The URL can be used to link to this page

SFD (07493)54680 Avenida Madero 07493 P.O. BOX 1504 Building 78-105 CALLE ESTADO Address 54"6W Madero LA QUINTA, CALIFORNIA 92253 Owner Pinson Brothm & Arroyo Mailing Address City Zip ITel. Contractor fir. Address State Lic. & Classif. SCS97 Arch., Engr., Designer Address Zip Tela City Lic. # Tel. City Zip State Lic. # LICENSED CONTRACTOR'S DECLARATION I herefiy affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION 1. hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant. for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by 'any applicant for a permit subjects the.applicant to a civil penalty of not more than five hundred dollars ($500). ❑ I, as.owner of the property, or my employees with wages as their sole compensation, will do the:work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions .Code: The Contractor's License Law does not apply to an owner of property who builds or :improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building orimprovement 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 f._ Date ""<Ow.her 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 thg work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.- If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to . expiration 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 No. 07493 JILDING: TYPE CONST. OCC: GRP. P. Number "4-262-00 gal Description oject Description Sfimff Faintly DwIZ ng With attached gaigW. Sq. Ft. 1700 No. No. DW. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 4/3/90 Permit Validated by: Validation: 9 Estimated Valuation $960661 PERMIT AMOUNT Plan Chk. Dep. 250.00 Plan Chk. Bal. 279.37 Const. 626,00 Mech. 51,50 Electrical Plumbing 157.50 S.M.I. '+ 4 Grading 20.00 Driveway Enc. 20.00 Infrastructure 2.0".01 TOTAL REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE INSPECTOR Issued by: Date 4/3/90 Permit Validated by: Validation: .CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES IST FL. SO. FT. ® $ 2N0 FL. SO. FT. POR. SO. FT. ® GAR. SO, FT, ® CAR P. SQ. FT. WALL SQ. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation ROUGH PLUMB. FLOOR DRAIN MECHANICAL FEES HEATING (ROUGH) WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER DUCT WORK GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED GAS (ROUGH) LAUNDRY TRAY AIR HANDLING UNIT CFM HEATING (FINAL) KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET COMPRESSOR HP POLE, TEMIPERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SQ. FT. ® c BATH TUB BOND BEAM SO. FT. ® c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SO. FT. RESID ® 11/4 c SEWAGE DISPOSAL LUMBER GR. SO.FT.GAR ® 3/ac HOUSE SEWER FRAMING Z/ FINAL INSP. 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 9v ( I AUMBINA401 UNDERGROUND A.C. UNIT COLL, AREA SLAB GRADE '® ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS Axw- SE E MM=ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEQUIP. REINF. STEEL GAS (FINAL) TEMP. POLES GROUT WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM $ GRADING cu. yd. plus x$ =$ LUMBER GR. FINAL INSP. // L%© 6 s FRAMING Z/ FINAL INSP. ROOFING 'j ls //J 0 ,J _ fJ/ r / L O 6 REMARKS: VENTILATION FIRE ZONE ROOFING/w/✓ FIREPLACE SPARK ARRESTOR GAR. FIREWALL LATHING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION/` Q U 6 CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURES/INITIALS GARDEN WALL FINAL Fitch Engineers Inc. May 23, 1990 City of La Quinta 78 105 Calle Estado La Quinta, Ca. 92253 SUBJECT: Lot 16 Block 272 Unit No. 25 Santa Carmelita at Vale La Quinta. Gentlemen: I hereby certify this date that the finished floor is set at 98.35. The top of curb at the north property line is 96.47. The finished floor is 1.88 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 • N • P I NS®N BROTHERS & ARROYO COMMERCIAL & RESIDENTIAL DESIGNS GENERAL CONTRACTOR, LIC. 547897 • 45-250 SMURR •.12 INDIO CA. 92201 (619)347-2470 & 347-3115 DESIGNER, JUAN R CASTILLO 70R L07 16 A.P 744-262-009 PLAN (B) n L SHEE7 INDEX rl [7 • C 1. 7I7LE P496 2. 9RADIN9 PLAN 3. SI7E PLAN 4. FINISH FLOOR /ALAN 01IN76RIOR DIMENSION 5. FOUNDA7ION /ALAN • 6. DIMENSION FLOOR PLAN 7. FINISH FLOOR /ALAN 8. FRAMING PLAN 9. S7iRUC7. GROSS SEC7IONS A, B, C • 10. S7iRUC7. CROSS SEC7I0N D 11. S7iRUC7. CROSS SEC7I0N E 12. FINISH ROOF /ALAN 13. EX7EiRIOR ELEV,47I0NS FiRON7, LE77, iRI9H7 • 14. EX7EiRIOiR ELEVA7ION REAR 15. ELEURICAL /ALAN rl [7 • C 0 9 11 0 cp II SCA SI7E PLAN JI 7/8L=7" LSI I) II PINSON BR07HERS & ARROYO ( FOR PLAN (A) (B) (C) �I 96NERAL INFORMA7ION FOR L07S (15)(-16)(17) FLANS (A)(B)(C) 707AL SQ.77. 07 LAND (50'-0"X700-00) 70,000 707AL SQ.77. 07 LIVIN9 AREA.......... 7,700 707AL SQ.77. 07 GARAGE RHEA.......... 425 7074L SQ.77. 07 PA7I0 AREA........... 795 707AL SQ.77. OF SIDEWALKS, DRIVEWAY AND LANDSCALING AERAS....... 2,320 707AL SQ.77. OF TRON7AGE LANDSCALING AREAS ................... 408 LEGAL DESCRIP7ION: L07S 75,76,77 OF BLOCK 272 OF SAN74 CARM6LI7A A7 VALE LA QUIN7A UNI7 NO. 25 AS PER MAP RECORDED IN BOOK 79 PAGE 50-52 OF MAPS IN THE OFFICE 07 7HE COUN7Y RECORDER OF SAID COUN7Y. LANDSCAPING PLAN7S: Z307AN-TCAL NAME 7) 76CO17ARIA CAPENSIS 2) EUONYMUS ;APONICA (AUREO VARIEGA7A) 3) LIUGYS7RUM 7EXANUM 4) P1770SPORUII 70DIRA 5) NANDINA DOMES7ICA (HARBOURD, WART) 6) GARDENIA ;ASMINOIDES R617CHLL 7) CER470NIA SILIQUA 8) MORUS ALBA 9) HIBISCUS ROSA-SINENSIS 70) gREVILLEA ROBUS7A 77) 7HU;A OR IEN7ALIS 72) FICUS RE7USA NI7IDA COMMON NAME SIZE CAPE HONEYSUCKLE 5 GALS. GOLDS% 07 EUONYMUS 5 GALS. GIAX LEAFi'i2IVE7 5ALS. G ohEEL6RY DWARF HEAVENLY BANB00 EVERBLOOMING 5 GALS. CA.BOB 7REE 75 GALS. MAPLE LEAF MULBERRY 15 SAN7ANA HIBISCUS ALS . SILK -OAK 7REE 75 GALS. ARBOR VI74E 5 GALS. INDIAN LAUREL 7I9 75 GALS. © ° J w 11 gENERAL N07ES Of SEP7IC TANK AND SEEAGE P17. PINSON BR07H6RS 8 ARROYO S6P7IC 7ANK AND gREASE IN7ERC6P7OR SP6CI71CA7IONS 7) M47ERIAL SPECIFICA71ONS: i A) CONCRE7E, POR7LAND CE8EN7 7YPE II, nlNII'lUM COMPRSSIVE S7REN9711 3,000 P.S. I. 47 28 DAYS. B) REIN7ORCINg BAR IN7ERNEDIA7E gRADE AS7M 4675. i C) REINf ORCIN9 WELDED WIRE MESH AS7M 4185. 2) PRE-CAS7 UNI7 C047ED INSIDE AND 0117 W17/1 KLLN7S i�ROCESS _BLACK NO. 720, AS78 C-309, 7YPE IV-AS7M D-4,7 -f . K. A. REQUIREMEN7S. i II 3) ALL DIMENSIONS f OR - N07 70 BE USED fOR CON.S7RUC7I0N PURPOSES UNLESS CER71716D. 4) PRE-CAS7 LLNI7 70 BE PLACED On' N47URAL SOIL OR APPROVED COnPAC.7ED FILL. i II 5) IN76RNAL 7177INg 4" A.B.S. SEWER AND DRAIN, U.P.C. APPROVED. 6) S7ANDARD GROUND &A7ER SEAL - BLL7YL ROPE MAS7IC OR CEMEN7 MOR7AR. 11 7) M.C. N077IN91MM OR APPROVED EQUAL. SEEPAg6 P17 AND DIS7RIBLL7ION BOX SPEC171CA7I0NS: 7) 0476RIAL SPECT f ICA7IONS : A) CONCRE7E, POR7LAND CEMEN7 TYPE II, MINA LIM COMM ESSIVE S7RENg7ll 3,000 P.S.I. A7 28 DAYS. B) REINFORCING BAR IN7ER17EDIA7E 9RADE AS7M 4675. i C) REINFORCING WELDED WIRE DESK AS7M A785. 2) PRE-CAS7 UNI7 COA7ED INSIDE AND 0117 U17K KLLN7S .PROCESS BLACK NO. 720, AS70 C-309, 7YPE IV - AS7M D-47-F.K.A. REQUIREMEN7S. 3) ALL DIPIENSIOXS f OR - N07 70 BE USED FOR CONS71RLIC7ION PURPOSES UNLESS CER7I7IED. 4) M.C. N077INgHAN OR APPROVED EQUAL. 0 0 • 0 • • • • • • • 0 9RADINy PLAN N07ES (7 OF 7) 11 PINSON BROTHERS & ARRO40 it 1) UNLESS NOTED, ALL WORK SHALL BE DUNE ACCORDING 70 THE STANDARDS AND SPECI7ICA710NS OF THE CI7y Of Z) INSPECTION Of GRADIN9 SHALL BE IN ACCORDANCE 017H "ENGINEERING GRADING REQUIREMENTS- Of THE UN17ORM BUILDING COME CHAPTER 70. 3) A GRADING PERM17 FROM THE CITY Of SHALL BE OBTAINED PRIOR 70 THE COMMENCEMENT Of GRADING. 4) AN ENCROACHMENT PER017 FROM THE CI7y OF PUBLIC WORKS DEPARTMENT SHALL BE 037AINED PRIOR 70 ANY GRADING 017RIN RI9H7-OF-WAY OR CONS7RUC7ION ON THE DRIVEWAYS. 5) ON SI7E SUB -[SASE OR BASE 017RIN TRAVEL WAY MUST BE COMPACTED 70 A RELA7IVE 950. 6) AREA 70 RECEIVE FILL SHALL BE PR£PARED'AND APPROVED By THE SOIL ENGINEER PRIOR 70 PLACING FILL. 7) ALL GRADING WORK SHALL BE DONE WHILE 7AKIN9 ANY REASONABLE NECESSARY STEPS 70 PREVENT CREA7ION OF A NUISANCE INCLUDING, BUT N07 LIMITED, 70 SPILLAGE, DUST, EROSION AND NOICE CONTROL. 8) THE LOCA7ION OF EXIS7IN9 SURFACE AND UNDERGROUND U7ILI7IES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CON7RAC70R SHALL DE7ERMINE THE EXACT LOCA7ION I OF ALL EXIS7IN9 U7ILI7IES BEFORE COMMENCING WORK. HE AGREES 70 BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIyH7 BE HIS FAILURE 70 EXACTLY LOCATE AND PRESERVE ANY AND ALL SURFACE AND UNDERGROUND UTILITIES. 7HE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALER7 TWO UORKING DAYS PRIOR 70 ANY 6XCAVA7I0iV (1-800-422-4733). 9) ANY IMPROVEMEN7S INSTALLED U17HOU7 INSPECTION BY PUBLIC WORKS DEPT. WILL BE SUB;EC7 70 REMOVAL. 70) INSPEC71ONS REQUIRE MINIMCLM OF 70EN7Y-70UR (24) HOUR NOTICE. 11) THE CITY OF WILL N07 GIVE ASSURANCE 7HA7 THIS PLAN IS COMPLE7ED AND WILL MATCH £XIS7IN9 FIELD CONDI7IONS. n u • gRADIN9 N076S. 7072 11 PINSON BR07HERS 8 ARROYO 1. 11 7) ALL CONS7RUC7ION ON-SITE SHALL CON70RO 70 7HE REQUIR68EN7S Of 711E CI7y OF RIVERSIDE COUN741, CA, 7I7LE 25 OF CALIFORNIA AD8INIS7RA7IV6 CODE, CHAP76R 2 AND 7HE UNIFORM PLUMBING COOL. • 2) ALL GRADIN9 SHALL BE DONE IN CONFORMANCE 017H 7HE UNIFORM BUILDIN9 CODE CHAP7ER 70, REgULA7ING 7HE 6XCAVA7ION 07 LAND AND AMENDMEN7S 7HERE70, 711E REQUIREMEN7S OF 711E CI7y Of RIVFRSTDF r011N7U, r4 AND 711E RECOMMENDATION 07 711E SOILS REPOR7, • 3) CARE SHALL BE 7AKEN 70 iii?07EC7 ALL CONS7RUC7ION STAKES. RE -SURVEY R(ESUL7IN9 FROM CARELESS OPERA7I0N SHALL BE BACK CHARGED 70 711E CON7RAC70R. 4) NO WORK SHALL BE ACCOMPLISHED 017HOU7 A CI7y GRADING i�Ei?MI7. • 5) NO GRADIN9 SHALL BE S7AR7ED 017HOU7 7IRS7 N07I7YING BUILDIN9 DEPAR7MEN7 48 HOURS IN ADVANCE 7HA7 A PRE - GRADING MEE7ItVG A7 7HE SI7E IS REQUIRED BEFORE S7AR7 07 GRADING 017H 7HE 7OLLOUIN9 P60PLE iii?ESEN7. OWNERI Gi?ABING CON71?.-IC70R, DESIGN CIVIL ENGINEER, SOILS ENGINEER, ROAD BEPAR7MEN7 OR 711EIR REPRESEN747IVE. A 48 HOUR N07ICE REQUIRED PRIOR 70 S7AR7 07 yAADING. 6) 711E PERMI77EE OR HIS AyEN7 SHALL N07I7Y 7HE BUILDING 07FICIAL WHEN 711E 9RADING OPERA7ION - READY 70R EACH • OF 711E 7OLLONING INSP6C7IONS: A) INITIAL INSPEC7ION: WHEN 7HE P6RMI77(E6 IS READY 70 369IN WORK BU7 N07 LESS THAN 700 DAYS BEFORE ANY gRADINg OR BRUSHING IS S7AR7ED. B) ROUgH GRADING: WHEN ALL ROUgH CRADINg HAS BEEN COMPLE76D. THIS INSP6C7I0N MAY 3E CALLED FOR 47 7HE COMPLE7ION 07 ROUgA 9RABIN9. C) FINAL: WHEN ALL WORK, INCLUDING INS7ALLA7ION OF ALL /IRO7EC7IVE DEVICES HAS BEEN COMPLE76D AND 711E AS -GRADED PLAN, PROFESSIONAL CER7IFICA7IONS AND • 7HE REQUIRED R6POR7S HAVE BEEN SZZJMI77ED. 7) TILLS SHALL BE COMPLE76D 7HROUgHOU7 70 90100 D6NSI7y AS DE7ERMINED BY A.S,7.M, S7D. NO D-7557, LA7ES7 EDI710N, SLAYER 0E7110D, AND CEIR7IFIED By 7HE SOIL � E�V�INEER, 8) 4REAS 70 BE 9RADED SHALL BE PROPERLY PREPARED IN ACCORDANCE 01711 7HE PRELIMINARY SOILS REPOR7 AND APPROVED By 7HE BUILDINg OFFICIAL AND SOILS ENGINEER PRIOR 70 PLACING 07 TILL. • GRADINg N07£S 2072 PINSON BR07hERS 8 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 FNyIN£ER. • 10) 7HE SOILS ENGINEER'SHALL BE RESPONSIBLE FOR 7HE QUALI7Y 07 7HE U012K P.ERFORMED BY 7H£ gRADIN9.CON7RAC7OR, AND EXERCISE SU77ICIEN7 SUPERVISORY CON7ROL DURING GRADING 70 INSUE COMPLIANCE U17H ME PLANS, SPECI7ICA7IONS AND COBE U17HIN HIS PURVIEW. • 11) 7HE DESIGN CIVIL ENGINEER SHALL EXERCISE SU77ICIEN7 SUPERVISORY CON7ROL DURING GRADING AND CONS7RUC7ION 70 INSURE COMPLIANCE 017H 7HE PLANS, SPECI7ICA7IONS, AND CODE U17HIN HIS' PURVIEU. • 12) DUS7 SHALL BE CON7ROLLED BY WA7ERIN9. 13) 711E LOCA7ION AND PR076C710N OF ALL L17ILI7I£S IS 711E RESPONSIBILI7Y OF 711£ PER/7177E£ AND 7HE P6RMI77EE SHALL N07I7Y ALL A77£C7ED L17ILI7IES 48 HOURS IN ADVANCE OF ANY WORK. s 14) APPROVED PR07EC7IVE MEASURES AND 7EMPORARy DRAINAGE PROVISIONS MUS7 BE USED 70 PR07EC7 AD;OINING PROPER7I£S DURIN9 GRADING PRO;EC7. 1*5) PRIOR 70 7IiYAL APPROVAL, 711E DESIGN CIVIL ENyIN�ER • SHALL C£R7I7Y 70 7HE BUILDING 077ICIAL 711E SI7E HAS BEEN GRADED 70 7HE LINE AND'GRADE SHOUN ON 7H£ APPROVED GRADING PLAN. 16) 7H£ DESIGN CIVIL ENGINEER SHALL CER7I7Y 7HA7 7HE yRAD£S SHOUN ON 711£ PLANS MEE7 7HE F. I. R. M. RELIUIR£MEN7S AND • CI7Y FLOOD PR07£C7ION ORDINANCE. • • C • GENERAL N07ES 11 PINSON BR07HERS 8 ARROYO iI • GENERAL CONS7RUC7ION N07ES FOR SI7E PLAN (1 07 1 ) REMOVE ALL BUILDINGS 017HIN 71'0 (2") FEE7 BELOU PROPOSED FINISH GRADE, DISPOSE OF RUBBLE FROM BUILDINGS OFF OF 7HE S176. • REMOVE ALL 7REES IN A SAFE BANNER SO AS N07 70 DES7ROY OR DIS7URB ' ABU77ING RESIDEN7IAL PROPER7Y OR 07HER 7REES ON 7HE SI7E, REMOVE ALL S7UMPS 70 7l'0 FEE7 (20) BELOGI PROPOSED GRADE, PRUNE ALL DEAD BRANCHES AND S7UBS FROM 7HE TREES INDICA7ED 70 BE PRUNED. PRUNING SHALL 3E IN ACCORDANCE 70 7HE STANDARDS • 07 IN7ERNA7IONAL.SOCIE7Y OF ARBORICUL7URE, 7REA7 ALL CU7S AS SPECIFIED. REMOVE VINES FROM ALL 7REES AND COMPLE76LY CLEAR ALL UNDERBRUSH, • PR07EC7 ALL EXIS7ING 7REES 70 REMAIN FROM DAMAGE DUE 70 CONS7RUC7ION VEHICLES, N07I7Y 7HE LANDSCAPE ARCHI76C7 IMMEDIA76LY OF ANY DAMAGE OR UOUNDS. DUS7 CON7ROL • AS SOON AS 7HE GRADING IS CONPL676D ON EACH SEC7I0N, A 76MPORARY SPRINKLER SYS7611 SHALL BE SE7 UP AND 7HE AREA SEEDED WI7H A COVER CROP SUCH AS BARLEY, RYE OR SUDAN GRASS, DEPENDING UPON 7HE SEASON, 7HE SOUING RA7E SHALL BE N07 LESS THAN 150 LBS, PER ACRE FOR BARLEY AND RYE GRASS AND 32 LBS, FOR SUDAN • GRASS, UA7ERING SHALL CON7INUE UN7IL A GRO07H 07 8" MIN. HAS BEEN 027AINED AND 7HE COVER CROP IS UNIFORM 7HROUGHOU7 7HE AREA, 7HIS SHALL APPLY 70 ANY AREA DIS7URBED BY 7HE DEVELOPER, -KIS CON7RAC7ORS, SUBCON7RAC70RS OR ANY 07HERS PERFORNING UORK RELA7ED 70 7HE PRO;EC7, ALL S70CK PILE, BORROU SI7ES AND HAUL ROADS SHALL BE 7REA7ED IN A SIMILAR MANNER. • 0 • 0 GENERAL N07ES. 11 PINSON BR07HERS 8 ARROYO A 9ENERAL N076S C 0 1PROVIDE 7HA7 PROPER7y RUBS [3y A LICENSED S1Ll-%VEyOR &117H ID6N7I7yINy 7A9S A77ACH6'D ARE IN PLACE /PRIOR 70 REQU6S7 7012 7IRS7 INSPEC7I0N. (S(SC7ION 307, U. d. C. ) S70RAg£ Of BUILDINy MA76RIALS OR DEBRIS SHALL /3£ CONFINED 70 7H£ L07 FOR URICH P£RM17 IS ISSUED. AOaAC£N7 VACAN7 PROP6R7IES MAY N07 BE U7ILIZED FOR • 7KIS PURPOSE UNLESS ORI77EN PERMISSION OF 04INER IS ON FILE U17H 7KIS OFFICE. 78E PUBLIC RI9K7-07-GIAy SHALL, BE 0AIN7AIN6D IN A CLEAR COND17ION A7 ALL 71065, CON7RAC7OR ANO/OR OUNER SHALL PROVIDE A 7RASH SIN 70 INSURE PROPER CLEAN UP OF ALL BUILDING MA7ERIALS. • ALL CON7RAC7ORS SHALL HAVE A CURR(f-N7 VALID CI7y BUSINESS LICENSE /PRIOR 70 PER/117 INSURANCE. ALL CON7RAC7ORS ANO/012 OUNER BUILDERS MUS -Ir SC 8017 C£R7IFICA7E OF 0ORKMAN' S CORP,-'NSA7ION INS:CRANCE • COVERAGE PRIOR 70 INSURANCE OF BUILDINg PERM17. (380), CAL17ORIVIA LABOR CODE) yENERAL CON7RAC70RS ANDIOR OWNER 2UILDER SHALL COMPL67E AND SUDM17 A SUBCON7RAC7OR' S LIS7 FORM 70 7HE 13UILDINg DEPAR7MEN7 /PRIOR 70 REQUES7 FOR FINAL • INSPE-C7I0N. APPROVED 7EMPORARy SANI7ARy FACILI7IES CHE,'*qICAL. 7OILE7 SHALL BE ON 7K£ CONS7RUC7I0N SI76 PRIOR 70 R6QUES7 FOR FIRS7 INSPEC7ION.) (SEC7ION 54760 HEAL7H AND SA77£y CODE).' • PRIOR 70 REQU6S7INg A 7OUND47ION INSPEC7I0N, 7HE OI.NNER'S ENGINEER SHALL 7IELD VERIFY 7HE BUILDING PAD HEIGH7 AND SLBM17 A LE77ER 70 7HE CI7y £,VGINEER CER7I7yING 7HE BUILDING PAD KEIgH7 AS CORPLyINg. !,)I7H 7HE APPROVED. 9RADING PLAN. • C 0 0 • 0 17 Cl • • • C • GENERAL N07ES (1 07. 3) 11 PINSON BR07HERS & ARROYO . ;I BUILDING PERN17S: 711E PLAN CHECK FEE AND 711E BUILDING PER017 SHALL BE SECURED AND /SAID FOR By 711E OWNER. ALL 07HER PER017S, LICENSES, FEES, E7C., REQUIRED FOR 7HE EXECU7I0N 07 7HE WORK SHALL BE PAID FOR By 711E CON7RAC7OR. SAMPLES AND SHOP DRAWINGS: SHALL :3E SUB(1I77ED FOR ALL I7EMS AS REQUES76D IN 7HE RESPEC71VE SEC7IONS :3£LOW OR ON 7HE PLANS. SL BI3 17 FOUR (4) COMES 07 ALL REQUIRED SHOP DRAWINGS 70 7HE ARCHI7EC7 FOR APPROVAL 01711IN 7HIR7Y-7IVE (35) DAYS OF 7HE DA7E O7 7HE CON7RAC7 AND PRIOR 70 FABRICA7IN9 OR INS7ALLIN9 ANY OF 711E WORK COVERED BY SHOP DRAWINGS. 71ZE CON71RAC7OR SHALL CHECK AND REVIEW EACH DRAWING AND SAMPLE AND SHALL FORWARD 7HE DRAWING OR SAMPLE 70 7HE ARC11I7EC7 FOR APPROVAL ONLY 477ER HE IS SA7IS7IED 711A7 711E 17EM MEE7S 711E REQUIREMEN7S OF 7HE /CLANS AND SPECS. INSURANCE: 711E CON7RAC7OR SHALL BE REQUIRED 70 MAIN7AIN INSURANCE COVERAGE AS REQUIRED By 7HE S7A7E, LOCAL GOVERNMEN7S AND 017HIN 7HE MINIMUM LIM17S AS REQUIRED By 7HE OWNER. SAN17ARY UN17: 711E CON7RAC70R SHALL FURNISH A SANI7ARY UNI7 ON 7HE BUILDING SI7E. UNI7 SHALL BE MAIN7AINED IN A SANI7ARY CONDI7ION, 7HROU9HOU7 711E CONS7RUC7ION OF 7HE EN71RE i�RO;EC7. ORDINANCES: CONS7RUC7ION AND BUILDING MA7ERIALS SHALL CON7ORO 017H 7HE REQUIREMEN7S O7 ALL APPLICABLE CODS AND ORDINANCES. IN CASE O7 CON7LIC7 JE7WEEN ANY SUCH APPLICABLE DOCUt7EN7S nEN710NED ABOVE AND 7HE SPEC171CA71ONS AND DRAWINGS, 7HE HIGHES7 REQUIR&I &V7S SHALL GOVERN. NO EX712AS SHALL 13E ALLOWED FOR CHANGES 70 MAKE WORK CON7ORP7 017H REGULA7IONS OR AJOVEMEN7IONED DOCUI'7£N7S OR GOVERNING AGENCIES, BU7 EACH SHALL BE CONSIDERED AS COMPLE76LY INCLUDED IN 7HE C6N7RAC7 PRICE. LAYOUTS: 7HE INS7,4LLA7ION OF PROPER7Y CORNER MONUI�EN7S BY A LICE,VSED LAND SURVEYOR SHALL BE 7HE RESPONSIBILI7Y 07 7HE OWNER. 7HE GENERAL COA17RAC70R IS RESPONSIBLE FOR 7HE LOCA71ON 07 ALL WORK ON 711E SI7E AND IS RESPONSIBLE FOR 7HE PR07EC7ION OF 7HESE EXIS7ING MONUMEN7S. SHOULD 7HEY BECOME MISPLACED OR DAMAGED DURING CONS7RUC7I0N, 711E CON7RAC70R SHALL BE RESPONSIBLE FOR FURNISHING ALL NECESSARY GRADES AND L1017S 70 SUBCON7RAC7ORS A7 7HE 71ME REQUIRED. 7ES7S: IF, IN 7HE OPINION OF 7HE S7RUC7URAL ENGINEER, ANY 07 7HE WORK OF 711E COiV7RAC70R IS N07 SA71S7AC7ORILY EXECU7ED, 7HE CON7R.-7C70i2 SHALL PIAKE ANY 7ES7S 7HA7 7HE S7RUC7URAL ENGIXEER M'ly DEEM ADVISABLE 70 DE7ERMINE 17S PROPER CO1VS7RUC7ION. .ALL 7ES7S PROI•'IDING SA7IS7,4C7ORY RESUL7S AND INDICA7ING CONFORM.AXCE 70 SP(SCIFIC,47IONS SHALL BE PAID FUR BY 7HE 0411VER. ALL 7ES7S AXD ANY NON-CO,VFORMANCE lJI7H SPECIFICA7101VS 7HA7 EXIS7S SHALL BE PAID FOR By 711E COAV7RAC70R AS SHALL ALL SU2SEQUEN7 7ES7S OF 7HE- SAME HESAME COIVD17ION UN7IL 7ES7S INDIC.47E 7/1,47 711E COXDI7ION CONFORPIS 70 SPECIFICATIONS. 0 11 I • g6NERAL N07ES (Z OF 3 ) SUPERIN7ENDEN7: 7HE GEA1ERAL CON7RAC70R SHALL DESI9NA7E A MAN AS ;02 SIPERIN7ENDEN7. 7HIS PERSON SHALL BE A FULL 7IME EMPLOYEE OF 7HE GEiVER.z' CON7RAC7OR AND SHALL RAE A MINIMUM OF • FIVE (5) YEARS EXPERIEXCE IN SUPERVISING CONS7RUC7ION. 7HIS PERSON SHALL BE AVAILABLE ON 711E ;OB A7 ALL 71M( -'S WHEN WORK IS IN PROGRESS. HE SHALL BE KNOWLEDGEAJLE WI711 REgARD 70 711E PLANS, SPECI7ICA7IO,VS, ALL ADDENDUM AND CHANGE ORDERS AND SHALL COORDINA76 ALL PHASES OF 711E WORK AND ALL SU2COA17RAC70RS. • PUBLIC U7ILI7IES: 7HE CON7RAC70R SHALL MAKE ALL NECESSARY ARRA;VGEMEN7S 7OR 711E I,1'S7ALL.A7ION 4ND CARE 07 ALL PERMANEN7 AND 7&PORARY UA7ER, LIGH7, POWER AND 7ELEPHOYE SERVICES I,V 711E CON7RAC7 AREA OR REQUIRED By CONS7.RUC7I0rt'. POWER AND U47ER FOR CO,VS7RUC7ION PURPOSES WILL BE 7UR,VISHED :3Y 7HE COA17RAC70R. 0 PINSON BR07HERS 8 ARROYO . • PROCEDURE: 13E7ORE S7AR7IN9 WORK, EACH SUBCON7RAC70R SHALL EXAMINE ALL AD;OINING WORK AND REPOR7 70 7HE CON7RAC70R AND OWNER SUCH N07 CORREC7Ly LOCA7ED OR CONS7RUC7ED, AND SHALL N07 PROCEED WI7R 7HIS WORK UN7IL SUCH WORK HAS BEEN CORREC7ED. • yUARAN7EE: 7HE CON7RAC7OR SHALL GUARAN7EE WORK IN 7HE CON7RAC7 AyAINS7 7AUL7Y MA7ERIALS AND WORKMANSHIP FOR A PERIOD Of ONE (1) YEAR FROM 7HE DA7E Of 7ILIN9 Of 7HE N07ICE Of COMPL67ION By 7HE OWNER (EXCEPT WHERE A LONGER PERIOD IS SPECIFIED IN CER7AIN SEC7IONS OF 7HE SPECI7ICA7IONS). • GUARAN7EES: GUARAN7EES REQUIRED By 7HE SPEC17ICA7IONS SHALL BE IN WRI77EN FORM ON 711E C-ON712AC70RS OWN LE77ERHEAD AND SHALL BE SIGNED AND DA7ED BY 7HE 9ENERAL AND RESPEC7IVE SUBCON7RAC70R. • COORDIN47ION: LOCA7IONS OF DUCTS, PIPES, CONDUI7, Ol17LE7S, EQUIPMEN7 AND 07HER BUILDING COMPONEN7S, UNLESS FIXED BY DIMENSION OR MODULE, ARE IN7ENDED 70 BE APPROXIMA76 70 7HE EX7EN7 7HEY CAN BE REASONABLY CHANGED AS REQUIRED, OR AS DIREC7ED [3y 7HE OWNER, 70 SUI7 a02 CONDI7IONS. 7HE CO,V7RAC7OR SHALL B, RESPONSIBLE FOR 7HE COORDIIVA7ION 07 ALL 7RADES SO 7HA7 ALL CO0PONEN7S ARE PROPERLY • IN7ER91RA7ED IN70 7HE BUILDIN9 CONS7RUC7I0N. ALL SIGNIFICAN7 CON7LIC7S IN LOCA7ION SHALL 3E BROUgH7 PROMP7Ly 70 7HE A77EN7ION OF 7HE OWNER FOR DECISION. IN 711E EVEN7 OF CONFLICT 7HA7 CANN07 :3E AN7ICIPA7 ED By EXAMINA7I0N 07 7HE DRAWI,VcS AND SPECI7ICA7IONS, 7HE COS7 OF CHANGES ORDERED BY 7HE ARCH17EC7 DESIGNER SHALL BE CO17PENSA7ED By CHANGE ORDER. • USE AND CARE 07 AD;OINING PROPER7Y: CON71?AC7OR SHALL CON7AC7 S7A7E, COUN7y, CI7y UR PRIVA7E OWNERS FOR PERMISSION 70 ENCROACH UPON 7HEIR RESPEC7IVE PROPER7Y FOR CONS7RUC7ION PURPOSES AND SHALL VERIFY 7HE EX7EN7 07 SUCH E,VCROACHMEN7, BARRICADING AND PR076C7IV6 DEVICES 7HA7 WILL BE REQUIRED. SHOULD ANY DAMAg6 OCCUR 70 7HE • AD;OINING PROPER7y, 7HE CON7RAC70R SHALL REPAIR 70 I7S ORIGINAL CONDI7I0111 70 SA7IS7Y ADJOINING OWNER OR ADMINIS712A70R. SUPERIN7ENDEN7: 7HE GEA1ERAL CON7RAC70R SHALL DESI9NA7E A MAN AS ;02 SIPERIN7ENDEN7. 7HIS PERSON SHALL BE A FULL 7IME EMPLOYEE OF 7HE GEiVER.z' CON7RAC7OR AND SHALL RAE A MINIMUM OF • FIVE (5) YEARS EXPERIEXCE IN SUPERVISING CONS7RUC7ION. 7HIS PERSON SHALL BE AVAILABLE ON 711E ;OB A7 ALL 71M( -'S WHEN WORK IS IN PROGRESS. HE SHALL BE KNOWLEDGEAJLE WI711 REgARD 70 711E PLANS, SPECI7ICA7IO,VS, ALL ADDENDUM AND CHANGE ORDERS AND SHALL COORDINA76 ALL PHASES OF 711E WORK AND ALL SU2COA17RAC70RS. • PUBLIC U7ILI7IES: 7HE CON7RAC70R SHALL MAKE ALL NECESSARY ARRA;VGEMEN7S 7OR 711E I,1'S7ALL.A7ION 4ND CARE 07 ALL PERMANEN7 AND 7&PORARY UA7ER, LIGH7, POWER AND 7ELEPHOYE SERVICES I,V 711E CON7RAC7 AREA OR REQUIRED By CONS7.RUC7I0rt'. POWER AND U47ER FOR CO,VS7RUC7ION PURPOSES WILL BE 7UR,VISHED :3Y 7HE COA17RAC70R. 0 • 9ENERAL.N07S (3 Of 3) II PINSON BR07H6RS 8 ARROYO it • PLUMBING CON7RAC7OR WILL /PROVIDE 7EMPORARy SERVICE AND 7KE CON71RAC70R SHALL /PROVIDE HOSE AND/OR 07HER SERVICE .BRANCHES • FROM WA7ER SOURCE AS REQUIRED.' ELEC71RICAL CON71RAC70R GALL /PROVIDE EX7ENSIONS AS NECESSARY 70 MAKE POUER AVAILABLE A7 711E CONS7RUC7ION AREA. A ;OB 7ELEPHONE GALL BE REQUIRED ON 7HE PRO;EC7 A7 ALL TIMES, SEE OWNER OR CON7RAC7OR. 711E COST FOR INS7ALLA7ION AND MAIN7AINING THIS PHONE WILL BE PAID FOR By 7HE GENERAL CON7RAC70R. • OUNER(S) RIGH7S: 7HE OWNER RESERVES THE RIG117 IN 7HE SELEC7I01V 07 A CON7RAC7OR ON 711E BASIS OF COMPE7I7IVE BIDDING, 70 SELEC7 07HER 7HAN 7HE LOU BIDDER AND ALSO RESERVES 7HE RIGH7 70 RE;EC7 AND AND/OR ALL BIDS. • OMISSIONS IN 7HE CON7RAC7 DOCUMEN7S: If OBVIOUS OMISSIONS OR CON7RADIC70Ry SI7UA7IONS IN 711E CON7RAC7 DOCUMEN7S ARE DISCOVERED 70 EXIST, 7HEy SHOULD BE IN06DIA76LY CALLED 70 7HE A77EN7ION OF 7HE ARCHI76C7 FOR CLARIFICATION. 7HE CON7RAC7OR SHALL, HOWEVER, PROVIDE 7HE OUNER U17H A COMPLETE BUILDING, 0EA7HER 7IGH7, AND FINISHED IN ALL RESPEC7S AND READY FOR • OCCUPANCY. CLEAN Uig: EACH SUBCON7RAC70R NORMALLY IS RESPONSIBLE FOR CLEAN -Uig OF 7HE WORK 07 HIS 7RADE By 7HE GENERAL CON7RAC70R. HOUEVER, 7HE GENERAL CON7RAC7OR SHALL BE HELD SOLELY RESPONSIBLE By 711E OUNER FOR CON7I1VOLIS CLEAN -Uig AS 7HE a02 PROGRESSES, AND • FINAL CLEAN-UP UPON SUJS7AN7IAL COnPLE7I0N. CON7I1VOUS CLEAN -Uig SHALL KEEP 711E �03 FREE A7 ALL 7IMES FROM UNREASONABLE BUILD UP 07 DEBRIS, WRAPPERS, CON7AINERS, WASTE MATERIAL, E7C. , WHICH MI9H7 CAUSE ACCIDEN7S, UNDUE HARDSHIP ON 7RADESMEN AND WOULD 7END 70 SLOGI Ula a0B PROGRESS. FINAL CLEAN -Uig INCLUDES CLE4NIA19 07 ALL SURFACES 70 A "LIKE NEU CONDI7ION" AND PREPARING 7HE • BUILDING AND 7HE AD;ACE.V7 GROUNDS FOR 7HEIR IN7ENDED USE. ARCHI7EC7 DESIGNER AND S7RUC7URAL ENGINEER APPROVAL 07 FINAL PLANS FOR CONS7RLIC7ION: 711ESE PLANS SHALL N07 BE CONS7RUED AS FINAL PLANS FOR COA'S7RUC7ION UNLESS 7HE ARCHI76C7 DESIGNER AND ENGINEER HAS MADE A FINAL CHECK OF 711E PLANS AND APPROVED • 7HEM BY 477IXING HIS SEAL AND/OR ORIGINAL SI9NA7URE ON 7HEM. PLANS N07 HAVING THIS APPROVAL SHALL. BE CONSIDERED INCOMPLETE AND "N07 FOR CONS7RUC7ION". • 0 0 C� • • • • E • • C 0 GENERAL N07ES 70 CON7RAC70R (1 07 z) II PINSON BR07HERS & ARROy0 I. 'I 1) ALL WORK SHALL CONE 0RO 70 THE MINIMUM S7ANDARDS Of 7HE 1983 6DI7ION Of 7HE UNIFORM BUILDING CODES, ORDINANCES Of LOCAL' 9OVERNING ALL7HORI7IES AND ANY 07HER R69ULA7I0N OVER ANY POSI7ION 07 WORK, INCLUDING THE S747E Or CALIFORNIA DIVISION 0 INDLLS7RIAL SAf £7Y AND THOSE LIS7ED IN 7HESE N07ES. z) 7HE 96NERAL CON7RAC7OR SHALL V£/21 Y ALL DIMENSIONS AND SITE CONDI7IONS BE70RE BE9INNIN9 CONS7RUC7ION. THE CON7RAC7OR SHALL N07I7Y 7HE ARCHI7EC7 DESIGNER AND OWNER 07 ANY DISCREPANCY BE70/2£ PROCEEDINg W17H 7HE WORK. 3) 7HE DIMENSIONS SHOWN ON THE DRAUINGS SHALL 74KE /PRECEDENCE OVER SCALING 07 W DRAWINGS. 4) THE CON7RAC7OR SHALL PROVIDE ALL MEASUREMEN7S NECESSARY 70 PRO;EC7 OR S7RUC7LLRE DURING CONS7RaC7IO,11. 7HIS SHALL INCLUDE, BU7 N07 BE LIMI7ED 70 BRACING AND S7RLLC7aRAL SHOUING. OBSERVA7ION BY ARCHI7EC7 OR DRAT 7SMAN SHALL N07 INCLUDE INSPEC7ION Of 7HE A[30VE I7EMS. 5) 7HE CON7RAC7OR SHALL INVES7IGA7£ SI7E DURING CLEARING 4XD EAR7HUORK OPERA7I0NS, LOCA7IN9 ALL CONCEALED UNDERGROUND PIPING, ELEC7RICAL CONDLLI7 AND PURIED S7RUC7URES AS CESSPOOLS, fOUIVDA7IONS FILLED EXCAVA7I011', ('-iC. If ANY Uf 7H6 AZ30VE, OR RELA7ED SI7UA7IONS ARE LOCA7ED, 711E ARCHI76C7 OR DRAT 7SMAN SHALL BE N071716D IMMEDIA7ELY. 6) LOADS DOLE 70 CONS7RUC7ING MA7£/2IALS AND EQUIPMEN7 SHALL N07 EXCEED 711E DESIGN LIVE LOAD PER. -SF., NECESSARY SHOUIN9 SHALL [?c PROVIDED WHERE THE S7RUC7UR6 HAS N07 A77AINED 707AL DESIGN S7/2ENg7H. 7) ALL APPLIAXCE AND 17 -EMS N07ED 70 /3E 7URNISHED By OWNER OR DECORA7ED SHALL 2c HOOKED LLP, CONNEC7ED AND PROPERLY 7177ED By 7HE APPROPRIA7E SU3CON7RAC70R. 3) ALL U.4LLS, CEILINGS AND ROOT, SHALL RECEIVE 7ULL 711ICK 7HERl"'AL INSULA7ION [3,477, R-11 IS REQUIRED FOR WALL AND R-38 IS REOLLIRED FOR CEILING. ALL IN7E-RIOR WALLS ARE 7O RECEIVE 32 SOUir'D INSULA7ION OR 3 7HERNAL INSULA7I0N. n • • 0 0 r 0 GENERAL NOTES FOR PLUnBING Imo_ PINSON DR07HERS & ARROYO 4. 1 • PLUMBING; PER 1988 UNIFORM PLUMBING CODE 1. ALL PLUflBING MA7ERIALS, 6QUIP86N7 AND INS7ALLA7IOA' SHALL BE DONE ACCORDING 70 UNI FORM PLUMBING CODES. 2. IN NO CASE SHALL ANY BEARING WALL BE BOARDED OUT MORE 7HAN 40% OF 7HE UID7H PER. U.B.C. SEC. 2518-77. 3. ALL aOIN7S AND PIPES 7HROUGH UALLS SHOULD BE FILLED 0I7H MAS7IC AND COVERED UIM ESCU7CHEON PLATES. s 4. If COPPER PIPINg IS USED, PROVIDE AND INSUL'A7ION 847ERIAL BE7U6EN COPPER AND S7EEL CONDUI7S. PIPES AND E71 5. USE PLAS7IC FOR DRAINS AND VEN7S 6)17H IDENTIFIED .MIN- INUO GI6IGH7 DRV PER U.P.C. SEC7ION 401. • H G. PROPER ELEC7RICAL GROUND ROD 70 BE INS74LLED 17 PLAS7IC "COLD W,47ER" PIPE IS USED. 7. IJA76R HCA76RS SHALL /3E LA76RALLY STRAPPED 70 VALL STUDS U17H PLUMBING 74PE AND 2-8d NAILS m EACH CND 07 TAPE. 8. ALL S7640 AND S7EAM CONDIENS7A7E RE7URN PIPING AND ALL CON7I1VUOUSLY SIRCULA7INg DOnES7IC OR HEA7ING HO7 NAM? PIPING SHALL 3E INSULA7ED AS REQUIRED BY PLUMBING DIV. • 119. 24" CLEARANCE REQUIRED OF PILO7 GAS FIRED UA7ER HEA7ER ABOVE FLOOR LEVEL PER U.B.C. SEC7ION 5101 (D). 10. ALL LAVA7ORI6S, SINKS, 0,47ER CLOSE7S, FALCE7S AND OTHER FINISH PLUOSIXg EQUIPnEN7 AS INDICA7ED ON DR,AGIINgS SHALL BE AS SELECTED BY DEVELOPER. 11. PLUMBIX9 CON7R4C7OR 70 SIZE SUPPLY, DRAIN, VEN7 AAT GAS PIPING. PROVIDE CI7Y W17H REQUIRED ISOME7RICS AND PIPINg SPECIFICA7IONS. 12. ALL UORK AND MA7ERIALS 70 BE PER U.P.C. AND ALL ADOP7ED 40 1 CI7Y 07 INDIO CODES AND ORDINANCES. 13, REVIEW PLUMBIC g SCHEDULE - ALL 7IX7URE 70 BE SUPPLIED AND INS7ALLED COMPLE7E. 14. INSLILA76 HO7 !J47ER INLET AND OU7LE7 PIPE A7 NAER HEAMR, » CX7CRN,4 LY lJI7H R -S3 OR GRE47ER (7IRS7 FIVE IN L,'iCON- DI7IONAL SPACE). 15, REVIEU L.ANDSC,zPE PLANS FOR IRRIGA7I0N S7113 0117 RCCILIREI'lEN7S. 0 0 • GENERAL N07ES FOR PL4N7ING 7 0l 2 PINSON BR07HERS 8 ARROYO 7. 711E C0N7AAC70A SHALL COORDINA7E HIS, WORK 017H ALL RELATED 7RADES. 2, REPOA7 ANY DISCREPANCIES B6706EN FIELD CONDI7IONS AND DRAWINGS 70 LANDSCAPE. AACHITEC7 OR HIS REPR£- SEN7A7IVE PRIOR 70 INSTALLATION, 3. ALL WORK IS SU3;£C7 70 711E APPROVAL O7 711E LAND- SCAP6 ARCHI76C7 OR HIS REPRESEN747IVE, 4. ALL PLAN7 MATERIAL SHALL BE FULL, HEAL7HY, SHAPELY, •' DISEASE AND INSEC7 FREE, AND OF 7HE SIZE 7HA7 IS S7ANDARD FOR 711E LANDSCAPE APPROVAL AND S74NDARD FOR 711E NURSERY INDUSTRY, 5. 7HE CON7RAC70R SHALL PROVIDE ALL PLAN7S AS IN- DICA7ED ON 7H£ PLANS, ANY CHANGES OR SUBS7I7U7IONS r MUS7 BE APPROVED By 7HE LANDSCAPE ARCHI7EC7. QUAN7I7IES INDICATED IN 711E PLAN7 LIST ARE APPROXI- MA7E AND ARE 70 BE USED ONLY AS A GUIDE, • 6. ALL PLAN7ED AND. GRASS AREAS SHALL SLOPE 70 DRAIN A7 % PER F007. 7. HOLD ALL FINISH gRADES FOR PLAN7£D AREAS 1" BELOW AD;US70EN7 PAVING AND CURBS. 8. 7REA7 ALL PLAN7£D AREAS, DECOMPOSED 9RANI7E AND GRAVEL AREAS 01711 PRE-EMER9EN7 WEED AS PER NAN- UFACWER' S SPECI7ICA7IONS. 9. ALL PLAN7S SHALL 13£ SE7 IN LOCA7ION AS SHOWN ON 7HE PLAN W17H APPROVAL OF FINAL LOCA7IONS By 711E LANDSCAPE ARCHI7EC7 DESIGNER, a 10. ALL LARGE PLAN7S SHALL BE HANDLED W17H CARE USING 7.11£ NECESSARY PROPER EQUIPMEN7. ANY DAMAGED PLAN7S SHALL BE RE;EC7£D AND REPLACED By 7HE CON7RAC70R, 17. REM? 70 ALL PLAN7IN9 DE74ILS FOR PLAN7IN9, S7AKING, GUYING, ESPALIER, FINISH GRADES, E7C. FOR 7HIS PRO- S` ;ECT , 12. BACKFULL FOR 7REES AND SHRUBS SHALL BE 2 PAR7S N47IVE 71PSOIL AND 1 PAR7 "NI7ROHUMIS" OR AS CALLED OU7 ON 711£ PLAIVS/DE7AILS. II 73. PLACE "AGRIFORM PLAN7 TABS" AROUND EACH R007BALL AS PER MANU7AC7URER'S REQUIREMEN7S FOR BALL SIZE. 14. MULCH ALL PLANT BEDS 01711 2" OF , 70 3/4 DIAM£7£R "VI7A BARK" OR EQUAL UNLESS 07HERWISE SPECIFIED. VERIFY 017H LANDSCAPE ARCHI76C7. 0 w GENERAL NO7ES FOR PLAN7IN9 Z o, Z PINSON DRO7HERS X ARRU O 15. ALL AREAS ARE 70 LETT CLEAR UT DEBRIS AND NEAR AND CLEAN A77ER EACH DAYS UORK, 7HIS GUAR7A1V7EE EXCLUDES 7HE77, VANDALISM, A..'47URAL DISAS7ER, OR UORK ON 711E PROJEC7 By OTHERS A77ER FINAL ACCEP7ANCE, DURING 9UANAN7EE PERIOD, CON7RAC7OR SHALL CHECK ALL PLAN7IN9 AND 07HERUISE MAKE 711E OUNER AUARE 07 ANY ADVERSE CONDI7IONS 7HA7 MAY A77EC7 7HE PLAN7IN/. COX71 C7OR YHALL BE RESPONSBLE FOR ANY MAN117AC7URERS OR SUPPLIERS UARRAN7EE DURING 711E • 76. 711E SOD SHALL BE APPROVED AS 70 711E 7YPE AND SOURCE, AND INS7ALLED AS PER GROWER'S SPEC - O I7ICA7IONS FOR FER7ILIZER AND INS74LLA7I0N. 711E SOD SHALL BE LAID NO LATER 7HAN 24 HOURS A77ER DELIVERY AND ROLLED 70 FORM A 7IgH7 MA7 01711IN 1 U66K A77ER LAYINy, ANY DRY OR DIS- EASED SP07S SHALL BE RESODDED, LOU SP07S SHALL BE S71RIPPED, REGRADED AND RESODDED 70 PROVIDE A SMO0.7H 7RASI7ION 7O AD;ACEN7 GRADES. UNLESS INDICA76D 07HERWISE, GRASS AREAS ARE NO7 70 SLOPE MOR THAN 4:7. 17AIN76NANCE: 711E CON7RAC70R SHALL /PROVIDE FOR DAYS MAIN76NANCE A77ER THE 103 IS 7O7ALLY COMPLE76D AND 711E ;OB HAS BEEN ACCEP76D By 711E LANDSCAPE.ARCH176C7, A7 711E END OF 711E MAIN76NANCE PERIOD, A FINAL INSPEC7ION SHALL BE MADE BE 711E LANDSCAPE ARCh176C7 AS REL.A7ED 70 THE MAINTENANCE. GUARANTEE: LANDSCAPE C0N7RAC7OR SHALL GUARANTEE ALL 7REES (IN- CLUDING REPLACEMEN7 PLAN7S) FOR A /PERIOD 07 ONE YEAR .AND ALL SHRUBS AND GROUNDCOVER PLAN7S FOR A PERIOD 07 FOLLOUIN9 FINAL ACCEP7ANCE OF 711E PLAN71N9 POR7ION OF 7HE CON7RAC7, CON7RAC7OR SHALL BE RESPON- SIBLE FOR MISSING OR VANDALIZED MATERIALS UN7IL FINAL ACCEP7ANCE 07 OUNER, REPLACEMEN7: ANY MA7ERIAL INCLUDED IN THIS CON7RAC7 711,.7 IS EITHER DEAD OR IN UNSA7I7AC70RY CONDITION, AS DETERMINED By LANDSCAPE ARCh176C7, SHALL BE REMOVED FORM SI7E, AND ANY 07HER MISSING PLAN7S SHALL BE REPLACED A7 CON- 7RAC70RS EXPENSE. ALL REPLACEMEN7 PLAN7S SHALL BE 07 SAME VARIETY, SIZE AND 8007 CONDI7-TON.OF EXIS7IN9 AD;ACEN7 PLAN7 MA7ERIALS AND SHALL INCLUDE ANY NEW 9ROU711 7HA7 MAY HAVE OCCURED SINCE PLAN7IN9, SUCH 7HA7 REPLACEMEN7 PLANTS MA7C11 EXISTING PLAN7S 07 SAME VARIE7y, 7HIS GUAR7A1V7EE EXCLUDES 7HE77, VANDALISM, A..'47URAL DISAS7ER, OR UORK ON 711E PROJEC7 By OTHERS A77ER FINAL ACCEP7ANCE, DURING 9UANAN7EE PERIOD, CON7RAC7OR SHALL CHECK ALL PLAN7IN9 AND 07HERUISE MAKE 711E OUNER AUARE 07 ANY ADVERSE CONDI7IONS 7HA7 MAY A77EC7 7HE PLAN7IN/. COX71 C7OR YHALL BE RESPONSBLE FOR ANY MAN117AC7URERS OR SUPPLIERS UARRAN7EE DURING 711E • 0 r w r i= u • r ARCHI7EC7URAL OORKING DRA.UlNG A32REVIA7IONS II PINSON 3R07hERS 8 ARROYO 11 ABV ABOVE CAB CABINE7 AFF ABOVE FINISHED FLOOR CAB CADMIUM RSC ABOVE SUSPENDED CEILING CP7 CARP67(ED) RCC ACCESS CS87 CASEMEN7 ACFL ACCESS FLOOR CI CAS7 IRON Air ACCESS /PANEL_ CIPC CAS7 IN PLACE CONCRE76 AC ACOUS7ICAL CS7 CAS7 S70NE ACPL ACOUNS7ICAL PLASTER CB CATCH BASIN AC7 ACOLS7ICAL 7ILE CK CALK(ING) CAULKING) ACR ACRYLIC PLAS7IC CLG CEILING ADD ADDENDUM CH7 CEILING HEIGH7 ADH ADHESIVE CEM CEMEN7 I AD; ADaACEN7 iCPL CEMEN7 PLAS7ER (POR7LAND, ADa7 ADaUS74BLE CM CEN7IME7ER(S) AGG 499REGA7E CER CERAMIC I AIC AIR CONDI7IONIN9 .C7 CERAMIC 7ILE AL7 AL7ERNA7E CM7 CERAMIC MOSAIC (7ILE) AL ALUMINUM CHBD CHALKBOARD ANC ANCHOR, ANCHORAGE CRAM CHAMFER AB ANCHOR 2OL7 CR CHROMIUM (PLA7ED) ANON ANODIZED CIR CIRCLE j APX APPROXIMA7E CIRC CIRCUMFERENCE ARCH ARCHI7EC7 (URAL) 'CLR CLEAR (ANCE) AD AREA DRAIN CLS CLOSURE RSB ASBES70S CUL COLUMN ASPH ASPHAL7 COMB COMBINA7ION i A7 ASPHAL7 7ILE 'COMP7 COMPAR7MEN7 AL70 AU70MA7IC COMPO COMPOSI7ION (COMPOSI7E) Big BACK PLAS7ER (ED) COMP COMPRESS (ED) (IO/V) ( IDLE ) BSM7 BASEMENT CONC CONCRE7E BRG BEARING C1170 CONCRE7E MASONRY UNI7 2PL BEARING PLA7E CX CONNEC7ION Bal BED aOIN7 CONS7 CONS7RLC7ION BM BENCH MARK CON7 CON7INOUS OR CON7INUE BEL BELOU CON71? CON7RAC7 (0/2) BE7 BE7UEEN .CLL CON7RAC7 LIMI7 LINE BVL BEVELED Cal CON7ROL aOIN7 3I7 BI7UMINOUS CPR COPPER BLK BLOCK CG CORNER GUARD BLKG BLOCKING CORR CORRUGA7ED BD BOARD C 7 COUN7ER BS 207H SIDES C7L COUN7ERFL.4SHIlvg i BU 207H UAyS CS COUN7ERSINk B07 20770M CiSK COLNiERSUNK SCREE-) BRK BRICK CRS COURSE (S) BRZ BRONZE CRG CROSS gRA11v BLDG BUILDING C77 CUBIC 7007 BLit BUIL7 Lig ROOFING C11D CUBIC YARD BBD 2ULLE7IN BOARD Di)R DAnPER 0 • • i- • • ARCHI7EC7URAL WORKING DRAWING A22REVIA7IONS II PINSON BR07HERS & ARROYO iI Dig DAMPPRO07ING 71V 7ENCE DL DEAD LOAM FBD FIBERBOARD DELI DEMOLISH, D68OLI7ION 79L FIBERGLASS DMT DEMOUN74BLE FIN FINISH(ED) DEP DEPRESSED 776 FINISHED FLOOR 6LEV4710N D7L DE74IL 77L FINISHED FLOOR LINE DIAD DIAGONAL FA FIRE ALARM DIAM DIAME76R 7BRK 7IRE BRICK DIM DIMENSION 7E 7IRE EX7INgUISHER DPR DISPENSER 7EC FIRE EX7INgUIS11ER CABINE7 ! DIV DIVISION -711S FIRE HOSE S7A7ION DR DOOR FPL FIREPLACE i DA DOUBLEAC7ING 7i' - FIREPROOF DH DOUBLE HANG 7RC 7IRE RESIS7AN7 COA7ING D 7 DOVE7AIL ANCHOR FR7 7IRE RE74RDAN7 D7S DOVE7AIL ANCHOR SLO7 7L9 (LASHING j DS DOONSPOU7 7HMS 7LA7HEAD MACHINE SCREW D DRAIN THUS 7LA7HEAD WOOD SCREW DRB DRAINBOARD 7LX FLEXIBLE D7 DRAIN 7ILE 7LR 7LOOR(ING) j DUR DRAWER 7LCO FLOOR CLEANOU7 DUg DRAUING 7D FLOOR [TRAIN D7 DRINKING 7OUN7AIN 7PL FLOOR PLA7E DU DUIIBU417ER 7LUR 7LUORESCEN7 £7 EACH FACE 7a7 FLUSH ;OIN7 E EAS7 779 7007ING i £LEC ELEC7RIC(AL) FRG GORGED EP ELEC7RICAL PANELBOARD 7ND FOUNDA7ION i ECIC ELEC7RIC 047ER COOLER 7R 7RAME(D) (ING) ! EL ELEVA710N 7RA FRESH AIR ELEV ELEV470R 7S FULL SIZE EMER EMERGENCY 7BO FURNISHED By 07RERS ENC ENCLOSE (CURE) FUR 7URRED ( ING ) EQ EQUAL 7U7 7U7URE i EQP EQUIPM£N7 G.A GAG£, GAUGE ESC ESCALA70R GV GALVANIZED ES7 ES7IM47E GI GALVANIZED IRON EXCA EXCAVA7E Gig GALVANIZED PIPE EXH EXHAUS7 GSS GALVANIZED S7EEL SHEE7 EXG EXIS7IN9 9K7 9ASKE7(ED) EXMP EXPAIND£D ME7AL i)LA7E GC GENERAL CON7RAC7(OR ) EB EXPANSION BOLT GL GLASS, GLAZING y EXP EXPOSED GLB GLASS BLOCK EX7 EX7ERIOR GLF GLASS FIBER EXS EX7RA S7RONG GCMU GLAZED CO1VG'E7E MASONRY UNI 7B FACE BRICK GS7 GLAZED S7RUC7URAL 7ILE FOC 74CE 07 CONCR67E GB GRAB BAR 707 FACE 07 FINISH GD. GRADE, GRADING 7017 FACE 07 /'MASONRY GRN GRANI7E i FOS FACE 07 S7UDS GI/L GR,41 (< . 77 FAC70Ry FINISH GF GROUND 7,4CE 7AS 7AS7ErV, 74S7c`al',rP G7 C ROU7 i 0 0 �a • • 0 ARCRI7EC7URAL UORKING DRAbIING ADBREVIA7I0NS PINSON DR07RERS 8 ARROYO 9PDU 9YPSCIF DRY WALL Li' LIgK7PRO07 9PL 9YPSCIF LA7R LU LIGR7GIEIgR7 9PPL 9YPSUM PLAS7ER LUC LIGR7061gR7 CONCRETE 9P7 9YPSUM 7ILE LOS LIMES70NE RR RANDROLE L7L LIN7EL KBD RARDBOARD LL LIVE LOAD HDU RARDUARE LVR LOUVER HUD RARDUOOD LP7 LOCI POIN7 Ra7 READ ;OIN7 FB MACHINE BOLT HDR READER FI MALLEABLE IRON I R7G REA7IN9 OR MANHOLE I RVAC hE,47INg1VEN7ILA7INg1AIR CONDI7IONIN9 07R MANUFAC7URE(ER) RD HEAVY DU7y ORB MARBLE i R7 REIGR7 FAS MASONRY RX HEXAGONAL FO MASONRY OPENINg RES KICK EARLY S7REN97R CEFEN7 M7L 847ERIAL(S) RC ROLLOU,CORE MAX MAXIMUM RM ROLLO0 ME7AL MECR MECHANICAL) j RK HOOK(S) MC MEDICINE CABINET ' HOR RORIZON7AL FED MEDIUM RB ROSE BIBB MBR MEMBER RUH H07 OA7ER REA7ER MMB MEMBRANE INCN INCINERA70R MEi FE7AL INCL INCLUDE(D)(ING) MTD FE7AL TLOOR DECKING ID INSIDE DIA067ER 077R ME7AL TURRING INS INSULA7E(D)(ING) MRD ME7AL 8007 DECKING INSC INSULA7IN9 CONCRE7E 07HR 8E7AL 7HRESROLD ! INS% INSULA7ING TILL M METER(S) IN7 IN76RIOR MILLIME7ER(S) ILK IN7ERLOCK NUK MILLWORK IN7M IN76ROEDIA76 FIN MINIMUM INV IN7 FIR MIRROR j IPS IRON PIPE SIZE DISC MISCELLAN60US ' aC ;ANI70R'S CLOSE7 FOD MODULAR i a7. ;OIN7 MLD FOLDING, MOULDING aT ;OIN7 TILLER MR MOP RECEP70R a a0IS7 F7 NOUN7(ED)(INq) KCPL KEENS'S CEFEN7 PLAS76R FOV MOVABLE KPL KICKPLA76 MULL MULLION KI7 KI7CRE1V NL NAILABLE KO KNOCKOU7 NA / N47URAL j LBL LABEL NI NICKEL LAB LABOR47ORY NR NOISE RrDUC710N LAD -LADDER NRC NOISE REDUC7 COE77ICIENi LB LAG 2OL7 NOF NOMINAL LAM LAFIIVA76(D) NO 1VONME7ALLIC LAV LAVA70RY N NOR7R LR LE77 RAND AlIC N07 IN CON7RAC7 L LEN971q N7S N07 70 SCALE � L7 LIGR7 02S OBSCURE LC LI987 CON7ROL OC ON CEN7ER(S) I E1 1 0 • • Ll ARCKI7EC7URAL WORKING DRAUING A23REVIA7IONS PINSON DR07HERS 9 ARROYO ! OHMS OVALREAD MACHINE SCREU RErR RETRIgERA7OR OP OPAQUE REG. REgIS7ER OPG OPENING RE REINTORCE(D)(ING) Oa OPEN GIEB ;OIS7 RCP REIN70RCED CONCRE76 PIPE DPP OPPOSI76 REM REMOVE OPK OPPOSI76 HAND RES RESILIEN7 OPS OPPOSI76 SURFACE RE7 RE7URN OD OU7SIDE DIAME76R RA RE7URN AIR ONUS OVALKEAD UOOD SCREU RVS REVERSE(SIDE) ! OA OVERALL REV REVISION(S), REVISED OR OVERHEAD RK RIGK7 RAND PN7 PAIN7(ED) ROIJ RIgh7 Of UAy j PNL PANEL R RISER PB PANIC BAR RV7 RIVE7 P7D PAPER 70b)EL DISPENSER RD ROOF DRAIN P7R PAPER 70UEL RECEP70R RTK ROOF hA7CK PAR PARALLEL R79 ROOfIN9 PK PARKING RM ROOD ! PBD PAR7ICLE BOARD RO ROUGH OPENING j P7N PAR7I7I0N RB RUBBER BASE PV PAVE(D)(ING) R37 RUBBER 7ILE i PVM7 PAVE8EN7 ,RBL RUBBLE. S70NE PED PEDES7AL S7gL SA7E7y gLASS i PERF.PER70RA7E(D) SCK SCHEDULE PERI PERIME76R SCN SCREEN PLAS PLAS7ER SN7 SEALAN7 PLAIT PLAS7IC LAI7IN47E S7g SEA7ING PL PLA7E SEC SEC7ION i PG PLA7E GLASS SSK SERVICE SINK ` PAID PLYUOOD SK7K SKEA7KING P7 POIN7 SK7 SKEE7 i PVC POLYVINYL CHLORIDE SG SREE7 gLASS PE PORCELAIN ENAMEL SK SKELf, SKELVIiVG P7C POS7 7ENSIONED CONCRE76 SKU SKORE(D)(ING) PCF POUNDS PER CUBIC 7007 SII7 SIMILAR PfL POUNDS PER LINEAL 7007 SKL SKYLIGK7 PST POUNDS PER SQUARE T007 SL SLEEVE j PSI POUNDS PER SQUARE INCH SC SOLID CORE PCC PRECAS7 CONCR67E SP SOUNDPROOF PFB PRE742RICA7E(D) S SOU7K. PFN PREFINISKED SPC SPACER i PRF PREFORMED SPK SPEAKER PSC PRES7RESSED CONCRE76 SPL SPECIAL j PL PROPER7Y LINE SPEC SPECI7ICA71ON(S) ! 07 QUARRY 7ILE SQ SQUARE R27 RABBE7, REBATE SS7 S74INLESS S7EEL RAD RADIUS S7D S7ANDARD RL RAIL(INg) S7A S7A7ION RIdC RAI:1-W- 47ER CONDUC7OR S7 STEEL REF REFERENCE S70 S70RAGE RTL RE7LEC7(ED)(IVE)(OR) SD S70RM DRAI,1' i i i • A • • 0 • U • ARCHI7£C7URAL WORIKING DRAWING A33REVIA7IONS 11 PINSON BR07HERS 9 ARROYO ;l S 7 SMUC7URAL SC7 S7RUC71112AL CLAY 7ILE Sus SUSPENDED SYM SYM1£ 7RY (ICAL ) SYN SYN71ZE7IC SYS SYS768 7KBD 7ACKB0ARD 7KS 7ACKS7RIP TEL 7£LEPHONE 7V TELEVISION 7C 7ERRA C077A 7Z 7ER12AZZO 7HK 7HICK(NESS) 7HR 7KRESHOLD 7117N 70IL£7 PAR7I7ION 711D 70ILE7 PAPER DISPENSER 70L 70LE12ANCE 7 & S 70NgUE AND GROOVE 7SL 70P,- Of SLAB 7S7 70P 07 STEEL 7W 70P Of WALL 7B 70UEL BAR. 7/2 MANSON 7 7READ 7YP 7YPICAL uc UND£i2CU7 UN7 UNFINISHED Uig URINAL Va V-10IN7(ED) VB VAPOR BARRIER VAR VARNISH VAIR VENEER VRM VERMICULI7E V£127 V£127ICAL VG VER7ICAL 9RAIN VIN VINYL VA7 VINYL ASBES70S 7ILE VB VINYL BASE VT VINYL FABRIC V7 VINYL 7ILE WSC7 0AINSCO7 U70 WALL 70 WALL WH WALL KUNG WC WA7ER CLOSE7 UP WA7E UROOfING OR 047ER REPELLEN7 WS WA7£RS70P WWt WELDED WIRE FABRIC W W£S7 NHB WHEEL BUYER W WID7H, WIDE WIN WINDOWN Wg WIRED 9LASS 00 WIRE mESH WO WI7HOU7 GID WOOD WB WOODBASE UP7 WORKING POINT WI WROUGH7 IRON 40 S.ENERAL N07ES INSULA7ION N07ES: 1) ALL INSULA7ION MA7ERIAL- INCLUDINg FACINGS ARE R6QUIR6D 70 HAVE A FLAM6SPR6AD RA7INg 07 25 OR LESS AND A MAXIMUM SMOKE D6NSI7y Of 450 UNLESS 17 IS IN A CONCEALER SPACE AND 7KE 7ACING IS IN CON7AC7 01711 A UALL OR CEILING . . . SEC. 1713.(c) exc. #2. 2) -70,40 PLAS7IC "INSULA7IONS ARE REQUIRED 76 BE PR076C76D , . . -SEC. 1712. 9LAZING REQUIR606N7S: 1) ALL 9LAZIN9 IN HAZARDOUS LOCA7IONS.IS REQUIRED 70 BE 07 SA7E7y GLAZING MA7ERIAL . . . SEC, 5406.(d). ADD17I0NAL REQUIREMEN7S: PROVIDE A UINDOU OR DOOR 70 7KE EX7ERIOR FROM 6VE12y ROOM USED FOR SLEEPING . . . SEC. 1204, A UINDOU MUS7 PROVIDE A CLEAR OPEN AREA 07 5.7 SQ. 77., A CLEAR HEIjCH7 07 24 INCHES, AND A CLEAR iVID711 07 20 INCHES ((11NItlLN) . . . SEC. 1204. ALL HAD17A[3LE ROODS REQUIRE 6X7ERIOR 9LAZED OPENINyS EQUAL 70 70% OR MORE 07 7HE FLOOR AREA (17IN18U8 10 SQ. 77. ) , SEC. 1205.(a). ALL HA3I7ABLE ROODS REQUIRE AN OPERABLE EX7ERIOR OPENINgS EQUAL 70 5100 OR MORE OF 7116 FLOOR AREA (MINIMUM 5 SQ. F7.) , . , SEC. 1205.(x). 7KE MINIMUM CEILING IN A H,4217A13LE SPACE IS 7 7EE7 6 INCHES EXCEP7 KI7CHENS, HALLS, AND JA7HS MAY HAVE A CEILING H6IGH7 07 7 7667 . . . SEC. 1207;(a). IIPROVIDE A SMOKE D676C70R IN ALL AREAS HAVING ACCESS 70 SLEEKING ROOMS . . . SEC. 1210.(a)4. s • • • • • 0 11 a SC/1L, fULLNr3A7IUN [367RIL 1 1 12„_ 7 , -J PINSON DR07HERS 8 ARRogU DE7AIL (4)(3) I U z 0 \v 3 c.. .p V � v a v W V a O W h v Q �v Z� Za� Ln z hti Ln a �i W r a 3 a s W a v v a \ h Q— aC >C ^l \ UVU?U � # UV7S 3L ?YDNOD ,Z / l £ ODDRL9 UOIU?LX7 77UR Z1?80d .l 90007d ., 8 / £ NOILN777SN1 £ l -U U'V 5N07 Al /M S?LV7d 7719 W �X.e /P7D'O ..91 LD 9977LE ., �Xme 771i1"/biU uC /l 0 . 0 0 0 0 0 . 0 0 TOUNDA7I0N .c ,r7AIL PINSON 3R07H6RS 9 ARROYO L. E SD67AIL (O 0 u 9 „9 u8 a v w ti Q w Q N ' w V 'ti O c v v v V a 3 h :Z Zi J a t- 3 M h M w. o IZZ Ln Z ti "Q w w o t w v, w a L. E SD67AIL (O 0 u 9 „9 u8 • II 7OUND47ION D67AIL III 11 CAL= ' 0 • • J Ll PINSON BR07HERS 8 ARROYO rQ a w z o w c v v i H a v h a w • a v z • w Ln a V a h rJ c r r w V ?C aC oo \ \ r r \ . N N U,, r 0 • • J Ll J J 0 0 0 0 J 7 • • 7 Lm • LM AN • C 7OUNDA7ION DE74IL jSc,4L6 X112"=1' PINSON BR0711ERS & ARROYO DETAIL (a) LA7E VS • LA7E VS 0 0 0 0 • I FINISH FLOUR PLAN 11SCALE 114 7' Il fl - .PINSON JRO7HERS 8 ARROYO ;I 9ENERAL N07ES 1. 477IC ACCESS OPENING (SIN. 22"X300 . SEC7I0N 3205a UBC.- 708 CLIC. 2. FIREGIALL FROM FLOOR 7O ROO7 AND / OR CEILING MUS7 BE AS REQUIRED FOR ONE Hit. CONS7RCCC7ION ON 78E GARAGE SIDE, DCCC7 PENE7RA7IONS MUS7 BE MINIMUM 26 gUAG£. S£C7ION 503-4 UBC, 3. SELF --CLOSING 7-3/8" SOLID DOOR REQUIRED FROM GARAGE 7O D06LLING, NO7E. DOOR MAY N07 OPEN IN7O A ROOD USED FOR SLEEPING PURPOSES. SEC7ION 5031 AND 1104 UBC. 4. GARAGE FLOOR SUR74CES MUS7 BE CON57RUC7ED 07 NON COMBUS71BLE MA7ERIALS, SEC7ION 1105 UBC. 5. HEA7H 70 PRO;EC7 MIN. 16" FROM 7IREPLACE OPENING AND 8" BEYOND SIDE OPENING. SEC7ION 3707 /c UDC. 6. FIREBOX SHALL BE NO7 LESS THAN 20" -TN.DEP7H, SEC7ION 3707c UBC, 7. CHIMNEY 70 PRO;EC7 MIN. 2' ABOVE ANY POR7ION 07 8007 017H IN A 10'-0" RADIUS MEASURED HORIZON7ALLY, SEC7ION 7ADLE 3 7-B-CC[3C 8. PROVIDE IN76RIOR DOORS 'A7 ALL FIREPLACES AND OU7SIDE COMBUS7ION AIR FOR FIREPLACES LOCA7ED ON EX7ERIOR UALLS. 9. NA76R HEA7£R AND FURNACE PLA77ORMS SHALL BE MIN.. 18" ABOVE 7H£ FLOOR. SEC7ION 1310 UPC, 10. MIN. OID711 07 SPACE FOR UA7£R CLOSET 30" CLEAR SPACE IN 7RON7 240 . SEC7ION 571 UBC. 0 0 [7 0 0 • 0 • ul 46 0 a 9 r 0 n 0 J 0 • 11 e 0 0 0 u E L • 0 f 11 SCALE I i FRAMING PLAN (7RUSS LAY 0117) II PINSON DR07HERS S ARROYO 1. !1 7RUSS C 23'-6" 71R? U S S D i 6'-2" 7RUSS C 0 rm • • [7 0 • • • S7RUC7. GROSS ScC7IU1V A, !3, C SCALE i PINSON iii 07W'R5 8 4RROYO g6NERAL N07ES. S7RUC7. 'CROSS SEC7ION D67AIL R. INDITCA7ES, (REAR PA7I0 AREA) & (I7AS7ER BED ROOD) S7RUC7. CROSS SEC7ION D67AIL B. INDICA7ES, (IIAS7ER BED ROOM PLUS 017H MAS76R CLOSET AREA) SEE CON7RAC7OR 17 MAS7ER CLOSE7 AERA IS 70 BE DROP 012"X4" CEILING ;OIS7 A7 76-O.C. S7RUC7. CROSS SEC7ION DE74IL C. INDICA7ES, (t7ININ9 ROOM), (KI7CHEN AERA G)/ 2"X6 "CEILING aUIS7 47 76"O.C. ), (LIVING ROOD), (REAR PA7I0, SHUGIING SLIDING GLASS DOOR 70 MAS7ER BED ROOM.) u • 0 • 0 • • • 0 0 II S7RUC7. CROSS SEC7ION D SII SCALE, , Ill II PINSON BR07HERS R ARROYO ;I GENERAL N07ES. 1. S7RUC7. CROSS SEC7ION INDICA7ES, (MAS7ER BED ROOM). (BED ROOMS: 1,2) (GARAGE AREA W [BOOR 70 LIVING AREA. SEE FINISH FLOOR PLAN FOiR A SPECIAL N07E FOR DOOR.) 0 'l1w Oman=i • 0 Cl 0 0 FRAMING D£7AIL PINSON BR07HERS & ARROYO 0 0 0 0 0 0 L SCALE n _ I i IL- D67AIL (A) Ln w ti \ V 3 Z h r a ti h J :::j H L a h o ti a h hh w h M rZ Zj 0 0 0 0 0 0 L SCALE n _ I i IL- D67AIL (A) ' 7i2AIII -1 SCALE' ' l7ING [7E7AIL PINSON DR07HERS 9 APROYO DE7AIL (B) • CJ 0 0 49 0 U 0 V O c Z N 14 tz o a z 1-4.. ro� L, o z o a it it Ln Zi rg� W c 00 \o �r h v rn Q 4J k • �) N M �,C CJ 0 0 49 0 U 0 • • • 11 • • 0 • • • FRAOING DE7AIL SCALE 7112"=l IL- PINSON BROWRS S ARROYO DC74IL (C) 11 w c V '-4 • h O a 1 • Z rz) W rV rQ Z N a OZLl a. Zj 3 a a z a a z v w ti n ( a a It at c 1 a C-) oo \o -.r -r v- a a n ,) ^t Zj M >C .>< oo rV ti i • 0 • • C • 0 C7 11 0 I FRAMING D67,41L FSCA �=7 PINSON BROWRS & ARROyO D67AIL (D 0 II . 7RAMINg D£7AIL III 1712"=I' 0 0 • 0 0 0 0 0 0 PINSON [3i?<)WRS R ARROYO W h J li \ V N W O •QB z Z O O zi O V N W W l v h O hh t pcal I:zt hQ J o v Z3h ( vhaz rz O rt, ' IW ti ( . 'V V- h DE7AIL (, ) • 7RAMIN D67AIL PINSON BR07HERS 9 ARROYO v V w ! • O + O h O 3 zi • h Ln ! t Ln ! ! ! V VV fJ t M 00 rV Zj >< LfN V-- 0 • • • • • SCALE n i DE7AIL (f ) 7RAMINg DE7AILS SCALE 1712 =1' PINSON BR07HERS S ARROYO DE7AIL 0 :: 0 n .i 0 • 0 l 7RAMING DE74IL ( SCALE PINSON DROWRS R ARROYO DE7AIL (3 ) a ti o V V h ti W h >c 4.1 h w v Zt O a o h N o a h w Z v 3 a ti 0 i [, r) 0 0 7RAMINg DE7AIL PINSON BR07H6RS 8 ARROYO SCALE 1112"_1, DE7AIL (3) V W V W O o a h 3 c, it c >[ \ e e O SCALE 1112"_1, DE7AIL (3) LM rm 0 W o FINISH ROOT PLAN. PINSON BR07HERS 8 ARROYO SCALE 1/4"=1' 96NERAL N076. 1. OVER REAR PA7I0 AREA, BUIL7 -UP 8007 WI SMALL ROCK 2"X60 RAf 7(SRS & 24 "O. C 01112- PLYWOOD. 2. FOR FINISH 7ILE, CLAY 7ILE I.C.3.0 #3523. 3. SEE PLAN FOR ALL OVER HANGE Dll7ENSIONS 2670RE Fi2A(7ING. C, .GENERAL S7RUC7URAL N07ES. 7HESE N07ES SHALL APPLY UNLESS SKOUN 07HERWISE ON PLANS. 1. ALL 8476RIALS AND CONS7RUC7ION SHALL CONFORM 70 711E 1979 0 11 EBI7ION 07 711E UNIFORM JUILDING CODE. • 2. CON7RAC7OR SHALL VERI7Y ALL EXIS7IN9 COND17IONS AND DIMENSIONS BE7ORE S7AR7IN9 UORK. SHOULD.CONBI7IONS EXIST WHICH ARE CON7RARY 70 7HOSE SHOUN ON PLANS. EN9INEER SHALL BE N07I7IED BEFORE PROCEEDING 01711 UORK. 3. ASSUMED DESIGN SOIL BEARING VALUE IS 1500 PSF A7 A DEP711 Of 12" MINIMUM BELOU NA7URAL OR FINISHED GRADE (G)HICH- EVER IS LOOER). 7OUND47IONS SHALL BEAR ON FIRM, UNDIS7- URBED NA7IVE SOIL OR APPROVED CONPAC76D BACKFILL. 3, SEE ARCH17EC71RAL DRAUINgS FOR SIZE AND LOCA7ION OF ALL OPENINGS, FLOOR FINISHES, E7C. 4. ALL UORK SHALL CONFORM 70 711E FLANS AND SPECI7ICA7IONS IN ALL RESPEC7S AND SHALL BE SUB;6C7 70 APPROVAL BY 711E EN91NEER, 6. ALL CONCRE76 SHALL HAVE A MINIMUM ULIMA76 COMPRESSIVE S712ENG7H OF 2000 PSI A7 28 DAYS. AGGREGA7ES SHALL CONFORM . 70 AS78 C-33. 7. CEMENT FOR CONCRE7E, SHALL BE 7YPE I OR Il POR7LAND CEMEN7 CONFORMING 70 AS711 C-750. 8. NO PIPES OR DUC7S SHALL BE PLACED IN S7RUC7URAL CONCRE76 UNLESS SPECIFICALLY DE7AILED. 9. CONCRE76 COVER FOR REINFORCING BARS SHALL BE 3" FOR CONCRE7E POURED DIREC7LY AGAINS7 711E GROUND, 2" FOR CONCRE76 EXPOSED 70 711E 9ROUNB OR 06A711ER 9117 PLACED IN FORMS, 1-1/2" FROM 70P FOR SLABS. 10. CON7IN000S INSPEC7ION BY A RE9IS7ERED DEPU7Y INSPEC70R IS N07 REQUIRED. 71. ALL REINFORCING S7EEL SHALL CONFORM 70 AS7M A-615 GRADE 60 (DEFORMED), EXCEP7 #3 AND #4 BARS MAY BE GRADE 40. Cj 0 ul r 0 [1 i 0 GENERAL S7RUC7URAL N07ES 11 PINSON BR07HERS 8 ARROYO J1 12. ALL REINFORCING BARS MARKED "CON7INUOUS" MAY BE SiPLICED 017H A MINIMUM LAP OF 30 BAR DIAME76RS IN CONCRE7E AND 40 DIAN67ERS IN MASONRY (S7ASyER SPLICES). 13. DOUELS SHALL BE /PROVIDED A7 ALL /SOUR ;OIN7S AND SHALL BE 7HE SAM& SIZE AND SPACING AS REINFORCING DIREC7LY BEYOND POUR a0IN7S. MINIMUM LAIC SHALL BE 30 BAR DIAM67ERS IN CONCRE7E. 74 ALL REINFORCINy SHALL BE SUPPOR76D IN CONFORMANCE 'W17H 711E "LA7ES7 MANUAL 07 S74NDARD PRAC7ICE FOR REINFORCED CONCRE7E CONS7RUC7ION LA7ES7 EDI710N. 75. ALL LUM36R SHALL BE GRADE MARKED By AN APPROVED AGENCY 70 CON70RII 70 1987 GRADING RULES NO. 16 FOR UES7 COAST LUMBER AS PUBLISHED By UCLB, OR EQUAL, IN ACCORDANCE 01711 PROVISIONS OF U.S. VOLUN7ARY PRODUC7 S7ANDARD P.S. 20-70. L11/7BER GRADE SHALL BE AS FOLLOWS, UNLESS N07ED 07HERUISE: UALL 70P PLA7ES A7 7RUSS [SEARING: NO. 1 D. F. 2 X WALL FRAMING: CONS7RUC7I0N GRADE DOUGLAS FIR (D. F.) OR BE77ER. 2 X 6 AND DEEPER: NO. 2 D. F, 4 X PLA7ES, LEDyERS AND POS7S: NO. 2 D. F. 4 X BEAMS: NO. 1 D. F. ALL 6 z: NO. 1 D.F. 16. GOOD PLA7ES RES7IN9 ON CONCRE7E SLABS ON GRADE AND CONCR67E F007IN9S SHALL BE PRESSURE 7REA7ED DOUgLAS FIR. 17. PREFABR-TC47ED ROOF 7RUSSES 70 BE DESIGNED AND 7ABRICA7ED BY 711E 7RUSS OANU74C7URER. 7RUSS CALCULA710NS AND DRAUING SHALL BE SUPPLIED BY 7RUSS NANU7AC7URER AND SUL30177ED 70 711E ARC11I7EC7 AND BUILDING DE-PAR70EN7 FOR APPROVAL PRIOR 70 7ABRICA7I0N. 7RUSSES SHALL BE BRACED DURING INS7ALLA7ION IN ACCORDANCE 0178 l7ANU7AC7URER' S RECOMMEND47IONS. 0 Ll • 0 0 7 41 9£NE12AL S7RUC7URAL N07ES PINSON BR07HERS 8 ARROYO ! 18, PLYWOOD SHALL BE CD-IN7ERIOR 4/I7H EX76RIOR SLUE (P.I. 32/16) CON7ORMIN9 70 UNI7ED S747ES PRODUC7 S7ANDARD 1-74. LAY WI7H FACE 9RAIN PERPENDICULAR 70 FRAMING AND S7AGyER PANEL ENDS. NAIL 4/I7H 8d A7 6" U.C. A7 EDGES AND 72" U,C. 47 FIELD, BLOCKING N07 REQUIRED. 79, SEE 7ABLE 25-P OF BUILDING CODE FOR NAILING OF WOOD MEMBERS N07 SP6CI7ICALLY DE7AILED ON PLANS. 20. HOLES FOR BOL7S IN WOOD SHALL BE 07 SAME DIA0E76R AS BOLT f 1132" MAXIMUM, B6L7S AND LAG SCRE41S BEARING ON WOOD SHALL HAVE S7£EL OR MALEABLE IRON WASHERS 07 S74NDARD SIZE. 21. 3/8" 711ICK (MINIMUM) GLASS REINFORCED STUCCO AS MANU7AC- 7UR6D By-PONEROALL, INC.- (I. C. B, 0, R.R. #3804) 47 EX76RIOR WALLS 70 BE TRAMING MEMBERS 0I7H NO, 11 GAUD£ NAILS 0I7H 7/16" DIAME76R HEADS OR NO. 16 CAUSE S7APLES._ NAILS AND S7APLES SHALL BE OF SU77ICIEN7 LEN97H SO AS 70 PROVIDE 1-112' and 718" PEN£7RA7ION RESPEC7IVELY IN70 WALL 7RAMIN9 MEMBERS. FAS7EN£i2S SHALL BE SPACED A MAXI- MUM 07 6" U.C. A7 ALL BEARINGS. 22. 112" GYPSUM WALL BOARD ("GYP. BRD.") SHALL BE NAILED WI7H 5d COOLER NAILS A7 7" O,C. A7 ALL BEARINGS (USE 6d COOLER NAILS FOR 5/8" gyp. 9 d.) WHERE APPLIED 70 HORIZON74L 7RA11E MEMBERS SPACED A7 24" U.C., INS7ALL WITH LUNG DIM- ENSION 07 yyP, BRD, SHEE7 PERPENDICULAR 70 SPAN OF 7RAMIN9 MEMBER. SPACE NAILS A7 4" O.C. A7 S7RUC7URAL WALLS SHOWN ON ROOF TRAMING PLANS. 23. PR67ABRICA76D 7RUSSES SHALL B£ ASSEMBLED UNDER 7HE APPROVAL 07 .AND INDEPENDEN7 7ES7ING AGENCY PER LBC S7ANDARD 25.1739., 7HE MANU74C7URER SHALL BE APPROVED 7ABRICA70R, AS CURREN7Lyi LISTED By ICBU, 24. STUDS IN £X76RIOR WALL AND B£ARINy PAR7I7IONS MAY BE CU7 Oil! N07CHED NO MORE 7HAN ON£ FOLIR711 I7S WIDTH; AND S7UDS FOR NON-3£ARING WALLS, NO MORE 7HAN 7OUR-7EN78S 07 WID78, B0RED HOLES SHALL BE LI0I7ED 70 40% WID7H IN ANY S7UD, LOCA7ED 47 LEAS7 518" FROM EDGE OF S7UDS. 25. NAILING FOR DIAPHRAGMS MUS7 BE INSPEC7ED By A BUILDING INS- PEC70R PRIOR 70 BEING COVERED. 0 0 96NERAL S7iRUC7URAL N07ES. PINSON [3i2OWRS & ARROYO i I 26. 7RUSSES SHALL HAVE PROgRESSIVE EREC7ION AND P61RNANEN7 GROSS BRIDgIN9 R7 MAXIMUM ' IN7ERVALS OT 70ELVE-7EE7 OT SPAN TOiR LA761RAL Slli POR7 70 PREVEN71ON OT LA7ERAL DISPLACENEN7. NOTE 7HA7 CON7IN000S iRIINN612S CONNEC7IN9 70P AND /30770 ! CHORDS Of At7aRCEN7 7i2l1SSES, GALL ONLY j BE PER17177ED 0116RE GROSS BRACES OCCUR A7 EVERY FOUIR71171RUSS SPACE, S74R.7IN9 47 711E 7IRS7 ;OIS7 7RO17 711E GIALL. I 27. PROVIDE A CEiR7ITICA7E OT INSP6C7I0N OR A CER7I7IED � INSP6C7OiRS HAMMER MARK 70 711E BUILDING DEPAiR7MEN7 7OR I EAC11 9LU-LA17 Z3EAII USED ON 711E PRO;6C7. i I 28. SILL /SINS SHALL COMPLY 01711 A SPECI7IC ICBG REASEARCH APPROVAL AS AN AL76RNA76 70 , SILL BOL7S I PEiR SEC7I0N j 2907 .(e) [LBC, USE 114' DIA1767ER X 3" LONS PINS a3 32' O. C (MAX) SPACING 017/1 17/2' PENE7iRA7ION IN70 CONCiRE7E. � i . i I i I I i i i I i i i i I I I i i • • • • • EX7ERIOR ELEVATIONS (FRONT, R19H7, LE77) 114 SCE "L1 ' I i ' PINSON BR07116RS 8 ARROYO ' 1. i EXTERIOR STUCCO; X-71 MIAMI PEACH (BASE 100) ' 0/1" POWER WALL 2, I GARAGE DOOR, SCE CON7RAC7OR FOR SIZE, COLOR AND TYPE, i 3. 2"X6" 7AS. BOARD . (089 PADRE BROWN). j j 4. 3'-0"X6'-8" FRONT DOOR. 5. 12"X5'. -O" STATIONARY GLASS WINDOW 70 ENTRY ROOM. i I 6. 3'-0'X4'-0" SLIDING GLASS WINDOW 70 DINING ROOM. 7. 4'-0"X4'-0" SLIDING GLASS WINDOW 70 DINING ROOM. i 8. A WEEP SCREED SHALL [3E PROVIDED 47 7HE 7OUNDA7ION LINE ON ALL EX76RIOR STUD WALLS, SECTION 4706e CIBC, 9. SEE CONTRACTOR FOR FINAL DESIGN FOR VENT. i 10. 1"X6" LET -IN BRACE OR FETAL BRACE. 11. _ I 4' -0"X4' -O" SLIDING GLASS WINDOW 7O BED ROOMS. i •i 12. 2'-6"X6'-8" DOOR 7O GARAGE AREA. j 13. 4-X10- BEAD, SEE CON7RAC70R. 70R FINAL 7INIS111 ' PAINT OR COVET? W/S7LICC0, i 14. 72"X12" COLUMN COVER W/S7UCCO, 75. 5'-0"X6'-8" SLIDING GLASS DOOR 70 MAS76R BED ROOM. . i 76. FIRE PLACE. CHIMNEY 70 PROEC7 MIN. 2' ABOVE ANY PORTION O7 ROOF 0I7H A 70' RADIUS MEASURED ! HORIZONTALLY TABLE 37-3 CIBC. 17. 3' -0 "X3' -0" SLIDING .GLASS WINDOW 70 KI7CHEN AREA. 18. 3'-00X4'-0" SLIDING GLASS WINDOW 70 DINING ROOM. 19. i 3'-0"X4'-0" SLIDING GLASS WINDOW 70 DINING ROOM, 20. TILE, SEE CONTRACTOR FOR 7YPE 8 COLOR. j 21. SEE CON7RAC70R FOR FINAL SIZE 07 R007 RAT76RS 2"X6 "@24 "O. C OR 4'X6" R477ERS @ 24 "O. C. 22. 2'-6"X6'-8" DOOR 70 GARAGE AREA. I I 1 0 0 0 • J 11 • • 0 • • ELEC7RICAL PLAN N07ES. PINSON BR07KERS & ARROYO I 1. SEC CON7RAC70R FOR ALL ELEC7RICAL 1747ERIALS. 2. SEE CON7RAC70R FOR FINAL 200AMP POUER BOX LOCA7I0N. 3. N07ES FOR POUER BOX. SKOGI 9ROUNBING OF FAIN SERVICE 70 2077. UFER OR DRIVEN 9ROUND 4/I78 BOND COLD 047ER PIPING & GAS PIPING. ALSO BOND SUB -PANELS 70 GAS & IdA7ER PIPING. i SEC7ION 25-8, 87 NEC. 4. CONVENIENCE UCl7LE7S A MAX. OF 6 fi2UM OPENINGS AND 72 APAR7. UALL SPACE 2' OR MORE AND KI7CIZEN COUN7ER SPACE j 12" OR MORE REQUIRES AN OL17LE7. SEC7ION 210-52 NEC. i I i i I I i I • Certificate of Compliance: Residential (Page 1 of 2) CF-11 .J C> W t%J C A S 'r % (_c ,n — A 4 N S ON 8 R-n . b A, C? Q Q'4 3 19 P"JMTNO Daft MaoeRo 1 l.G oot w-TA. -- )l"JM Adar.m John H Hacker (619) 327-4565 • e Wln Aober Tdwbw Cr.i.d ay 1 Dsss Point SISystem 15 sw lbis yp or C 1 1 i.7aYe Z MfaAum" Un ody GENERAL INFORMATION No G A$ • Total Conditioned Floor Ata:1— Building Type: X Sinee Family Hotel/Motel (Check me or mote) it Wd.Famrly (less than 4::xies) Addidon Muni-Family (4 or mm smries) Existing-Plus-Addition Front Envy Orientatiow North /East / Soid All Orientations (ease am or mote) • Number of Dwelling Units: Floor Conwui don Type: Slab / Raised Floor (eade ow or both) Infiltration Control• tandjl& (eade me) Q pf ESSIp y BUILDING SHELL INSULATION o Q `t`EN R Y , ' ` ► Component Insulation LocadonXbmmems 1 Tye R-Value (attic. b tete. ty"ew•) 4614 m Wall ........ ...». R— 13 Frame Valls PIRES 3-31-93 n wall... Roof............ R— 38 Tveiral `fl, CIV11. # EOF Roof ............. CA E • Floor ............. Floor ............. Slab Edge..... 0 Typi ral GLAZING Shading Devices • Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (sf) ( gic, double) (roDablind, etc.) (ahak=ram enc.) (yesim) (inetal/wood) Front.... (W) 49 Double Roller Blinds None Yes Metal Front.... ( ) Single Left...... (N) 57 Double Roller Blinds None Yes Metal Left...... ( ) Single • Rear..... (E) u4.9 Double Roller Blinds None Yes Metal Single Right.... (5) U-7 Double Roller Blinds None Yes Ketal Fight .... ( ) Single _ Skylight..__ p --" Skylight._.. Douhle None No THERMAL MASS Type/Covering Area Thickness (slab/e:posed, tDe, sec.) (sf) furbes) L adoniDescripoon (iatchm batt, @a.) Slab/Exposed to-, a55 31" Kitchen/Bath/Entry • • • C: • U r;. • • SPECIAL FEATURESIREMARKS (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, Subchapter4. 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 tranmrit 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 Spatial Features/Remarks section. Designer Building Owner ` Name: Tttle/Fum: Address: --plow,111 "/'1,Maas Documentation Author Name: JOHN H. BACKER Title/Fum: JOHN B. BACKER S ASSOCIATES Address: 4501 E. SUNNY DUDES. SUITE PALM SPRINGS. CA 92264 Telephone: ) 32`7--4565` si natu (date) FT- p.,;t.!\.,..t tot: Name: TrtleJ urn: Address: Telephmte: giiature) (date: Enforcement Agency Name: Agency: Telephone: (signature or aamP) (d.tr; Certificate of Compliance: Residential (Page 2 of 2) CF-1R yONN C'Astt 3 1g)gn Project TWa Date HVAC SYSTEMS Mutimtun Duct Type Offna n. air Efficiency Location Duct Output Manufacturer /Model # ewAitimm. bee pomp) (SE. SEER.HSPF) (aunt, eoe.) R -Value (Btuh) (or approved equal) FURNACE --t cZL. ATTIC 2.5 -15, o oQ PS O P 5 g s HJ D koo or AIR CO D. Cl 5 ATTIC 2.5 Maximum Furnace Heating Output zs ,Sq3- Btuh • HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas. etc.) Capacity (or approved equal) Special Feature(s) STB GAB-. 50 GAL OR LESS. APPROVED MODEL 6EIH.W.R. • C: • U r;. • • SPECIAL FEATURESIREMARKS (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, Subchapter4. 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 tranmrit 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 Spatial Features/Remarks section. Designer Building Owner ` Name: Tttle/Fum: Address: --plow,111 "/'1,Maas Documentation Author Name: JOHN H. BACKER Title/Fum: JOHN B. BACKER S ASSOCIATES Address: 4501 E. SUNNY DUDES. SUITE PALM SPRINGS. CA 92264 Telephone: ) 32`7--4565` si natu (date) FT- p.,;t.!\.,..t tot: Name: TrtleJ urn: Address: Telephmte: giiature) (date: Enforcement Agency Name: Agency: Telephone: (signature or aamP) (d.tr; • • Mandatory Measures Checklist: Residential MF -IR NOTE: Lowrise residential buildings abject to the Standards must contain these measures regardless of the compiimm approach used. Items marked with an asterisk (•) may be superseded by mom stringent compliance mquuentents listed on the Certificate of Compliance. When this checldist is incorporated into the permit document% the features noted shall be considered by all parties a binding minimum component performance specifications for the mandatory measures whether they ars shown elsewhere is the documents or on this checklist only. DBSCRI MON Building Envelope Measures • 12.5352(&): Minimum edling insulation R-19 wWghtad aveatge. 42-5352(b): Lowe fill inalation manufacturer's labeled R-V&W& • 12-5352(c): Minimum waU insulatim in flamed walls R-11 weighted average (does not apply to exterior mass waW). 12.5352(k): Slab edge insulation - water absorption now greater than 0.3%. wow vapor transmission rate no greater than 2.0 petmiinch. 12.5311: Insulation specified or installed mored CaWa nis Energy CommiWan (CECT qu ty standards. indicate type and farm. 12-5352(rr. Vapor barriers mandatoryin Clkn ow zanes Hand 16 ody. 12.5317: Wiltratioetlgxfilsation Consols L Doors and windows between conditioned and aworAtioned sprees designed to limit air leakage. b. Doors and windows certified. a Doors and windows w►eethwarippat A joints and penetrations caullmd and seakd. 42-5335 Special infiltration barrier installed to comply with 12-5351 meets CEC qt, &Hq stan 42-5352(d): Installation of Fueplaoes 1. Masonry and factory -built tueplaees have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and conard 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Meaatsraa 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach alculatioru. 12-5352(h) and 2-5315: Setback dw m we on all applicable beating systems. • f2 -5316(a):' Duda constructed. installed and insulated per Chapter 10.1976 UMC. $2-5316(b): Exhaust systema have damper consols. 42.5314(c): Gas -rued space hating equ4mvj t has 'inu mh mt ignition devices. 12.5314: HVAC equipme% water heaters, shows rheads and faucets owtified by the CPC. g2-53520: Water heats insulation blanket (R-12 or greater) or combined interior*zgerw insulation (R-16 or greaser); recess 5 feet of pipes closest to tank insulated (R-3 or greater). 42-5312(Exception I): Ape insulation an steam and stem condensate return A recinatlsting piping. 12-5318(d): Swimming Pool heating 1. System has: L OrvoQ switch on hater. b. Weadwproof insauW n plata an haler. c. Plumbed n allow for solar. 2. 75 percent dx=W efficiency. 3. Pool cover. 4. Time clock. 5. Directional wales inlet. Lighting and Appliance Meaatt ras 52-5352(1): Lighting - 25 WmenNwatt or greater for general L'ghdq 1n kitcheru and bathrooms. ;2-5314(c): Gas rued app4ances Bopped with instrmicant ignition devices. 12-5314(a): Refrigeraums, refrigerator-[reexers, frocze s recd fluoresca d lamp ballasts certified by the CEC. indicam malt and model number. Pam Riau/ D.cmmia I M DESIGNER I PNPORLMMEN'r I N//4 I 0 "T I T L m--4- SNE= RGY CA L- (--U L AT I ON A RSA . 1 a; JOHN H. HACKER, CIVIL ENGINEER, PALM SPRINGS 32-27-4565 NAME ------- JOHN CASTILLO ADDRESS ---- MADERO LA QUINTA DATE ------- 3/8/90 MANUAL J FOR HEATING AND COOLING LOSSES AREA BLDG 1700 SQ. FT. PERIMETER 188.888' LIN. FT. INSULATION R VALUES .FLOOR 0 ..CEILING 38 ..WALL 13 ..DUCT 4.'2 AREA NORTH WINDOWS 57 SQ.FT. PERCENT OF AREA 3.352941 AREA EAST WINDOWS 64.8 SQ.FT. PERCENT OF AREA 3.811765 AREA SOUTH WINDOWS 67 SO.FT. PERCENT OF AREA 3.`341177 AREA WEST WINDOWS 49 SQ.FT. PERCENT OF AREA 2.882353 AREA SKYLIGHTS 6 SQ.FT. PERCENT OF AREA .35.3412 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 INTERIOR THERMAL MASS AREA = 255 SQ 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 BTU WALL LOSSES.... 27222.51 BTU INFILTRATION LOSSES... 7538.E3 -BTU TOTAL HEAT LOSSES BTU/HR.. 995.12 GAS FURNANCE SIZE 53893.66 PTU OR 45,000 BTU COOLING LOSSES FOOTING LOSSES... 2820.741 BTU CEILING LOSSES... 1721.519 BTU WINDOW LOSSES... 14991 BTU. WALL LOSSES.... 3507.065 BTU INFILTRATION LOSSES... 3::64 BTU NO. OF PEOPLE... 5 COOLING LOSSES... 2000 KITCHEN... 1500 BTU DUCT LOSSES INCLUDED IN TOTAL TOTAL COOLING LOSSES(SENS) 36332.33 BTU 9 TOTAL POINTS $ + ;Z- 0 - 0 0 POINT SYSTEM SUMMARY:CLIMATE ZONE 15 P -2R PROJECT TITLE=JOHN CASTILLO DATE=3/8/90 0 JOB SITE=MADERO LA OUINTA BUILDING DATA CONDITIONED FLOOR AREA- 1700 NUMBER OF STORIES= 1 SLAB/RAISED FLOOR SLAB 0 TOTAL GLASS AREA 243.8 SO.FT %.GLASS 10.98824 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 0 SCORE CARD MEASURES POINT SCORES !.CEILING INSU. 38 2.WALL INSU. 13 -5 3.RAISED FLOOR INSU 0 0 • 4. SLAB EDGE INSU 0 .0 S.INFILTRATION STANDARD 0 6.GLASS HEAT LOSS DUAL PANE U= .65 2 SUM 1-6= (-3 ) 7.SHADING (SHADE OPEN) GLASS AREA SC= .6776 A. NORTH 3.352941 X .6776 = 2.271953 0 57 B. EAST 3.811765 X .677E = 2.582852 -1 64.8 D. SOUTH 3.941177 X .6776 = 2.670541 0 67 E. WEST 2.8823353 X .6776 = 1.953082 i 49 H. S P::Y L I GHT .352294122 X .77 = .2717647 0 6 8. SHADING (SHADE CLOSED) % GLASS SCx .2552 A. NORTH 3.352941 X .2552 = .8556706 0 3.352941 B. EAST 3.811765 X .2552 _ .9727624 1 3.811765 C. SOUTH 3.941177 X .2552 = 1.005788 2 3.941177 D. WEST 2.882353 X .2552 _ .7355765 4 2.882353 E. SK:YL IGHT .35229412 X .77 = .2717647 0 .352'3412* 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= .5.304001 0 12.COOLING SYSTEM 9.5 SEER X.81= 7.695 7 13 WATER HEATING S.G. SEI H.W.R. TOTAL POINTS $ + ;Z- 0 - 0 0 TRUSS DIVISION 111 AU WMBER.Co,1 ••Lurrberrrrer, e.rsa4" oH 83-49O.Ir Bvlevard Indio California 92:261014347-9754 HOUSTON TRUSS INDIO, CA IGTJ U.B.C. STANDARD 25-17 ® SECT. 25.1738839 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INC. Nul.•: Vcul blorlt.t n.:.y h.• I'mittt•11 R -2.4x4.5 where nn rrot is rt•gau'.•d HOUSTON TRUSS IND10. GA T U.B.G. STANDARD 29-17 © SECT. 25.1738&39 NER-275 QUALITY AUDITED BY TIMBER PRODUCTS INSPECTION, INCL R-. 8x3 or equal x ' 1 p' N 1LI n- 8-2.4 4.5 Culuul fnr 2c4 lata flat Cutout for 2x4 laid flal (simcine prr 6ni1•Ii..R I anal INA :..Id -nn unh 1 lunli at !Y•...... r: •. 6n.61rr1 l)n In•1 Cnt.atls '•t►ff scald•• t'..I..n•+ . 1..•1:..1- 1•:n• 2,4 0ull.w)k.•1.6 i 2-16d na • 1►FS11;%` F011111 I('41. GAIII.1% E!KU TItI'SS (;AIIL.F: F.NI) TIWSS 9 Ju I.,,,R-2.4x4.5 po' 7- 19,1 nnilA CA11.- Find lira. me Plate Line ALL LUMBER TO BE: STANDARD GRADE ITEM -FIR OR BETTER IMA -1. Cc .(CTG.S . A S.Y.. d r . 0—v» w• .t •..• t. w.a dw r.d N .. }. v -+W •• ft . VKM NOC.n L.xL v rurg IN -C-CLvv File No. CE - 1 )s:taslae. .ssi.4.•r7i •.....r•.L...r•...-w T......•..•r•.•..rld.•.L-'.tr•t.p....MW. lV...L.: wM.....,.,.•.t.•.o..r a..10••P••F.-.. ii oMb SYSTEMSDate: 12/1/74 I..wml ..e b, ,, . w .o r.• • .. ". W. 3r e•o 1..•...ro...er. r W. IV' a w.e.+..•.......-r.r.•.ceal Rcf•R-5-25-1 Dea.By:M Ck.By:4n-1"OCwb,W.W.n...o.w..lmom...e...nM•.Mw....e....s..ro.a.,..yrr.......•..s..to.. nOde tOn.panyo•K.aw•..(.•ti.w.m+oa..wv(.n.ao. ✓..r.•ww•.w• .O MK M.P M•.. M I r O 1 . • ,(7 7 V.I W.M THE AC /ROD ON Upl M6ER Co. ~iQLY IJI:If illi IF'f_' fL ,t .1 VO T'r I' Q1 YAtIV G17tWYG1LL kndio Wofftill 9=1461S)'347-9754 0 wr-t NAFTF4 s::n .inI T rP&KS ,.Phr,Fn ;1c -nn" TRUSS DMSION THE AC NOUS%OH LUMBtR Co. _ "Lmbarmen Wwo 1884" OF 'tt =t I;F_._ 1.R 1.4 l l)50 fi.•-1"----'•7: - IrKBo Callon -da 92201/(619) 357-9754 I.1►IIIr: r; CRIIE411: ---- -•--------•---------T-31 - -- •'7:10" .._ -- R -1:6x3------_-- - _ -_- c= 1.25 _(FOR CEILING JOIST RF=1.O, C51=1 -0) 1.7 1. 1.Fd.ItF.s- 0' 7' 3" 7' ---- - --- - - 9' 5" .. . '• '• any Pitch (see chart) 7 3" OL>=,5"LL 1.5 I " S•+•L'4 5" CEILINr,_J IST ___- _,_• _.. __._ -_- _ ____SLOPES<a:12-_SLUPF.S>=c:12__.___ALL.SLOPES.:_ --_..--- - - - ----- = nEF n=LL W=LL >.=IL+K•DL ::t=LL T-32, i _ nEF<=L/P.40 DEF<=L/1110 OFF,=L/180 UFF<=L/240 R -1.6x3: _-.--•---- ti. --S i -'y: )X4, 5=3.0E . 1= 5.39 _ - 'L -a n • S„ 2Xt•, 5=7.56). 1=20.797 ,Xs STIILIOF 1.5 F A n 6' h" 5' 9" 5` 5" 7' 2• I- _-_____• _-- • -, _ _. .- - - uiFTEa ------------- 3" RaFTER CEILING see chart for ma _imu n sp s and 1.5 t`1) SLOPEcc:12 ,r SLOPE>=4:'12 JOIST respective lumber .grades --'-" L'IvF. LP:n 2a.c%SF 20 CPSF 2C. 0P SF 1h.AP5F 1h.nWiF• 16.0PSF 10.0PSP 2x4 stud %.-,th T-31, R -1.6x3 15.nvsF 2n,CYSF 7.GPSF 1C.OP5F ..19.OPSF S.OPSF (no: rceu:red if tcp chord sappc::ed) TC+1=L L ;tp =___> 2:I.iPSF 3ti.raSF_-4O.i PSf 35.OPSF - - IS.nPSF ---- - - -- _._------._._...._ _,...._---• __23.n?SF-:t0.rlPsF a plates sized for hzndhng only ^_.^•d may be IiIZ% rPLI)E E FA • 2 nq n' t" 7' S. 7' 1" 9 / 6" 7' l n" 7' 5" _ In; 3" replaced with any equal fastener OF 'tt =t I;F_._ 1.R 1.4 l l)50 fi.•-1"----'•7: - --- Sn - 7: iw- - - •cj: 1" - -- •'7:10" 7! 5" I;F 1.7 P -5n ! ' 0' 7' 3" 7' n" 9' 5" 7` an 7 3" !:a can nF 1.5 105) 7' 5" '+` F" b' 2" 8' 2' • 7' 2"_6'_d" !X=' -=3-I: F•• 1.ti '09 •---•'h. ti. --S i -'y: S.-.5" 7'--2N 6; S„ 5i ,Xs STIILIOF 1.5 F A n 6' h" 5' 9" 5` 5" 7' 2• b' 3" 5; 9" !xs STu (.F 1.5 t`1) 51 7• • 5' o" 40 n" 6' --yi-_3" 2• 5• 7,-qw 5" 5•-0"_ i Dw :>C $$ tF 1.5 lh5n- 7.-Fw--7i--0„---6i Fr '>= =1 ►F 1.5 Icon T' $• 7' 0" 6' E' 9i 1" 7' 4„ 7• On Nc HF 1.0 1150 7' h' h'10" 6' h" B' 7" 7' 2" -6!10 'r.= Ct ri'HF 1.2 ' 5-....r.' 1"_ 5'll"---5 -6 w' -7i-3w R:-0"- S•ilw ?): c3 h5) 51111" 5' 3" 4`11" hi 5" 5' 9" 5' 3" "Xc %Tt:LIIIF 1.2 $,%1) 5'10 S' 3' .4111" b' S" - 5' - S" - Si 3" Xc "STU HF 1.2 LVi 5' 0w .._.. 4i -6n-- 4.-2w=--- S,-Sn' 4.10"._ q;._6"- 2r.h ss OF I IAnn 12` 0" ll' R" I1 2" 15' 2" 12' 3" _11'_8" 2X5 -:f I* OF 1.4 15') 12• S"..__ 11 .h" _-I1'_PN ----151 ?" 11' 3"_ 11' AN lis C2 nF 1.7 12S-3 12' h" 11' S" 1n' 8" 14' 0" 17. n" 11' S" 7 •i' A" P' 8" A• 1" 11)' A. _ ..9; 'nB` $w .ta $iUUnF l.5 725 9• t"--- F; pw - 11. 1"- ----- 10,•..11w- 9' rN 11„ NF I.5 Icnn 12' n" I1' 0" 10' 6" lc' 3". 11 7'• 11' 0' t:F 1 1200 12' 0" 11' O" 1 n' S" 1 -3 9" 11 7" 11 ! n" .5 In' 2" ... 9 6N - ---- 12. 7w'---'ll.'0n...__ IOt 2" 2Xi, =3 Y. r' 1.), 515 4' F' 7' ')" 7' 3• 0' h" A' u" 7. 9" 1Tu0 1 2 575 a F." 7` 9" 7' 3" 'l' S` F' rI"-_._7 ,9. -_ 7' 5" 7' 5" 6' 5" 1 A'10" - 7' 6" - -- ----- . : 1 p -.- 14' b" ' 11' 0" 1t' n" HDU oN 11010. 1 _-- - -- - ---- ---...----- -- --- -- - ••--- -DAAD 25-17 . T Y U.B•C STANSEC173s&3* T• 25_ -------- --- -- _ - NER UI)jT U, BY QUALITY p cCT10N, INC• _ TIMBER PRQpUGTS i E.) v:•tl=:tLE (1/1) C51=1.25 F/22-/77 Lt. 0EF=L/2c'n,L/Ix0 tA _c . .... ......... ROY G. PALMRR Rivcrsidc, Cali{, 92507 TnnineCr 585 .IOWA AVCi1UC n,rn ^ -•nG - ?9 J.,N. o u- ` 1 • • O SV ct N ,. CIA lL I i• Cl 44 qui W> ''• ': i11' Q r 0 jN Zr O U. 0H OK Q •? ' 111 .,' ;:a • ; I; '' " x I V — •-- - \ L .. ail 1•- • ', may' • J l V . • \.•111 `J J.,N. ct N 1 lL I i• .J ' •? ' 111 .,' ;:a • ; I; '' " x !-- _...- — •-- - L .. ail DESIGN LOAD TOP LL= 16.0 PSF TOP DLII 14.0 PSF BOT LLII 0.0 PSF BOT DLII 10.0 PSF* *5PSF REDUCTION TAKEN IN AXIAL STRESS ONLY OUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C . ANDARD LOAD JT L S SECTION PSF NONE NONE JT REACT MIN BRG" 5 78n0. 3.50" In MBR LEN FORCE MBR LEN FORCE MBR FORCE MBR FORCE MBR FORCE LUMBER SOLUTION 1- 2 5.21 -1691 5- 6 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 k1, 3- 4 5.17 -1163 BOT 2X4 OF -L N1, 4- 5 5.21 -1891 WEB 2X4 OF -L N3, 3 4X8 13 A Jn.O 6 0/A SPAN 22— 3— 8 (FT. INCHES, 16THS) SCALE= 0.250/1.0 REC CHB= 0.27" AT 8 I HANDL ING AND E A ECTION era^ding and Elect -on are not the respnnsibil-ty of the designer . m. n4ri manufaC.lw.r Trusses are to be handled with particular care during banding and/o'bundtmg delivery and installation to avoid damage Temporary snd Dermanenl bracing Illi holding trusses in a .Ir atgnl and plumb position. and for sell Sting lateral tortes snail be des,gred and installed by athets .Careful handing is essential and erection bracing is always reoutted Normal precautionary action for trusses reouttes such temporary bracing awing ins lavation between trusses to avoid looping and domino.ng •Ti phe supervision Of elect 9n of trusses shall be under the control sersons experienced in Ine installation of trusses Proles- onal adv.ce ishan be sought it needed -Concentration of cons tiucllon loads greater than the design beds sha 11 not be spoi.d to Trusses at any time. -NO loads olh.r (nen In e weight of the erectors shall be applied DESIGN INFORMATION Design meets with the latestrevision ol: National Design Speci. fication For Suess Grade lumber and Its Fasten,y of Ine Nacional Forest Products Association; and Design Specifica- lions lot light Metal Plate Connected Wood Trusses. of Ine Truss Plate Institute (TPI(. NOTE (.Connector plates shall be located on both faces of the truss with nails ptooerly imbedded and shall be symmetrical about the joinl unless Otherwise shown. i.All bracing and election recommendations are to be followed in accordance with bracing of wood trusses BW T 76 of TPI. 3. If an Individual trussed unit requires more Shan one truss. trusses shall be fabricated as a separate unit. then nailed or boned together as noted. a,The design assumes compre salon chords (too or bottom) are continuously braced by shealhing Where bottom chords in .tension are not fully braced by a properly apolied rigid ceding. MATERIALS AND FABRICATION -Plates shall notbe ins jailed over knots. knoinoles or Ostorted grain Members Snail be cut tot tight filling wood to wood bearing .Plate centerlines and pint centerlines shall coincide except as otherwise Shown. Doubt cuts on web members shall meet at the centerlines of (new .ss unless otherwise Shown •All m .lerials are in accordance with [he applicable section on materials OI the TPI Design Specdicalions •Fastener sites shown are actual manufactured sites and may need to be increased in site lot certain handling andror erec- "on procedures .0 amber as shown on tnis drawing is that recommended for normal conditions of loading and labr,cat.on. Camber may be revised at the option of the fabricator or architect DATE 8/15/89 JOB ID GAL2BC SHEET OF 5 ,XN Flo. 3t14 ESP TRUSS DMSION Acc. HOUSTON wmllld!R: C. ".trmbe :nen Since 1884" &_,93 In :lio Souisva:d IndoS Caf Torr a Q22011(EW) :47-9754 LUMBER SHALL BE O: . IMUM GRADE A SPECIES .UN INu..___.--_--- CHGtiD SEL. STR NO. 1 NO. 2 CONST. SEL STR. NO. I NO. 2 CONST. 24001 2t001 S12E DOUG FIR NO. FIR DOUG. FIR DOUG. FIR HEM -FIR HEM HEM -FIR NEM -FIR MRS MSR x x TOP CHORD 2x0 x X BOTTOM CHO. "A Ir x f81-0'1 1 R-4.8 x 7.5 I R-5.6 x 7.5 YI 2x4 12 4 or higher 6^ 2" 2 R-2.4 x 9 R-1.6 x 3 1/4" 1/4" SPLICE R-4.8 x 6 NO SPLICE R-2.4 x 4.5 Symmetrical About Centerline FILENO: BH - 20 - 4 - 33• 11 DATE: 7/4/76 REF.: S-25-1 DES. BY: NR CK. BY: i 165p 145p MSR MSR i GENERAL NOTES: turdess omerwrse specmedl Ipp 1. Inslanation is entirety the responslbr6ly Of Inn respective contractor. MSR 2. Aa bracing• temporary and permane'fl. to resist lateral forces to be designed and provided by others. 3. Design assumes -dry condition of use in noncorrosive environment. 4. Design assumes lateral bracing at 3-oc top chord. 12'oc bonom chord. S. Design assumes Iu$ bearing at supports. Snim or wedge it necessary. 6. Camber truss to Ln20 between suppons. 7. Adequate drainage is assumed. B. 10 continuous lateral bracing required wheresnow, W." snow.• 9. Impact bridging at lateral bracing recommended where shown.' 8H-20-q-33 .MII 1 DATES 7/4/76 OVERALL SPAN OF 201 B' SPACED 24.0' O.C. LOADING LL*OL ON ROOF s 23.00 PSF OL ON CEILING s 5.00 PSF TOTAL OLSIGN LOAD s 26.00 PSF LOAD DURATION INCREASE s 1,.2S TRUSS MEMBER FORCES HIP at SET BACK 8'0' REACTION= 1293 .................. T 1 -3299 B 1 3llu II l 162 M 3 162 T 2 -3130 B 2 3130 T 3 -3299 B S 3130 OCn CAMBER TO L/1000 r. d prim. W..h 20 ara 10 W rr par.ant.d 1nM MM W re O•Np.v.d a• lab.•: PCTs wpCATE SRE OF PLATE W IMCNEi TRUSMAL CONNECTOR$ I R•S./r M."20(-4 -1 .4.-T7:$I.M p.x,.12'•. 41-" Twrr, ri 4dr rIN" Mr.ro..2s-tic Ndn r. irw LUNaEII: SJWdmrrrurnyW $+Mo..,•w.d.Im.Vu F. —1 1L Iv.OcaNd by W.A. -A-), 10 WT p. NI.. 10". 32' " T..m we p✓.CW a IN, M. H 33"..73" 0 c IION. Y. N W. b Yp•N1rr.0.M. N. F. i. v.d..d.1 RNaplal. 1+•0ta1.0 q p/.44 -furl: q a Ip.O.r R-5000 (pv W .Al "WV Ti- CO.d r1..T .nt nyH orr.0.d. Hi..n. -G iacain 1s 9. •lac1 yW N arn•rs ar. 20 p.. POS1T1ONwG:pw.•awabcawon pgnra[ndwuarC dxaaww.c.nww•m.00.. mpr.cMMnalAwOu.rrrror.a 1FO MK d.sOn .aly.y ... I.C.B O. RR.140T 3677 o r° •fro t o_ co OA.O `L 'pC.1E 116016 ^„ sco- 'i pa CO ram erre ' oC I. C4.gO ,.orlMw.rr ♦ d"' GI 8 IO7n L TY101L e Ora •..ml. T MTE a signode company i LUMBER SHALL BE O: . IMUM GRADE A SPECIES .UN INu..___.--_--- CHGtiD SEL. STR NO. 1 NO. 2 CONST. SEL STR. NO. I NO. 2 CONST. 24001 2t001 S12E DOUG FIR NO. FIR DOUG. FIR DOUG. FIR HEM -FIR HEM HEM -FIR NEM -FIR MRS MSR x x TOP CHORD 2x0 x X BOTTOM CHO. "A Ir x f81-0'1 1 R-4.8 x 7.5 I R-5.6 x 7.5 YI 2x4 12 4 or higher 6^ 2" 2 R-2.4 x 9 R-1.6 x 3 1/4" 1/4" SPLICE R-4.8 x 6 NO SPLICE R-2.4 x 4.5 Symmetrical About Centerline FILENO: BH - 20 - 4 - 33• 11 DATE: 7/4/76 REF.: S-25-1 DES. BY: NR CK. BY: i 165p 145p MSR MSR i GENERAL NOTES: turdess omerwrse specmedl Ipp 1. Inslanation is entirety the responslbr6ly Of Inn respective contractor. MSR 2. Aa bracing• temporary and permane'fl. to resist lateral forces to be designed and provided by others. 3. Design assumes -dry condition of use in noncorrosive environment. 4. Design assumes lateral bracing at 3-oc top chord. 12'oc bonom chord. S. Design assumes Iu$ bearing at supports. Snim or wedge it necessary. 6. Camber truss to Ln20 between suppons. 7. Adequate drainage is assumed. B. 10 continuous lateral bracing required wheresnow, W." snow.• 9. Impact bridging at lateral bracing recommended where shown.' 8H-20-q-33 .MII 1 DATES 7/4/76 OVERALL SPAN OF 201 B' SPACED 24.0' O.C. LOADING LL*OL ON ROOF s 23.00 PSF OL ON CEILING s 5.00 PSF TOTAL OLSIGN LOAD s 26.00 PSF LOAD DURATION INCREASE s 1,.2S TRUSS MEMBER FORCES HIP at SET BACK 8'0' REACTION= 1293 .................. T 1 -3299 B 1 3llu II l 162 M 3 162 T 2 -3130 B 2 3130 T 3 -3299 B S 3130 OCn CAMBER TO L/1000 r. d prim. W..h 20 ara 10 W rr par.ant.d 1nM MM W re O•Np.v.d a• lab.•: PCTs wpCATE SRE OF PLATE W IMCNEi TRUSMAL CONNECTOR$ I R•S./r M."20(-4 -1 .4.-T7:$I.M p.x,.12'•. 41-" Twrr, ri 4dr rIN" Mr.ro..2s-tic Ndn r. irw LUNaEII: SJWdmrrrurnyW $+Mo..,•w.d.Im.Vu F. —1 1L Iv.OcaNd by W.A. -A-), 10 WT p. NI.. 10". 32' " T..m we p✓.CW a IN, M. H 33"..73" 0 c IION. Y. N W. b Yp•N1rr.0.M. N. F. i. v.d..d.1 RNaplal. 1+•0ta1.0 q p/.44 -furl: q a Ip.O.r R-5000 (pv W .Al "WV Ti- CO.d r1..T .nt nyH orr.0.d. Hi..n. -G iacain 1s 9. •lac1 yW N arn•rs ar. 20 p.. POS1T1ONwG:pw.•awabcawon pgnra[ndwuarC dxaaww.c.nww•m.00.. mpr.cMMnalAwOu.rrrror.a 1FO MK d.sOn .aly.y ... I.C.B O. RR.140T 3677 o r° •fro t o_ co OA.O `L 'pC.1E 116016 ^„ sco- 'i pa CO ram erre ' oC I. C4.gO ,.orlMw.rr ♦ d"' GI 8 IO7n L TY101L e Ora •..ml. T MTE a signode company I EXTENDED JACK TOP CHORDS PER ENGINEERING • EXTENDED JACK TOP CHORD SPECIFICAT-16NS 0 0 0 ROOF JACK • tld 23 12U tltl J V STD.7RUSSES HIP TRUSSES q ' 1 I, "P, b!EA:EER a3 SECTION B•B SECTION A -A • c 1. s f,COMMONTRUSS RIDGECOMMON • ,TRUSSES SHAPED — 1 / BLOCK CROSS BLOCK. HIP RAFTER PORTION OF EXTENDED TOP CHORD Ed A A HI? RAFTER —El — HIP RAFTER 13 C ----" —__ PLAN ❑ 82 SHAPED BLOCK . ❑ HIP 11 (DBL. MEMBER CROSS BLOCK SHOWN) N EXTENDED BOTTOM CHORD — OF JACKS r SECTION C -C LL ALTERNATE FRAMING - ui a RAFT EPt.IEET co AT COMMON TRUSS 0r 10NOT to - Q • . II IL II i RUSWAL ' HIP FRAMIiVG SYSTEM I ROOFJACKS ® PLAN B PLE NO: Hit FRAMING DETAILS MBY: TYPICAL HIP FRAMING DETAILS ____ ' —" -" tp ^ ©`I, •il JTi+i1 S -- REF s""'" REF j I DES. BY: 1N 'VON.ry sr M1••S C0:7c :ON yG•10 f CO•+ ••• THE AaC. M.jL ON WKER CO 'Ytpnbameg 9r s 1884" _ ' 4801tid1 8 iitftvard. • tn io CE cforn'. 82201/(619) :4T--9754 ' 0 • • 0 i TYPE' 800 GIRDER LUMBER REQUIREMENTS •• MAXIMUM TIE-IN SPAN TABLES TRUSS TYPE 800, 4.00/12 SLOPE. GIRDER TRUSS DESIFNED ACCORDING TO TPI -74 AND 1973 NDS 4U.0 PSF TOTAL UNEEf1RN LOAD TCLL • 20.0 TOOL • 10.0 BCLL • 0.0 BCDL - 10.0 SPACING - 241N. O.C. ALLnWASLE STRESS INCREASE - 1.23 PUTT CUT • 0.25 IN. 1-30-78 2 1 6 top CHORD, 2 A 6 BOTTOM CHORD 2 1 6 TOP CHORD, 2 1 8 807100 CHORD ` No 1 S DRY/GRN DOUG FIR NO 1 S DRY/GRN DOUG FIR GIRDER GIRDER SPAN 1 -PLY 1.$CAB 2 -PLY ?•SCAB 3 -PLY 3•SCAS 4 -PLY :PAN 1-111 1.11A9 2 -PLY 2.SCAB 3 -PLY 34SCAB L -PLY 12 22-01 2S-06 4S-06 5U-00 SO -00 Sn-00 SO -00 12 t4 11 -JO 23-01 36-05 43-04 SO -JJ 50-00 50-00 14 22-U4 27-09 46-01 50-00 50-00 SO -UO Sn-00 16 14-V3 19-J2 2v-10 35-11 45 -OS SU -00 50-00 16 18-05 23-33 3A-04 44-04 Sn-0o 50-03 50-30 16 11-14 16-03 25 -JO 30-04 St -02 43-11 SO -00 1t 15-07 19-10 31-06 37-11 49-05 SC -00 S1-03 20 9-11 13-10 21-01 25-11 32-03 37-06 43-05 ?0 13-03 17-02 27-11 32-10 42-07 4a-00 50-)0 ?2 6-U5 11-11 18-00 22-04 27-07 32-03 37-02 22 11-06 15-01 24-04 28=10 37-02 42-01 50-33 4 7-02 10-05 15-06 19 -OS 23-10 28-00 3? -01 24 10-00 13.04 21-05 25-06 32-G9 •37-03 44-01 20 6-G2 7-J1 13-06 17-00 20-09 24-0? 28-01 26 8-13 11-11 19-00 22-09 79-01 33-03 39-03 2e 6-00 11-10 15-01 18-03 21-09 24-08 28 7-09 10-07 16-10 20-05 25-11 29-09 35-0) SU 7-02 10-05 13-05 16-02 19-04 21-11 30 6-11 9-06 15-00 18-04 23-02 26-09 31-04 32 6-05 9-03 12-00 14-05 17-04 19-07 32 6-02 6-07 13-06 16-07 20-10 24-02 ZS -02 34 8-03 10-10 12-11 1S -on 17-07 34 7-10 12-02 15-01 18-10 22-00 25-36 36 7-05 9-09 11-05 14-02 15-10 36 7-01 11-00 13-09 17-01 20-01 23-03 JA 6-05 6-10 10-06 12-10 14-05 38 6-06 10-00 12-07 1S -C7 18-04 21-02 40 6-01 d-01 9-07 11-09 I.-01 40 9-02 11-07 14-04 16-11 19-^,5 42 7-05 8-09 10-09 1Z-00 42 S -OS 10-08 13-02 15-0? 17-11 44 6-09 A-00 9-11 11-00 44 7-08 9-10 12-01 14-05 16-06 46 6-03 7-04 9-01 10-01 46 7-01 9-01 11-02 13-04 T5-)3 46 6-09 8-05 9-04 48 6-07 8-06 10-04 12-05 14-^Z Sy 6-03 7-n9 A-07 50 6-01 7-10 9-07 11-07 13-02 PAT. TIE•IN SPAN 'Cf 1 -PLY DUE TO eEAAING -4C.1 OC -U6 FIR 2 1 6 TOP CHORD, 2 110 BOTTOM CHORD GIRDER (4C.G PSe It AT 1.25) NO 1 S DRY/GRN DOUG FIR SPAR 21 4 PLT 7T 6 PLY 27 d •tT 711C FLT 2112 FLT GIRDER •--•-•----•-------------------------------------------'- SPAN 1 -PLY 1.SCA8 2 -PLY 2.SCAB 3 -PLT 1.SCA9 4 -PLY 14 17.10 26• t 35- S 43- 9 Se- L 14 25-00 29-06 50-00 50-00 59-00 50-00 50-00 it 13- S 2u- 1 27- 1 35- 1 43- 2 16 20-11 24-1U 43-05 48-06 50-73 50-00 50-00 27 1D- • 16- 1 21-10 2•- 4 34-11 16 I? -U9 21-04 37-01 41-09 50-00 50-00 50-00 26 . 8 - 3 1E- 2 23- 6 29- 3 ?u 15-04 18-07 3Z -n3 36-05 49-J1 5J-00 50-00 3y 7- 3 1.- ! - S 2f.- 3 25- 22 1S -OS 16-05 28-04 32-32 (. 02 467 05 SO -00 34 6- 2 9- E 13- S 17- E 2t -I• 24 11-10 14-07 25-01 25-08 3A-05 42-04 SO -00 3e S- 4 9- S IT- 9 •5- 7 to- 5 16 10-U$ 15-01 22-05 2S-09 34-05 3b-01 46-04 42 4- 7 7. 5 10- 6 13-11 17- 4 26 7-0 11-tu 20-02 23-04 31-03 34-06 41-10 46 4- 1 6- 6 4- S 17- 6 TS- 6 3u 9-05 13-U9 15-04 21-33 ZA-32 51-05 3• -no Sy 3- 7 5-11 •- 6 11- 4 -- 3 32 7-J7 9-09 16-4718 19-05 25-04 29-39 34-09 !4 6-11 6-T1 15-03 17-10 23-y7 26-05 31-10 a6 6-U4 !-03 14-00 16-06 21-05 24+05 29-04 NOTES: 36 7-07 12-10 15-02 19-11 22-06 27-00 {• MAX. TIF -IN SPAN FOR l PLY FROM TABLE BY ENTERING 4u 7 -of) 11-09 14-01 18-04 2U-10 24-11 oFINDiRv GIRDER SPAN AND BEARING PLATE SIZE. 42 S -OS 10-10 13-00 17-00 11-04 23-Ui 44 6 -GO 10-U1 12-01 15-09 1N-00 21-U5 2. TAKE THE NUMBER Of BOTTOM CHCRO PLIES PLUS BOTTOM CHORD 46 9-04 11-04 14-06 16-10 1V -II SCAB, IF ANY, TIMES ThE I -PLY MAX. TIE-IN SPAN TO FIND . 4P 6-08 10-07 13-0 15-09 1.4-07 ALLOWABLE TIE-IN SPAN DUE TO BEARING. SV 8-01 9-11 11-09 14-69 17-05 J. IF ABOVE TIE-IN SPAN WIDTH. IS OEFICIENT, INCREASE THE BEARING WEBS ARE TO BE 2X o STAND ORY/GRN DOUG FIR '43 IS 2X + CONST: ORY,GRN OOUG FIR 4. CHART SNOWS ONLY THE '1E -IN SPAN PMI(TTED, WITH 74E LATERAL SPACING REQUIRED AT MIDPOINT OF WEBS ROOF LOAD ON TME SACCS!C,T OF THE G14DER, ASSUMING ;'-0" W2, WG FOR I -PLY .%NO I.SCAB CONDITION ONLY SPACING, ALREADY DELIUZTSC. J3 GE?IERA', 40TES 1. BOTTOM CHCRO SCABS MUST BE EQUAL TO CJBOTTOM :MORD LUMBER GRADE AND SIZE.THESE SCABS SM':VLD SE APPLIED TC THE 9:.CY SIDE Jf THE OIROER, = ON THETIE-IN SPAN S!DE. A 12. BOTTOM C:1;RD SCABS MUST BE SPLICED L K 5 3 IY or AT A TRUSS JOINT LOCATION, USING THE OPTIONAL TRUSS CHORD SPLICE CCNNECTO+ PLATE SCMEDVLE SMOW.•l ON - r +F 1r . hrt ,E : X E•SS 11••••,,, •' sb°=T ( `7U= Ce I C7 CIS CS I / 1 THE APPROPRIATE GIRDER SERIES PLATtNI; REACT J8 J J6 REACT ••R "' f , ?0 0 DRAWING. S. REFER Tp APPROPRIATE GIRDER SERIES '`" PLAYING DRAWING FOR !IAILING .`• SCHEDULE OF r.ULil-PLY GIRDER TRVSSES. BOTTO•• ' `'•'' .c?°?11r. II a ,.i. •. %:'u4 j- \',;:.•v". C. rrcTPMt r •>an v.. ` ff f• :MORD SCABS SHOULD BE CONSI0 ED yi 14rfy°'•.'r•§§ °QUAL iC AN ADDITIONAL PLT FOR NASI- ING PURPOSES ONLY. us.e u u (Polo Type .E aoo r7TCIS •s: n Nee FO"CES'•ti,,y. rf. 4 ll CIT••.," / ♦ Z4 .:rel•? :: .. AOA` 4. ALL MEMBERS MUST 6E CJT TO 9EAR, WITH PLATES CEN TFRED ON JOINT$ UN- ( 1..21.6•ri•Cs 2•-13.C•rs•Gf -46,5•M1f vl• -51.3.62 •2• S.0•rs•ct• a.S•nt -6.3•rt•at .14.9.63 l! `! +« •P tt ' r LESS OTHERWISE SHOWN. f ( 7. ( •• 20.5•rs 70.3•rS•M11• •43• 43.9•1.3 V1- •.9•rf •Ct• 13,0.63 45.9. r•3 rAcr y4 v !•wl+• It, r•. '' •L• ,r,.b.. : N : : •r• ''• S. TRUSS CHORD SPLICES SMALL 9E LOCATED uA6tto+t. tO.O•rs•ss• 20.0.61 / `.: 6,r:((r°cam 3 ` =!_ 4 S) 1/4 CF 'ME PANEL LENGTH MEASURED FROM A JOINT. A,1• A 2• 7.1.13.6(• O.o•rf rot"r Lo4rt S.3•M17 ! •Cs• )•5•ct A 7• 1.6.13.0(• 2.3.61 •• S.0•ts•as• 7.S•cs 1 + •k i i, j 1 * !1•n J I• 0.0•(1.41• 7.0.07 1e •t;. , .r " A •'fN•,r• N`w .,ri g y,A• g (Ts• n: -u 1PAM•n.5 fn1Ne.`F' ` Y,Mto .,r, O Hydro -Ali Engineering, Inc., 1878-w Hyarb-At Enmeertoll, Inc. is ro3o0e3161e jar S"vC!1n I de3ipe =11110 0", MCI! on the design CrBdb sham on 800 Ilia CnwmO. Connector Date Calculations are valid Only (or HydrOAV Connector 01716{. HyOro•Alf assUm S no realign. .471.p Slalltry lar dimensional occur,?. atSre111C 10067fIRCe. Ia0nc71= duality or unitormov. m7u"311el1 Of IrDt3et. nor . 4/ 1 2 1 L 0 P E T V I CODE voan.alp PftW711 r0af sIrDCIurO de7gn. Or inrOrma11011 fet)IMInq 17C11C7110", OuairtY COmr01, Sif930e, delivery• election and•. or3Clrq Of n33e6 COnsuR In6 OO(IRY COMM Manual l0! L401 bfelal Pure COnneVan! 4 (: S f + T ' 'p a•?~ IYcod 7rusfeY-0CS477. ane the BnCRq o7 WON 1`fDSfes Manu7A8W7.76. Tnt3S Plate InSIR016, InC.. 7411 RgOs gold, Hysmills, h10 20783. P O BOI 7759 •, ( , 1 D O U Ci L A S FIR SAINT LOUIS .1sSOUM1 6::177 • Cl 0 TYPE 800 GIRDER CONNECTOR PLATE FS UIREMENTS I mac:•.: •.• 2x A TOP CHORD, 21 6 801100 CORD ••• 1 314/40/01 PUS;-1lOTN •• PLATE LOCATIO'l •• JOINT r01NT PL•tF SIIE •• [ •• •• Y •• TYPE J 1 S 1t.2 A 14 PT 1 J to 4 1/2 + 13 vT END "EIG81 3.94 IN. 14 Y ITN 3 1 6 PT SEC ONOART PLATING J 2 3 x 4 PT 2 S/BIN 3IN S J 3• 4 1/2 1 5 PT 4 1/2118 2 7/8IN 6 J 70 4 1/2 x 6 PT 7 J B 2 112 1 3 P T 4 • OPTIONAL SPLICES •- C 2 1S 4 112 A 4 PT C 7 ;s 4 1/2 + 4 PT GIRDER NAILING NOTES - 1. 1/2w OIAMCTER MACMINC BOLTS MUST BC USED AT 4'-0•' SPACING IA. SA.TNC QUANTITY OF 100 MAILS SHOWN FOR A" .1a = /OTTOM CHORDS. 2. 100 NAILS USED IN TIC -IN TRUSS MANGERS MAY BE INCLUDED IN TOTAL NEEDED FOR 2ND TO IST PLY CONNECTION - 1. EACH PLY OF UPPER CHORDS AND WEBS'MUST BE CONNECTED WITH 100 NAILS ON 12^ CENTERS. 4. NAIL QUANTITY IS BASED ON 24-0- TIE-IN TRUSS SPACING. NAIL QUANTITY MAY BE REDUCED PROPORTIOMATCLY'FOR LESSCA TIE-IN TRUSS SPACINGS. S. MAIL QUANTITY BASED ON DOUGLAS FIR AND SOVTMERN PINE; FOR NCM -FIR, ADD 40% MORE NAILS NO. OF 100 MAILS PER TIC -IN TRUSS FOR MULTI -PLY GIRDER BOTTOM CHOROS 2- •C.\Pi TM 3 -PLY BOTTOM CIIORD I 4 -PLY BOTTOM CHORD (SCC NOTE 1) 151 ;NO ••• 21 0 TOP CHORD. 2110 BOTTON CHORD ••• / 2/4/40/01 ••• 7A 6 TOP CHORD. 21 B BOTTOM CHORD ••• C M/4/40/01 •• PLATE LOCATION •• P-151-TMOTII•• • PL -ATE L000111011 •• JOINT PT •• 1 •• •- T •• JOINT PL4TE SIIE •• A •• •• T •• IT PE PT • J 1 S 1/2 I 14 J 1A 4 1/2 [ 14 CT PT END HEIGHT • 3.94 1N. 1 14 PT SECONDARY PLATING VII" 3 1/2 [ L PT SECONDARY PLATING 3 A 4 TOTAL2180 TO IST 2 5/8IN 3IN J 2 I A 4 J 3• 4 112 A S PT PT ? S/bl" 3IN 4 1/21N 2 314118 S 6 LOAD r1C-114-SPA 4 1/2118 1 ?WAIN J 7• 4 1/2 A 6 J A 2 112 x 3 PE PT J 7• I 4 (PSI) 20' 150.1 40 2S•7 4 i 7 7 J B • OPTIONAL SPLICES •• 4 •• OPTIONAL SPLICES C 2 11 4 112 A 4 C 7 IS S 1/2 1 S PT vT 7ie4 S 7 1 13 1 4 PT C I IS 7 1 b ••• 21 0 TOP CHORD. 2110 BOTTON CHORD ••• / 2/4/40/01 :0 GA. PT 21.7 a ::3 PSI (USING GROSS PLATE ARQA) PLATING CONFORMS TO TPI -74, MVD 417.03. C7 / 24 tI I AM. BOLTS • , , SIACING TO IST I IRO TO IND 2ND TO ISI 13AD TO 2ND TH TO IRO -IN-SPA TIE -IN-SPI-11 TIE -IN -SPA [E -IN -SPAN T1ErIN-SPAN 130-146, 20'30' 40' 20' 30' 40,170,130-140.1 20 30' 40' T 1 to t 1 4 1 S L 1 ! III 1 S 1 1 110 1 2 1 4 14 GEMEIAL Notes 1. BOTTOM CHCROSCABS MU57 BC EQUAL TO BOTTOM CHORD LUMBER GRADE AND SIZE. TMCSC $CABS SHOULD RC APPLIED TO THE BACK SIOC OF TMC GIROCR. tI ON TMC T1E•IN S►AN SIOC. 2. BOTTOM CHORD SCABS MUST BE SPLICED AT A TRUSS JOINT LOCATION, USING TME OPTIONAL TRUSS CHORD SPLICE CONNECTOR PLATE SCHED- ULE $MOWN ON TMC APPROPRIATE GIROCR SERIES PLATING DRAWING. S. REFER TO APPROPRIATE GIRDER SERIES PLATING DRAWING FOR NAIL - IMG SCHEDULE OF MULTI -PLY GIROCR TRUSSES. BOTTOM CHORD SCABS SHOULD BE CONSIOERED EQUAL TO AN ADDITIONAL PLY FOR MAILING PURPOSES ONLY. 4. ALL MCMMRERS MUST BE CUT TO BEAR, WITH PLATES CENTERED ON JOINTS UNLESS OTHERWISE SHOWN. S• TRUSS CHORD SPLICCS SMALL BE LOCATED 1/4 OF THE PANEL LENGTH (1 i"). MEASURED FROM A JOINT. 7 -S C7 r - 'Zt 7 tj f lS` a AL IM ltmcl ' it l3 • r 'WItsm , jW li •`ems. ` `4.. CW4,4 le 16 0 Hydm4ir EnpinExM>tring, Inc., 1O7d 1 goo Nyev." Eagwar . IRG IM mom, ble to gfuct rw Opp@ xccuawy a". bur an ON mix QQerD thamrs m 4 / 12 S L R E T c I ( n C r D B arAr ". C@.Raor Bon Cxc@a11au SIR vv -W mry lot "Tlril" C111641= Pua. Nyff"t xnumes Re rasa . tailty IV CJwNow Iaclrxcl. lemic A6Rbum rx rtx= am1t a auaWety, 1 u wilr d Oaiex. NOT 2 C / f f / G / : C = a 0 S F 3 T 1 . ? ` rod muctwe moms. Is NRIa►Rtatr rlgHaq MwrmoO. awun CO ". Tiara". 6ewf•I. ■Icor xAe 1 0 0 G l : 5 F 1 ; P T : l T P. 0. 8031 >7 S t W1ch a OVx$IR, caps@ UM 011Mf► Carrrlt Alrrrmr rd LAW al" Pbte m@Acr Mor rro:1,@-0c14n. Nw DM SAINT LOWS. ox 1`3 9 611 T7 &WJ39 d 1M1r rrwn Nxe+M•19R•76. Tmu Pws 4wism, IE- 7411 Rpfe Roel RtwrVV1 NO 20711 FOS I-100Ttt •• PLATE LOCATION •• JOINT • TN1 J 1 PLATE SIZE t 112 A 14 PT •• 1 •• •- T •• TYPE 1 J to 4 1/2 1 13 PT ENO HEIGHT • 3.94 IN. 14 VIIN 4 112 1 10 PT SECONDARY PLATING J 2 3 A 4 PT 2 5/8IN 3IN S J 3• 4 112 C A PT 4 1/2118 1 ?WAIN 6 J 7• 4 112 + 6 PT 7 J B 2 112 x 3 PT 4 •• OPTIONAL SPLICES •• C i 11 13 1 4 PT C I IS 7 1 b PT . :0 GA. PT 21.7 a ::3 PSI (USING GROSS PLATE ARQA) PLATING CONFORMS TO TPI -74, MVD 417.03. C7 / 24 tI I AM. BOLTS • , , SIACING TO IST I IRO TO IND 2ND TO ISI 13AD TO 2ND TH TO IRO -IN-SPA TIE -IN-SPI-11 TIE -IN -SPA [E -IN -SPAN T1ErIN-SPAN 130-146, 20'30' 40' 20' 30' 40,170,130-140.1 20 30' 40' T 1 to t 1 4 1 S L 1 ! III 1 S 1 1 110 1 2 1 4 14 GEMEIAL Notes 1. BOTTOM CHCROSCABS MU57 BC EQUAL TO BOTTOM CHORD LUMBER GRADE AND SIZE. TMCSC $CABS SHOULD RC APPLIED TO THE BACK SIOC OF TMC GIROCR. tI ON TMC T1E•IN S►AN SIOC. 2. BOTTOM CHORD SCABS MUST BE SPLICED AT A TRUSS JOINT LOCATION, USING TME OPTIONAL TRUSS CHORD SPLICE CONNECTOR PLATE SCHED- ULE $MOWN ON TMC APPROPRIATE GIROCR SERIES PLATING DRAWING. S. REFER TO APPROPRIATE GIRDER SERIES PLATING DRAWING FOR NAIL - IMG SCHEDULE OF MULTI -PLY GIROCR TRUSSES. BOTTOM CHORD SCABS SHOULD BE CONSIOERED EQUAL TO AN ADDITIONAL PLY FOR MAILING PURPOSES ONLY. 4. ALL MCMMRERS MUST BE CUT TO BEAR, WITH PLATES CENTERED ON JOINTS UNLESS OTHERWISE SHOWN. S• TRUSS CHORD SPLICCS SMALL BE LOCATED 1/4 OF THE PANEL LENGTH (1 i"). MEASURED FROM A JOINT. 7 -S C7 r - 'Zt 7 tj f lS` a AL IM ltmcl ' it l3 • r 'WItsm , jW li •`ems. ` `4.. CW4,4 le 16 0 Hydm4ir EnpinExM>tring, Inc., 1O7d 1 goo Nyev." Eagwar . IRG IM mom, ble to gfuct rw Opp@ xccuawy a". bur an ON mix QQerD thamrs m 4 / 12 S L R E T c I ( n C r D B arAr ". C@.Raor Bon Cxc@a11au SIR vv -W mry lot "Tlril" C111641= Pua. Nyff"t xnumes Re rasa . tailty IV CJwNow Iaclrxcl. lemic A6Rbum rx rtx= am1t a auaWety, 1 u wilr d Oaiex. NOT 2 C / f f / G / : C = a 0 S F 3 T 1 . ? ` rod muctwe moms. Is NRIa►Rtatr rlgHaq MwrmoO. awun CO ". Tiara". 6ewf•I. ■Icor xAe 1 0 0 G l : 5 F 1 ; P T : l T P. 0. 8031 >7 S t W1ch a OVx$IR, caps@ UM 011Mf► Carrrlt Alrrrmr rd LAW al" Pbte m@Acr Mor rro:1,@-0c14n. Nw DM SAINT LOWS. ox 1`3 9 611 T7 &WJ39 d 1M1r rrwn Nxe+M•19R•76. Tmu Pws 4wism, IE- 7411 Rpfe Roel RtwrVV1 NO 20711 DESIGN LOAD TOP LL= 16.0 PSF TOP DL= 14.0 PSF BOT LL= 0.0 PSF BOT DL= 10.0 PSF* *5PSF REDUCTION TAKEN IN AXIAL STRESS ONLY DUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C NON-STANDARD LOAD JT LBS SECTION PSF NONE NONE JT REACT MIN BRG 1 750. 3.50" 5 750. 3.50" In Tb C5 MBR LEN FORCE NBR LEN FORCE NBR FORCE MBR FORCE NBR FORCE LUMBER SOLUTION 1- 2 4.97 -3253 5- 6 5.89 2951 2- 8 53 2- 7 -803 4- 7 -803 2- 3 4.92 -2223 6- 7 4.82 2951 3- 7 1116 4- 6 53 TOP 2X4 DF -L ill, 3- 4 4.82 -2223 7- 8 4.82 2951 BOT 2X4 DF -L N1, 4- 5 4.97 -3253 8- 1 5.89 2951 WEB 2X4 DF -L N3, 1 3 5 7 /N INN r0l PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3. 5X8 DATE 6/ 8/89 JOB ID EDDY22SC SHEET OF 0/A SPAN 22— 0— 0 REC CHB= 0.39" AT HANDL ING AND E A ECT ION Nandi g and E,eu on are not the tesoons-b4ily of the designer nlall. -an,lf af. ii,l.r !":Or are to De handled wilh particular care during banding and: or bundl,n9. denvery and installation to avoidda,nage. T empor a'ry and 0e, man a nt bra c.nQ lo, holding Ilulses in a straight and plumb pos.1on- and lot ,e,'Simq lateal forces shall be Oeaigne0 and inslaned by ofhe,s .careful handling is as sent, al and erection bracing is always ,egwrod Normal prec4utione,y action lot Irusses reQuires such temporary bracing during installation between Irusses to rp avOd Ipl,ng and oom,no.ng, •The supervision of erection of trusses shall be under the control of persons etperieneed in the installation of trusses. Proles- s,onal advice shall be sough[ A needed -Concentration of con 3lruclion loads greater than the design loads shall not be spolied lolrusses at any lima. ,No loads other than the weight of the erectors shall be applied to cusses until alto, an faslening and bracing is compleled. 2.00 2.001 (FT. INCHES. 16THS) 7 SCALE= 0.375/1.0. DESIGN INFORMATION Des;gn meets -,In the latest revision of National Design Speci• ncalion For Stress Grade it and Its Fastenlnys. of the National Forest Products Association. and Design Speaf•ca- Dons lot light Metal Plate Connected Wood Trusses. of the Truss Plate InstlfulefTPI) NOTE I.ConneClor plates shall be located on both faces of the IIuSS with nails properly imbedded and shall be symmetrical about the joint unless otherwise shown. p.All bracing and erection recommendations are to be followed in accordance with bracing otwood trusses 8WT 76 of TPI. Ill an Individual trussed unit requires more than one truss. trusses Shall be fabricated as a sepatale unit. then nailed or boned together asnoted. a.The design assumes compression chords (lop Of bottom) are continuously braced by sheathing. Where bottom chords in tension are not fully braced by a property applied rigid ceiling. they should be batedala ma,imumsoecinaof10'0o.c. MATERIALS AND FABRICATION -Plates Shan not beinstalled over knots. knotholes or distorted grain Members shaft be cul lot light filling wood to wood bearing •Plate centettines and pint centerlines shall eoincloe except as otherwise Shown. -Doubt cuts on web members shall meet at the centettines of the 'S unless olhe,wse shown. •All m .le"aIs are in accordance with the applicable section on materials of the TPI Design Specifications -Fastener sizes shown are actual manufactured sizes and may need to be increased in size for certain handling and/or erec- lion procedures .Camber as shown on this drawing is that recommended for normal conditions of loading and fabrication. Camber may be revised at the option of the fabricator or architect "I'MI" pMSION - .. A!C. HOU5TON WMBER CO. "Lvmbe, m9n Since 1884" 8x 490 Irmo Boulevard Indio CalitotVA 82201/(3W) `47.8'54 DESIGN LOAD TOP LL- 16.0 PSF TOP DL- 14.0 PSF BOT LL- 0.0 PSF BOT DL- 10.0 PSF* *NPSF REOWTION, TAM IN AXIAL STRESS ONLY OUR OF LOAD INC 1.25 SPACING 24.0 IN 0/C JT LBS SECT ND PSF NONE NONE J1 RE802.ACT NIN3. ?" 5 B02. 3.50" i MBR LEN FORCE NOR LEN FORCE IBR FORCE MBR FORCE NBR FORCE LUMBER SOLUTION 1- 2 5.33 -3499 5- 6 6.26 3185 2- 8 57 2- 7 -877 4- 7 -877 2- 3 5.20 -2388 6- 7 5.20 3185 3- 7 1198 4- 8 57 TOP 2X4 DF -L fl. 3- 4 5.20 -2388 7- 8 5.20 3185 BOT 2X4 DF -L N1. 4- 5 5.33 -3499 8- 1 6.28 3185 WEB 2X4 DF -L N3, i .3 5 7 PROVIDE HORIZONTAL MOVEMENT AT SUPPORT 3 5X8 12 0/A SPAN 23- 8- 0 (FT. INCHES. 16THS) SCALEa 0.375/1.0 REC CND= 0.45" AT 7 HANDLING AND ERECTION Handl ng and Erection are not the responsibility of the designer nr me Mare. manurar.rurer Trusses are to be handled with particular care during banding alio/or bundling. delivery and installation to avoid damage Temporary and permsnenl bracing lot holding Irusses in a .freight and plumb position, ono for resisting lateral forces shall be dfog,.so and uisbtled by others -Careful handling is esAenbal and #,action bracing is always required Normal pre autionary action for trusses requires such temporary Wscing during installation between trusses to avoid toppling and domino.ng .the supervision of Iliac lion of trusses shall be under the control of persons experienced in the installation 01 trusses. PrOte7- Monat aov.ce Shan be sought it needed -Concentration of consuuclion foods greater than the design beds she 11 not be spplt.d, to trusses at any time. .11101pIlps otn.r Ivan Ins weight of the ereclots shall be applied In rr....... ..m .n...n i.......,..,....n n.......... ..... ... ... DESIGN INFORMATION Design meets with the latestrevision of: National Design Speci- licat.on For Stress Grace lumber and Its FasteningQs. of the National Forest Products Association, and Design Specifica• - lions lot Light Metal Plate Connected Wood Trusses. of the Truss Plate Institute ITPq NOTE I.Conneclor plates Shan be located on both laces of the buss with nails properly imbedded and shall be symmetrical about the joint unless otherwise shown. 2.AIi bracing and erection recommendations are to be followed In accordance with bracing of wood trusses BWT 76 of TPI 3.If an individual trussed unit requires more than one Ituss. trusses shall be fabricated as a separate unit. then nailed or polled together as noted. #.The design assumes compression chords (100 Of bottom) are continuously braced by sheathing. Where bottom chords in tension are nOt rutty bated by a properly applied rigid ceiling. MATERIALS AND FABRICATION -Plates shall not be installed over knots. knotholes or distorted grain Members shall be cul for tight lilting wood to wood bearing •Plate cemeilines and pins centerlines shalt coincide except as Otherwise shown •Doub- cuts on web members shalt meet at the centerlines of thew is unless otherwise shown -All m.lerials are in accordance with the applicable section on malerials of the TPI Design Specifications -Fastener sizes shown are actual manufactured sites and may need lobe increased in site for certain handling and/or erec• Iron procedures -Camber as shown on this drawing is that recommended tot normal condrl.ons of loading and labrication. Camber. may be revised at the option of the fabricator or architect DATE 8/19/89 JOB ID SHRP23SC SHEET OF 41, TRUSS Di1!iSICN Ike. 15T0H LUMBER -ca. llxmbe.merr. Since 1834" 8493 L^:Tc Bou.evard Indio CiJifom q B2201I(o l5f 247-3754 r DESIGN LOAD NOR LEN FORCE TOP LL= 32.0 PSF 1— 2 4.01 —1408 TOP DLSS 24.0 PSF 2— 3 4.01 —1408 BOT LL= 0.0 PSF BOT DL= 34.0 PSF I OUR 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 NOR LEN FORCE 3— 4 4.81 1319 4— 1 4.81 1319 2 . 3 m- 2 4X8 NBR FORCE MBR FORCE NOR FORCE LUMBER SOLUTION 2— 4 163 TOP 2X4 OF—L IMI, BOT 2X4 DF—L #I. WEB 2X4 DF—L N3a n 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 ale not the lesponsi thly of the designer til IA* nlale manila[ tiller Trusses are to be handled with part.cular core during banding and/ of bunOhng. delaery and installation to avo,d damoge. Temporaly and pe,manent bracing too holding trusses in a air light end plumb position. and to, raslsling lateral tortes shall be designed and Mato 1100 by other$ *Careful handling Is,essannal and election bracing Is always tequlrad Normal precautionary action for trusses roqu,ras Such temporary bracing during installation between trusses to 8,0 anddominOing. •int Supe/vision of ateCtron OI .,.Stat shall W under Ina COnitpl 01 persons a■perisnCed in the instaifaliOn of trusses. Pfofas- f,Onal aOvlca shall be Sought it needed -Concentration of construction loads greater than the design load, shell not be applied to trusses al any time. .Wo IdaO/ other than the wre,gnl of the eleCldle Snail be applied In lrnitrr r, dil rll•r ca l•••, n !hrr-•+r, l+r: r:r,i-n DESIGN INFORMATION Desgnmaels wiln the latest revision OP National Design Speci- llcation For Stress G,ade lumber and Its Fastemnyys. of Ihe National Forest Products Association. and Design Speahca- WAS to, Ljhl Metal Plate Connected Wood Trusses. of he Truss Plate nsmute ITPq NOTE 1 Connector plales shall be located on both laces of the truss with nails properly Imbedded and shall be symmait"l about the joint unless otherwise shown. 2.All bracing and erection recommendations are to be followed In accordance .nth bracing of wood trusses BW T 76 of TPI. 7.11 an Individual trussed unit requires more than one Truss. trusses shall be tabikaled as a separate unit, then nailed or boiled together as noted. !.The design assumes compression chords (lop or bottom) are COntlrnrOusty braced by sheathing. Where bottom chords in tension are not fully braced by • properly applied rigid ceiling MATE RIALS AND FABRICATION •Plates shall not be installed over knots. knolholes or distorted grail MembelS snail ba,Cul tot light tilting wood to wood bearing *Plate conlertines andloint conlerllnes shall coincide e.cept as Otherwise shown. •Ooubl cuts On web members shall meet at the cenle,llnes of Ine w is unless olne ov,se shown. *All m .lenals are in accordance with the applicable section on materials of the TPI Design Specifications eFastenel sites shown are actual manufactured sites and may need to be increased in site lot certain handling and/or erec- 1,on procedures .Cambet as Shown on this drawing is that recommended lot normal conditions of loading and labricaton. Camber may be tevised at the oplionot the fabricator 01 architect. 1n .4 C6 b DATE 8/11/89 JOB ID CSCN9TH. SHEET OF TRUSS DMSION A.C.1U510N lUME C. "Lumbemen Since 1884" 83-490 Iralo Boulevard Indio California 82201;(0'15) 347-9754 • • • • • • • • • • nmIGN LOAD PSF TOP DL- VILSO 14. PSF BOT LL- 011 PSF BOT DL- . 10. PSF • &WSF RE11=10M TAM IN AXIAL STREW W DU2 OF LOAD INC 1.25 : SPACING 24.0 IN O/C JN I Lffi ONE NC ION SF NG JTW59 HT 50 3 598 3.50' REC C14B- 0.21' AT 4 n_ b NBR LEt FORC HBR LEN FORCE 14BR FORCE MR FORCE I4BR FORCE LljHM SOLUTION 1- 2 7. 4 94 3- 4 8.54 B90 2- 4 85 TOP 2X4 DF -L N2, 2- 3 7.74 -945 4- 1 8.54 890 BOT 2X4 DF -L 92. WEB 2X4 DF -L 03. 1 2 3 i 2 04 es AioEa/ F J 8EID9 17188 44 , Pc .. SHEET of Pt ENG/ I 1301 ROY GE C RE ' C- ` \ x FAIL"l►cR ZOfJA V P• .• o ._.No..1919-_.ee:f 411 u• 4 0/A SPAN 17- 1- 0 4=T, INCHES, 18TH SCALE- 0.375/1.0 NANDLINO AMD EIIECTION Nendling end Eractlon @re n01 Mo raalSO•elelmy M Iha tlaslpflef of IM ol11N menutadutat. Tntaaas era 10 be he -died wtl[t 041AID fim CM 111"J" bar'dIng o d I or bundeng. delMry end Mnlatletlon to awed demage. Temporary And ppanrwenent bracing for holding trusses In a plumb e Glipm end position. And Ip t"10"ng lelersl IOrcM ehsO be d.MarMo oro InelelMd br olhan. G1e ha1'Ola'g le .e.w'Mal and a.*~ bloCW4 Is ON" r~'Od. Normal pr.caullone'r action ler IMw reout,os Such Wnpom MAC du1M.g Installation be x11 n Imes" 10 @odd to It, A, dor' eTMWpe ooL of eroctlpn Imes" ~be ur'Aef tin Control of paraoro ePrienced M " Inaleflatwn of Irv* $". PnofN- slv.al W." ahem be boughs M •Concenirellon of co^ jmcrion s g...$w Than Int@ daslgn fe.do anon not be scored to Imla.ea at Cry IMM. •NO weds ohne. Mn no welphl OI ns enaclors al1M be Aoolfed b l"644 unto exon as resm." atdbnac M'g 16 co-4-1.lod DESIGN INFORMATION Design rnaele with the 11110611 M A$1on of- Notional Deaton SOOCI- licalton For Strees Orad* Lumber and u. Fastani @, of IM National Fa06l Producta AssoC'AllOn. end D.s10nD.Clfke- lions for Lgnl Metal Plda Connected Wood Tru$*@a. of Ihe Tress Pi.l@ I e111ule ITPq. NOTE I Co-oclet plata@ /060 be located on both fsc06 of 1106 trusts wllh rave properly ImbnOWd end shell be srmme11"I about Ine )OMI YnINt01 '«tats al'pwn_ . 2 All bracing And eleellOn'oeotmmaede tions ere so be followed Maccordencewith bracing otwood trusses RWT TO of IPI. 3" an edlvldual Itu.Md unit reoulres more than Orta Inial, tnn.as •nee be AMlceled to • aetwrate unit. then nalled or boxed loge Mor as noMd. a.Th. deign e.eurnee compa It raeslon Chords (top o to- I M Conttnuo,se'y braced by eheslhing Where bottom Chorda In Isnelnnsra nor fully braced M • plop.rly spolLod r 10 Coiling. I/oy shnuMl bebraced al a maximum *r...ing o110' 0" OC. MATERIALS AND FASRICATION •Notes shell not be In•1abo0 over knots. knotholes or distorted otain. Mothball shall be cul fol lghl filling wood to w0Od basting. . Nal@ Canto if nos and )Dint conbrllnee shall Coincide esc11D1 06 olnerwbe Anown. .Double cuts on web members ah11M meal at Ih@ cenf@rgnes of the'rebe unloss olhorwlso shown. -All malertals Ha N accordance with the OMBC$blo section on malar feltof Ine TN Design SP*dllc.donts. eFaslener sites shown era actual msnulactuted Atte$ And may need to be Increased N sit* lot crnaln handling andlof 91ec- Iwn plot odul.a. -Camber ea shown an this drawing Is that recomrme.'ded for normal conditions of boding And f.b"cslbn Carron' may be ,@Need al lho oollonol lha labrlcalot or erchMeci. •EACLE HETAL ?100 CTS 20 • 11 ores' conasctor plates leve • be.lc I...,ra.I.[.nce ca ins of Iia ►St. u.ina ..1 .rte brthod for c.iculatlona. ICED Iit20• U 9,vpF ESS/p4'-4 rn o. 13143 Exp. 3.3189 > qjF OF C0p do TRUSS DMSION THE Ac HOUSTON W BER C "Lmbsanen Skke 1884" 190 kao Bmievard kidto calilom:4 922011(618) 347--9754 OFFICE OF .0 AGRICULTURAL COMMISSIONER • AND ''°•• '' WEIGHTS & MEASURES ~' "' • CALVIN C. KAMINSKAS JAMES O. WALLACE 4080 LEMON STREET, ROOM 19 Assistant Commissioner Agricultural Commissioner RIVERSIDE, CALIFORNIA 92501 CLEMENT BENVENISTE Director of Weights d Measures (714) 787.2561 Seater 49613 Highway 86, Suite B12 Coachella, Ca. 92236 (619) 342-8291 / DATE CASE NO. C. G c) DEVELOPER' S NAME: ADDRESS .. 9 z 20/ TELEPHONE: WA .31' 7 5 .3T % 2,-1 70 Dear Developer.— After eveloper: 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 imTediately. Thank you for protecting and preserving the Coachella Valley's pest -free environment. Agricultural Camlissioner's Office cc: Indio and Riverside Office