0 35.8 PSP ' 0'P 30' 0'P 30' 0'P DUR. FACTOR 1.25 ' 27 27' 27P 27' 2'P ' 9'N ' 3'N 2' N 222' 3 3 -'N 2' 9-N 222' 3'N LIVE LD.RED; USED (UBC 1 ' 0`N'20' 0'N 20' 0"N 2x4 USE 160 NAILS (IN 6THGGEREO I) -- - -- PRTIEHN) RS.ERCH LRYER IS RPPLIED. CLINCH RLL NRILS IN 2 MEMBER GIRDERS:: 4.00 R--NRILSa. TC B IN OC:. WEBS 16 IN DC 2-3x7 B--NFlILSs: BC - RND/OR SCRB 4 IN OC C--NRILS�:. OC 3.0 IN "DC:' GCRBS q IN OC J I O--NRILS:: UC 3.0 IN OC: SCADS • 4 IN DC 2x8 8x8/spl $x$ E --NAILS+: BL' 2.5 IN OC: SCABS 5 IN UC 520-7x9 GF-DNE .5 THRU 86LT MR11'BE SUBSTITUTED 10x10 TO.Tt10/spl• FUR EVERY 2 NRILS. IDOL NRIL 6PRCING- W/SPI. alt:spl: 10"NIX). 2.0' 111N. 307700 EDGE DIST. a ___4_ EO . TC : ?NLS AND 4 ED. . BC' ?NLS G --RDD '.5" THRU BOLTS RT EACH 81; PNL PT MEASURED FROM INSIDE SCARFS 11140 EACH SIDE OF 8C SPLICES. NOT RED. GIRDER LENGTH FOR UC IF SCHEDULE 'F' IS USED. UNLESS THESE SPECIFICII71ONS FOR LUMIIER ANDI TRUSSES REOUIRE EXTREME CARE IN HINDLING sitIMPORTONT91to- ALPINE CONNECTORS FIRE FOLLOWED AND ME' MARNING ERECTION .AND BRACING. GEE'-UNT-7GL pt��G� TRUSSES BUILT IN CONFOINIRNCE WITH 'DUALITY CONTROL MRNURL' GY ■TPI, •(BRACING WOOD TRUSSES:.COI9IENTARY AND RECMIENORTIONS- MERE SHALL BE NU. WIVUIIINTIES OF THIS DESIGN, 'EXPRESS OR IMPLIED. -0111). SEE THIS DESIGN FDA ROOITIDNAL SPECIRL•ORRCING ALPINE CONNECIURS ARE MANUFACTURED FROM 20 GRUGE GRLVRNIZEU STEEL IREUUIREIIENIS. UNLESS OTHERWISE REO'D, TOP CHDHD SHALL UNLESS OTHERWISE SHOWN, AEETING REDUIREMENTS OF RS1M 0446 GRADE R. BE LATERALLY BRACED WITH PROPERLY RITACIIEO PLYWOOD No 136 3 APPLY CONNECTORS TO BOTH FACES AT EACH .JOINT AND LDLRTE R6 GHOWN. •SHEATHING, BDTTUM CHORD WITH RIGID CEILING OR BRACING {} _ BEARING. W1011G RRE 4' NDMTNRL UNLESS OTHERWISE SHOWN. DESIGN IRT MA(IMUN OF ID FEET 0. C. OD•NOT USE 711I6 DESIGN STANDARDS CONFORM WIRI APPLICABLE PROVISIONS OF IINDS-77 FIND *TPI -70 -WITH FIRE HETAUTANT TREATED LUMDEO. r --TPI - TRUSS PLATE INSTITUTE,+ NOS.- NOTIONAL DESIGN SPECIFICATION FOR 9000 CONSTRUCTION �7FOFCAUIO LORDING 2XII/M PITCH - fit H(TS ITCHfitH(TS PR 1.0/!2. SPANS - TOI 34' 0' ' COPYRIGHT1981 4888484 4/28/81 DRAW# A498,134 FURNISH A.COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M'6-COMN- 35/1.25-16+14t 5- -- FIR -LARCH ;TOP CHORD 2X 4. . BOT CHORD ' 2X 8 4i # 1 WEBB 2X 4 #2 2x4 USE 160 NAILS (IN 6THGGEREO I) -- - -- PRTIEHN) RS.ERCH LRYER IS RPPLIED. CLINCH RLL NRILS IN 2 MEMBER GIRDERS:: 4.00 R--NRILSa. TC B IN OC:. WEBS 16 IN DC 2-3x7 B--NFlILSs: BC - RND/OR SCRB 4 IN OC C--NRILS�:. OC 3.0 IN "DC:' GCRBS q IN OC J I O--NRILS:: UC 3.0 IN OC: SCADS • 4 IN DC 2x8 8x8/spl $x$ E --NAILS+: BL' 2.5 IN OC: SCABS 5 IN UC 520-7x9 GF-DNE .5 THRU 86LT MR11'BE SUBSTITUTED 10x10 TO.Tt10/spl• FUR EVERY 2 NRILS. IDOL NRIL 6PRCING- W/SPI. alt:spl: 10"NIX). 2.0' 111N. 307700 EDGE DIST. a ___4_ EO . TC : ?NLS AND 4 ED. . BC' ?NLS G --RDD '.5" THRU BOLTS RT EACH 81; PNL PT MEASURED FROM INSIDE SCARFS 11140 EACH SIDE OF 8C SPLICES. NOT RED. GIRDER LENGTH FOR UC IF SCHEDULE 'F' IS USED. UNLESS THESE SPECIFICII71ONS FOR LUMIIER ANDI TRUSSES REOUIRE EXTREME CARE IN HINDLING sitIMPORTONT91to- ALPINE CONNECTORS FIRE FOLLOWED AND ME' MARNING ERECTION .AND BRACING. GEE'-UNT-7GL pt��G� TRUSSES BUILT IN CONFOINIRNCE WITH 'DUALITY CONTROL MRNURL' GY ■TPI, •(BRACING WOOD TRUSSES:.COI9IENTARY AND RECMIENORTIONS- MERE SHALL BE NU. WIVUIIINTIES OF THIS DESIGN, 'EXPRESS OR IMPLIED. -0111). SEE THIS DESIGN FDA ROOITIDNAL SPECIRL•ORRCING ALPINE CONNECIURS ARE MANUFACTURED FROM 20 GRUGE GRLVRNIZEU STEEL IREUUIREIIENIS. UNLESS OTHERWISE REO'D, TOP CHDHD SHALL UNLESS OTHERWISE SHOWN, AEETING REDUIREMENTS OF RS1M 0446 GRADE R. BE LATERALLY BRACED WITH PROPERLY RITACIIEO PLYWOOD No 136 3 APPLY CONNECTORS TO BOTH FACES AT EACH .JOINT AND LDLRTE R6 GHOWN. •SHEATHING, BDTTUM CHORD WITH RIGID CEILING OR BRACING {} _ BEARING. W1011G RRE 4' NDMTNRL UNLESS OTHERWISE SHOWN. DESIGN IRT MA(IMUN OF ID FEET 0. C. OD•NOT USE 711I6 DESIGN STANDARDS CONFORM WIRI APPLICABLE PROVISIONS OF IINDS-77 FIND *TPI -70 -WITH FIRE HETAUTANT TREATED LUMDEO. r --TPI - TRUSS PLATE INSTITUTE,+ NOS.- NOTIONAL DESIGN SPECIFICATION FOR 9000 CONSTRUCTION �7FOFCAUIO LORDING 2XII/M PITCH - fit H(TS ITCHfitH(TS PR 1.0/!2. SPANS - TOI 34' 0' ' COPYRIGHT1981 4888484 4/28/81 DRAW# A498,134 FURNISH A.COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M'6-COMN- 35/1.25-16+14t 5- -- r J , r 0 c= f7 0 1= 0 0 WEBS' 2X IF3 HF. FL,: Oa -50.p --UNLESS. ` no OTHERWISE"SHOWN. o. o' o 0 0 .o 3.X4 24' 7 o �STANDARD� : �. SEE DRWGO `A13JJ." POR PLATE- LOCATION c � o 0 0. o AND ORIENTATION. ON TYPICAL, c•. 41LPI JOINTS. o 0ce LOCATE TOP.. CHORD INTER -PANEL- SPLICE o'o WITHIN 6" OF.PA14EL 1/4 -POINT.. o oc .! o �TRUSS­ BY A 9ALPINE ENGINEERED PROOUCTSlINC.' flBOUT. P.O. BOX 2225 5X4 24' 7" POMPRNO BERCHIFLORIOR 33051 L. 305-751-3333 �! DESIGN CRITERIA UBC. TC LIVE LOAD 16'.0'PSP 4X4 24' 7" TC DEAD LOAD 14.0 PSP ,i •+ BC DEAD LOAD 5.8 PSP TOTAL 35.0 PSP 1.5X3 24' 7" DUR. FACTOR 1.25 SPACING' 24.0" OC FIR OVERALL. SPANS. LARCH 2X4 TC 2X4 4.00 Hd - 24sBF-2.BE 24' 7" 24' 7" 225ftF-1.9E 24' 7" 24 7" 4 EO. TC PANELS 214,0'F -1.8E . 24' 7"• 24' 7:" 5' 1950F -1.7E 24' 7" .24' 7"' 3X6 24' 7" 5X6' 24' 7" 2 EO. BC PANELS R MEASURED FROM INSIDE SCARFS 1R0BE'-1.6E 24' 7" 24'. 7" 2X5 24' 7" 165BF-1.5E 24'_. 7.".'23' S" 21'_ 2X4 2g'10" 1458P -1.3E 24' 7" : 9'" SS 2 MIN BRG SPAN 3.50" 24' 7" LORDING SPACING ! is •+. BOTTOM CHORD CHECKED FOR tl HC -15 24.' 7"' 24' 7" -V. 21{.' 7" MAX Livs LOAD..2X4/2X4 PITCH E TYPE --ALPINE UNLESS THESE SPECIFICATIONS FOR.LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, WARNING ' "OYT 76' ,gyp{ESSIO i}2��S pU 4.0/1.2 tl MPORTHNT** RLPINE CONNECTORS ARE 'FOLLOWED .FIND THE S BUILT IN CONFORMANCE WITH -UUALITY:CONTROL MRNURL" BY.•TPI, [TTAUSRSEEXPRESS OR ittPllEO. ERECTION RNO .DRRGING.''• SEE IBRRCiNG NOW TRUSSES; COMENTIRRY PJM RECOMMENURTIONS- THIS.OESICN FOA;'RQOITIONRI SPECIAL BRACING gyp. f .: r; >• 112 24' 7" 211. .�TPII..SEE REQUIREMENTS. UNLESS OIHERYISE REWO, TOP CIOJRD SHRLL SP LORDING SPACING ! is •+. BOTTOM CHORD CHECKED FOR 35.0/1.25 24 ..0 ": i�. . 1$ PSF. 21{.' 7" MAX Livs LOAD..2X4/2X4 PITCH E TYPE --ALPINE UNLESS THESE SPECIFICATIONS FOR.LUMBER AND TRUSSES REQUIRE EXTREME CARE IN HANDLING, WARNING ' "OYT 76' ,gyp{ESSIO i}2��S pU 4.0/1.2 tl MPORTHNT** RLPINE CONNECTORS ARE 'FOLLOWED .FIND THE S BUILT IN CONFORMANCE WITH -UUALITY:CONTROL MRNURL" BY.•TPI, [TTAUSRSEEXPRESS OR ittPllEO. ERECTION RNO .DRRGING.''• SEE IBRRCiNG NOW TRUSSES; COMENTIRRY PJM RECOMMENURTIONS- THIS.OESICN FOA;'RQOITIONRI SPECIAL BRACING gyp. f .: r; >• A1�3 TO. �/� 7 n is SIOILC 8E NO.- YARRRNTIES _DF 'THIS DESIGN, GRLYRNIZEU STEEL .�TPII..SEE REQUIREMENTS. UNLESS OIHERYISE REWO, TOP CIOJRD SHRLL SP 7 CONNECTDRSHRE MRI✓l1FRCTURFO FROM 20 .GAUGE 07HEi14ISE SIiQUN MEETTNG REOUIREHENIS OF ASTM A44G GRADE R. CIOIRD WITH RIGID GEILINI: OR BARGING QE:. LATERALLY BRACED ' PITH PROPERLY'NTTRCHEO PLYWOODCDNNECTORS'.TO'ObTH �' 1981 FRCE6 AT EACN JDINT FIND LOCATE R6-611DYN. ' UNLESS D711ERWISE SHOWN. ` DESIGN SHERTHINGi-ADTTOM ' AT MRXIf11A OF ..10 - FEET' 0. C. ' DO NDT USE TH[fi DESIGNRDS v COPYRIGHT .: :.4i0'0t3442G WIDTHS FIRE 4' NOMINAL CONFTIRM.YLfH RPPLICHBIE PROVISIONS OF. •NO$ -77 AND. ■TP.T-78 WITH. FIRE RnMORNT TREATED LUMBER. . '' �7� l :• { 1/12/Bl A450,122 e-: TPI•-'TRUSS''PLIlTE .1NSTITUTE, ' _.NOS - NRTIDNRL DESIGN SPECIFICRTICN FDR YD00 CONS7RUCTIDN' `+ FURNISH A COPY Oa -THIS DESIGN TO ERECTION CONTRACTOR A M6 -COMM-: 35/.1'.25-16+14?. 5-.241 K x v _ COMMON TRUSS " 2F OAF. o:c. DOUBLE COMMON TRUSS 7'-0" COMMON TRUSS 2 T _OFF 6. 5'-0" COMMON TRUSS 3' -OFF 3' -0" 1' -0" 11-0f! EF, 11 _411 17 F -4„ i Min. 2'-011 0. C.. I 3' 1' '1' 3' 5LJ 7' 21-0" o.c. UP TO 3'0" SET BACK UP TO 7'-0" SET BACK 12 14 TYPICAL DETAILS FOR BOSTON HIP �. See truss designs for lumber & plate sizes. I� 2x4 ledger to`2 ' russ Fasten.ledger with four 16d nails at each 2x6 ledger to t ) I truss member as shown. Varies GENERAL NOTES WARNING pQoolot COIWECTORS ARE 20 GAGE GALVANIZED STEEL AND SMALL pnn pFarF�e 15 �f 1d[ SIpUIT.Oi THE TRUSS OE$16MER• �(�O `\'R IGN CRIT. .. REF BF APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT, PLATES SHALL 9E' MANUFACTDRQ NOR TRUSS FABRICATOR. PMOIIS ERECTING LOCATED AS SHO" ABOVE. A TOLERANCE OF W TO 10% OF GIVEN PLATE TRUSSES ARE CAUTIOM TO SEEK PRD) MORAL ADVICE REGARDING � LL_ REQUIRED TO PREVENT TW"JHG AREA ON ANY MEMBER IP PERMITTED. UNLESS THE ABOVE SPECIFICA. EUCr= BRACING �,,,S AIr M RE � - 20 p.s f Da t e 12=2 7-7 7 TIONS FOR LUMBER AND WOOOLOC COMNECIORS ARE FOLLOWED. THERE Q ) SMALL BE NO WARRANTIES OF THIS DESIGN. EXPRESS OR. IMPLIED. ANT) DaruFDING DIIRINc ERECTION• AND PERMANENT BRACING FFINCFI . Z/� '� L 14 ps f Drw . 201 717 CUTTING A FABR.CATN . REQUIRES EOUIPNENT WHICH WILL PRODUCE MAT BE REQUIRED IN SPECIFIC APPUCATIONS. SEE "BRACING MDDD SMJGSMTTIMG JOINTS AND PLATES. SEE -DUALITY CONTROL NANUAL- TRUSSES': COMMUUWT AND 'RECOMMENDATIONS: (TPI). TRUSSES o L �_ p S f En MB /RCB BY TRUSS PLATE INSTITUTE RPMENG . OVERALL LENGTHS ASSUME A- BEAR. SMALL BE ERECTED AND FASTENED a A STRAIGHT AND RUMS WG EACH END. BEARING WIDTHS UP TO B- MAY BE USED. PERMITTING POSITION. WHERE SHEATHING IS APPUED DIREMT TO TOP . Ld . 35 S i0/A Len .var ie s AN INCREASE IN OVERALL LENGTH ISP TO F'. DESIGN STANDARDS CON. CHORDS, THEY SHALL BE BRACED AT A MAX SPACING OF M D.C. FORM WITH APPLICABLE PROVISIONS OF -NATIONAL DESIGN SPECIFIC/.. WHERE NO OW CMING S A"UED DIRECRT TO BOTTOM CHORDS,�f - T R V S STNS TION FOR STRESSGRADE LUNGER AND ITS FASTENINGS' 1NATIOMAL THEY STMAL BE BRACED c E MAL SPACING OF IWO" TRUSSES . Fac • .2 Pitch 4/12. FOREST PRODUCTS ASSOCIATION) AND 'DESIGN SPEGFNCATIDNS FOR SHURL Q HANDLED MRB REASONABLE CARE DURING FABRICATION. LIGHT METAL PLATE CONNECTED WOOD TRUSSES' rMI. SHIPPING, AM ENECTIONTO PREVENT DU ACL / V % ac ing' see above Type BOSTON ".HIP 'rop CHORD 2x4 412 FIR LARCH BOT CHORD 2x4 412.FIR LARCH No wane or knots should occur in the plate contact area. It is'the responsibility of the fabricator to review* this drawing prior to cutting of lumber to verify that all data, including dimensions and loads, conform to the fabricator's truss layout -and the architectural plans/specifications. All plates are to be centered on the joint, left to right and top to bottom, except when located by'circle or dimension. See drawing 130 fore"plate locations on typical joints." 24" 24" 24" J-1 J-2 I J=3. i 1.2 1 4 1 ' 3x 3x4 � /�] � - — PARTIAL FRAMING PLAN COMMON 2'-0" — HIP TJ -7 81-011 1 J-6 J-5. J 3 _ J-1- - VARIES 24" . 24" 24"-�. J -r J-6 J-7 . I BEARING LEDGERS & CONNECTION BY OTHERS. BEARING LEDGERS & CONNECTION. r� BY OTHERS ,: - +`RJIaMa11 ACOrY OF TM OEaION TO H1�G710N C01 11AROlt '.._sp - . �LAT� Tf/E .ALPINE YDESIGN ...; ` � - IMPORTANT•': A41pE:eAMFBMD A1DONCT8.. O c-> s►wrwafr.aEoeiF sa+iwr,oEvu�Ta.� a+o.. T«EaE WARNINQ'T+ ATtouwE Exn1e+E CA1E M 1wO�r 0L.UA CT10N AND MACMD . s� -�wr-rr > wood n�uss�s w+e REoowHwATwws > ' # �,. , . CR IT,iTB C - o TC LL:'..16... PSF ._12/7/82 +;.:• S nowm+AW:OEwATWft 10. nsD�oNORrwr,14` IAIUJRE;TO 'Ti1E:naus N CONFORMANCE VATH THE: COMMENTARY m1.. scE TNS :or�cw -1011 Ao01110N111 RE0IRTo ..�' + e, TC Dl -PSF .255 379 _ �+ e sY •Oar:CDNTML-A M11MClr.TKA ~CON�ECTORSARTt rANlsAcrlA1ED mou.lbOMJOE:AIILYAM� 6TT uNLPdS FEouwe+eNWOF-AaTM ^40 ' yd41A1 : -MENTTt UNLM -OTHOWA5E r101MN. 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