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Home My WebLink About2802 ESTURION ST; ; 80-266; PermitI -- - NO. - . JOB ADDRESS - ' - . - ' - AV. ST. DATE- OF APPLICATION R J Bus. LICENSE . - PERMIT NUMBER ,Pi'fiLi IElsI+IIIrI)I.IrtI 151+1 j-I /5 .. - I /1 04639 - OWNER -: - .-... - - OWNER' S1PHONE PRIME CONTRACTOR.. - ' , STATE LICENSE a11j )9:, -- (flack 41 t5L 5,s,,ii 3-q 0-ye-g- -t- t3, 1,-i erc1 1ic 30 I75~ OWNER'S MAILING ADDRESS - CONTRACTOR S ADDRESS O!iS 5/) -STATE LICENSE-I LOT BLOCK . .- , SUBDIVISION . I 'ASSESSOR'S PARCEL.NO. I - -- DESIGNER — 4"S ., - - ' . rn 11er~ t4!i (lj € 55'? u,,,-!- 3 sit P4*) I 115.1- t 3iiOi—i 1171 I ,., DESCRIPTION OF WORK ' -- - , - , ' ' -' LTh Cirr y (71 1/--e..r----- DESiGN_ER'S. PHONE(11124) m ; i y DESIGNER'S.A6oRESs ' !L,5 Lnia V,+cOr, 'S CENSUS TRACT GP LAND USE ZONING / - RES.-,UNITS.PARKING SPACE 1.L R OF STORIES 79 /_r I Not Valid Un/ass Machine Certified BLDG . FT. BLDG USE 0CC. GP STA?/DA PLAN S - -' 9 PLAN I D S TYPE C NST - - - ' 0CC. LOAD aTY. PLUMBING PERMIT - AMT: '' UTY.'' -' MECHANICAL' PERMIT - - € 7I - EACH FIXTURE TRAP INSTALL FURN DUCTS UP TO 100 000 BTU - . . '04 zi 7kb . M R/COMPRESSORUPTO3HP MECH EXHAUST - HOOD/DUCTS EACH BUILDING SEWER &'- f t(/2..- s'ER 100,000 BTU EACH WATER HEATER AND/OR VENT - - b-'Q 'BOIL EACH GAS SYSTEM 1 TO 4-OUTLETS . BOlLEfiGOMsGR+t11Vp4r BOILER/COMPRESSOR 16-30 HP - .' .EACH GAS SYSTEM 5 OR MORE - . EACH INSTAL.,ALTER REPAIR WATER PIPE VENT FAN Sl GLE DUCT -EACH-LAWN SPRINKLER SYSTEM ' - - -_, WATER SOFTNER - . , - RELOCATION OF EA FURNACE/IEATER :BUILoING PERMIT . 'ei11 I . .. TOTAL MECHANICAL SIGN PERMIT - TOTAL PLUMBING ' &. PLAN CHECK st-//5-i5' T Th-fr I CONTRACTOR CONTRACTOR 1 0 (.-' 'ALL INCLUSIVE PERMIT TOTAL PLUMBING ZIT am' ELECTRICAL PERMIT AMT QTY MOB ILE ERMIT AMT - . - NEW CONST EA AMP/SWT/BKR - . 37. 5 AWNING - ( \ . . , ' MECHANICAL - 1 PH 25 3 PH PORCH MOBILE HOME I I - EXIST BLDG EAAMP/SWT/BKR - - - SET-UP.- . ..\ - . . - .,. -. . SOLAR : - 1 PH .25 . 3 PH . RAMADA, CABANA REMODEL/ALTER PER CIRCUIT - '. -. . FENCE OVER 6' - - '\ - S -- - - - - I._I_I_'- - TOTALMOBILEHOME -. - M IC 0-FM - -_' TEMP POLE200AMPS '- _- ____O. TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL , - . - - TOTAL FEES PAYABLE . S. CONTRACTOR I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT Is ISSUED; TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER 5-0" DEEP AND DEMOLITION OR CONSTRUCTION OF STRUCTURES OVER 3 SIjS INJHEIGH / ' - - SPECIFIED HEREIN OR NOT. 1. ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS AND - EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE PP ANT'S SIGNATURE' F OWNERD CONTRACTO J APPRW OF THE GRANTING OF THIS PERMIT. AGENTO BYPHONED ' " I LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed -under provi- sions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes- sions Code, and my license is in full force and ef- fect. OWNER-BUILDER DECLARATION Dl hereby affirm that I am exempt from the Con- tractor's License Law for the following reason '(Sec. 7031 .5 Business and Professions Code), Any city or county which requires a permit to con- struct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed state- ment that he is licensed pursuant to the provi- sions of the Contractor's License Law (Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code) or that is ex- empt therefrom and the basis for the alleged ex- emption. Any violation of Section 7031.5 by an ap- plicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). - Dl, 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 of- fered for sale (Sec. 7044, Business and Profes- sions 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 of- fered for sale. If, however, the building or improve- ment 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). Di, as owner of the property, am exclusively con tracting with licensed contractors to construct the project (Sec. 7044, Business and Professions , Code: The Contractor's License Law does not ap- ply to an owner of property .ho builds or im- proves thereon, and who contracts for such pro- jects with a contractor(s) license pursuant to the contractor's License Law). I am exempt under Sec. , B. & P.C. for this reason_______________________________ Date - Owner WOIKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent -(0 self-insure, or. a certificate of&Vorkers' Compensation Insurance, or a certld copy thereof (Sec. 3800, Labor Code). POLICY NO. __________________________ COMPANY ____________ OCopy Is filed with the city. - 0 Certified copy is hereby fu shed. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the per- mit is for one hundred dollars ($100) or less). (I certify that in the performance of the work for which this permit is issued,Ishall not employ any 'person In any manner so as to become subject to the Workers' Compensation Laws of California iwLhall f, after making this Cer- should become subject atlon provisions of the hwith comply with such be deemed revoked. NO AGENCY a construction len- rce of the work for CITY OF CARLSBAD-BUILDING DEPARTMENT W APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE ' (714)-44=-5.— APPLICANT-TO FILL IN INFOR- MATION WITHIN RED LINES. - S., ..;;:s !-.: •';_::.:. -. SITE ADDRESS OWNER PERMIT NO - HELD INSPECTION RECORD INSPECTION DATE .INSPECTOR INSPECTOR'S NOTES. WOOD FLOOR . FOUNDATION. FORMS -SETBACK -TOILET - - UNDER FLOOR PLUMBING UNDER FLOOR HEATING -- OK TO INSTALL SUB FLOOR : SLAB FLOOR UNDER SLAB PLUMBING-C FOOTING* FORMS- SETBACK *TOILET OK TO POUR CONCRETE .5 FRAME . ROUGH ELECTRICAL ROUGH PLUMBING ROUGH HEATING/VENTILATING FRAME Ok. PLACE INSULATION INSULATION OK • PLACE WALLBOARD WALLBOARD OK. PLACE TAPE EXTERIOR LATH OK • PLACE STUCCO - - - FIREPLACE DAMPER & STEEL • -. . S - . PLATE TIES/HEIGHT OF CHIMNEY OTHER -. . - 5 - . S TEMP POWER (POLE) SEWER. GAS TEST . -SWIM POOL • STEEL BONDING PRE DECK FENCE PREPLASTER -, SHOWN --s FRAME - - - sPAN -, FINAL INSP BY BLDG DEPT OTHER DEPT'S REQCOMPLETED ELECMETER—PERM—TEMP GAS METER—PERM—TEMP - - • S S - CERT OF OCCUPANCY ISSUED ANN - 00 p7i hc.d '' INTERDEPARTMENTAL INFORMATION SHEET BI..LNG DEPARTMENT D At V fj 'BUILDING • DEC 51979 CITY OF CARLSBAD Building Depaitment PLANNING DEPARTMENT ZONE LOT SIZE LOT WIDTH__________________ UNITS ALLOWED UNITS PROVIDED__________________________ PARKING SPACES REQUIRED PROVIDED________________________ % COVERAGE ALLOWED PROVIDED v1 • BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: ( SIDE SETBACK: REAR SETBACK: ALLOWED -PROVIDED_____________ INTRUSIONS S LANDSCAPE & IRRIGATrON PLAN COMMENTS: c\\ A ENVI,ONMENTAL PROTECTN REQ: _____________________________________ % ADDITIONAL COMMENTS: OK TO ISSUE: DATE___ OK TO FINAL DATE ENGINEERING DEPARTMENT - INDUSTRIAL WASTE IMPROVEMENTS 3fOtj ix,$rtt4 SEWER CONNECTION -_DRIVEWAY (LOCATIONS *5 e. i4 GRADING PERMIT EASEMENTS Y'----. DRAINAGE () LEGAL DESCRIPTION 4t _A. 4&c _AP __c-?u-'7_S ADDITIONAL COMMENTS EL41' 1r/Mc. IN ThnliUJ4'? OKTO ISSUE: DATE Z) P WI OK TO FINAL F'JA'IML DAT 12 FIRE DEPARTMENT S SPRINKLING SYSTEM FIRE PROTECTION EQUIP. -- FIRE ALARMS , EXITS r FIRE HYDRANTS • 'LOCATION .ADDITI,ONAL COMMENTS S • S - OK TO ISSUE G&c1DATE /I _7 _OK TO, FINAL DATE______ WATER _DEPARTMENT • REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE INSULATION CERTIFICATION : This isto certify that insulation has been installed in conformance withthe.curent.énergy regulations, Ca]yifornia Administrative Code, ite 25,' State of California, in the bjld located at: SITE ADDRESS -2802 Esturion, La 3tL.G..a1if. EXTERI0RWALLS Ow ., ens-Corning and Manufacturer 'Johns -Mansville Thickness/Type3½" Friction R-Value11 Id CEILINGS Owens-Corning, and Batts: Manufacturer Johns-Mansville Thickness/Type _6" Kraft R-Value19 Blown: Manufacturer 'Thickness/Type R-Value Wt./Bag Sq. Ft. Covered R-Value_____ FLOORS Manufactuier Thickness/Type R-Value_____ GENERAL CONTRACTO BY SCHMI D BY TITLE C' LICENSE I #___ DATE 11 L11k_zNaz if 22151/ C-2 resident DATE - - INSULATION CERTIFICATION This is to certify that insulation -has been installed in conformance with the current energy regulations, California Administrative Code, Title 25, State of California, in the building-locted at: SITE ADDRESS 2802 Esturion, La costa, Calif EXTERIOR WALLS. Owens-Corning and Manufacturer Johns-Mansville Thickness/Type _3½" Friction R-Value11 CEILINGS . Owens-Corning and Batts: Manufacturer _Johns-Mansville Thickness/Type 6" Kraft R-Value 19 Blown: Manufacturer Thickness/Type.. -R-Value- Wt.,/Bag Sq. Ft. Covered R-Value_____ FLOORS Manufacturer. Thickness/Type R-Value_____ PJLIII 44_ jlv e LICENSE # ? lO 17J TITLE DATE __ C. LICENSE 4t 221517C-2 .4 TITLE PresidentDATE_______________ - . PTHIS DRAWING ANO/OR DATA SHEET AND PROPRIETARY INFORMATION THEREON IS T H E P R O P E R T Y O F T R U S S P O N E N T S I N C . . A . MAXIMUM OVERALL SPAN FOR DOUGLAS FIR GRADES: SUBSIDIARY OF CONSTRUCTION AUTOMATION INDUSTRIES, INC. AND IS NOT TO BE REPRODUCE D O R C O P I E D I N W H O L E O R I N .... . . SELECT PART . . OR IN ANY OTHER WAY USED OR DISCLOSED FOR UNAUTHORIZED MANUFACTU R I N G O R F O R F U R N I S H I N G I N F O R M A T I O N . . . . .. STRUCT NO. I NO. 2 . CONSI TOP R34 or G34 CHORD dX4 . . . X L Use R32 or G32 On bo, th sides Of truss Or BOTTOM R34'or G34 on one side of truss only or CHORD 2 X 4 . C3 C3 toe nailed with 2-16d nails in Ueu of plates. WEBS: 2 X 4 STD DF. ORASNOTED ** 2x4 UTILITY OF MAY BE USED FOR STUDS UP Vent TO.61 -0" IN LENGTH. r area GiNe INC -6910 C:1 C3 34 o RrG 34 9621 : - - R34 or G34 16o.c(typ. Vent area 6d nails; at each end of studs and members. nal Trussz— Gable End Truss e ru9!% nails Match s!. Pla t e Line _ nails BOX GABLE END TRUSS GABLEEI'D BRACING S I X 3 CONTINUOUS LATERAL BRACING IS REOUIRED WHERE NOTED BY ASTERISK I - - - - - - 4. ALL LATERAL BRACING, PERMANENT OR TL.- -AhY, SHALL BE SPECIFIED AND PROVIDED BY OII-thHS 3. MINIMUMPLATESIZES ARE NOTED BYA LETTER AND DIGITS. ININCHES . . . . . . . I LOADING . .2. PLATf.S SHALL BE CENTERED ON EACH JOINT ON EACH FACE OF TRUSS UNLESS OTHERW I S E D I M E N S I O N E D . MAX SPAN- All span s. . . TRUSS L (flj TC LI. • PSF 1LOS ALAMITOS, CALIF. 90720121314200518, i. fRU.GRIP" R SERIES CONNECTORS ARE 200R IS GAUGE GALVANIZED STEEL WITH 3/8 IN. LONG TEETH .. • SPACING - ' . ." •' DATE -1- OWG NO.: .IN ASTAGGERED PATTERN OF 4 TEETH PER SO IN. REFER TO ICBO REPORT NO. 16261 , . . . . .. TC DL p :DETAIL TP 4 G SERIES CONNECTORS ARE 20 OR is GAUGE GALVANIZED STEEL WITH 3/8 IN LONG TEETH IN INCREASE OS BY kry A STAGGERED PATTERN OF 7.11 TEETH PER SO IN. (REFER 10 ICBO REPORT N O . 1 6 2 6 1 . . . - BC DL • . PSF CK BY: - FILE NO.:B151 B-2 -1 -. ,. -- • -S.,.-- ,. .-. . . .- .-.. - . . - ....- ,• ,_ •--. A, '" .." A A . . •' . . 1 A. MAXIM OVERALL SPAN 2X4 2X4 2X6 . . . . •T GENERAL NOTES FOR t.UF1BER AS NOTED. , FOP. 60.1 FOP. OEN.SEL.STFI.OF 36' ,6 36' 6 36' 6." WEB MEMBERS SXN STANDARD OF PLATES SHALL BE CENTERED ON SELEClSr.OI OR NOTED ON I)ESl N . . . EACH JO[NT,C94 EACH FACE OF NO. DENSE OF 36' 36 6 36' 5 . , • s9' 4.q . , 'TRUSS.UNLESS OTHERWISE NUMBER -1 OF = 366 366 H , 4 ',. DIMENSIONED. '40 2 DENSE OF sumBER 2 OF 36' 6- 13 Ma, 15124 9828 IAYIER FERNANDO J. NOTED, BY DIGITS IN INCHES LOADING .. FORCES . ' . ; REACtIONS'. ',-. U), CIV(\- - ,.. CIVIL •ALL LATERAL BRACING, TY14POR- A 137 I A A A I ix I -424, * 234 OF c-° '' s - A.4t - OTHERS. BE SIGNED AND PROVIDED BY - . . . . TRUSS DESIGN REQUIRES lx] CONTINUOUS LATERAL BRACING A P . . -, . • G56 . A. - . . TRUSS SYMMETRICAL ABOUT * WHERE NOTED BY ASTERICX(). Equal . -_______ CENTER LINE EXCEPT AS SHOWN 'IMPACT BREDGIHG OR LATERAL - .- - . 4" ' ___ C ' ' , BRACING IS RECOMMENDED WHERE G45 ' . . . SHOWN (I. H I PLA T E DESIGN ASSUMES THAT LATERAL ALT. STUB CONDITION . H ' 12 BRACING IS PROVIDED AT MA.XI- :PLAl-E SIZE MAX SPAN . . . . .. - . MUM SPACING OF J'O ALONG C35 to. 36 -6 . - . . . . . . . X . TOP CHORD AND 10-0' ALONG G34 to 32'-l'.' , Alt. splice . . 0 BOTTOM CHORD. \ . . ........ G34 2x4 T.C. . . . • E I - . 2x6T.C. . , D . DESIGN ASSUMES THAT ADEQUATE qua - . . DRAINAGE IS PROVIDED. \ .- . . . ' - >l--: . . - I. . THE BUILDER OR ERECTION CON- \' G32 no sp1. - B ' , . . . . - A . TRACTOR Is RESPONSIBLE FOR \ - G58 Spl PROPER W ice, \ * *WOOD TRUSS ENSTALLA- \ . .. . .- . . . . . . • E)V3I) 3k" MIN. BEARING' WIDTH AT SUPPORTS UNLESS OTHERWISE NOTED. 12 - - . -I' . ESICN IN ACCORDANCE WITH \,' ' A ' - . - .• . . .. 1977 HDS AND TPI-78 SPECIFICATIONS. - 7X4 G34 no spl. . C56 Splice E I G34 alt, splice - F 'L/lS± . . . . . . riAXIrlUrl SPAN- 5 LBS. 7,LlNG REDUCTION TAKEN FOR AXIAL S(RESS.OLT . Three equal panels - bottom chord . . Camber to L/1000± LOINC SP4CIIIG 24.0' D.0 CN'E06 PLATES ARE .TRUSSPOHENTS TP-400' C SERIES 20 OR fl DESIGNED By iv 7! rot' CIIOSO LIVE , 16.0 18 GAUGE GALVANIZED STEEL WITH 2/8 INCH LONG 'TEETH [N A STAGGERED , u Jiflfl1.lk CIIECITED BY , PATTERN OF 7.11 TEETH PER SQ. IN. (REFER TO ICBO REPORT NO. 1626 8oxicnO,,.,oT.i,,x,inc OW r 11,119/79 lop rrtOP.D D•EAW' 14.0, ALLOWABLE STRESS AND SBCC REPORT NO. 7268-77). GN SERIES ARE SPECIAL '79-400 P.O. Box 141 . DRAWING NO. e_36_6_40*_4,/3 BQ(l3' C,IOVI) 10.0 INC. FOR SHORT, TIME CONNECTORS WITH EVERY THIRD ROW OF TEETH AND HOLES OMITTED. El Cajon. Calif . 92022 FILE NO. B-25-l. fOlkL 40.0 LOADING COND. 25 1 •, -- - . ' A - . - --- -----'.----, N - . . ., 4-. - . '- . , . .. .,- . . -. - _S •. ,,• .. - UEB MEMBERS 254 STANDARD OF .. . - '.- ,' '• - . - - OR AS NOTED ON DESIGN - :, - - . ., , - PLATES SHALL BE CENTERED ON' __________________________ - .. •,... . .. S ,.., . .. _. -EACH JOINT ON EACH FACE OF ______________________________ ______ - . -'-- - - - .: - •. . - . - .- - .. ,. -. -. ... TRUSS UNLESS OTHERWISE -. DIMENSIONED. ______ MIN I1M"PLATE SIZES ARE NOTED BY DIGITS, IN INCHES. LOAO1NC FORCES . REACTIONS LATERAL .4 2'3 5 90 A_ -51 A-S 9-5 . . ALL RAc -J .9 . - 9-c -092 c-I - . ' - . - - . - . ARE AND PERMANENT, SHALL BE DESIGNED AND PROVIDED BY OTHERS. - TRUSS DESIGN REQUIRES 1x3 CONTINUOUS LATERAL BRAING WHERE NOTED BY ASTERICI( ('I. - . - - Equal panels ' I . IMPACT BRIDGING OR LATERAL - BRACING IS RECOFtM2OE0 WHERE I . SHOWN ("). - -EL PLATE - . T SIZE _MAX SPAN Lj, TRUSS SYMMETRICAL ABOUT DESIGN ASSUMES THAT LATERAL STOLNI - . L. CENTER LINE EXCEPT AS SHOWN - BRACING IS PROVIDED AT MAXI- - . HUM SPACING OF 3'-0 ALONG $ , G3E 24' -8" . ALONG G44 BOT!"m CHORD. Alt. spl. DESIGN ASSU,tES THAT ADEQUATE: 2x6 T. C. G4 6RA114AGE IS PROVIDED. 5 to THE BUILDER OR ERECTION CON- TRACTOR IS RES PONSIBLE FOR Equal panels B PROVIDE -3j" HIM. BEARING _ 'WIDTH AT SUPPORTS UNLESS 12 OTHERWISE NOTED. 5 to 6~~- ~DESIGN IN ACCORDANCE WITH 11917 AND L-78 2x4 J~jEsslo# No spl. G38 Spl.: G58 24 8 MAXIMUM SPAN ' E L/lO± 4,. Alt spl F 24 ,.SS CEILING REDUCTION TAKEN FOR AXIAL T055 ONLY " Camber to L/960± t .I'.3t'4C (PS F) - SPACING 24.0 D.0 CC1EC'R PLATES ARE TRUS5POUE'ITS Tp-400': C SERIES ARE OF 20 OR .' )flC"rIT('II I. ' I OESIGND BY -.nJBH - ' CPI. .• OP 1A9 LIVE 16.0 -. 18 GAUGE' GALVANIZED STEEL WITH 3/B INCH LONG TEETH' DI A .STAGOERED -' DU.),I,II'Ifl ' CHECKED 10 ^4:-'o DEAQ 14 0 ALLOWABLE STRESS PATEERN 0" 7 11, TEETH PER SQ 04 (REFER TO ICB0 REPORT NO 1626 BoslichO.s'so oiie o,,Inc DNTE 7/20/79 R-11/29/79-ib - CHORD,. 10 0 INC FOR SHORT TIME AND SBCC REPORT HO 7268-77) CU SERIES ARE SPECIAL TP-400 P.O.Box 147 DRAWING NO P_24_5_40*_4/2 - 40.3 LOADING CONO. 25 1 CONNECTORS WITH EVERY THIRD'ROW OF TEETH AND HOLES OMITTED .'. - :-, '::A, ElcalonCaitorn 192022 ,FILE,NO. ' B-25-l-- •: -- -,.-' •-: n, !1AXi.1OVEALL SPAN . FORL8ER AS NOTED 2X4 TOP 2X4, 801 124 -8' 2X6 'TOP DEN. SEi..STR.DF 24' 8 248' SELECT SIR.OF 24_24'8 24 _8 9O.iCENSEOF '. _2'___8 _8-124- 8 I OF 24' 8 __24 24' 8-12— 8- so. 2 DENSE OF 24- 8 24' 8 24' 8' .NUMB.Y 2 OF 24' '8124' 3" 24' 8" CONSTRUCT ION OF 1,4 3" 121' 5" r -9 - A G51 :1 G36 .. Section A7 G3 A 2 • Min bearing area = 12.46 sq . inch .5. .5 FIMUM GRADE OF LUMBER -. . . "- GENERAL NOTES TOP CHORD. 2X 4 NUMBER .7 OF - . . BOTTOM CHORD 2X 2 NUMBER .1 . or - . - - PLAT_SSRLL,BE.CEATD ON WEB MEMBERS 25 NUMBER I DF 22'-3½" GIRDER SUPPORTING 29'-8k" TRUSSES ON ONE SIDE. '.. - EACH .101211' ON EACH FACE OF OR AS NOTED 0Th DESIGN . . . - TRUSS UNLESS OTHERWISE 4 LOADING - FORCES REACTIONS .7595 - C 2676 2-8 -9849 6-C 8809 0-C 2676 -6030 . MINIMUM PLATE SIZES ARE 4 9 2505 B-C -6708 C-F 8809 B-F -3237 . . - - - NOTED BY DIGITS IN r902HES - . C 304 C 2676 C-S -6708 F-B 3808 C-F 5696 . -. .03000 . . . Two Complete trusses required. .. . . - . . ALL LATERAL BRACING. tHPOR- Join together with 16d nails .,at S' o--c. . . ARY AND PERMANDAT, SHALL BE III - ' along bottom chord and 12" D.C. - throughout -, . . - DESIGNED AND PROVIDED BY top chord and webs. Stagger nails to prevent .. OTHERS.' splitti ng of wood . . , . . . TRUSS DESIGN REQUIRES '63 . LATERALLY BRACE TO ROOF DIAPERAGN .. — . • . , CONTINUOUS LATLR,L BREING WHERE NOTED BY ASTERJCEI I ............................... . IMPACT BRIDGING OR LAMAL TRUSS SYMMETRICAL ABOUT BRACING IS RECOM1DEO WHERE I... CENTER LINE EXCEPT AS SHOWN SHOWN C DESIGN . ASSUlS THAT LACE R.AL BRACING IS PROVIDED AT MAXI- - - MUM SPACING OF'3'-0 ALONG G88 - TOP CHORD AND 1O'-D ALONG BOTTOM CHORD. 12 . DRAINAGE ASSUMES THAT.A:_EQUATE - DESIGN' IS PROVIDED. 6.0 ' THE BUILDER OR ERECTIC~ CON- TRACTOR I RESPONSIBLE FOR 2x6 02 DF- 5' ._> - •. PROVIDE 3" WIN. BEARING 6 • ., - - '. - WIDTH AT SUPPORTS TJNLRES - I • . • OTHERWISE NOTED. 'DESIGN IN-ACCORDANCE -.r H 1977 Nos AND TPI-78 iI27 GSJ 0 F G8 12 P, G * STAGGER SPLICES CIV ON ADJACENT F CA • NENBERS . . . -. 3- 8/16: TOTAL SPAN ...' - . . _• Camber to L/I000± - LOADING (PSF) SPACiNG '24-0 D.C.CONNECTOR PLATES ARE TRUSSPONEOATS 'TP-400' G SERIES 20 OR .-- ,- - DESIGNED BY • IV - EDT- CHORD LIVE 16.0 ' •A ._ - 18 GAUGE GALVANIZED STEEL WITH 3/8 INCH LONG TEETH IN A STAGGERED I 11 CHECRED BY '7.-_. TO CHORD DEAD 14:0 'ALLOWABLE STRESS -PATTERN OF 7.11 TEETH PER SQ. IN. (REFER TOICB0 REPORT NO. 1626 . Bow,IcnD-x ,olTe.,,oApnc DATE . 11/21/79 931TOII CHORD 5.0 INC. FOR SHORT TIME' AND SBCC REPORT NO. 7268777). "GM SERIES ARE SPECIAL TP-400 7 P.O Box 147 DRAWING NO. C-22X29 -6-40--4/4 TOTAL - - 35.0 LOADING COND. 25 5 CONNECTORS WITH EVERY THIRD ROW OF TEETH AND HOLES OMITTED. - El Cajon. Calif 92022' FILE NO. R-25-I,, - .9 B •- . S ' A I,' - . • . S - •"'- - -. . -. _,s .' • ...A4,, k - 54 -. - . . .5. - * .5' ••.. '5•_ ..- •' -: _._-#.S._.- ._,__ .5 -.-.. ••-9-4-•5 •:-.. - . - ': - - -- ''7 S -. V ..- ------..--.-V,--- -- GENERAL NOTES TuMi1UI1V.GVTADI 0"- LUIISER. - - 10 INONO 2X. 4 NUM-,ER. 2. OF . PLATES SMALL BE CENTER ON E30r.Ci10R0. 2X.8 NUMBER-1. - OF EACH JOINT 014 EACH FACE OF zi FiElISERS 2X.4. NUIIBEB I DF 15' -O' GIRDER TRUSS SUPPORTING 29-5 TRUSSES ON ONE SIDE - - TRUSSIJNLESS OTHERWISE NOTED ON DESIGN. , - DIMENSIONED. LOADING FORCES REACTIONS MINIMUM PLATE SIZES - ;a73 E 35,o A-5- 6 E 35 5 22 NOTED BY DIGITS IN TNCS C '194 C0 Two complete trusses required; Join together - ALT. LATERAL BRACING, TL'41'OR- ______________________ with 16d nails staggered at 6 o.c. throughout ' ARY AND PERMANENT, SF.-LL BE . bottom chord and 12" throughput top chord . .. DESIGNED AND PROVIDED BY V and webs Stagger nails to prevent splitting OTHERS - of wood. TRUSS DESIGN REQUIRES 1.3 CONTINUOUS LhTERAL.BFING V - •- V - V . . V WHERE NOTED BY ASTERVTCKII. - . - ., i,-, V - V . IMPACT BRIDGING OR LATERAL TRUSSVSY?1METR1CAI. ABOUT V BRACING IS RECOMMENDED WHERE - V V CENTER LINE EXCEPT AS SHOWN . SHOWN - ' 4 - 2/18 - . - _2 2-i4/16 V 3V 2-14/16'' DESIGN ASSUMES THAT LATERAL 4 / 68 BRACING IS PROVIDED A'" *4,X - G . -- - MUM SPACING OF 3'-0" ALONG 4 V V - - . - TOP CHORD AND 10'-0!* ALONG VVVV • - - - V VV V ___________ - V V BOTTOM CHORD. DRAINAGE IS'PROVIDED_ THE BUILDER OR. ERECTION CbN- PROPER OOD TRUSS INSTALLA- DESIGN ASSUMES THAT ADEQUATE PROVIDE 3j" MIN. --RING 12 2x6 02 DF WIDTH AT SUPPORTS UNLZSS OTHERWISE NOTED. DESIGN IN ACCORDANCE WITH 1977 NOS AND TPI-78 J. Alt spl G810 AG6I2 3 '?-14 1 /ir FJ ...MV inBearing V'. -' , *STAGGER SPLICESON ADJACENT F'tETIBERS V. area =.8.19 sq. inch -. 15 TOT AL S"AN .... Camber to L/lOOO - LO DING TPSF) SPACING 2 o o t CONNECTOR PLATES ARE TSUSSPONENTS TP 400 0 SERIES 20 OR flCTITt'U - 'DESIGNED 81 IV '0 TOP .,CHORD LIVE 16 o 18 GAUGE GALVRAIZED STEEL 4* TN 3/8 INCH LONG TEETH IN A SThGGEREO IJVi I II Lifi IL .J_kVj CHECKED ST TO" WORD DEAD -14 0 ALLOWABLE STRESS PATTERN OF 7.11 TEETH PER SO.IN (R.-:R TO ICBO REPORT NO 1626 Bos c D,x*onoST ;onlnc '. DATE 11/20/79 BOTTOM CHORD 5 0 INC OR SHOqT TIME AND SBCC REPORT NO 7268-77) ON SIR ES AR. SPECIAL TP 400 PC Box 147 DqA,JING NO G 15X29 0- /2 TOTAL 3 LOADING tOND. 25 2 - CONNECTORS WITH EVERY THIRD ROW OF TEETH AND HOLES OMITTED. -- El Cajon. Calif 92022 V' FILE NOV. R-25-1 - __*_.VWV*V*-V -- — _VS ____ _.V_, _____ - -- - __VV*•0' (-V__-V____•VV•V*•_V_ --V -V'l____ - -- *•_V_V_V_SV 4. -V.-V - - _________•V-V - . V • V. - V. - . P' V * - V _V - - -.-- •' -- - 4 4 - 0 *. . 4 - -- 0 -I PRECISION ROOF TRUSS CO./ - - - - NohHaAve.P101BOX789 ROOF TRUSS (714) 741 9277 p S11 EST MATE' CUST MER NAME - -. ,. 13/dJ JOB NAME .- ..; -- , : )a.So1O. CARTAGE CODE P.O. NO. 01 HOP: TO S - SHIPPING DATE - . . . . SALES OTAX 0 RESALE WILL OCALL OUR 0 TRUC'. TOP CHORD FIRM '' COUNTY ROOFING a Ti /e ESTIMATED ENGINEERING CODE PIECES PITCH LENGTH DESCRIPTION OVERHANG PRICE AMOUNt ______ __ /O —O-. /.7??4(4~. • - 2rZ_j ___ -d'Ts Tv a L'e4 8OCk __________ ____ ____ '- so -Do I. Tiu . Z( 1 oLo 1S.Tv'$ ________ ___ 4 /- 2-8V 54/,Th'.,'(/d.vi\ •- • -c o ____ — — d's . S r- • • /i- d.ak&d d&'T/iqr' • . / 44 ir-dtSidh/è4/ • __ . S.T' -z LISTED: PRICED: EXTENDED: CHECKED: 0 Acceptance ...........dayl. Complete within .............days. Subject to cancellation in event of labor troubles, strikes, lockouts, fire, flood, accidents or other conditions beyond our control. When seller is instructed to cross sidewalks or curbs, entire risk is purchaser's. NOTE: Sales tax at prevailing rate. PRECI SI ON PLUS 0 0 • CARTAGE — SALES TAX - - _ - TOTAL County of San Diego Department of Planning and Land Use 9150 Chesapeake Drive ;325.,South Melrose Drive 200 L East Main 'Sin DiègoCA92123 .. Vistã''CA 92083 '. El Caj on, CA 92020 565-5920 (Zenith 7-0888) '758-6711 (Zenith 7-2001) 579-4511 (Zenith 7.1398) RESIDENTIAL ENERGY LAW STATEMENT OF :PLAN CONFORMANCE PLAN CHECK NO. Effective Jul) 1, 1978 every proposed residential building:must be designed to comply with the State Residential Energy Conservation Law before'a building permit can be issued. Section A or 'B of this form mist be compieted for each residential building permit applied for. ,. . .. A. -STANDARD DESIGN STATEMENT 1 have-reviewed theplans being ubmitted for the pr.opbsed residential 'building at 'Esturibn St. (site) for Paul A. Swanson (owner) and the design submitted substantially conforms to the following State Energy Conservation Standards mandatedi.n CAC Title-24, Sections T20-1401 through T2071414.,. - A - Total window and sky.light.glazing does not exceed 20%. of the gross floor area. Ceilings,walls;-and'floors comply with the prescribed amounts of insulation.. (Refer form DPL #408)- Electric resistance space heating does not exceed 10% of thé.annual heat load. No"electric service water heating proposed. . .• 5 No fossile fueledswimming pool heaters (Effective July 3, 1979) 11-1479 ' Eckert Buildrs., Tic. 3012 . Date - Signature - . . . Licensed' as. State of CA License No. B. ALTERNATIVE DESIGN STATEMENT . :1 have reviewed the plans and the required supporting calculations and dat'a.being submitted for the proposed residential building at ' (site) for (owner)', and the design submitted substantially conforms, by the alternative design method to the State- Energy Conservation Standards mandated in CAC Title 24, Sections .T20-1401 throughT20-1414. ,• . . '± check all' items submitted to document compliance by the alternative design method. Itenis' I through 4 are required-for alternativè design's affecting the building envelope. -'-I Form 1 Project Date Summary * • ' •. . L1 Form 2 - Hourly and Annual Building Heat Loss Rate Form '3' Heat Transfer Coefficient, Proposed Constrüctin Assembly , 'Forrn4 '-j Alternative Design Summary Form 5 - Life Cycle, COst na-lysis for HVAC Systems (Electric Resistance Heating)- Form 6 - Life Cycle Cost Analysis for Service Water Heating Ln - Statement for Swimming Pool Water Heating System D Specify Additional Supporting Data Submitted o -, • . '.. ' - . - . . . - C • - -, '..• . - • -• - -V. • • •' •" . . . ' .'. •• , •• . • ' ... ..* I '. ' •' •' . - ';*I' , .4 . * C Date Signature Licensed as State of CA License No CONCRETE ROOFING TILE I, The tile weigh er square foo CALIFORNIA TILE, INC. OF NORTHERN CALIFORNIA when laid. The tile are stockpiboo in strength before shipment. ciba CALIFORNIA TILE, INCORPORATED .. (A SUBSIDIARY OF BURLINGAME INDUSTRIES, INC.) An alternate to the full underlaynsent specified in Paragraph C! below consists of a 16-inch width of 30-pound organic fiber felt 44530 GRIMMER BOULEVARD interlayed between tile courses and so installed as to carry any FREMONT, CALIFORNIA 94538 ' drainage to the surface of the next lower course of tile. . . CENTURY TILE, INCORPORATED Refer to the attached installation details, Sheets Numbers I *. 130 ALVARADO, NORTHEAST . through 7 for the California Shingle Tile. . . .., ALBUQUERQUE, NEW MEXICO C. Installation: Roofs to be solidly sheathed are to be provided Subject: Concrete Roofing Tile. ' with a sheathing having the proper thickness and nailing to com- ply with the requirements of the Code. Batten boards for solidly Description: 4. Epaq.,SpanilLT.ile: The Espana Spanish sheathed roofs, when specified, are to he 1 by 2-inch redwood or Tile are interlockin,"'S iàpe'1 h1s'idiulting combined pan and Douglas fir stripping, spaced as required and fastened with 6-" cover Spanish tile. The tile are approximately 12% inches wide by penny galvanized box nails to be nailed to match the rafter spae- 17 inches long and have an approximate thickness of ½ inch. An ing. On applications that require felt underlay, battens shall he red- interlocking det.il occurs along each longitudinal tile edge, where- wood or treated moisture resistant Douglas fir and provide 1-inch in the cover tile overlaps the edge of the pan portion of the adjoin- ' embedment into the rafter. End joints of the batten hoards are to ing tile 1 inch with an interlocking rib and water stop. A %-i no- h be separated ½ inch every 4 feet for drainage. If battens are not deep lug is provided across the underside of the tile top, in both used on pitches below 7:12, each tile is to receive one nail. the pan and cover tile areas. The lug on the pan portion laps over Spaced sheathing, where used, shall be structurally adequate to battens or spaced sheathing boards. A 3/4 -inch deep double-ribbed support the loads involved on a maximum span of 24 inches be- - water Stop is provided on the underside of the tile across their bot- tween rafters. Spaced sheathing is to consist of 1 by 6-inch boards, torn edge to reduce wind blown leakage. One nail hole is provided installed at a maximum 14-inch spacing, and nailed to their bear- at the top of the pan section of each tile and one nail hole is also . ings in accordance with the Code. Spaced sheathing is not to be provided at the top of the cover tile. The nail hole in the pan see- used on roof slopes less than 4:12. tion is through the tile in a flat tile area next to the lug, which is designed to rest on the roof sheathing. The nail hole at the top of Eave fascia boards are to he elevated or a cant strip of Redwood the cover file is for an approved tile tie to be used where two or Douglas fir of the proper thickness is to be installed along the lines to the desired for the first tile The eave provide angle course. nails per tile are required. Various accessory tile elements are pro- first batten or spaced sheathing board is positioned to provide the vided for the ridges, hips and gables. , desired overhang for the cave tile. The correct spacing for the The tile are composed of one part portland cement to 3 to 3½ succeeding battens or spaced sheathing boards is then determined.. parts of dry regular weight plaster sand by weight, with 12 per- by dividing the distance between the top edge of the first botten ' cent water added during the mixing. The material is mixed and and the ridge batten into equal increments. introduced into an extruding machine used to form the tile. The ex Dosed surfaces of the tile are finished with a cementitious mate- , The roof tile are next placed with the lugs of the tile overla - the battens boarcls, riil colored with synthetic oxide additives. The tile weigh approxi- approxi- ping upper edge of the or spaced sheathing providing a minimum 3-inch headlap. Each hip and ridge tile is mate] ounds per snuare fç*owhen laid. The tile are cured nailed to the ridge supporting member with one of the typical and swc ie'1 cW uirè'Zlstrength before shipment.' nails. Each rake tile is nailed to the rake hoard with two nails. All Refer to the attached installation details, Sheets Numbers 1 tile occurring on cantilevered roof elements such as gables or eaves, through 7 for the Espana Spanish Tile, regardless of roof pitch, and every perimeter tile on all 'roofs are Shingle: The California Shingle is an extruded required to be nailed with one nail to the battens, roof sheathing, i- rri1R interlocking elements and is approxi- or spaced sheathing at all pitches and as otherwise. ri'quired mately 12% inches wide by 17 inches long overall, providing The tile are nailed with corrosion-resistant, galvanized steel, cop- approximately an 11-inch wide by 14-inch bug exposure to the per, stainless steel or aluminum No. 11 gauge box nails. The nails weather. The tile has a ribbed design, with an average nliniuii'.ini are required to provide a minimum 3/4 -inch penetration into the thickness of approximately ½ inch. The upper end of the tile has " '.- . . * supporting sheathing or battens. 1 two lugs approximately Ya inch thick and 2 inches wide, and 5 - Openings through the tile for vents, etc., are to be adequately inches apart, projecting approximately 1/2 inch below intersecting weatherproofed by a suitable means acceptable to the Building stiffening ribs on the tile base. The lugs are designed to lap over Official, and supported by additional blocking or roof framing as wood batten—boards metal channel or - spapccLsheathing, and .. required All valleys are to he provided with a No. 28 gauge cor- - " '€lë'xiii o 1a-'h !le'd'berolid ?iheaiin i'lockin rosion resistant metal flashing, extending at least 11 inches from Side laps between tile consist ox bs and grooves the valley center line each way, and are to have a splash diverter . rib not than 1 inch at the line formed as a art of '1% length inches in width extending the full of the tile. The elements are to resist movement and less high flow I' the flashing.' Flashing laps be less end are not to than 4 inces. interlocking designed lateral provide a series of weather checks. The tile is provided with ii ' Tile are to be cut to match the angle of the hips or valleys in a pair of weather check grooves across the bottom of the butt see- manner that will maintain the integrity of each unit. Nailing of the tion. Two stiffening rubs, ½ inch and 4 inches apart, extend the individual Units is to be as specified above or as hereinafter set full length of the underneath of the tile and in design this sup- forth. Cable rake tiles are required to be adequately supported ports the tile on the roof sheathing. S • , and lapped with the regular roof tile to prevent damage or leak- The upper face of the tile is provided with a pair of holes ing. A grout or roofers' mastic is to be resorted to only when . partially through the pan facilitating easier nailing. When nailing . necessary to assure this condition. Hip and ridge tile are to be is required, the nails can he driven through the remaining thick- ness of the material the The tile and engage roof sheathing. upper installed'ith a minimum of grout or roofers' mastic in the pan The, tile beyond surfaces are coated' during fabrication with an oxide color or in- - section of which should not protrude the top of the tile. tegrally mixed oxide color and raked. Various accessory tile ele- "Wind Hazard Areas" have been designated by local Building ments are provided for ridges, hips and gables. Officials where winds in excess of 60 miles per hour are likely to The tile is composed of extruded regular weight concrete occur. in these areas the nose end of all eave course tile is to be having a mix design of one part portland cement to 3.0-3.5 parts mechanically fastened to the roof structure. Alternate tile in all of plaster sand by weight with 12 percent maximum water added . courses in the field of the roof are to have their nose end mechan- during mixing. - , ically fastened to the rpof structure.. All tile are to be laid with a -. . . • ..,.. , Page 1 . of 2 '•'••'* - r . - '.. • '• ' - - .,4.,I , - ' Sf - , , . s ''' , ' • • . ,-S • ' 555 -' 1' 'S I International Conference of Building WmrnTTE RECOMMERGATIOn I . S Of1i c i a l 7" s1s, ReportNo.2656P_P. September, 1975.. '• '1 :' ' ..• . . ':.: ' (';.::",1 - s % f - .- 1 " :,_,• : , .. ,': •,, •:. Page2 of 2 . '. Report No. 2656P 7. 3-inch minimum head lap. .Where extreme wind conditions of 100 Roof Pitches 412 to 12:12 without Underlayment: The use miles per hour or over (hurricanes) are likely, every tile is to be of underlayment is optional. The tile may be directly applied to laid with a 4-inch minimum head lap and its nose end tiiechiaicill' the spaced sheathing with nailing as set forth under the general fastened to the roof structure. installation requirements above. For pitches 4:12 to 7:12 nail each D. Tile Application: D-1. Solid Sheathing: Solidly sheathed tile in every third course in the field of the roof. In addition, each - roofs are to be provided as indicated hereinbefore to comply with - tile in every other row in the held of the roof, on pitches 7:12 to the Code and with an underlayment as specified hereinafter for the . 12:L, is to be nailed to we spaced sheathing., various roof slopes. - Roof Pitches 12:12 and Steeper: The use of underlayinent Roof Pitches less than 3:12: Roof pitches less than 3:12 is optional and may be installed in accordance with tke methods require that the tile be used only as a decorative material over an specified under D-2 (a) above. Each tile throughout the roof is approved composition roof covering specified in Chapter 32 of the .. required to he secured with at least one nail. The last tile course Code. Wood plaster lath strips, having a nominal thickness of % along the upper edge of mansard roofs or roofs having a pitch inch and a width of 1% inches are nailed through the roof covering greater than 24:12 are to have one nail installed each tile. Cali- by means of 4-penny galvanized box nails at 12 niches on center foriiia Shingle tile are to have a second nail installed under these normal to the eave lines. The lath are spaced at 16 inches on center circumstances, and an approved tile tie is to be installed in the •.- - . -. and extend from the eave line to the ridge. One by 2-inch battens, nail hole at the top of the cover portion of the Spanish Tile. . as previously specified, are then installed on the lath parallel to the eave line, at a maximum spacing of 14 inches on center. As an D-3. Metal Roof Framing: The tile may be installed on metal alternate to the continuous wood plaster lath stripping, 1%-inch ' roof framing provided the supooring purlins or battens, spaced at square wood lath shims having a nominal thickness of % inch a maxiniurn of 14 inches on unter, are designed for the spans and loads involved. Tiie.design calculations are to be submitted to the may be used. The shims or washers are installed at the same time as the battens, using 6-penny galvanized box nails to bold i:oth Pieces . Building Official for approval prior to the installation of the tile at the specified spacing. Nailing of the individual tile is to comply . roof. Inverted, channel shaped purlins or battens of No. 16 gauge galvanized iron, 1' inches deep with flanges i9 inch wide, are . . . with that set forth previously for gables, eaves, cantilevered roof adequate for a roof live load of 20 pound:; per square foot. The elements and perimeter roof tile. Where battens are not used to support the tile, every tile in the field of the roof is to be nalied to . purlins are to be fastened to the roof framing providing a 16-inch the roof sheathing by means of the typical roofing nails described nlaxiinurn span by means of bolts No. 8 gauge by 1-inch long self-tapping screws, or welding as indicated in the submitted en- above. gineening design. Welding of purlins or battens to the supporting Roof Pitches 3:12 to 4:12: Installation for the tile is the in Paragraph D-1 (a) same as above, except that the underlayment construction is required to he performed under continuous special .' inspection in accordance with the Code. All tile occurring on canti- may consist of one layer of 30-pound organic fiber felt or one layer levered roof elements such as gables or eaves, regardless of roof of 45-pound asbestos fiber felt installed in accordance with the slope, are required to be mechanically fastened to the purlins or Uniform Building Code, using a 3-inch side lap and a 6-inch end battens. Number 8 gauge self-tapping screws are to be used to lap. The wood plaster lath shims are not required, and nailing for the individual tile is to comply with that set forth under paragraph secure the tile to the purlins in accordance with the nailing instruc- for tions roof pitches involved. "Installation" C and Paragraph D-1 (a) above. (a) Roof Pitches less than 4:12: The tile may be installed on Roof Pitches from 4:12 to 7:12:. Installation for the tile is roof pitches less than 4:12 over a metal roof deck which provides' ...... the same as in paragraph D-1 (b) above except that the use of underlayment is optional over solid sheathing for these slopes. Nail the necessary watertight integrity and support for the superimposed , - each tile in every third course in the field of the roof. Where bat- loadings. The tile are fastened to the metal purlins as specified . . under Paragraph D-3 above, for all rake and eave overhangs. Tile .. tens are omitted, nail every tile in the field of the roof with one in the field of the roof do not require fastenings to the purlins at nail. - - - this slope. ' Roof Pitches from 7:12 to 12:12: The use of underlayment is optional. Batten boards described (b) Roof Pitches from 4:12 to 7:12: Roof pitches 4:12 to 7:12 as under the preceding speci- may omit the weatherproof metal decking under the tile and rely fications are to be used for all installations at these roof slopes. An ' on the tile to provide the necessary watertight integrity. The tile underlayment consisting of one layer of 30-pound inorganic fiber felt or one layer of 45-pound asbestos fiber felt may be used with a are fastened to the metal purlins or. battens supported by the roof framing in accordance with Paragraph D-3 above. Each tile in the - 3-inch side lap and a 6-inch end lap. The method of attachment of field of the roof is fastened to the purlins every third course. the underlayment is to comply with the Code. Nailing for individual tile is to comply with that set forth under Paragraph C, Installa- (c) Roof Pitches from 7:12 to 24:12: The tile may be consid- tion. In addition, every roof tile in every other course in the ei-ed to provide the necessary watertight integrity without the use field of the roof is to be nailed to the battens. of an underlayment or other weatherproofing systems. The tile are .. (e) Pitches from 12:12 and Steeper: The use of underlayment fastened to the metal purlins or battens as specified in Paragraph D-3 above. Every tile in every other course in the field of the roof ' •. is optional. The underlayment, when used, and the batten boards is to be fastened to the purlins by means of the self-tapping screws are the same as for Paragraph D-1 (d) above. Each tile through- out the roof is required to he described in Paragraphs D-3 above for roof pitches of 7:12 to • secured with one typical nail. 12:12. Roof pitches of 12:12 to 24:12 require every roof tile D-2. Spaced Sheathing: Spaced sheathing is not to be used on throughout the field of the roof to be fastened to the purlins by ' roof slopes less than 4:12. Underlayment is required in all areas means of the sell-tapping screws. The tile are not acceptable for where ice and snow buildup are likely, where blowing dust or sand use on mansard roofs or roof slopes in excess of 24:12. occur regularly, or where extremely high wind-rain conditions (hur- E. Identification: The tile may be identified in the field by ricanes) occur. means of an imprint in the mold stating: "Burlingame Industries, . ' • , (a) Roof Pitches 4:12 to 12:12 with Underlaynient: Underlay- Patent Pending, and California Tile or Century Tile, Inc., Albu- ment installation, when used, is to consist of a single layer of 30- querque, New Mexico. . -•.• . , pound asphalt saturated organic felt or equivalent asphalt coated III. Evidence Submitted: Physical test data and detailed draw- - • 45-pound asbestos fiber felt laid parallel to the eaves with a head lap of 6 inches and a side lap of one rafter spacing. The underlay- ings are submitted. . ment is to be pulled tight and fastened to each rafter with roofing . Recommendation . . nails at 10 inches on center. The spaced sheathing is then installed • . . over the underlayment. Nailing for individual tile is to comply with that set forth under Paragraph C, "Installation" Reomnienatmon: That the Concrete Roofing Tile are an a ternate fire-retardant roof covering to that described in the Urn requirements above. For pitches 4:12 to 7:12 nail each tile in every third course - nd on uming Code, subject to the following condition: The tile installation in the field of the roof. Each tile in every other course in the are in accordance with , this report and the at- . field . . . e of the roof on roofs having pitches from 7:12 to 12:12 is to h ace details. . ., be nailed to the spaced sheathing This recommendation is subject to annual re-examination - . . .. -. •• ., '.t .. . , . . , . ,, ,,.. . ,_, t. • ... . . . • . . - ' j ..._, . •. , ,• , P ....,,,, , _*4f( •. 9L .. :" t - b - - * 14 1 / - CHRIS CHRISTAKOS P E ~C29054 229 Eveningside GI Escondido, Cali f. 92026 P (714) 741-5102 .. -. - p • .. PC crio : Fori._- /'7'015&P- L) Hc4D_ ZY /DEP IZ4 HAD irlLw 1 Cr 9z2 z.7 t P .. 4 - • 'P .: r - C ((0 s Qr NO C29054 1 1 P .. V'4'- 7 /1' J7l4A'1 . . 4- > .•' • '1 1 - ' 1••1P 0 • . l-,., • . -S - • . S . S : • •.•I•S •i. ;. :. ••, ' - , ', • -. P 1 - I t 'V itl ••V •,- • . I • • S. • - ,-;:.,.,:, •,',! .',: •b '1: • •A.••• I. • 11 - - ji1 .L , •.- - t •i.Zf4 ell ,c af /00 pcF O ~5J Z4 ° ce 3 r - 1' O pF =Id, osr 5oPC OooF 1 /60I-SF -.- 767- /o,iz?O p F -; CH6c * - ± '• -• _ - p Sep VfC! Lao= . 040 Z40 S 4X/4 p F / HCDE 4X14 p F 2 - I. A i _' '/l.•_ .L--- ". t J_. Z4d WXt" f' 4 I C -wrn i J ,.j,. .4 o ,z OPZ I 4 0T7 (.24/.'AI;sr'Q2 Oixz.l -P22 = OSZ 5,1 ry * - 2 di ' c d o j=c7/o7 j . . • jco 3S075 ,ScJ 0 4/ . I C 12S2JL 3AZ ''4 ••' • '.••-• •••. ••. • • . . •. r35J / 600A'4/7d1 ,3y' 1 j5c' 0 -0/ .• •, '4 • -, • • - •-. • 1 • •• . I I I t / 30/ - 5 1)13 71 7/I' : - : a-;- - ----------------- --T, Ali - County o .San Diego - Community Services Agency •, .. DEPARTMENT OF LAND USE AND, ENVIRONMENTAL REGULATION 9150 Chesapeake Drive . . 325 South Melrose •, .. : 200 - L East Main SanDiego,CA 92123 Vista, CA 92083 . ,. . El Cajon, CA 92020 565-5920 (Zenith 7-0888) 758-6711 (Zenith 7-2001) . '579-4511 (Zenith 7-1398) RESIDENTIAL FIREPLACE AND CHIMNEY CONSTRUCTION DETAILS AND SPECIFICATIONS \ : —SPARK ARRESTER i ' . . " : , Date -11-14-79 FLUE LINER -Tract No. or Job Location Esturion St. CAP Carlsbad ,California - ONOliA - - -CHIMNEY FLASHING . : Name & Address—Owner PaulA.. _Swanson 1540CalIeVioletas;Eriinitas,_Ca. STRAP ANCHORS - Name & Address Cbntractor Icert_ Builders,Inc. .5--V 2431La_Ramada _Lane, Esc.,Calif. .. . ..il - . S. UIIING . . DIMENSIONS CHAMBER SMOKE 1 OAMDEN 'S . Dimensions shall be not less than listed in table of General Code rWRoAt . L.?AEL Requirements SMOKE 1 SHELF ,' -'.5 - ., ,4. 5- . . S. SHELF aREAST Width of Opening-3 '0t_ Height of Opening ' S.. FIREBRICK FACE . . , ,, . ., -,,, FIREPLACE . Depth of Firebox 70" Size of Flue LU __Xi./ FIREBOX •1 .OPRVNING . -. - Width of Jambs Each Side of Opening 12"_Mi_m. UIiTEI. . 'S-V . V.. . . ,. . Height: Top of Foundation to Top of Chimney - .sw I '4E.ARTI4 -- . Ash Dump & Clean-out Fittings Required: es No X - : Special ltems& Modifications Applying to this Job: - - EITHER AS PIT PARTS OFAFIREP.ACEANDCHIMNEY •. -- ----- SPECIFICATIONS Scope: . - - . . S - - •S period of three minutes, with the amount, water required to produce The following specifications. including special items and modifications, the desired workability. ., . 'shall govern the construction of the fireplace and chimney. Re-tempering: Work Not Included: Permitted only by adding water within a basin formed or mortar and Any concrete work, furnishing the required vertical reinforcing steel. , the mortar reworked into the water. Mortar which has become harsh furnishing or placing vertical steel dowels in the fcotirsg and non-plastic snail not be re -tempered or used Work Included: V V Grout: All labor, materials, equipment, appliances, anchors, bolts, misceilan- Grout may be composed of mortar re-tempered with water. , eous iron work and all other reinforcing steel, including setting of vert- V ical steel as indicated on the plansV and as herein soecified. ,loints: All ioints exposed to the weather shall be tooled ....... . V Materials: , Materials shall be as follows: Construction.- V V V Water shall be clean and potable. - When the bricks are being laid, they shall be sufficiently damo, and the Sand conforming to "Aggregate for Masonry Mortar,' ASTM C 144. mortar sufficiently sefVt, so that the mortar will remain plastic to permit Portland cement conforming to ASTM C 150. the units to be leveled and plumbed immediately after being laid with- Lime putty made of high calcium lime and aged to insure complete out losing bond. All masonry work shall be accurately executed and in siacking. . . conformity with the plans. No Orick less than Y length shall be usea in Hydrated lime conforming to "Hydrated Lime for Masonry Purpose," exposed Work. Head and bed joints shall be solidly filled With mortar ASTM C 207, Type S. V and brick shall be shoved into olace - Steel :einforcing conforming to "Deformed Billet Steil Bars Concrete Fireplaces are generally of two types. One type is constructed on con- Rein V forcament," ASTM A 615 - Grade 40. crete slab floors and the other type is constructed in a frame floor using Brick, meeting requirements for "Building Brick," ASTM C 62. V a cantilevered hearth. 'Block meeting the requirements for "Hollow Load Bearing Concrete The generally acceoted method of construction of a fireplace from the Marnnr, Units," ASTM C 90. - hearth, up is as follows: The fireplace is laid out; the tack of the fire- Flue lining conforming to "Clay Flue Linings," ASTM C 315. ' place is constructed to a scaffold height aoproximately five feet; ard V then the firebox is constructed and backfilled with temoered mortar. V Mortar Proportions: Do not grout solidly behind firebox wall. Slush loosely behind firebox Mortar shall be composed of one part portland cement and 4t4 parts 'wall to allow for expansion of firebox. dry loose sand, to which shall be added not less than % part nor more The horizontal steel may be placed either in the mortar bed joint or in than part lime putty or hydrated lime; orcomposed of one part plast- the grouted area. ic cement and three carts dry loose sand, to which lime maybe added V V Some- fireboxes are constructed without the f3ce. ;eaving ties so the not in excess Of 1/10 the volume of cement, all parts by reasonably face ma"-be added at a later date, while other fireboxes are constructed accurate volume measurements. . . . S S • simultaneously with the face. Either way is an acproved method of V construction. Mixing of Mortar: • In masonry chimney work, temoered mortar grout shall fill the vcid - All cementitious materials and aggregateà shall be mixed for a minimum " ' between the flue lining and the masonry wall. • ' • " - LUER NO. i8O.Pace 1. Rev. 5-16.78 - -: '-.' :-. -•- - ' CHIMNEY SECTIONS 4 .4 - - -- - - BRICK SWA Calls - - - - -4- --J --- \ _ Width 0clerim C .- -•it t - - PLAN AT TOP OF HEARTH OF OPPOSITE - - FACING DOUBLE FIREPLACE Flue An. BRICK BLOC Bond 4 / - - —f- - - -k Flaswil k _________ : - • 1 L OS TT 3: - 'Opening - -, c - - -- - PLAN AT TOP OF HEARTH 4 Ii C) AnchorageBond - Soefl A,4U - - . - , ffE. Horizo, Slim Reinforcing L. I Ties !.It rhamonry Horizonrit! Omil for ainfoircing J,, rL 7 11! 1 CI.*.en. I Vencal ump 0 Hamm Slab 1:1&id! 11 Firebox Wall Reinforcing J 1'-N Thickness Footing T T Footing Grids T Footing Width VAdth W. Ill,- Finished Grids Natural Footing Gradis ling Ban in th -T Concrete Footing - I H Rtntorirn3 Tie Clnmcg Anchor J: L° F~~5 4 . Flaming iH Strip . __--__ - 2-Ic 301(1 - U £Lj4" cojicrito maonry ond , s •-j •- Exit sine cliy lu. (rung chcrlq, r—'I 4 %14fl groUt b,tw,.n Clearance (---- - Wood Manisa, TT( - Mitt. •---1 '- : - 6" Min. 4. Vast R /7 o.oi L 4 in 4" Thick 0 First= !nside H Outside Masonry Unit Firebrick / i TbKKnem c Hoot Units 4J Reinforcing: is 20" Lag it solicad to Lintel fooring dowels. He" (LA. City Code i: No saiics) Ash Thickness F,bflkjT 44 BRICK FIREBOX AND CHIMNEY - 4 BLOCK FIREBOX AND CHIMNEY - -. WOOOFLOOR - ------- ONCONCRET.ESB--- -, - 4, 4•-.. - . 4 - - . .4, LUER NO. 180 Page 28ev. 5-26-78 -4- 4 ' d '.'I' :ç. '.'ia ,, J af., '' 5,;.:'t, ••' .T..r.t.#&trt t II 0', , .. .• , , •, - , .'t , GENERAL CODE REQUIREMENTS - 4 AopimtoLa,AngdwCaonoyraquj,om -- 14 EXCEPTION. Chimneys cocmuucned of hollow mnoory unit! may fray, aernicil reinforcing boa', sauced to footrngdowils. provided th.tth,tplicCes inspected to the '' 's,• prior grouting of weal, .• . a , . -. , -'-----4-,, . . .. * " - ANCHOR TIE CONNECTION REQUIREMENTS FOR TALL CHIMNEYS - OCIGIaT Or OMAU, colween wtOl STRAIGHT Upoarweasy - so-' ot"ROn. " H AbOVe TIC SQL? TIC TO MAIL?' 4 50044*4 30*1 'INTO Nail,?' .4 4tmmtP - - r..- reu000sew TO A.l1R5 04401*2'S 50444(4 TO RAFTOSQ 04 .IST5 . - .. 10' 2.14" bolts 7-I6d nails 2-14" bolts 12-164 nails 2-5iir' bolts r's 17 9.16d nails Of 14-113driails Local or Spociaf -ITEM Latter Los An Oty Uniform Building Cod - FHA & VA - LA. A,w) R.pwr.msncs Nweth Slob TIrlcs A 3" it outer edge 4' 4' atchimIwgedge Slab Width . 9 r tr r (Eodtsidsotoosrnogl I •• Hearote Slab Length C t 20" 18" 18" (Front of opening) HweifsSlabR.infoaostsg 0 llacrpte5ondicwartochimn.y 3 at 6" O.C. or Metui,idifwe,tilamtedin - - flat 12" Pesillel to chimney IL . I 4 at 10" . .- Otfl coflflection with raised wood fleiotorcingsfrsll be 1W' below lloorconoomcolon. I a' toe of slob. ways 6 T hickness of Wall of Firebox 8" common bock may includ. 113" common brick or 0" when. 3" includingminimum 2" firebrick 4" lirionch lining lining is a firebrick .d. lining- 2" woe, no lining is - provided. Oistasca from lop of Opening F 6" 6" 6' olIn.: 8" recommended. to lhroat Smoke Chamter Edge of Shelf S 0" afloat ofitet, ReorWall-Thictaneu . 6" raluioaraginqmay • -*- - be omitted if wail thickness is Front &Side wail-Thicknna ronfnornofLondnrwonry. . Farm dompor is niquirvid. Chimney H •Foaar i,4 full length hart for cnimne'o Four 44 lull length bars for chimney Four .44 ban lull length, no _ Vertical Reinforcing ' to tO 40' wide. Add two 14 hart for up to 40" 'Ado. Add two 44 bars for tplici unless welded, • raCy aOditionai 40" or fractton of each additional 40" or lracttn of - , •' ' wrdth or earl, aaditionai Rue. Bars width or torn sddittonal llua. - ' . " • - iron, fin, boo 24" OC. max. taco, - ettena from fig. to no, Ins than , I , I _ • ,• - 36' 4300, solace shelf. Horizontal Reinforcing tea at 12" atone 3/8" or two tea at 3" and two ties at earn . T :in at 20" and two net at earn bend in vertical coed. bats at 24" , hand in vertical steel. Bond 8ums . . K "Iwo 4" bats at tan bond beam No specified regulrtmentu. Two 4" bats at top band boom 4" - 4' high. Two 6 born at snchoragu L.A. City e,00ireenentn are good. biglt. Two '4" baa', at anchorage bond prsctica ' ' beam 5" high. FireplaCe I_intel 1, V2:o-' s3"s 3/16" angle in 3' lncumoaauttbfe material 2:0' n 3", 3/I8' angle with 3" -- I and bearing or reinforced masonry i , •. end boating or concrete bond beam. . Wall, with Floe Lining U '1" grout around lining, 4' non. Brick with grout around lining. 4" Brick with grout around lining, 4', - - i from flu, lining to outtide fact of mm. from flu, lining to oulotde win. from outside flue ilning to coimnsy. loon of chimney, auumde lace of chimney. Wells with Unlined Flue N '8" Solid mesunry I 8" Solid masonry B" Solid rna040ry - Oiatanre Between Adiaciat U I •," including flu, liner thickness -I" including tue fines 4' wythe for brick .. Flues Effective Floe A.i, P Rorand lining 1/12 or SO oo.in.min. I/tO for ctrimneys onee IS' high (Based or, Area of Fireglaca Oamttaro fully open sf1.11 be not Recoaoqular fitting 1/10 or 64 and over Opcningf .. we thai, 90% of the ragteirsd to. in mm, 1/8 for chimneyofeai '1 , lfua wia. Unlined or limed with firabtica-t/8 . or IOU so. in. wIn, Cl.anrcai 0 • I" wIre" outside of wolf or 4" 14" from subif oar or floor or roof Wood Frame I" clew • gypsum booed sheathing. 2" when entirely nothiti ttrccttars 2" from framing members . ta Cambwttbl, Metoald - - r to firenlacs opining 6" -nirs. to lireolare onantng, 316" to edge of lireelcca lrfesmonngwheymotealai pro . 12"from ooemngwren prnjactirsg - Abe,, float 2 at 10' ncr lOOtS no, I/B for so, I" more IrS 1%" Ancnorega S All cntmne-ya. eotanoa & Interior. Scrap 3/16" u I" 3116-, I'. Emborimant into chimney - Mire. 18" a 18" hookad around outer bar w/6-rat. 8" roobed ,mund outer bat Number ' 2 -- 2 2 Ftsron to 4 joists I 4 Joists 3 alsO . Bolts Two-I',' die. • Two 4' Wa. Two 14' Die. - P001mg 1 ,, • n , ' Thic4e . . 12" ml,, - 1 2-min. . 0" win. for I tIara chimney 12" trio, bor'Z tart chimnri . 6" earl, ode of firepleca wail S". each sde of fireplace f 9" eecln ode of fireofaca wall. ' - 'a 46 44 1 42 4° 1, 38 5 38 -34 32 a Z 30 ,25 26 24 LY - -, - v_• a •.: : L. r CHIMNEY REINFORCEMENT . ANCHORAGE OF CHIMNEY TO BUILDING I . . if Every chimney shall be reinforced with at least four 4 / It ' is required by all codes to provide anchor straps from the diameter vertical reinforcing bars. The bass shall extend the full chim' to the building when the chimney is outside the building height of the chimney. The bars shell be tied horizontally at 12" . and against the exterior well. For a standard size chimney with intervals with not less than diameter steel tie at each interval ,. one flue, steel straps approximately 3/16" x 1", or standard FHA or 2.'!." diameter ties at 24" intervals. Ties shall also be provided anchor,, are embedded in the grout and around the reinforcing at the bend in a bar where it changes from a sloped position to a steel. They are attached with 244" dia. bolts or 44/8" die. x 3" vertical position. Maximum slope of vertical steel should be 6" lag screws to framing members. Bolts or lag screws used in all horizontal to 12" vertical. . . anchor, must each be in separate holes. Where the width of the chimney exceeds 40,' two additional ' se"Orion— A" diameter vertical bars shall be provided for each additional flue ., .. _ incorporated into the chimney; or for each additional 40" in. -i .... .width or fraction thereof. . ' The above reinforcement requirement will be adequate for 77, arlata chimneys to 12 ft. above anchor tie. . .,.' . • —' (.L I. SMALL CHIMNEY ONE FLUE BRICK 60' or on use 2 inchon Lao Jthu partd _24 - 11: '. / ' 4aChafl at each end \' s ,, - " Joistse.rsandiculo . . _ ._ , ' . More than 65' use 3 ahan . . I o i Lao F Al,' ')1t Mom thin 14 1 i WIDE CHIMNEY 2FLUES . ji F 77 Lao Anthari at e.th end and in cmi., a GASLOGLIGHTER •r . ,.- ,'. Installation of a gao log lighter should comply,with local regulations for gas appliances. ,. . The gas shut off valve should bean approved A.G.A. appliance - . and must be outside the masonry fireplace and not embedded in WIDE CHIMNEY 3 FLUES ' . .. . the outside hearth. A swing joint consisting of at least three elbows , should be installed between the gas shut off valve and the log lighter pioe. This is to prevent breaks in. the joints in the event of J , movement or settlement of the fireplace. . . . ,7" ' It is recommended that the gas log lighter be 1" above the ash (/ CT )7 bed and definitely not buried in the ashes oran sand. FLUE AND CHIMNEY SIZES aao,n,n.a Oi,n.eaon of Fin. Liainq ncw,i Onind. Dia,ann,onaot Fin. t..niaq - Ett,,un. Flue 4,l Man, A,.8af Fir,t.e Ooaai,q Min,,n.n. Outoid. ,. Oi,,,.a.,on of Chinrn 514" Round sw Round 35te, in. 390w. in. 17", 7" 014" 3' 044 ac' 2%" 69 an. a. 690 Q. in. 7" .21"'', OW' 17" ,wl 814" • 6%" Sian. in. 870 an. a. 17" a 28" 13' Round 12%" Round SI tea, 1092w. a. 21" a 21" 0". 18"noaa 0". 17%" 1138 112048,ia, 9", 28" 1Q"021"onni 15" .2!" I38te.in' l38O,n.n. 7.30 ... 13- 17" -4 ¶2%". 16%" i34w,in., 340te. in. 21". 25" 13" • 21"and 12%' .2!" 173 an. in. 1730w, in. 21" .30" ii" a Ii" aa 6%" • 8%" 171 W. in. 1710 in. 25" a 25" ii" • 21" and 18%" a 21" 223 an. in, 1310.q. in. 25" • 30" 2'...2 21" 21" • 21' ?85.n,n. 2500,n.,, ' FLUE SIZES " ': •' . ' The area of the fireolace opening is multiplied by the flue area ratio to obtain the minimum required effective flue area. The size of the modular flue lining selected should be equal to or larger than the required computed area. . PROBLEM: . . . Find proper flue size at 1/10 fireplace area for a fireplace 48" wide by 30" high. SOLUTION: 1. Find 40" fireplace width at bottom of chart Width of Firaua 0810in9 (Iigh)' . 2. Find 30" fireplace height at left side of chart ' GRAPH TO DETERMINE PROPER FLUE SIZE . ' 3. Follow height line across and width line up until they r intersect. FOR SINGLE FACE FIREPLACE . •, ,. , " 4. Proper flue size will be nearest curve above intersection.: ' - — Use 17 x 17 or 13 x 21 nominal flue lining size. I. -. . LUI1 i'du. iu rage '+ rlev. -o-io I -, . .. S.. - ••SS 5_ 4 . -' - WOOD SILL PLATE ATTACHMENT USING HILT! DN72S3b - p - Pin Diameter: .145 inches Pin Length 3 inches Metal Washer Diameter:. 1-3/8 inches p •....'.— 5- _ . . . I ,55 ... -. 5• . . . _5 . 1. Approved B --ICB0 for shear and non-shear walls 1 See ICB0 Report No 1290 -c-City of Los Angeles for shear and non-shear • walls See City of Los Angeles Report No 2582 S • . .• S S -. S. --OAC for interior non-shear walls in schools at 32-inch spacing I. Foaturea --Less splitting of wood and Aess, concrete spall due to 0 14-inch'fastener diameter --Installed with safe lou v6locty DX350 tool s4 • • --Fast installation with tirne-saving.DX350semj_, ..'. -- 5 automatic tool . • . , -' I ,- S p p : :. 4_•_•_" '5''4 '55 5 * . . •, MAXIMUM SPACING 151 3'Ifl SIt Skit uvtALL Y.140 511E5 INYSQIOS IMISSICIS AMD CATALOG ISNTH DIASSLTLR D165tT51 swasu IiO515HUR ItOtiAWIAS NULIIIER (lathes) (acks,) (IrcIaci WALL WALLS WALLS DN72 3 .145 .. 1.5' . 3.0 .. NK72 3 .145 1.5' 3.0 1.5' DS72 3 ' 34 .177 2.0' 4.0 2.0' t j ls of. :..i.nternaflonat, Conference Budding Officia Repcirt No. 12- COM M ITTEER EP O R T June1911 S I EX1ERIOII OR PERIMETER SILL AND iii. Evidence Submittedi Independent laboratory tests are D471 7.1110R PLATE ANCHORAGES. inited ITILfI INC Fi ndings r sfluifl 1111,11 FASTENING SYSTEMS 3(0 FAIRFiELD AVENUE ' 0 IV. Findings: That the Exterior or Perimeter Sill and Toterlor STAMFORD, CONNECTICUT 06004 . fl'ne Anchorage are an alternate method of anchoring wood sIU s' • plates to that of the Uniform.Building Coda subject to the 1. Subject: Exterior or Perimeter Sill aiidlnterior Hate Anchor- following: -. me spacing of the fasteners do not exceed those sbo in il. l)eseripdon: General: The fasteners are designed to be in- . Table No. I of, title report. . . stalic:! Ii' means of a low velocity power actuated tool. Six types ing The exterior !l1I fasteners am centered In the wood sill, at it the of faslt-niiiK took art! available dependi 0 IIer FU1Øk . not lee, than 1% inches from the edge of the concrete .l)X350, Th DX400, D5O0 and DX600. e faste:iintool are to be .. 53. The fasteners are not used to fasten shear weUs having a used with the several fasteners in accordance with the manimfac- . shear iii excess of. 100 pounds per linear foot. -. . .4 turer's recommendations. . . 4. The fasteners are not used to attach.pla.tes to the perlrnotar 'Ihe wood sills shall have a 2-inch irunimsim nominal thickness of concrete slobs where: . . and be attached to concrete foundation wails having a rnnimtirn (a) A cold Joint is made between the slab and the founds- cunng time of seven days or a nuulrnumn ultimate compressive 5 the tete . 00• . strength of 2000 pounds per square inch. The fasteners are listed. driven ................0 . . . . .(..) .The plato , installed on slabs ,up907td by fodndon, in T1le No. I of this report and are to be with a. .08-inch- thick, 1.425-inch-diameter washer provided with th fastener. ibe ,., .. . . waUs forned of concrete be : . .. fasteners may have a minimum concrete edge distance, of.l% . . . 5. The Fasteners arts not Installed until the concrete has cured inches. - . . . . . -. .. . - for a minimum . of seven days. or until the concrete . Identification: The fasteners are identified in the field by meatis ' . reached an ultimate compressive strength of WOO posmds -'.5 of the word ''hlilti' stumped on the -)remounted steel washers. . •- per square Inch. . . . Where plastic washers are used, an 'H is imprinted cii the bead of the fastenes This report is subject to annual re-ciaminatlon. + TABLE NO. i—kUOWAII FASTENER S?ACIGS" pe -irs are based upon the attachment ci 2-inch nomlati thickness ti Croup It species wood sill plates to 000crete floor sabs or footings. . . . . . ..,,....... - . For other species of lumber. multiply the required soaclag of fs.stenen . I,), shear walls by .8t for Grin, p Iii species and .8' for Group IV. ,'lhe fasteners shall not be used for the attachment of sheor wall: having . 0 . unit shear in es-ess of 100 ound, per (cot Spacings sbon are lade- . .. . ,_ pdt if the ,,urnher of bul(iing stories. . . . . . -. • . . 'All wall, shl) hoe fiteneri placed at ft incites from ends of sill plates 0 with masirnuin spacing between as shown ai*,ve. • 'Fasteners indicated ball have two pins placed tj inches and 10 Inches . • • . • . ' - 1 respectively ill plates each end of i plates with m,ri.num spicing be- ' '. 0 • . tween , soOwn above. a -• 0 0 • 0 • 'Fasteners indicated when used with two siry shiar wall,, shall base two • - - .5 0 0 0 0 • . .........- pins placed 6 Incites and 10 itches respectively (ma .tecli miS at sill 0 0, • 0 •• - plates with maximum spacing between as shown above. o . , .. . : - I . & a 0 1 0 • 0 0 - . . . •. I S 0 0 • . 0 - , , 0 5. 0 0 , ,* 5 * I le .. ' -" •:- ......- '-- - 0 . -. :' St S. 1- • 5 Page 1 of 1 0 • 0 0 0 _0 ,, S .1c, . - 0 ........ ..t 0', •0 ' c, - . 0 ..s - .- - 0 . .*.••...,•. , O • 0 5 0 0 ,f5f.. :. t. 0 • .. • .,- • • . , 00 ,'- I T T4T TTT k fi WOOD SILL PLATE ATTACHMENT -- USING HILT! DN72S36 : . Pin Diameter: inches .145 .. . Pin Length: 3 inches S Metal Washer Diameter: 1-3/8 inches , -4 Approved By --I.CBO for shear and non-shear walls See ICRO Report No 1290 'S -.-City of Los Angeles-for shear and nonshear?.4. • walls . . ..••. . .- See City of Los Angeles Report No 2582 --OAC for interior non-shear walls in schools at 32-inch spacing -. -Less splitting of wood and less concrete . . • -4 spall due to 0:145-inch fastener diameter Installed with safe 'ou vc loci t DX350 tool -Fast installationwith time-saving DX350 semi-... - automatic tool . . . . .5..' 4. - ,-,.,.'. , -•• ..... - . .. MAXIMUM SPACING IN PUT uria,oa 1111"r. - . OVERALL tilD 5HAk IUY5'?I0R 111IT5Rltl4 t.*B CATALOG IlNeTH OtAMITLO DIAMETER sit. MONPUUI1 NOH&hIAa *IU&IUER it rich (inches) (In'aos) Watts WSU* WALLS D72 3 . .145 1.5' 3.0 1.5' NK72 0S72 3 3 % .145 .177 - 1.5 2.0' '3.0. 4.0 . 1.5' 2.0'.' 1± .] 111 'Internanonal Conference of Bufldng Officials RepCrt12 ES(ACH COME RPO1 Xl LiUflIt 011 II RIMF 1 F B SILL AND Ill. F idcnco Sut.nittedi Independent laboratory tess are sub IVU MOB PLATE ANCJI0It4GES mit ed llkfl INC .si r ri ifluiflg 4 1111 .11 FASTENING SYSTEMS • 360 FAIBF1ELD AVENUE IV. Findings: That the Exterior or Perimeter Sill and Interior STAMFORD, CONNECTICUT u6904 Plate Anchorage are an alternate method of anchoring wood sill - plates to that of the Uniform Building Code subject to the ,. - I Subject:Etti or or 11crtiii, t. r Sill and Interior. I latr Anchor following ugcs. The spacing of the fuateners do not exceed those shown In ii; Description: General: The fasteners are designed to be it'- Table No. I of this report.. stalled b' means of a low velocity power actuated tool. Six t)pes The exterior sill fasteners are centered In the wood slilj at of ftstennt)? too klw the fastener ools available are Models DX)(X)L, not less than 1% Inches. from the edge of the concrete l)X350, l)X400, D(500 and DX600. The fastening tools are to be 3. The fasteners are not issed to laden sheer walls having a used with the several fasteners in accordance with the manufac- shear In excess of 100 pounds per linear foot. - • 1urcr5 recommendations. 4. The fasteners are not used to attach plates to the perimeter - The wood sills shall have, a 2.-inch minimum nominal thickness of concrete slabs where: and be attached to concrete fotuidation walls having a minimum (a) A cold joint is made between the slab and the founds- curing time of seven days or a riurilm m uin ultiate compressive . Lion below the plate. strength of 2000 pounds per square inch. The fasteners are listed' in Talle No. I of this report and are to be driven with a .08-inch- The plate is Installed on slabs supported by foundation •- thick. 1.425-inch-diameter washer provided with the fastener. The walls formed of concrete bck. fasteners may have a minimum concrete edge distance of I 5, The Fasteners arc not Installed until the concrete has cured 't inches. . for a minimum of seven days or until the concrete has Identification: The fasteners are identified in the fiehl by means reached an ultimate comçiesslvo strength of 2000 pounds of the word Hilti stumped on the re,notiiited steel washers. . per square inch. . - . • . %%-'here plastic washers are used, an H imprinted on the head . . . of the fastener. . .. ., This report is subject to annual teaminntinn. TABLE M} I—ALlOWABLE FASTENER l.?AClK3" - . . .5 . . 1 -'• .•.. . . 'Spa.5rgr are based u;.on the Attachment of 2- inch nominal thjckne3l -. ' . -. • , ........- 1' Croup 11 species wood gill plates to oonc'ete Boor sat,a or footings. .. 0- . .5 For 1t her species st hi ,,,hr, multiply the required j act ot fajteners for sleas walls by .81- for (r0ssp iii species and .6 for (group IV. ., , .• . . : : . . . 'The fastener, shall not 0e uscd for the attachment ba'tsa • . . . a unit shear In gracew of 100 pounds pee foot. Spacings shown are Inde- . . .s . iseo4ent of the number of building stories.I) 'All ws!li shalt have fa,tenesi placed at 6 inches from end of sill with ac,mUn IPnCI.I o h-tween as shown alve. . .• .. .. . . : .. . •I ' , . . .5 • - . . -'• - . r. . .:. - Faitrneri indicated shall have two pins placed b inches and 10 Inches J ... : • . - . . . ", respesively from ea.eh end of of-11 plates with tnsrl.num ,pacing-b.- : • . -. . • •••. • tweet, as shown above.. • . . . . . .-Fasteners indicated when used with two story .h.sar wall', shall hsse two • . . , ..• . - pins placed 6 incIses and 10 Inches respectively from each end of sill . •........................ ., platei with majimum ap.clng bees eats as shown above I Ii. I ... .v •- •, - ............- •.': . . . - -S .• ,. • ,- • .,, -, . --.,, 51 - -. . --;.,--•.-.•.••-.•.-- -' '_. • ,•—.- ..-,,,I•, -.Jt •• ., If I -'5 I, • ., -, '• • ...................... -. - ...1 - --i .'_'v' I I l IC -IS I - • .. I ' • - -4.- - ,.c... , • 0 page 1 of 1 I is •. ..• * INC BENTON ENGINEERING, APPLIED SOIL MECHANICS - FOUNDATIONS 540 RUFFIN ROAD - SAN DIEGO CALIFORNIA 92123 PHILIP HENKINGBENTON January 28, 1980 -fl-. •. PRUIDINT CIVIL ENGINEER TELEPHONE (7I4) 565.1955 Ekert Builders., Inc. 2431 La Ramada Lane J Escondido, California 92027 Sub1ect Pro1ect No 80-1-23M c Inspection of Lot 559 La Costa Meadows Unit No 3 Carlsbad , California Gentlemen: In accordance with the request of the Building Inspection Department of the City of Carlsbad, A we have made an Inspection of the soil conditions existing on the sublect lot. An inspection was made by a representative of our organization on January 26, 1980 and r it is concluded that the soil conditions are essentially the same as presented in our report on the grading of this subdivision dated October 19, 1972 The soils in the upper three feet below finished grade were classified as Type C (non-expansive) and therefore speciai design and precautions for expansive soil conditions will not be required on this lot. If there are any further questions concerning the soil conditions on this lot, please contact us. Respectf !y submitted, BENTON ENGINEERING, INC I V I By R. C. aemer Reviewed by Philip H. Be4oK. Civil-Engine'er RCE No. 10332 Distribution (3) Addressee RCR/PHB/c - t I - - — ' 12)0 FLM AVENUE TELEPHONE CARLAD CALIFORNIA 92006' (714)7231181 Building Depart (Cttp ol (arLt / RESIDEN U5 I, ffrMCAELL, Permit 'No., is Date ERTWIATE OF c1PLI1NcE WI1H LNEGY DESIGL EEQUIREJUTS 1O{1AINED I ARTICLE L PART 6 TJILE 24 4LIFORil/\ AR11, CODE - d i J.E.Eckertedent , hereby certify tnat I am familiar Eckert Builders, Inc. • with the state energy conservation standcrds nndatd in CAC Title 24, Section 1`20-14-01 through T20-1406, nd t hat the p nd ocher documents surn'tted in SUP pO t of tie application for a bui lding perm i t- at- 2802_Esturion_scars Address 215.380-17 , _Febr'uar 6.. J 9B Assessorts,ParceJ No. Dated comply with all current r qireme s of t ese regulat tone tgnature Ti ti e Pre s /ent, Eckert BuilderIn ç - ( Architect, Engineer, Ccmractor, Other.) State License or Certificate Mo 3601 Date Feb. 6, 1980 Submit to the Building Department, with permit application. • • - • ,• • F • • •• • I • -; _________ - • • • • 7-9-77.•-. - -' e. '- '-• "' :LEUCADIA COUNTY WATER DISTRICT . • APPLICATION FOR SEWER SERVICE I I I Owner 's Name F B Simpson Phone No 277-6658 Mailing AdIress — _6974_cpntree Way i__ - - San Diego, Calif 92111 SEWER PERMIT ISSUED UPON Se, vice Address 'RECEIPT OF BUILDNG PERMIT.- Tract Description -lot 559 La Costa Meadows 3 PERMIT MUST B Ase'ssor's Parcel No 215-1380-17 APPLIED FOR BY_E ö0 'Type ofBuilding s.f. -- No; Units 1 Connection Fee $_60Q.00 ' . ,, T, ,,. •' - ' pre pd (~ou.00J Lateral Size: 4 6 8 'Saddle : Easement Connection 7-.-.,.- ..•S.-'.., --. •- — . 7 — 'Fxtra'Footage .. @ $_______ Extra Depth lateral Fee AmountRec'd $A.rc,cO-, ' - -. Prorated, Sewer Ck. No/Cash -Date • Service Fee iL Rec'd By Total $(Dme(o ". The application must be signed by the owner (or his aiithorizédrepresentative) of the property to be served. The total charges must be paid to the District-at the time the application is submitted A . S ....: . 7 .'. Ifaservicelateral is required, it will.'be install e -bytheLeucadia,County Water' - District. The service lateral is that part of the sewer system that extends from .. the"main collection line in the street (or easement) to the póint.,in the street (at. or near the applicant's property line) where the service lateral ..is connected to the' applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense., of -the sewer pipeline (buildingsewer) from the appli- cant's plumbing—to—the point in the street (or. easement) where a connection •is made - to the service lateral. .• 7 - -- ' - - 'The connection of the applicant'sbuilding sewer to the service lateral shall be -: made by the applicant at his expense. The connection must be made in conformity .I\with the District's- specifications,.rules- and regulations; and IT MUST. BE INSPECTED-7 AND APPROVED BY THE DISTRICT BEFORE -THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. • - . TH''APPLICANT,•OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE -. - TIME INSPECTION IS DESIRED.' ANYCONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED .7 . INVALID AND WILL NOT BE ACKNOWLEDGED. ' 7 4- •. The prorated -sewer service fee is based upon the date the District estimates that • . service will begin and covers.the balance of the fiscal year. There will be no ,,.additional. fee or refund if service actually commences on a different date., For . succeeding fiscal-years, the sewer service fee will be collected on the tax roll in t' same manner as property taxes . Thé'unersigned herebj' agreei that the above information givenis correct and 'agrees - to. the conditions as stated. • ... • .• - . '• . -. -. \7, . .' . •,' :. -. .. •,7,, •. _ 1 gc wne s Signature /Oate / / Account No .31 7 '• 7' f " A. 1 r t t L I 41 NA rry F C . .• kt7; .? :;> 1 .. .. v#•_• . This Certificate issued pursuant to the reaarmcrts of Setwn 306 rk - of theUn1form 6ui 11 dmg Code cettif123 that at -he time of issuance this structure complies with applcable ordinances of the City regulating building construction use Family Dwelling Bldg Permit No 80-266 Use Classification_Single < R- 1 Group Type Construction Fire Zonc._.._ _Use Zone 4 Occupant Load I Swanson Addrs 1540 Calle Violetas, Encinitas Owner ofBuildin _Paul/Marina BuiIdingAddress 2802Esturn St / Locality Carlsbad4 CA 92008 By 7-30-80W .• . Date _• • ..: NOTE: Alterations, changes, additions or changes of occupancy nullifies this certificate. . . (Post in conspicuous place) / \'\'\ '\ V ' \/' / / \i p / / I - - p BEN ION ENGINEERING INC.. APPLIED SOIL MECHANICS - FOUNDATIONS' .,. 6741 EL CAJOJ Hth)LEVAPr) '• ' - - (-'L- SAN DIE(0. CALIFORNIA 92115 - dr ODENTctober 19, 1972 cAN DiccO /4 La Costa Land Company Costa Dl Mar Road Rancho La Costa, Ccihfoinia 92003 Subject :1. •PrnjctNo. 71-717D ' G xk /_ 1adinç, Permit No L-5930 Final Report on Compacted Filled Ground * And Classification of Soil Conditions. . Lots 413 to 58', inciwive And Cet(ain Street Areas La Costa M3c.1d0w5 Unit No 3 C&kbcd, California / Genitemen This is to report the results of tests and observations made in order to inspect the compaction or fi(1d r,r ,id piaced on ccrh'in areas of I a Costa tv'ieadows Unit No 3 in Carlcbad, California, forrrierly d part of the County of San Diego.. The fills were placed during the period between . July 15, 19/1 and July 20, 1972 lipproxi areas and depths of filled ground placed under our inspection in accordance with the oppioved specifications are shown or.the attached Drawing No 1, entitled "Locciton of Compacted Filled Grounci." The-grding plan used for. the placement- offilted,ground was prepared by Rick Engineering Company and approved March 151 19/) The oproxiate locations at which the tests 'ere taken and the' flndt test results are presented on pages 1.1 to T26, incusivc', under the "Table of Test Results " The leboratory deteinina- ho-is of tt- maximum dry densities and optimum moisture contents of the ma jor fill materials are presented on pages T-27 arid 1-28, under Ihe "Laboratory Test Result. ' Some of the maximum dry densities shown In the "Table of Test Results" were combinations of these The tests were iakn during the weekly pciiods indicated below Test Number WeeLFndirg I to . 4 Inclusive ' . -' July 17, 1971 5 to 21, Inclusive , ' July 24, 1971 22 to 35, inctusrve August 7, 1971 36 to 63, inclusive August 14, 1971 64 to 113 4nclusive August 21, 1971 D 114 to 153, inclusive ' . - August 28, 1971- 154 to 218, inclusive 1 September 4, 1971 219 to 275, Inclusive September i 1, 1971 \ 276 to 318, Inclusive September 18, 1971 319 to 360, inclusive St3pIemier 25, 1971 -. -.- 41eCt No. 71-7-17D.. . -2- . October 19, 1972. La Costa I and Company -S Test Number Week Ending 361 to4O4,'inclusive October 2, 1971 405 to 456, inclusive . . October 9,1971 . . 457 to 507,' inclusive October 16, 1971 508 to 538, inclusive October 301 1971 .539 to 570, inclusive. : .. November 6, 1971.. . 571 to 621, inclusive . 1 November 13, 197.1 . 622 to 675, inclusive November 20, 1971 676 to 701, inclusive November. 27, 1971 . 702 to 771, inclusive December 4, 1971 - 772 to 835, inclusive December 11, 1971 836 to 905, inclusive December 18, 1971 906 to 924, inclusive December 25, 1971 925 to 930, n iclusive July 15, 1972 931 to°35, inclusive July22, 1972 The final results of tests and observations indicate that 11ie compacted filled ground has been placed ct 90 percent of the maximum dry density or greater. It has been determined that the fill materials, compacted to 90 percent of the maximum dry density, have a safe bearirg value of 1930 pounds per square foot for one foot wide continuous footings founded at a minimum . depth and placid five feet or more inside i-he top of, compacted fllld ground slopes. ! fooi-igs are placed closer fo the exposed slopes tha5 feet inside the top of,copacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 'l vertical line protected outward and downward from a point 5 feet horizontally inside the top of compacted filled ground slopes Tests indicate that he compacted filled ground is adequate to satisfactorily support- the proposed wood frane dwellings without detrimental seitlaments Expansive clay, silty clay, and sandy clay soils were placed inthe upper three feet in certain cornpdcted fill areas and also exist ri the upper three .feet below .finished grade in'cerair1 cut areas. The final classifications of the soil conditions existing on each lot ore presented as follows: Type A Critically &pansive Soils Lots Lots 413 't6 430, inclusive 531 to 534, inclusive 432 to 435, inclusive 536 to 540, inLiusive 437 to 441, Inclusive . .. . 543 to 552, inclusive 6 t 450 -inclusive . . . 554,556, 557, 5581 .• 563, 564,-570, 574 * 459 to -, Inc usivo . 575, 576 . . 470 to 487k Inclusive 578 to 581, inclusive . 489 to 510,- inclusive ;/ 584 . .. 52 to. 527, Inclusive - DEN-YON ENGINEERING, INC; .., . Pro.ject No.-71-7-17D - Ocitober,19, 1972 "La Costa Land Company Expansive Soils Lots - i Lots 431 and 436 528, 529, 530, 535 442 to 445,,.Jac1usive 542, 555, 560,565 45tTto t38 )hclus,ve 566, 568, 569, 571 467 to 469nclusive 572 and 573 488, 511 Type C Nonexpcinslve Soils Lots 541, 553, 559 561, 562 5671 5771 , and 583 If is recommended that the following special design and precautionS bo token for the houses to be constructed on the above lots in order to minimize the possible damaging effects due to differentia' movements of the potentially expansive soils Type lots 1. - Avoid the use of isolated interior piers. Use continuous interconnected reinforced footings throughout, andplace these at a miinimui&n depth of two feet below the lowest adjacent exterior final ground suiface Reinforce and interconnect continuously with steel bars all interior and exterior footings with one #5 bar at 3 inches above the bottom of the / footings and one /15 bar placed 1 1/2 inches below the top of the stems of the footings. 3. Exercise every effort to assure that the moisture content of the soils in Ri oir the upper 18 inches below finished grade is 1 percent to 3 percent greater. P F(?otri joy-,y than optimum at the time of pL acing fouridations and slabs (-61t4s,?ErP 4,, Raised wooden floors that span between continuous footings are best, or use. concrete slabs with at least 6x6 10/10 welded wire reinforcement and a minimunLof 4 Inches of crushed rock 3/4 to.] inch in size beneath all "- Tconcrete slabs. Amoisure barrier should be provided over the crushed rock and this should be covered with 2 inches of sand below concrete slab. 5. 'Separate garage sIa frm perimeter footings by a 1/2 inch thickness of construction felt orequivalent, to allow independent movement of garage slabs relative to perimeter footings. ,Aisuro compinto separation by extending the felt ovr the full depth of the front thickened-ed9b of the garge:sIab. Also, cut off the garage door stops at least 1/2 inch above the slab. OENTON ENGINEERING. INC. lc;crt'No 71-17D -4- October 19,.]9h' i Casta Land Company 0 - - S - •. P ' .. .Provide positve0-Jrdindoawayfrom ciii perimeter footings with.a. "vertical fatl of at-le 'st 6 In'ch'es in a horizontal distance cL5_to 6 feet outside the house walls. - ii S7T' /• :peBLots. • -: ... Thoé lots listed as Type B lots should follow all the abowi-listed recoimendations with" the. two following exceptions:- 1% The continuous Footings be placed at a minimum depth of 18- 'inches below the lowest adjacent eterior final ground surface rather. - than the two.feet recommended for Type A lots. 0 2, Single -44 bar placed as dict-ed (cbov'Or t n botdms of all 00 interior and exterior footings may be subst1'wdoi the '5 bars recommended for Type A lots. RecommendatIons 3 to 6; indlusi''e,• as listed for the Type A lot-s1 are also applicable to the -Type Bdbrs, Only nonexpansive. ,Oil condtion& observed in the upper three feet on the Type C-lots and therefore spciclly designed footings and slab will not be req..nred on these lops P\esped Fully suiiittcd, RENTON ENGINEERING, INC. By z, 2-L--t- R. .0 . Remer Reviewed by Philip H Ben(n, Civil Engineer S •' - - 0 • S -' Distr: (4) Mdress.eo (.1) Rancho La Costa, Inc. 0 5 0 0 Attention Mr. Burton L Kramer (1) Rick Engineering Company (2). San Diego County Building Inspection, Vista Office (2) Department of County Engineer. (1) Attention Mr H. M. Taylor (1) Attention: Mr. Joe Sovolla (2) City of Carlsbad 0 • .• :, . Department of Building Inspection - - 0 RC1/PHB,/ev/ 0 0 . - - 0 . . DENON ENGINEERINO. It-C. - 0 - S