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SFD (07491)54700 Avenida Madero 07491 • 4 4 " P.O. BOX 1504 No. 07492 Building 78-105 CALLE ESTADO Address W700 ft(kro LA QUINTA, CALIFORNIA 92253 Owner Mailing Pinson Brothers & A"m BUILDING: TYPE CONST. OCC: GRP. ,- Address 774-262-110 S.. A.P. Number City I Zip ITel. Pinson Brothers & City lZip & Classif. 547897 I Lic. # Arch., Engr., Designer AddressTel. CityI Zip I State I Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm thatI 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. 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 thathe 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. & P.C. for this reason Date L - ) COWner Y 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 ❑ 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 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 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 Legal Description Project Description Sintgle Family OwIling */&tUched Sq. Ft. No. Size 2700 Stories No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ REMARKS t f 32.111 .., 14 oaf t,r►fiall i Ft a .r++v.. w. 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 DATEINSPEtCTOR Issued by: Date 4! 3/ ermit Validated by: Validation: Estimated Valuation $96o662 PERMIT AMOUNT Plan Chk. Dep. 260.00 Plan Chk. Bal. 279.3 Const. 626.00 Mech. 63.50 Electrical 116.12 Plumbing 5 50 S.M.I. Grading 20.00 Driveway Enc. 20-00 Infrastructure 2,086.01 TOTAL * 5. t, -i ZR REMARKS t f 32.111 .., 14 oaf t,r►fiall i Ft a .r++v.. w. 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 DATEINSPEtCTOR Issued by: Date 4! 3/ ermit Validated by: Validation: CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SQ. FT. POR. SO. FT. ® GAR. SQ, FT. ® CAR P. I SQ. FT. WALL SO. FT. ® SQ 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 APPJEOUIP. LAUNDRY TRAY AIR HANDLING UNIT CFM TEMP. POLE KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SQ. FT. ®c BATH TUB SQ. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 1 Ve c SEWAGE DISPOSAL A / %W (/ 7/ '/ SQ.FT.GAR @ 3/ac HOUSE SEWER 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 SETBACK 0,/?!PP /0%p; d6 QfFIQUMB/41tA UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE 0, /* 149 ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEELfe GAS (FINAL) TEMP. POLE GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM GRADING cu. yd. $ plus x$ _$ LUMBER GR. FINAL INSP. G FRAMING 7111 11s7gq FINAL INSP. ROOFING 7 / /<0 A / %W (/ 7/ '/ REMARKS: VENTILATION FIRE ZONE ROOFING ' FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND ( FINISH GRADING FINAL INSPECTION CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL Desert Sands Unified School District CERTIFICATION OF PAYMENT OF ,tA SCHOOL FACILITY FEES tpu i Cgilon TO: City of La Quin ta ®cWIV-191 L (/ /go De pa r t_me;rl t - O f oom mu it i' e" vr eIropme n t AV a Quintal NF1 92253 This is to ertify that O. developer of whic s located at Q within this District, has paid school facility fees imposed pursua t to the au o it genera by Gove n ent Code S ction 53 80 in he unt of $ ( X cov ring a total of square feet of ( ) r SiMelkltidl or ( ) industrial/commercial development and that building permits for this footage in this development may now be issued by your jurisdiction. 1700 41 !OWpx - 3SS 0 e for DESERT SANDS NIFIEDlSCHOOL DISTRICT White - Building Department • Yellow - Facilities Planning • Pink - Accounting • Gold - Developer (10)-37 o.v.uuenV :104UUDLCU Dy AND WHEN RECORDED MAIL THIS DEED AND TAX STATEMENT TO: . I- C- PINSON BROTHERS & ARROYO, M A CALIFORNIA PARTNERSHIP ff 45-250 SMURR STREET INDIO, CA. 92201 L J ASSESSOR'S PARCEL NO. ESCROW No. 3384 TITLE ORDER NO. r0 Uj b cob (Lt- a IR ac A J -jig 3 < $ VVV SPACE ABOVE THIS LINE FOR RECORDER'S USE GRANT DEED The undersigned grantor(s) declare(s): e O Docurrlenta transfer tax is $ computed on full value of property conveyed, or ( ) computed on full value less value of liens and egcytnbran s re ai t time of sale. and ( ) Unincorporated area: ( X ) Ci of Gf (,i' By this instrument dated MARCEL P. LUSSIER, an UNMARRIED MAN hereby GRANTS to PINSON BROTHERS & ARROYO, a CALIFORNIA PARTNERSHIP , for a valuable consideration, the following described real property in the State of California, County of Riverside LOTS 15, 16 and 17 OF BLOCK 272 OF SANTA CARMELITA AT VALE LA QUINTA UNIT NO. 25 AS PER MAP RECORDED IN BOOK 19 PAGE 5041E,5/ OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. i J STATE OF CALIFORNIA .. COUNTY OF Riverside SS. "On _.-March 30, 1990 , before me,`the MARCEL.. P. LUSSLER underslgned, a Notary Public In and for said County and State, personally appeared Marcel P L ussi r Fitch Engineers Inc. May 23, 1990 City of La Quinta 78 105 Calle Estado La Quinta, Ca. 92253 SUBJECT: Lot 17 Block 272 Unit No. 25 Santa Carmelita at Vale La Quinta. Gentlemen: I hereby certify this date that the finished floor is set at 96.56. The top of curb at the north property _is is 94.72. The finished floor is 1.84 above the curb. Respectfully, WM. H. FITCH R.C.E. 12571 CIVIL ENGINEERING — PLANNING — SURVEYING — DESIGN P.O. BOX 4551 PALM DESERT, CA 92261 (619) 345-7667 P I NSON BROTHERS & ARROYO COMMERCIAL & RESIDENTIAL DESIGNS GENERAL CONTRACTOR, LIC. 547897 45-250 5MU7R 112 INDIO CA. )2201 (519)347-2470 .1347-3115 DESIGNER, JUAN R CASTILLO • z • • 0 Q FOR L07 17 A.P 774-262-008 "'LAN (A) 0 0 • 7I7LE INDEX SHEE 7. 0 ft 0 4) • 1. 7I7LE PAGE Z. 9RADIN9 PLAN 3. SI7E /ALAN 4. FINISH 7LLOR /ALAN 01IN76RIOR D18ENSIONS 5. 7OUNDA7ION PLAN 6. DIMENSION. 7LOOR /ALAN 7. FINISH FLOOR /ALAN 8. FRAMINS /ALAN 9. S7RUC7. CROSS SEC7ION A, B, C 10. S7RUC7. CROSS SEC7ION D 11. S7RUC7. CROSS SEC7I0N E 12. FINISH ROOF /ALAN 13. EX7ERIOR ELEVA7I0NS (TRON7, LE77, 819117) 14. REAR ELEVA7I6N 15. ELEC7RITCAL PLAN 0 ft 0 4) • r ob 6 • 0 IISITE PLAN II SCA1 /8LE7 " IL _ PINSON DR07HERS 8 ARROYO (TOR /ALAN (A) (B) (C) GENERAL IN70RMA7ION 7012 L07S (15) (7 6) (7 7 ) PLANS (A)(B)(C) 707AL SQ,77. 07 LAN[ (50'-0"X100-0") 10,000 707AL SQ.77. OF LIVING AAEA.......... 1,700 707AL SQ.77. 07 GARAGE AREA......... , 425 707AL SQ.77, 07 PA7I0 AREA....,,... 795 707AL SQ.77. 07 SIDEWALKS, DRIVE[JAy AND LANDSCALING AERAS....... 2,320 707AL SQ.77. 07 FRON749E LANDSCALING Ai2£AS.................... 408 LEGAL DESCRIP71ON: L07S 15,76,17 07 BLOCK 272 07 SAN74 CARMELI7A A7 VALE LA QUIN74 UNI7 NO, 25 AS PER MAP RECORDED IN BOOK 79 PAGE 50-52 07 MA13S IN 711E .077ICE O7 711£ COUN7y RECORDER 07 SAID COUN7y. LANDSCAPING PLANTS: B07ANICAL NAME 1) 7£COMARIA CAPENSIS 2) EUONYOUS ;APONICA (AUREO VAi2IEGA74) 3) LIUGYS7RUl7 7EXANUM 4) P1770SPORUn 7021RA 5) NANDINA DOMES7ICA (11ARBOURD, )ARF ) 6) GARDENIA ;ASMINOIDES R617CHLL 7) CER470NIA SILIQUA 8) MORUS ALBA 9) HIBISCUS R0SA-SINENSIS 7 0) gREVILLEA R02US74 1 1) 711U;A ORIEN7AL1 S 12) FICUS R67USA NI7IBA COMMON NAME SIZE CAFE HONEYSUCKLE 5 GALS. 9OLDSP07 EUONYnUS 5 GALS. WAX LEA7PRIV£7 5 GALS. WHEELERY DWARF 5 GALS. HEAVENLY BANBOO EVERBLOOMING 5 GALS, CABOB 7REE 75 GALS. MAPLE LEAF MULBERRY '15 GALS. SAN7ANA HIBISCUS 5 GALS. SILK OAK 7REE 15 GALS. ARBOR VI7AE 5 GALS. INDIAN LAUREL 719 75 GALS, F 1 GENERAL N07£S Of S6P7IC 7ANK AND S££A9E P17. PINSON BR07HERS 8 ARROYO 1. iI SEP7IC TANK AND 9REAS£ IN76RCEP70R SPECI7ICA7IONS 1) 047£RIAL SPECI7IC47IONS: A) CONCRETE, I ULAND CEMEN7 7YPE II, MINIMUM COMPRSSIVE S7R£N9711 3,000 i'. S. I. 47 28 DAYS. 3) REINFORCING BAR IN7£RMEDIA7E 9RADE 4S7M 4615. C) REIN7ORCING WELDED WIRE DESK AS7/7 A185. Z) PRE -CAST LLNI7 CO47ED INSIDE AND OU7 G)I7K HUN7S PROCESS [SLACK NO. 720, AS7M C-309, 7YPE IV -ASTM D-4,1 -7 . K. A. REQUIREMEN7S. 3) ALL DIMENSIONS f OR - N07 70 13E USED 70R CON.S7RUC7I0N PURPOSES UNLESS C6R7I7I£D. 4) PRE -CAST LINI7 70 BE PLACED ON N47URAL SOIL OR APPROVED COMPAC7ED FILL. II 5) IN7£RNAL 7I77INg 4" A.B.S. SEWER AND DRAIN, U.P.C. APPROV6D. 6) S74NDARD GROUND 047£R SEAL - BU7YL ROPE MAS7IC OR CEMEN7 MOR7AR. II 7) n. C. N077INgHAM OR APPROVED EQUAL. S(SEPAg£ P17 AND OIS7RIJU7ION [SOX SPECI7ICA71ONS: 1) 047ERIAL SPECITICA7IONS: i A) COiVCR(E7('-, P0127LAN-D CEMEN7 7YPE II, M_rNII'lUM COMPRESSIVE S7REN9711 3,000 i'. S. I. 47 28 DAYS. [3) REIN70RCING BAR IN7ERI76DIA7E 9RAD£ AS707 A675. C) REINFORCINg W£LD6D WIRE ('MESH AS78 A185. Z) PRE-CAS7 LEND C047EO INSIDE AND OLL7 4/I7/1 KLLN7S PROCESS BLACK NO. 720, AS78 C-309, 7YPE IV - AS70 D-41-F.H.A. R(SQUIREOEN7 S. ! II 3) ALL DINENSIOXS *10R - N07 70 BE USED FOR CONS712LIC71ON PU12POSES UNLESS CER7I7IED. 4) N.C. A'077IA!CK, M OR APPROVED £OLL.4L. 0 • 0 0 r • 6 9RADIN9 /ALAN N07£S (1 UT I i i PINSON DR07H£RS 8 ARROYO 1) I ZNL£SS N07£D, ALL WORK SHALL t3£ DONE ACCORDING 70 7H£ S7ANDARDS AND SPECIFICA7IONS UT 7H£ CI7Y 07 2) INSPEC7ION UT GRADING SHALL BE IN ACCORDANCE U17R "£NGIN££RING GRADING R£C111IR£17£N7S" 07 7H£ UN17ORM i BUILDING CODE CHAP7£R 70. i 3) R GRADING i ERl7I7 TROI'l 7LL HE CI7Y Of SHA[3£ 0BTAINED PRIOR 70 7H£ COMMENCEMEN7 07 GRADING. 4) AN £NCROACHMEN7 PER017 FROM 7H£ CI7y 0 , PUBLIC WORKS DEPAR7MEN7 SHALL BE 027AINED /PRIOR I 70 ANY GRADING U17HIN RIGH7-07-UAY OR CONS7RUC7IUN ON 7HE DRIVEWAYS. 5) ON SI7£ SUB -BA -SE OR BASE W17HIN 7RAVEL WAY MUS7 I BE COMPAC7ED 70 A RELA7IVE 95100. 6) AREA 7O RECEIVE TILL SHALL t3£ PREPARED AND APPROVED By 7H£ SOIL ENgIN££R PRIOR 70 PLACING TILL, I 7) ALL GRADING WORK SHALL /3£ DONE WHILE 7AKING ANY i REASONABLE NECESSARY S7£PS 7O PR£VEN7 CREA7ION 07 A NUISANCE INCLUDING, BU7 NO7 L1017ED, 70 SPILLAGE, DUS7, EROSION AND NOIC£ CON7ROL. i 8) 7HE LOCA7ION 07 £XIS7IN9 SURFACE AND UNDERGROUND L17ILI7IES ARE SHOWN IN AN APPROXIM47E WAY ONLY. 7HE CON7RAC7OR SHALL D£7£RMZIVE 7HE EXAC7 LOCA7ION 07 ALL £XIS7IN9 U7ILI7I£S 13CTUR£ COMMENCING WORK. HE AGREES 70 t3£ FULLY RESPONSIBLE FOR ANY AND ALL DAM'9ES WHICH (719H7 BE HIS FAILURE 7O EXAC7LY LOC47E AND PRESERVE ANY AND ALL SURFACE AND UNDERGROUND L17ILI7I£S. 7HE CON7RAC70R SHALL CALL UNDERGROUND SERVICE ALER7 7UO UORKING DAYS PRIOR 70 ANY £XCAVA7IO;V (7-800-422-4133). 9) ANY IMPROVEMEN7S INS7ALLED U17HOU7 INSPEC7ION By PUBLIC WORKS DEP7. WILL BE SC BJEC7 70 REMOVAL. 10) i INSPEC7IONS REQUIRE MINIMUM OF 70£N7Y-70UR (24 ) HOUR NO7ICE. 11) 7HE CI7y OF WILL N07 GIVE ASSURANCE 7HA7 7HIS PLAN IS COi'11PL£7£D AND WILL M,47CH EXIS7ING FIELD CONDI7I0,S. I i i I • GRADING N07ES. 7OF2 II PINSON BR07HERS 8. ARROYO 1.I 7) ALL CONS7RLLC7ION ON-SI7E SHALL CONFORM 70 7HE REQUIREl7EN7S OF 7HE CI7y OF _RIVERSIDE COLLN711, CA, 7I7LE 25 OF CALIFORNIA ADMINIS7RA71VE CODE, CHAP7ER 2 AND 7HE LINIF012M PLU82IN9 CODE. r 2) ALL GRADING SHALL BE DONE IN CONFORMANCE 017H 7HE UNI7ORM BUILDING CODE CHAP7ER 70, REGLLLA7IN9 7HE EXCAVA7I0N OF LAND AND AMENDnEN7S 7HERE70, 716E REQUIR68EN7S OF THE CI7Y OF RlVFRSTDc ('01/1V7U. ('a AND THE RECOOMENDA7I0N OF 7HE SOILS REPOR7. 3) CARE SHALL BE 7AKEN 70 PR076C7 ALL CON57RILC7ION S7AKES. R£ -SURVEY 12£SUL7ING FROM CARELESS OPrRA7ION SHALL BE BACK CHARGED 70 7/1E CON7RAC7OR. 4) NO WORK SHALL BE ACCOMPLISHED W17HOLL7 A CI7y GRADING PERM17. 5) NO GRADING SHALL BE S7AR7ED 017HOU7 7IRS7 N07I7YIN9 BUILDING DEPAR7M£N7 48 HOURS IN ADVANCE 7HA7 A PRE - GRADING MEE7ING A7 716E SI7E IS REQUIRED BEFORE S74i27 OF GRADING W17f6 7HE FOLLOUING PEOPLE PRESEN7: OWNER, GRADING CON7RAC70R, DESIGN CIVIL ENGINEER, SOILS ENGINEER, ROAD DEPAR78EN7 OR 7HEIR REPRESEN7A7IVE. A 48 HOUR N07ICE REQUIRED PRIOR 70 S7AR7 OF GRADING. 6) 711E PER8177EE OR HIS 49EN7 SHALL N07I7Y 7HE BUILDING 077ICIAL WHEN 7HE GRADING OPERA7I0N , READY FOR EACH 07 7HE FOLLOUING INSPEC7I0NS: A) INI7IAL INSP(fC7ION: WHEN 7HE PERM177EE 'IS READY 70 BEGIN WORK BU7 N07 LESS 7HAN 700 DAYS !3£70/2£ ANY GRADING.. OR BRUSHING IS S7AR7ED. 2) ROUGH GRADING: WHEN ALL ROUGH GRADING HAS BEEN • COMPLE7ED. 7HIS INSP£C7ION MAY BE CALLED FOR A7 711E COMPLE7ION 07 ROUGH GRADING. C) FINAL: WHEN ALL WORK, INCLLLDING INS7ALLA7ION OF ALL PR07EC7IVE DEVICES HAS BEEN COMPLE7ED AND 7HE AS -GRADED PLAN, PROFESSIONAL C(fR7IFICA7IONS AND • 711E R6QLLIRED REPOR7S HAVE BEEN SL 30177ED. 0 7) TILLS SHALL BE COMPLE76D 7HROLLGHOLL7 70 90100 DENSI7Y AS DE7ERMINED BY A.S.7.M. S7D. NO D-7557, LA7ES7 £DI7ION, SLAYER ME7HOD, AND CER7I7IED By 711(-' SOIL ENGINEER, 8) AREAS 70 BE GRADED SHALL BE PROPERLY PREPARED IN ACCORDANCE W1711 711E PRELIMINARY SOILS REPOR7 AND APPROVED BY 7HE BLLILDIVG 077ICIAL AND SOILS ENGINEER PRIOR 70 PLACING OF FILL. 0 • a SRADINg N07ES 2072 PINSON BR0711ERS & ARROYO 9) 7HE (EXIS7IN9 IRRI947ION LINES AND CIS7ERNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFILLED, AND APPROVED By 7HE BUILDING OFFICIAL AND SOILS ENGINEER. 70) .7HE SOILS ENGINEER SHALL BE RESPONSIBLE FOR 7HE QUALI7y Of 7HE WORK PER70RMED By 7HE gRADIN9 CON7RAC7OR, AND EXERCISE SU77ICIEN7 SUPERVISORY CONTROL DURING GRADING 70 INSOLE COMPLIANCE 0I7H 7HE PLANS, SPECI7ICA7IONS AND CODE WI7HIN KIS PURVIEW. 77) 7HE DESI9N CIVIL ENGINEER SHALL EXERCISE SCL77ICIEN7 SUPERVISORY CON7120L DURING GRADING AND C6NS7RLLC7ION 70 INSURE COMPLIANCE 0I7H 7HE PLANS, SPECI7ICA7IONS, AND CODE 0I7HIN HIS'PURVIEW. 0 11_ 72) DUS7 SHALL BE CON7ROLLED BY WA7ERIN9. 7 ) 7H(f LOCA7ION AND PR07EC7ION OF ALL U7ILI7IES IS 7HE RESPONSIBILI7Y OF 7HE PERMI77EE AND' 7HE P£RMI77EE SHALL N07I7y ALL A77EC7ED U7ILI7IES 48 HOURS IN ADVANCE OF i4XY WORK. 74) APPROVED PR07EC7IVE MEASURES AND 7EMPORARy DRAINAGE PROVISIONS MLS7 BE USED 70 PR07EC7 AD;OININg PROPER7IES DURING 91RADING PRO;EC7. 75) PRIOR 70 FIi%'AL APPROVAL, 7HE DESIgN CIVIL ENGINEER SHALL CER7I7y 70 7H£ BUILDING OFFICIAL 7HE SI7E HAS BEEN GRADED 70 7HE LINE AND GRAD£ SHOWN ON 7HE APPROVED GRADING PLA,%'. 76) 7HE DESI9N CIVIL ENGINEER SHALL CE127I7Y 7HA7 7HE GRADES SHUIJN ON 7HE PLANS 17EE7 7HE F. I. R. M. R£CIUIRE0EN7S AND CITY FLOOD PR07EC7ION ORDINANCE. C 0 • • 96NERAL N076S PINSON BR07HERS 8 ARROYO 9ENERAL CONS7RUC7ION N07ES FOR SI7E PLAN (1 OF 1) • REMOVE ALL BUILDINGS N17HIN 700 (2") F6E7 BELOU PROPOSED FINISH GRADE. DISPOSE OF RUBBLE FROM BUILDINGS 077 Of 7HE SI7E. • REMOVE ALL 7REES IN A SAFE FANNER SO AS N07 70 DES7ROY OR DIS7UR3 ABU77IN9 RESIDEN7IAL PROPER7Y OR 07HER 7REES ON 7HE SI7E. REMOVE ALL S7UMPS 70 TVO 7667 (2") BELO PROPOSED GRADE. PRUNE ALL DEAD BRANCHES AND S7UBS FROM 7H6 7REES INDICA76D 70 BE PRUNED. PRUNING SHALL BE IN ACCORDANCE 70 7HE S7ANDARDS • '07 IN7ERNA7IONAL SOCIE7Y OF ARBORICUL7URE. 7REA7 ALL CL7S AS SPECIFIED. REMOVE VINES FROM ALL 7REES AND COMPLE7ELY CLEAR ALL UNDERBRUSH. • PR07EC7 ALL EXIS7ING 7REES 70 REMAIN FROM DAMAGE DUE 70 CONS7RUC7ION VEHICLES. N07IFY 7HE LANDSCAPE ARCHI76C7 IOMEDIA7ELY OF ANY DAMAGE OR UOUNDS. DUS7 CON7ROL AS SOON AS 7HE GRADING IS COMPL676D ON EACH SEC7I0N, A 760PORARY SPRINKLER SYS76M SHALL B6 S67 UP AND 7HE AREA SEEDED 017H A COVER CROP SUCH AS BARLEY, RYE OR SUDAN GRASS, DEPENDING UPON 7HE SEASON. THE SOUINg R476 SHALL BE N07 LESS THAN 150 LBS. PER ACRE FOR BARLEY AND RYE GRASS AND 32 LBS. FOR SUDAN GRASS, W47ERIN9 SHALL CON7INUE UN7IL A 9ROb17H 07 8" MIN, HAS BEEN 037AINED AND 7HE COVER CROP IS UNIFORM 7HROUGHOU7 7HE AREA. 711IS SHALL APPLY 70 ANY AREA DIS7URBED BY 7HE DEVELOPER, KIS CON7RAC7ORS, SU13CON7RAC70RS OR ANY 07HERS PERFORMING NORK RELA76D 70 7HE PRO;EC7. ALL S70CK PILE, BORROGI SI7ES AND HAUL ROADS SHALL 36 7REA7ED IN A SIMILAR MANNER. • • • GENERAL N07ES. II PINSON BR07HERS & ARROYO 11 y£NERAL N07£S • 11 /PROVIDE 711A7 PROP6R7Y HUBS By A LICENSED Sll VEyOR ld17H IDEN7IFYINy 7AgS A77ACKc'8 ARE IN PLACE PRIOR 70 REQUES7 FOR 7IRS7 INSPEC7I0N. (SEC7ION 307, U. B. C. ) S70RAgE OF BUILDING MA7ERIALS OR DEBRIS SHALL BE CONFINED 70 7HE L07 FOR WHICH PERMI7 IS ISSUED. ADaACEN7 VACAN7 PROPER7IES MAY N07 B£ U7ILIZED FOR • 7HIS PURPOSE UNLESS WRI77EN PERMISSION OF OWNER IS ON FILE WI7H 7HIS OFFICE. 7HE PUBLIC RI9H7-OF-WAY SHALL BE 8AIN7AINE8 IN A CLEAR CONDI7ION A7 ALL 71RES, CON7RAC70R AND/OR OWNER' SHALL PROVIDE A 7R4SH BIN 70 INSURE PROPER CLEAN UP Of ALL BdILDING MA7ERIALS. • ALL CON7RAC7ORS SHALL HAVE A CURREN7 VALID CI7Y BUSINESS LICENSE /PRIOR 70 PER/717 INSURANCE. ALL CON7RAC70RS ANO/OR OWNER JUILDERS OUS 7 SUB1717 CER7I7ICA76 OF UORK/7AN' S COMP6NSA7ION INS:[RANCE • COVERAGE PRIOR 7O INSURANCE Of JUILDING PERM17. (330), CALIFORNIA LABOR COD£) GENERAL CON7RAC7ORS AND/UR OWNER BUI"D'R SHALL COMPLE76 AND SUBM17 A SUBCON7RAC.70R' S LIS7 FORM 7O 7HE 3UILDINg DEPAR7M6N7 /PRIOR 70 R6QUES7 FOR FINAL Ill'SPEC7ION. APPROVED 76MPORARy S4NI7ARY 7ACILI7IES (I, E, , CHEMICAL 70ILE7 SHALL BE ON 7HE CONS7RUC7ION SI7E PRIOR 7O REQUES7 FOR FIRS7 INSPEC7I0N. ) (SEC7ION 5476, HEAL7H AND SA77£Y CODE).' • PRIOR 7O REQUES7ING A 7OUNDA7ION INSPEC7I0N, 7KE OWNER'S ENGINEER SHALL FIELD VE12I7Y'7KE BUILDING PPD HEI9H7 AND SUBM17 A LE77ER 70 7KE CI7Y EXCINEER CER7I7YIN9 7KE BUILDINg /SAD KEICK7 AS Cot7PLYIit'y l,)I7fl 7HE APPROVED. 9RADINg PLAN. • 11 • 9ENERAL N07ES (1 Of 3) PINSON BR07HERS 8 ARROYO • B/1ILDINC P6R817S: 7H6 PLAN CHECK 766 AND 7116 BUILDINS PERM17 SHALL BE SECURED AND PAID FOR By 711E OWNER. ALL 07HER PERM17S, LICENSES, FEES, E7C., REQUIRED FOR 7HE 6XEC117I0N Of 711E WORK SHALL BE PAID FOR By 711E CON7RAC70R. SAMPLES AND SHOP DRAWINgS: SHALL BE SUB171776D FOR ALL • I7EMS AS REOLIES76D IN 711E RESPEC7IVE SEC7IONS BELOW OR ON 711E PLANS. SUBM17 FOUR (4) COMES O7 ALL REQUIRED SHOP DRAWINyS 70 7HE ARCHI76C7 FOR APPROVAL 0I7HIN 7HIR7Y-7IV6 (35) DAYS 07 7HE D476 07 711E CON7RAC7 AND PRIOR 70 7ABRICA7IN9 OR INS7ALLING ANY O7 7HE WORK COVERED BY SHOP DRAWINGS. 7HE CON7RAC7OR SHALL CHECK AND REVIEW EACH DRAWING AND SAMPLE AND SHALL FORWARD 7HE • DRAWING OR SAMPLE 70 7HE ARCHITECT FOR APPROVAL ONLY 477ER HE IS S47IS7I6D 7HA7 7HE I7EM 86675 711E REQUIREMEN7S OF 711E PLANS AND SPECS. INSURANCE: 711E CON7RAC7OR SHALL BE REQUIRED 70 MAINTAIN INSURANCE COVERAgE AS REQUIRED By 7HE S7A7E, LOCAL 9OVERNMEN7S • AND 0I7HIN 7HE (7INIl'UM LIMITS AS REQUIRED By 7HE OWNER. SANI7ARY UNI7: 711E CONTRACTOR SHALL FURNISH A SANI7ARY UNI7 ON 7HE BUILDING SI7E. UNI7 SHALL BE MAlIV74INED IN A SANITARY CONDI7ION, 7HROUgH0U7 711E CONS7RUC7ION OF 7116 EN7IRE PROaEC7. • ORDINANCES: CONS7RUC7ION AND BUILDING MA7ERIALS SHALL CON70RM WI7H 7HE R6QUIREMEN7S OF ALL APPLICABLE CODES AND ORDINANCES, IN CASE 07 CONFLIC7 BETWEEN ANY SUCH APPLICABLE DOCUMEN7S MENTIONED ABOVE -AND 7HE SPECI7ICA7IONS AND DRAWINgS, 711E HIgHES7 REQUIREMEN7S SHALL '9OVERN. NO 6X712AS SHALL BE • ALLOWED FOR CHANgES 70 MAKE WORK CONFORM WI7H REgULA7IONS OR ABOVEMEN7IONED DOCUMENTS OR GOVERNING Ag6NCIES, JU7 EACH SHALL BE CONSIDERED AS COMPLE7ELY INCLUDED IN 711E C0N7RAC7/' PRICE. LAyOU'S: 7HE INS7ALLA7ZON OF PROPER7Y CORNER MONUMENTS By A LICENSED LAND SURVEYOR SHALL BE 7HE RESPONSI3ILI7Y O7 7HE • OWNER. 7HE GENERAL CON7RAC7OR IS RESPONSIBLE FOR 7116 LOCA7ION O7 ALL WORK ON 7HE SI7E AND IS RESPONSIBLE FOR 7HE PR07EC7ION 07 7HESE EXISTING MONUMENTS. SHOULD 7116, BECOME MISPLACED OR DAMAyED DURING CONS7RUC7I0N, 711E CON7RAC7OR SHALL B6 RESPONSIBLE FOR 7URNISHINg ALL NECESSARY GRADES AND LIMI7S 70 SUBCON7RAC7ORS A7 7HE 71M6 REQUIRED. • 76S7S: 17.0 IN 711E OPINION O7 7HE S7RUC7URAL ENGINEER, A,Vy OF 711E WORK 07 7HE CO,V7RAC70R IS N07 SA7IS7AC7ORILY EXECUTED, 7HE CON7R,- C70R SHALL MAKE ANY 76S7S 7HA7 7HE S7RLC711RAL ENgINEER MAY DEEM ADVISABLE 70 DE7ERMINE I7S PROPER CONS7RUC7ION. ALL 7ES7S PROVIDINg SA7IS7AC7ORY RESUL7S AND INDICA7ING CON7ORMAXCE 70 SP6CI7IC,47IO1VS SHALL BE PAID FOR By 711E OWNER. ALL 7ES7S AND ANY NON-CON70RMANC6 W1711 SP6CI7ICA7IONS 7HA7 6XIS7S SHALL BE PAID FOR BY 7HE CON7RAC7OR AS SHALL ALL SUBSEQUENT 76S7S 07 7HE SAME CONDI7ION UIV7IL 7ES7S INDIC47E 7HA7 7116 COXDI7ION CONFORMS 70 SPECI7IC4!IONS. 0 L GENERAL N07ES (Z 07 3) PINSON DR07HERS 9 ARROYO PROCEDURE: BEFORE S7AR7INg UORK, EACH SUBCONTRACTOR SHALL EXAMINE ALL AD;OINING UORK AND REPORT 70 THE CONTRACTOR AND OUNER SUCH N07 CORRECTLY LOCA7ED OR CONSTRUCTED, AND, SHALL N07 PROCEED U17K THIS UORK UN7IL SUCH UORK HAS D66N CORRECTED. • gUARAN7EE: THE CON7RAC7OR SHALL GUARANTEE UORK IN 711E CONTRACT AgAINS7 7AUL7Y MATERIALS AND GIORKNANSHIP FOR A PERIOD 07 ONE (7) YEAR FROM 711E DATE Of TILING 07 711E NOTICE Of COMPLETION BY THE OUNER (EXCEPT ORERE A LONGER PERIOD IS SPECIFIED IN CERTAIN SEC7IONS Of THE SPECI7ICA7IONS). • GUARAN7EES: SUARAN7EES REQUIRED By THE SPECI7ICA7IONS SHALL BE IN ORI77EN FORM ON THE CON7RAC7ORS O&N LETTERHEAD AND SHALL 136 SIgNED AND DATED BY THE GENERAL AND RESPECTIVE SUBCONTRACTOR. COORDINATION: LOCATIONS Of DUC7S, PIPES, CONDUIT, OUTLETS, • EQUIPMEN7 AND OTHER BUILDING COMPONENTS, UNLESS 7IXED By DIMENSION OR MODULE, ARE INTENDED 70 BE APPROXIMATE TO 711E EXTENT THEY CAN BE REASONABLY CHANgED AS REQUIRED, OR AS DIRECTED BY THE OUNER, 70 SUI7 a03 CONDITIONS. 711E CONTRACTOR SHALL 3E RESPONSIBLE FOR THE COORDINATION 07 ALL 7RADES SO THAT ALL COMPONEN7S ARE PROPERLY IN7ERCRA7ED IN70 THE BUILDING CONSTRUCTION. ALL SI9NI7ICAN7 • CON7LIC7S IN LOCATION SHALL 2E BROUGH7 PROMPTLY 70 THE ATTENTION 07 THE OUNER FOR DECISION. IN THE EVENT 07 CON7LIC7 7HA7 CANNOT BE AN7ICIP476D By EXAMINATION 07 THE DRAGIINGS AND SPECIFICATIONS, THE COST 07 CHANGES ORDERED By THE ARCHITECT DESIgNER SHALL 3E C017PENS476D BY C11AN9E ORDER. • USE AND CARE OF AD;OINING PROPER7y: CON7RAC70R SHALL CON7AC7 S7A7E, COUNTY, CI7Y OR PRIVATE OUXERS FOR PERMISSION 70 ENCROACH UPON 711EIR RESPEC7I t1E PROPERTY FOR COAIS71RUC71ON PURPOSES AND SHALL VERIFY THE EX7EN7 07 SUCH EiVCROAC11MEN7, SARRICADINg AND PROTECTIVE DEVICES 7HA7 GALL D6 REQUIRED. SHOULD ANY DAMAGE OCCUR 70 711E AD;OININg PROPERTY, THE CONTRACTOR SHALL REPAIR 70 I7S ORIyINAL • CONDI7I011' 70 SATISFY AD;OINIIVC OGIN6R OR ADMINISTRATOR. SUPERINTENDENT.- 711E GE,!'ERAL CONTRACTOR SHALL DESIGNATE A MAN AS a02 SUPER IN7ENDEN7. 711IS PERSON SHALL 26 A FULL 7IME EMPLOYEE OF 7HE yENER.AL CONTRACTOR AND SHALL HAE A MINIMUM 07 7IVE (5) YEARS EXPERIEXCE IN SUPERVISING COXS7RUC7ION. THIS • PERSON SHALL 3E AVAILABLE ON 711E '03 A7 ALL TIMES WHEN GIURIC IS IN PROGRESS. HE SHALL BE KNOUIEDGEABLE 017H REGARD 70 THE PLANS, SPECIFICA7IONS, ALL ADDENDUM AND CH.ANyE ORDERS AND SHALL COORDINATE ALL PHASES 07 THE IJORK AND ALL SUBCONTRACTORS. • PUBLIC U7ILI7IES: 7HE CO/V7RAC7OR SHALL MAKE ALL ,V(-'CESS:?Ry ARRAN9EMEX7S 701? THE I.l'S7ALL.z7ION .AND CARE 07 ALL PERM.AXE,1/7 A,VD 7Er'li')ORARY 047ER, LIgH7, POU61? AND 7ELEPHO,VE SERVICES IN 7HE COtV7RAC7 AREA OR REQUIRED By CONS71RUC7I0,1'. POUER AND 04768 7O'R CO,VS7RLLC7ION PURPOSES !.•TILL BE 7URWISHED By THE CONTRACTOR. • • 11 GENERAL N07S (3 OF 3) PINSON DR07HERS 9 -ARROYO PLUMBING CON7RAC7OR DILL PROVIDE 7EMPORARy SERVICE AND 7HE CON7RAC7OR SHALL PROVIDE HOSE AND/OR 07HER SERVICE BRANCHES FROM U47ER SOURCE AS REQUIRED. ' ELEC7RICAL CON7RAC7OR GALL PROVIDE £X7ENSIONS AS NECESSARY 70 MAKE POUER AVAILABLE A7 711E CONS7RUC7ION AREA, A 103 7ELEPHONE GALL 2E REQUIRED ON 711E PR01EC7 A7 ALL 7IMES, SEE OUNER OR CON7RAC70R. 7HE COST FOR INS7ALLA7ION AND MAIN7AININ9 7HIS PHONE GALL BE /SAID FOR BY 7HE 9ENERAL CON7RAC70R. • OUNER(S) RIgH7S: 711E OUNER RESERVES 711E RI9H7 IN 7HE S6LEC7I0N Of A CON7RAC7OR ON 7HE BASIS OF COMP67I7IVE JIDDING, 70 SELEC7 07HER THAN 7HE LOCI BIDDER AND ALSO RESERVES 711E RIGH7 70 RE1EC7 AND AND/OR ALL [SIDS. • OMISSIONS IN 7HE CON7RAC7 DOCUMEN7S: IF OBVIOUS OMISSIONS OR CON7RADIC7ORY SI7UA7IONS IN 7HE CON7RAC7 DOCUMEN7S ARE DISCOVERED 70 EXIS7, THEY SHOULD BE IMMEDIA7ELY CALLED 70 7HE A77EN7ION OF 7HE ARCHI7EC7 FOR CL4RIFICA7I0N. 711£ CON7RAC7OR SHALL, HOUEVER, PROVIDE 711E O)INER GII7H A COIIIIL67E 13UILDINg, GIEA711E1? 7IGH7, AND FINISHED IN ALL RESPEC7S AND READY FOR • OCCUPANCY. CLEAN UP: EACH SU2CON7RAC7OR NORMALLY IS RESPONS12LE FOR CLEAN-UP 07 7HE UORK 07 HIS 7RRDE BY 7HE GENERAL CON7RAC70R. HOUEVER, 711E GENERAL CO1V7RAC7OR SHALL BE HELD SOLELY. RESPOIVS12LE BY 711£ OUNER FOR CON7INOUS CLEAN-UP AS 711E 103 PROGRESSES, AND • FINAL CLEAN-UP UPON SUJS7AN7IAL COMPL£7I0N. CON711VOUS CLEAN-UP SHALL KEEP 7HE 1013 FREE 47 ALL 7IMES FROM UNREASONABLE BUILD UP 07 DEBRIS, WRAPPERS, CONNINERS, 0AS7E (A7ERIAL, cc -7C., UHICH MIgh7 CAUSE ACCIDENTS, UNDUE HARDSHIP ON 7RADESMEN AND UOULD 7END 70 SLOG/ UP ;03 PROgRESS. FINAL CLEAN-UP INCLUDES CLEANING OF ALL SURFACES 70 A "LIKE NEU CONDI7ION" AND.PREPARING 711£ • BUILDING AND 7HE ADIACE;V7 GROUNDS FOR 711EIR IN7ENDED USE. ARCHI7EC7 DESIGNER AND S7RUC7URAL ENGINEER APPROVAL 07 FINAL /CLANS FOR CONS7RUC7ION: THESE FLANS SHALL N07 13E CONS7RUED AS FINAL PLANS FOR COA'S7RUC7ION UNLESS 7HE ARCHI7EC7 DESIGNER AND ENgIll'EE1? HAS MADE A FINAL CHECK 07 7HE /CLANS AND APPROVED • 7HEM By 477IXI,VG HIS SEAL AND/OR ORIGINAL SIGNA7URE ON 7116(. :CLANS N07 HAVING 7HIS APPROVAL SHALL BE CONSIDERED INCOMPLE7E AND "N07 701? COtVS7RUC7ION" . • 0 • • CA • • • • • • • GENERAL N07ES 70 CON7RAC7OR (1 Of Z) II PINSON BRO7HERS & ARRO40 it 7) ALL WORK SHALL CON70RM 70 THE MINIMUM STANDARDS 07 711E 1983 EDITION 07 711E UNIFORM BUILDING CODES, ORDINANCES 07 LOCAL GOVERNING AUTHORITIES AND ANY 07HER REgULA710N OVER ANY POS17ION O7 WORK, INCLUDING THE S747E 07 CALIFORNIA DIVISION 07 INDUSTRIAL SA7E7Y AND THOSE LISTED IN THESE N07ES. Z) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDS17E CONDITIONS 3E70RE BE91NNINg CONS7RLC7I0N. 711E CON7RAC70R SHALL N07I7Y THE ARCH17EC7 DESIGNER AND OWNER 07 ANY DISCREPANCY BEFORE PROCEEDING 0177 THE UORIt. 3) THE DIMENSIONS SHOWN ON 711E DRAWINgS SHALL TAKE PRECEDENCE OVER SCALING O7 711E DRAUINGS. 4) THE CON7RAC7OR SHALL PROVIDE ALL MEASUREMENTS NECESSARY 70 PI?O;EC7 OR STRUCTURE DURING CONS7RUC7I0,11. 71115 SHALL INCLUDE, BUT N07 BE LIM17ED 70 BRACING AND STRUCTURAL SHOUING. OBSERVATION BY ARCHITECT OR DRA77SMAN SHALL N07 INCLUDE` INSP(EC7ION O7 7HE ABOVE ITEMS. 5) THE CONTRACTOR SHALL INVES71gA7E SI7E DURING CLEARING A1'D EAR7HWORK OPERA7IONS, LOCA7ING ALL CONCEALED UNDERGROUND PIPING, ELECTRICAL CONDUIT AND PURIED S7RUC7URES AS CESSPOOLS, 70LIlVDA71ONS FILLED EXCAVA7101V, ETC. 17 ANY Of THE ABOVE, OR RELA7ED S17UA71ONS ARE LOCATED, THE ARC1117EC7 OR DRAFTSMAN SHALL BE NOTIFIED IMMEDI47ELY. 6) LOADS DUE 70 CONSTRUCTING 047ERIALS AND EQUIPMENT SHALL N07 EXCEED THE DESIgN LIVE LOT PER. SF., NECESSARY SHOUINg SHALL 136 PROVIDED WHERE THE S7RUC7URE HAS N07 A77,41NED TOTAL DESIGil' S712ENG711. 7) ALL APPLIAXCE AND 17605 NO7ED 70 BE FURNISHED By OWNER OR DECORATED SHALL dE HOOKED UP, CONNECTED AND PROPERLY 7177ED BY THE APPROPRIATE SUBCONTRACTOR. 3) ALL 04LLS, CEILINGS AND R007S SHALL RECEIVE 7ULL THICK 7HER,`1AL INSULATION 2A77, R-77 IS REQUIRED FOR WALL AND R-38 IS REQUIRED FOR CEILING. ALL INTERIOR WALLS ARE 70 RECEIVE 3,z SOU,t'D INSULATION OR 3z THERPIAL INSULA7ION. k it 0 0 0 11 • n GENERAL N07ES fOR PLUMBING PINSON DR07HERS 8 ARROYO PLUMBING: PER 1988 UNI7ORM PLUMBING CODE 1. ALL PLd8BINg nA7ERIALS, 6QUIPM6N7 AND INS7ALLA7IOA' SHALL BE DUNE ACCORDING 70 UN1 ORM PLUMBINg CODES. 2. IN NO CASE SHALL ANY BEARING WALL BE BOARDED OU7 MORE 7HAN 40% 07 7HE WID7H PER. U.B.C. SEC. 2518-11. 3. ALL aOIN7S AND PIPES 7HROUGH WALLS SHOULD 3E 7ILLED 0I7H MAS7IC AND COVERED WI711 ESCU7CHEON PLA7ES. • 4. If COPPER PIPING IS USED, PROVIDE AND INSULA7ION MA7ERIAL BE7WEEN COPPER AND S7EEL CONDUI7S. PIPES AND E71 5. USE PLAS7IC fOR DRAINS AND VEN7S WI7H IDEN71716D MIN- Il'lUM WEI9H7 DIV PER U. i'. C. SEC7I0N 401. • 6. PROPER ELEC7RICAL GROUND ROD 70 3E INS7ALLED If PL.AS7IC "COLD 0A7ER" PIPE IS USED. 7. WATER HEA7ERS SHALL 3E LA7ERALLY S7RAPPED 70 WALL S7UDS 0I7H PLZZM3IN9 7APE AND 2-8d NAILS w- EACH END 07 7A.PE. • 8. ALL S7EAN AND 57EAn CONDIENS7A7E RE7LRN PIPING AND ALL COA17INLIOLISLY SIRCULA7ING DOM6S7IC OR 11EA7INg H07 WA7ER PIPING SHALL BE INSLLA7ED AS REQIRED BY PLUMBINg DIV. I 9. 24" CLEARANCE R60UIRED Of PIL07 GAS FIRED WA7ER HEATER • ABOVE tLOOR LEVEL PER U.B.C. SEC7ION 5101 (D). 10. ALL LAVA70RIES, SINKS, WA7ER CLOSE7S, 7AUCE7S AND 07HER rINISh PLU/'73Ir1'g EQUI/'ll7EN7 AS INDICA7ED ON DRAWIi1'gS SHALL 3E AS SELEC7ED 3Y DEVELOPER. • 1 1 , PLUOBIXG CON71RAC70R 7O SIZE SUPPLY, DRAIN, VEN7 A,','D GAS PIPINg. PROVIDE CI7Y WI711 REQUIRED ISO067RICS AND PIPI'VG SPEC171CA7I0NS. 12, ALL WORK AND OA7ERIALS 7O BE PER U.P.C. AND ALL ADOP7ED • CI7Y Of INDIO CODES AND ORDINANCES. 13. REVIEW PLUP73INC SCHEDULE - ALL 7IX7URE 70 BE SUPPLIED AND INS7ALLED COMPLE7E. 14, INSLLA7E HO7 WA7ER INLE7 AND OU7LE7 PIPE A7 WAER HEA7ER, • EX7ERNALLY WI7H R -S3 OR GREA7ER (7IRS7 7111E IN U,"'CON- DI7I0NAL SPACE) . 15. REVIEW LANDSCAPE PLANS FOR IRRIGA7IO1V S7U3 OU7 REQUIREI'7EN7S. :l 0 • II GENERAL N07 -ES FOR PLAN7IN9 1 o/ Z i l III II PINSON DR07HERS 8 ARRO40 11 it 1. 7HE CON7RAC7OR SHALL COORDINA76 KIS WORK 0178 ALL RELA7ED 7RADES. Z. REPOR7 ANY DISCREPANCIES 2E7UEEN FIELD CONDI7IONS AND DRAOINGS 70 LANDSCAPE ARCR176C7 OR KIS REPRE- SEN7A7IVE PRIOR 70 INS7ALLA7I0N. 3. ALL UORK IS SUB;EC7 70 711E APPROVAL OF 711E LAND- SCAPE ARCHI76C7 OR HIS REPRESEN747IVE. 4. ALL PLAN7 MA7ERIAL SHALL BE FULL, HEAL7HY, SHAPELY, DISEASE AND INSECT FREE, AND 07 711E SIZE 7HA7 IS S74NDARD FOR 711E LANDSCAPE APPROVAL AND S7ANDARD FOR 7HE NURSERY INDUS7Ry. 5. 7HE CON7RAC7OR SHALL PROVIDE ALL PLAN7S AS IN- DICA7ED ON 711E PLANS, ANY CHANGES OR SUBS7I7U7IONS MUS7 BE APPROVED By 711E LANDSCAPE ARCHI76C7. QUAN7I7IES INDICA76D IN THE PLAN7 LIST ARE APPROXI - 17A76 AND ARE 70 BE USED ONLY AS A 911IDE. 6: ALL PLAN76D AND 9RASS AREAS SHALL SLOPE 70 DRAIN • 47 % PER 7007, 7. HOLD ALL FINISH GRADES FOR PLAN7ED AREAS 1" BELOU AD;US706N7 PAVIN9 AND CURBS. 8. 7REA7 ALL PLAN76D AREAS, DECOMPOSED GRANITE AND GRAVEL AREAS 017H PRE-EMERGEN7 DEED AS PER MAN- U7AC7URER'S SPECI7ICA710NS. 9. ALL PLAN7S SHALL BE SE7 IN LOCA7ION AS SHOUN ON 711E PLAN 017H APPROVAL OF FINAL LOCA7IONS By 711E LANDSCAPE ARCKI7EC7 DESIGNER. 70. ALL LARGE PLAN7S SHALL BE HANDLED U1711 CARE USING 7HE NECESSARY PROPER EQUIPMEN7. ANY DAnAGED PLAN7S SHALL BE RE;6C7ED AND REPLACED By 711E CON7RAC70R. 11. REFER 70 ALL PLAN7INg DE7AILS FOR PLAN7IN9, S7AKIN91 GUYING, ESPALIER, FINISH GRADES, E7C. FOR THIS PRO - ;EC 7. 12. BACKFULL FOR 7REES AND SHRUBS SHALL BE Z PAR7S NA7IVE 71PSOIL AND 1 PAR7 "NI7ROHUMIS" OR AS CALLED OU7 ON 7HE PL,ANSIDE7AILS. 13. PLACE "49RI70Rl7 PLAN7 7A2S" AROUND EACH R0073ALL AS PER NNU74C7URER'S REQUIREMEN7S FOR BALL SIZE. 7 4 . l7ULCH ALL PLAN7 BEDS 017/1 Z" OF 4 70 3/4 DIAl7E7ER "VI7A BARK" OR EQUAL UNLESS 0711ERUISE SPECIFIED. VERIFY 017K LANDSCAPE ARCHI7EC7. • GENERAL N07ES FOR PLAN7IN9 2 oZ 2 PINSON BR07HERS S ARRO 0 • 15. ALL AREAS ARE 70 LE77 CLEAR OF DEBRIS AND NEAR AND CLEAN AF7ER EACH DAYS WORK. 16. 711E SOD SHALL BE APPROVED AS 70 7HE 7YPE AND SOURCE, AND INS7ALLED AS PER gROUER'S SPEC- • IfICA7I0NS FOR 7ER7ILIZER AND INS7ALLA7I0N, 711E SOD SHALL BE LAID NO LA7ER 7KAN 24 HOURS A77ER DELIVERY AND ROLLED 70 FORM A 719117 MA7 017HIN 1 MEEK A77ER LAYING. ANY DRY OR DIS- EASED SP07S SHALL BE RESODDED. LON SP07S SHALL 3£ S7RIPPED, REGRADED AND RESODDED 70 PROVIDE • A SROO.7H 7RASI7ION 70 ADaACEN7 GRADES. UNLESS INDICA76D 07HERUISE,. GRASS AREAS ARE N07 70 SLOPE 00/2 7KAN 4:1. MAIN76NANCE: • 7HE CON7RAC7OR SHALL PROVIDE FOR DAYS MAIN7ENANCE A77ER 7HE ;03 IS 707ALLY COMPLE76D AND THE ;OB HAS BEEN ACCEP76D BY 711E LANDSCAPE ARCHI76C7. A7 7HE END OF 711E MAIN7ENANCE PERIOD, A FINAL INSPEC7ION SHALL BE MADE BE 711E LANDSCAPE ARCHI7EC7 AS RELA7ED 70 7HE MAIN7ENANCE. • (7UARAN7E£: LANDSCAPE CON7RAC7OR SHALL gUARAN7EE ALL 7REES (IN- CLUDING REPLACEMEN7 PLAN7S) FOR A PERIOD OF ONE YEAR AND ALL SHRUBS AND GROUNDCOVER PLAN7S FOR A PERIOD Of • FOLLOUING FINAL ACCEP7ANCE OF 711E PLAN7IN9 POR7ION 07 711E CON7RAC7. CON7RAC7OR SHALL BE RESPON- SIBLE FOR MISSING OR VANDALIZED MA7£RIALS UN7IL FINAL ACCEP7ANCE 07 OWNER. REPLACEMEN7: ANY 8476RIAL INCLUDED IN 7HIS CON7RAC7 7HA7 IS EI7HER DEAD OR IN UNSA7I7AC70RY CONDI7I0N, AS DE7ERMINED BY LANDSCAPE ARCHI7EC7, SHALL BE `REMOVED 70/2M SITE, AND ANY 07HER MISSING PLANTS SHALL BE REPLACED 47 CON- 7RAC70RS EXPENSE. ALL REPLACEMEN7 PLAN7S SHALL BE 07 • SAME VARIE7Y, SIZE AND 8007 CONDI7ION' 07 EXIS7IN9 AD;ACEN7 PLAN7 MA7ERIALS AND SHALL INCLUDE ANY NEU 9ROW711 7HA7 MAY HAVE OCCURED SINCE PLAN7IN9, SUCH 711A7 REPLACEMEN7 PLAN7S 047CH EXIS7IN9 PLAN7S 07 SAME VARIE7Y. • 7HIS GUAR7AA17EE EXCLUDES 7HE77, VANDALISM, N47URAL DISAS7ER, OR WORK ON 711E PROJEC7 BY 071ZE12S A77ER FINAL ACCEP7ANCE, DURING GUAA'AN7EE PERIOD, CON7RAC7OR SHALL CHECK ALL PLAN7INg AND 07HERUISE MAKE 7HE OONER AWARE 07 ANY ADVE/2SE CONDI7I0111S 7.147 MAY A77EC7 7HE PLAN7INjC, COA,'7R-AC70R SHALL BE RESPONSBLE FOR ANY • 2ANU7AC7URERS 0/2 SUPPLIERS NARRAN7EE DURING 7HE • • • C • • • • • • ARCHI7EC7LRAL UORKINg DRWING ABBREVI47IONS PINSON BR07HERS 8 ARROYO ABV ABOVE CAB CABINE7 ATT• ABOVE FINISHED FLOOR CAD CADMIUM ASC ABOVE SUSPENDED CEILING CP7 CARPE7(ED) ACC ACCESS CSn7 CASEMEN7 ACTL ACCESS FLOOR CI CAS7 IRON Air ACCESS /PANEL CIPC CAS7 IN PLACE CONC2E7E RC ACOUS7ICAL CS 7 CAS7 S701VE I ACPL ACOUNS7ICAL PLAS76R CB CA7CH BASIN AC7 ACOUS7ICAL 7ILE CK CALKING) CAULKING) I ACR ACRYLIC PLAS7IC CLG CEILING I ADD ADDENDUM CH7 CEILING HEIGH7 RDH ADHESIVE CEI CEMEN7 I AD; AD;ACEN7 PCPL CEMEN7 PLAS76R ( POR 7 LAND , ADa7 AD;US7ABLE CM CEN710E7ER(S) I AGC 499RE9476 CER CERAMIC ! A/C AIR CONDI7IONIN9 C7 CERAMIC 7ILE AL7 AL7ERNA7E CMM CERAMIC MOSAIC. (7ILE ) AL ALUMINUM CHBD CHALKBOARD ANC ANCHOR, ANCHORAGE •CHAM CHAMFER j AB ANCHOR BOL7 CR CHROMIUM (PLA76D) ANON ANODIZED CIR CIRCLE APX APPROXIMA76 CIRC CIRCUMFERENCE ARCH ARCHI7EC7 (URAL) CLR CLEAR (ANCE) AD AREA DRAIN -CLS CLOSURE RSB ASBES70S CUL COLUMN ASPH ASPHAL7 COMB COMBINA71ON 47 ASPHAL7 7ILE COOP7 COMPAR7MEN7 AU70 AU70MA7IC ..COMPO COIrPOSI7I0N (COMPOSI7E) .Big BACK PLAS7ER (ED) COMP CWRESS(ED)(ION)(IBLE) 3SM7 BASEMEN7 CONC CONC2E76 BRG BEARINg C/7- U CONC2E7E MASONRY UNI7 BPL BEARING PLA76 CX CONNEC7ION Bal - BED 70IN7 ` CONS7 CONS7RUC7I0N Bn BENCH DARK CON7 CON7INOUS OR CON7INUE BEL 36LOb' ..•CON712 CON7RAC7 (OR) B67 2670661V CLL CON7RAC7 LIM17 LINE BVL BEVELED C;7 CON7120L a0IN7 2I7 2I7UnINOUS CPR COPPER BLK BLOCK CG CORN612 GZZARD BLKG 2LOC9IN9 CURB CORRUgA7ED BD BOARD C7/2 COIZN76R BS 307H SIDES CTL COUN7ER7LASHI1VG BU B07H UAyS CS COLIN76RSINK 207 20770,/l C7SK COUN7ERSUNK SCREU BRK BRICK CRS COURSE (S) BRZ BRONZE C2G CROSS GRAIlI BLDG 3ZZILDIN9 C77 CLBIC 7007 I J U R 2UIL7 LIP R007IN9 QID CUBIC YARD ' BBD BULLE7IN BOARD DPR DAMPER • • • • 11 • • • C ARCHI76C7URAL WORKING DRAWING A2BR6VIA7IONS 11 PINSON BR0711ERS 8 ARROYO 11 Dig DAOPPRO07ING 7N 7CNC(E j DL DEAD LOAD 72D 7I36RBOARD D6M DEMOLISH, DEIIOLI7I0N 79L 7IBERGLASS DM7 DEMOUN7ABLE FIN 7INISH(6D) DEP DEPRESSED 776 FINISHED FLOOR 6LEVA71ON D7L DE7AIL 77L FINISHED FLOOR LIN( MAG DIAGONAL FA FIRE ALARM DIAM DIAN67ER 7BRK 7IRE BRICK DIM DIMENSION 7E 71R( EX7INGUISHER DPR DISPENSER FEC 71R( EX7INGUISHER CABINE7 � DIV DIVISION 7HS 7IRE HOS( S747ION DR DOOR 7PL 7IR6PLAC6 ' DA DOUBLEAC7ING 71) 7IREPRO07 DH DOUBLE HUNG 7RC FIR( RESIS7AN7 COA7IN9 D7A DOV67AIL ANCHOR . 7R7 FIRE RE7ARDAN7 D7S DOV67AIL ANCHOR SLO7 7L9 7LASHIN9 DS DOWNSPOU7 7HMS 7LA7H(AD MACHINE SCREW D DRAIN 7HWS 7LA7HEAD WOOD SCREW DRB DRAINBOARD 7LX FLEXIBLE j D7 DRAIN 7ILE 7LR 7LOOR(ING) j DWR DRAWER 7LCO FLOOR CLEANOU7 DWG DRAWING 7D FLOOR DRAIN D7 DRINKING 7OUN7AIN 7PL FLOOR PLA7E I DW DUMJUAI7ER 7LUR 7LUORESC6N7 E7 EACH FACE .7a7 FLUSH ;OIN7 ( EAS7 77G 7007ING ELEC EL(C7RIC(AL) 7R9 FORGED j EP ELEC7RICAL PANELBOARD FND .70UNDA7ION EWC 6L(C7RIC WA7ER COOLER 7R 7RAME(D)(ING) EL ELEVA7I0N FRA FRESH AIR 6L6V (LEVA70R 7S FULL SIZE EM(R EMERGENCY 7BO FURNISHED By 07HERS ENC ENCLOSE(URE) 7UR FURR6D(ING) 6Q EQUAL 7U7 7U7URE i ECT 6QUIPMEN7 gA GAGE, GAUGE (SC ESCALA70R GV GALVANIZED ES7 ES71OA7E GI' GALVANIZED IRON i EXCA 6XCAVA76 GP GALVANIZED PIPE EXH EXHAUS7 GSS GALVANIZED S7(EL SH667 (XG 6XIS7IN9 9K7 9ASK67(ED) EX17P EXPANDED 067AL PLA76' GC G6NERAL CON7RAC7(OR ) EB EXPANSION BOL7 G! GLASS, GLAZIAIG V EXP EXPOSED GLB GLASS BLOCK 6X7 EX76RIOR GL7 GLASS 7IBER i 6XS 6X7RA S7RON9 GCi'1U GLAZ6D CONC/'676 MASONRY UNI 73 FACE BRICK GST GLAZED S7RUC7URA_f 7IL6 70C FACE 07 CONCRETE GB GRAB BAR j 707 FACE 07 FINISH GD GRADE, GRADING 70M FACE 07 MASONRY GRN gR�l/VI76 70S FACE 07 S7UDS GVL GR,AVE ! j 77 FAC70Ry FINISH Gr 9/z0UND 7.4C( i 7AS 7AS7E,V, 7AS7Fc1'Ci? G7 G;lUU7 r • 0 i 0 i 4) • A ARCHI7EC7URAL UORKING DRAUING ABBREVIA7IONS 11 PINSON BROWRS 9 ARROYO 'l GPDU GyPSU8 DRY- UALL LP LIGHTPROOF GPL GYPSUM LA7R LU LI9R7UEI9H7 9PPL 9YPSUM PLAS7ER LUC LIGH7U619R7 CONCR676 9P7 9yPSU8 TILE LMS LI/7ES7ONE ,HH HANDHOLE L7L LINTEL KBD HARDBOARD LL LIVE LOAD HDU RARDUARE LVR LOUVER I HOD HARDOOOD LP7 LOCI POINT ! Raz READ aOIN7 03 MACHINE BOLT: HDR READER MI MALLEABLE IRON H79 REA7IN9 l7R MANHOLE HVAC HEA7ING/VrN7ILA7INg1AIR CONDI7IONING 07R MANU7AC7URE(ER) HD HEAVY DU7y MARBLE 1 KT HEI9H7 (TAS MASONRY RX HEXAGONAL Mo MASONRY OPENING HES HIGH EARLY STREN9711 CEMEN7 M7L MA7ERIAL(S) KC HOLLOU CORE MAX MAXIMUM HM HOLLOU 17E7AL /TECH MECHANIC(AL) I HK HOOK(S) MC MEDICINE CABINET HOR RORIZON7AL /TED MEDIUM HB ROSE BIBB MBR 86MBER HUR R07 OA7ER HE47ER X7178 MEMBRANE ' INCN INCINERA70R ME7 17E7AL INCL INCLUDE(D)(ING) 177D 17E7AL FLOOR DECKING ID INSIDE DIA17E7ER M FR I Mr7AL 7URRING INS INSULA7E(D)(ING) ORD 067AL ROOF DECKING INSC INSULA7ING CONCRE7E n7HR ME7AL 7RRESHOLD INSF INSULA7IN9 FILL 17 067ER(S) INT INTERIOR 0117 OILLIME7ER(S) j ILK IN76RLOCK MILLOORK IN70 IN7ERMEDIA7E MIN MINIMUM INV INVER i MIR MIRROR IPS IRON PIPE SIZE MISC MISCELLAN60US aC ;ANI70R' S CLOSE7 MOD MODULAR a7 aOIN7 /TLD MOLDING, MOULDING aF aOIN7 FILLER MR MOP REC6P70R a aOIS7 177 MOUN7(ED)(ING) i KCPL KEENS' S CEMEN7 PLAS7ER MOV 00V43LE KPL KICKPLA7E MULL MULLION KI7 K17CREN NL NAILABLE KO KNOCKOU7 NAS NATURAL LBL LABEL NI NICKEL LAB LABOR47ORY NR NOISE REDUC7ION LAD LADDER NRC' NOISE REDUC7 C0E77ICIEN% LB LAG 2OL7 NOM NOMINAL LA17 LAnIN147E(D) NO NON17E7ALLIC LAV LAVA70RY N NOR 7H LH LE77 HAND NIC NO IN CON7RAC7 ' L LE;VG'7R N7S NO 70 SCALE ' L7 LIGHT OBS OBSCURE LC LIGR7 CONTROL 0C ON CEN7ER(S) i c ARCHI76C7URAL WORKING DRAWING ADBREVIA7IONS 11 PINSON BR07HERS E ARROYO 1, 1 0 ORDS OVALHEAB MACHINE SCREW R£FR R£7RIj'ERA7OR OP OPAQUE RES REgIS7ER OP9 OP6NIN9 RE REIN70RCE(D)(INg) Oa OPEN W£B ;OIS7 RCP REINFORCED CONCRE7E PIPE OPP OPPOSI7£ R£I7 REMOVE 0 ORK OPPOSI7£ HAND RES RESILI£N7 OPS OPPOSI7£ SURFACE RE7 R£7URN Ott OU7SID£ DIA067ER RA RE7URN AIR ORWS OVALHEAD WOOD SCREW RVS REVERSE(SIDE) OA OVERALL REV REVISION(S), REVISED OR OVERHEAD RR RI9H7 RAN[ PN7 PAIN7(6D)- ROW RISH7 OF WAY PNL /PANEL R RISER PB PANIC BAR RV7 RIVE7 P7D PAPER 70WEL DISPENSER Rte ROOF [BRAIN P7R PAPER 70WEL RECEP70R RFK ROOF HA7CH PAR PARALLEL R79 ROOFING PK PARKING RM ROOM - PBD PAR7ICLE BOARD RO Rough OPENING P7N PAR7I7ION RB RI1BB£R . 'BASE PV PAV£(D)(ING) RB7 RUBBER 7ILE PV87 PAVEI7£N7 RBL RUBBLE S70NE PED PE[7ES7AL SFGL SAFE7y 9LASS PERF PER70RA7E(D) SCH SCHEDULE PERI PERI17E7ER SCN SCREEN PLAS PLAS7ER SN7 SEALAN7 PLAM PLAS7IC LAI7INA7£ S79 SEA7IN9 PL PLATE SEC SEC7ION . P9 PLA7E GLASS SSK SERVICE SINK PUD PLYWOOD SH7R SHEA7HING P7 POIN7 SH7 SHEE 7 PVC POLYVINYL CHLORIDE SG SHEET GLASS P£ PORCELAIN ENAMEL SK SHELF, SHELVINg P7C POS7 7ENSIONED CONCRE76 SRO SHOR£(D)(ING) PCF POUNDS PER CUBIC 7007 SIM SIMILAR PFL POUNDS PER LINEAL 7007 SKL SKYLIgH7 PSF POUNDS PER SQUARE 7007 SL SLEEVE PSI POUNDS PER SQUARE INCH SC SOLID CORE PCC PRECAS7 CONCRE76 SP SOUNDPROOF PFB PREFABRIC47£(D) S SOL711 PFN PRE71NISHED SPC SPACER PRF PREFORMED SPK SPEAKER PSC PRES7RESSED CONCRE76 SPL SPECIAL PL PROPER7Y LINE SPEC SPECI7ICA710N(S) Q7 QUARRY 7ILE SO SQU,4RE RB7 RABBE7, REBA7E SS7 S74INLESS S7EEL RAD RADIUS S7B S7ANDARD " RL RAIL(INg) S74 S747ION RIVC RAI�I'W47ER CONDUC7OR S7 S7EEL REt REFERENCE S70 S70RAgE RFL R£7L£C7(ED)(IVE)(OR) SD S70Rn DRAIN 0 0 pi 0 1 • 0 n ARCKI7EC7URAL UORKIN9 DRAUIN9 ABBREVIA7IONS PINSON BR07HERS & ARROYO S 7 S7RUC7URAL SC7 S7RUC7URAL CLAY 7ILE SUS SUSPENDED SYM SY811 E 7RY (I CAL ) SYN SYN7KE7IC SYS SYS7E(1 7KBD 7ACKBOARD 7KS 74CKS7RIP TEL 7ELEPhONE 7V 76LEVISION 7C 7ERRA C0774 7Z 7ERRAZZO 7KK 7HICK(NESS) 7HR 7KRESKOLD 7P7N 70ILE7 1 AIR7I7ION 7PD 70ILE7 PAPER DISPENSER 70L 70LERANCE 7 & y 70NgUE AND 9ROOVE 7SL 70P OF SLAB 7S7 70P OF S7EEL 741 70P Of GALL 713 70UEL BAR 7R 7RANSOM 7 7R(fAD 7YP 7YPICAL UC UNDERCU7 UNf UNFINISHED UR URINAL Va V-a0IN7(ED) VB VAPOR BARRIER VAR VARNISH VNR VENEER V R M VERMICULI7E VER7 VER7ICAL Vy VER7ICAL 9RAIN VIN VINYL VA7 VINYL.ASBES70S 7ILE VB VINYL BASE V7 VINYL FABRIC V7 VINYL 7ILE USCI UAINSCO7 U7U GALL 70 GALL G)K UALL KUNG G)C U47ER CLOSET UP U47ERPROOfINy UR UA7ER REPELLEN7 G)S UA7ERS70P Ub)7- GELDED DIRE f ABRIC ld UES7 G)KB G)KEEL BUMPER Gl 4)ID7K, GIDE UIN G)INDOUN Gly UIRED 9LASS Wl UIRE DESK 00 G)I7K0U7 Id G)OOD - UB UOODBASE GlP7 GIORKIN9 POIN7 G)I.- UROUyK7 IRON y.(-cNERAL N07ES 0 II INSULA7ION N07ES: -- 1) ALL INSULA7ION MA76RIAL INCLUDING FACINGS ARE REQUIRED 70 HAVE A FLAMESPREAD RA7IN9 OF 25 OR LESS AND A MAXIMUM SMOKE DENSI7y 07.450 UNLESS 17 IS IN A CONCEALED SPACE AND THE FACING IS IN. CON7AC7 ld17H A WALL OR CEILIN9 . . . SEC. 1713.(c) exc. #2. 2) 'FOAM PLAS7IC INSULA7IONS ARE REQUIRED 70 BE PR076C7ED SEC. 1712. 9LAZINg REQUIRE8EN7S: 1) ALL 9LAZIN9 IN HAZARDOUS LOCA7IONS IS REQUIRED 70 BE 07 SA7£7y GLAZING MA76RIAL . . . SEC. 5406.(d). W, ADDI7I0NAL REQUIRE-MEVS: PROVIDE A UINDOU OR DOOR 70 7H -E EX7ERIOR FROM EVERY ROOM USED FOR SLEEPING . . . SEC. 1204. A UINDOU MUST PROVIDE A CLEAR OPEN AREA 07. 5.7 SQ. F7., A CLEAR HEIjCH7 OF 24 INCHES, AND A CLEAR UID711 OF 20 INCHES (MINIMUM) . . . SEC. 1204. ALL HA2I7ABLE ROOMS REQUIRE EX7ERIOR 9LAZED OPENINgS EQUAL 70 1U0 OR MORE OF 7HE FLOOR AREA (MINIMUM 10 SQ. 77.) . . . SEC. 1205.(x).. ALL HAdI7AdLE ROOMS REQUIRE AN OPERABLE EX76RIOR OPENINGS EQUAL 70 5100 OR MORE Of 7HE FLOOR AREA (MINIMUM 5 SQ. 77.) . . . SEC. 1205.(x). 7HE MINIMUM CEILlNg IN A HA217ABLE SPACE IS 7 7EE7 6 INCHES EXCEP7 KI7CHENS, HALLS, AND 2A7HS MAY HAVE A CEILING HEIgfl7 OF 7 FEE7 . . . SEC. 1207.(a). IIPROVIDE A SMOKE D67EC70R IN ALL AREAS HAVINg ACCESS 70 SLEEPING ROOMS . . . SEC. 1210.(x)4. 0 0 0 0 r] _a 0 `O 1 `! I VA SCALE fULLNt A7IUN [ E7AIL i INSON DR07HERS & ARROYO DEWL (A) (B ) z 0 3• c .p V O \ Qz a v z Ln \0 w cn o r- I-, z h V r3 W Z i 4(' h ) W r h J (n ll. V (-,) V r w >< ^J N \ SCALE 7OUND47ION DE7AIL 17112"=l' PINSON. BR07KERS 9 ARROYO r r 0 0 DE7AIL (C O � � nv ti v � h 3 hti� Z�t N O M QQ 00 h \ \ r \ c N;z w r r 0 0 DE7AIL (C 0' 10 • • FOUND47ION D67AIL PINSON BROWRS & AAAOyO SDE74IL (D) v v W 1 W Nr q q 3 Q W V Ln r ti O O V ri J V v v Zj v (-)o q h rl") q CZ) — 3 (-n q Z3 Z v a h N N N M w o q 6-1 W w o lcz l w v, h c cv re q nt q h Q W SDE74IL (D) 0 ul 0 0 T-OUND47ION DE74IL PINSON BR07HERS & ARROYO SCALE ''/2n_, r f rQ a w N z o w v � •� rQ O 3 � � a v "o w N Ln w �v w h � � z �v w oo N \ rV 'V M A4 - SCALE ''/2n_, r f • r 0 • s • n n n u • • J • 0 L L 7OUNDA71ON D67AIL SCALE A111/2"=1' III PINSON BR07116RS & ARROYO D,'7AIL (a ) ►i 1 /20DRyUALL (BOWIDES) 2"X.4 "S71LDS a 16 " O,C R-11 INSULA7ION 2"X4" SILL PLATE U/ S1107 /SINS & 32"O,C • III 0 0 • 11 r • • • • 0 • 0 • • • • II FINISH FLOOR PLAN SCALE ALE1 ' II II : 'INSUN BRO7HERS S ARROYO GENERAL NO7ES 1. A77IC ACCESS OPENING MIN. 22"X30". SEC7ION 3205a UBC. 708 UNC. 2. FIREUALL FROM FLOOR 70 ROOF AND / OR CEILING MUS7 t3£ AS REQUIRED FOR ONE Hit. CONS7RUC7ION ON 7HE GARAGE SIDE, DUC7 PEN67RA7IONS MUS7 BE MINIMUM 26 gUAGE. SEC7ION 503-4 UBC. 3. SELF- CLOSING 1-3/8" SOLID DOOR REQUIRED FROM GARAGE 70 DWELLING, NOTE. DOOR MAY N07 OPEN INTO A ROOD USED FOR SLEEPING PURPOSES. SEC7ION 503c1 AND 1104 UBC. 4. GARAGE FLOOR SURFACES MUS7 BE CONS7RUC7ED OF NON COMBUS7IBLE MA7ERIALS. SEC7ION 1705 UBC. 5. HEA7H 7O PRO;EC7 /SIN. 16" FROM FIREPLACE OPENING AND 8" BEYOND SIDE OPENING. SEC7ION 3707 k U13C. 6. FIREBOX SHALL BE NO7 LESS 7HAN 20" IN DEP711, SEC7ION 3707c UBC. 7, CHIMNEY 70 PRO;EC7 MIN. 2' ABOVE ANY POR7ION OF 8007 ld17H IN A 10'-0" RADIUS MEASURED HORIZON7ALLY, SEC7ION 7ABLE 37 -2 -CIBC, 8. PROVIDE INTERIOR DOORS'A7 ALL FIREPLACES AND OL7SIDE COMBUS7ION AIR FOR FIREPLACES LOCA7ED ON EX7£RIOR GIALLS, 9, UA7ER HEA7ER AND FURNACE PLA77ORMS SHALL BE (SIN. 78" ABOVE THE FLOOR. SECTION 1370 UPC. 10, MIN. OID711 OF SPACE FOR G147ER CLOSE7 30" CLEAR SPACE IN FRON7 240 , SEC7I0N 511 CIBC, Ll • 0 9 • 0 0 0 0 u 0 0 0 0 0 0 0 0 9 0 E • 0 • 0 • `J Ll T RAMING PLAN I SCALE .1/4"=1' PINSON Bi20WRS & ARROY0 96NERAL N07ES. 1. TOR 7RUSS KAN9Ei2S, USE U26 (6 -16d )CARRYING MEOBER (4-10dx11 /2" )CARRIED 11EMBER. 2. TOR ALL CEILING JOIS7 USE 2"X6" W U26 ;QIS7 KANGEi2S. I 3. TOi2 .CAILT . VALLEYS, USE 2-X6- RA77EIRS & 24-O.C. I 4. BEAM & 1164DEIR SIZES, A. 4"X4" HEADER B. 4"X6" HEADER C. 4 "X8" KEADER I i D. 4"X10" BEAD E. 4"X14" BEAIr! I i F. 6"X4" KEABER I I 1 I i i I I I i i i i I i i I 0 0 • 0 0 0 9 0 0 0 0 0 0 0 0 0 • • 0 11 0 0 0 0 0 SCALE S7RUC7. CROSS S£C7ION D , , , , „ , PINSON DR07H£RS R ARROYO C£N£RAL NOT£S. 1. S7RUC7. CROSS S£C7I0N INDICA7£S, (MAS7£R B£B ROOD). (B£D ROOMS. 1, 2 ) (GARAGE AREA Q1 DOOR 70 LIVING Al2£A.S££ FINISH FLOOR FLAN FOR A SPECIAL N07£ FOR DOOR.) J 11 FRAIUNS DE74IL i'INSON BR07HERS ARROYO E 0 0 11 • 0 SCALE_Ll .La _ i J DE7AIL (A) QJ ti U Z h V Lo O O ti Q a NF L") cn v Z-3 (nC-) a h O H a h h w rt, M C:) h NNS E 0 0 11 • 0 SCALE_Ll .La _ i J DE7AIL (A) 'SCALL" FRAMING DE74IL PINSON BR078ERS ARROYO DC7AIL (B) 0- 0 • W Cl V O r O O 41 O V a , vLn a v v ' a o Ln a , h Ln N . o a z (A E o Ln_ o a v ti Qj h ti w , N r Ln k Z N h N 0 • W Cl to 0 • - a i • fi2Rl7ING. c7C7RIL SCALE . PINSON Bi207f RS ARROyO BC7RIL (C cn w V ti Ln c h V Ln p 0 0 N h p ,zt. h Q) v cJ h - O 4 V 141 O cc V O Zj 3 a z OZt a v O h a 3Ln v a z W 00 \0 r r >'C 00 n! 49 0 0 6 0 9 0 . z3UIL7-UP ROOT'(SNALL ROCK) 112" PLY4100D 2"X60 BLOCKS 20X6"RA7TERS ra 24 "0. EX76RIOR S7UCCO 20W 70P PL47ES 2"WS7UDS 4"XI0"Z36AII VICC44 COLUIIN CAP 4"X40 VOODPOS7 2"X8" FAC, 304RD 18" i • 0 0- 0 0 0 FRAMING B67AIL SCALL PINSON BR071MRS ARROYO DE7AIL (f ) v V w V Q V ,q Ln e w l J LnLn h z o V Q v v c J r h J 3In a z w ( a h Ln kcJ d oo n • 7RAMINg DL7AILS PINSON BROWERS & ARROYO h`ZZ Cn Ln Q W ! i I >COW(nWO J Ln lzt Dov it ?C \ i I I; rk j I SCALL 1112"=I' DL7AIL (G) -11 Ln W z z w Ln I-) w w w c W W W \ r! ti W •L 3FZ QzZtt lzr w h r:) V z 4 h V_ i f ~ k"Z! V FzZ: V ! ! v tirV V m co r\1 c 0 \\ , v h v a•.V w v- Ln I I a 1,I \0,wr\j 3 ZV Z— j W ti rz V W F h Cn 3 (::) h`ZZ Cn Ln Q W ! i I >COW(nWO J Ln lzt Dov it ?C \ i I I; rk j I SCALL 1112"=I' DL7AIL (G) -11 • Ci 0 0 0 0 n 7RAOINS DC74IL I SCALE 1112 n_,i iPINSON Z3120711C12S & ARROYO DC7AIL (3 ) V V h M W h W v Ln v v o CZ) a o h M N O a Ln W 'V Co k . 9 [7 S • • • 0 0 0 7RAMINS D67AIL SCALL PINSON DR0796RS & ARROYO D67AIL (3 ) o V w h Zj V h N O orQ • • 0 0 0 9 0 fINISK ROOT PLAN, I SCALE 7 14"_7, PINSON BR07KEi2S 9 ARROYO GENERAL N07E. 7. OVER REAR PA7I0 AREA, BUIL7 -UP R007 UI SMALL ROCK 2'X6" RAf 7EIRS @ 24 "O. C 01112- PLYWOOD. 2.. TOR TINISK 71LE, CLAY 71LE I.C.Z3.0 #3523. 3. SEE PLAN TOR ALL OVER I I KANGE D106NSIONS L36 01RE I fi2A 1ING. - • i I i i i I i 'i I I i i I i i i i i I i i i i I I I • • GENERAL S7RUC7URAL N07£S. 711£SE N07ES SHALL APPLY UNLESS SHOWN 07HERWISE ON CLANS. 1. ALL 047ERIALS AND CONS7RUC7I0N SHALL CONFORM 70 7HE 1979 • EDI7I0N OF 7HE UNIFORM BUILDING CODE. • • 2. CON7RAC70R SHALL VER17Y ALL EXIS7IN9 CONDI7IONS AND DIMENSIONS JE70RE S7AR7IN9 WORK. SHOULD CONDI7IONS EXIST WHICH ARE CON7RARY 70 7H0S£ SHOWN ON PLANS. EN91NEER SHALL BE N07I7IED BE70RE PROCEEDING 0I7H WORK. 3. ASSUMED DESIGN SOIL BEARING VALUE IS 1500 PS7 A7 A DEP71i 07 12' MINIMUM BELOW NA7URAL OR FINISHED 9RADE (WHICH- EVER IS LOWER). 70UNDA7IONS SHALL BEAR ON FIRM, UNDIS7- URBED NA7IVE SOIL.Oil APPROVED COMPACTED BACKFILL. 3. S£E ARCHI76C7URAL DRAWINGS FOR SIZE AND LOCA7ION 07 ALL OPENINGS, FLOOR FINISHES, £7C. 4. ALL WORK SHALL CONFORM 70 THE PLANS AND SPECI7ICA7IONS IN ALL RESPEC7S AND SHALL BE SUB;EC7 70 APPROVAL By 7HE 6N9[NEER, 6. ALL CONCRE7£ SHALL HAVE A MINIMUM ULINA7E COMPRESSIVE SMEN97H OF 2000 PSI A7 28 DAYS. AGyi2E947ES SHALL CONFORM • 70 AS711 C-33. 7. CEMENT FOR CONCH?E7£, SHALL BE 7YPE I OR II POR7LAND CEMEN7 CONFORMING 70 AS78 C-150. • 1I) 8. NO PIPES Oil DUCTS SHALL BE PLACED IN S7RUC7URAL CONCi2£7E UNLESS SPECIFICALLY D£7AILED. 9. CONCRE76 COVER FOR REINFORCING BARS SHALL BE 3" FOR CONCRE7E POURED DIREC7LY AGAINS7 7HE 9ROUND, 2" FOR CONCRE7E EXPOSED 70 7HE 91ROUND OR WEA7HEi2 BU7 PLACED IN • FORMS, 1-712' FROM 70P FOR SLABS. 10. CON7INUOUS INSPEC7ION By A REyISMRED DEPU7Y INSPEC70R IS N07 REQUIRED. • 11. ALL REIN70RCINS S7EEL SHALL CON70RM 70 ASTM A-615 gRADE 60 (DEFORMED), £XCEP7 #3 AND #4 B4i2S MAY BE 9RADE 40. 0 'SNOIZYGN7WWOO72./ 9.2/?Z/7?LDbL7?NY0 NLIN 7DNb`G110O:)b` NI NOlIV77YLENI 5NIY77C/ G?DVY9 -79 77VYE S7SS7?YZ 'NOIZVD.T 199 z OL' YOIZld 7VIlO2lddY L/Ol LN?WLUYd?G 5NIC/717?9 CINE! LO?LINDYV ?YZ OL C/?LLIW£/nS UNY 2/7Z/nZDV 7?NVO S'YRYL f1£/ C/717ddnS 7£/ 77VYE 5NI0YUG UNY SNOILY77?D7YD SSn2/L 'Z/7Z/ntDY17?NV&1 SYRUL 7HL hA C/ Y'OIYUY 2 UNY C/?N519?9 79 OL 92S97?2lt yOOZ/ WY SY75nOG C/7Lb`7Z/L 72/nSS?Ud 29 77VYE 95NIL002 ?L?Z/JNOO C/NY ?GVY5 NO YFV7S 7L?2/ONOO NO 5NIMY S?LV7d COON *91 'I *G l 'ON '-1'C/ l 'ON 'Y 'G Z 'ON 'ON L2£/ L/O (' *C) 2/IY SY757709 x 9 77Y : SW b`?u X 3 SLSOc/ C/NY 9Z/75C/77 'MY7d X ° Z/?d??C/ UNY 9 X Z 7C YYD NOIL On2/L SNOO r 5NIWV el 77YN X Z ' Y ' G l 'ON : 5NI2 Y?9 SSni/L LY S?Z Y7d dOL 77YO ?SllrlLi7NLO MON SS77Nn '9007702 S1i ?A 77VYE 79VU5 i/7£/Wn7 'OL -OZ d C1eVGNYZE LOnCIOYd bYYLN7?70A 'E'n 10 SNOMAOyd 7lLIM 7DNYGYODDY NI 17VnO? eO '97DO 5g CI?NSI79nd Sb` e?9Un7 LSVOD LEM eOL 91 'ON 977nU 5NIGYy5 1861 OL VY02NOD OL fiDN75Y G?A Oz/dd V NY fiU C1?3 YYV ?C/Ye5 ?£/ 77YYE Y?Ukl7?7 77Y '51 'NOILICI? LS7Lb'7 '„NOILD77212SNO3 7L7L/ONOD C/7O2/OINI?U Z/O/ 70IZDVYd/ GUVC/NVLS 20 7V77NHW LS7LV7„ ?NL 77LI17 ZDAIVIJ /OYNOO NI C/7L2/Odd7?S 7E/ 77VY9 5NIOZ/O2NI?2/ 77Y ' l '7L72,DNOD NI 92/7L7b)YlG UYU OE 7£/ 77VYE dV7 WnWINIW'SLNIOf enOd CINOfi7£/ fi7L07Z/IC/ 5NIJZ/OLNI?e STS 5NIDVdS C/NV 7ZIS 20YE 7NL 7£/ 77YYE UNY SLNIOf UnOd 77V Lb C/7C/IAOL/c/ 29 77VY! 97?NOC/ ' E l '(Ml7c/S U255YZE) fYNO9YU NI S2/?L?UYIC/ 0ti C/NY 7L7Z/ONOO NI 92/?L?b)Yll YYF OE YO dY7 WnWINIW Y YLIM G?Dl7c/S ?£/ fiYW „SnOnNILNOD., C/?3 YVU S2 YU SNIDYOYNI?Z/ 77Y 'Zl OfiO2. IV Y 921?7lLOU9 NOSNId MON 7YUnLOnZ/LS 7VU-?N75 • • • • • 7 • • • • • • • • • • • • 11 0 GENERAL S7RUC7URAL N07ES PINSON BR07HERS 8 ARROYO 18. PLYWOOD SHALL BE CD-IN76RIOR 017/1 EX7ERIOR GLUE (P. I. = j 32/16) CONFORMING 70 UNI7ED S7A7ES PRODUC7 S74NDARD 1-74. I LAY 017H FACE GRAIN PERPENDICULAR 70 FRAMING AND S74GGER PANEL ENDS, NAIL W17H 8d A7 6" O.C. 47 EDGES AND 12" O.C. A7 FIELD. BLOCKING N07 REQUIRED. I 19. SEE 7ABLE 25-P OF BUILDING CODE FOR NAILING OF WOOD MEMBERS N07 SPECIFICALLY DE74ILED ON PLANS. 20. HOLES FOR BOL7S IN WOOD SHALL BE OF SAME DIAME7ER AS BOL7 i f 1132' MAXIMUM. B6L7S AND LAG SCREWS BEARING ON WOOD SHALL HAVE S7EEL OR MALEABLE IRON WASHERS OF S74NDARD SIZE. i 27, 3/8" THICK (MINIMUM) GLASS REINFORCED S7UCCO AS MAN117AC- 7URED BY-POWEROALL, INC." (I.C:2.0. R.R. #3804) 47 EX7ERIOR WALLS 70 BE FRAMING MEMBERS W17H NO. 77 GAUGE NAILS 017H 7/16" DIAME7ER HEADS OR NO. 16 GAUGE S7APLES. NAILS AND S74PLES SHALL BE OF SU77ICIEN7 LENG7H SO AS 70 i PROVIDE 1-1/2" and 7/8" PENE7RA7ION RESPEC7IVELY IN70 WALL FRAMING MEMBERS. 7AS7ENERS SHALL BE SPACED A MAXI- MUM OF 6" O.C. A7 ALL BEARINgS. 22. 1/2" sYPSUM WALL BOARD ("syr). BIRD.") SHALL BE NAILED u17H 5d COOLER NAILS 47 7" O.C. A7 ALL BEARINGS (USE 6d COOLER NAILS FOR 5/8" gyp. gad.) WHERE APPLIED 70 HORIZON7AL '. FRAME MEMBERS SPACED 47 24" O.C., INS7ALL W17H LONG DIM- ENSION 07 GyP. BRD. S11EE7 PERPENDICULAR 70 SPAN OF FRAMING MEMBER. SPACE NAILS A7 4" O.C. 47 S7RUC7URAL WALLS SHOWN ON ROOF FRAMING PLANS. 23. PRETABRICA76D 7RUSSES SHALL BE ASSEMBLED UNDER 7HE APPROVAL OF AND INDEPENDEN7 7£S7ING AGENCY PER UBC S7ANDARD 25.7739. 7HE MANUFAC7URER SHALL BE APPROVED 7ABRICA70R, AS CURRENTLY; LIS7ED By ICBO. 24. S7UDS IN EX7ERIOR WALL AND BEARING PAR7I7IONS MAY BE CU7 0/21 N07CHED NO MORE 7HAN ONE- 7OUR7H I7S UID7H; AND S7UDS FOR NUN -BEARING WALLS, NO MORE THAN FOUR-7EN7HS OF UID7H. BORED HOLES SHALL BE LIMI7£D 70 40% UID711 IN ANY STUD, LOCA7ED 47 LEAS7 5/8" FROM EDGE OF S7UDS. 25. NAILING FOR DIAPHRAGMS MUS7 BE INSPECTED By A BUILDING INS- PEC70R PRIOR 70 BEINg COVERED. i i i • I i I i f • GENERAL S7RUC7URAL N07ES. 11 PINSON BR07HERS E ARROYO iI E 26. 7RUSSES SHALL HAVE PROGRESSIVE EREC7ION AND PERMANEN7 CROSS BRIBSING 47 174XI17UM IN7ERV4LS Of 74IELVE-7EE7 • 07 SPAN FOR LA7£R4L SUPPOR7 70 PR6V6N7I0N 07 LA7E1R4L DISPLAC&IEN7. N07E 7HA7 CON7INUOLS RUNNERS CONNEC7ING 70P AND B07700 CHORDS Of 4Oa4C£N7 7RUSSES, !JILL ONLY BE P6RI7I77£B WHERE GROSS BRACES OCCUR 47 £V£12Y FOUR 7H7RUSS.SPACE, S7AR7ING 47 7HE 7IRS7 aOIS7 FROM 7H£ GIALL. 27. PROVIDE A CER7I7ICA7E 07 INSPEC71ON OR A CER7I7I£B INSPEC70RS H4l7MEJ? MARK 70 7H£ BUILBING DEP4R7MEN7 FOR EACH SLU-LAM BEAM USED ON 7HE PROa£C7. • 28. SILL DINS SHALL COMPLY 0178 A SP6CI7IC ICBG RERSEARCH APPROVAL AS AN AL7£RNA7E 70 SILL BOL7S IPPR SEC7ION i 2907 (e) UBC, i USE 114' DIAI7£7EiR X 3" LONG PINS 0 32" 0. C (MAX) SPACING 017H 1112" P6NE7RA7ION IN70 CONCiR£7£. • • Cl • • • • • • • • • EX76RIOR CLCVA7IONS (7RON7, RISH7, LCF7) III SCALE PINSON BR07HERS 8 ARROYO 1. EX7ERIOR S7UCCO, X-71 MIAMI PEACH (BASE 100 ) W I ff PONER NALL 2. GARAgE DOOR, SCC CON7RAC7OR FOR SIZE, COLOR AND 7YPE. 3. 2"X6" FAS. BOARD . (089 i,4DRr BROUN). 4. 3 ' -0 "X6 ' -8 " FRON7 DOOR. 5. 12"X5'. -O" S747IONARY GLASS IVINDOW 70 EN7RY. RO0/I. 6. 3'-0"X4'-0" SLIBINS GLASS UINDOW 70 [DINING ROOM. 7. 4' -0"X4' -0" SLIDITNS SLASS WINDON 70 DINING ROOM. 8. A DEEP SCREED SHALL BE PROVIDED A7 711E FOUNDA7ION LINE ON ALL 'EX7ERIOR S7UD MALLS. SEC7ION 4706e UBC. 9. SEE CON7RAC7OR TOR FINAL DESISN TOR VENT. 10. 7"X6" LE7-IN BRACE OR ME74L BRACE. 17. 4' -0"X4' -O" SLIDING GLASS UINDOW 70 BED .ROODS. 12. 2'-6'X6'-8" DOOR 70 GARAGE AREA. 13. 4"X10- BEAM, SEE CON7RAC7012 FOR FINAL FINISH, PAIN7 OR COVER WS7UCC6. 14. 120X12" COLUMN COVER WS7UCCO. 75. 5 ' -0 "X6 ' -8 " SLIBINS. GLASS BOOR 70 OAS7Ei2 BED ROOM. • 16. FIRE PLACE. CHIMNEY 70 i ROEC7 MIN. 2' ABOVE ANY POR71ON 07 ROOF 01711 A 10' RADIUS MEASURED HORIZON7ALLY 7ABLE 37-B UBC. 17. 3' -0"X3' -0" SLIBINS GLASS UINDOW 70 KI7C11EN AREA. • 18. 3'-0"X4'-0" SLIMING GLASS OINBOGI 70 DITNIN9 ROOM. 19. 3'-0"X4'-0". SLIDITNG GLASS GIINDOG1 70 [DINING ROOM. 20. 7ILE, SEE CON7RAC7OR TOR 7YPE 9 COLOR. • 27. SEE CON71RAC70IR TOR FINAL SIZE OF 8007 IR477EIRS 2"X6 "@24 "O. C OR 4"X6" IRA77EIRS @ 24 "O. C. 22. 2'-6"X6'-8" DOOR 70 GARAGE AREA. • 0 • • • • • 11 • • 0 REAR ELEVA7I0N PINSON BR078ERS & ARROyO SCALE 1/4"=1' 1. FIREPLACE, MODEL RC -4310 USES 7HE 77.10 (10 -INNER FLUE) SyS760. 2. 2"X8" TAC, t304RD. (SEE CON7RAC7OR FOR 7INAL COLOR & SIZE. 3. 4-X10- BEAD (SEE CON7RAC7OR FOR BEAD 70 BE PAIN7EM Oil Gl/S711CCO. 4. 12"X72" EX7Ei2IOR COLUMNS, COVER UIS711CC0 5. 1"X60 L67 -IN BRACE OR ME7AL BRACE. 6. EX7Ei2IOR STUCCO. 7. 6'-0"X6'-8" SLIMING 9LASS MOOR. 8. 2' -O"X5' -0" S7A7IONAi2y GLASS WINDOWS 70 MAS7ER BEM ROOM. 9. 2' -0 "X2' -0" SLIMING GLASS OINMOld 70 NAS7Ei2 BA71i. 10. VEN7. 77. A 0666 SCEEt7 SHALL BE PROVIMEM A7 7HE 7OUNDA7ION LINE ON ALL EX7Ei2IOR S711MS HALLS . SECTION 4706 UBC 0 0 0 0 0 J s • Certificate of Compliance: Residential (Page i of 2) CF -1R JGuN CAS-rI LLC) — PtntSUN (BPO- j 1-1-220yc 3 S 9a .. projseeTkie ' M a0 E R0 LA 001 W-rA Project Addrm John A Backer (619) 327-4565 DuadinPamus ! Uocaseentad = Av&w Tdepho tamed By /Deet Point System t5 campuanea meaty 0%&r44 PW0.%rN= of cmWo rr) camm" Zara 1Pdaoasat Apny Use Only II r^ 9 GENERAL INFORMATION Total Conditioned floor Ana: I -in n e NO G AS Building Type: X Single Famfly FAmvmotal (check ane or mac) Multi Family (less thea 4 stories) Addition Multi Family (4 or more stogies) Existing -Plus -Addition Front Entry Orientation: North / East / Sou est / All Orientations (ehde one ormae) Number of Dwelling Units: Floor Construction Type: Slab /Raised floor (chic one or both) Infiltration Control: Qiorq t (chde hoe) BUILDING SHELL INSULATION Component insulation Location/Comments TypeR-Value (attic, w amse, typical, etc.) Wall .............. R— 13 Frame Walls t " pt wE.2 W A k -4 - wall .............. Roof ............. R- 38 Typical Roof ............. Floor ............. Floor ............. Slab Edge ..... 0 Typical /pFESSrp\ R Y hq ;Puo -r46r4 EXPIRES 3-31-93 r civ \OF CAFE% 0 GLAZING Shading Devices ♦ Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) (single, double) (rolla blhA etc.) (shK1=mven, etc.) es/no) (metal/wood) Front.... (W) 4_ Double Roller Blinds None Yes Metal Front.... ( ) Single Left...... (N) 57 Double Roller Blinds None Yes _Metal Left...... ( ) Single Rear..... (E) u4. a Double Roller Blinds None Yes _Metal Rear..... ( ) Single Right.... (s) U-7 Double Roller Blinds None Yes Metal Right.... ( ) mingle Skylight....... (_ -- Skylight....... Douhle None N THERMAL MASS Type/Covering Area Thickness Olab/exposed. tile, me.) (s() (M' hcs) LoCatiorl/1]escriptlon (kitchen beik mc.) Slab/Exposed to o1 d 5S 3V Kitchen/Bath/Entry 0 • 6 Certificate of Compliance: Residential (Page 2 of 2) CF -1R voNN C'ASTIII G 31g190 ]Project TUk Date r HVAC SYSTEMS Minimum Duct Type Ownue, cur Efficiency Location Duct Output Manufacturer /Model # conditioner, beat p M) (SE, SEER.HSPF) (auiic. ese.) R -Valle (Btuh) (or approved equal) FURNACE -7a . AIR COLD. C 5 ATTIC 2.5 jc cc)o RQ P5 g6 ►-+.mkoo 09 ATTIC 2.5 5-rolV Maximum Furnace Heating Output: 53 , 2q 3 Btuh HOT WATER SYSTEMS Tank Manufactumr/Model # System Type (storage Las, etc.) Capacity (or approved equal) Special Features) STD CAG- 50 GAL OR LESS. APPROVED MODEL Ge- R . SPECIAL FEATUREVREMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall— retain a copy of it and tranFmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: Title/Firm: Address: Documentation Author Name: JOHN H. HACKER Title/Finn: JOHN H. HACKER b ASSOCIATES Address: 4 501 E. SUNNY DU►�S , SUITE PALM SPRINGS. CA 92264 Te)ephone: ) 32`7\-4565` cignatu (date) Name: Title/Finn: Address: Telephone: �d signature) (date) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date 6 Certificate of Compliance: Residential (Page 2 of 2) CF -1R voNN C'ASTIII G 31g190 ]Project TUk Date r HVAC SYSTEMS Minimum Duct Type Ownue, cur Efficiency Location Duct Output Manufacturer /Model # conditioner, beat p M) (SE, SEER.HSPF) (auiic. ese.) R -Valle (Btuh) (or approved equal) FURNACE -7a . AIR COLD. C 5 ATTIC 2.5 jc cc)o RQ P5 g6 ►-+.mkoo 09 ATTIC 2.5 5-rolV Maximum Furnace Heating Output: 53 , 2q 3 Btuh HOT WATER SYSTEMS Tank Manufactumr/Model # System Type (storage Las, etc.) Capacity (or approved equal) Special Features) STD CAG- 50 GAL OR LESS. APPROVED MODEL Ge- R . SPECIAL FEATUREVREMARKS (Add extra sheets if necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall— retain a copy of it and tranFmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. Designer Building Owner Name: Title/Firm: Address: Documentation Author Name: JOHN H. HACKER Title/Finn: JOHN H. HACKER b ASSOCIATES Address: 4 501 E. SUNNY DU►�S , SUITE PALM SPRINGS. CA 92264 Te)ephone: ) 32`7\-4565` cignatu (date) Name: Title/Finn: Address: Telephone: �d signature) (date) Enforcement Agency Name: Agency: Telephone: (signature or stamp) (date • 0 • Ui C] 0 is U Mandatory Measures Checklist: Residential MF -1R NOTE: Lowrise residential buildings subject m the Standards must contain these measures regardless of the com iance approach used. lmm marked with an asterisk (•) may be superseded by moa stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit document% the featums noted shall be considered by all patsies as binding minimum component performance spmfncations for the mandatory measures whether they as shown elsewhere in the domunerw at on this checklist only. DESCRDMON Building Envelope Mesoura • 12-5352(x): Minimum ceiling insulation R-19 weighted average. 12.5352(b): Loose fill insulation manufacttm's labeled R•Vabr. • 42-5352(c): Minimum wall insulation in learned walls R-11 weighted average (does not apply Io exterior mass walls). 12.5352(k): Slab edge insulation - water absorption rate no greater that 03%. water vqw transmission ram no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets Cali[arda Energy Commission (CEC) quality standards. Indicate type and [arm. 42-5352& Vapor barriers mandatory in Climate Imes 14 and 16 only. 12-5317: InfiltratioNEstfiltration Controls L Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. C. Doors and windows wesathastripped; an joints and penetrations caulked and sakd 12-5352(e): Special infiltration barrier installed to comply with 12-5351 meets CEC gkWity standards. §2-5352(4): Installation of Fueplaces 1. Masonry and factory -built fireplaces have: a. Tight f hung, closeable metal of glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots slowed HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment siring: attach calculations. 12-5352(h) and 2-5315: Setback thermostat on all applicable beating systerrs. • 12-5316(a): Ducts constructed. installed and insulsted per Chapter 10.1976 UMC. 12-5316(b): Exhaust system have damper controls. 12-5314(c): Gas-fired space heating equipment las intermittent ignition devices. DESIGNER I ENPORCEMENT 12.5314: HVAC equipment. water heaters. ssahoweaheads and faucets certified by the CEC. 42-5352(1): Water heater insulation blanket (R-12 or greater) a combined interiopb>tterior insulation (R-16 or gre err); first S fee of pipes closest to tank insulated (R-3 at grater). 4 p Pg piping. 1): Ape insulation on utam and steam condensate return d recit> dating W -4 ;2-5318(d): Swimming Pool heating 1. System has: L On/ofrswitch on heater. b. Weatherproof insauction plate an heata. c. Plumbed to allow for solar. 2. 75 percent thermal efficirncy. 3. Pool cover. 4. Time clock. 5. Directional water inlet Lighting and Appliance Measurers 12-53520): Lighting .25 luanca*S art or greats for general lighting in kitchens and bathrooms. $2-5314(c): Gas fared appliances equipped with iommittent ignition devices. 12-5314(a): Refrigrxatorx, refrigerator-freeter>e, fream and fiuoresca>nt lamp ballasts certified by the CEC- Indicate make and pw&l Dumber. Pace+ R.. W Duawnbr 191x7 0 7' I TC_I=— -1- EFME=RC3`a' . CAL-GUL-^T I CO" ARE=^ . 1 a; JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 327-4565 NAME ------- JOHN CASTILLO ADDRESS ---- MADERO LA QUINTA DATE ------- 3/8/90 MANUAL J FOR HEATING AND COOLING LOSSES IP AREA BLDG 1700 SQ. FT. PERIMETER 188.8889 LIN. FT. INSULATION R VALUES .FLOOR 0 ..CEILING 38 ..WALL 13 ..DUCT 4.' AREA NORTH WINDOWS 57 SQ.FT. PERCENT OF AREA 3.353941 AREA EAST WINDOWS 64.8 SQ.FT. PERCENT OF AREA 3.811765 AREA SOUTH WINDOWS 67 SQ.FT. PERCENT OF AREA 3.941177 AREA WEST WINDOWS 49 SQ.FT. PERCENT OF AREA 2.882353 AREA SKYLIGHTS 6 SQ.FT. PERCENT OF AREA .3529412 TOTAL WINDOW AREA 237.8 SQ.FT. PERCENT OF AREA 14.34118 THE U VALUE OF THE WINDOWS IS .65 DUAL PANE SOUTH OVERHANG LENGTH 3 INTERIOR THERMAL MASS AREA = 355 SCS FT. INFILTRATION(STD 0.018, MED 0.014, TIGHT 0.012) = .018 HEATING LOSSES FOOTING LOSSES... 6558.222 BTU CEILING LOSSES... 1334.177 BTU WINDOW LOSSES.. 4791.67 PTU WALL LOSSES.... 2722.251 PTU INFILTRATION LOSSES... 7588.8 PTU TOTAL HEAT LOSSES PTU/HR.. 32995.1' S GAS FURNANCE SIZE 53893.66 PTU OR 45,000 PTU COOLING LOSSES FOOTING LOSSES ... 80.741 PTU CEILING LOSSES... 1721.519 PTU WINDOW LOSSES... 14991 PTU WALL LOSSE-S.... 350 7.065 PTU INFILTRATION LOSSES... 364 PTU N0. 'OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 PTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSESCSENS? 36332.33 BTU 0 0 0 n U 0 r 0 L POINT SYSTEM SUMMAP.Y:CLIMATE ZONE 15 P -2R PROJECT TITLE=JOHN CASTILLO DATE=3/8/9() JOB SITE=MADERO LA OUINTA BUILDING DATA CONDITIONED FLOOR AREA= 1700 NUMBER OF STORIES= 1 SLAB/RAISED FLOOR. SLAB TOTAL GLASS AREA 243.8 SO FT %GLASS 13.98824 CHECK: ALL APPLICABLE UNIT TYPE CONDITION(S) (X) SINGLE FAMILY DETACHED (SFD) ( ) ADDITION ALONE ( ? SINGLE FAMILY ATTACHED (SFA) ( ) EXISTING BUILDING MULTI -FAMILY (MF) ( ) EXISTING -PLUS -ADDITION SCORE CARD MEASURES POINT SCORES 1.CEILING INSU. 38 ci NORTH 2. WALL INSU. 13 X .2552 -5 0 3.RAISED FLOOR INSU 0 B. EAST ci X 4. SLAB EDGE INSU 0. = .977624 1 0 C. S.INFILTRATION STANDARD 3.941177 X 12552 = 1.005788 6.GLASS HEAT LOSS DUAL PANE U= .65 2 8 -353 . 88 3J. SUM 1-6= (-3 4.88::.:53 7.SHADING (SHADE OPEN) SKYLIGHT .3529412 941 X GLASS AREA SC= .6776 0 .3529412 9. INTERIOR A. NORTH 3.35 941 X .6776 = 2.271953 0 57 B. EAST 3.811765 X .6776 = 2.58852 -1 64.8 D. SOUTH 3.941177 X .6776 = 2.670541 0 67 E. WEST 2.88 353 X .677E = 1.953082 0 4'3 H. SKYLIGHT .3529412 X .77 ._ .3717647 0 6 S. SHADING (SHADE CLOSED) % GLASS SC= .2552 A. NORTH 3.35 941 X .2552 _ .0556706 0 3.352941 B. EAST 3.811765 X .55 = .977624 1 3.811765 C. SOUTH 3.941177 X 12552 = 1.005788 3. 941 17 7 D. WEST 8 -353 . 88 3J. X . 55 -, .iJJt _ ..35 5 i JJJ7f'iJ 4.88::.:53 E. SKYLIGHT .3529412 941 X .77 = .2717647 717647 0 .3529412 9. INTERIOR THERMAL MASS 1.8 -1 10.EXTERIOR WALL MASS 0 0 SUM 7-10 =( 5 ) 11.HEATING SYSTEM .72 S.E. X.82= .5904001 0 13.COOLING SYSTEM 9.5 SEER X.81= 7.695 7 13 WATErR. HEATING S. G. SE) H vJ. R. 0 - -7 TOTAL POINTS t - TRUSS DIVISION THE �� Q ST IUi�ER .Co ••Lumbarme�i �e.7884" 83-490 .frdiO :Bwevard IndFo Cagorrda 821/(619) 347-9754 HOUSTON TRUSS � INDIO, CA GTI, U.B.C. STANDARD 25-17 SECT. 25.1738839 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INC. 0 • ! • 1u1.•; Vent Idockd may h.• umlttrd R -2.4x4.5 where no vrut is rrymrrd Y 8 F I = ` > o — F i b h n 8-2.4 4.5 V:.rlr HOUSTON TRUSS INDIO, GA ,GTI U.B.C. STANDARD 29-17 © SECT. 25.1738339 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INC.' R-. 8x3 or equal Cuitwl bw 2r;4 la.:l dal ('umut for 2x4 laid f1:.1 fsl.ecing p. -r Lnil•ling 1 an+) 71 ic•1 ;.,Id -on w'nh .1 Ic..lc u1 n "n.... 2.164 na r. •. hn.6lrr) i n ttn.l' Cnbw..r "11ff Nnul" rin.m•+ 1..•In•I• Vm- 2.%4 l)uU.wlkrrt • 0 • 0 • •La P4 oFRr ;•4j (44, e I►h:xn:\ 1`4111'll'I•It'11. t::\It1.F: h:KUTItl1s> "fe of AL c- 0 e.1 lt.°• C 1• ' r b 1•.l4i - ?► insou f F '. c .n. cai 0 . Oa co -O • • ... o` ~ ca r , • y ya 1.v R -2.4x4.5 / GAIII.E F.NI) THI'FS 2_IRd n.it Cablr hand Itra..ul: Plate Line ALL LUMBER TO BE: STANDARD GRADE ITEM -FIR OR BETTER File No. GE - I m..02ttI.e...dtir>•wd..ry•r.wa..y...+.zt.o.e.^.'°..••,•r.:,.ar..r... .•..•w-+•+••w..: I.omwcar[sccwruriw.oca It Dale: 12/1/74 0' .r . L; §7dMTFtS Ref•R-S-25-1 De..By:M Ck.By:i ert•••-nn..'ww.mroe..rrw9. --s;gnwdeconvany ►►Of.r.O.o.G:.w...•racc.w.•m....c..eti..wP.r.aww.c.•.rw.m•oa..+.d.a....... rrr.•w...aw .row.c.'.•o+.r+a r.. r a o wWa. .. e i DPA M THE AC 900, (3N♦L MBER Co. ' : , Irmo C.tkosrdq 9=1/(619) 3347-9754 TRUSS DIVISION 1 1 - THE AC fH._C S WMUR Co. _ •'L=Shw 1884,. 1:st1>'l:4 VAFTFQ a::n .In St ie nn• nr53-450 11= Boulevard S.1- Ur I . d 21 1 I)F 1.8 A 1"---- - ---- - 7' 5" 7i "- kX50 Cafdoda 92201/(619) 347-9754 1.0*111r)r. CrIIE41%: j%jp" -- -•-------•---------T-31 %xc =2 OF R -1:6x3------- 175i1 1"•51 ----------- <= 1.25 .(FOR r,EILI1'G Jr)IST RF -1.0, CS1=1.0) 7' 3" 1- n" 9; 5" 7' fi" 7: 3" ?.a t:tm OF __-_._.-__._ - IJ5) - 7' UL>=.5•LL ?° ---15' I any pitch (see chart) ' 2" a SLOPES <a:12-_SLUPE.S>=a:12_-AL4.SLOPES.:_ 2- 7'_2-_6 _8"_ h: 3" rEILiNG_JOIST ___- ___.. __.. --•- _- __-- - _ - - ----- = nEF --- 1C=LL w=LL y=LL+K+OL :I=LL i. T-32, 5" c nEF<=L/P.40 DEF<=L/Ifin nFF<=L/180 OF.F<=L/240 R-1. 6 1•af:;,E$:1IFS: -..__ ----- -- _....... ---7--•-•---- 7" 5' 0" ' _• ..... 5=3.06 . 1= 5.39 2" 5' S" • 5' 0' L.•a nr .• 1.5 11,511'- 21 t-, 5=7.553. 1=20.797 - --- 7' 0" 6' - fi" ---.._ .._.. _ - - -_ -•-- .. -1 .15 .r _ _ ..-_- ... I: =1 •' .. _._•--- -- _-.--.___-- _-- -t. _ • _---- _-- ----=-- --- - ):"---• fii 7 0" ---------------------------------------------------------------------------- - ----- - - - - ---HsFTER --- -- - - -- ----f:aFiER 9. CEILING see chart for maxi -ll a spans and 7' 0" xc =2 rIc 1.a SLOPE<c:12 51.0PE>=a:'12 6- h'IO" -- t. JOIST res ecti: a 11:t:1ber grades is; -.7y_3" 7" 7' z"- F%i a^ / 10' 6" . •---... _..-- . I _L;VF. Ln_n ---- -- -- gNSF 20. OP 5F ---_> 2• 6; SF 2n. 1!.nP;F lh.n:'SF• 16 OPSF .. 1n.OPSF -- -- stu .... _. .._. 2x4 stud .•:t.th T-31, R-1. 6r.3 '! =U LnAn 152n.GNSF 4P.01sF 7.OP5F 10 19..OPSF S.OPSF supported) no- . r-e-cu••.-r-e..J_ 1(11-'L LI; -'D1 -•---- • • ____> 2e1.uPSF 0. •-- - _-- - --c,nPSF _23.nPSF O.gPSF 353.(PSF - - IS.PSF -_--( ..1_t.-tc_ .._c..h.o..rd _ _ ,.. - - _ c plates sized for r.;-:-tdling only and may be E F; 111 xc \iU1111P 1.2r•50 replaced with any equal fastener F ro' tiIZ. ,. -0..= - 15' n N, 1" 7: ■ 7; 1" 9; 5" 7.1ns S- h' 2X6 GS I)F 1.8 A 1"---- - ---- - 7' 5" 7i "- -- - qi- q" - j%jp" -- 7'''jn %xc =2 OF 1.7 175i1 1"•51 F' o" 7' 3" 7' n" 9; 5" 7' fi" 7: 3" ?.a t:tm OF 1.5 IJ5) - 7' 5" -.5 ..y5" ?° ---15' 6' 2" 8' 7 •2" 2- 7'_2-_6 _8"_ h: 3" 5; Wry tc 1+04 Son h. t' b" 6" 5; 9" 5, 5" 7' 2" 6' 3" 5: 9" ).x= S7unDF ?Yc STLI (IF i.5 1.5 6 5' 7" 5' 0" ' n" h' 2" 5' S" • 5' 0' I -F 1.5 11,511'- 7• - fi"- - --- 7' 0" 6' - fi" --i1--1" 7' d" -• "- 7 0 x = = J 1.5 725 9' ):"---• fii 7 0" 6' E" 9. 1° 7' a" 7' 0" xc =2 rIc 1.a Ilti4 7' 6- h'IO" -- 6' h" is; -.7y_3" 7" 7' z"- F%i a^ 6!10 10' 6" d27--...6, 3" 7" 5,11"-__5:_6". I1, 0° ': 1. •. a1 1:F 5. 3" 121 0 12' n" 5'In" 0" ... 5' 3" a'11" 13, h' S" 5, 8" 111 xc \iU1111P 1.2r•50 c2 5'lu" 1.< S' 3" a'1l" S- h' S" ? b" _ 5' S" :.xc..STU !+F 1.2 alb 5' 0" - 4: -6"- 4, 2"-- - -5•-, " 1.7. - _.4,10".. 4,._6"• 2X6 GS I)F 1.8 lAn1 17' o" I1' it Is 11' 2" 15' 2"12' 3" 11' 8" - OF 1.5 1590 12• S" 11V 5" 111 ?° ---15' 1." 12' 3" Wry tc t1F 1.7 1P.54 t2' b" 111 5" in, 8" 14' C" 12' f1" xg r3 OF 1.5 7?+ 1' R" fi 6" R• i" In' R"- ..a. _ 9 St _1,UnF 1.5 725 9' ):"---• fii p„ - - 8,..1„-- ---- _ 10 91 ,° 8, 8" I?c St NF 1.5 Ic11 12' n" 0. 10' 6" la' 3" 11' 7" I1, 0° ': 1. •. a1 1:F 1.5 121 0 12' n" 11' 0" ... in' S" ---' 13, 9 " 11 ' 7" 111 2" I.!rh c2 1•F 1.< It ;1 11' S- 1n. 2" 9..h"- 121'7"'--'ll-.1"...__10f il.1n =z HF 1.7. $75 d' 7 9" 7' .S° 4. 6" R, C" 7. 9 1tIILIW: 1.1 575 _... fi• F ----- 7,-9 ----7 • 3' y h,----fi, -n..-._7 .9.'..- E.1 V141 -:11-F_ (1/1) C51=1.25- F/2P/77 LL 11EF=L/2'=0.L/l,tn 1n' 3" 9'11" 8' 5" _ 15'11" la' 6" 15 2" I too .e4tA a PISS F1i L - C• iS:TE).S T— ICA t c lam. HOUSTON TRUSS _ t T T U.B.C. STAKDARD 25-17 sECT.2s.t73as59 j J NER-275 C ' • QUALITY AUDITED• BY PRODUCTS INs?ECTIOVI L••C' _ II•I i lllill ° _ II i.I I ! I ' - _ 1 I ' •`.- ' 1 t '1 Al f'_r f eft i1 G• ' uw .. = 17 I_ — ----• - . _ moi'`/ `'' .' I (i.:IG n J(. ter+' :/_ ;: :.-►• ' j.G. YI 1!ssF t% 1-4 ,ca TRUSS DMstoN a - • I E A c ` ouslom! • upt C. "Lumbo :nen Since 1834" Indio Calitorr::a PZ0Ii(6I!i) :47-9754 C> . '. 0 Y CA > co n t b vV tn. 1--t 0 n n• C4 : to Q • 1:7 rt r. :) N • N 1 O V y 1 • r O . OESIGN LOAD TOP LL= 16.0 PSF- TOP SF.TOP OL= 14.0 PSF BOT LLa 0.0 PSF BOT OLP 10.0 PSF* *5PSF REDUCTION TAXEN IN AXIAL STRESS ONLY OUR OF'LOAO INC 1.25 SPACING 24:0 IN 0/C . NON—STANDARD LOAD JT LBS SECTION PSF NONE NONE JT REACT MIN SRG 5 70u0. 3.50" In MBR LEN FORCE NOR LEN FORCE MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 1— 2 5.21 —1691 5— 8 10.85 1510 2— 6 —436 3— 6 425 4— 6 —436 2— 3 5. 17 —1163 6— 1 10.85 1510 TOP 2X4 OF—L N1. 3— 4 5.17 —1163 BOT 2X4 OF —L Nle 4— 5 5.21 —1691 WEB 2X4 OF—L N3, 3 4X8 11 I JAp 6 0/A SPAN 22— 3- 8 (FT. INCHES, 16THS) SCALE= 0.250/1.0 REC CNB= 0.27" AT 8 IHANOI ING AND ERECTION MandlIng and Erecr,on are not the tesoonsibitity of the designer nr rn• Otare manu4r. tiler Trusses are to be handled with particular care during banding and/orbundting delrveryand,nslanatrontoavoiddamage Temporary and permanent brat ing for holding trusses in a straight and plumb position, and for res -sting lateral forces snail be Oasrgnad and installed by others •(;aretul handling is essentialand election bracing is always reauved Normal prec-41-onary action lot trusses requires such lemporary bracing during installation between trusses to Svc .0 toocbng and domino,ng • The supervision of erection of trusses shall be under the control Of Persons experienced in Ine installation of trusses. Proles. sional advCe Shan be sought it needed •Concentralion of construclion loads greater then the design lo.ds shall mol be spohad to lrussss st any lime, .No IOSOS Omer than In* weight of the *rectors shalt b* applied to Pusses unlit *her all fastening andbrscing is completed DESIGN INFORMATION Design meets with the latest revision of National Design Spect- Ircation For Stress Grade Lumber and Its Fastenings, of the National Forest Products Association. and Design bpeci6ca. Irons lot Light Metal Plate Connected wood Trusses. of the Truss Plate Institute (TPI). NOTE $.Connector plates shall be located on both laces of the truss with nails prooetly imbedded and shall be symmetrical about the joint unless otherwise shown. 2.AII bracing and election racommend*lons are to be followed N accordance with bracing of wood Itu2ses SwT 76 of TPI. 7.11 an Individual trussed unit requires more than one truss. trusses Shan be fabricated as a separate unit. then nailed or boned together as noted. *.The de Sign assumes compression chords 1100 Or bottom( are eonttnuousty braced by sheathing Where bottom chords in tension are not fully braced by a property applied rigid ceiling. Inev should be braced at a ma.imum Spacing of 10'0" o.e. MATERIALS AND FABRICATION •Pla les Shan nor be installed over knots. knotholes or distorted gram Members small be cut for light filling wood to wood bearing -Plate centerlines and pint centerlines shall coincide eacept as otherwise shown. •OOub' cuts on web members shall meet at the centerlines of thew .tsunlessolmetwiSe shown •ATI m derials ate in accordance with the applicable Section on malesiats of the TPI Design Specrlicabons -Fastener sizes shown ate actual manufactured sites and may need lobe increased in site lot certain handling and/or Stec. Don procedures •Camber as shown on INS drawing is that recommended lot normal conditions of loading and fabrication. Camber may be revised at the option of the labticalor or arclntecl DATE 6/15/89' JOB IO GAL2BC SHEET OF ac iFESSn! J Jo. 314 civ X_ OF In b f/ ¢ T /R UD )SS ja [/ISSjI 1 N W OIR6 C13 is "ambe.^nen Since 1884" s.,3o h ac Soulev;a d Indict Calitorr'a P22ot!(ir1Sj :47-9754 0 0 J • 0 TYPE* 800 GIRDER LUMBER REQUIREMENTS •- MAXIMUM MEIN SPAN TABLES TRUSS TYPE 800. 4.00/12 SLOPE, GIRDER TRUSS DE SIFNEO ACCORDING TO TPI -74 AND 1973 NOS 4U.0 PSI TOTAL UNIFORM LOAD TCLL • 20.0 TCDI • 10.0 BCII a 0.0 SCOL - 10.0 SPACING • 24IN. O.C. ALL114ASLC STRESS INCRIASE • 1.2S PUTT CUT • 0.25 IN. 1-30-78 2 1 6 TOP CH010. 2 a 6 BOTTOM CHORD 2 1 6 TOP CHORD, 2 1 8 BOTTOM CHORD ND 1 S DRY/GRN DOUG ITR NO 1 S ORT/GRN DOUG 111 GIPDEI GINDE1 SPAN 1 -PLT 1•SCAB 2 -PLY ?•SCAB 3 -PLY 34SCAe 4 -PLT :PAN 1 -PLT 1•SCA9 2 -PLY 243CA9 3 -PLT 3•SCAS 4 -PLT 12 22-01 28-06 4S-06 SU -00 50-00 SFI-00 SO -00 12 14 11-06 23-01 36-05 43-04 SO -OJ 50-00 50-00 14 22-04 27-09 46-01 50-00 SO -00 SP -UO Sn-OD 16 14-U3 19-J2 2v-10 35-11 4S -3S SU -00 50-00 16 12-05 23-33 39-04 44-04 SA -00 •O-00 SO -30 16 11-10 16-03 25-00 30-04 38-02 43-11 50-00 1 I 15-07 19-10 32-06 37-11 40-05 SC -00 52.03 20 9-11 13-10 Z1-01 25-11 32-03 37-06 43-05 20 13-03 17-02 27-11 32-10 42-07 48-00 SJ -30 22 6 -US i1-11 18-00 2Z-04 27-01 32-03 37-02 22 11-06 15-01 24-04 '28=10 37-02 42-C1 50-33 24 7-02 10-05 1S-06 19-05 23-10 2E-00 32-01 24 10-90 13.04 21 -OS 25-06 32-G9 •r1-03 416-0t 26 6-G2 7-J1 13-06 17-00 20-09 24-07 28-01 26 8-13 11-11 19-00 72-09 79-01 33x03 39-03 28 6-00 11-10 15-01 18-03 21-09 24-08 28 7-09 10-07 16-10 20 -OS 25-11 29-09 55-03 SU 7-02 10-05 13-05 16-02 19-04 21-11 30 6-11 0-06 15-00 13-04 23-02 26-09 31-34 32 6-05 9-03 12-00 14-05 17-04 19-01 32 6-02 8-07 13-06 16-07 20-10 24-02 28-02 14 8-03 10-10 12-11 1S-08 17-07 34 7-10 12-02 15-01 18-10 22-00 21-36 36 7-05 9-09 11 -OR 14-02 15-10 36 7-01 11-00 13-09 17-01 20-01 23-03 31t 6-08 8-10 10-06 12-10 14 -OS 36 6-06 10-00 12-07 15-C7 1E-04 21-112 40 6-01 8-01 9-07 11-09 13-01 40 9-02 11-07 14-04 16-11 19.7's 42 7-05 8-09 IU -09 12-00 42 q-05 1U-08 13-02 11-07 17-11 44 6-09 P -o0 9-11 11-00 44 7-08 9-10 12-01 14-05 16-06 46 6-03 7-04 0-01 1f'-01 46 7-01 9-01 11-02 13-04 15-33 46 6-00 IS 9-04 4B 6-07 8-06 10-a4 12-U5 14-^2 SU 6-03 7.00 R-07 SO 6-01 i-10 9-U7 11-07 15-02 ►Ar, TIE -14 SPAN tCf 1 -PLT DUE TO dEAfiING -NC.•. D"•U4 FIR 2 A 6 TOP CHORD. 2 110 BOTTOM C14009 GIROtt f4C.G PSA Tl AT 1.25) NO 1 S DTT/GRN DOUG 111 SPaN 21 4 PLT 71 d PLT 2r 6 •l1 711C rLT 2,12 FLT GIRDER ------------------------------------------------------•- SPAN /-PLT 1•SCAB 2 -PLT 24SCA9 3 -PLY 34SCAB 4 -PLY t4 17 -SO 26- 4 3S- S 43- 0 55- 14 25-00 29.06 SO -01)50-00 SO -00 50-00 50-00 tl 13- S iU- 1 27- 1 35. 1 A. 2 16 20-11 24-1U 43-05 48-06 50-03 50-00 50-00 27 10. a 16- 1 21-10 •A•- 4 34-11 i6 17-U0 21-04 37-01 41 -UL SO -00 SO -00 SO -Oa Zo - S - 3 18- 2 23- 8 io- tU 15-04 18 -GI 32-03 36-05 49-01 SJ -GJ SO -00 3G 7. 3 t - ! •'.- S - 3 25- 22 13 -OS 16-05 28-04 32-02 43-02 47-05 50.00 34 6- 2 4- 1 13- 5 17- a it -14 24 11-10 14-07 2S-01 23-08 3q-05 42-04 SO -00 3e S- 4 !- 5 11- 0 TS- 7 to. S 26 10-06 13-01• 22-05 2S-09 34-05 38-01 46-04 4I a. 7 7- S 1(+- 6 !3-11 17. 4 Z6 9-aS 11-10 20-02 23-04 31-03 34-06 41-10 40 .- 1 6- d 4- 5 17- 4 15- a SU 9-05 13-U9 i8-04 21-33 20-32 31 -OS 3N -OO SL !- 7 5-11 •- 6 11- 4 .- 3 32 7-J7 9-09 16-011 19-05 25-0A 24-39 34-09 !4 6-11 3-11 15-03 17-10 23-01 26-05 31-.10 )6 6-1.14 5-03 14-00 16-06 21-01 24s05 29-04 NOTES: 38 7-07 12-10 15-02 19 -it 21-06 27-00 1, FiND MAX. YiE-SN SPAN FOR I PLY FROM TABLE BY ENTERtNG tU 7 -GO 11-U9 14-31 18-04 42 5-n5 10 to ;4:01 ;8:04 17-00 2U-10 1-) 4 24-11 23-U1 GIRDER SPAN AND BEARING PLATE SIZE. 44 6-00 10-01 12-01 15-09 1N-00 21-05 46 4-04 11-04 14-06 16.10 19-11 2, TAKE THE NUMBER OF BOTTOM CMCRO PLIES PLUS BOTTOM CHORD -- 46 6 ab 10-07 13 Ge 1-o 5O 1• .4nT SCAB, IF ANY, TIMES THE l -PLY MAX, TIE-iN SPAN TO FIND 5u C-01 9-11 1i-09 14-G9 17 -Os ALLOWABLE TIE-IN SPAN DUE TO BEARING. S. IF ABOVE TiE-IN WIDTH. SPAN iS DEFICIENT, INCREASE THE BEARING WEBS ARE TO SE 2X 4 STAND ORY/GRN DOUG FIR W3 IS SX . CONSTZ ORY,'GRN DOUG FIR 4, CHART SHOWS ONLY'TME 'SE -IN SPAN PEiM(TTEO, WiTH 74E LATERAL SPACING REQUIRED AT MIDPOINT OF WEBS ROOF LOAD ON THE SACKS:" JF THE GIAOER, ASSUMING ','-0" W2, M4 ►0R I -PLY .AND I-SCAB=ONDiTION ONLY SPACING. ALREADY OEDU=TEC. J] GENERA: NOTES T J2 JI 1. BOTTOM CHORD SCABS MUST Be eOUAL TO I C •1 eOTTOM CHORD LUMBER GRADE AND SIZE. G • THESE SCABS SH':ULO Be APPLIED TC THE f• SACK Sloe OF THE GiRDER, _:S,f ON TNe JS 3 JS TIE-IN SPAN S!Oe, I G\ 4 In CTS. 2. BOTTOM C:!"D SCABS MUST Be SPLICED •v, ATRUSS T A JOINT LOCATION,LSING THE OPTIMAL TRUSS CHORD 5OLSCC CONNECTOR PLATE SCHEDULE SHOWN ON .• • y , • Ih ltw, > a 6555 ..,. . F hf t yi Ce CT CB G'S I + THE APPROPRIATE GIRDER SERIES *LAYING REACT. J8 J JB REACT.1J0a v DRAWING. 3. REFER TO APPROPRIATE GIRDER SERIES ``^ _ _ PLATING DRAWING FOR HAILING SCHEDULE-_ :"i is •R 1r. I OF MULTI -PLY GIPDER TRUSSES. BOTTOM CHORD SCABS SHOULD BE CONSIDERED / \•1 4 •r •` „ r•,e':• Ii aft -0. t ;5 ;(: v, 1: fAlt ,oV-x- ? •Tau °QUAL TC AN ADDITIONAL PLY FOR 11ASL- ' / '•(• 71 :x! r :I9rt ING PURPOSES ONLY.•'.' . a/12 T"C a00 40 ►ti If. ` • rit ; ; Vv ♦ , 1LO►l ANOAt x04211 +It loaA!f t«+ ` \1•'m °; "•.j • •.'.r\' ' 4, ALL MEMBERS MUST BE C7T TO SCAR, WITH PLATES CENTERED ON JOINTS uN- C r• 27.6•is•tt L 2•-13.L•fl -a4.3•Gs uf. •GS-31.5•Gf r2• 5.0•fs•cf• 7.3.03x., -s.S•rt•cf •1a,9•ti j. ' K a•p `• • LAt `' ..,i ' Ip9iF3%ryf+i LESS OTHERWISE SHOWN.•. 70.5•rf • S• 43.0•G3 rS• a,q.r5•tS• 13.0•ts rlcr ,`a`= r•. r 4 . :.``\i: wr i, °^ !• 0 S. TRUSS CHORD SPLICES SMALL BE LOCATEO •l•ertort• 10.0•fs•61• 20.0.42 / , (w+.e;• . ' "'' Y .+ .T I 4 ` • '- 1/4 OF cHE PAIIEL LENGTH C_ 6"l, 1 MEASURED FROM A JOItIT, j J •1• J 2• 7.1•ff 0.0•fi•ct• ,OINi IO HS •Gt. 5.3•G1 1 7.5•ct J 1• 3.6•ri•oS• 2.3.15 q - 5.0•IS•Gs• 7.5•Gt yam, I !Lr I ( Rif •ki• j 1 r `•!1'n { J 7• 0.0•ts•At• ?.O -GS N ,y ` •rl of `4 " \ l;7tlyda/y - ItA• 614•to SPAN -AT.) p Hydro-A/r Enp/neeN 4 Inc., 1878 Hydro -Ar Ermemrnm0, InC. IS responElDle la SUUCnRiI d111140 AROr7CY antY• ORS80 an Ole de3lge Ctlterts Shawn on 800 this dawnlq. Connector Me CAkulAtIon1 arm valld onry for Hydro -Air Cannata OW68. HyaO•All ASSumes no res0on• SIDUfy for OQnM3Mna1 ueuraty. !e ;nele 7oceaneee, 110003t= qualey Of unito mew, n13ullaflon Of tnllfef. not (N4/111 rear ftraclure Dawn. Fa Infwmalt011 HYQAQa/i1iV 4/ 1 i i L J P E T f I CODE reglMlnq goncallon, duality Control. Sta3ge. delNtry, aeerton and erAtlnq a tM35es consun the Duslay ConN9l Manual lis/ Leel Metal PUr4 COnne'•red W000 1rySAtS.00hM77, "WINSEpL=SUNG ` / 1 r: / •: / 1 J = 6 C 5 E 4 T 1 and tile 8rmwif Of Wood frosses Manu/ABWT•76. TrusS PWm tnslaute, Inc- 7411 RpgS R024, HyROSvule. MO 20783. P0 BOx 7759 •, C , 1 0 0 U C, L A L r 1 R SAINT LOUIS MISSOURI 6:;177 0 lJ Of 0 El 0 • 11 0 di TYPE 800 GIRDER CONNECTOR PLATE REMIREMENTS I ••• 21 A TOP CHORD, 21 6 B01TOR CHORD ••• ( ►USI -TOOTH •• PLATE LOCATION •• JOINT r01NT PLATE SITE •• 1 •• •• I •• TYPE J 1 S 112 A 146 PT 1 J1A 46 112 1 13 ►T END HEIGHT - 3.946 IN. 146 v{TN 3 1 6 ►T SECONOART PLATING J 2 3 146 PT 2 51e1N 31" S J 3• 46 112 / 'S P1 46 1121N 2 7/81" 6 J 7• 46 1/2 1 6 ►T 7 J e 2 112 1 • OP110NAL SPLICES •• C 2 1S 46 112 A i ►T C 7 IS 46 1/2 A 1 PT GIRDER NAILING NOTES - 1. 1/2" OIAMCTE■ MACHINC BOLTS MUST 1[ USEO AT 4'-0" SPACING JJL Af1NITiDN ID,TM9 QUANTITY 01 100 MAILS SMOWN FOR ALL J. -P> T IOTT004 CHORDS. 2. 100 NAILS USED IN TI[ -IN TRUSS MANGERS MAY BE INCLUDED IN TOTAL NEEDED FOR 2ND TO IST PLY CONNECTION. S. EACH PLY OF UPPER CHORDS AND WC9S MUST 9E CONNECTED WITH 100 MAILS ON 12" CENTERS. ♦. NAIL QUANTITY IS RASED ON 21-0•' TIC -IN TRUSS SPACING. NAIL QUANTITY MAY Be REDUCEO PROPORTIOMAT[LY'POR LESSER TIC -IN TRUSS SPACING$. S. MAIL QUANTITY BASED ON DOUGLAS BIR AND SOUTHERN PINES FOR NCM -PIR, ADO '.Ott MORE NAILS ••• ?1 6 TOP CHORD, 21 B 6OtTOM CHORD ••• ( P/46146n10) ►OSI-TOO1N 1,051-ImOtif •• PLAT( LOCAi10N •• •• PLATE LOCATION •• JOINT PLAT[ SIZE JOINT Pt,ATE Sit( TYPE •• 1 .• •• T •• TYPE PT J 1 S 112 1 146 rT 46 112 1 13 1 Elio WEIGHT • 3.946 IN. J 1A 46 1/2 1 146 PT END HEIGNf • 3.946 IN. 146 J 2 vITN 3 1JZ 1 L ►1 SIC ONO APT SLATING S TOTA J 2 3 1 4 PT 2 5/6IN SIN S LOAD 1 3• 46 1/? A S PT 46 1121N 2 3/4EN 6 PT 1 7. 46 112 A 6 PT •- ? (PSP J A 2 112 A 3 PT 4 C 7 IS 7 1 D 01 ZS -1 • OPTIONAL SPLICES •• C 2 IS 46 1/2 1 46 PT S1 -A C 7 tS S 1/2 1 S PT ••• 21 5 TO► CNORO, 2110 BOItOR CHORD ••• ( 0/46/1010) ►OSI-TOO1N •• PLAT( LOCAi10N •• JOINT 10th, PLAT[ SIZE •• 1 •• •• T •• TYPE J 1 46 112 1 146 PT 1 J to 46 112 1 13 PT Elio WEIGHT • 3.946 IN. 146 vITN 46 1/2 A 10 PT SECONDARY PLATING J 2 S 1 46 P1 2 5/DIN SIN S J 3• 46 112 1 46 p 46 1/21Ja 1 7/AIN 6 J 7• 46 112 A 6 PT 7 J e 2 1/2 A 3 PT 46 •• OPTIONAL SPLICES •- L 7 IS 3 A t PT C 7 IS 7 1 D 01 :0 GA. PT ALT z 223 PST CUSING GROSS PLATE AR!A) PLATING CONFORMS TO TPI -74, HVO 017.03. ••ate . U06 RENNES" li r ., w. 800 46/1: SL^Fe Tct (cor 2r,/I(/G/:0= •O FSF AT 1.2` "C. . DOLGL;.S Ft; PT =LT P. 0. Box 7359 M LOUIS. MISSOURI 631 'N0. Or 180 MAILS PER TIE-IN TRUSS FOR MULTIPLY GIROCR BOTTOM CHORDS 2-tLX.jTM I 3 -PLT BOTTOM CHORD I 4 -PLY BOTTOM CHORD (SEE NOTE 1)_ 1ST IN0 PLY ►LT /2•D1AM. BOLTS t 4'-0" SPACING TO 1ST 2mo TO IST SRO TO 2N0 2NO TO 1S1 3RD TO 2N0 6YH TO SRO --IN-SPAT TlE-IN-SIA TIE •IN -S► TtC-IN-SPA I[ -IN -SPAN Tit -IN -SPAN 20'Tp? ' 30' 40'20' 30' h0' 20 SO' 10' 1 it S 1 10 2 4 I1 14 6 1 12 S N S 7 10M -N -2 -Tu 1. BOTTOM CMCRD SCABS MUST Be EQUAL TO BOTTOM CHORD LUMBER GRACE AND SIIE. YMCSE SCABS SHOULD Be APPLIED TO TMC BACK SIDE OF THE GIROCR, !!U ON THE TIC -IN $PAN SIDE. 2. BOTTOM CHORD SCARS MUST 19 SPLICED AT A TRU:S JOINT LOCATION, USING THE OPTIONAL TRUSS CHORD SPLICE CONNECTOR PLATE SCMEO- ULE SHOWN ON THE APPROPRIATE GIROCR SERIES PLATING DRAWING. S. AEFCR TO APPROPRIATE GIRDER SERIES PLATING DRAWING FOR NAIL - IMG SCMEOULE OF MULTI -PLY GIRDER TRUSSES. BOTTOM CHORD SCABS SHOULD BE CONSIOCRED EQUAL TO AN ADOITIONAL FLY FOR NAILING PURPOSES ONLY. 4. ALL MEMBERS MUST Be CUT TO BEAR, WITH PLATES CENTERED ON JOINTS UNLESS OTHERWISE SHOWN. S. TRUSS CHORD SPLICES SMALL BE LOCATED 1/4 OF THE PANEL LENGTH (;t B"). MEASURED FROM A JOINT. .•^Dill L IM Jr i kt 0 Hydro -Air FnOUNNnu. Inc., 1978 NYefO•AV Efyt1mi". I1C. Y ruasi1DN for unctura1 Dab/ J12=31:Y 0", DEEet as 466 6ab1 Crum th" an Mot erww". C1.N•GOr DOPE CAc"a s m T6I10 only lar Nyn4A1 c011r•ctar Dura. HyasAY u1umes TO rDlpar 1 IN Cabman" mxwwy, ItlID r IOD6A11rrol taD cnm aWUy or m/aN1y, multrlm of 0141x. 11ar D..on ror UrW§M erNR. Fa Wfrn-atm r•O1rg" taiarx IRA. ovsYry carom. ItIbip". mw". ruMm A•a frac" of 00aAm can" the OURS" Camra Af~ far LAW AWN Fire Carowase NOD/ f/ am-OClL T7, ad M &" d NUDE Ili/ Afaw In -T•76. Trau Pun tR dwa, m. 7111 Rapp Fw k Hy71WIDE, NO 2078.1 DESIGN LOAD TOP LL= 16.0 PSF TOP DL= 14.0 PSF BOT LL= 0.0 PSF BOT DL= 10.0 PSF* •SPSF REDUCTION TAKEN IN AXIAL STRESS ONLY BUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C NON—STANDARO LOAD JT LBS SECTION PSF NONE NONE JT REACT MIN BRG 5 750. 3.50" an C5 MBR LEN FORCE MBR LEN FORCE 1— 2 4.97 —3253 5— 6 5.89 2951 2— 3 4.82 —2223 6— 7 4.82 2951 3— 4 4.82 —2223 7— 8 4.82 2951 4— 5 4.97 —3253 8— 1 5.89 2951 1 3 5 MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 2— 8 53 2— 7 —803 4— 7 —803 3— 7 1116 4— 6 53 TOP 2X4 DF—L 01. BOT 2X4 DF—L Nle WEB 2X4 DF—L Nae 7 PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3. 5X8 DATE 6/ 8/89 JOB IO EDDY22SC SHEET OF J1 • rn 1:31 T o. 13143 z - ' ftp. 33/_• f3 , CIVIV 0/A SPAN 22— 0— 0 REC CNB= 0.39" AT HANDLING ANDEQECTION Mandl -ng and Erection are not the resonnsrbitny of the designer nr me nr.le manula f.upRr Trusses are to be handledwrm par -cut&, care during banding and/or bundimg. dehv arty and nstallat-on to avoid damage Temp or try and permanent bracing tot holding trusses m a a"alghI andoiumb position. and lot resisting lateral lorces shah M designed and installed by others -Careful handling is essenhat and erection bracing Is always r (In u"ed Normal prect*utiohsry action lot trusses requires such temporary bracing during installation between trusses to ,,aid loco l'no and domino -ng • The suoelvision of erection of trusses shall be under the control of bet sons experienced in the installation of trusses. Protes- sional &Civic* shah be sought d needed - -CO-Ceniralon of cons lruclion loads greater than the design loads, oads sha it not be applied 10 trusses at any lime. .No Joe ds other than the weight of the erectors shah be applied to trusses until shat sa fastening and bracing is completed. .12. 00 2.001 (FT.. INCHES. I6THS) 7 SCALE= 0.375/1.0. DESIGN INFORMATION Design meels with the latest revision of National Des.gn Speci. lrcalon For Suess Grade Lumber and Its Faslemnys. OI Ine National Forest Products Association. and Design Soecrlrca• lions lot light Metal Plate Connected Wood Trusses. 01 the Truss Plate lnshlule (TPI) NOTE I.Conneclor plates shah be located on both faces at the buss with nails property imbedded and shah be symmetrical about the joint unless otherwise shown i.All bracing and erection recommendations are to be followed in accordance with bra Cing of wOod busses BWT 76 of TPI. 3.If an Individual trussed unit requires mote than one buss. trusses shall be fabricated as a separate unit. then nailed of bolled together as noted. &.The design assumes compression chords )IOP or bosom) are continuously braced by sheathing. Where bottom chords in tension are not fully braced by a property applied rigid ceiling. they should be braced at a ma ximum spacing of 10'0'* O. C. MATERIALS AND FABRICATION -Plates shall not be installed over knots. knotholes or distorted gram Members shall be cut tot fight fining wood to wood bearing -Plate centerlines and Joint centerlines shall coincide e.cept as Otherwise shown. •Daub' cuts on web members shall meet at the centerlines of thew JS unless otherwise shown. -All m .letrals are in accordance with the applicable section on materials Ol the TPI Design Specifications •Fastener sites shown are actual manufactured sites and may need to be increased in site lot certain handling and/or etec- lion procedures -Camber as shown on this drawing is that recommended to, normal conditions of loading and fabrication. Camber may be revised at the optional the fabricator or arChitecl to Cn 1 0 YK193 DMSION AC NOU5TON LUMBER Co ":umbo.m9n Since 1884" 8S -49U Ira o Boulevard Indio CWdwJA 92201/(311i) 347.9754 DESIGN LOAD TOP LL- 18.0 PSF TOP DL- 14.0 PSF BOT LL- 0.0 PSF BOT DL- 10.0 PSF* *51SSF REDACTION TAM IN AXIAL STREW ONLY SPPAAC OF NGL024. 0 I N 1 O/C JT L8r5ECTIOND PSF NONE NONE 1 REA01BQ2. MIN3. ?0' In b MBR LEN FORCE 1— 2 5.33 —3499 2— 3 5.20 —2388 3— 4 5.20 —2398 4— 5 5.33 —3499 5 7 PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3 5X8 j . 0C 2.00 0/A SPAN 23— 8— 0 (FT. INCHES, 18THS) SCALEss 0.375/1.0 REC CMB-- 0.45" AT 7 HANDLING AND ERECTION Handling and Erection are not the responsibility 01 the designer At no ntar►. manular.n✓er Trusses are to be handled with particular care duringbanding and1o,bundhng aelweryard.nstallatrontoavoiddamtlge. temporary ana permanent bracing for hotaing trusses in a aI, got and plumb positron. and 101 iesrsting tatera t tortes shall De designed and,nstaued by 0Ihats Careful hendt,ng is essential and erection bracing IS always r squired Normal precautionary action fat trusses reauites such temporary bracing during installation between trusses to av0,d Iopoling and dom,nomg • Tne 9upen 9iM of ./,cion of trusses Shall DB under the control or pe,sons etpenenc0d in Ine installation 01Ir1033e3. Prg103- sronat adv c0 shalt be sought if needed •Concentration of con3ltuctlon toads greater then the design bads She not be applied to 111033,09 al any lime. /alio I0 a07 other an In -eight 01 the ,factors shall be applied N i...,,e,. YJ nI!: /•!that n„e.. a h: •./inn it MrnnlilnA DESIGN INFORMATION MATE RIALS AND FABRICATION Design meets with the latest revision of: National Design Speci- -Plates shall not be installed over knots. knolhofes or d-stolled 6Cation For Stress Grade Lumber and Its Fasteninggs, OI the grain Members shall be cut tot light fining wood to wood N atonal Forest Products Association, and Design Specilica- bearing tions for Light Metal Plate Connected Wood Trusses. of the•Prate centerlines and pint ceniettineS shall coincide except as Truss Plate Institute (TPI). otherwise shown. NOTE •Doubr cuts on web members shall meet at the centerlines of MOR LEN FORCE Mit FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 5— 8 8— 7 8.28 5.20 3185 3185 2— 8 57 2— 7 —877 3— 7 1199 4— 7 —877 4— 8 57 TOP 2X4 OF—L N1. 7— 8 5.20 3185 tevised at the option of the fabricator or architect continuou3ly braced by sheathing. Where bottom chords in BOT WEB 2X4 DF—L N1. 2X4 DF—L B3z, 8— 1 8.28 3185 5 7 PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3 5X8 j . 0C 2.00 0/A SPAN 23— 8— 0 (FT. INCHES, 18THS) SCALEss 0.375/1.0 REC CMB-- 0.45" AT 7 HANDLING AND ERECTION Handling and Erection are not the responsibility 01 the designer At no ntar►. manular.n✓er Trusses are to be handled with particular care duringbanding and1o,bundhng aelweryard.nstallatrontoavoiddamtlge. temporary ana permanent bracing for hotaing trusses in a aI, got and plumb positron. and 101 iesrsting tatera t tortes shall De designed and,nstaued by 0Ihats Careful hendt,ng is essential and erection bracing IS always r squired Normal precautionary action fat trusses reauites such temporary bracing during installation between trusses to av0,d Iopoling and dom,nomg • Tne 9upen 9iM of ./,cion of trusses Shall DB under the control or pe,sons etpenenc0d in Ine installation 01Ir1033e3. Prg103- sronat adv c0 shalt be sought if needed •Concentration of con3ltuctlon toads greater then the design bads She not be applied to 111033,09 al any lime. /alio I0 a07 other an In -eight 01 the ,factors shall be applied N i...,,e,. YJ nI!: /•!that n„e.. a h: •./inn it MrnnlilnA DESIGN INFORMATION MATE RIALS AND FABRICATION Design meets with the latest revision of: National Design Speci- -Plates shall not be installed over knots. knolhofes or d-stolled 6Cation For Stress Grade Lumber and Its Fasteninggs, OI the grain Members shall be cut tot light fining wood to wood N atonal Forest Products Association, and Design Specilica- bearing tions for Light Metal Plate Connected Wood Trusses. of the•Prate centerlines and pint ceniettineS shall coincide except as Truss Plate Institute (TPI). otherwise shown. NOTE •Doubr cuts on web members shall meet at the centerlines of I.Connector plates shall be located Off both faces of the PUSS Thew isunless otherwise shown with nails properly imbedded and shall be Symmelncal about •All m .renals ate in accordance with the applicable section on Ine joint uniess otherwise shown. materials of the TPI Design Spec ilic aeons 2.All bracing and erection tecommendalions are to be followed 'Fastener sites shown are actual manufactured sites and may M accordance with bracing otwood trusses BWT 76 of TPI need 10 be increased in site for certain handling and/or erec. 3.If an Individual trussed unit requires more than one cuss. lion procedur es 'Camber as shown on this drawing is that recommended lot trusses shall be fabricated as a separate unit. then nailed or normal con0!tions of loading and labrrcavon. Camber may be boiled together as noted. a.The design assumes compre ssion chords (top or, bottom)are tevised at the option of the fabricator or architect continuou3ly braced by sheathing. Where bottom chords in tension are not fully braced by a properly applied rigid ceiling. v.....n. . n. w,.— ir...,...,,,,..ria.. ,;, n1 nn'A^nn DATE 8/19/89 JOB ID SHRP23SC SHEET OF • TWSS DtS1QN 15TT0H LUMBER, UU tR, CO. "Lum.5e.7nen Sinbe 1884" 8,,_,93 1r.Tc Boulevard Indio Ce-ifam:q 82M!1(6t5j 247-9754 DESIGN LOAD TOP LL= 32.0 PSF TOP DL= 24.0 PSF BOT LL= 0.0 PSF BOT DL= 34.0 PSF DUR OF LOAD INC 1.25 SPACING 12.0 IN 0/C NON—STANDARD LOAD JT LBS SECTION PSF 2 458. NONE JT REACT WIN BRG 1 662.. 3.50" 3 662. 3.50" In b NBR LEN FORCE 1— 2 4.01 —1408 2— 3 4.01 —1408 1 NBR LEN FORCE 3— 4 4.81 1319 4— 1 4.81 1319 2 3 • • • NBR FORCE NBR FORCE NBR FORCE LUMBER SOLUTION 2— 4 163 TOP 2X4 DF—L M1. BOT 2X4 DF—L M1. MES 2X4 DF—L Mia 2 4X8 4 0/A SPAN 9— 7— 8 (FT. INCHES. 16THS) SCALE= 0.500/1.0 REC CMB= 0.12" AT 4 HANDLING AND ERECTION Handling and Erection are not the nsponsbility of the designer n• the ni.le mamala Cl,rrel Trusses are to be handled with particular cars during banding endear bundling, dal,wry and installation l0 avoid damage. I 0mporary an00e1manent bracing 101 holding IIWseS in a ..Sight anis plumb posdoa. and lot ISS shng lateral forces shall tie 000.0.00 and installed by Other. •Calotue handling s essanhel and erection bracing Is always t Squired Normal prec a uldnsry action lot trusses requires such temporary bracing during installation between trusses to avoid toppling and oominorng. • The S.Pen"dn OI Stec 1',Orl of trusses shall W under the control of persons e.per'tenced in the instanalron of Iru .rfses. Protes- onal 00vcS shag be sought it needed •Conce""'ion 01 construction loads gloater than the design bads shoji n01 be applied to Trusses sl any Ilme. .No bads Olh.t than the w.ighl of the eFactorf Shall be applied to 1rues0S until allot ea rS.jening and bracing is complaled. DESIGN INFORMATION Design meets with the latest revision OI Nalional Design Spaci- hcation For Suess Grade Lumber and its Fastenings. of the Notional Forest Products Association. and Design Spac Co. lions to, LII Metal Plate Connected WOOD Trusses. of Ine Truss Plate nshwle ITPIt NOTE I.Connector plates than be located an bolh laces Of the truss With nails properly imbedded and shall be symmetrical about One joint unless otherwise shown. 2.All bracing and erection recommendations are to be lollowed In accordance with bracing o1 wood trusses BWT 16 of TPI. 3.11 an Individual trussed unit requires more than one truss. trusses shall be fabricated as a separate unit. then nailed or boned together as noted. ..The design assumes compression chords flop or bollomt are continuously braced by sheathing. Whale bottom chords in tension are Ml fully braced by a property applied rigid ceiling. they should be braced at a me aimum snSunn of 10'11- n.c_ MATERIALS AND FABRICATION opiates shad not be installed Over knoll. knotholes or dslorled grain Members shall be cul lot light ..vig wood to wood bea'og. .Plate canlartines and pint clMalines shelf COinCde eacept as otherwise shown. -Doubt cuts On web members shall meet at the centerl,nes of thew X unless olhetwise shown. *All m .lefrals are in accordance with the applicable secl.on on materials of one TPI Design Specifications Fastener sites shown are actual manulaclured s,teS and may need to be increased in site lot certain hindtrng and/or Stec- IiOnplocedures -Camber as shown on this drawing is that recommended lot normalcond.rrons of loading and labrcatdn. Camber may be revised.) the option of Ins lablICS101 Or alchrtscl. DATE 8/11/89 JOB IO CSCN9TH. SHEET OF ,'TRUSStC1lDM^SII, OO,'N KA51C f ` W aAprA t :i'i) . "i_umbennen Since 1834" 85-490 Irian Boulevard Indio Calitorr:ia 02201;'(015) -147.9754 r)MT 1 LOAD Int LEt FORCE MR LEN FORC NBR FORCE NBR FORCE ISR FORCE U1► BER SOLUTION T o 18. PSF 1- 2 7. 4 9d 3- 4 8.54 89 2- 4 BS TOP 2X4 DF -L U2. BOT DLA` 14. 10. PSF 2- 3 7.74 -945 4- 1 8.54 890 BOT 2X4 DF -L 92. • MES 2X4 DF -L 03. BOT DLA 10. PSF am% pfD=law TAM 1 IN AXIAL 91 @l.Y DUR OF LOAD INC 1.25 SPACING 224. 0p IN IO/C J LAS- - fNOW fl ON PSF JT REACT N T 52qG 3 598 3.50' REC CNB- 0.21' AT 4 2 3 O 2 4X4 • Q`o esslona/ F, . pATE 9 g/88 JOB ID 4171. ^ \GATE elt ,SHEET OF ENGIN ROY GE'R::E ` S c :.•...... s IL4PtME.,'i , , FOY G. sit FAUAER t CIVIL No. 19711 12 4 0/A SPAN 17- 1- 0 (FT. INCHES. 18THS) SCALE- 0.375/1.0 NANDLWO AND ERECTION of the s!•*Iltlral N*ndlfrlg and Erection ars rot M n apo teEfllfT Or the dein mMW IKNrer. TnrseN Are b NndbMOU d *a% parW king cM ai" ba And/ or tx=.W Oe1Mr► Ard lrrsullatl0n b Mdd AAmage. T.rnporAryandp arman*nl brothsfpr holding 11=111 Ina I&041M end 0 poellion. end for r. filing 1*wal forcoeshen be O•atl d Df olhan. .C.110,6=6=1111 e.aenhet Arid 0.0~ b—Wq 10 01,00 rsputrM. NownM Pr*cwtbrery action IV Inn, row"011 •uch terrlpprsry brKInO during trMtonstion both -- bust" 10 a.orOloAOrlry Yd doth •Tho •irpenMtOn a erKltpn In..., rIrnsM ~be I'd, e Control installation of IneM. Prof.. •Wlopnerr UhebereM ne.ded. Aran M de*t9^ .C,pnc M"Mike^ of conelruction bodsrA talar baa when np1 be acori.d b Inn Ol she's Ne[brs Moll be S W1*d 0140 luAa 011ier "" Ihe o'ton b trusses, until Ah er elf r..lenNg and bracing 11 cOmpfaled DESIGN INFORMATION Design m"te with the Isla t hnision of National Design SPecl- Itcatan For Stress Greda Lumbar and 11% Fsstant-t of IM National Forest Products Association; and D.slan SWClnce- tions lot Light Maul Plate COnnKled Wood True$**, of the Trus* Rale Institute ITPI). NOTE I ConMtbr Maw ehM be located on both leC*0 0! Ilia {roar erim nella Property Imb.dWd and anall W rymmN•tcat *tout the 10-1 unle.s ethe-1.0 sown. 2 AN bracing lino aractlOn racommandatbM are b be Wto-ad N accordance..rth brKing otwood trusses RWT T11 Of 1P1. 3 It an "widWl Irusead unit lapulra* mgrs than One Intoe. truer• %half be fabricated se a sar—su unn. then nalled or Wed togelhsr as nosed. A.Th. design &.0unwe comO•aebn chord• (lop or bollornl are conflinrorrely braced by sheathing What* bottom chords N $*naton lire not fully braced by a property applied rcoding. theyatnukri be braced at A ms.lmum.pacing 011 Old O C. MATERIALS AND FAORICATION •fleles shall not be Inslall►d over knots. knothole{ or distorted grain. Members *hall be cut for tight 1111VI wood 10 wood bear". •Rau cenudlnas and pint centerline* 1411 COIACIde *%cepl Al Otherwlr* shown. *Double cuts on web members son mrl at the centarunes of IM web*unl.%* olherwla.00W . •All materkrb are N accordance wnh the Applicable section On nistailols of the TR Doalon Specific ellOns. •Fastanel silos shown Am •clues manufactured silos And may need to be Incraasod N silo 101 c.rreN handling snd/Or ►rec- Ilon procedures. .Camber as shown On Put drswkp 11 141 NCOrrimanded 'Of normal conditions of loading Aro lsbrlceli0n Cembol may be revlsod *I lho option of tho labra Nor Or NCheKt. EAGLE N[IIAL 1`00DUCTS 20 A 18 6—le' connector Plat*o have a b..lc t.ter.l r..Ja.ncc NtInA of SAA fSl. mins net liras .cthod for ulcuLllona. IC10 04420. 0 ESS/D*4 rLO A (tel ?'4-No.13143 x Exp. 3.31-89 > cr CIVIL AiOF CAU TRUSS DnnSION THE ASG. HOUSTON LUMBER "Lumbwnen Mrke 1884•• 83-490 Indio Boulevard Wo Ca6fomq 82201/(616) 347-9754 0 o %.e OFFICE OF AGRICULTURAL COMMISSIONER ' AND a * 1, ;;: WEIGHTS & MEASURES - CALVIN C. KAIvIINSKAS JAMES O. WALLACE 4080 LEMON STREET, ROOM 19 Asslslanl Commissioner AQrlcullural Commissioner RIVERSIDE, CALIFORNIA 92501 CLEMENT BENVENISTE Vrector of Welghls d Measwes Sealer (714) 787-2561 49613 Highway 86, Suite B12 . Coachella, Ca. 92236 (619) 342-8291 DATE CASE NO. C i - a 3 IIIR9 LOA, DEVELOPER'S NAME: ADDRESS: z_i D10 , G, 7220/ TELEPHONE: / ) 3 `i7 - 3j/S— r M7 7 Z ,;;U Dear Developer: After reviewing your landscaping plans, all plant material listed is not in violation of quarantine laws governing the Coachella Valley. If substitutions do occur and they differ fran plant material listed, this office must be notified immdiately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agriciffturcil CamLi.ssioner's Office ccs Indio and Riverside Office