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Home My WebLink About2470 FARADAY AVE | 6200 EL CAMINO REAL; ; 83-98; PermitU) z 0 s :5 ~ Q a: Ill Q ~ ~ I Ill z g z 0 ~ z Ill A. :I 0 u U) ic Ill ~ a: i ![ I hereby attirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which re-~~~ a~y ~~~~~u~~. ~0r~;:;~j~5 i~1!~~n~~~~~~~8q~~~~I~~~·~~ plicant for such permit to file a ·signed sta!ement that he is licensed pursuant to the provisions of the Contractor's License Law ( Chapter 9 commencing with Section 7000 of Division 3 of the Business and ProtessiontCode) or that is ex-empt theretrom and the basis for the alleged exemption. Any ~~~t;i~ ~~:1rg~tntt~3c1ivfi ~in!~t:~r~~1~i~: ~ij:: ~~~: dred dollars ($500). D I, as owner of the property, or f!IY employees with wages as their sole compensation. will do the work, and the struc-ture is not Intended or offered for sale (Sec. 7044, Business and Protessions 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 intend-ed or offered 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 im-prove for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or im-proves thereon, and who contracts for each projects with a contractor(s) license pursuant to the Contractor's License Law). D As a homeowner I am improving my home, and the follow-ing conditions exist: 1. The work is being performed prior to sale. 2. I have lived in my home for twelve months prior to completion of this work. 3. I have not claimed this exemption during the last three years. D I am exempt under Sec. _______ , B & P.C. for this reason 0 I hereby affirm that I have a certificate of consent to s,lf-insure, or a certificate of Workers· Compensation Insurance, or a certified copy thereof (Sec. 3800. Labor Code). f'OLICYNO COMPANY ~PY IS filed with the city Cl Certified copy 1s hereby furnished CERTIFICAT~ OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed 1f the permit 1s for one hundred dollars (SH)0) or less) D I certify that in the performance of the work for which 1his permit is issued, I shall not employ any person 1n any manner so as to become subJect to the Workers' Compensation Laws of California NOTICE TO APPLICANT If, after makin~ this Cert1- f1cate of Exemption, you should become sub1ect t0 the Workers· Compensation provisions of the Labor Code, you must forthwith comply with such prov1s1ons or this permit shall be deemed revoked USE BALL POINT PEN ONLY & PRE~S HARD . CARLSBAD BUILDING DEPARTMENT IQ ~ ft"..f 1200 Elm, Carlsbad,:California 92008-1989 (619) 438-5525 YO NO REOEVELOPMENT AREA vO ND vO NO PLUMBING PERMIT -ISSUE QTY.I MECHANICAL PERMIT -ISSUE EACH FIXTURE TRAP I / II I INSTALL FURN. DUCTS UP TO 100,000 BTU EACH BUILDING SEWER I • I I OVER 100,000 BTU EACH WATER HEATER ANO/OR VENT I BOILER/COMPRESSOR UP TO 3 HP EACH GAS SYSTEM 1 TO 4 OUTLETS I II I BOILER/COMPRESSOR 3-15 HP EACH GAS SYSTEM 5 OR MORE I I I METAL FIREPLACE EACH INSTAI. .. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT EACH VACUUM BREAKER I II I MECH EXHAUST -HOOD/DUCTS WATER SOFTNER RELOCATION OF EA FURNACE/HEATER EACH ROOF DRAIN ( INSIDE) TOH,L MECHANICAL TOTAL PLUMBING QTY. I ELECTRICAL PERMIT -ISSUE s_,-QTY. I SOLAR -ISSUE NEW CONST EA.AMP/SWT/BKR COLLECTORS 1 PH 3 PH STORAGE TANKS EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE 1 PH 3 PH PUMP REMODEL/ALTER PER CIRCUIT PLAN CHECK FEE TEMP POLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY (30 DAYS) TOTAL ELECTRICAL TOTAL SOLAR APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. TYPE CONST 3----- PERMIT NUMBER i~~1f BLDG USE CODE BUILDING SQ. FOOTAGE OCC LOAD I FIRE SPA vO NO Not Valid Unlt!ss Machine Certified SUMMARY/ACCOUNT NUMBER BUILDING PERMIT 01-00-00-8220 SIGN PERMIT 01-00-00-8221 PLAN CHECK 01-00-00-8806 - TOTAL PLUMBING 01-00-00-8222 ELECTRICAL 01-00-00-8223 MECHANICAL 01-00-00-8224 MOBILEHOME 01-00-00-8225 MOBILEHOME PARK INSP SOLAR 01-00-00-82 STRONG MOTION 80-92-33-0519 FIRE SPRINKLERS 01-00-00-8227 PUBLIC FACILITIES FEE 32-00-00-8923 BRIDGE FEE SCHOOL FEE · DISTRICT carlsbad 80-92-21-0519 Encinitas 80-92-22-0519 San Dieguito 80-92-23-0519 $an Marcos 80-92-24-0519 -9! u::: ~ <O 0 a. E ~ I 'O 0 Cl 'E <O .!:1 a. a. <( I ~ C: a: 0 II) II) (I) II) II) <( I ;: ,Q Q) >- ,,; II) (I) 0 e a. <O ai C §: (I) 0 C: <O C: u::: C: (I) ~ Cl 0 0 (I) a. II) C: ~ ~ ~ r~·~r,~:1~.-~~· _-.,· ,,, ,--,,._ , ·.:, ~ATS f~~~set9ij'•'~,1 •• :. c;.•~····~,,i'' _j'-~i~}~~-~:~~;:\~ f •• .-. :: ... ·:~; . -'"." ~;.·i\~-r:t·:.,: i'?: f -·~~-f-,;,: .. ~:.-.: \.~ ~ >. :tl. ,j_ .• . \ -=-· ·.,,,-;..,_ ----~1.,-,fi~: ;·:.,,,:: .. 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'>t:>-.'(?<~--·:::,. ,:';;)·:·; ,(:_"'/:. :·l' .:·,. -', .•. , : .-. ;, ',::· '">·; .. · ... _\::·.~·~:::·.: ···: <~, ; \ :-''.··' -;c:,: .· . • . . -· {::;/ ··· · ·< cALi. ·FOB FINAt. .. , JfVSPEcr:10N ·tv1:1EN, ·.fL.t' AfPRDPRIA-r?*-~, .·:: ~:-_( .. :.~:'· .. -.. .. -. ... :.:· .. =' : · \ .'~ _ .. _.. _T. •• • .-:·"' -• ::..·.:. \'· • --· ''.:;.-,,,.· •• --, ..... ,::-::-~ •• ·-~·--.-~-r: .... -; •• -l_ -~., ,. . ·, ,.~, .... , ( , , )!\.'_,..., .. ,•, l_.,;,,,:.• •>'"-{_~":~-,:, ... _~~-.~~··~,""' • ,• • .... -;_"'\"'~'•,"'.-" r'_~ ... :,-, ..... , ,.,t_,•'.' ~,.,., . '·,·. IT.EMS ABOVE·HA,VE\ ·BEEN APPRO.VED:~· ·; .. '; .... -. . .. ;.,. · -·. ··.· ·· .· .. . . . \:.· t · PtuM~iJf~ir;~eFiNl\f :,\ 1/\1 ~:PYf :;;;~ !'~. \·~;t?:, if~\;· , . , · " /'Z:f ~ t~ '#1 ~ }f <ti?;f:(jJ,J;}:{'.·c };:t ., · '''"· .. :, " .. . •' t ,~ . .. ,"--" -. ,_.. -. ·.,._· ,~! ', I . < -E'ECT' ·,·c·· ·1 ,. :,.,, ...... '·. , ... ,i .'asc·, ;l:'IIF' . .",n"'f;;,:,;:1.· /,f-:,},.,:·.-;.,,.;,--·.·.:"· '' ~ .. · ~.-.,· ....... --. '<;l-,---~,,;, :;,..,". :;,·, . ~--.;.,,f" ·',lf"t,"fo'.J,· -!;'"·,i'' ···~'""'"'{'\'. -.-,,,,· ·c·--~-~-c,,:="'·,, . . t -.,.a_ AL:-. . . -.·, ~ L: J; .... ~ ..... :1'· · ,, .. ,A;,t~..,,·t ';/1·1,"/, .. ,. ·t-'.f-):?:·. . . , ·: : · . '; ... · . , .\.: ~ .1w 11:''6\ ; 1 ~ \ tt-f·c,\ \ ·· "'=' · '.\. -~,..1-.....,, -"h ... 1 . .. ; .... ~ •• l::l-. . ; ,,. •. t· '.::~E~H~~2.~\i~;~ ,-~-, >,... _ .J/:-~.=:2:~::"'~, ;~ t~.?~>t ~k ::~\t;:~/ :\ :i :.<;~~ ·-~-.. :i · · ·~,'.--:· r ~f.~: \i :-~.:,}.: · ··;J:--:--· :~:s:~.~--~~\t_:-~ --·.~ .. i .. ~ ~.-_i{~-.-.\,~-:. ---· ·::<--~,,. ,;\ i. ~ ,G~S. ,'J\..,1.'·,."', ,,-"' t .. ,..,,, . ,./iJ ...... :1l1 ... -~s .. f'.;l1.:J-,1. """~-· k ...... ~ ...• , .. :.1-... ,>-<.· ,_., __ .•. • . .. • , _ _,.,.,., ··~_,.,.·.• r .'<:.. -~;--v--~ ',i ,,,.,,., __ ,,.'", ·( ".";!•' ,. . " 1.J',' • ~ • ' Super Freeze, Inc. 125 E. Linden Ave. Burbank, CA 91502 Attn: Bill Landman Dear Mr. Landman: Nov 2 1 Nov. 18, 1983 ie83 As you requested, the force required to operate a Kason model 56 XL latch inside release is 8 to 9~ pounds. This is the pressure exerted on the inside release push rod to retract the tongue in our current tests. Thank you for your interest in Kason products. If I can be of any further assistance please do not hesitate to call. BF/bk Sincerely, ,U/~ Burl Finkelstein P.E. Manager of Engineering Kason Industries, Inc., 57 Amlajack Blvd., Shenandoah, Georgia 30265, (404) 251-1422, Telex: 804-578 A tradition of excellence, a philosophy of innovation. r A l~(~J2'10~ + G:Xf~~IO~ M~fAL-~ A? ~Pt;e.lf'IE:'17 ~~t-1 I POL--1 ~J-1 r;p AL--UM ~=' ~AM-L-IFf H , iJ C::t E '? 7 A Ar?J Ll.t;,fA8L.C tJ ~OPIZ-6 NC:-WI P'CF( <=tA0~~, R6P'~Ac.,~Af31.,..e WI H~ OUf Re:MOVI ~6:J C70DR. fi<Ot-Jf 6:L-f;:VAf1ot-.J R!C::iH( f-lAtJC7 -sHokJ~ -L-~FJ HP--t--lD offo~1rFS B _ _JI ~E;"c,.Jjo!J B-B H I C...1---f?. I ,A... 8flGA~f;:~ ':::>f fl.I P '-.. ':,f:Hl Pou~H6t7 AL.-LJH. P~€He,O ~Afl-H ~~rl:'fY t.,OC.~ Wlf~ PA!7l--Ol-K. · e:ye kl I H I tJ C.-L--6 rt w. t. c.. ~£f7L-Ac.£ABLE. tJ1::;ofJ2.C::iJ ES l>U~ 6A?l(.E°1 otJ fOP*' i.?rl?~~- -~ecf10LJ A-A ' . L--l~Hf'"'-1~1~Hf C700IZ- r'oA.t1 , ~~u t-,A-.,~[/ HOO~L-~ ~04 c..001-e:~ SUPER-FREEZE CO., INC. (WtfHOlJf r,fl.E:-f"AS f:"1-00~) APP'D. BY DR'W'G. NO. tSoe:i ~~ c>-eooo-1 MANUFACTURERS WALK-IN COOLERS & FREEZERS COLD STORAGE DOORS & FRAMES "E-2l PAK" PLUG-IN REFRIGERATION SYSTEMS 125 E. LINDEN AVE. BURBMK, CALIF. 91502 (213) 849-1303 u ..... ~ ,e :JI:-2._. ~- " ' I . ,. : '"' ' . SINCE 1945 Manufacturera llplr rrllaB ·Prefabricated Walk-In Cold Storage Syatems • Refrigerated Outdoor. Bulldlnga . · _ 1 NCO Ar OR ATE O m µ_ EZ PAK -Packaged-Refrlge,-'!tlon Sy•tems . 125 East Linden Aven1,1e, Burbank, California 91502.0032 ~-=-7 a.... ,. {213) 849-1303 \c:::) .. =,.~ ~<o '1-~oJitt . -1--··+·· ., .. !, •• ;.c. ~.·:;..;.c"-'.l·· .:,. <· , ...... , ............... ~ --~--·•··-··•·····-~·--r-·-•-·····--·--~_j}_ ···-··c· . ._:, •.• . ' I • • • I • • ' ~ • . • • i ' : I ' . . . : : : ~ : : ; . ; -_ · ~ ·--·r t~~~;J· ·:.r ----~ · · -~~,: ~~ · · ; ~=-: 6f")(lc ~ , ; : : ... : . ;~--.;_ ~:\' ~~~ : \~9; "."~ --.. ~\~ \ : . ·i--·"+ · ' ' ., .. ;·. cr4e~~s (~) \, ~,~:-i~~~~s = 4~/~F9~-~~ f-1,t !-:-:_ - . . ' ;1,·1.~--~---. ~-J;J. ~~ .. , .. ;~ ~,\~¥--.. ~C>~~"-\, -0:-.;/i-~-.i , .. '. .... !. -; . :. J: ;;;: ·_ ~~\~ -~~\~~~~ ~ ~ .~ ~--' 0 ~-~--~·--1 \ ao .. ~.~ ~ G~~Y·): . ' : 1 •• ~ -·--t--·-·. . ...,. . ?-.~J.. . ·--. ·. --·: .. -·-·--. __ .. ---· .. ---~-- ' . --: --~·. -.. -. -... ' . -~--f--·-· .. ·- .. :~·5;~:.\.~~\~: "'l\\\tJ:)~ ~~ ~~~~-~ :;::;\~>' ) :;e,;:_ s~-~~ =t \\ .• .rc1'.' .. "{ -. ~--~ -··:-· - i -··-j_____ .: eM • • -•• •+• ,, , .. . ' ·• .• ,, · .. SINCE 1945 125 East Linden Avenue, Burbank, California 91502 -0032 '\~-~ -2:>~ ~;· ··--:· · --: · -t~ · !--·; -: • --~w \ ·--; -~ : : r ·-r. i ...... ; Y 7 r ' ' ._ i ... ·· ,., ·~·~-! --~ .. ., , .~ --I .., l.... ~~ ~·~c--,.~ ; . . '. ~""'t"c-1 ,' ;"Q c..: "'\.,·,~-'"' : \"t\~~~~~~."-'-i\-~ .. ..; .. :. • I • ' l· i ' -' i : ... < • (213) 849-1303 I ·-f·· Holding power values in steel The values shown are for correctly set fasteners where the fastener's point extends completely through the metal and when minimum spacing Is adhered to between fasteners and to edges. MINIMUM SPACING OF FASTENERS IN STEEL . --A-·-B ( lnlmum distances depend upon the fastener shank diameter. See.Chart. PREDICTED HOLDING POWER VALUES IN STEEL-LOW VELOCITY DRIVEN FASTENERS 1,2,3 (PREDICTED MINIMUM AT 99.So/o RELIABILITY) STEEL PLATE THICKNESS IN INCHES SHANK DIAMETER Shank Minimum Fastener Minimum Fastener (In Inches) Surface Load ¼ 3/16 ¼ 5/16 ¼ Spaclni "A" Inches Spaclnr; "B" Inches Smooth Tension 350 860 1030 1370 1725 1.0 .500 1/8 .125 Shear 1380 1625 1710 1750 1790 9/64 Smooth Tension 510 1200 1500 1810 1950 1.0 .500 .143 Shear 1530 1915 2140 2560 2630 5/32 Smooth Tension 805 1430 1860 2180 2350 1.0 .500 .152 Shear 1730 2000 2810 3110 3200 . PREDICTED HOLDING POWER VALUES IN STEEL-STANDARD VELOCITY DRIVEN FASTENERS 1, 2, • (PREDICTED MINIMUM AT 99.5% RELIABILITY) '. _, 'J~~ • .,,.;. ... -: PLATE THICKNESS IN INCHES SHANK DIAMETER Shank Minimum Fastener Minimum Edge To Fastener ( ( ' (In Inches) Surface load ¼ ¼ ½ ¼ Spacini "A" Inches Distance "B" Inches Smooth Tension 1010 ---~ 1.0 .500 1/8 .125 Shear 2580 --- 9/64 Smooth Tension, 1332 ---1.0 .500 .143 Shear 3010 --- 5/32 .156 Smooth Tension 1476 1715 2275 -1.0 .500 Shear 3210 3480 3560 - 11/64 Smooth Tension 1685 1938 2317 -1.125 .625 .172 3720 Shear 3580 3640 - 3/16 .187 Smooth Tension 2000 2480 2561 -1.125 .625 Shear 3718 3800 4273 - 7/32 .218 Smooth Tension 2319 3065 4700 -1.250 .750 Shear 4015 4345 5650 - Tension 2400 3090 3310 4700 1.50 1.0 1/4 .250 Smooth Shear 4380 4960 6320 7435 !The fasteners shall have sufficient length so that the entire pointed portion of the shank pierces the steel plate. 2The tension and shear values shown are for the fastener only Wood or steel members connected must be investigated in accordance with accepted design criterid, 3Tests conducted in ASTM A36 Steel Holding power values in concrete e values shown are for correctly set fasteners where the fastener's shank has netrated completely into the concrete and when minimum spacing is adhered to between fasteners and to edges. MINIMUM SPACING OF FASTENERS IN CONCRETE Minimum distances depend upon the fastener shank diameter. See chart. l'ENETRATION A B PREDICTED HOLDING POWER VALUES IN AVERAGE CONCRETE -LOW VELOCITY DRIVEN FASTENERS 1, 2 (PREDICTED MINIMUM AT 99.5% RELIABILITY) PENETRATION INTO CONCRETE (IN INCHES) SHANK DIAMETER Shank Minimum Fastener Minimum Fastener (in inches) Surface Load ½ ¼ 1 1¼ 1½ Spacing "A" Inches Spacing "8" Inches 1/8 .125 Smooth Tension 130 305 360 725 -2.5 Shear 3.0 220 395 680 920 - 9/64 .143 Smooth Tension 145 315 390 775 850 3.0 Shear 270 415 785 1070 1280 3.0 5/32 152 Smoolh Tension 150 325 415 810 890 3.75 Shear 275 470 880 1200 1600 3.0 Minimum Concrete Slab 1 50 2.25 3.0 3.75 4.50 Thickness "T" PREDICTED HOLDING POWER VALUES IN AVERAGE CONCRETE -STANDARD VELOCITY DRIVEN FASTENERS 1, 2 (PREDICTED MINIMUM AT 99.5% RELIABILITY) PENETRATION INTO CONCRETE (IN INCHES) SHANK DIAMETER Shank Minimum Fastener Minimum Edge to Fastener (in inches) Surface Load ¾ 1 1¼ 1½ 1¼ 2 2¼ 21h Spacing "A" Inches Distance "B" Inches 1/8 .125 Smooth Tension 390 625 1140 -----2.5 Shear 335 710 1580 3.0 ----- 9/64 .143 Smoolh Tension 395 615 1150 -----3.0 Shear 360 760 1615 30 ----- 5/32 .156 Smooth Tension -630 1145 1710 ----3.75 30 Shear -765 1620 2315 ---- 11/64 .172 Smooth Tension -620 1130 1715 ----4 25 780 2320 3.0 Shear -1685 ---- 3/16 187 Smooth Tension --1140 1720 2495 ---3.0 Shear 1680 2365 2710 4.50 ----- 7/32 .218 Smooth Tension ---1700 2515 3560 4290 -4.75 3.0 Shear ---2530 2865 4175 5290 - 1/4 .250 Smooth Tension ---1725 2510 3575 4315 5280 3.0 5.00 Shear ---2780 3345 4360 5310 6415 ., Minimum Concrete Slab 2.25 3.0 3.75 4.50 5.25 6.0 6.75 7.50 -, Thickness "T" 12 1 The fasteners shall not be driven until the concrete has reached the designated ultimate compressive strength. t~ 2The tension and shear values shown are for the fastener only. Wood or steel members connected must be investigated in accordance with accept IJ}, r erit#.5 f· ( ( Model 4140 Trackmaster A 1 'h" fastener capacity tool RELIABLE Designed to stay with the I0b longer than competitive tools -and easier to take apart and fix when mainte- nance Is required. New XL piston made up from special alloy steel -exclusive with Ramset -and a unique buffering system provide longer life and low maintenance. Rugged pawl system and heavy-duty auto- matic ejection of spent charges eliminate problems where other tools fail. No special tools or fixtures are required to disassemble tool at the job location. Model 4160 Mark II A 3" fastener capacity tool SAFE Captive piston system provides the safety of tow velocity fastening with maxi- mum power to do those tough jobs in hard concrete and steel Cannot be drop-fired or a1r-f1red. Breech Is visible for inspec- tion before each fastening. VERSATILE Tools handle complete range of fasteners up to 3 inches. Muzzle bush- ing designed to allow work in hard-to- reach places. Complete selection of special bushings and custom fittings to do almost any iob with one tool Holding Power ORDERING Muzzle Fastener in lbs. Steel •'-,yoT;,_,.,.,.:. I Model 4160LM A semi-automatic load feed tool CONVENIENT Ramset low velocity tools are completely portable, compact and their minimum weight is well-balanced Automatic e1ectIon of spent charge by simple throw-cocking. New trigger design and smooth pull make Pow-R-Set and Trackmaster easy to use and reduce fatigue. Grip is comfortable. Recoil and noise have been minimized to encouraoC: steady use and user comfort. " Concrete Compressive INFORMATION Number Bushings Capacity Caliber Concrete Steel Penetration Strength Length Weight 4140 4140 .300 TRACK MASTER 4141 Bore 4160 MARK II 4160 .300 POW-R-SET 4161 Bore 4160 MARK II 4160LM 300 LOADMASTEA Bore -- I' ............ " , u \ · .. L _. 1/," dia. to .300" dia .22 upto ½"to Crimped 2000 1 ½"lor.ig 1/," dia. to .300"dia .22 upto 'h"to Crimped 2200 3" long 11, · rl1a to 300·· dIa 22 upto ':," to Crimped 2200 3" long EQUIPMENT Number Item Safety Goggles Hex Wrench (½,") Towel Packel LubncanI Pos1I1on111g Rod .625 Cleaning Brush 25 Cleaning Brush Carrying Case 1613 9151 300-019 300-031 300 0~4 300 049 300-0:,0 300-066 300-07 i Piston Knockout Rod 34G-402 Leveling Plate and Spall Reducing Allachment up to 1500 up to 3300 upto 3300 Above equipment comes with Model 4140. 4160MKII and 4160LM Model 4141, 4161 comes with leveling plate and spall reducing atlachmPnt only ··, ..... _.-"° Listed, Underwriters Laboratory, Inc. upto All 10¼" 4 lbs. 3/a" thick up to All 14" 4½ lbs. 3/,." thick upto All 14" ,.P.1 1tJ:-3/,.'' thick EQUIPMENT Number Item 546-901 Threaded Stud Adapter Kit for 4160 Ensures accurale locaI1on or straight undamaged threaded studs -everytIrne FOR FASTENERS SEE PAGE 10 9 C ( ( ) ll ll 11 T I N ll 11 llT II A N I'. 1; II ~ 11 tJ 3423 FORDHAM AVE. • SANTA ANA, CA 92704 • 714 · 850-1370 BUG 225-2 tROTH/POU~ .Clil~MICAL SYSTEM AUGUST 198:~ ·-... ·-------·-_ ..... - RIGID URETHANE FOAM INSULATION UNDERt.JRITERS LABORATORIES, INC. CLASS 1~·, (FILE R-904 9) PRELIMINARY DATA SHEET DESCRIPTION AND USES: BVC 225-2 is a t\vo-component, low-v i.scos i.ty, fluorocarbon blown rigid froth/pout· urethane· chemical systC!111. 'l'hc f:ormuL1L ion: during the .-foaming process, has excellent (long) f lowabil ity and _adhesion to most. substrates. the BUC 225-2 chemicals are designc-c1 "for use--·thro11gh most types of urethane froth/pour machines. The formulation is especially recommended for use :U1 \~alk-JD ... ~o.o_l_er_s/freezers, t?uilcling panels, and other construction appflca-tions requireng maximum thermal insulation coupled with low flamm- ability characteristics, with a Clas .. s I rating, as tested by UL-723 or AST!"! E-84-77a (Tunnel Tes_t), up to 5 inches thick. VALUE ASTM METHOD FOAM PHYSICAL PROPERTIES (77°F) Density (nominal) 1.8.0 :1. o_.2 lbs./.ft~----:· D-1622 2.0 J 0.2 lbs./ft? C-177 (in-plc1ce) K-factor (initial) .115 BTU/ff~hr-°F/inch (aged) Closed Cell Content Compr·ess·ive Strength(Parallel to Ri.sc) Tensile Strength Adhesion Shear Water Absorption Water Vapor Transmission LIQUllJ CHEMICAL f'i<.OPEiG'IE:3 (Test Temp.@ 75"F) 11., 11 .M. COMPONENT .14 BTU/ ft-7:...hr-0 f /inch 6ver 90% 34.0 psi 55.0 psi Equal to Tensile 25.0 psi 0.05 lbs./sq.ft~ 2. 0 penn:..; CONPONEN'f Viscosity Specific Gravity 200 _1-_. 50 cps· 1.22 gr/cc 300 ·1 50 cps 1.·12 gr/cc 50 Mixing Ration (by weight) 50 PROCESSING REACTION TIMES (75° 1 2"F) Cream Time (no Freon-12) Gel Time Rise Time Ta.ck l•ree Time- VJ\.LUE 15-3~> 60-110 80-1 'i(J 80-1~0 .S ('C Oil d S 11 ti URETHANE CHEMICALS SYSTEMS SPRAY -POUR -FROTH D-19!+0 D-1621 D-1623 D-1623 C-273 (@ D 2127(@ C-355 (@ !\S'.!.'M METHOn D-1638 D-1638 71l ., i.-· I .. 7!, "F 7!~ "F ( ( • I-. ·\ _\ r• CERTIFICATION AND FLAMMABILITY CHARACTERISTICS Underwriters Laboratories, Inc. Surface Burning Characteristics -File #R-9049, 8/12/82,U.L. 723 (ASTM E-8~ "Finished foam plastic not more than the thickness indicated, formed from isocyanate component BUC 225-2.0A and resin component BUC 225-2.0B at a nominal density of 2.0 pcf." DIMENSIONAL STABILITY: (ASTM D-2126) 7 days 2 days CORE (From Panel) Flame spread Fuel Contribution Smoke Density :X+em t,:;. S3 C.. 5 in. thick ·25 .D 400 VALUE 6.0% TEST TEMP. ~F ·1sa°F no change 30°F dry cold Shelf Life 6 months from manufacturing date *ASTM E~84 (Tunnel T~s·t) : "This test (which is. not intended to be fully descriptive of burning characteristics in actual _fire conditions) measures the relative·flame spread over the tested material's surface (( s well as the relative fuel contribution and smoke density. CHEMICAL EXPOSURE Polyurethane foams shoµld not::· be expos'ed to liquids, vapors, or residue of any chemicals or solvents that will soften or degrade the.foam or affect it in any other manµer. Because of the variety of solvents and the various concentration levels,i~volved, each condition becomes specialized and should be individually considered. · Flrst· A(d Considerations: ·,. VA~OR .INHALATION problems are ~haracterfied by coughing, shortening or breath and tightness rn the chest. Anyo~e exhibiting these type symptoms should be Immediately removed from the workpfaco and administered oxygen or fresh air_ If the condition ls prolonged or extreme, SUMMON "EMERGENCY TRAINED" MEDICAL ATTENTION IMMEDIATE-LY_: ·· . • . . .. SJ51N CONT,4\CT.with lfquld components can result in a rash or other irritation. W<!sh any affected skin area with water~ .yipe resfduaf liquid from the skin with a creancfoth then wipe the affected area with a 30¾ solution of rubbing·3:rcohof. ·allow the alcohol wipe wfth repeated washings wfth soap and water. If a rash or other frritatfon developes, SEE A JHYSICIAN. -YE CONTACT wfth fiqufd or sprayed comppnents can r6surt In corneal burns or abrastons. Upon exposure, eyes·. hould be flushed with water for an extensive period. SUMMON "EMERGENCY TRAINED" MEDICAL ATTENTION IM-1EDIATELY. . . . ·( "orm•tiolf ,,.,.,,_, I• 6-1,;,.,.., to ff mlabl•, bttl 11111/no...,, rl•lt• ,,, • ., hp,-..enL BUC••rrant• onlt that IINt11•t«t•t• •hall IMP of m~nt•bh,fllHlttr.lhl• w~,ranf)'l•ln ;,.u --wrltt.,, tHunwrltt.,, ••PHH«I o,lmpll..t wamnt1*• •lld BUC •IPl•utrdlsculms an-, "'•"•n,-,of lltn.,, lo,• ,urt/QJta, putpo•11, orltffdom lrom ,ntmt lnttilt11.,,,.,,r. dln11tr. 8"fff ...... ,,,. •• ,, rlvr• .,,,,.,._ H to,,,.,, •• ol lflttHlff•IMNIS •nd BuyH', Hdu•lwlnm..t, .. ,o .,,,, blr.lcll of.,,.,,,.,.,., tH'MflllgMCe t:111I"' illt•ll ff tlmlta<I to • pwc/1:JSf' p-ol 111• rrial«HI .. l'•llvtt to •tdt:tlf ""-to -Md«I p(OCNW.S "'·" n,;..,. BUC ol •11 llablllt, .,,,,,, ttl{Hl(:t to th.,,,.,.,,.,, or,,,.,,,. tltM«II. Jyut'rth11n• or lsocy•,..t• IHOducl• "'•nul:1ctur.d o, p,odllc/td /,om tit••• dlfflllc11ls "'"' ptWSMt • Hrlou, tit• h.11.1td II lm~/Hflr u•..t or 11llowftl to nm•ln •11poHd or un-~r«tN. TIit: clt11r11ctH 11nd 111agt11tw•ol .,,, such lt•t•rd wl#d•p«ld upo,r • brtUd r•n1111 ol l11cton which.,. cdlftroltlld orlnlhl•nc«t ,,., tit• m•nul•cr-. 11pplit:11tororp,oduc-~ p,oc-,s."b'f 11111 Mod•ol appllutlon orln•t11n1111ott-nd b-, tlt#lllffCtion •ttd u••fl•ol lh• p11tticvl11,11t1d product. E•cl1 pU$on. firm, orc«poration ""11"11"" In th• m"nul•ctu,-. -ductiOII. •pplit:11tlon,, ln•t•ll•tlott or 11•• ot .,,-, of lh•u tn11t«ial1 lhould uttlully del11tmin11 wltathH ,,,.,. 1, II potMN.11 lltt ltaurd ••rod.at«/ W'ltlt •vdr product In• ,p~flc 8 ~v•. ""d util•1• •ll 11pp,oprl11te pr«:11utlotr11,r •tld Hiatt m••-• •• outlltllld In loc•'-1t11t•, •tld FlldHal r.gul•tion• gonmlng IIN m:1nul•ctutt1 ol product• or th~lnlC.liotr ~ :No, t?t?0.,11tion of comm.,.;tal or n•ldent,111 lltntetw•._ r'"6l 9e W" i ! I ' i ! i ' I·. -! . l I '· r ! ---+--,---1--,---..;---'----,...--i-__;_-~-1---------------------! I ' _ __,_ _____ . --, -'--------------·- ' ~--+--~i ---,'----i--+------'--'---,!-_ 1-----l--·-_ / ./ I ----- ! I -----,. ___ _.____,_,_ I NTERDEEl\.RTMEf~J&LJHFORMfil I ON SHEET fJx.-P-~~ BJll_LD I NG D EPARTME[[ cfl I) /f> r) o BUILDING ADDRESS: bJ.o O Le (fJjJ/JA.).,,~~ r~ DATE4\R1 6 1983 A.P.N: )II'/ O..J~ nto -"•:4 vfin ~ r,,·-',; i C. T: Ml D -------------'=l'f.-=--e...,pcw.,7(w..tLI..Jrr1c;,,..': ':+..: r- .ii1JD"'C£:;;_j;.J;,.;!;_J;_:,10LJ:;_i;_J;,_:,_~~: ;'; ;~ i: j; ;ius.i-; 1! * i; * ~1;.J.u'>.J;.:r,.__a:._t;_:f;__t;_t;_1;__is.:k3i * 1-; * 1: * * :I;°* id; * ;1: -}_;.i;_7w.-'-;_i')_.i;_;j;_;t * t; 'ii * * I £.UlliNING DEPARTME[[ ZONE: SCHOOL FEES: SAN DIEGUITO SAN MARCOS · -------------- ENCINITAS CARLSBAD ------UNITS REQ 1 D: _________ ~ PROVIDED: ___________ _ % COVERAGE ALLOWED: .PROVIDED: ---------- ·PARK I NG SP ACES REQ 1 D: PROVIDED: ------------------ BUILDING HEIGHT REQ 1 D: PROVIDED: FRONT SETBACK ALLOWED : __ ----,;+--b_..-,L/ PROVIDED: __ //_}// .. INTRUSIONS: / J/~ .......... . RE-DEVELOPMENT APPROVAL REQ'D: SIDE SETBACK 11 I / ll I/, l ( --------- LANDSCAPE & IRRIGATION PLAN COMMENTS:. -----~--- REAR SETBACK . 7\ 1/ (/(~· --------------- ENVIRONMENTAL PROTECTION REQ: ------------------- { ADDITIONAL COMMENTS: OK TO ISSUE: (W'--DATE:3/f]/<l 3 OK TO FINAL: DATE: ---- ENGINEERING DEPARTMENT R.O.W: IMPROVEMENTS: ----------------'--------- PUBLIC FACILITIES FEE:· SEWER CONNECTION: -------------- DRIVEWAY LOCATION(S) : _____________ _ GRADING PERMIT: -------------------------EASEMENTS: DRAINAGE: ----------------------- LEGAL DESCRIPTION: ------------------------ ADD l TIO NA L COMMENTS: ----------------------- *CHECK IF ENGINEERING INSPECTION REQ'D. ON FINAL: _________ _ I OK TO ISSUEJ;JP.t!.,,r DATE:~,a£l.~ PWI:. OK TO FINAL: ___ _ DATE:____ · · * IF THIS JTJJM IS NOT CIIJ":CKf:D, BUTLDJNG DEPJ\RTMENT WILL MAKE PINAL INSPECTION. ,RTMENT · PAGE1 OF_/_ 127 :AD, CA 92008 . 1 ~VED DISAPPROVED 1RT · ADDRESS 0 ZOO -------- PLAN CHECK # 83 r-7'j' OTHER REF # ----- ARCHITECT ____________ ADDRESS ________ PHONE _____ _ OWNER ADDRESS _______ PHONE ____ _ OCCUPANCY /5-~ CONST. · · W-/v" TOTAL SQ. FT. STORIES rPRINKLERE~ENANT IMP .. 1. X-2. 3. 4. ,As. /2-6. 7. ~8. APPROVAL OF PLANS IS PRED/ICATED ON CONFORMING TO THE· FOLLOWING CONDITIONS AND OR MAKING THE FOLLOWING· CORRECTIONS: ++++++++++++++++++++++++++++++++++++++++++++++++++++ Provide one copy of the floor plan(s), site plan, and sheets -------- Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall' comply with Uniform Fi re Code ~ ~, Y-/te.,v,,-,,..v(. t- Building (s) not approved for high piied combustible stock. Storage in closely packed piles shall not exceed 15 feet in height, 12 feet on pallets or in racks and 6 feet for tires, plastics and some flammable liquids. If high stock piling is to be done, comply with Uniform Fire Code, Article 81. Medical gas system(s) shall comply with N.F.P.A. Standard 56F. Fire extinguishers shall be provided based upon the following criteria: /a) 1-2A rated ABC extinguisher for each fl'&<Y sq. ft. or portion thereof ,& b) maximum travel distance to an extinguisher of 75 feet __ . c) other: ________________ .;__ ___________ _ Fire. sprinkler system(s) per N.F.P.A. Standard/J ____ shall be provided to protect _ _,!LM-"""""'"-'-'fi._._1JJ..._._,~~---------------------- Dry chemical extinguishing system(s) shall be installed per N.F.P.A. Standard 96 to protect cooking equipment and·exhaust system. P 1 an s of ~ /f ~ l {;_,._ :...;,,:, system(s) shall be approved by the Fire Department prior to installation of system(s). 9. Show on site plan locations_of all nearby proposed or existing hydrants within 200 feet. 10. Hydrant(s) shall be provided and located --------- Show location(s) on site plan. Fire Flow: gpm for hours from _____ _, --- hydrants. 11. -·-Access for fire apparatus is not adequate. Provide ---- 12. shall be of hour construction ---------------------with openings protected with ___ hour assemblies. __ 13.· Comply witn regulations on atfached·sheet(s). 74=~······· .... ·.· .. · .... , _ Report mailed to architect Met with 7 D·ate ~Attach to Plans \ CARLSBAD FIRE' DEPARTMENT· PAGE 1 OF __ /_ · u/4;,~k-wc i -i <J16h,pfo £. Cl. J z. (,, ti'.?& fl 1Z75 ELM AVENUE, CARLSBAD, CA 92008 (714) 43 8-5521 · PLAN CHECf< REPORT ~U. J~?/,U) / PROJECTffeci..4tff"--" /4.sl. ADDRESS ~ZcJtJ Cl CAN/R~ te£/f(._ . ~~I~/ d#~~~ ARCHITECT /2/JV/PSOA/ ·,£! /-9sse;c_. ADDRESS ...,~.J7 1'7h.,..l'~;t rr"'e.. PHONEj"'&?-~4 OWNER lJedc-1,w',. ,/4~ T" ADDRESS Z.Wo//fu.~~--_;;;-4'~0NE7/,.... F'..71-.Y?YP OCCUPANCY _____ CONST. Z2TW 0_ TOTAL SQ. Ff. ______ STORIES lf SPRINKLERED O TENANT IMP. _' _ . ......_ ____________________ ,___ Approval of plans is predicated on making the following corrections. All circled items shall be n'oted under separate heading "FIRE DEPT. NOTES". -Items checked indicate corrections or additions. A copy of the final site plan, all floor plans and sheets~ z.) rl-1, B_--:z..>; A ~.r,.11-iG .&.-/Cf,, /I-/( ,P-~. P~3,, shall-be submitted to the Fire Depar~menr- in addition to sets for the Building Department. Rechecks by appointment only. /r~-J /-y_~,re.$' ,,-H, 1/ Pt!! "..., ~ ~ 4~.,... . 6} · Fire Dept. final inspection required. Schedule all inspections 24 hours in advance. Phone (7l4} 538·3551' •. _ '2J) Fire extinguishers shall be provided. Type, location and number to be determined by fire inspector. @. Storage, disp~nsing or use of any flammable or combustible liquids, .flammable gases and hazardous. chemicals shall comply with Uniform Fire Code regulations. @ Building(s) not approved for.high piled combustible sto.ck. Storage in closely packed piles shall not exceed 15 feet ifl height, 12 feet on pallets or in racks and_ 6 feet for tires, plastics and some flammaoie liquids.: ff high stock piling is to be_ done, comply with Uniform Fire Code, Article 35 or 81. 5. Medical gas system{s} shall comply with N.F.P.A. Standard 56F. 6. Fire sprinkler systems(s) per N.F.P.A._ Standard-----~~----shall be provided to protect 7. Dry chemical extinguishirig system(s) shall be instalied per·N.F.P.A. Standard 96 kwprctect (?00king· equipment and exhaust system. 8. Plans of ----------------------,--------------- ----------system(s) shall be approved by the Fire Dept. prior to installation of system(s). O 9. Show legal address(es) on site plan and sheets ________ _ D 1 O. Show size and location of address numbers which shall be plainly visible from roadway building is addressed. o 11. Show on site plan locations cf all nearby proposed or existing hydrants within 200 feet. · D 12. Hydrant(s) shall be provided and locat~d Show !ocation(s) on site plan. Fire Flow: _______ gpm for ____ hours from ____ hydrants. D 13. Access for fire·apparatus is not adeqL1ate. Provide D 14. ______________________ shall be of ____ hour construction with openings protected with_. -·--hour assemblies. o 15. A mechanical ventilation system providing rninimum e air changes per hour shall be provided in --- Exhaust air shall be taken: within 12 inches of floor with make-up air inlets located on opposite side of room within 12 inches of floor. O 16. Comply with regulations on attached sheet(s). ~ ~~ :P~-c~~~t:;,rne"-r---'-----------Date 0 Report mailed to architect D Met with V ~runes Y. Murasl,ige & Asaociutes · Con.idtlitg Engin~ 1242 l V cuioo fflvJ. • Lo, Angele., C.Jif: 90066 PboPC 390-25,30 t::::>tay f<'OCM rACl-Ll"T\1$.~ For<,. eeCl<-M.6-.t-,.J I /'-l$"1"~!.,.JMe:.. C,.¢,..r.;eL$~,e,,JO: \ c::;.A. lt,...lVSSTtG,.e,.;..'7'"5 A.t,,.u:;::)/012. ~S\t--\t=o~ce r.::>U GT PS t-..l ST~A 7" , C'.:H•..f , e,..b. St C l ~Fo\":a.M.~-r t O ~ t, c.c" -ru .... ,-OF co......i.c p,6,,.t--J.EL- a. :tt;-e vsr.z-r -ce... 1e 11 0,c. b, #-I-':;:) t-t C~t "Z-@.. t Ce, 4 o~ c_.. '2.. RSF ~~~~ .:S.H'1"' ~~ tH fZU s.-\ 1 e:::,y A.ue7· ! r-l COMFA....t:Y- $.. FA .t-..1 SL,... t v,t;...e~ r< a>OF-SYS .. r 6 M ~t-4 r-=, rao~..2'T$0 N t::::>S.C\4..1 NG CA.,-..1.0"pY A-1 Lowe~ Level-. CoAA po .A.Ne> G'foF:,,6..V e 1- 1/2 11 ,FL-Y ".2><4 e 24 /='4-1~/A.J J',,./'/.J$.C. ~ Ol.- IO·E!rCK..I J<...I Gt- , -'J;!i;F/oo ;::::;. , N G ? p..,,11$C .. ~C:Jt- -5,Go -/, 5 -,8 -a.o -I , I 12.0 = 2,,5# = s~e,. -.-;;?.O e.03/a 1 W11-Jr...::, ~ S...6..~--~-- r::::;,E.Ck.... A-.1 FAr...a. 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