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BLCK (003208) + SFD (003068)54260 Avenida Madero 003208 003068 Building Address 54-260 Owner T 6 lityl 4 QU& A ... P.O. BOX 1504 N o , 0 ' 78-105 CALLE ESTADO LA QUINTA, CALIFORNIA 92253 Address 732 Will aw ROM City Zip Tel. Pal= Springs 92260 322-1020 Contractor Stat! Construction comany Address 1ZiO I Tel. 8 Classif.3870 I Lia # 751 Arch., Engr., -' Designer Address Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 70 OO) of Division 3 of the Business and Professions Code, -'and my license is in full force and effect. ` r . . I SIGNATURE' DATE OWNER BUILDER DECLARATION 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, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division '3 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500): ❑ 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale.) ❑ I, 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 such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec..B. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION Ifhereby 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 Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is -for one hundred dollars ($100) valuation or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ anyperson 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 become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. ' CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address 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 I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip BUILDING: TYPE CONST. OCC: GRP. A.P. Number 774-232-•001-24 Legal Description Project Description 50' Retaining gall 4 t High Sq. Ft. No. No. Dw. Size - Stories - Units New ❑ Add ❑ Alter ❑. Repair ❑ Demolition ❑ Estimated Valuation ssA PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS IV t i1:;H i t -riNL Y ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date Permit Validated by: Validation: HARD COPY T CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR.. SO. FT. ® GAR. SO. FT. ® CARP. SQ. FT. p WALL SO. FT. ® SO. FT, ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET ' YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property'tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER ROUGH WIRING GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED REINF. LAUNDRYTRAY AIR HANDLING UNIT CFM METER LOOP 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. SQ. FT. ®c BATH TUB SERVICE SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL SQ.FT.GAR ® 3/ac HOUSE SEWER GRADING yd. $ plus x$ _$ ' LUMBER GR. GAS PIPING PERMIT FEE FRAMING PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING DUCT WORK ROCK STORAGE REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP.IEQUIP. ' ,'/FOUND. 6 /L_REINF. STEEL '' i3— %%% ^^ " GAS (FINAL) TEMP. POLE OUT WATER HEATER SERVICE FINAL.INSP. B D BEAM WATER SYSTEM GRADING yd. $ plus x$ _$ ' LUMBER GR. FINAL INSP. trCU. FRAMING FINAL INSP. ROOFING ✓ / / (/ ,/ l REMARKS: VENTILATION FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL THING/,I MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL mares i un a awash i un aini Nw, GARDEN WALL FINAL 4 4 QUM& P.O. BOX 1504 Building78-105 54-260 Avenida Madero LA QUINTAC Address CALIFORNIA 92253 Coachella Valley Land Co., Ltd, Address 732 elillianlzaRoad City lZip ITel. Contractor 732 bilii� Road City Zip Tel. State Lic. I City & Classif. A-,337934 Lic. # 751 Arch., Engr., - Designer Address I Tel. CityI Zip _ I State Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. _SIGNATURE DATE OWNER -BUILDER DECLARATION 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, after, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 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 permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). O 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, Buisness and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) ❑ I, 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 such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) O 1 am exempt under Sec B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of 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. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, I shall not employ 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 become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration it work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip HARD COPY No. 003068 BUILDING: TYPE CONST. OCC. GRP. A.P. Number 774-232-001--24 Legal Description Project Description Sq. Ft. 1463 DIMNo. No. DIN. Size 475 GARStories Units New Add ❑ Alter ❑ Repair ❑ Demolition ❑ 150' Bence ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 4%22%0"Permit Validated by: Validation: Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. $250.00 2 M" Plan Chk. Bal. $ 59.89 Const. 361.00 Mech. 33.00 Electrical 75. r7 Plumbing 99.00 S.M.I. 5-. 4 Grading _ 20.00 Driveway Enc. 20.00 Infrastructure 1113.45 TOTAL S2037,.5n S17F17.56 REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 4%22%0"Permit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEFS IST FL. SO. FT. ® $ 2ND FL. SO. FT. ® POR. SO. FT. ® GAR. SO, FT, ® CARP. SO. FT. WALL SO. FT. ® SO. FT. ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN URINAL WATER PIPING NOTE: Not to be used as property tax valuation BONDING FLOOR DRAIN MECHANICAL FEES FORMS WATER SOFTENER VENT SYSTEM FAN EVAP.COOL HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER GAS (ROUGH) GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED OTHER APP./EOUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM TEMP. POLE b12 Af- 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 SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL ��1YT SO.FT.GAR Q 3/ac HOUSE SEWER REMARKS: GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLU N UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE e6eOUGH PLUMB/O BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SE LIVROUGH WIRING/Q F / DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APP./EOUIP. REINF. STEEL GAS (FINAL) TEMP. POLE b12 Af- GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ —Plus—X$—=$ LUMBER GR. FINAL INSP. /C 7 r ,/WRAMING J!„/ . �') FINAL INSP. � ROOFING 1-1G—S -7LC ��1YT REMARKS: VENTILATION[ FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL N LATHING MESH ��I 1SULATIONISOUN9(- u FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Desert Sands Unified School Dist CERTIFICATION OF PAYMENT OF SCHOOL FACILITY FEES kA TO: City of La Quinta DATE: Department of Community Development 78-105 Calle Estado La Quinta, CA 92253 This is to certify that developer of . which is located at ,6 - p 7Ls anew (7 within this District, has paid school facility fees imposea pursuant to the authority__ generated by Government Code S ction 3080 in the amount of $-.'13,0 1 ( ) covering a total of / //p 4 square feet of (P -1 --residential or ( ) industrial/commercial development and that building permits for this footage in this development may now be issued by your jurisdiction. *-* a 8?.3. ot���D t-\ /7 1 0 foic/ DESERT SAND�-UN10IED SCHOOL DISTRICT y �White -cBuilding Depart/meant • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 Z O H U LU C0 U) V Q W cr [i Z O U w U) Ak t low IWF COUNTY OF RIVERSIDE, ENVIRONMENTAL HEALTH SERVICES DIVISION PERMIT APPLICATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM 7.7 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 73 z - C City ///� /� /j7 G fY% S %�fl /IV C, State Citi. Zip Code 92 Z & Z. Telephone 3-72 - le -7,,_> Job Property Address /' tAr �c�Y �'�... / IGL�C%LC'- C ty or,Community _ �t7cJ •�/� w4 Legal Description of Property. (Lot, PM, TR) j��+ L/„!JT 7+Z� OGC Z%1 6Z /T 2Q 'Assessor's Parcel No. PA�2C Water Agency. or - Well -Lot Size Z e-t^Ac f" C- e C '07 Use of Permit Planning Case # S 77 Z3 ?' ©Q/ � z � v��- SFD, MH Site Preparation Etc. h A - ZI Af7 Signature of Apph ant Date 'The above information must be vert/led from Building Application STAFF USE — DO NOT WRITE BELOW THIS LINE Initial Date Certification of Existing S.D. System required. ❑ Yes ©No Y r 7 WQCB Clearance required. ❑ Yes Q'No r i Soils feasibility report required. ❑ Yes ❑ No Detailed boring report required. ❑ Yes Q No f Detailed contour plot plans required. ❑ Yes ❑ No Staff Specialist approval required. ❑ Yes ❑ No Lot Inspection Date Soils/boring report by Project # Date Soils Map Page ' Soil Type( dC Approved by / �t Dated` ` �� Type of System: f No. of Bedrooms (1) Septic Tank Soil Rate Required ❑ Existing 0 New ❑ Additional ❑ Replacement Gals. (2)'�each line sq. ft. Sidewall allowanceInstall Line(s)—Ft. Long, i Leach bed Sq. (Bottom,t enc) ft. rock/ Sq. Ft. Ft. wldo'•wit min. inches Ft. of bottom, per running ft. "N/A rock below drain lines area Leach lines/bed-special design for slope: (3) Pit Diameter No. Pits Pit BI Seepage Pit total depth Applicable - N/Ay O factor / 6 , I� Max. allowable depth S' urden / This application is approved/6 nied.for the design of a subsurface disposal system as indicated on the accompanied plot plan using the requirements set forthinSection B a ove. 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 '1'U `f`'�Y+ �'�-' �� :71 r. n- � •�..a S �Y - 4 (2)\ Leach lines must be 100' min. from any wells including expansion area 3) Seepage pits must be 150' min. from any wells including expansion area �( ''!i7' .'rte• A /!' .�>�. .t • - � ,.., i _ �-. - � .�, Signature of Health Official ` ! - ju 1� r• Dater RECEIPT NO. ' Issued by Date District: ❑ Riverside M -Ind ❑ Hemet ❑ Perris ❑ Rancho Calif. ❑ Blythe Distribution:, WHITE—Office file YELLOW—Applicant PINK—Bldg. Dept. GOLDENROD—Pending File DOH -SAN -122 (Rev. 6/86) STEWART TITLE 4f COMPANY OF RIVERSIDE COUNTY 700 E. TAHQUITZ-McCALLUM, SUITE H • PALM SPRINGS, CALIFORNIA 92262 (619) 320.1101 City of La Quinta P.O. Box 1504 La Quinta, California 92253 ATTENTION: Dear Jerry, Jerry Herman April 21, 1987 As per our conversation this date, please be advised that a search of the records reveals that none of the adjoining lots included on the attached Exhibit "A" have ever been merged and there should be no problem issuing building permits on each lot. Very TruY Yours, .R. "Sy" DANIELS President - Desert Division EXHIisIT "A" PARCEL A: Lots 11 and 12, Block 207 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 20, as shown by Map on file in Book 19 page 38, of Maps, Records of Riverside County, California. PARCEL B: Lots 1 and 2, Block 223 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 21, as shown by Map on file in Book 20 page 22, of Maps, Records of Riverside County, California. PARCEL C: Lots 1 and 2, Block 254 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 24, as., shown by Map on file _n Book 19 page 44 and 45, of Maps, Records of Riverside County, California. PARCEL D: Lots 1 and 2, Block 308 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 28, as' shown by Map on file in Book 19 page 59 and 60, of Maps, Records of Riverside County, California. PARCEL E: Lots 23 and 24, Block 261 of SANT:'_ CARMELITA AT VALE LA QUINTA UNIT N0. 24, as shown by Map on file in Book 19 page 44 and 45, of Maps, Records of Riverside County, California. PARCEL F: Lots 17 and 18, Block 312 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 28, as shown by Map on file in Book 19 page 59 and 60, of Maps, Records of Riverside County, California. PARCEL G: Lots 4 and 5, Block 190 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 19, as shown by Map on file in. Book 19 page 33 and 34, of Maps, Records of Riverside County, California. PARCEL H: Lots 5 and 6, Block 157 of SANTA CARMELITA AT VALE LA QUINTA UNIT N0. 16, as shown by Map on file in Book 18 page 99, of Maps, Records'of Riverside County, California. +'f a i,Fte'.a , b :t�3'iti f " •i : (a r,'s `^w t✓. . ) t t t c' u r w ; f� it.,r t"f1 ti • •u� :.�?:•�f�.h.: � a. "' )t ,.�'�tr ^7• . i �ra�t r'i;. }i, Af..� .a :4 ��.�r ;i'.t.):,y �! t. - b-t�i ;�/•�k:V}.:f L�i':L�S:i'� 'A+Tr s.� i''"} �• ;4i '�! �' '1 •��:` '�,r'�.-r':'y`�'a_n ��f%,7;'ax9_�.i l.�.)< >"i`'�t'•,'. .'�!;'- :4:; �. t �µ.� �u tf•, `. i °h. � r k .. y ,� .( ; �i, 0, r T 9rju+jt - � •c � ,� r,f �7,�ti E� .q'�� �i .t t,• ../ .h jr :T.�J''cy::Y: -.� + f t•l:-did I{^�'tt r ,s •, . ... •>>a_,5r:.• ;'.52 � ' yfF it a};° .�:l+.'t:,>>;1 ;.. A W - f: 1 1. .)x'. f tt .fes '+. -:�•: pt's u.r' .,fn t, -� 11 v •�'''.•"ti• .. I 1 •�� '. f: ;^ �. '.. � -' , '.fir `. t 'L� ht4;i,� s � �`+ `. ,R s'i t� iL�`�`q{ :,�;,:. J:,,,,d'.?}•�t ;�'. ,t: :S':1 J-�f't: ....lt�,-).h�.. .. '`�' r. .. r l l� n: G. . .11. "G• ...: l: "S; i�� `r� .Y; •�� �fd•:� •"ri l"� '0, 11w MADLIN'S ENTERPRISES ENERGY BUDGET & MANAGEMENT CONSULTANTS P. O. BOX 1443 - PALM SPRINGS, CA 92263 (619) 324-1731 PROJECT: SINGLE FAMILY RES. PLAN A PREPARED -FOR: BAY SANDS CONSTRUCTION CO. JOB NUMBER: 10685 DATE : 06/30/.86 ------------------------------------------------------------ THE FOLLOWING INSULATIONS, FEATURES AND DEVICES WERE INCLUDED IN THE ATTACHED TITLE 24 COMPLIANCE ANALYSIS TO DEMONSTRATE COMPLIANCE WITH THE STANDARDS. -----=----------------=------------------------------------- ------------------------------------------------------------ WALL INSULATION - FRAME ................. ROOF / CEILING INSULATION ............... RAISED FLOOR OVER UNCOND. SPACE ......... SLAB INSULATION ......................... GLAZING U. VALUE ......................... GLAZING SHADE COEFFICIENT ............... GLAZING TREATMENT - SUNSCREENS .......... GLAZING TREATMENT - OVERHANGS ........... SKYLIGHTS ............................... VENTED ATTIC (100% OF AREA) ............. CONTINUOUS INFILTRATION BARRIER ......... VAPOR BARRIER ........................... ELECTRICAL PLATE GASKETS ................ HVAC EQUIPMENT EFFICIENCY ............... AIR TO AIR HEAT EXCHANGER ............... THERMOSTAT.....' .................. THERMAL MASS ....:::::........................ DOMESTIC HOT WATER ...................... R=11 BATTS WITH 1" POWERWALL BOARD R=38 NA NONE REO. .65 DUAL PANE 1.0 CLEAR* NOT REQUIRED AS SHOWN ON PLAN NONE REQUIRED NOT REQUIRED NOT REQUIRED REQUIRED 8.7 seer COOLING (HEAT PUMP) NOT REQUIRED SETBACK REQUIRED REQUIRED - SEE SCHEDULE HEAT PUMP ADDITIONAL NOTES ---------------- ---------------- * CREDIT TAKEN FOR INTERIOR DRAPES - NOT REQUIRED TO BE INSTALLED PRIOR TO FINAL INSPECTION. * GLAZING CONSIDERED TO BE CLEAR IN CALCULATIONS. OWNER MAY INSTALL, AT HIS OPTION. BRONZE OR GREY TINTED GLAZING WITHOUT ADYITIOANAL CALCULATIONS. ti • BUILDING DESIGN AND EQUIPMENT SUMMARY Page 1 of 3 FORM S BAY SANDS CONSTRUCTION - JOB NO. 10685 ________________________ PLAN A - ENTRY T� i EAST - LA QUI NTA i SINGLE FAMILY RESIDENCE - SINGLE STORY i ----- -----------------� _ HEAT PUMP WATER HEATER - REVISED CALCS !(plan check) permit #) 1 CLIMATE ZONE 15 ---------------------- (checked by) Building Type: .Single Family '----------------------' ' Documentation Author (Serial # DEMO): .(date) MADLIN'S ENTERPRISES P.O. BOX 1443 - PALM SPRINGS, CA 92263 --------- _____________� 619-324-1731 Enforcement Agency Use Compliance Method: POINT SYSTEM Date= JUNE 30 1986 =-------------------------------------------------------------------------- BUILDING ENVELOPE DESIGN Total Conditioned Floor Area: 1397 sgft Insulation R -Value Area POINTS SLAB PERIMETER Type 1: R- 0.0, 16",1 fit 1397.0 sgft Type 2: ' -4 RAISED FLOOR Type 1: ' Type ' Over Open: CEILING Type 1: R- 38.0 1397.0 sgft Type 2: i +4 Attic: 100 % i WALL Type 1: R- 16.5 (assembly.) 1591.0 sgft Type +0 Glazing U -Value ------- % Area ----------------- WEST Type 1: 0.65 4.2 58.0 sgft -2 Type NORTH Type 1: 0.65 7.3 102.0 sgft -6 Type 2 EAST Type 1: 0.65 2.3 3.0 sgft +' Type 2: SOUTH Type 1: 0.65 1.3 18. 0 sqf t +' Type SKYLIGHT Type 1: +0 Type MOVABLE INSULATION: None +0 INFIL.. CONTROL: MEDIUM: Standard Infiltration Control Features -1 with Outlet Plate Gaskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area -------- ---------- ------=--- Interior Conc 140 164 sgft i +6 BUILDING DESIGN AND EQUIPMENT SUMMARY Page '� of 3 FORM BAY SANDS CONSTRUCTION - JOB NO. 10685 PLAN A - ENTRY TO EAST - LA QUINTA Climate Zone 15 -----------------------------------------------7--------------------------- Shading S.C. % POINTS WEST Type 1 0.66 4.' -8 Type NORTH RTH Type 1: 0.66 7.3 +0 Type EAST Type 1: 0.66 2.3 -3 Type SOUTH Type 1: 0.71 1.3 +0 Type 2 SKYLIGHT Type 1: +0 Type ._ SOUTH OVERHANG: 2.00 fit South Glazing = 1..3 % +0 MOVABLE INSULATION: None +0 INFIL.. CONTROL: MEDIUM: Standard Infiltration Control Features -1 with Outlet Plate Gaskets THERMAL MASS: -See Thermal Mass Calculation Worksheet - Type Material Area -------- ---------- ------=--- Interior Conc 140 164 sgft i +6 BUILDING DESIGN AND EQUIPMENT SUMMARY Page 3 of 3 FORM 2 BAY SANDS CONSTRUCTION - JOB NO. • 1®685 PLAN A - ENTRY TO EAST - LA QUINTA Climate Zone 15 ------------------------------------ ------------------------------------- HEATING, VENTILATING & AIR CONDITIONING SYSTEM POINTS Space Heating and Cooling HEAT PUMP Floor Area= 1397 sgft Brand & Model No: ---------------------------------------------- ' Heating Output (Qu/hr): ---------- --------------- EER = 8.7 Cooling Output (Btu/hr): -----------==------------ Domestic Hot Water System: HEAT PUMP Brand & Model No: ---------------------------------------------- ' Tank Size (gallons): ------------------------------------------- TOTAL POINT SCORE POINT COMPLIANCE GOAL (see calculation Wbrks.heet) +7 85435 MIDDLETON AVE. r' "�',`• .. THERMAL, CALIF.. 922 (714) 682-9025 •';' ROY` G . :'PALMER Consulting Engineer. 585 Iowa Avenue, Riverside, Calif'' .92507 Date 2 - 26 . 79 CALCULATIONS J.N. SHEET l OF 1 U. UL Z I ' O ILI X d . — — -+ Tj I f -7�- L1 I-Truss WEBS 2X4 03 HF, YL, OR SO.P--UNLESSI 3X4 124' 7" R1 4X4 24. 7" 5X4 124, 7" 1.5X3 24' 7" 9.00 8EE DRWG# A138 FOR PLATS LOCATION AND ORIENTATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF.PAIIEL 1/4 -POINT. tg 4 EO. TC PANELS 2 EO. BC PANELS HEASURED PROM INSIDE SCARFS 2X5 24' 7" 2X4 29'18" KIN BRG SPAN 3.58" 24' 7" • • BOTTOM CHORD CHECKED FOR 211' 7" MRX 10 LIVESF PLRTE TYPE --ALPINE LOAD ■RIMPORTANTmit UNI ESS MESE G.PECIFIpinas FOR Iur11tER nun WARNINGTRussEs Rt0U1RE EITREIIE MAC IN lffM.INGL (.PINE CDw1EC10RG 111E fOLL0YE0 Mtn 111E ERECTION AM BRACING.. CIE _11114-16 IRuGSEC BUILT IN IXWORAIME Yllll -UIInLIIY CONIRM Min.- BY •IPI, IONCIN: 110611 IRMGM CIMNTARY IM R1.COIriCNIAIlONG- 110'AE Sin 1. OE 110 111TRANIMS a' 11115 ACSICN EXPRESS INInPI Ifl). AM. SEE ALIS OESICI! Fell IY10111OML SPECIAL SAUCING (.PINE GANNCClIMl9 ME NVAllN Nitro FAon 20 GIIuGE CaMiNI1E11 SIEEI Ri0ulREffNIS. UNLESS 011171111SE REO'U, IUP CII3110 SIAML INIESS 011[RYISE JI11NN 11rkTING REo011REHLNIS OF ASIM 11446 MAE R. BE MIERALLY BYnr0 111111 PROPERLY HII1CIEo PLY11o0r1 M'PIY L7J1111EC1oR5 TO alll ML. -G Al mm JDINI IMO LOCALE OG 61(11111. 6HEH111U11:, BOITOII C111AI0 VIM 111610 CEILING OR BRACING Bk MING 1010116 ARE 4' WAIINAL IMIUSS DTHERYI IE LHRH. Oi1:ICN RT tMIMA OF 10 FEET 0. C. 00 NOT USE 11116 DESIGN S111N111A09 [oNI11NN 111111 IN" IGJIRIE PRU4ISIINIS IIF .NA!•Yl IRO 61P1•T11 I 111111 FINE RT11YtlANI InERlfO fill ol. .-•11'1 - 1RUSS PLUIr INSIIIUIE. LOS - NATIOIIAL O[SICN SPECIFICRTICN FOR NOW CONSIRLCTION 0 0 0 0 0 0 0 0 0 0 0 0 ^0 0 0 0 11" LORDING SPACING o 0 0 CMSTRNDRRD= A 4.0/12 0 0 0 0 0 0 0 0 0 0 Q 1 Eo 0 ,RLP 0 0 0 0 �TR�66 A o ALPINE ENGINEERED PROOUCTB1INC. P.O. BOX 2225 POMPANO BERCHIFLORIOR 33061 'L 305-781-3333 DESIGN CRITERIA UBC TC LIVE LOAD - 16.8 PSF TC DEAD LOAD - 14.8 POP •� BC DEAD LOAD 5.8 PSF TOTAL - 35.8 POP OUR. FACTOR 1.25 SPACING 21.8" OC F I R OVERALL SPANS LARCH 2x4 TC 2x4 SC 2488F -2.8E 24' 7" 24' 7" 2258F -1.9E 24' 7" 24' 7 M 2148F-1.88 24' 7" 24 • 7 s 1950P -1.7E 24' 7" 24' 7" R 1P88F-1.6E 24' 7" 24' 7" 1658F -1.5E 24' 7" 23' 8" 1459P -1.3E 24' 7" 21' 9" 01 MC -15_ 24' 1" 24• 7" V I rl 02 MC -15 24' 7" 24' 7" 1-21' 24' 3" 22' 9` s 02 24' 7" 11" LORDING SPACING 35.0/1.25 24.0" I 2X4/2X4 PITCH 42tlBS QU 4.0/12 ;� ;�,>. SPANS TO 24' 7" COPYRIGHT 1981 4080442 C7 1/12/61 A450,122 To PwvIDE n00ITIONRL LORD CRPRCITT 09 BMW IN TABLE RT RIGHT. 6CR86 MUST 8E CF SAME SIZE FIND GNIlOE R8 BOTTOM CIIOiO': RNO 6116.1. BE RTTFICIIED IN TIE BHDfiI TO GIRDER UBIND TIE MIII:TIPLE'IEPOERI RTI ICIMM 613FOLLE B&OV THE.BPIN'MJLEI IF SPLICE 78 REDUIREO IN GM. IT. IB PREFE UIDLE *TO LOCRTE SPLICE q' OR; NRE 1 FFIOM BOTTOM DIORO SPLICE. CONNECTOR PLATES FIRE REOUIREO.ON BOTH FHCE8 OF WAR RT SPLICE FIND SIfILL DE R 1118' N 2X4 P 2X6 R 2X4 •ONE BLOCK T 2X8 2XS & ONE BLOCK 210 • ONE BLOCK 210 # TYOOLOCKB : - TOB 2X8 0 TLOCKB1- - Pr R 7RIJ99 GPM DEFINE OLDER REQUIREMENTS REI? FOR BLOCK NRTLING RDER DnTn. n000T 6x10 5x6 W/S' 2x4 1 Ul S S SINGLE DOUBLE 19' 0' 28' 27' 5'P 27f 5' q0" 0-P 90' 0'P g0` 0'P I5' 0' 29' 1'P 24'10'P 24110'P 10 " 0'P 40' 0"P q0. 0"P !8' 0- 22' 4"P 22' 7"P 22t' 7qq'P q0' Q-7 q0' 0'P 40• !0'P l0' 0' 1D' 3`P 0• 3"P 101 3'P 10'.O.P q0' 0"P g0t'0'P 10' q0.0 40 0'P 18' 0' 18' .7"P 18' 7'P 101-1-P 37"5-P 40'. 0'P q0" PIP 20" 0' t5' 0-P 15. 0-P 151 0'P 3q' 8-P 38' 2•P 3S•.2 -P 21 0-' 3' 5'P 13' SIP 13f 5`P 32''S'P 35' 3' 351,.3"P 22' 0- 12' t'P 12' 1'P 12f VP 30•'57 32' 57 32•'5"P 23'':0' 10.10"P 10.10'P lOf•10-P 28''5"P 29. 8"P 28•:8- 29'•' 0' 8' 7'N 8' 7"N 81!7"N 26'10"P 27' 3"P 27' 3`P 25'• 0" 8' BIN 8' 0"N 0!' 0'NN 25"t? 25' VP 25"31 27" 0' 0' 7'N 0' 7'N 0f' 7'N 20 0'P 20'10-P 20'f0"P 28' 0'. 5' 6-0 5' BIN St! SIR 18'107 l9't0'P 16,10-P 29' 0' 4'10'N 9'10-N 4f10`N 17 "0-N 17' 0-N 17"•0"N 30' 0" 4' 1"N 9' 1'N V 1"N 15 " q"N 15• q"N tS,!q'N ---- ---- ---- 13' 8"N 13' 8'N 13"'U'N 32' 0' ---- ---- ---- 12' 2'N 12' 2"N 12'. 2-N 33' 0' ---- ---- ---- 1011D'N 10'10-N 101110-N 39' 0' ---- ---- ---- 8' 8"N 8' 8'N 9" 8"N BOLT TR GB 6 MIST BE SUPPORTEDRC PU6 6CIED. 2x8 ©xR/spl • 8x8 10x10 320-7x9 IQx10/spl WWI. alt.stll: 4 ED. TC ' PNLS AND 4 EO. BC' PHLS- IRUER LENGTH TRIPLE • 0'N 40' 0'N 40' 0-N 0"0 q0' 0'N 40' 010 ' Q' q0' 0-N 40' 0'N ' 0'N q0' 0`N q0' 0`N ' 0"N q0' 0'N q0. 0'N 0'N q0' 0-N 90. 0-N ' 0"P q0' 0'P q0' 0"P 0"P 4Q' 0"P,40' 0'P ' 0" g0' 0-p W. 0'P ' 0'P qQ' 0-P g0' DIP • 0`P q0' 0"P q0. 0`P • 08 1; 3118:400; 3e:Ion ; ' 10"P :k510"P 35107 ' 8"P 32' 8•P 32' SIP 0'P 30' 0"P 30' O'P • 2'P 27' 2'P 27' 2'P ' 9'N 2q••HIM 24' SIN 3-N 22' 3'N 22' 3'N 0`N 20' 0`N 20' PIN RG ERCII LRYER 16 FIPPLIEO. CLINCH RLL NRILS IN 2 MEMOER GIRDERS:. 4.00 R--NRILSs: TC 8 IN DC:: WEDS 16 IN DC 2-30 B--NnILG42 BC RNO/OR 6CR8 4 IN DC C--NnILGa: OC 3.0 IN OC: GCnOS 4 IN DC O--NRILGG: DC 3.0 IN OC: SCABS q IN OC E--NRILG&: SC 2.5 IN OC: GCRBS 5 IN OC aF-DNE .5" T11iU BOLT MnYI DE SUBSTITMEO FOR EVERY 2 NRIl6. IUOL NAIL WICING- 10' MIX). 2.0" MIN. BOTTOM EDGE DIET. 0--noo '.5" 111RU ODLTS RT ERCH BC PNL PT 194D EHCII SIDE OF OC SPLICES. NOT REO. FDII OC IF SCHEDULE 'F' 16 USED. ■EIMPORTI1NTsa i i 'C0184-MORSCF'yl[I F'OLLOYEO IWU THE �NFlRNING �II"+cXIIiON TWO 0RE 11110u. C(TIGL'EN 11�10LI�GL 1NIIIXEG UIJILI IN CONFO11111WIT VIIII 'OIJRLIIY CINI1Ra. IUWIXIL- UY •IPI, IUIIIU:ING VOMIT iIIUSSE6: CUftIENTRRY RNI IIL'CIMII1rmmuN6- IIIERE SIIII.I. 11C NU VIYUUINIIEU W 11119 IYSICN, EXPRES:1 OR In -LIFO. •TI'll. SEE 11119 DESIGN FOIE IYIUIIIONIL SPECIAL BRACING a 1ILPIN: CONNECIURS ME NINFIICTURED 1110H 20 GITUCE WILVIWIiEU STEEL IREUUIIIIIENN. UNLESS OTIERVISE REO -U, TOP C111110 SHUL UNLESS OIIIERVISE SIpVN, METING REDUIRFIENTS OF ASIA 8446 GRADE R. UE 1RIL1111LLY OHFICED 1111H PROPERLT 01111DIED PLYWOOD ra 13d 2. FI-P1.Y CONNECIONS TO (10111 FACES 111 EIU:II .JOINT RNl LOCHIE RG GIMN. •SMIIII11N0, 60I11U CIURO VIIII RIGID CEILING, OR BRACING p _ UERRING 910110 RNEq' NM11NE UN1M OTIERYIGE RIUVN. DESIGN IRT n1XImm OF 10 FEET 0. C. M NOT USE 11116 DE61GN ST11101R09 CONFONU VITA RMLICIMPE PROVISIONS OF .N19-71 FWD •1P1-70 •VIM FIRE NE1N100NT THERrED IMER. f4?Q�CAUIOp� •--TPI - IRUSS PLATE INSTITUTE,, NOS.- NRTIIWIIL DESIGN SPECIFICATION FOR YOM CONSTRUCTION N MULM PAY -ALPINE ENGINEERED PRODUCT91INC. P.D. Bnx 2225 ' PD1fPRN0 BERCHIFLORIDR 33081 A- 305-781-3333 DESIGN CRITERIA UBC 44 TCILIVE LOAD - 16.5 PSF' TC'DEAD LOAD - 14.8 PSP BC DEAD LOAD a 5.8 PSP TOTAL - 35.8 Par DUR. !ACTOR 1.25 FIR -LARCH TOP CHORD 2X 4. 01 HOT CHORD '2X 8 #1 WEBS 2X 4 #2 LORDING '35.0/1.25- 2)(11/2X0 PITCH 11111(TS PR 11.0/12 1 SPANS • TO. 34' 0' ' i COPYRIGHT 1981 1 4888484 4/28/81 DRAW# A498,134 a+,n,e.vv.„ r rnuv nr TIITR IIEST(:N orn t`VVr.9•TnN mmTRAr-1-nN • A-w-rom"- i5// 95-I F+1/+ S- -- ��1T�X7777■s■ft■moi 3X6 36'_fl: 3X5 34' 3X4 38' ABBOUT 5X6 5X5 134, 36' 7" I 5X4 5X6 8" M I.SX1 7" 1.5X3 136, 34' 8" 1X3 36' 8" 3X4 2.5X4 5X6 36' 7" 5X5 34' B" 5X4 38' 8" 3X6 36' 7 3X5 34' 8 3X4 36' 8 WEBS 2X4 M3 IIF, FL, OR 50 -P --UNLESS SEE DRWG• A138 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1/4-P0INT. 4.00 4 EO. TC PANELS 3 EO. BC PANELS MEASURED FROM nX6 36' 7" INSIDE SCARFS 34' S" 29' 7" 21' 9" MIN BRG SPAI1 _w� 3.50" 136' 7" �+ BOTTOM CHORD CHECKED FOR 18 PSF �.r------_- Ifi 7" MRX— ""1 LIVE LOAD PLATE TYPE--RLPINE UMESS. �"'w` TRUSSC5 RCOUME EIIIRElE CI1RE E ICLI-IJUT-16 uDnESS. no- EPEC'IFII�i110N5 FOR LII1fdR "' WARNING ERECTION ONO URRCINI:. 613E vYT 76L **IMPORTANT** ALPINE CUF9U:CI0NS fTtE FOLLOWED AND 1113 1R1PSEG BUILT IN CONFURMCE VITA 'IIR1L11f Cuttla I IMJM' UY •lel, fUN11GINi 9000 IflUSSEG COIt1EN1HRY AND REC0111EIDRTIONS- THERE SIML BE NO 911RIf 1flT1ES OF IVIS Amu, EXPRESS OR Iwt IEA. •iPll. SEE THIS OE91GN flVl AOUO IDIAL SPECIAL ONIICIN: ALPINE COHN:CTONS FIRE 1111HUFnCIUREU FROH 20 Gila GALVANIZED STEEL REDUIRElE09. URLESS 0111EOVISC RED -0. TOP C111Vt11 SIAL UN ESS OTIIERYISE 5111VN METING flE0111RE1tENIS uF 115111 mr. GRACE R. BE UfTERRLLV ORRCEO 1 I1H PROPERLY R1TKNED PLTV000 TV'PLY 1.1MNEC10RG 70 Uh111 FACFS Hl Enm .R)IN1 HDD IOCRIE OS GIWN. 61T:RTNINC, OOTTOII CIDHO O. C RIGID CEILING IIA 1)"'NG T,1 TEARING 910111; OHC 4" NIDtINII. IMI LLG 0111EINIGF Gtl)YN. DESIGN Al tMlt%l t1F 10 fIRf 11. C. 00 NDT USE 1H1G flL61L11 GIRWIRDS CONF011H VID, APPLIC1181E PROVISIUIN OF OM -11 IVIG 01Pf-70 Willi FIRE RE1RItl111N1 1NEATEQ lUnOEfl. •--TPI - TRUSS PLATE INSTITUTE, MTS - NRIIONRL DESIGN SPECIFICATION FOR V000 CONS1RUCT10N C= O O O /� Q p 1= C] C o G O' o O o 0 C=3 �9TANDARDo A o 0 0 0/ o 0 QRLPZEo c= 00 0 C=cm o TRUSS o ALPINE ENPG 0 E 80X0 22205QUCT8, INC. POW'RNO BERMFLORIOR 33081 305-781-3333 DESIGN CRITERIA USC TC LIVE LOAD - 14.8 POP TC DEAD LOAD •+ SC DEAD LOAD " 3.8 PSF TOTAL 35.5 PSF DUR. FACTOR 1.25 OC SPACING FIR OVERALL SPqj537 LARCH 2X4 TC 2X424REP-2.OE 36' 7" 36'225SF-1.99 36' 7" 36' 7 „ 2108P -I . SE 36' 7" 36' 7" 9 1958F -1.7E 36' 1" 36' 7" R 1888F-1.613 35' 8" 33' 0" 1658F -1.5E 33' 18" 33' S. 1AARP-1.1E 31' 11" 38'8" Y1 HC -15 35'e" 1 41 34' S" 33' 11" 82 MC -15 33' 1" 31' S" S 02 31' 4" 38• 5" LORDING SPRCING 35.0/1.25 24.0" M/2X4 PITCH 43WTS FI 4.0/12 „ SFRNS TO 36' T" COPYRIGHT 1981 1888443 ��(yc1►t!o /12/81 A450,123 w_..c_rn►.q_ iS/1 9S-18.14+ 5- 24 y BOTFM GAR00 MT BE REINFORCEO PITH 6CRIII TO PROVIDE RUOITIONITL LORD CAPACITY 89 ' BIWN IN TFIBLE AT IIIHaFT. SCABS TMST BE OF BINE SIZE RNO GRROE M BOTTOR:CHORO RNO SlifLL BE RTTRCIEO 1N THE SIIM TO I' GIRDER USINWTHE IMI.TIPLE W"ERII.- RTTFaKNT SCHEDULE BELOW THE SPAN TfAUL' 1F SPLICE 18 REOUIREO IN GCRO, ITIIO PRITETUME TO LOCRIE SPLICE 4' OR, ITRE . I FRIIM BUTTON DOW SPLICE. CONNECTOR PLATES FIRE REOIJIREO.ON BOTH FACES OF N 2X4 V 2XB + ONE BLOCK t P 2X0 X 2118 1 ONE BLOCK R ?X4 # ONE BLOCK • T 2118 • TWO OLOQW T 2XB Z 2XB * TWO BLOCK81 LETTERS RFTEH TRUSS SPAN DEFINE IN) OTHER GIRDER DATA. R80UT 7x8 C I 2x8 LOx10 spl :K NRILING 14' 0' 15' 0' IB' 0' In, o' ID' a' 20" o 21. a- 22' a- 23'.0: t4':, 0 2s' a- 20' 0' ?I" a' ?8' 0' )8' 0' . H, a, 12' 0' 2x4 LI A1 . 1 I I L I J I � 1_I 8x8/sI)1 8x8 S20 -7x9 8x8 S20 -7x9 10x10/ Alt.spl. alt.spl. spl IRDER LENG ­�-r U S D SINGLE ' DOUBLE 28' 17 26' 1? 261 1'1, 23-10-P 23.10-P 23110-P 21'10"P 21.10'? 21110-P 20' 2'P 20' 21, 201 2'P to, 0"P 10' DIP lot 0'P 17' 3`P 17' 3'P 171 3'P 1Q' 0'1, 18' 0; IBI' 0'; I qq' l I IS 14,11 14111" 14' 0'P 14' 0'P lyf a'? 13. 1'1, 13' 1'p 131 1'P 12' 0'P 12'•0'? 12t --`0'P 111 1'p 10' 4`P 10' 4'P 101'1, 4 B' 7`P 9' 711, B! 7'P 6110-P B•!0'P 61101P B' 2'P B' 27 Of 27 7' 7'N 7' 7'N 71. 7'N 7' 0'N 7' O`N 7F' 0'N 0' 5'N B' SIN 8" 5'11 5'11"N 5'11'N 5!ll"N 5' SIN 5' SIN St; SIN 0 0'1, 4IY 0'P 40DIP a, 10-11 40' a'p 40' 0'1, 01101P 40' 0'p 401TI"P 0110'P 40' 0`1, 404'01? 0110"P 40' 0'1, 40' 0'P a' 0'1, 40' a'p 40'' 0`1, 114``1? 37.11-P 3711-P 51 AIP 35' 8'P 351, 8'P 3' ' 8'P 33' 8? 33" '8 "P 1'11'P 3111? 31'ftl-P 9''G'P 28' SIP 28' 8"P 71101P 271101p 2711011, 0" 'P 20' 2'p 20' •2'P 4' �'P 24' D•P 24' DIP 3'•57 23' SIP 23' S -P 2-0-P 22' O'P 22 � •0'P O"B-P 20' D'P 20' 9'P 9116'P 18' alp 18' 8`P 0' 5'1, 10' 5'P la' 5' 7113"P 17' 3`P 17' 3' e113"P 18' 3'P 18'' 3`P TRIPLE ' 0'N 40' 0'N 40' 0'N 0'N 40' 0'N 40' 0'N 0'N 40' 0'N 40' 0'N 0'N 40' 0'pp 40' DIN 0"N 40' 0-N 40' 0'N 0'N 40' 0'N 40' 0'N '0`N 40' 0'N 40' g'N . O`p 40' O"P 40' "P ' 0'P 40' 0'P 40' 01, '0'1, 410,100P 40' 0'1, ' 0'P 40' 0'P 40' 0'p ' 0`1, 40' 0'P 40' 0'1, 0; 40' 0'P 40' 0'1, • 0'1, 40' 0'p 40' 0'P 0'1, 40' 0'P 40' 0'1, ' 4'P 38' 4'P 30' 41, 8'P 30' RIP 30' B -P ' 7'P 34' 7'P 34' 7'P 'IL'P 32•11'P 32'11'P ' 2'P 31' 2'1, 31' 2'P ' S'P 29' SIP 29' 5'P AS EACH LRYER 16 FIPPLIEO. CLINCH RLL NRIL6 1N 2 MEIIOER GIROER6.- - 4.00 R--NRIL6s: TC 8 1N OC:: VE06 10 IN DC 2-30 8--NRIL6s: BC RND/OR 6CAD 4 IN DC C--NRILSs: OC 3.0 IN OC: 6CROS 5 IN DC 0--HRIL6s: OC 3.0 IN OC: SCADS 4 IN OC E--NRILGs: OC 2.5 IN OC: GCAOII 5 IN OC ■F -ONE .5' THRU SOLT MY 8E SUBSTITUTED FON EVERY 2 NRILB. IDOL NAIL GPRCING- to' M110. 2.0' MIN. BOTTOM EDGE DIRT. G --nM .5' THOU BOL76 RT•EAGH 8C PNL PT IWO EIICII GIVE OF OC GPLICE6. NOT REO. FOR DC IF WIEUME *F* -IS UGEU. II IMPORTANTIm. LNIESS IIIESIZ GPECIFIEAIIONS FOR WIRER AI9) I MUSSES REQUIRE EXTREIE CME IN III1 llrL IV.PINE COMECIORG ARE FOLLOULO A111) ME INFlRNING ERECTION All) I111ACM. ME 11ur-76 TNUSiEG QUILT IN COM=IXIIUTA:E 111111 111111LITT CANIROL nMAt' UT +11'1 IIIIIII:IN: VIM TOU'SAM CIAMEN111NY 1111) RECOIIIENLIIT10115- � e WERE WILL BE NO 91VVIIINTIES OF MM OESICN, EXPRES9 ON 111'111.11. •TPII. SEE MIS DESIGN FOR FI)UITIONLL SPECIAL URACING 1V.PINE Cl1NNEC1IXIS IVIE MIIMFIICI"PER F'RUH 20 GIKM GIILVINIZEU SIM •IIEOOIIIL1IN19. UNLESS UIICRVISE REO'U, IUI' Cluxto Sir" H LIM ESS OIIIEI(YISE SI119N, METING REOUIREMINl9 OF 161" A446 MIX 11. UE LIIILAnLLV 61110E-0 111111 PRIMLY N1111.11E0 PLYVUOO 176;3. 111PLY CONNECIOR6 10 00111 F1`I16 Hl EACH JOINT AND LOCATE A6 SIUYN. -611En1III6G, SUTT011 ClI140 V1111 RIGID CEILING OR GAMING UI:IIRING 910111: ARE 4' NXIINIL MESS 0716EMMISE 6IUVN. DESIGN InT NIXIIIM IF 10 FEET 0. C. 00 NOT USE IRIS DESIGN SIRII1I1109 CONFIVIM V101 fil".II:I101.E PROV19111N9 OF •1411947 HNU •1PI-79 I VIIII FINE HEIM01111I TRERFEO 1111VIER. or tIU10�+I •--TPI - InUSS PLnIE INSFIILIIE, N)9 - NITIONIU. UTSIGN SPECIFICnnDN FOR 9001 CONSIRMTIUN NOV 2 2 1§92 o. o. o 0 iT R uum MAY Y IME 1 4. :ALPINE ENGINEERED PODOUCT811NC. P.D. Box 2225 ' POIWRNO BEACH, FLORIDA 33081 .A 305-701-3333 DEBIGN CRITERIA UBC 46'TC .LIVE LOAD 0 16.8 POP TC DEAD LOAD - 16.9 POP SC DEAD LOAD a 5.9 POP TOTAL a 35.9 Par DOR. FACTOR 1.25 80- LIVE LD RED& USED (UBC 1 FIR—LRRCH TOP CHORD •2X t• 01 BOT CHORD • 2X 8 #1 . WEBS 2X 4 #2 4=umd %a LORDING 35.0/1.25- 2X11/2X0 5.0/1.252X11/2X0 PITCH GGI(TS PP 11.0/12 SPANS TO 311' Dal COPYRIGHT 1981 4999486 6/29/81 DRAW# A498,136 rtIRNTRIF n rnpv nr TATS I)FSTrN TF1 FRR(:TTON rnNTRArTOR A-w-rnNN- S- -- 'JOB 1 `'PA DUNLEV_: 1,:, TY- L -k TOP CHORD 2X4 MSR -SPF 165#F -1.5E BOT CHORD 2X4 MSR-SPF145OF-1.3E WEBS 2X4 SPF lit WEBS 2x4 SPF #3 TO BE USED FOR HIP 02 & #3 NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. 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 FOR "PLATE LOCATIONS ON TYPICAL JOINTS." DIRECTION OF ELONGATED HOLES IN SQUARE PLATES MUST BE EITHER HORIZONTAL OR PARALLEL WITH THE CHORDS. TRUSS.DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS OF SCARF CUTS EXCEPT AS OTHERWISE NOTED. 2'-0" `i3 HIP �\-�21—U" #2 HIP 5x7 `-Xi 3X� 2 COMPLETE TRUSSES REOUI.RED FASTEN TOGETHER WITH : 16D NAILS #1 HIP ONLY TOP CH ------------------ 11" O.C. WEBS ------------------ 12" O.C. BOT CH ------------------.16" O.C. IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S TRUSS LAYOUT. * BOTTOM CHORD CHECKED'FOR 1B PSF LIVE LOAD. COTr7ENTI011AL FRAMING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK ADVICE BY LOCAL . PROFESSIONAL ENGINEER REGARDING CONVENTIONAL FRAMING. + 2x4 #3 Hem Fir or better continuous lateral bracing 3'-0" o.c. maximum spacing. Attach to each top chord with 2-16d nails. Bracing material to be supplied by erection contractor. #1 Hip designed to support 8'-0" jacks with no webs. 8'-0" .'1 HIP This drwg also specifies design for,common hip trusses. Use same 4.00 configuration & plates \` 01 24" o.c. spacing (Iply) . 3X7 Extend top chord to Ilia rafter & support every 41-011. Brace flat top chord with 2x4 lateral bracing @ 24" o.c. Fas to each chord w/2 -16d nails. 'LnTE TYPE- ALPINE SEAN --579303 FURNISH Fl COPY OF THIS DESIGN TD ERECTION CONTRACTOR SPA 1 .tlLT'-fKT.iO:��fTT_2'�:,R '.�r.1C•L^..:'TTA.•!>i'�T�'�9f�+^T-•T-.^.:�+^.T^-II•.fr-.TT:1tR�: ^...4�.^t'Z•-!_,-�- r. --..-L L%fHLI: LME C-1 :'-I C7 t"_'t t`:1 \.L%SU °tiU:UC!5, IAL'. ii, i.tiiiih L\INL'L •LIuiE �IPIFURTANT-t a NL;,LI:>IIVT PNT wnrNING . 1.:::.:�,. ehi!:II:29 iwn r.-:1 ._� , !;R Iu• Ipy!p, y , .• .� � �� , �pOEESS/O Ci.r 11 IIIIv rcl;rt :NL51 EPL:i'n1!:H rRU Llf'':14J. .IE I:'. .^. ':'"..•.3 �'L.11 � C -j I; C:1 I -u IVIS Lti:;IGN CR TINT 01LU1L' 10 CGILU INC TRUSS IN CCNr CIR11OCE CL`."t�N11Elt orc gECLr:!NDn:;n,r-.TI1. C7 C7 VIIH lll' -OIIPI.I11 ECNIRUL -rhL k- DT IPI. ItVINt CIINNE'ToIS Illl i UESIGN VCR II!^!Iil•YII. SPL'CIIII. PEI011- u 419% U ....:, t=] Ll ONE MNI;IHCIWCD /'Hutt 7C SA16E CnLIRNILLU SILLL L'NLESS KNI BRACING RLCUti11'r1NiS. MASS OIWHVISE LPINE o OTHERVISC 5!1CWN, METING RLOIIIHEPCNU C' IGin 8446 GRnIL R. SH:VN, IOP C14.•40 Vu,LL CE LRILR!LLI 0R1'L'ED PLo 11671 O o IWPL1 LONNECIORS TO BOTH FFICES AT EACH .AINI AO LOCATE AS WITH PROPE131 ATTACHED PLYWOOD SIERIHINC, {>, U TRUSS O ,IGEN. 0I'AIIWC WIDINS SIRE 4' NUMINIl UNLESS 01HrRWISE SIEIVN. BU711.1T CNURO WITH RIGIO CEILING OR BRACING J C I V 1 TRUSS UE516N SInwivio5 CONrOnM WITH IPI'LICIVOLE PROVISIONS Or, AT nIIlr 1 10 F,11 O.C. 00 NOT USE 1111S �- 1= .NIn-nz n4n .mlaR rn PC1-n nNTTAInI. OCSIGN WIl1t nR[ nnrnnnNT Tn[11rr0 LUMEn. (= 7 I7_71 C_] E_] n LJ , R-23000 4 LEVY SCALE - O.SCOn. UESIGN CRIT U REF 751,9 - TC LL TC OL BC DL' TOT. LD. 16.0 PSF 1q.0 PSF 5.0 PSF 35.0 PSF ITYPI7 DATE 05/07/6-2 DRUG. 248,755 CA -ENG MB/LMILB 0/A LEN. 26-3-0 OUR. FAC. 1.25 PITCH 4.0/12 SPRCTNP 211.n" VFl-HTP JOB:. SPA Tru S 3,012,436 TOP CHORD 2X4 FIR -LARCH #2 BOT CHORD 2X4 FIR -LARCH #F2 WEBS 2X4 HEM -FIR STAND. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.B.O. RESEARCH REPORT •2949. 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 FOR 'PLATE LOCATIONS ON TYPICAL JOINTS. - 24" 24" 1 24" 24" J-1 J-2 I J-3 J-4 B-0-0 OVER 2 SUPPORTS IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE ARCHITECTURAL PLANS/SPECIFICATIONS ANO FABRICATOR'S TRUSS LAYOUT. PARTIAL FRAMING PLAN . * Bearing ledgers and connections by others. 24" J-7 B-0-0 J-6 J-5 I_ Varies 24" 24" 24" J-6 J-5 J-7 12 4r '. PLATE TYPE --ALPINE SEON--887396 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR SPA REV 11.0.3 • SCALE - 0.1?SJ ILP114 Fl1GIN1EF:ILO 111.11, INC. ONSIBLE FOR MY WARNING ,,11 IRU55E6 REWIRE EXTREME U9tE UESIGN CH11 F.. HLP -SVH [� C= 1= 1=O Oo SIH MPORTHESE TRNTSPECIFICATIONS 09 MY DEVIATION FROM exncim.sEC 'UTN761,(�BRACING V000TION AND TRUSSES: `�Q���M V%ORESS�4� TC LL 1p.0 PSF DATE 11/20/85 OATRUSS [= THIS DESIGN OR MY FHILURE 10 BUILD THE TRUST IN Cn"FORMMNCE COnMfNTnRY 110 RECErMNOiT1016+1111. SEE o TC DL 20.0 PSF DRNG i O VITH TK 'OIl(IIITY CONTROL MFMXE' BY TPI.1LPINE CIWNFCIORS THIS DESIGN FOR ADDITIONAL SPECIAL PERMR- .^ .'Z..C=O 11NE WNUFHCIUIEO FROM ZO GI1)GE G11.VnNIIED STEEL UNLESS WENT 11101CING REWIRCKNIS. UNLESS OTHERWISE No673 BC OL 5. 0 PSF CR -ENG RS/ VI�;OUIIf.RVISL SM)UN, MEFIING REWINL"IR.NTS IIF 16111 8446 GRnCE A. SIOWN, TOP CHORD 911LL BE LATERALLY BARGEDLY CONNECTORS TO BOTH FRES AT CIC" ,QINT AN) LOCATE RS VITH PROPERLY ATTACED PLYWOOD SWATHING. �C TOT.LD. L11.0 PSF 0/R LEN, p -0-O SHOWN. DEARING WIDIH, ARE 4* NOMINAL UICESS OTHERWISE. SHOWN. BOTTOM CHORD WITH RIGID CEILING OR BRACING ✓j C`OESIGN STnNDI'ROS CWFORM VITH RMRIC11OLE PROVISIONS OF AS WECIFIED ON DESIGN. 00 NOT USE THIS��CAUi�O�\► DUR.FAC. 1.25 PITCH 4.0/12 •NOS± AND •TPI -7B UH PCI -60. DESIM NIIH FIRE REIIIROANT TRERTET) LUMBER. 111 - r""Es PlniF mmu1F, Mr - NITIONR. DTSICN SPCCIFICRTION FOR WOOD CONSTRUCITUN it, ^I Q5 __ SPRC I NG 2 4.0_ TYPE JACKS