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HomeMy WebLinkAbout2400 TAMARACK AVE; ; 80-260; PermitLICENSED 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 D I 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 couOty 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 1P commencing with Section 7000 of Division 3 of 'l 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). CITY OF CARLSBAD-BUILDING DEPARTMENT USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 OWNER PRIME t..A,/!..:t!? ORES G/4'~/4#/LL/~ RES. UNITS ~e,.-, 0 PLAN# PLAN IO # TYJE-# &'o-;;_,o QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER ' OVER 100,000 BTU AMT. APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES. BUS. LICENSE PERMIT NUMBER cC;· 'AY TO rHl: 01,!1i·-. 1r1~ '.,!" ,1u .,-• .. STATE LICENSE 10-2.!o CONTRACTOR'S PHONE 011p1frr1 'r >r 7. oi:.,u 711; ... 1Jio1 .,a I" •:; STATE LICENSE 0 S PHONE ctft/4~9t,~t ~ 7ib2 7r 'I • ; t4 /~~·I I Not V•lid Unless Machine c.rtili«J OCC. LOAD rECJt.J o/A - 0 1, 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 t:Al,M ""' 1 en ncl-\ 1 en l-\l1Utun vcr1 "'-. outL--cn11.,umrnc:,;:,.>un ur I u J nr · • .(l..L.,..,..... =-a owner-builder will have the burden of proving that EACH GAS SYSTEM 1 TO 4 OUTLETS \ • BOILER/COMPRESSOR 3-15 HP • ~ w P"A,,.IIIIIATrn utATt'n AIUnlnn \lt'U ,,,. '"' -- he did not build or Improve for the purpose of !:= sale). EACHGASSYSTEMSORMORE \ . BOILER/COMPRESSOR16-30HP • 4 O as owner o e property, am exc us ve y con-· V • / I 6-'?\/ :::-..;;ru < ~ Ith I I I EACHINSTAL.,ALTER,REPAIRWATERPIPE '\ VENTFANSINGLEOUCT • ,.,A,t..c/~_,,.J'. -./ 2_1 rb-:::;:j ting with licensed contractors to construct EACH LAWN SPRINKLER SYSTEM 1 • MECH EXHAUST -HOOD/DUCTS • > the project (Sec. 7044, Business and Professions -.._ , u Code: The Contractor's License Law does not ap-WATER SOFTNER • RELOCATION OF EA FURNACE/HEATER • BUILDING PERMIT I , I }Lft ~ 4 ply to an owner ot property 1•ho builds or im-" ,__,-,-.:. S G PE I I I ' I Q proves thereon, and who contracts for such pro-· f , ,. • I N RMIT , . 1- jects with a contractor(s) llcense pursuant to the TOTAL PLUMBING TOTAL MECHANICAL / CJ 1-V PLAN CHECK I I 1· ~ ~ contractor's License Law). -• / I • Q. 1 am exempt under Sec. ____ B. & P.C. CONTRACTOR · CONTRACTOR • ALL INCLUSIVE PERMIT 1' I . I ~ for this reason,____________ - Date Owner1t,i).. WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-Insure, or a certificate of Workers' 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 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, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: if, after making lhis Cer• tlficate 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 len-• .n_ -,.. ____ ., ·-· .. ~. SITE .• ' ,. ,_ , ' ADDRESS: .. , . OWNER: L:, ,. ,_,, I PERMIT NO: ?()-:J.1-1)~ ' ' • -, .. -s -I .~k FIELD INSPECTION RECORD ... . INSPECTION DATE INSPECTOR INSPECTOR'S NOTES WOOD FLOOR FOUNDATION • FORMS'• SET BACK • TOILET .,_ -. • ·""· ~ '-. .:s-' ... __ , I .I ~-'~ ~ . ~ ,; . . -UNDER FLOOR PLUMBING -_ .•_· -~ ·;1.._ -. ' -. :--'----!. ·-._ .. , --UNDER FLOOR HEATING --~ ~ -I ., OK TO INSTALL SUB FLOOR .• ' -. . . \ -* .. ., ; . "'' .... .! -~ . .. --i" -.. -· SLAB FLOOR ..... s ; "i .i ;., UNDER SLAB PLUMBING . ✓ ' FOOTING• FORMS • SETBACK • TOILET "\~ '. .. ;-IL , ... \. ~---~""'•"~ ... OK TO POUR CONCRETE -----. ' . ..... \·r I FRAME - ROUGH ELECTRICAL ' ~ - ROUGH PLUMBING . ' ROUGH HEATING/VENTIL ATING FRAME OK• PLACE INSULATION INSULATION OK• PLACE WALLBOARD WALLBOARD. OK• PLACE TAPE ' EXTERIOR LATH OK• PLACE STUCCO . J . . FIREPLACE ' DAMPER &STEEL PLATE Tl Es/HEIGHT OF CHIMNEY L OTHER TEMP POWER (POLE) SEWER GAS TEST SWIM POOL • STEEL BONDING ' • PRE DECK •· • FENCE PREPLASTER SHOWN . FRAME • PAN FINAL INSP BY BLDG DEPT . OTHER DEPT'S REQ COMPLETED ~--1~,;v ~d ':-- ELEC METER-PERM-TEMP ' u GAS METER-PERM-TEMP C ERT OF OCCUPANCY ISSUED 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• slons Code, and my license Is in full force and el· feet. OWNER-BUILDER DECLARATION 0 1 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 courlty 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). □ 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 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). \/as owner ol the property, am exclusively con- ~:ing 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 1•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 M:) • Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to self-insure, or a certificate of Workers' 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 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, I shall not employ any person In any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, after making this Cer- tificate 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 len- dlno aoency for the performance of the work for CITY OF CARLSBAD-BUILDING DEPARTMENT USE BALL POINT PEN ONLY APPLICATION & PERMIT 1200 ELM AVENUE (714) 438-5525 7 ,,,,, NO. (; JOB ADDRESS tRr· ,~7t5QJ;~N • .i'~,1.ft·tJ 1d1 hlf AAAA'.A, ,..,_. le,;_ ~1il-_._~ .N\AA..,.) I -r I I a f 1"1. I I I I f I I I I OWNER OWNER'S PHONE PRIME CONTRACTOR ~J, ( A,. L-A~ t2-ALA1/ ~ n j/lL.L..5 /4'i.60CVA"Tf&'~. ~ J.L. ~, ~ -./_/,,~,. ..... I 0Wiro7LIN~ ~RESS ,,/_ .._ D c?uz:@?JA-i&t ~ ~ ',.J ,r. ~-• ~r.L,\ ,;:ci.~ ,r~~r.-i-'. I l/;.71°R'1;O N;7.. ~ I ~R2o/, 1 I D ESCO :t~ '4N E ·-~ -r='R-/ e,,~ I~~ St//t-.C>/N<a e-u~r&.. DESIGNER'S ADDRESS ~ , 4.?'I S lJ, /.>?~ ,,?.-J-t:J 'e 7~7;,,,,.~ ~r_ CbA-7~ ,,,, --~ ,,,,,~ ,4 , c3A-. 7 APPLICANT TO FILL IN INFOR- MATION WITHIN RED LINES. BUS. LICENSE PERMIT NUMBL ~ ST ATE LICENSE f o-~'10 CONTRACTOR'S PHONE 7:z-, ,/";', '2/ STATE LICENSE 'I'~ fl/30/60ti712 (?.SIG1'R'S PHONE ~~ /.:J1/-CJ Z'i I r,•· -, , .. CENSUS TRACT GP LAND USE ZONING I RES. uo I PARKING SPACE I NUMBER OF STORIES ,p--r --Not Valid Unfllss Machin, c.rtifilld 8LDG SQ. FT. ~-US! OCC. GP STANDARD PLAN II I PLAN ID II ITY]rY I occ. LOAD I ;,4-~ r lk-1.~. ff I I() -~/r,o V E-Dl/ N/A-QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT AMT. - EACH FIXTURE TRAP,-INSTALL FURN. OUCT~UP TO 100,000 BTU EACH BUILDING SEW~ ~ 100,000 BTU ~-aCJr EACH WATER HEATER A~OR VENT BOILER/COMPRESSOR UP TO 3 l\f> EACH GAS SYSTEM 1 TO 4 01),_TLETS BOILER /COMPRESSOR 3-15 HP / EACH GAS SYSTEM 5 OR MORE) BOILER/COMPRESSOR 16-30 If # 3 961/J.l:2-, EACH INSTAL., ALTER, REPAIR ~PIPE VENT FAN SINGLE DUCT '--t,'M.-vA1 J oAJ :z, EACH LAWN SPRINKLER SYSTEM MECH EXHAUST -HOOD/DUCTS ) WATER SOFTNER RELOCATION OF EA FURNACE/HEA~R BUILDING PERMIT l . 1,+r.-1~ SIGN PERMIT I . I I I TOTAL PLUMBING TOTAL MECHANICAL PLAN CHECK I 1Ak: ~ . CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT I -I I TOTAL PLUMBING , I I I QTY. ELECTRICAL PERMIT AMT. QTY. MOBILE HOME PERMIT AMT. ELECTRICAL I (7. '"I" NEW CONST EA AMP/SWT /BKR ~ . .,., AWNING MECHANICAL I ( I 1 PH .25 3 PH PORCH MOBILE HOME I I I EXIST BLOG EA AMP/SWT/BKR SET-UP SOLAR I . I I I 1 PH .25 3 PH RAMADA, CABANA I . I J j REMODEL/ALTER PER CIRCUIT FENCE OVER 6' I . I I I TEMP POLE 200 AMPS TOTAL MOBILE HOME MICO-F ILM J l I I OVER 200 AMPS I I I I ; I TEMP OCCUPANCY (30 O~YSI -~7IUJ~ ft1.<17l#?V I . I I ~LJ [=>~ ,I-;--I . I I I TOTAL ELECTRICAL 7 ~ TOTAL FEES PAYABLE I ~-~ CONTRACTOR I I . I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT. ANO DO •AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE ANO CORRECT AND I 5'-0" DEEP ANO DEMOLITION OR CONSTRUCTION OF FURTHER CERTIFY ANO AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY. STRUCTURES OVER 3 STORIES IN HEIGHT COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY ANO KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS. COSTS ANO ("\ /i EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE -- OF THE GRANTING OF THIS PERMIT. ~T·SSIG~ vl u OWNER□ CONTRACTOR□ 1~ DA~ ) •.-.11 ~.; A ,- ., ,,[7V, -AGENT D BY PHO~ Q _I /:) .A_ ..... S--t-1 ! ~ j > ~ ~ ~ 0.. V) ~ 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 D I hereby affirm that I am exempt from the Con- tractor's License Law for the following reason (Sec. 7031.5,Buslness 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 provl• 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). D 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 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 Jmproves thereon and who does such work himself or through his own employees, provided that such Improvements are not intended or of- fered for sale. II, 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). ~I, as owner of the property, am exclusively con- ~cting 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 reaso,~------.,...--,. Date WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con• sent to self-Insure, or a certificate of Workers' 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 per- mit Is for one hundred dollars (SHlO) or less). I certify that In the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. NOTICE TO APPLICANT: If, alter making this Cer• tificate 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 len• dlno aoencv for the oerformance of the work for C ITY OF C ARLSBAD-BUILDIN G DEP A RTME NT APP LICATION & PERMIT USE BALL POINT PEN ONLY I -,Ill ,,. __ ,_, ------. ----· ~~•J I APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES 4f<',p~-* 1 '?f?f',f ~ (/P~D?Sle;~ 1 ¥??1~" 1 Af ~Af ~ tRr 1;~?ffeATION eus, LICENSE PERMIT NUMBC-v OWNER r?# ~NER'S PHONE PRIME CONTRACTOR/4 ;J}_ I STATE LICENSE f(J-U<J LA-~ c~/J;V~ dLLs .A.:...,-, -/ .z--_ -r ~C ~ ,. ,n,b-,1 'A--. OWNER'S MAILING ADDRESS -CONTRACTOR'S r·- CONTIJl'CTOR'S ADr£SS /~l'J7' S,J,,t 4J/E,, SO/)'"t:LJ,. CA--eL.S-,P-4~ C,,¢, 9za,e PHONE E.i/:....,_, rJ.J..J7 I 2 I! f ~tJ 1"11:V~ l~DIV~ 17, I/ ASSESSOR'S PARCEL NO, DESIGNER STATE LICENSE ~ • tt.ifl •~l'l.h;i~, 1~71 1/1/J,C)I l~l..31 I DESCRlf>TI0N Of WORK , ' -~ ' /\ --i -C'o.urPoL-B,.//~ ,h; ,/ J/7 , ~ ~ -DESIGNER'S ADDRESS DESIGNER'S PHONE ., w.4J?"6' w,4,7~ -r~~r..we::vr /t:7£.4,,(17 CENSUS TRACT GP LANO USE , ZONINPC-I RES, UNI~ J~ARKING SPACE # I NUMBE/f STORIES . ft . Not V,Hd Unless M•chin1 Cartifilld BLDG SQ, FT, BLDG USE ~ I STANDARD PLAN II IPL~:~ ~ONST ..,.,~I occ. LOAD /,4f;o ~ ·t=· 0/=Plc,t=. -,Al-~ ~• I QTY. PLUMBING PERMIT ~IMT. QTY. MECHANICAL PERMIT AMT. ~D ·1/A ~---Lr EACH FIXTURE TRAP VP ol -)<"": V I INSTALL FURN. DUCTS UP TO 100,000 BTU q,-.-- '/ EACH BUILDING SEWER ~~ OVER 100,000 BTU , l,n,,,-~-I EACH WATER HEATER AND/OR VENT J.~ BO I LE R/COMPR ESSO R UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 0 R MORE BOILER/COMPRESSOR 16-30 HP EACH INSTAL., ALTER, REPAIR WATER PIPE I VENT FAN SINGLE DUCT .1. ' -VALUATI ON c/ (l'1t..~ ~ EACH LAWN SPRINKLER SYSTEM I MECH EXHAUST -HOOD/DUCTS 2.. ~,. WATER SDFTNER RELOCATION OF EA FURNACE/HEATER BUILDING PERMIT I .~/i<:" 'F==" ISSUE 3. 0 ( I SSTJE :L 00 SIGN PERMIT I . f I TOTAL PLUMBING /8"~ TOTAL MECHANICAL 11,.!:i> PLAN CHECK I . /J. '1 I 9. 4-J CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT I I ELECTRICAL PERMIT AMT. TOTAL PLUMBING 1/~_.... QTY. AMT. QTY. MOBILE HOME PERMIT ELECTRICAL i,:, I '7-L:l'" lo.I, NEW CONST EA AMP/SWT/BKR fY. X, "2.-S ' ~ AWNING MECHANICAL 17u ."JO 1 PH .25 3 PH PORCH MOBILE HOME r 'i I EXIST BLDG EA AMP/SWT/BKR SET-UP SOLAR I . I I ~ 1 PH .25 3 PH RAMADA, CABANA C:f-rt"\~n Mt"\+-; t"\n I . 14t-- REMODEL/ALTER PER CIRCUIT FENCE OVER 6' -I I I • I . TEMP POLE 200 AMPS TOTAL MOBILE HOME MICO·FILM ! I I I OVER 200 AMPS I . I I : I TEMP OCCUPANCY (30 DAYS) I . I I I ISSTTR ? .·00 rc::c::nF. I . I ) I TOTAL ELECTRICAL c).7~ TOTAL FEES PAYABLE I I 4r/6_ p. CONTRACTOR . I I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT, AND DO 'AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER SCHOOL FEES HEREBY CERTIFY THAT ALL INFORMATION HEREON IS TRUE AND CORRECT AND I 5'-0" DEEP AND DEMOLITION OR CONSTRUCTION OF ~ FURT HER CERTIFY AND AGREE IF A PERMIT IS ISSUED; TO COMPLY WITH ALL CITY, STRUCTURES OVER 3STORIES IN HEIGHT -1-t-e-o -~ COUNTY AND STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER V'\A) sc.L,-,o-(, SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARM- LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND .A ~ EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. ?/4ANT's;;r&M ~/{£ :!/1/!;J,RO CONTRACTOR□ l"PPRO~:, l!lAt.. r,.~~a ~ 'C "7t . ' Y)f',. ~ r_,A-,,. T b' -/ -r\ ~ ~ ~ > a ;:::: ~ a. V) ~ LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provl• slons 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 el· feet. OWNER-BUILDER DECLARATION DI 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 provl• slons 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). □ I, as owner of the property, or my employees with wages as lheir sole compensation, will do the worl<, and the structure is not intended or of• fared for sale (Sec. 7044, Business and Protas• slons 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· fared for sale. II, 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 bulld or improve for the purpose of sale). "',(._ as owner of the property, am exclusively con• ltra~tlng 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 IJ." Date ______ Owneri?JfJ WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of con- sent to sell-Insure, or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800. Labor Code). POLICY NO, ___________ _ COMPANY ____________ _ □Copy is flied with the city. □ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed If the per• mil Is for one hundred dollars ($100) or less). I certify that In the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so ,s to become subject to the Workers' Compensat1on Laws of Callfomla. NOTICE TO APPLICANT: If, after making this Cer- tificate 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 .... -···-... _ ...... _ .... , ......... __ ... , ..... , ........... ... C ITY OF CARLSBAD-BUILDING DEPARTMENT APPLICATION & PERMIT USE BALL POINT PEN ONLY 1200 ELM AVENUE (714) 438-5525 NO. Ct JOB ADDRESS :Jl/CJ() n-·-· -. --,L;, ••• -·---) I -• , 1 ·1 "T "T ·r,-~rJ I I I I I I I I I I I tRr· 1DA;-1;7JplON OWNER V OWNER'S PHONE PRIME CONTRAC~~~~ k t.MS GAL.Av~ # I U-5:. ,A~~7i5s-tcKo&.~---:;,tt.f OWN~:; ;;LING ~ ~~ _J --~ D CONTRACTOR'S ADDRESS /~7 a...,,,z,~uo_,~a~..t; V ~~.:r ,A1_!18 ~9J4 lJ' _.: _I • J ASSElOR'S PARCEL NO. ,2-. -:j DESIGNER ... r .. -.. --·1 I 1,,__,7 , I 1/10101 DESCRIPTION OF worN 7' T 02..Q7J! / P///~L./ P5" Pl~ 13EL:r r~ 13t/l~b,,I~ ,, D~.l[D;;J~o Af/eJ {ll,46~ ~~ 7~TM.s#1 ~T , ,,,L,,.., ~/,,(/_ /?_ CENSUS TRACT GP LAND USE ZONING PARKING SPACE APPLICANT TO FILL IN INFOR - MATION WITHIN RED LINES. IIUS. LICENSE PERMIT NUMBE~_Q)) STATE LICENSE Od .-)._/, O CONTRACTOR'S . 7P#-#/"7,,,,-"' STATE LICENSE S/3U/~;:::712 DE2:ex•s PHv II'.. ~rOZ~ "1.7/3, ~.:::~. -,, C- I RES. UNITS I NUMBER OF STORIES Not Valid Unlm Machine c.rtifi«I BLDG 50. n. B~t;lSE ~ ~ G; I STi;: ;_, ~ IPLAN{/:/ .. ~ ~ .. T I occ. LOAD I /.~ ~'r (///" .BI..DCP-SI.Pt; . Ukf..,(_ ~ ~ QTY. PLUMBING PERMIT AMT. QTY. MECHANICAL PERMIT AMT. cclu /V/4 - -'-<" EACH FIXTURE TRAP { A. --INSTALL FURN. DUCTS UP TO 100,000 BTU - I EACH BUILDING SEWER ,:;-_-pl) ,~ ,--,,~-~ OVER 100,000 BTU /61.. = I --1 ~)'y EACH WATER HEATER ANO/OR VENT BO I LE R/COMPRESSO R UP TO 3 HP EACH GAS SYSTEM 1 TO 4 0 UTLETS BOILER/COMPRESSOR 3·15 HP ~-t EACH GAS SYSTEM 5 OR MORE BOILER/COMPRESSOR 16-30 HP A "2., 3r2. ~ I EACH INSTAL, ALTER, REPAIR WATER PIPE J-✓;V V VENT FAN SINGLE DUCT ~A-t...v~ T✓,oN EACH LAWN SPRINKLER SYSTEM I MECH EXHAUST -HOOO/OUCTS ~--.. WATER SOFTNER RELOCATION OF EA FURtiACE/HEATER BUILDING PERMIT I . A,~~ 'fY ·-/<~,_/4,n...R__ ~'i.. I -0 ~.--SIGN PERMIT I I I I --, TOTAL PLUMBING /fo ~ TOTAL MECHANICAL 17_D2 PLAN CHECK I ,;;;-,_ ~ . CONTRACTOR CONTRACTOR ALL INCLUSIVE PERMIT I ,.,_. I ELECTRICAL PERMIT MOBILE HOff': PERMIT AMT. TOTAL PLUMBING J/~.--::r-- QTY. AMT. QTY. ELECTRICAL -i:51'7.~ NEW CONST EA AMP/SWT/BKR ..fl.t:_v;. AWNING ' MECHANICAL Ir~~ 1 PH .25 3 PH PORCH "-... MOBILE HOME i Ii I EXIST BLOG EA AMP/SWT/BKR SET-UP " SOLAR I . I I I 1 PH .25 3 PH RAMADA, CABANA ' I I I I REMODEL/ALTER PER CIRCUIT FENCE OVER 6' I I I I TEMP POLE 200 AMPS TOTAL MOBILE HOME Ml CO-FILM I , I I • I - OVER 200 AMPS -.J/?z.o.A/G, /h,07-;0N I . I 1Z~ TEMP OCCUPANCY (30 OA YS) I . I ( I ol.. VI) I . I I I TOTAL ELECTRICAL r;7 ~ TOTAL FEES PAYABLE I . .J~~ '-?. ~ CONTRACTOR I I . I H.AVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION ANO PERMIT. ANO 00 •AN OSHA PERMIT 15 REQUIRED FOR EXCAVATIONS OVER HEREBY CERTIFY THAT ALL INFORMATION HEREON 15 TRUE ANO CORRECT ANO I 5•.o .. DEEP ANO DEMOLITION OR CONSTRUCTION OF FURTHER CERTIFY ANO AGREE IF A PERMIT 15 ISSUED; TO COMPLY WITH ALL CITY. STRUCTURES OVER 3 STORIES IN HEIGHT COUNTY ANO STATE LAWS GOVERNING BUILDING CONSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I.ALSO AGREE TO SAVE INDEMNIFY ANO KEEP HARM· LESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS ANO r,., ./'? EXPENSES WHICH MA,' IN ANY WAY .ACCRUE AGAI NST SAID CITY IN CONSEQUENCE OF THE GRANTING OF T HIS PERMIT. ~~0Jd~-~ OWNER□ CONTRACTOR□ IAPPR~ D ATE t;-/1,.?f? AGENT D BY PHONED .Y ./ V ~--- C • LU 1--<( a ~ ~ j::: ~ Q. V) ~ HEOUEST FOR INSPECTION BUILDING 0 FOUNDATION D REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LA TH N RIOR LATH OR FINAL 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 ~R HEATER ,er"' FINAL TIME: ______ _ ELECTRICAL □ TEMPORARY SERVICE . 0 ELECTRIC UNDERGROUND □ ROUGH ELECTRIC 0 POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT D G.F.1. ... --~:ETECTOR f>p ANEOUS □ PLENUM AND DUCTS 0 COMBUSTION AIR □ PATIO □ SIGN □ GRADING □ DRIVEWAY □ CONDITIONED AIR SYSTEMS ~ R~ PIPING Yl'INAL READY FOR INSPECTION: D MONDAY D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY DA.M. " D P.M. ,., /} I > . , /) /}, . :. SPECIAL INSTRUCTIONS ____ ~ _______ ((A-{ _____ 8...c-~-~~--''-----c,.C-~_;_- REQUESTED BY_~/]~~;J-~~• ___________ PHONE NO. ~ PERSON TAKING REPORT~-- 7o 7'~ awf-flA-7~ r~µ7 /bf~ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL ----···-·- <PLUMBING] 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN ~AS TEST WATER HEATER D FINAL . TIME-· _____ _ ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.I. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR □ PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS □ REFER PIPING D FINAL .,,. READY FOR INSPECTION: D MONDAY ~UESD~ □WEDNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS _________________________ _ fi_ . 1 I ?J-!'-6 / 1/ REQUESTED BY-f'4,,._"'-'-"½~1F_· _____________ PHONE NO. /,,0fl11= PERSON TAKING REPORT_-'-/Y __ ' ___ _ REQUEST FOR INSPECTION BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY ND CEILING FRAME FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO □ TUB OR SHOWER PAN □ GAS 0 W ER HEATER FINAL TIME·-_____ _ ELECTRICAL 0 T~ARY SERVICE ffiLECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT OG.F.I. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 COND~ED AIR SYSTEMS 0 '3¢'R PIPING ~ FINAL READY FOR INSPECTION: ~AY □TUESDAY □WEDNESDAY □THURSDAY □FRIDAY DA.M. 0P,M. SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY __ Z?i=· ~~-=-'"-'...:...c=----------PHONE NO. ~ 17 PERSON TAKING REPORT /;;;;;r;.. REQUEST F, R INSPECTION TIME: 11:10 INSPECTOR OWNER ADDRESS d: -(}--{) BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT · GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH fi° DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING □ UNDERGROUND WATER □ ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST □ WATER HEATER D FINAL READY FOR INSPECTION: ~gMOllfDAY / '¢_A.M .. 1 / ~~ PERMIT NO. /VY1 04 □TUESDAY Io -_,_ /4 a. G,t, Cl:zc.+, ELECTRICAL 0 TEMPORARY SERVICE D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE □ CEILING HEAT D G.F.1. □ SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR □ PATIO 0 SIGN 0 GRADING 0 DRIVEWAY □ CONDITIONED AIR SYSTEMS □ REFER PIPING D FINAL D FRIDAY SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY __ ""'-'""'Yl-Jj_\J'-4.tj,._ ________ pHQNE NQ. __ '.)1,_,__,,-,_) _· ___ _ PERSON TAKING REPORT _ _,,q ... e1:--n ____ _ REQUEST INSPECTOR BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUN I TE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH O /DRYWAL-l D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: □MONDAY DA.M. r,M. D TUESDAY ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL □WEDNESDAY ~-""'~y"\~o~Li,=...,-_______ PHONE NO. <-{'f :i. -~4 n PERSON TAKING REPORT----~~--•-- REQUEST FQB., INSPECTION ,; PTJME· 9 '·?9' '"""o' / ~ "'"''"o. 0 O ,6 D om, 9 · ;;,_ >; owNER 1----u ~ CC1QC2.d:z4a 7 ~ 1-1 I h1 © L½ . J ADDRESS "'.J-L/-(YO I~ 6tA 4--:ch BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN D GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D TUESDAY D WEDNESDAY D THURSDA SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY_..,,,,Q:....c..,,...,_M_----"'~..::.........-"P--=--().)\,,y'-.._-.:.......:-'----PHONE NO. I J-4-~ / £// PERSON TAKING REPORT_q"-1-'Q_~----- ~~ ;½_o~. ~ AJ~ ~) er;( ? o Ii'~--." ;:;UA1~~~4(~ cJ/(_ ?o,<{~ REQUEST FOR INSPECTION TIME: ______ _ INSPECTOR ___ ~~------PERMIT NO. _______ DATE: rt)~,...,, OWNER ___ ,.,_,~~·7-,~-+--'------~---------------7";/79-7 '~---- ADDRESS _ _._{'""""!a~·~/,-~V~'£_-_/C_h--_~J ___ J_£_fv_£_-_/i__~J+-'-,i~~~µ;;t---__ BUILDING D FOUNDATION □ REINFORCING STEEL □ MASONRY □ GROUT· GUNITE □ FLOOR AND CEILING FRAME D SHEATHING □ FRAME □ EXTERIOR LATH D INSULATION □ INTERIOR LATH OR DRYWALL D FINAL PLUMBING □ UNDERGROUND PLUMBING □ UNDERGROUND WATER □ ROUGH PLUMBING □ TOP OUT PLUMBING □ SEWER AND PL/CO 0 TUB OR SHOWER PAN □ GAS TEST □ WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY DA.M. DP.M. ELECTRICAL □ TEMPORARY SERVICE □ ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT □ G.F.1. □ SMOKE DETECTOR D FINAL MISCELLANEOUS □ PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO D SIGN □ GRADING □ DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL / EDNESDAY □THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ___ r;-f-t-· _µ...£_,A,~~~-~--~-'½::::t.~-'------------- REQUESTED BV-~4 PHONE NO. ~ PERSON TAKING REPORT V TIME-· ______ _ REQUEST FOR INSPECTION INSPECTOR,~ PERMIT NO _______ DATE:_ 7.,,..%~~--"-'/2~:re)~~-- / 7 I OWNER _ _;__ _______________________________ _ ~ ADDRESS "' (BUILDING '_) 0 FOUNDATION :J REINFORCING STEEL OUT-GUNITE E.SONRY 0 FLOOR AND CEILING FRAME c-:J SHEATHING C, FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING □ TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION· ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING □ ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO □ SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D TUESDAY □WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY ,P~e,/J/~ PERSON PHONE NO./ :;T----J>' J.--v .!:,- TAKING REPORT--'-'~-=-------- ~ ~ µ ~ ~ J"P -fr_ ~~d-4/~ ak 1" ,,IJ~ REQUEST FO~R SPECTION ~ ff\TIME· , INSPECTOR ___ ~--~---PERMIT o.--2 d~O ~ATE:_~Jf:_:i,;~:j-~-- / I -----= OWNER J{i06 ( d~ AODREss__,(.....,,,A=~=-=-=A=/-/2'-"~--~ --"-'---.<-f-~-~~__,_~~-~~--- 0 FOUNDATION ~ :7i"REINFORCING STEEL ~MASONRY C GROUT -GUN I TE LJ FLOOR AND CEILING FRAME ,.-::J SHEATHING D FRAME 0 EXTERIOR LATH □ INSULATION □ INTERIOR LATH OR DRYWALL □ FINAL PLUMBING □ UNDERGROUND PLUMBING D UNDERGROUND WATER □ ROUGH PLUMBING □ TOP OUT PLUMBING □ SEWER AND PL/CO □ TUB OR SHOWER PAN □ GAS TEST □ WATER HEATER □ FINAL READY FOR INSPECTION: DP.M. / ELECTRICAL □ TEMPORARY SERVICE □ ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING □ ELECTRIC SERVICE □ CEILING HEAT D G.F.1. □ SMOKE DETECTOR /□ FINAL / MISCELLANEOUS □ PLENUM AND DUCTS □ COMBUSTION AIR □ PATIO D SIGN □ GRADING □ DRIVEWAY □ CONDITIONED AIR SYSTEMS □ REFER PIPING D FINAL □TUESDAY □WEDNESDAY □THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ___________________________ _ REQUESTED BY ~ PHONE NO./J.~ PERSON TAKING REPORT-~~~---- JI /4J... ,,,__,, .-0C; ~ _,,MJ ~ ,,..,,, rJ J->j_;U,><,. 5,,d ~ fe J ~~#-1: REQUEST FOR INSPECTION TIME-· ~r_o_.1_0 __ INSPE!:TOR ____ A_,.___,_ __ ....,_.._~ PERMIT NO ________ DATE: __ 1_-~/_f;_-~i_o_ 0 FOUNDAT ,-:J REINFORCING STEEL L-J MASONRY C GROUT· GUNITE LI FLOOR AND CEILING L--=i SHEATHING LI FRAME D EXTERIOR LATH 0 INSULATION □ INTERIOR LATH OR DRYWAL D FINAL PLUMBING 0 UNDERGROUND PLUMBING □ UNDERGROUND WATER 0 ROUGH PLUMBING □ TOP OUT PLUMBING 0 SEWER AND PL/CO □ TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER □ FINAL READY FOR INSPECTIO~: D ~y ~, DP.M. D TUESDAY ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND □ ROUGH ELECTRIC □ POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT □ G.F.I. 0 SMOKE DETECTOR □ FINAL MISCELLANEOUS 0 PLENUM AND DUCTS □ COMBUSTION AIR 0 PATIO D SIGN □ GRADING □ DRIVEWAY □ CONDITIONED AIR SYSTEMS □ REFER PIPING □ FINAL WEDNE~DA~D FRIDAY I SPECIAL INSTRUCTION~-------'""¼Yl~__,_,f-1.c_,_~,.,,.~,.,,L~ __ Sa..<..,<c._,;..;O""""'c...___,K....:::,,_...J,,..c:r:=-_,_=- Cc::·f\ \ /) \9, Q = \\-u~ . REQUESTED BY __ QJ~·=·-~.P,'--0,~C::._(£)::\~'--'-----------PHONE NO. _______ _ PERSON TAKING REPORT-~c.,,~,..0~----- ~ ~ __,kU cvJ;? ~A td£ I 0 k la -1:f~--1 rs r 4 1#...f.. ~~4 ~ ,✓<t--~ --¼1 ' 6Ac.rr-1 -1-30 · .Testing Engineers-San Diego , :;;,.~-·iflvil t;; -.. ,:!! .. r .' I / f=-:~i!J 3467KurtzSt., P.O. Box 80985, San Diego,·Ca. 92138 (714)225-9641 r;,~r ,1; _-· l•,'_ _ •-c_,!J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 .-0 .... 1 F1 LE No. ---'l;;..::5'-'0'-'-5 __ SUMMARY OF COM.PRESSION TEST RESULTS ONE PACc------ P.O. #005448, Account #65-889-0519 JOB: A DDRESS YEAR: LAB NO. C35 2111 2112 2238 2239 2240 2253 2254 Lake Calavera Hills Sewage Plant Carlsbad, California 1980 DATE CAST MO. DA. 6/24 6/24 7 /8 7 /8 7 /8 7 /10 7/10 LOCATION IN STRUCTURE Floor slab, digester. Calavera #2 A-B-C. Made by Bacon. Floor slab, clarifier. Calavera #3 A-B-C. Made by Bacon. Slab, C/2 tank. Calavera #4 A-B. Made by H~E . Bacon. Slab, Clarifier. Calavera #5 A-B. Made by H.E. Bacon. Slab, RAS pump house. Calavera #6 A-B. Made by H.E. Bacon. Wall, digester. Calavera #7 A-B. Made by H.E. Bacon. Wal 1, clarifier. Calavera /fo8 A-B. Made by ILE. Bacon. ,(2) City of Carlsbad Engineering Depa rtment · (1) Escondido Ready-Hix TIIC:kh MIX No. ____ 1_1_-_0_1 __ SPEC 28-DAY 5TR. ____ p~ TYPE ___ CEMENT ___ 6_._0 __ Scv SPEC. SLUMP ___ IN ADMIX. ___ P_o_z_z_. _______ _ • STORED a CURED. NOT'TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 4 4 3 3 OTHER 7 -DAY 28-DAY TEST RESULTS AGE 1910 1980 2350 2600 2280 2370 2390 T .H. Chaprr.an, R}E. #12882 DATE MAILED 7 /3/80 7 /17 /80 L:·,j,•~~ --J1J1. • Testing Engineers-San Diego flpl/jj 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 i::~~1/ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No 1505 SUMMARY OF COMPRESSION TEST RESULTS PAGE O_NE P.O. #005448, Account #65-889-0519 Joe: ADDRESS YEAR: LAB NO. C35 2111 2112 • 2238 2239 2240 2253 2254 Lake Calavera Hills Sewage Plant Carlsbad, California 1980 DATE CAST MO. DA. 6/24 6/24 7 /8 7 /8 7 /8 7 /10 7 /10 LOCATION IN STRUCTURE Floor slab, digester. Calavera lf2 A-B-C. Made by Bacon. Floor slab, clarifier. Calavera #3 A-B-C. Made by Bacon. Slab, C/2 tank. Calavera 114 A-B. Made by H.E. "Bacon. Slab, Clarifier. Calavera li5 A-B. Made by H.E. Bacon. Slab, RAS pump house . Calavera #6 A-B. Made by H.E. Bacon. Wall, digester. Calavera #7 A-B. Made by H.E. Bacon. Wall, clarifier . Calavera #8 A-B . Made by H.E. Bacon. City of Carlsbad Engineering Department Escondido Ready-Mix TIIC:kh MIX No. _____ l_l_-O_l __ SPEC 28-DAY 5TR. ____ p TYPE ___ CEMENT ___ 6_._0 __ Scv SPEC. SLUMP---" AoM1x. ___ P_o_z_z_. _______ _ AGG. s ,z.,........, __ , • STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 4 4 3 3 7-DAY 28-DAY 1910 1980 2350 2600 2280 2370 2390 TESTING E N G INEE R EVIEWED 0 c;;;;;;:, TEST AGE OTHER RESULTS T. H. Ch.:tpman, '"R ., '.:. /!12882 : DATE MAILED 7 /3/80 7 /17 /8( , .. , 41 t;;;;·--,1r1 ·Testing Engineers-San Diego (l/µ{J 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJL.-e-::.J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. -=1.:::.5-"'0.:::.5 __ _ SUMMARY O F COMPRESSION TEST RESULTS PAGE ONE P.O. #005448, Account #65-889-0519 Joe: Lake Calavera Hills Sewage Plant ADDRESS. Carlsbad, California YEAR: 1980 LAB NO. C35 2110 DATE CAST MO. DA. 6/23 LOCATION IN STRUCTURE Floor slab, Cont. House. Calave ra #1 A-B-C. Made by Bacon. Mix No ____ f/_6 ____ _ SPEC. 28-DAY STR. ____ P s t TYPE ___ CEMENT __ 6_.5 __ _ Scv SPEC. SLUMP -~-•N. ADMIX _____________ _ A GG. S1z~----IN • STORED a CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH . PSI OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS fllAILCO IN. AGE 4 1840 3170 60-day ,,(Disc. 7 /3/80 7 /24/80 I (2) City of Carlsbad EnginecVritll e part~ent, Attn: Mr. Bacon (1) Calavera Hill s , Attn: Ted Don ld ( (1) Escondido Ready Mix T ESTING ENGINEER S. S N DIEGO THC:kh l ·., \ _. , ---=----, :;, Testing Engineers-San· Diego ~ ~-1-~', I (~ ~ : .... ,,, }' fl f;.r?l : f G}}=j 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 IYJ::._~.i) 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 ro,u,t , FILE No 1505 SUMMARY OF COMPRESSION TEST RES UL TS PAGE ONE P.O. 4/005448, Account f/65-889-0519 JOB: Lake Calavera Hills MIX No. 416 SPEC. 28-0AY STR. Sewage Plant ADDRESS: Carlsbad, California TYPE CEMENT 6.5 Scv SPEC. SLUMP ADMIX. AGG. SIZ"' 1980 • STORED 6 CURED. NOT TESTED YEAR: ULTIMATE COMPRESSIVE STRENG TH. PSI LAB NO. DATE OTHER CAST LOCATION IN STRUCTURE SLUMP 7 -DAY 28-DAY TEST C35 MO. DA. IN. RESULTS A GE 2110 6/23 Floor slab, Cont. House . 4 1840 3170 60-day *Disc. Calavern ffal A-B-C. Made by Bacon. , ... - '. (2) City of Carlsbad Engineering De partment, Attn: Nr. Bacon (1) Calavera Hills, At tn: Ted Donald (1) Escondido Ready Mix TESTING ENGINEERS. S N D IEGO R EVIEWED B Y / /~ THC:kh P s IN ,~ DATE MAILED 7 /3/80 7 /24/80 '• , Jurisdiction of ........................................................................... . GENERAL PLAN CORRECTION LIST~ r--<.. ~ ~ ~ Booed on 1976 .'dlllon of the Unlfonn B,lldln<Cod'... ~ :b·:d~~~~-: :i ·:::_ tk;<_ :~:~~:;c~~r~67 City .~................................................ Type of Occupancy H -I )· 'c State ............................................................................ Construction ···:,;;,;-rr-······Classification .................... . Total Allowable Floor Area ................................ Sq. Ft. Fire Zone No. ·~········ Stories .............................. . Basis for Increase Floor Area: Floor (Max.) ...................................................... Sq. Ft. Floor (Total) ...................................................... Sq. Ft. Corrections checked below are to be made on plans before permit is issued. The approval of plans and specifications doe$ not permit the violation of any section of the Building Code, or other City Ordinance or . State Law. GENERAL (c) All openings protected with fire assemblies having a fire-resistive rating of one•and•one• 1. Valuation should be$ ........................................ half (three) hours. (d) Ducts through area separation walls should 2. Show job address on plans. be avoided. If allowed, fire dampers on each side of the wall are reQuired. 3. Give name of person responsible for plans. 4. Submit fully dimensioned plot plan. 10. A fire•resistive occupancy separation in conform· Give all dimensions on plot plan. ance with Table No. 5·8 and Section 503 is 5. required between the AREA LIMITATIONS AND GENERAL ................................................ ( ............ •hours) OCCUPANCY REQUIREMENTS ················································ ( ............ •hours) 6. Ground elevations should be shown at corners . ............................................... ( ............ •hours) of the building and at changes in ground slope. The ground elevations should be taken at the 11. Horizontal occupancy separations should be sup• lowest point between the exterior wall and a ported with a structural system having equiva• point 5 feet out or at the property line, if lent fire-resistive protection. Section 503 (b). closer. Where the exterior wall is parallel to and 12. The building is limited to ........................ stories within 5 feet of a public sidewalk, alley, or other public way, the ground elevations should ( .................. feet in height) as a Type .............. be the elevation of the public way. The number structure. Section 507 and Table No. 5•D. of stories in this building cannot be determined ·······························-···-·-···································· until this data is furnished. ·············································-···························· 7. The total floor area is limited to ........................ square feet. Sections 505 and 506. -···············································-························· 8. Unobstructed yards of .................... feet should 13. A room in which a water closet is located should be maintained on .................................... sides be separated from food preparation or storage of the building for area purposes. Section 506. ,,, , rooms by a tight•fitting door. Section 510. 1//1 9. Provide details to show that .............................. TYPE OF CONSTRUCTION ?&I/wile •hour area separation walls should comply with /, Section 505 (c). I/I 14. Type V (ll•N) (lll·N) buildings are not permi#ed (a) Extend vertically from the foundation to a in Fire Zone No. 1. Section 1602 (a). point 30 inches above the roof. (b) Total width of all openings limited to 25 per• 15. Roof coverings should be fire retardant. Section cent of the wall length in the story under 1603 (a) or 1704. Details or specifications consideration. complying with Section 3203 (e) are required. Form 200.3 Sheet No. 1 of 6 Sheets 16. Exterior (court) walls within .................... feet of lines should be of ................ -hour construction. Section .................... 03 (a). 17. Openings in exterior (court) walls within .......... .. 18. feet of property lines should be protected with three-fourths-hour fire assemblies. Section .................... 03 (b). Usable space under the first floor except in Group I (J) Occupancies should be enclosed as required in Section 1703. 19. Fire•resistive construction for structural frame elements in the exterior walls should comply with Footnote No. 1 of Table No. 17-A and Section ............... .......... See Section 1702 for clarification. 20. Building paper should be applied to exterior walls as specified in Section 1707 (a). 21. Enclosures for floor openings should comply with Table No. 17-A, Section 1706. Details should clearly indicate this. 22. Structural members carrying masonry or con- crete walls in buildings over one story in height should be protected with minimum one-hour fire protection. Section 1708. 23. Nonabsorbent finish and backing for toilet room walls and floor should conform with Section 1711 (a). 24. Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 6 feet. Section 1711 (d). 25. Doors and panels of shower and bathtub en- closure should comply with Section 1711 (e) to (g). 26. Parapet walls not less than ................ inches in height are required. Section 1709. 27. Eave overhangs and similar architectural pro- jections should comply with Section 1710. 28. Projections beyond the exterior wall should con• form with the least restrictive of the following: (a) A point one•third the distance to the proper- ty line from an exterior wall. Section 504 (b). (b) A point one-third the distance from an as- sumed vertical plane located where fire- resistive protection of openings is first re- quired due to location of property. Section 504 (b). 29. Envelope ceilings should satisfy the following conditions [Section 4303 (b) 6.): (a) Should not be used to provide fire protec- tion beam and girders supporting more than one floor. (b) Columns should be individually fire pro- tected. (c) Duct and outlet openings are limited to 100 square inches in each 100 square feet of ceiling area and should be protected with approved fire dampers. (d) Electrical outlet boxes should be of steel and not greater than 16 square inches in area. 30. Gypsum board ceilings in conjunction with fire- resistive assemblies . should be supported at intervals not exceeding 16 inches. Item 25, Table No. 43-C. 31. 32. 33. 34. 35. Wood stripping or suspended wood systems for gypsum board ceilings should be not less than 2-inch nominal thickness. Section 4704 (b). [Section 4703 (b) for wall stripping.] Final partition layouts and details should be sub- mitted prior to installation to justify compli- ance with occupancy, fire-resistive, structural, and exit requirements. Justifying test data in conformance with Section 106 or an ICBC research recommendation is required for ....................................................... Rooms in which rubbish (linen) chutes terminate should be separated from the remainder of the building with a one-hour occupancy separation. Section 1706 (c). Openings into rubbish and linen chutes should not be located in required exit corridors or stairways. Section 1706 (c). SPECIAL OCCUPANCY REQUIREMENTS Group A 36. A-3 Occupancies should be of one-our fire- resistive construction if located in basement or above the first story. Sectio 02 (b). ----37. A-2.1 Occupancies with an ccupant load of 1000 or more should be · Type I, 11-F.R., II one-hour, Ill one-hour IV one-hour build· ings. The assembly r m should not be in a basement if it con ins this high occupant load. Section 702 ). 38. The main entran should front directly upon or have a 20-fo wide access to a public way at least 20 fe in width. Section 703. 39. light and entilation should comply with Section 705. 40. A O -Hour Fire-Resistive Occupancy Separation i equired between the boiler or central heat• · g plant and the rest of the building. Section 708. Exterior openings for rooms containing a boiler or central heating plant should be protected with three-fourths-hour fire-resistive assemblies that are fixed, automatic, or self-closing if lo- cated below openings in another story or if less than 10 feet from other doors or windows in the same building. Section 708. Group E 42. Atmospheric separations should comply Section 802 (b). 43. Use of rooms should be clarified. N that rooms in Divisions 1 and 2 Occupa 1es used for day care purposes and roo used for kindergarten, first, or second oe pupils and Division 3 Occupancies c ot be located above the first story. Sec · n 802 (c). 44. Special hazard rooms other portions of t building by not less than a One-Hour Fir esistive Occupancy separa- tion. Section 2 (d). 45. One requi exit should front directly upon, or have 0-foot wide access to, a public way at lea O feet in width. Section 803. S itary facilities should be provided in accord• ance with Section 805. Light and ventilation should comply with Section 805. Sheet No. 2 of 6 Sheets 48. A One•Hour · • esistive Occupancy Separation is req · between the boiler or central heat• in ant and the rest of the building. Section 8. Group 49. Group I, Division l Occupancies sh Type I or Type ll·F.R. constructio nless com- plying with the Exception in Se 10n 902 (b). 50. Group I, Division l (2) Oc ancies should be of one-hour fire-resistiv construction. Table No. 5•C. 51. light and ventilatio should comply with Section 905. 52. A One•Hour · e•Resistive Occupancy Separation is requir between the boiler or central heat• ing pla and the rest of the building. Section 908. 53. rior openings for rooms containing a boiler r central heating plant should be protected with three•fourths•hour fire•resistive assemblies that are fixed, automatic, or self•closing if located below openings in another story or if less than 10 feet from other doors or windows in the same building. Section 908. Group B 54. Motor vehicle service stations should be of non• combustible fire•retardant treated wood or one· hour fire•resistive construction. Section 1102 (b). 55. Storage areas in excess of 1000 square feet in connection with wholesale or retail sales should be separated from the public areas by a One• Hour Fire·Resistive Occupancy Separation un• less the building is equipped throughout with an automatic fire-extinguishing system. Section 1102 (b). 56. light and ventilation should comply with Section 1105. 57. Exhaust ventilation at or near floor level is re• quired by Section 1105. 58. A One•Hour Fire•Resistive Occupancy Separation is required between a boiler room or central heating plant and the rest of the building. Sec· tion 1108. Group R-1 59. A Group H Occupancy more than two stories height or having more than 3000 square et above the first story should be of on our fire•resistive construction throughout. ection 1302 (b). 60. The following rooms should have as specified in Section 1305 which is openable. 61. Mechanical ventila · g system in bathrooms should provide · e air changes per hour di· rectly to the o side. Section 1305 (a). 62. Windows fro .......................................... should not be co idered as furnishing required light or ventil 10n since they do not open to a yard, court, r street in accordance with Section 1305 a). 63. s bounded on four sides with walls should at least 10 feet in length. For courts more han two stories in height, the required width should be increased by one foot and the re• quired length by 2 feet for each additional story. Section 1306 (c). 64. Every sleeping room below the fo 65. should have at least one windo r exterior door approved for emergency 1t or rescue. Section 1304. .. .......... room should g height required in 66. . ..................................................... room should have a mini m superficial floor area of quare feet. Section 1307 (b). 67. Efficienc clwelling units should comply with Sectio 1308. 68. A O e•Hour Fire·Resistive Occupancy Separation · required between a boiler room or central heating plant and the rest of the building. Section 1312. Every dwelling unit and guest room should have comfort heating facilities as specified in Sec• tion 1311. Group M 70. Group M Division l Occupancie 1000 (3000) square feet in or area and one story in height. Section 2. 71. Garages should n open directly into a room used for slee · g purposes. Section 1504. 72. An appr noncombustible material or asphal• tic ing material is required for garage floor aces. Section 1504. EXIT REQUIREMENTS 73. An occupant load sign is required in classrooms, assembly areas, etc., having an occupant load of more than 50. Section 3301 (j). See ........... . 74. Conforming exits are required from the areas below as specified in Section 3302 (a). 75. Exits should have a minimum separation of one· half the maximum overall diagonal of the build· ing or area served. Section 3302 (c) ............. .. 76. No point in the building should be more than 150 (200) feet from an exterior exit, horizontal exit, enclosed stairway, or exit passageway, measured in the direction of travel. Section 3302 (d) ....................................... , ................. .. 77. Exit door should swing in the direction of egress. Section 3303 (b). See doors ............... . 78. Double acting doors are not allowed where serv• ing a tributary occupant load of more than 100. Section 3303 (b). 79. Exit doors should be openable from the inside without the use of a key, special knowledge, or effort. Section 3303 (c). Note also that flush bolts or surface bolts are prohibited. 80. Exit doors should be a minimum size of 3' x 6'8H with a minimum door swing of 90 degrees. Section 3303 (d) .............................................. . 81. The net dimension (clear width) at doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d). In consideration of door thicknesses, panic hardware, door swing, etc., the required exit widths have not been furnished. See door Sheet No. 3 of 6 Sheets 83. 84. 85. 86. 87. 89. A floor or landing not more than l inch below the threshold is required o'n each side of an exit door. Section 3303 (h). Doors should not project more than 7 inches in- to the required corridor width when fully opened or more than one-half into the required corridor width when in any position. Section 3304 (d) ......................................................... . Revolving (sliding) (overhead) doors are not per- mitted as exit doors. Section 3303 (f). Exit doors should provide immediate access to an approved means of egress. Section 3303 (g). Exiting through another room does not com- ply, except as provided for in Section 3302 (e). Corridors should have a minimum width of 44 Inches. Section 3304 (b). Corridors serving nonambulatory persons should have an 8-foot minimum width. Section 3318 (c). Dead end of corridors and exit balconies are limited to 20 feet. Section 3304 (e). Walls and ceilings of corridors should be of one- hour fire-resistive construction. Section 3304 (g). An architectural section through the corri- dor is necessary to determine how this is accomplished. 90. Exterior exit balconies cannot project into an area where protected openings are required due to location on property. Section 3304 (i). 91. Interior openings lrito corridors should be pro- tected as specified in Section 3304 (h). 92. 94. Stairway .......................................... should have a minimum width of .................... inches. Trim and handrails should not project more than 31/4 inches into the required width. Section 3305 (b). Risers on stairways should not exceed 7½ Inches and runs should not j>e I,ss than 10 inches. Section 3305 (c). ~ .,, 12 I I. I I L d. t . • ') an ings on s airways should have a dimension in the direction of travel equal to the width of the stairway but need not exceed 4 feet. Sec• tion 3305 (g). 95. Landings should not be reduced in width more than 3½ inches by a door when fully open. Section 3305 (g). 96. 97. 98. 101. 102. Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (h). Vertical distances between stairway landings are limited to 12 feet. Section 3305 (i). Handrails should be placed not less than 30 inches nor more than 34 inches above the tread. Section 3305 (j). Two handrails are re- quired where stairways exceed 44 inches in width. Guardrails for stairs, balconies, and landings should conform with Section 1716. Note that ma.11imum clearance between intermediate rails is'jf inches. f2 '' Openirygs in . exterior walls within 10 feet of exterior stairways should be protected with self-closing three-fourths-hour fire•resistive as- semblies. Section 3305 (I). Enclosed usable space under interior stairways shou_ld be protected on the enclosed side as required for one-hour fire-resistive construc-tion. Section 3305 (m). Noncombustible exterior stairs are required. Section 3305 (n). 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. Sheet No. 4 of 6 Sheets Exterior stairs should not project into an area (yards or courts) where wall openings must be protected. Section 3305 (n). One stairway should extend to the roof. Section 3305 (o). It must be in a smokeproof enclosure in buildings over 75 feet in height. Section 3309 (b). Six-foot 6-inch minimum headroom clearance for stairways should be indicated on plans. Section 3305 (p). Note that this is from a plane tangent to the stairway tread nosings. Ramp slopes should not exceed one foot in ................................ feet. Section 3306 (c) (d). Surface of ramps should be roughened or of a nonslip material. Section 3306 (f). Stairways should be enclosed as specified in Section 3308. (a) One (two)-hour fire-resistive walls are re- guired. (b) nly exit doors are allowed to open into exit enclosures. (c) Doors should be labeled one (one-and-one- half)-hour fire assemblies. (d) Exit enclosures should Include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as re- quired for the exit enclosure, including pro- tected openings. Only exit door's are per- mitted .to open into the corridor. (e) An approved barrier is required at the ground floor to prevent people from acci- (f) dentally continuing to the lower level. Usable is allowed space not under the stairs. ............................................................................... One exit from the building should be a smoke- proof enclosure complying with Section 3309. Openings into exit courts less than 10 feet wide should be protected with labeled 45-minute fire assemblies. Section 3310 (d). Also see "exit court" definition in Section 3301 (c). Openings more than 10 feet above the court floor ere exempt. No openings other than required exits are per- mitted in exit passageways, The passageways should be of ........................ -hour fire-resistive construction. Section 3311 (a). Exit illumination and signs should be provided in conformance with Section 3312. Aisle (cross aisle) in auditorium should have a minimum width of ............................... Section 3313 (b). Section 3313 (e). Panic hardware is required on exit doors serving Group A Occupancies having an occupant load of more than 100. Section 3316 (a). In lieu of this, doors shall have no locks or latches. Main and side exits in confonnance with Sec- tlon 3315 are required for 8-2 (1) Occupancies. Section 3316 (a). Corridors of Group E Occupancies should have a width required by Section 3302 plus 2 feet, but not less than 6 feet. Section 3317 (e). Each floor above or below the ground floor level of Group E Occupancies should have no less than two exit stairs. Section 3317 (g). Exit stairs serving an occupant load of more than 100 in a Group E Occupancy should have a minimum clear width of 5 feet. Section 3317 (g)." Every room with an occupant load exceedin1 300 should have one of its exits into a separate exit system. Section 3317 (b). 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. When three or more exits are required, no more than two required exits should exit into the same exit system. Section 3317 (b). No point in a room in a building should be more than 75 feet to an exit corridor, enclosed stair- way or exterior of the building. Section 3317 (c). Exiting through adjoining rooms should comply with Section 3317 (d). Panic hardware is required on exit doors serving 100 occupants rooms containing more than and in corridors of Group E Occupancies. Sec- tlon 3317 (j). All required exterior exit doors in a Group I Oc- cupancy shall open in direction of exit travel. Section 3318 (a). Doors from bedrooms and wards of Group I Occupancies and all exit openings where non- ambulatory patients are housed should have a m inimum clear width of 44 inches. No pro- jections in 3318 (b). this width are allowed. Section panic hardware is required on exit doors serving more than 50 occupants in Group I Occupan- cies unless there is no latch or lock. Section 3318 (f). FLOOR, ROOF CONSTRUCTION, COVERING, SKYLIGHTS, ROOF STRUCTURES The space between wood floor construction and a suspended ceiling below should be divided into areas not exceeding Section 2517 (f). 1000 square feet. 138. 139. 140. 141. 142. 143. 144. -Att;" of oombu•bble moten,1 ,hould be d;,ldod ~-1 5 Into areas not exceeding 3000 (9000) square • · feet. Section 3205 (b). Roof draloa,e ,hould be oooducted uode, the X 116· public sidewalk. Section 3207 (e). Overflow drains having the same size as roof drains and on independent drain lines are re-/ 147. quired. In lieu of this, overflow scuppers three times the size of roof drains should be installed ~ in parapet walls. Overflow system should have inlets located 2 inches above the low points of the roof. Section 3207 (c). 148. The aggregate area of penthouses and other roof structures cannot exceed 331/3 percent of the supporting roof area. Section 3601 (b). 149. FIRE-EXTINGUISHING SYSTEM 150. An approved automatic fire-extinguishing system in the ............................................ is required. 151. Section 3802 (b). This includes blind spaces' enclosed wholly or partly by combustible con- struction. Dry standpipes are required in buildings four or 152. more stories in height . Section 3803. Wet standpipes are required as specified In Sec- tlon 3804. 153. Combination standpipes are required in build-· ings exeeding 150 feet in height. Section 3805 (b). 154. Buildings six stories or more in height should be provided with not less than one standpipe dur- Ing construction. Section 3806 (b). 155. Fire-extinguishing system plans should be sub- mitted to you to determine compliance with 156. applicable building, plumbing, and fire codes. Sheet No. 5 of 6 Sheets FIREPLACES AND CHIMNEYS Chimneys should comply and 3704. with Sections 3703 Fireplaces and barbecues should comply with Section 3707. FINISH WORK The interior wall and ceiling finishes should be specified and comply with Table No. 42-B and Section 4203. Gypsum wallboard (interior lath and plaster) cannot be installed on weather-exposed sur- faces. Sections 4705, 1711. See Section 424 for definition of weather exposed surface. Skylights should comply with Chapter 34. Plastic skylights are allowed onl~ under the conditions specified in Section 520 . Glass and glazing should comply with Chapter 54. Type and thickness of glass should specified. be Glass and glazing subject to human should comply with Section 5406. impact STRUCTURAL Special inspection in conformance with Section 305 is required. Soil classification in conformance with Table No. 29-B and ............................ pounds per square foot soil bearing value used in design should be specified on plans. Section 2905 (a). The foundat ion investigation report mentioned in plans was not included in data forwarded to us. It should be submitted for review. All masonry or concrete elements resisting seis- mic forces should qualify as reinforced ele- ments. Section 2312 (j) 2B. Precast concrete wall panels are limited to an hit ratio of 36 (25). Section 2616 (c). Wood members may support loads from ma- sonry or concrete only under the conditions specified in Section 2516 (a). Structural calculations should be submitted to justify the adequacy of the structural system in resisting seismic and wind loads, and sup- porting dead and live loads. This includes foundations. Justifying calculations and details should be pro- vided for ............................................................ ···························-····································---······· Roofs shall be designed for snow loads of ...................... pounds per square foot. Section 2305 (d), The roof should be designed for uplift wind pres- sures with due consideration for lateral support of compression flanges of flexural members. Floor load should consider a 20-pound per square foot partition load. Section 2304 (d). Marquees should be designed for a 60-pound per square foot live load. Table No. 23-A. 157. Garages for the storage of private pleasure cars should be designed for a minimum 2000•pound wheel load. Sectio,, 2304 (c). 167. Details should be provided on roof (floor) dia• phragm connections that indicate how the shears are transferred to vertical shear•resist• 158. Live load reductions should comply with Sec• tion 2306. ing elements. Connections should be justified with structural calculations for compliance with 159. Glued•laminated lumber should be fabricated in allowable values. accordance with Section 2511 (f). 168. Nailing for gypsum board (lath, sheathing board) 160. Allowable stress in glued•laminated members over 12 inches in depth should consider a depth reduction factor. Section 2511 (d) 6. 161. Bolted connections exposed to the weather are limited to 75 percent of the allowable load under protected conditions. Where always wet, the allowable load shall be 67 percent of the allowable load under protected conditions. U.B.C. Standard No. 25·17. 162. Anchorage of concrete and masonry walls should comply with Section 2310. used structurally on shear walls should be specified to comply with Table No. 47•1. 169. Shear walls utilizing gypsum board (lath, sheath• Ing board) cannot be used to resist loads im• posed by masonry or concrete walls. Footnote 1, Table No. 47-1. 170. Railings should be designed to withstand a 20 (50) pound ·per foot horizontal force. Table No. 23-B. 163. Plywood grades should conform with Table No. 25•8. 171. Ceiling framing should be designod for total load of not less than 10 (20) pounds per square foot. Table No. 23·8. 164. Justification is required that sufficient slope or camber is available to assure adequate roof drainage after long time deflections. In lieu of this, roofs must be designed for possible pond· ing of water. Section 2305 (f). 172. Interior partitions should be justified structurally for strength and deflection criteria specified in Section 2312 (b). 165. Details on stressing method and hardware along with justifying data are required on prestressed concrete work. This data should be submitted and approved prior to ordering of material. 173. . ................................................... should comply with a specific ICBO research recommendation or justifying test data should be submitted in compliance with Section 106. Note that all tendons should comply with Sec• tion 4303 (c) 3, for fire•resistlve purposes. 174. Plans should indicate that foundations extend below the frost line. 166. Welding data or details for steel decking used as a diaphragm should be provided. Information should comply with a specific ICBO research recommendation or test data submitted in 175. Provide complete specification In conformance with the design for ............................................ compliance with Section 106. Additional Corrections: These sheets are a part of the plans and shall remain attached thereto. Corrections as above indicated will be complied with. Rechecked and Approved ........................................................................... (Sign Here) ............................................................................ . (Slanature of Owner or Applicant) Date ......................................................................... . 4 -I Q _. '?CJ Date .................................... J .... L .......................................... . Sheet No. 6 of 6 Sheets L.:~~~::~;:;.~~~-1~~ ' ~2:~_--, --· . ~ . , ~ ' '--'C:::i~-~~ ·--- ~ \f . . . . / ------- ..... ~_ ,.,.__ ___ , . ,_ ~ L . -._aJ/s,:-, -------· ---------'---___ .__,_ --- ' »9'..-~-~ . ---~~ . ---------•,---~ ~J --------~--- ------~- _ ___,;;..... ... _ ------,----------· ..---..--.. -;.:,---------___,..__ ------ / . -.,. ADDENDUM TO COMMERCIAL PLAN CHECK SHEETS Show electric ground as per City Code Section 18.12.240 ction 250-26(c) amended --Grounding Separately Derived A ternating-Current Systems. Sectioa 250-26(c) is amended by the addition of the following after the first sentence. "The primary grounding method shall be that which is refer- red to as the "Uffer Ground" consisting of 20 feet or more of 84 reinforcing bar or larger placed 3 inches up from the bottom of the concrete footing ·and #4 or larger copper con- ductor wrapped around the rebar to support the copper con- ductor. The conductor may be required to be larger than #4, depending on the conductor size per table 250-94. Aluminum conductor is prohibited." Water piping to be bonded to the g ounded system. · Submit duly signed compliance certificate and California JP. ~~-~-rge ~esign calculatio~s. Show ALL hot water lines to be insulated. · Automatic entry doors to be designed as "break-away" doors as per U.B.C. Standard #33-1. 5. Provide a profile .detail of the entry door and ramps to ly ~ith U.B.C. Sections 3303(h) and 3306. · Note on plans: $._ C'i\.)\ _ - . . A. Survey markers to be exposed. B. Job site to be identified with address. f'U-s~:,J for roof mounted equieme nt and ~ping and ducts withi n the building. show all BUILDING BUILDING PLANNING DEPARTMENT ZONE __________ LOT SIZE _________ LOT WIDTH ___ __,,,,.~----- UNITS ALLOWED UNITS PROVIDED -----------------"'---------- PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: ALLOWED PROVIDED ------- INTRUSIONS LANDSCAPE & ENVIRONMENTAL PROT ADDITIONAL DATE REAR SETBACK: --------________ DATE ____ _ ENGINEERING DEPARTMENT ·R.O.W . IMPROVEMENTS --------------------- SEWER CONNECTION DRIVEWAY LOCATIONS ---,,------------------- '·GRADING PERMIT EASEMENTS DRAINAGE -----,---------------------- ., DATE PWI OK TO FINAL DATE ------------------ .,,uG ,2p~ e-xnA)1,11si..ee 7¥~ SPF i LING SYSTEM ---FIRE PROTECTION EQUIP.~£ 7 ~Q-J ~ "'1 ALARMS a,ADt,EL)E~@ _, 4¥ EXIT8==:==:::::'.==========----~---- FIRE HYDRANTS ___ c:,_;_K...,____ _____ _ ADDITIONAL COMMENTS OK TO IS ~~TER DEPARTMENT '.QUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE ________ _ .. INTERDEPARTMENTJ ~. t-NFORMAT ION SHEET UILDING DEPARTMENT DATEflECEIVED • ,UILDING ADDRESS: 0 PLANNING DEPARTMENT J.r ~~ 7 '2-<3/ ~~n~ iartment ZONE '---LOT SIZE U, 5 v. C. LOT WIDTH .J 0~ ------------------ UNITS ALLOWED UNITS PROVIDED PARKING SPACE_S_R_E_Q_U_I_R_E_D __ ~\----PROVI_D_E_D __________ _ -----------_ _..... ________ _ % COVERAGE ALLOWED ______ \__,__ ______ PROVIDED BUILDING HEIGHT ALLOWED PROVIDED FRONT SETBACK: ALLOWED PROVIDED ------- INTRUSIONS ---------- SIDE SETBACK: \ \ LANDSCAPE & IRRIGATION PLAN COMMENTS: ENVIRONMENTAL PROTECTION REQ: ADDITIONAL COMMENTS: , . OK ~ ENGINEERING DEPARTMENT REAR SETBACK: .:R.O.W. ,A~/4 SEWER CONNECTION INDUSTRIAL WASTE o/,4.. IMPROVEMENTS /4t/4 -~7+--'~----~7~-----f.1/A DRIVEWAY LOCATIONS () K . -'---"----------~..,__ ________ _ ·, GRADING PERMIT ISSUel) LEGAL DESCRIPTION EASEMENTS __ ___.0',,,<--A----'---____ DRAINAGE __ O~·~f--:_. __ ----------=--:----:--:::==------------------ ADD IT ION AL COMMENTS .f., FEP -t= X EM p, 7 FIRE DEPARTMENT ' ' 0 0K TO ISSUE: K TO FINAL ______ DATE ____ _ WATER DEPARTMENT REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE ________ _ TO: LAKE CALAVERA HILLS Ray Green 1207 Elm Ave., Suite D Carlsbad, Ca. 92008 (714) 729-4912 0073 DATE JOB# SUBJECT: Page 3 REPLY: Additional Requests Continued . Sheets 25 to 30 l. Shop will be used for repair of equipment necessary at plant. Lab will make the necessary tests as required by Regional Water Quality Control Board. 2. Platforms have been provided, both are electric. 3. Noted on sheet # 26. 4 Vented louvered door -electric. Heat pump. Attached are two sets of the corrected signed blueprints for your file . A:'1L)H· E :W . "---~A~->~:-:,E-: l~ s ·-..-a~:L)C~ ··a·· LjF".!' AL_ E.:.::.NC.; 1.· t'-,H:::.~:F:: F~ 4"i'~-3 South Marer.~10 Ave •• Pasad P.na. Ca lifornL,~. '31101. r-I~ iv 8' £ :.i-, .r n ;:J r. Ill ~ -lU -...J ..... < ct) -.. w ~ r -.b -· . -..,. CONTROL BUILDING CALAVERA HILLS (]) _i----\_ -, :::z:t:z~ ~zz:ncr~E:2:::zzaf -;_S;p~ ~itc~ ~--t_ B~~,,--1 w~ (CotJw~. \NW NOT K&t> .. ) ~X4--· ....J___...i:e,,=I c;= ... =1-1---t"' B B \ ' s nrt=-L--. MI<~ I ON : ( 'Lt,; ~ -·_ -· -------· . ---- ·---=--.-... 4-;,ci ---. ( .. • Al'JDRE·w NAs~=-a:=..::.f=~ STR:lJCTlJRAL ENG I NE:.E·.R CONTROL BUILDING CALAVERA HILLS UNIT LOADS TILE --------------> DL psf psf psf psf psf osf TOTALS-----> 20.5 DL+ 16 LL= 36.S TL PLYWD TRUSS C!-G MISC = 12.0 = 1 .. 5 = 4.0 = 2.0 = 1. 0 UNIT !tor Lo{W Tr.ib 2.00ft ( 20.5 DL+ 16.0 LL>psf = 41.0 DL+ 32.0 LL= TL plf Tr_i b 20. 00ft ( Trib 10.67ft ( Trjb 1 :00ft ( Trib 16.00ft < 20.5 DL+ 20.5 DL+ 90.0 DL+ 20.5 DL+ '30.0 DL+ 16.0 LL)psf = 16 .. o r:_L , D s f = 0.0 Lf_)psf = ----------:----. 256. 2 DL+ 200. 0 L _L= rE,. 2 TL ~; f 10 ~ ~s f ~~:=;)' 4iO.O DL+ 320.0 LL= 730.0 TL plf '360.3 DL+ 0.0 LL= 960.3 TL plf C'fo43,:0 Tv ~ ~ ~---- 16.0 LL)psf = 2 0.5 DL+ 16.0 LL= 36.5 TL plf 0~0 LL)psf = 1440.0 0L+ 0.0 LL= '1440.O _TL plf ra 4\,1)1/ ~ Ct1 e,.9 . ~ . ( . Ai~oRc.-=:-.:.w NAS~:>E::R s··r-RUCTUR.Al- ENG l.'. N E:ER . 479 South Marengo Ave., Pasadena, California, 91101. . . CONTROL BUILDING CALAVERA"HILLS ~_,,: . -. --............. -........ -.. --............................................. . LOADS W plf Unifrm · W p l f Un i f rm FORCES REACTIONS R SHEARS MAX V BENO I NG MAX M AXIAL(T+ C-) X +Oplf +Oplf 0.00ft +457plf · +1 00p lf t =================================t 9.00ft +2506p +250Gp +Oplf +Oplf 0.00ft +Op +2506p -2506p +Op +Ofp +563'3fp +Ofp t========================·========t +Op +Op +Op WOC:)0 SECT I ON STRESS GRADE psi Iner 1. 25 BDG=1200 TEN= 950 COM= 950 SHR= 85 E=1200ks: ~ ~ SIZE~x10 (8= 3. 500" O= 9.250") A= 32in2 [ l PROP RTIE S= 49in3 I = 230in4 [ l Buck g Ld= 9.0ft Ld/0=11 C l Buckling Lb= 1.1ft Lb/8= 3 St r ess/ALLO W ps~---> Te~s+ Comp- Bendg TOP (fb/Fb) S hear @ D (fv)= Bendg BOT Cfb/Fb) Axial onA (fa/Fa ) COl'"1B I NE ~ fb/Fb + fa/Fa ----> fb/Fb + fa/Fa ----> DEF-LE:::.c-.·-I Cll',J +0/ +0 -1355/ -1500 +0/ +O* +96 +96* +01 +O +1355/ +1 500 +0/ t ====~============================t +0/ +o.or. +o.or. +O +0/ -'30.3X +90.3X +O +0/ +o.o:r. +0.0% +O +0 ?< Fv= 106 +O +O ---> TOP FIBERS ---> BOT FIBERS , • .Mt,..X I MUM DEFLECT I ON +0. 000" R~·ro 1..ength/Defl 0 +O. 2"35" 365 +o.oooa 0 ....... ANDRE:w NASSE:R STRUCTURAL ENG :r Nl.==:ER CONTROL BUILDING CALAVERA HILLS 479 South Marengo Ave., PasadP.na, California, 9 1101. @ • • • • • • • • • • • • • , • • • • • • • • • • • • • • • • • r • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • -• • • • • • • • • • • .. ·LOADS · Pp @ Pnt A W plf Unifrm +Op +Oplf 0.00ft 0.0ft +Op 0.0ft +4000p +30plf +30plf t =================================t ======== 19.75ft 5.25ft FORCES REACTIONS R SHEARS MAX V BENDING MAX M -737p +5487p +Op -737p -1329p +4157p +Ofp -15394fp -20413fp t======-===========================t======== AXIAL(T+ C-) X +Op +Op +Op STE.EL W 10 X 2 6 # [ l <---5.77 in X .44 in Flange ][ l[<---7-.26 in X 9.45 in Web <TOT D= 10.33 in} l[ C l Es=2'3000ksi F s.:=36000 p si Cb=1. 75 Ag= 7.S3in2 Aw= 2.68in2 G= 12.55in3 St= 27.5952in3 Sb= 27.S952in3 I= 142.S292in4 Ryt=L 54in Ryb=1.54in Rx=4.34in Ry=1.36in Stress/ALLOW ps~---> Te~s+ Comp- +0/ +O +66·34/+2 1600 +8876/+21600 5.0ft Lx= 19.75 Ly= 19.75 K = 1.00 Bendg TOP (fb/Fb) Shear <.~ D (fv)= +Q-Jf-+284 +485* +1538 ?< Fv=14400 Bendg BOT (fb/Fb) Axial onA (fa/Fa ) COMBI N E 7- fb/Fb + fa/Fa ----> fb/Fb + fa/Fa----> DE=-..:FLECT I C)N +0/ +O -5694/-12623 -8876/-12623 t ============================= ~==+======== +0/ +O +0/ +O +0/ +O +0.0% +o.or. +30.9% -53.0Y. +41.0Y. ---> TOP FIBERS -70.3! ---> BOT .FIBERS •. f!!f\XIMUM DEFLECTION +o.ooo• -0.189" 1250 +O. 349• 180 . .R~TIO Length/DP.fl 0 , . ' .. , ( I • 'ANDREW NASSER STR.UCTURAL ENGINEER CONTROL BUILDING CALAVERA HILLS 479 South Marengo Ave., Pasadena, California, 91101. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • r • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LC.lADS Pp @ Pnt A W plf Unifrm +Op +Oplf 0.0ft +5487p 4.5ft +557plf +Op +Oplf t =================================t 0.00ft 9.00ft O:OOft +5250p +5250p FORCE:S REACTIONS R SHEARS MAX V BENDING MAX M +Op +5250p -52_50p +Op ~Ofp +17985fp +Ofp t=================================t AXIAL<T+ C-) X +Op +Op +Op STEEL W G X 20 # C I<---6.02 in X .365 in Flange ] [ JC<-----.26 in X 5.47 in Web <TOT D= 6.2 in) ]f. [ _ -------] Es==2"3000ksi F s.= 3E,000p s i Cb.=1. 75 Ag= S.81in2 Aw= 1.61in2 G= 6.41in3 St= Sb= I= 13.2260in3 13.2260in3 41.0008in4 Ryt=L 6Sin Ryb=1. 65in Rx=2.65.in Ry=L 51 in Stress/ALLOW ps~---> Te~s+ Comp~ Bendg TOP (fb/Fb) +0/ +O -1€.318/-21600 +0/ +O Shear @ D (_fv)= +O* +3078 +3078* +O Bendg BOT (fb/Fb) +0/ .+O +1631[</+21600 +0/ +O t=================================t Axial onA (fa/Fa) +0/ +O +0/ +O +0/ +O COMBINE 7-: 7< O.Of-t Lx= Ly= K = { 9. oc 9.0C 1.00 Fv=14-400 fb/Fb + fa/Fa ----> +O.Ol . . . -. . -. . -75.5:Y. ... --.... +o.o,; ---> TOP FIBERS fb/Fb + fa/Fa ----.> +o.or. DE.FLECT X C)N MAXIMUM DEFLECTION +o.ooo· . . --. . . . . +75.5:Y. ........ +0.0% ---> BOT FIBERS -.T:{,irxo Lenqth/DP.f l 0 +0.189" SE,9 +o.ooon 0 I ( , \ . ANDRt.~W NASSC:r-=< STRL.ICTlJf-"<AL ENGINE:.:ER CONTROL BUILDING CALAVERA HILLS 479 South Marengo Ave., Pasad,ma, California, 91101. (§) • • • • • • • • • • • • • • a • • • • • • • • • • • • • • • • r • • • • • r • • • • • • • • • • • • • • • • • • • -• " • • • • • • • • • • • • • • • • LOAD~; Axial(T+ C-) W plf Unif-rm -1694!) +Oplf -1694p +27plf -1694p +Oplf t=====· ===========================t 0.00ft 10.67ft 0.00ft FORCE-s REACTIONS R SHEARS MAX V BENDING MAX M AXIAL<T+ C-) X +144p +144p +Op + 14-4-p -144p +Op +Ofp +384fp +Ofp t===================-==============t -16"34p -16'34p -1694p MASONRY WALL F'c= 750 ps~ NO--> Co~t~~uous I~spect~o~- r ! ! l<---7.625 in=Gross THICK 10.67 ft=Free HEIGi-ff Hit= 16.8 !l<---7.f.25 in= Net THICK !l~ # 4 VERT@ 32 in DC in EACH of 1 Layer <Wt= .26 psf) o!l<---# 4 HORZ@ 4 in DC in EACH of_2 Layer (Wt= 4.01 psf) [ ! ! ] £ ! ! J RE-BAR Grade 40 ---><Wt= 4.27 ps.f) C ! ! l Ef...f d= 3.&00° n =38.7 p=.0017 ~<=.303 j=.'300 Pv=.0008 Ph=.01287 Stress/ALLOW ~-s~---> Te~s+ Comp- Bendg TOP ·(fb/Fb) Shear@ D (fv)= Bendg BOT (fb/Fb) Axial onA (fa/Fa) C OtvlE-{ I NE:=-.: 7-: +0/ +O -195/ -247 +0/ +O +O* +2 +2* +O ?< Fv= +0/ +O +18310/+20000 +0/ +O t=========================c=======t -18/ -277 -18/ -277 -18/ -277 21 fb/Fb + fa/Fa----> fb/Fb + fa/Fa----> -6.6? -85.57. +91. sr. -6.6% ---> TOP FIBE8S -6.6:Y. DEFL_Eca-I ON MAXIMUM DEFLECTION +o.ooo· -6.61. ---> BOT FIBERS -RA.i-ro Length/DP.fl 0 ,61 --.,·T-:f +0.023" 5-428 +o.ooo· 0 ( : ( : , . \. ANC>F;: E :W NAS;~::,E:R STRLJC::T'LJF~AL- ENG I NEER CONTROL BUILDING CALAVERA HILLS 47"3 South Marengo Ave., Pasadena, California, 91101. (lJ . . . . . . -. . . -. -. . . . -. . -. . . . . . . . . . . . . . . . . . . . . -. . . . -. ~ . . . . . . . . . . . . . . . . . . . -. . . . . LOADS A x-'i a 1 ( T + C -) W plf Unifrm -1476p +Oplf -1476p +27plf · -1476p +Oplf FORCES REACTIONS R SHEARS MAX V BENDING MAX M AXIAL<T+ C-). X t=================================t 0.00ft 16.00ft 0.00ft +216p ~216p +Op +216p -216p +Op · +Ofp +864fp +Ofp t=================================t -1476p -1476p -1476p C l<---7.625 in=Gross THICI< 16 ft=Free HEIGHT H/t= 25.19 C J<---7.625 in= Net THICI{ I C J'c-~~----# 4 VF.RT @ 24 in DC in EACH of 2 Layer <Wt= .67 psf) [ ""1--:._ __ # S HORZ @ 48 in OC in Et.,CH of 1 Layer (Wt= .27 psf) C l I l RE-BAA Grade 40 ---><Wt= .'34 psf ) C. l {=:.f:f d= 5.300" n=3B.7 p=.0016 k=.296 j=.902 Pv=.0021 Ph=.00083 Stress/ALLOW ps~---> Te~~+ Comp- Bendg TOP (fb/Fb) Shear (.~ D (fv)= Bendg BOT (fb/Fb) Axial onA (fa/Fa) +0/ +O -230/ -247 +0/ +O* +3 +3* +0/ +O +22090/+20000 +0/ t ===~=============================t --16/ -225 -16/ -225 -16/ +O +O ?< Fv= +O -225 2 C CltvJB X r--l E.. Z: fb/Fb +·fa/Fa ----> fb/Fb + fa/Fa ----> -7.1¾ ••••.•.•• -100.2Y. -7.1% ---> TOP FIBER! -7.1Y. ••••••.•• +110.4% DEF_L_EC;a·· I C)N . ~.1/tX IMUM DEFLECTION +0. 000" RA;TIO Length/Def 1 0 +o.119n 1609 -7. 17. ---> BOT FIBERi +o.ooo· 0 ,t".JC)F;:o E: W g A ~ ~,~::a ::•: r=.c ••·· 1--::;:: l.JC 7-t.JF-< rfC."-.L :1--.1c; T ~"JE:E.:. F~ CONTROL BUILDING CALAVERA HILLS '9 South MarenQa Ave.1 Pasadena. California1 91101. ® LATERAL FORCE NASSER RF or FLR WT (PSF) SHR WALL. WT (PSF) SEIS FACTOR KC WIND PRES WT (PSF) NORTH-SOUTH FORCE 'l'OT SEIS FORCE ( P) 'f OT WIHD FORCE ( P) SEIS GOVERNS DIAPHRAGM ):.ENGTH OF SPAN(FT) ")EEP OF CHORD (FT) JI APHRAGM SHR(PLF) :.:HORD FORCE (P) :,HR WALL 20.50 90.00 .186 15.00 20.00 40.00 / 73.99 ✓ 369.99 N-S DIM (FT) 40 0 00 N-S TOT (FT) 64.oo WALL TRIB H(FT) 5.00 WIND TRIB H(FT) 6.oo E-W DIM (FT) 46. 67 E-W TOT (FT) 80.00 tlALL LONG TRFR(FT) 1/ALL LONG HET (FT) 'HAPHRAGM TRI B(FT) .. 'RANSFER SHR ( PLF) 19.33 4.67 12.50 191.40 · ~--------- .'RANSFER SHR \DD UPPR SHR l'OT WALL SHR mR WALL SHR (P) 3699.9 . 0 1t , / <P> .a '7~-zl,r)l.113,1. 7-G,11:,1.1'l-;x::IB,7r,w..,,,,, (P). 5317.8 -_.--, (PLF) 1138. 72 ------ ::AST-WEST FORCE :'OT SEIS FORCE (P) 12474.9 'OT WIND FORCE ( P) 3600. 0 SEIS GOVERNS JIAPHRAGM .ENGTH OF SPAN (FT) '.•EEP OF CHORD (FT ) ;IAPHRAGM GHH (PLF) :HORD FORCE ( P) iHR WALL 1ALL LONG TRFR(FT) 1ALL LONG HET (FT) II APHRAGM TRIB(FT) 'RANSFER SHR (PLF) 'RANSFER SHR DD UPPR SHR OT WALL SHR HR WALL SHR (P) (P) (P) (PLF) 40.00 46.66 133.67 ✓ 1336.78 11.50 9.00 20.00 542.38 · 6237.4 .o 7200.0 800.00 -------