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Home My WebLink About2785 LOKER AVE W; ; CB880339; Permit\ I / L "' z 0 ;:: C a: j &l 0 C i[ 8 a: I!: ... 3 I l&I z ~ z 0 ;:: ~ z l&I Q. :E 0 CJ "' « l&I "' a: i il ·w ..J USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. IE('( hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Proleaelone Code, and my license is in lull force and effect. I hereby affirm that I am exempt from the Contrac- tor's license Law tor the following reason (Sec 7031 5 Business and Professions Code· Any ~1ty or county w~1cli re- quires a. permit to construct, after. rmprove, demolish, or repair any structure, prior lo its issuance also requires the ap- phcant for such permit to file a signed statement that he is hcensed pursuant to the provisions of the Gontractofs License Law (Chapter 9 commencing with Section 7000 of D1v1s10n 3 of the Business and Professions Code} or that is.ex- empt therefrom and the baSis tor the alleged exemption Any-vmlatmn of Section 7031.5 by an applicant for a permit sub- Iects the applicant to a civil penalty of not more than five hun- dred dollars ($500) I !-·r, as owner of !he property, or my employees w,rn wages as thetr sole compensation, will do the work, ar:id the struc- hHe Is not intended or offered fQr sale (Sec. 7044, Business and Professions Code: The Contractor's License law does not apply to an owner of property who builds or improves thereon and who 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 1s so!d within one year ~f corilplet,on, the own~r-builder will have the burden ot proving that he did not build or im- prove for the purpose of sale) ( I I, as owner of the property, am_''!Xclusively c~ntracting with licensed contractors to construcJ!the project (Sec,, 7044, Business and ProfessiOns Code: The Contractor's .Ucense Law does not apply to an owner of property who ~uilds o~ im- proves thereon, and who contracts tor each proIects wIth·a contractor{s} license pursuan-t to the Contractor's License Law). (l As a homeowi:ier I am improving my home, and the follow-mg conditions exist: 1. The work is being performed prior to sale 2. I have lived in my home tor 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 ____________ _ CARLSBAD BUILDING DEPARTMENT 2075 Las Palroas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 PLUMBING PERMIT -ISSUE EACH BUILDING SEWER EACH WATER HEATER AND/OR VENT EACH GAS SYSTEM 1 TO 4 OUTLETS EACH GAS SYSTEM~ OR MORE EACH INSTAL., ALTER, REPAIR WATER PIPE EACH·VAOUUM BREAKER EACH ROOF DRAIN (INSIDE) vO NO REDEVELOPMENT AREA YO NO MOBILEHOME SOLAR STRONG MOTION -0 .1herebyaffirmthatlhaveacertificateofconsentto ·c-TOT/;LMECHANICAL, U FIRESPRINi<LERS self-insure. or a certificate of Workers· Compensation In· surance.oracertifiedcopythereot1sec.3800.LaborCode) TOTAL PLUMBING PUBLIC FACIUTIES F POLICY NO. cl' w 81.0-.l. qs ~ , BRIDGE FEE ~OMPANYrrdusf<,~L 1t'"ldefl{(11 QTY. ELECTRICAL PERMIT -ISSUE L ~ QTY. MOBILE HOME SETUP PARK-IN-LIEU (AREA PERMIT NUMBEFI f1'>~;~1 BUILDING SQ. FOOTAGE srolk__ 1620 08/30/88 0001 01 Bldf'lit 02 55878. Not Valid Unless Machine Certified 001-810-00-00:3391 001-~ 10-00-00-8222 001-810-00-00-8223 001-810-00-00-8224 001-810-00-00-8225 001-810-00-00-8226 880-519-92-33 360-810-00-00-87 40 ~ Copy lS hied with-the Ctty ao '\, ;:::) .~rtitied copy is hereby furnished NEW CONST EA AM_P 'SWT HK 1J.,.,c-, , CAR PORT TIF 312-810-00-0Q-8835 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit ls.for one hundred do!lars ($100) or less) D ·, certify that in the performance of the work tor which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers· Compen- satio~ Laws of California. NOTICE TO APPLICANT: If. after making this Certificate of Exemption. you should become subject to the Workers· Compensation provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. D I heieby affirm thcit there is a construction lending ~gency for the performance of t.h.~ worJsJor which this ~e!.:..... mil is issued (Sec. 3097, Civil Code) Lender's Name_~----------- Lender's Address, ____________ _ I PH "-.~, . AWNING LA COSTA TIF 311-810-00-00·88.'.)5 EXIST BLDG EA AMPISWT GARAGE 1 PH 3 PH REMODEL ALHR PER CIRCUIT MFF TE MP POLE 200 AMPS OVER 200 AMPS TEMP OCCUPANCY 130 DAYSI CREDIT DEPOSIT TOTAL ELECTRICAL .!!? u:: C (I) (I) c'.5 0 ti (I) Q_ rJJ C ~ .c s: r· rs: . ~i :, :;: l,; 1-f ~: ;-;, ,, t·--. ,: ·f i· f •• r, Ll··--~_-.... ,0 •:;_-• ..... _., TYPE DATE INSPECTOR BUILDING (Jhzrt0~3C/ FOUNDATION --...._ 7J e.L.L I FIELD INSPECTION RECORD .-•· . -i ' REINFORCED STEEL -,____ rr-... f"l 7 Sill-<. .,., .. Rl;OUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES ,. ,, ·· .,, , .. MASONRY I . . REQ IF INSPECTOR'S / ) ·,: · .•. \ '. ' . GUNITE OR GROUT INSPECTION CHECKED APPROVAL DATE --.,c:;.t.-': .. ,,,.»-,-.1v,,..J /-~/~/'f.... ,:-n,-,5 d<._ /ifl!MP'~: J:/J_N.t: J:(f'J-/ SUB FRAMED FLOOR D CEILING so1Ls coMPLIANCE ;1.,,,_.,. ,,.,,.,/ ~ ;t?en-~, 4 /1 -,/-2 .. :t_.f SHEATHING D ROOF D SHEAR -~~~iD:~1oN 1NsP ....... ;0/e/t. .-. ,, ~ ~el.. ~/3 0 -/J ( 1 FRAME "·/0, r~ Vpt----¥>. I ,._ r, STRUCTURAL CONCRETE . , ' ' .. , '' EXTERIOR LATH OVER 2000 PSI ... ,_ $~AUii r:,,..A,y-) /~Y~ ' . ,.. PRESTRESSED / /.,) INSULATION 1 ' CONCRETE --5~Jttl {.,,,,.,,1'17'" /IJ//~~ - INTERIOR LATH & DRYWALL .. ?~" g, ! .J.-?' . ~~t~;~~!IONED --s~ArQ (/'~ ,,6~~,..,.,-J Jt>/n p PLUMBING , I,) I /'\ O SEWER AND BUCO D PUCOj/J/KjhJdkr!ti UNDERGROUND o WASTE o WATER' 1 ?/2dw-rr TOP OUT O WASTE D W~TE_El .. lft{ Y'\ l7fy'V TUB AND SHOWER PAN /) FIELD WELDING ..__ -r-A.v't:4£ ,/)IJC,,I(_ /df",J, ,'z.J ,..~ -' . ' .. y I I .-? > ·;:-,. I HIGH STRENGTH . ,; , •. BOLTS \ ,..· ''.> 1-~ "T,·:,,;...-.::,.J<,:.1!},#t:..t<-,,,..-,p t.Jt1'-~---1JiL · '• , ·:· · ) I SPECIAL M~iON~~ .-i-~-.,,.-1~;.,, A~. ,.,,. ;.,_A~;: , 1 ).~ .,t> /I . . . • ~ I • • · • . , -. , / // , ~ • I . • -• -· .. , • •· ' , , • -1-o / ~ _.,,,,,,:_< -,,,,I),,~ -ALJ#J il'J w~,f~r 1.2../l"f T . <' V ,1 ,IJI I I ,-.. -1-i-,t:bvl(. -~1;0/,---J / J'( -,V - · · . . . ~-~:~ , ' ' I 1 I // ' . ··· ,• , ..... '•" ·, ; ,•.,;.._ ... ,_ .,,. ___ '.:. \..,A.,./.,. ~~-~ ,, .. ~ r ELECTRICAL . 1 ;:;. • --~ /,.,11,/~ /hJG/L,-(q/lU(.J 1 !1 t .p -,./ Y p O ELECTRIC UNDERGROUND o:uFF~R /J :-_ . _ .. : .. , · , ·. s-~a~-fJA.nJ/.,/ //4~-/) 1 I . ROUGH ELECTRIC . .·.. !.J-,,ns' L ~(s.o·ft.::.t1 :::· __ ' · .. . . ~ I / § · ' ' O ELECTRIC SERVICE D TEMPORARY __ I/ \ r-rz2,4 .,-e. L. / _,,o,8-1,V \ ~ 0 BONDING O POOL "\. ··-1 r<c... /.,t' .,..........,__ ~ q:?1JM' Affa. 3/).J.,~ MECHANICAL I . ---1 . c,, .-. _ • • • , • '. -~--~ O DUCT & PLEM., 0 REF. PIPING ·.· ; ~'-'-r ·· · .:\ , -~~,~7"0 __, L1/l.A~,.--n~L '<.<:'1 HEAT -AIR COND. SYSTEMS · · . · .. · · · · GAS TEST -" ~" "31 I / l,, 0 WATER HEATER O SOLAR WATER r, PILES CAISSONt';: , \ (/), ] ~ . ~-.,-- "' -·-. - s --· - ". :;p1E I VENTILATING SYSTEMS --.-· · I .. ._ r -.:f ,J . ; . • ---1-1--, ,f •. ·•• .. : I: I I· 11 . H~bw~ 2~::~.:.8"!10\ ' . -. . . . . · . -• Y30 rJS \10\88 t{,(11 !_!l •.\.; . • I \ CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE _ __ /TE.MS ABQVE_tf_AVE_BEEN_~PPROV.ED. FINAL =~~~:~~C~L .,-: • • I I I 11 . : ... , . ' I MECHANICAL · ' · 1.·· · ,_, ·" ', I-• ~. , l GAS \ ;··· · .... • .. BUILDING ' .SPECIAL CONDITIONS ·i DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE , CARLSBAD, CA 92009-4859 (619) 438-1161 MISCELLANEOUS FEE RECEIPT Applicant Please Print And Fill In Shaded Area Only APPLICANT'S SIGNATURE DATE White -File Yellow -Applicant PLAN ID NO. 0012 03/18 0101 05Misc-1596,54 VALIDATION AREA ESTMATED VALUATION -------- PLAN CHECK FEE 001-810-00-00-8821 IF THE APPLICANT TAKES NO ACTION WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. 2 SELF ADDRESSED ENVELOPES DATE GIVEN/ . SENT TO APPLICANT DAl"E LA COSTA LETTER SCHOOL FEE FORM P & E CORRECTIONS LIST CERTIFICATE OF OCCUPANCY Pink -Finance Gold -Assessor .41111lllr•~"'.~". \. . . . ... : f'::=-~.:!t ~ ~ ·~-~r:..:.;;:;~_;_:.,.._:~,r;~:i, ·· -..... ffl!I"! ... !"!--::+")'" . .,Tl'" ... ··r -!t ' ''SEWER PERMIT APPLICATION Development Processing Services Division 2075 Las Palmas Drive Carlsbad, CA 92009-4859 (619) 438-1161 1.6.1.'0 1)8.lJO/Be ()0()1 ,)l Sani b1 SEWER PERMIT NUMBER: SE ' ,,: 7 3 APPLICANT TO FILL IN SHADED AREA ---=-_.____.;.~--- .l BUJLOIN1l ADDRESS: :i. ?85J Lo \·< 6t t\v e 1 J ASSESSORS PARCEL NUMBER: -·~1 =_r::_) --_;;._1_7_S_. _____ _ BUILDING PLAN CHECK NUMBER: _P_._;Cc._, --""'--··_;·-.::.:,_,: ,'-· --- BUILDING TYPE: ____ ·i-", ,;'-"-''<""";_,_,,_,.· 1,,,_' _;..;.,"··:::_;.I._.:·-· _, ··-=''-':...----: NUMBER OF EDU'S: ---·-'--· ---';<_,f'c'-. ________ _ CALCULATIONS: '"; i . i, •,.) .;. ( ' CONNECTION FEE ,; . ··~' COST PER UNIT /, ·-; ( J --x ·-11 "' /i ,' .·,.) ,, I -'f. ":) ,. {).I ' • . ·1 I ,·, .J :: j /'.JJ UNITS = ·: !} i.i:.) LATERAL CHARGE: _____________ _ TOTAL CHARGES: ______________ _ PREPARED BY: _______________ _ (PRINTED NAME) COMMENTS: --------------------------------------:, WHITE; OPS GREEN: Finance CANARY: Water PINK: Building GOLD: Applicant ... • !, r I l '' t,'. i' ' < f FINAL BUILDING INSPECTION ..... ,, DATE: _Aprt......_._1_1..;..1..:.,_1;,.:.!'.:.::...9;,;...__ PROJEqT NAME: _____ IN_D_I_A_N_A_PLU __ M_.._N--;~'."""" -------,---------- AODRE.SS: _______ 2_7_11_LO_K_E_R_A_V_S_ff_U_e_w_e_s_T ________ __._ __ PROJECT NO.: _______ UNIT NUMBER: -------PHASE NO.: ____ .;,.__ __ I t TYPE OF UNIT: COMM•L BLOO. (WHSE.) NUMBE? OF UNITS: CONTACT.PERSON~· _P..;..A_U_L..;....;..G_A_R_W_OO~O_-_J_._H....;... _P_'A_0 R..;..ts,....· _H_C..;._O.,:_N;_S.:.::...T..:..R:...;.U.=..C....;:..T...:...:....;10:..:.N..,;;.__ ___ _ •IMXIIK (213) 510-1111 CONT~CTTELEPHON~·-_____________________ __; ___ _ ALL DEPART&U:N"I.$ . · INSPECTE DATE BY: __ --4-t-=;,.=-,r...µ~--1--INSPECTED: ____ _ INSPECTED DATE BY: ________ _ INSPECTED: ____ _ INSPECTED DATE BY: ________ _ INSPECTED: ____ _ APPROVED / DISAPPROV!O'! __ APPROVED __ APPROVED __ DISAPPROVED' _ __,._ DISAPPROVED __.,_,· _ COMMENTS: _____________________________ _;__ Rev.1/SfJ WHITE: Suspense BLUE: Water Distric:t GAEeN: Engineering .CANARY: t,Jtffitin .Pff'fft Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: ___ 8_8_-_0_3_3_9 __________ _ DATE: April 21, 1989 PROJECT NAME: ______ IN_D_I_A_N_A_P_L_U_M_B_• _IN_G _______________ _ '\;tit· ~\/Cao .· ADD~~ ~85 LOKER AVENUE WEST oVrv PROJ~6~ NO.: l I '-" o <., UNIT NUMBER: __,_ ______ PHASE NO.: -------~ TYPEOFUNIT: COiiAM"L BLDG. (WHSE.} NUMBEROFUNITS: .. :J CONTACT PERSON.~· __ P_A_U_L_G_A_R_· \_v_O...,:.O_;_D_-_J .:_• H--=-· _P_A __ R_l_S_H_C_o.;_· N_S_T_R_U_C_T_I_O_N _____ _ XJJX:-X9CPC (213) 560-1911 CONTACT TELEPHONE: __________ .,..:,,....----~------'-----------'----- \", . ALL lJEPART1\tftNTS ~Ny~PECTE~.J f ~(AULL ~;~ECTED: f /zfh:, APPROVED / DISAPPROVED . .., INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire -:··,.·,-·-·,. ••• > ., *'. FINAL BUILDING INSPECTION PLAN CHECK NUMBER: aa-0339 DATE: April l 1, t,89 PROJECT NAME: liH)IANA PLUi!l\6"1NG PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: TYPE OF UNIT: ,.::.O:,l'N'l. BL.JG. ( ~HiSE.) NUMBER Q.F UNITS: --· J&Xfk~ (ltl) 560-1911 CONTACT TELEPHONE: _____________________ -e,~-..,,.---"f'ln. ALL UEPART,:lENT:5 INSPECTED DATE 1/225-79 APPROVED V BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED COMMENTS: ------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire .-.-,·r·.~:"''i~.i .,, ... ~ :"¥.·,:"-",-.,,,,,-f'!'f~r·w,:.'l''fa"•',.:":"':_,.i;.::·r.?,.,,,~ .. ~~~ ,~-r,~ ..... wr;~;(..'!!'t'~\~f~"tf-~1f~,~~~1fra'/li'~l~~·,·~·~1,v'flll!!"'-!~--'Ji ... ["· ·-.:;~f.-1:'W. ,«; -.,·,·:. ~-·...._-, .. ,~1f..,.,,,~ . ..,,t-~•")1 :,r,-:··~, ... ~·;10-:, .r FINAL BUILDING INSPECTION ;r::,' PLAN CHECK NUMBER: 88-0339 DATE: April 21, 1989 lNDIANA ?LUM£'lf1N,.~ PROJECT NAME: _____________ 1:.t __ v ________________ _ 27°5 Lo· .,. EH AVEt-'Ut: WP;;.T ADDRESS: _________ v ___ n _____ -.._i;;. ___ .., _____________ _ PROJECT NO.: _______ UNIT NUMBER: --..------PHASE NO.: ______ _ TYPE OF UNIT: COi\~AA"L BL.iJG. ( WH!':Jt..} NUMBER OF UNITS: CONTACT .PERSON~· __ P_A._U_L._G_~_A_}(_\_Jo_· _O_D_-_J_._H_._P_A_R_l_S_t_t _c_·u_· '_N_S_T_i_{U_'_C_T_l_o_· r_,I _____ _ .1'X*XM (213) 560-1911 CONTACT TELEPHONE:. _____________________________ _ DATE APPROVED/ INSPECTED: DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE i BY: INSPECTED: APPROVED DISAPPROVED I COMMENTS: --------------------------------- Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire t".·· r~:~:~·~~~ ... ,4,i·,ilJllit)iW(PifEyr-w~J{&i 4 ip +rc,, •• ,!t ..... ·:CWC 9WW'it$t;lt-\f .......... $(¥!,fC!4W'ft;I-... _-:'"~ [ .. I l· FINAL BUILDING INSPECTION PLAN CHECK NUMBER: DATE: PROJECT NAME: _____ IN_D_· ·_IA_NA_·_PL_U_M_lll_.:.···-H...:.0.....-____________ ____ ADDRESS: ______ 2_7_h_LO_. _K_E_R_A_V_I_N_U_I_W_e_S_T _________ -.-_ PROJECT NO.: _______ .. UNIT NUMBER: --.....-----PHASE NO.: ______ _ TYPE OF UNIT: COMM"L BLDG. (WHSI..) NUMBER OF UNITS: CONTACT .. PERSON:. __ P_'A_U_L_O_A_R_t_fOO_·_O_-_J._H_"_P_A_R __ I._H_C_O_N_S_T_R_U_C_T_I_O_N _____ _ ,..... (21 J) lit-1111 CONTACT TELEPHONE-·---------------------------- ALL OIPARTMiNTS k~~PECT~G~ INSPECTED BY: _________ _ INSPECTED BY: _________ _ . \ DATE / ,/ ~ INSPECTED: t.t./2-~J / APPROVED r- DATE INSPECTED: _____ APPROVED __ _ DATE INSPECTED: _____ APPROVED __ _ DISAPPROVED __ DISAPPROVED __ DISAPPROVED __ COMMENTS: ______________________________ ____,_ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire :, 'it/'" i---- 11 I SOUTHl!RN CALIFORNIA SOIL AND Tl!STING,. INC. JOB: 6280 FUVEROALE STREET, F? O. BOX 20627. SAN OIEGO, CALIFORNIA 92120 165 WEST ORANGETHOFIPE, PLACENTIA, CALIFORNIA 92670 C714J 524-91:30 74-8:31 VELIE WAY, PALM OESERT, CALIFORNIA 92260 (619) 346-1078 67B ENTERPRISE STREET, ESCONOIOO, CALIFORNIA 92025 (619) 746-4544 SCST NO. CATE Indiana Plumbing 8812326 IS.I. 4 12-20-88 (619) 280-4321 AOORESS: BLDG. PERMIT NO. PLAN FILE NO. 2785 I.oker, Carlsbad TYPE INSPECTION: Structural Steel MATERIAL INSPECTED: 880339 ARCHITECT: HCH Architects ENGINEER: Burkett and W::mg CONTRACTOR: CB88-339 11-21-88 Elogdan Graboys Arrived on-site as requested. date. Job cancelled, no inspection this DISTRIBUTION: ( 3) J .H. Parrish Construction (1) City of Carlsbad SOUTHERN CALIFORNIA SOIL AN0 TESTING,. INC. c;s;:::~ ~---· -- David J. Akefic.E. #26815 t I • CER IFICATE OF CONFORMANCE HE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the products identified below and on attached sheets Nos. _________ are marked with the collective mark of the American Institute of Timber Constructio't;~A)Jf~ fgd are manuf~Ufflt i 'bfl~'i!lf~n~r, rc&1 ~ae &\'luf~8~ur8L%~Bd (AA~iillf ~% Pf YW~~,rs A~SMOD IF I ED BY ICBO RESEARCH R~PORTNNO. 3346 and that such manufacture has been at our plant in . COTTAGE GROVE OREGON which 's I plant has a quality control system approved by the Inspection Bureau of the Aineri.can Institute of Timber Construction anlinspected periodically by such Bureau. JOBNAME: ___ CU_S_T_O_M __________________________ _ JOBLOCATION: __ C_A_R_L_S_BA_D_C_A _______________________ _ CUSTOMER'S ORDER NO. 1326 ]-~ 5307 DATE 9/20/88 MFGR'S ORDER NO. ___ 4=15:::....6_,,'------- ~ WEYERHAEUSER COMPANY Tl:rR1!"::;:,r!fl;.~:::::....~~·~:!:'::~~::::::!::::::::::--------:::· :::::::._-_____ COMPANY _LAM __ I_NA_T_E_D_T_IM_B_E_R_P_R_OD_U-'C'-'T_;_S __ ,?"/ TITLE Q. .. C SUP ERV I SOR ADDRESS H 1 GHWAY 99 SOUTH --'----------DATE /o-2../-FY A/TC HEREBY CERT/Ff ES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said code and report(s), that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said code and report(s) in respect of products manufactured at said plant. Con- formance with the said code and report(s) in respect of any specific or particular product is the sole respqJ,ibility of the manufacturer; AITC's certificate hereunder being that the said company is qualified to produce a product meeting the said code and report(s) and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC Certificate No. 07926 E AMERICAN INSTITUTE OF TIMBER CONSTRUCTION © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCE 1½" LAMS FOR BENDING MEMBER LAY-UP . A WEYERHAEUSER PROOF LOADED FINGER JOINTS "'~ Weyerhaeuser Company ATTACHMENT TO QUALITY CONTROL CERTIFICATE AITC 117-85 Combination: 24F-V4 DOUGLAS FIR NUMBER AND GRADE OF LAMINATIONS BY ZONE Number of Number of Outer1 Inner Core Inner laminations Laminations Tension Tension Compression In Member Proof Loaded No. Grade No. Grade Grade No. Grade 4-5 1 1 302-20 1 L2 L3 6 1 1 302-20 1 L2 L3 1 L2 7 2 1 302-20 1 L1 1 L2 L3 1 L2 8-10 2 1 302-22 -1 L1 1 L2 L3 1 L2 11 -15 2 1 302-24 1 L1 1 L2 L3 1 L2 16-20 2 1 302-24 1 Ll 2 L2 L3 2 L2 21 -25 3 2 302-24 1 L1 2 L2 L3 2 L2 26-30 3 2 302-24 1 L1 3 L2 L3 3 L2 31 -35 4 2 302-24 2 L1 3 L2 L3 3 L2 36-40 4 2 302-24 2 L1 4 L2 L3 4 L2 41 -45 5 3 302-24 2 L1 4 L2 L3 4 L2 46-50 5 3 302-24 2 Ll 5 L2 L3 5 L2 51 -55 6 3 302-24 3 L1 5 L2 L3 5 L2 56-60 6 3 302-24 3 L1 6 L2 L3 6 L2 1 For those non-bending members that do not require Tension Lams (such as most arches, tension members and compression members) the 302 grade in outer tension zone is replaced with L 1 grade. FORM 4814 10/84 5628 PRINT SHOP/TACOMA No. 1 1 1 1 2 2 3 3 4 4 5 5 6 6 Outer Compression Grade L2D L2D L2D L2D L2D L2D L2D L2D L2D L2D l2D L2D L2D L2D 1½" LAMS FOR BENDING MEMBER LAY-UP A. WEYERHAEUSER PROOF LOADED FINGER JOINTS Ii~ Weyerhaeuser Company ATTACHMENT TO QUALITY CONTROL CERTIFICATE AITC 117-85 Combination: 24F-V8 (Balanced) DOUGLAS FIR NUMBER AND GRADE OF LAMINATIONS BY ZONE Number of Number of laminations Outer Inner Core Inner Outer laminations Proof loaded Tension Tension Tension Tension In Member Top & Bottom No. Grade No. Grade Grade No. Grade No. Grade 4-5 1 1 302-20 L3 1 302-20 6-7 1 1 302-20 1 L2 L3 1 L2 1 302-20 ' 8-10 1 1 302-22 1 L2 L3 1 L2 1 302-22 11 -13 2 1 302-24 1 302-24 1 L1 L3 1 L1 14-20 2 1 302-24 1 302-24 1 L1 1 L2 L3 1 L2 1 L1 21 -26 3 2 302-24 2 302-24 1 L1 1 L2 L3 1 L2 1 L1 27-30 3 2 302-24 2 302-24 1 L1 2 L2 L3 2 L2 1 L1 31 -33 4 2 302-24 2 302-24 2 L1 1 L2 L3 1 L2 2 L1 34-40 4 2 302-24 2 302-24 2 Ll 2 L2 L3 2 L2 2 L1 41 -46 5 3 302-24 3 302-24 2 L1 2 L2 L3 2 L2 2 L1 47-50 5 3 302-24 3 302-24 2 L1 3 L2 L3 3 L2 2 L1 51 -53 6 3 302-24 3 302-24 3 Ll 2 L2 L3 2 L2 3 L1 54-60 6 3 302-24 3 302-24 3 L1 3 L2 L3 3 L2 3 L1 i ~ ~ ! ~ ~ t j ~ ~ .I ' :: a j j ... iii ,3 !i! I 5 I I ~ ~ j'j ~ g <>. iii ~ i a.. 0 CAMBER INFORNATIDN IOI.WIDlll CSTIIR OFFSET RADIUS LAY-IP IND'L TOTll. I.ANS II' IND'L TDTlL 1M Ill£ Tll. 9..lf FNSH SHIP CIJR NARK QTY W I D TH DEPT H LENGTH ADD TARSET NIN. IIU, TARGET IIAX, NIN. CANT TAII.E BILLET PC W6T 3/4' I 1/2' LUGIER BllFT BDFT APP WRAP SEIi. 842 6 5565 Bl 1 5 -I / 8 JJ-0/0 43 -0 -0 /16 4 2. 000 1. 500 2. 500 1386 1848 1109 Nl/4 u-4 ma 0 22 6 911 981 Ind Lolll Elida 842 6 5565 BJ 3 5 -I / 8 24 -0 / 0 35 -7 -0 /16 3 I, 750 1,375 2,125 1085 1381 893 241' V4 35 -10 3191 0 16 6 590 mo Ind I.old Enda 842 • 6 5565. 85 3 S -1 / 8 33 -0 / 0 47 -I -0 /16 4 2,000 I. 500 2, 500 1662 1216 1330 24F V4 47 -S 5806 0 22 ' 1074 3222 Ind LOH Enda Ml 1 55,82 3 S •I I I 33-0/0 S4 • 0 • 0 /16 4 11*111 0.000 0. 000 ffl9t ""' fflH 114' 'It 94•416St 0 .. • IUI au,1111 I.Nd Wt 842 7 5565-M 3 5 -Ii 8 JJ-0/0 77 -s -o· 116 5 •peci1l 0.000 0.000 9ffi'l 9ffi'l 9ffi9 2 24F Y8 77 ·II 9557 0 22 6 17611 529S Ind LOld Elida 842 6 5565 Flit 2 5 ·I / 8 16 ·I / 2 17 -9 -0 /16 3 o. 010 o. 000 o. 260 47259 100000 1817 241' Y4 1B • 0 730 0 II 6 203 406 Ind LOld Enda 842 6 5565 F1l2 l 8 -3 / 4 25 ·I / 2 23 -7 -0 /16 3 0.010 o. 000 o. 385 83426 100000 2166 241' Y4 23 -10 127' 0 17 10 695 695 Ind LOld Enda 842 6 5565, F1l4 I a -3 , 4 19 ·I / 2 19 -3 -0 /16 3 0.010 0.000 0,260 5558.\ 100000 2137 241' Y4 19 • 6 798 0 13 10 43:! 43:! Ind LOld Enda 842 7 5565: F1l3 1 I -3 / 4 28 -1 / 2 36-0-1/2 3 0.010 0.000 0,385 194SSO 100000 5060 24F Y8 36 • 3 2212 0 19 10 1183 1183 Ind LOld Enda 842 7 5565 F1IS I 8 -3 / 4 2B -1 / 2 32 -4 -0 /16 3 0.010 0.000 0,385 156816 100000 4072 24F Y8 32 -7 1'60 0 19 10 1062 1062 Ind LOld Elida 842 9 5565 . FC1 3 6 -3 / 4 6 -3 / 4 10 -6 -0 /16 3 0.010 0,000 0.260 16537 100000 636 IU LI 10 -9 349 I 4 8 66 198 Ind LOld Elida ~ -Wfm f:P'' • "'"" 7 .. IOIIIR. 2' LOOER IOIIIR 1' LOOIER 10 12 10 Toh! 0 15375 m 'J3n 12 ' Tohl Jobi 119:52 Toh! PilOII Colll4 12 Tohl Shipping Weight 34310 I { "!I C Dep~. of Bldg. & Safety County or City of SPECIAL INSPECTION SERVICE Norman D. Harvey 15815 Glazebrook Dr. La Mirada, Ca. 90638 Report Covers Work Completed Duri~ T~ week Ending /~~~ REGISTERED INSPECTOR'S REPORT Address :27dff'.Lac.h;e ~ -'-"-""-~..,,Q,,~-------~Size of Building 2cf~~ ~ / Owner~~~~~~~L.£..J!¼U..A~~~:,._____JAddress //.(/ &AQ'./<1.&2i.r1~ Ck,-,4" :!:!J ~~~cta.'K.&lll').:..J....'24.:.EL,r.___.:Address 4fi',f&,,4z:?,,A,~//4vr~~ Sub-Contractor _______________ Address ________ /_________ I Job i TYPE OF WORK COMPLETED WELDER RECEIPT NO. Reinforced Concrete Welding X -----'-------- Prestressed Concrete Hi-Tensile 1at!el fl;~Uf1:?4zr~de?L --------- Stru, Steel Assembly Masonary ---- Other ------------------ CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws. /f'J14--;/C~£> Register Number ' Dept. of Bldg. & Safety t:ouuty o:r City of SPECIAL INSPECTION SERVICE Norman D. Harvey 15815 Glazebrook Dr. , La Mirada, Ca. 90638 REGISTERED INSPECTOR'S REPORT Report Covers Work Completed Duri~ T0 week End·i· ng /f~f~8 Job Identification z;o1.4&.&J?«4UZ&f/CC~Address :lZ~S: LokCR t1e;;ff Building Permit No. $8t;.Ji32 Size of Building ,,:Z~ ~81{ ~ :::a;-:-:~~~~ . ::::::: ~1:I:%:~ Sub-Contractor ______________ Address _______________ _ TYPE OF WORK COMPLETED WELDER RECEIPT NO. Reinforced Concrete _____ Welding, __ X,.__ __ ?~2 Rh;,0 .Ld C~L /t:J.2 z Prestressed Concrete Hi-Tensile ------- Stru, Steel. Assembly Masonary ___ _ Other ----------------- INSP'N DATE DESCRIPTION OF WORK INSPECTED lfdf88 CERTIFICATION OF COMPLIANCE I hereby certify that I have inspected all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing buil,din~,.}aws • ef. $ Si~~ector 0 ~ 7'eda ~c9 -:;:_£.J.T""""'-~~f:::il--~~gister Number I • I • JOB: SOUTHIERN CALIFORNIA SOIL AND TIESTING, INC. 6280 FUVEROALE STREET. P. 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 165 WEST ORANGETHORPE, PLACENTIA, CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 [619] 348-1078 678 ENTERPRISE STREET. ESCONDIDO, CALIFORNIA 92025 (61 S) 748-4544 SCST NO. DATE [61 SJ 2BD-4321 Indiana Plumbing 8812326 11-14-88 ADDRESS: 2785 Loker, Carlsbad TYPE INSPECTION: Reinforced Concrete MATERIAL INSPECTED: BLOG. PERMIT NO. PLAN FILE NO. 880339 CB88-339 ARCHITECT: HCH Architects ENGINEER: Burkett and W:>ng Reinforcing Steel: ASTM A615 Gr 40 & 60 Concrete: 3000 psi CONTRACTOR: J.H. Parrish Construction 10-31-88 Steve Canpbell C-206 11-4-88 Eugene Ripley C-330 Reinspected reinforcing steel placerrent in panels El, E3 and E4. Observed the placerrent of approximately 225 cubic yards of concrete in tilt-up panels as follows: Sl, S2, S3, El, E3, E4, E6, Il, W2, W4, El, W6. Panels appear to be as per plans. Fabricated tvv0 sets of three test cylinders. Set 1, panel Sl, slurrp 6-1/2". Set 2, panel E3, slurrp 5-1/4". Inspected panels E2, ES, Nl, N2, N3, Wl, W3, W7, W8 and S4. Panels ES and W3 are O. K. • Renaining panels generally need ledger steel and W8 needs the steel mat raised and secured in raised panel. DISTRIBUTION: ( 3) J. H. Parrish Construction (1) City of Carlsbad SDUTHliRN CALIFORNIA SOIL AND TliSTING, INC. SOUTHERN CALIFORNIA SOIL AND TESTING,. INC. 62B0 RIVERDALE STREET. P. 0. BOX 20627. SAN DIEGO. CALIFORNIA 92120 165 WEST ORANGETHORPE. PLACENTIA, CALIFORNIA 92670 C714J 524-9130 (619) 280-4321 74-831 VELIE WAY, PALM OESERT. CALIFORNIA 92260 (619) 346-1078 678 ENTERPRISE STREET. ESCONOIOO, CALIFORNIA 92025 (619) 746-4544 JOB: Indiana Plumbing SCST NO. 8812326 ,S.I. 3 CATE 12-9-88 AOORESS: BLOG. PERMIT NO. PLAN FILE NO. 2785 I.oker, Carlsbad 880339 CB88-339 TYPE INSPECTION: Reinforced Concrete MATERIAL INSPECTED: ARCHITECT: HCH .Architects ENGINEER: Burkett and W:>ng Reinforcing Steel: ASTM A615 Gr 40 & 60 Concrete: 3000 psi CONTRACTOR: J.H. Parrish Construction 11-7-88 Steve Campbell C-206 11-8-88 Steve Campbell C-206 Inspected the reinforcing steel in the tilt up panels identified as, W-1, W-3, E-2, E-5, N-1, N-2, N-3 and S-4. Also checked what had been conpleted for panels W-7 and W-8. Reinforcing steel where conplete appears acceptable per plans. No concrete placed. Reinspected the panels which \vere inspected on 11-7-88. Reinforcing steel placement, hold downs, \veld plates and straps all appear acceptable. Observed the placement of concrete in the inspected panels. Concrete placenent appears acceptable as per approved plans. Fabricated tw::, set of 4 concrete test cylinders. Set A -Panel W-1, slump 7-1/2" Set B -Panel N-1, slump 4" DISTRIBUTION: (3) J.H. Parrish Construction (1) City of Carlsbad SOUTHERN CALIFORNIA SOIL AND TESTING,. INC. ~ David½.ri~.E. #26815 JOB: SDUTHl!AN CALIFORNIA SOIL AND Tl!STINGI, INC. 6280 RIVEROALE STREET. P. 0. BOX 20627. SAN DIEGO, CALIFORNIA 92120 16f5 WEST ORANGETHDRPE, PLACENTIA, CALIFORNIA 92670 C714J 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 922B0 (61 SJ 346-107B 678 ENTERPRISE STREET, ESCONOIDO, CALIFORNIA 92025 (619] 746-4544 SCST NO. OATE (61 SJ 280-4321 Indiana Plumbing 8812326 ,S.I. l 11-8-88 ADDRESS: BLOG. PERMIT NO. PLAN FILE NO. 2785 Loker, Carlsbad 880339 CBBB-339 TYPE INSPECTION: Reinforced Concrete MATERIAL INSPECTED: ARCHITECT: HCH Architects ENGINEER: Burkett and W:>ng Reinforcing Steel: AS'IM A615 Gr 40 & 60 Concrete: 3000 psi CONTRACTOR: J.H. Parrish Construction 10-28-88 Greg W:>lfram C-259 DISTRIBUTION: Inspected reinforcing steel for panels E3, E4, E6, S1, S2, S3, W2, W4, W5 and W6. All nain reinforcing steel appears acceptable. Reinspection required for proper locations of reinforcing steel at ledge bolts and PAT' s per detail 9 on page 21 of plans. Ledgers not in on all panels at this tine. Contractor to receive letter from engineer to allow stacking of panels El, E3 and E4. No floor d~ls or ledger bolts and strips in panels El, E3 and E4. (3) J.H. Parrish Construction ( 1) City of Carlsbad SOUTHERN CALIFORNIA SOIL ANCI TESTING, I.NC. ~ David J. Akers, R.C.E. #26815 I l ,, 'i' : -~ '. DEC 19 '88 15:30 HCH PARTNERS 885 P01 FACSIMILE TRANSMITTAL '' i 4877 lewrldge Avenue Son . $QO, Calilorrila 9212 1667 (619) 78•5750 FAX ( i 9) 278-9258 DATE: TIME: TO: NU , BER OF PAGES ( INCLUDING THIS PAGE ): ~ . /fi/(__ /1 ~ l'7~ ;, ON 511T. /4 /1 ; te/<,fl;if€ P~t.L-fo 'f:_ ~·. BY: H H PARTNERS TELEPHONE (619) 278-5750 FAX NUMBER (619) 278-9258 I I ' i ~ i ' !' i --~ i DE~ 19 '88 15:30 )r !! 11 ·-·-· ,[ HCH PRRTNERS 885 p~_2 ~~ .... A . ;~ t • : C ' ' t··---... i ! ~ I , -\ c; ~ .,., A~~ • J [0d £88 a ouom, W ll8>pnq fl • .. ' ti O. It .... ·--++--_..,.. ... :j ,:a, 'a-0 >t -:ft""IEC l ~: l 't NOW ae-E, l -o~o: Sd3Nld~d HJH T[:£T 88, 61 J3Q SENT BY:J.H.Parrish Const. ;10-31-88 4:20PM; 2135607752~ 619 434 1646;~ 2 -') ' . t-lCI-I PARTNERS LAND J>LANNING AACMli&CTU~ ENGINECRING StJ~VEVIN~ 4877 Vlewrldge Ave!'lue son Diego. California 92123-lb67 (619) 278-67&! FAX (619) 278-9258 COPIES DATE l LETTER OF TRANSMITTAL DATE: TO: ATTENTION: l<~fe HCHJOBNO: I I i;1 / SUBJECT: I Nt,VJ(TVA- We are sending you the tollowlng Items via: ~ /.:tc1 I.- DESCRIPTION REMARKS: (,,~ 1'\1 N ~ ~$ ~ 1,v { I ~51.0(~ d, W gj .. ~ ~ U1',l1 ~ 1 N )~ lt-+c ~ 7" )»G O t' ~)it,. ~~ rt,,(.:14.., V~~ to Cil«/1"1S-'C> ffN~-~ ~l.lr-S. COPIES TO: file ,,-J'M SENT BY:J.H.Parrish Const. ;10-31-88 4:20PM 2135607752~ 619 434 1646;~ 3 •. 4-. j ··~ •··r ,-·--·-~--·-····· . --..... .. -HCH PARINERS LAND PLANNING ARCHITECTURE ENGINEERING SURVEYING 4877 Viewridge Avenue San Diego, California 92123-1667 (619) 278-5750 FAX (619) 278-9258 November 28, 1988 Bulletin 112 J.H. Parrish Construction 7848 Salt Lake Avenue Huntington Park. CA 90255 Attention: Mr. Paul Garwood Project: Subject: Dear Paul: Indiana Plumbing Supply Company HCH Partners Job No. 11571 Drag Connections Per field conditions, attached please find drag connection alternate details. Sincerely, HCH Partners 1?.tti/~ Architect \ RE/ecs Enclosures .~. @-~4-' ~ ~.,,,, I I],,, , I I I \ \ \ ·/ V . . . . . . . j + .. +· ' \ . '\ . \ . \ . ~ ,--, . ~· ,, .. ~ .... ' . r . . . + + /~ . . . . . \ \ . \ . . \ ' \, . . ~,, , ' . . . .. . . ~---... ··-.....__ . . . . ,, Io --~'ff' t,,'1.f?. r£ ~)I re. II e, -4 r;-I},;, ~ ' . . ' , ----~ . ···-·---·-·- 't i I .. , .. t 1> • ... • .. .. -ti . I I I. T -t-+ I I I -. 7--r I + + + ~~-. I I/ . . I j \ e:-fl°l'lb b'L,LJ-kAM '\"-~M '"--.. --~-e?<1~t1~ (°L-JKt.,,1N '-~ ~ -~!'? I ONC.. t~ C -r IL.--i -Ur v--lAt,L-,, __ ·, ... , .. ,___ ,./. N~ y~11)( ~vtZJ' ----.____ _____ ----------~ 9-tft?t:-rt-,A te 1-~ P !~ N;A r l.--U Me;., IN t7 H C, H -J -0 ,e;, ~ I I i:::;,7 I 11-1,'b -t,CO $/-4-11 ::::.11 .... oll I , • f , l I I I =~ ~ -~-·-1 + . + . + ---+ +r\+ -~ ' ~ -.. ,· I I / J; -e,<10t1~ eoNe,. t11.---t -ur ~v f°,,ANet., t;11 '1J' 1' + 4 !J}_' I i i i i ~,,,q, t ~ ~ )'. -PM . f'vYvJ06 o flvv~ ~ t<\BGlJI~ Yk~"-11/~ ~n,. f°L.,Afe ~ !1: ::11.~~ : -~ . ~ ···-.__,,, I() -??/4--d f r·1J~.ic, ----(p. ~/4t11 4J ff<-Ue,?-'L.,tc, ~A''~,'-o'' . ' DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-1~ JURISDICTION: PLAN CHECK NO: SET: QFILE COPY QUPS QDESIGNER PROJECT ADDRESS:_:l_7=g=5____;,_~L=--o~/c.ee..;;;;....~__;/l-U.....;.....;'e __ tJ._'€._~~T::.....__ PROJECT NAME:-=.I,~w_D____;,_/~/:f~/\J~l'l-::....._____:.p._i=~~M~t-'~'~tJ~G=-__ S_f.A.R.__;~~'?ff=+-- D II D D D The plans transrnltted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified owl-OW . are _resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. O The applicant's copy of the check list has been sent to: II Esgil staff did not advise the applicant contact person that plan check has been completed. 0 Esgil staff did advise applicant that the plan check has been completed. Person contacted: ___________ _ Date contacted: Telephone# ------------------ REMARKS: I, S (;,t,f5HI T rtZ..u,,$ S. De,t-c.u1 N<::, S. ~4-e 7' t;r,r:.., D pte:.A)~ t. L • By: fl-13!!!' DoueNrt: Enclosures: -----------ESGIL CORPORATION \ i ' ' C E s /\PR 2 21988 CALFAX ENERGY SERVXCESc-CEIV,-., License 404233 3662 Katella Ave., Suite# 109 Los Alamitos, California 90720 Phone (213) 596-2414 SUBJECT: Energy Plan Check Corrections -Indiana Plumbing Supply LOCATION: Carlsbad PLAN CHECK AUTHORITY: Esgil Corp. -Abe Doliente 293. The building is a plumbing supplies wholesale house. The east side of the conditioned space is display and sales of plumbing supplies, equipment and tools to the plumbing professional. The west side is the accounting and executive offices. The calculation has been redone to reflect the proper budgets. 294. The insulation is installed over the Ceiling Tiles in the suspended ceiling. The small area of exposed floor is shown insulated W/R-19 on sec. A page 9. The Calculations have been redone to take into account the absence of insulation over the flush mounted fluorescent lights. 295. CEC single glazing with no tint has been used in the revised calculation. 296. Five and one half inch thick concrete with no insulation has been used in the revised calculation. 297. Metal framing with mullions has been used on the full height glass and metal framing without mullions has been used on the window glass. Framing factors for those two conditions are built into the approved computer program and are not changed by the operator. SC is shown on p.17 of 46 of the calculations. 298. The design LPD is shown on p.39 of 46 of the calculations, and is substantially lower than the overall value of 2.72 w/sf used in the compliance calculations. 299. See p.34 & 35 of the calculations for CF-4. CF-5 is included as part of the calculations on p.39 & 40. No special controls are required except the mandatory controls and devices listed under LIGHTING SYSTEM MEASURES on p. 5. DATE: ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO. CA 92123 (619) 560-14-68 S---I '1-28' JURISDICTION: _C_t_1c_1 ____ o_F-__ CA __ J2-_~_~_a_l"t_O ___ _ PLAN CHECK NO: g g -0 3 3 t::J SET: 7T PROJECT ADDRESS: Z.,, 7 i' S:-i-0 /:: e I?_ FJt./e-Wl:S T PROJECT NAME = :r. fJ D, ,:; N 11-Fl 1.,u1113 , /JG ~"" PP t... '1 D D D Ill D The plans transmitted herewith have been corrected where necessary and substantially comply with the .jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified ..,._ ____________ are resolved and checked by building department staff. The plans transmitted herewith have signiticant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the, jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: ~'5£LL £L'j O Esgil staff did not advise the applicant contact person that plan check has been completed. II Esgil staff did advise applicant that the plan check has been completed. Person contacted: /eu.. s s. ti-LL /Zl. 'j Date contacted, sj::10 /88 Telephone t <'.£.t'f J L7K -£7S1J REMARKS: _________________________ _ By: ft8e Pol.tl:NTG°'"" ESGIL CORPORATION 5-10--..!J Enclosures: ----------- CITY OF CARLSBAD PLAN CHECK NO. 88-0339 MAY 19, 1988 REMAINING ITEMS FROM THE ORIGINAL CORRECTION LIST 5. All sheets of the plans and the first sheet of the calculations are required to be signed by the Calif- ornia licensed architect or engineer responsible for the plan preparation. Please include the Calif- ornia license number, seal, date of license expira- tion and the date the plans are signed. Business and Profesisons Code. 203. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifi- cations have been reviewed and that it has been de- termined that the recommendations in the soil report are properly incorporated into the plans. See page 5 of the soils report dated March 9, 1988. 254. Provide truss details and truss calculations for this project. Specify on the plans the truss iden- tification numbers. 273. Gypsum Board and paint for the restroom walls do not comply with Section 510(b) UBC. ENERGY 293. Plans now show entire second story to be office. Revise energy calG..'s to include this area. 294. Insulation is not required at floor/ceiling if office is conditioned now. 296. Provide calculations to verify weighted average R-values for first floor west and east input (10.55 and 10.44 respectively). -.. , , City of Carlsbad Plan Check No. 88-0339 May 19, 1988 298. Revise lighting plan as necessary to meet correct budget. 299. Provide Form CF-4 for each zone and CF-5 for each zone (If allowable wattage LPD cannot be met without controls or adjustments). NOTE: Correction item numbers 296, 298 & 299 are dependent on the revision of energy calc's for added office. If you have any questions, please contact Abe Doliente of Esgil Corporation at (619)560-1468. Thank you. I ' .:,1'0!--~ ·-.;""'!" ,. ~ - ( ,,. ESGIL CORPORATION DATE: 9320 CHESAPEAKE DR., SUITE 208 SAN DIEGO, CA 92123 (619) 560-14-68 JURISDICTION: C ! '1 OP Cl412LS 8140 PLAN CHECK NO: gg_ 03?9 SET: I PROJECT ADDRESS: .2.. 7 RS Lok. E ~-r1ue PROJECT NAME: INV/ JttNft Pt. UM BIIJG D D D II D The plans transmitted herewith have been corrected where necessary and substaptially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified~---~-~-~~---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. II The applicant's copy of the check list has been sent to: /<.u s s € LL e L lf O Esgil staff did not advise the applicant c plan check has been completed. C/9 9Z/Z. 3 person that II Esgil staff did advise applicant that/'the plan check h~ been completed. Person contacted: ;e rA. s s,c: LL GL vf ~. Date contacted: ft/ff Telephone t (c;,11) z7g-57~0 REMARKS: _________________________ _ By: /+8(3-DOl. I~ /J7"GF" Enclosures: ESGIL CORPORATION ---------- 3_ zz-ek' ; .. -&V WW> f' t -0 3 3 '1 • ...,... C2IEClt nu. __ .....,;;;....; _____________ _ c;-10 op JORISDic:rIOR: ------,+---------- m:_:,~_~_s_s~e_l_L ___ E/... ___ ~------- 4g77 V1e0~1Ph~ c~. OCCDPAIICY: ___ -"'8----_::;__, --,--------- OFF I c~/ kJRE:.& /.ft>(ASc-BOJl.DIRG USE: DPE OF COKSDDCrIOB:. _____ v_-__ /\J ___ _ .AC'l'OAL ARIA: __ ,:Z_S_.,..__&?_2' ...... & ________ _ ALLOilABL& ARIA: 32, ooo SF- S1'0RIES: :;2_ BKIGB:r: :i. r FT SPRIIIILDS: t/G"'=> OCCDPAn LOAD: 9t RIMARICS: Date plans received by jurisdiction: _____ _ Date plans received by Esgil Corp.: 3-Z-c. -!. g Date initial plan check completed: I 4-/r,./z;: By: ,:H5G-'DoL 1e-).Yre.- ' Applicant contact person: f/ 0;71a) Z-7° -57SD Iel. ___________ , ______ 6 __________ _ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical code and state laws regulating energy conservation, noise attenuation and access for the disabled. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances. enforced by the Planning Department, Engineering Department or other departments. Present California law mandates that construction comply with Title 24 and the applicable model code editions adopted, with or without changes, by the various state agencies authorized to propose building regulations for enforcement at the local level. Cod'e sections cited are based on the 1985 UBC. The circled items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1985 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Io speed up the recheck process. note on this list {or a copy) where each correction item has been addressed. i.e •• plan sheet, specification. etc, Be sure to enclose the marked up list when you submit the revised plans. List No. 80, GENERAL CX11HERCIAL, WIIHOUT ENERGY OR LOCAL ORDINANCE OR POLICY SUPPLEMENTS JURISDICTION_~C~A~.e-'-c-~~/5=-..:.,ci-_;;;;D __ _ PLAN CHECK NO. 2 !' -0 .3::, 9 DATE +/ c. I e!1-, BUILDING AREA, HEIGHT AND STORIES DATA SHEET TYPE OP CONSTRUCTIONIALLOWA8L£ AREA ANALYSIS 8uildin9 Designation Type Construction Shown V-N NUlllber of Stories and Heiqht :2.. ,:Lj f't Basic: Allowable Area K'ooo ' lnc:reases For Multi-Stories )( z.. For Yards Feet On Sides For Sorinklers '1-Z Total.Allowable Area 3Z ooo Ac:tual Area Total Z..5 ~g'" . Area Separation Walls Yes ~ Yes No Yes No Yes No Ye• N,.. over Area Yes ~ Yes No Yes No Yes No Yes No over Height Yb (Hg) Yes No Yes No Yes No Yes No Over Stories Yes ~ Yes No Yes No Yes No Yes No Buildino Use orf1c€/ 'A I ,t/!!.E-fhc;., S °i. Occuoant Load q2 Occuoancv f3-L 0S987 A. 0 /. B. 0 /. 0 0 Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, Galifornia 92123, (619) 560-1468. Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the jurisdiction, to: The jurisdiction's building department. Provide the site address and a vicinity sketch on the Title Sheet. Provide the names, addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the Galifornia licensed architect or engineer responsible for the plan preparation. Please include the california license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Indicate on the Title Sheet whether or not a grading permit is required for this project. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: Occupancy Group (5-2- Description of Use OFp,e,e rwA.ree-ffe,tA..~t? Type of Construction _ __._v,.,---..,_,,,,~ ...... --Sprinklers: Yes or No lJ cf5 Stories ~ Height Z-; q FT Floor Area ' Justification to exceed allowable area in Table 5-C. (if applicable) Justification to exceed allowable height or stories in Table 5-D. (if applicable) 7/29/87 /. G c. 0 Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in UBC Table 9-A. Sin: PLAN Provide a fully dimensioned site plan drawn to scale. Show north arrow, property lines, easements, streets, existing and proposed buildings and structures. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan". /. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. ./. Clearly designate any side yards used to justify increases in allowable area based on Section 506. @ Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Provide construction details if a part of this permit. Clearly dimension building setbacks .fJ:QIL property lines, street centerlines, and from all adjacent buildings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showing finish floor elevations, elevations of finish grade adjacent to buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned park~ layout including any required disabledJeCC space§. Show the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. Provide a reference on the site plan to any details or specifications for required site improvements to comply with the Title 24 disabled access requirements. 2 ,,. Y· I. ~ 1· Clearly specify mini.mum thickness of walls and slabs to provide ______ -hour fire-resistive rating per Table 43-B and C. Clearly specify mini.mum cover for bonded reinforcing at fire-rated floors, ...,,..,-----,.fire ~ed columns, _____ fire rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303 (c) 3. Detail all plumbing and electrical penetrations at occupancy, area, corridor or other fire separation walls as specified in Section 4304 (e). Detail all furred ceilings as required in Section 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures, along with their hourly ratings. Section 302 (a). Foam plastics shall not be used as interior finish except as provided in Section 1712. When walls and ceiling are required to be fire- resistive or noncombustible, the finish material shall be applied directly against such fire-resistive or noncombustible construction or to furring strips not exceeding 1-3/4 inches. nie furred space shall be filled with inorganic or Class I material or fire stopped not to exceed 8 feet in any direction. Section 4203, l. When finish materials are set out or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to noncombustible backing or furring strips. Section 4203, 2. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire- retardant treated wood may be used. Section 4203, 2. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a noncombustible backing unless it is in accordance with an approved tested assembly. Section 4203, 4. 7/29 87 J. ~ /4. ;>'· I· Provide a note on the plans or on the finish schedule, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 42-B.11 A ____ -hour occupancy separation is required between ____ occupancy and the ..,...,. _____ occupancy. Table 5-B, Section 503 (d), Tables 43-A, B, C and Chapter 43. (See exceptions in Section 503) Administrative and clerical offices and similar rooms need not be separated from other occupancies provided they are less than 750 sq. ft., less than 25 percent of the floor area of the major use and not related to an H- 1 or H-2 occupancy. Section 503 (a). Provide -...,...-.·hour fire-resistive door assemblies in the ___ -hour occupancy separation. Section 503 (c). A B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be classed as a separate building. nie building above may also be considered a separate and distinct building for the purpose of area limitation, limitation of number of stories and type of construction ONLY if the conditions of Section 702 are met: a. B-1 is Type I construction. b. B-l/B-2 is separated by a three-hour occupancy separation. c. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (no storage, recreation room, etc.). d. nie maximum building height does not exceed the limits in Table 5-D for the least type of construction. nie Type I construction is required to have protected openings when located within 20 feet from a property line or centerline of a public way. Section 1803 (b). In Type I construction, no openings are permitted in exterior walls less than S feet from a property line. Section 1803 (b). All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one-half-hour assembly. Section 503 (c) 2. Tables 43-A, B, C and Chapter 43. 6 Doors other than the hoistway door and the elevator car door are prohibited at the point of access to elevator car. Section 5106. Revise the number of elevator cars per hoistway enclosure to comply with Section 5103(a). Provide notes, details or specifications to show the elevator will comply with UBC Sections 5102-5106 and Title 24 Section 2-5102 through 2-5105. 17Y. Provide clear inside elevator car dimensions as / required by U.B.C. Section 5103(d) 6 and Title 24 2-5103(m). P. ~- Y6· ¥1· a. One elevator in buildings more than three stories or buildings where disabled access is required to upper level(s): 61 -811 by 4'-311 with a minimum clear opening width of 42". b. Elevators other than in (a) above serving an occupant load over 50 shall have a minimum inside platform of 5 feet 8 inches wide by 4 feet 6 inches deep. The minimum clear door width shall be 36 inches. c. Elevators other than in (a) above serving less than 50 occupants shall have a minimum inside platform of 4 feet 6 inches by 4 feet 6 inches and a minimum clear door width of 2 feet 8 inches. Specify on the window schedule the glass type and thickness to show compliance with Table 54- A and B. Glazing., in the same wall plane as a door., must be safety glazing if within 1211 of the door and less than 6011 above the walking surface, unless the glazing is leaded or faceted glass. Section 5406 (d) 6, Glass in excess of 9 sq. ft. with the lowest edge less the 18 inches above a walking surface shall be safety glazing or shall have a horizontal number not less than 1-1/2 inches in width and located between 24 and 36 inches above the walking surface. Section 5406 (d) 7. Q. ROOF ,,:;;;,.. A fire-retardant roof covering is required. V See exceptions under Section 3202 (b). 'JJ<. Specify roof pitch. ljl,(J. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ____ _ 7/29/87 ~ Specify roof t:lllterial and application. Q Specify !CBO, UL or other recognized listing V approval number for roof materials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207 (a). Show roof drains and overflows. Size drains per Appendix D of UPC. Section 3207 (a). Show the legal basis to allow roof drainage to flow onto the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq. ft and 100 LF, if sprinklered), Section 2516 (f). ;s{. B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq. ft. of single floor area shall have smoke and heat vents per Section 3206. q Provide skylight details to show compliance V with Chapter 34 and Section 5207 or provide ~r other recognized approval listing. ~ }96. ,w(. R. ,.1. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if at least 50 percent of the required vent is at lea.st 3 feet above eave or cornice vents. Section 3205 (c). Provide a minimum 2211 x 3011 attic access opening (or 3011 x 3011 if equipment is in attic). Section 3205 {c). Fire sprinklers are required for any story or basement when the floor area exceeds 1,500 sq. ft. and there is not provided at lea.st 20 sq. ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side., or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802 (b). Fire sprinklers are required in a basement if any portion of a basement is more than 75 feet from openings in an exterior wall. Section 3802 (b}. Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or more floor shall have additional sprinkler heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802 (b). fl.JD, 11 Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq. ft. on any floor or 24,000 sq. ft. on all floors or in B-2 retail sales occupancies more than three stories in height. Section 3802. ~-Fire sprinklers are required in H occupancies when exceeding the areas in Section 3802 (f). ,r,. Provide fire sprinklers in establishments when the unseparated rooms exceeds Section 3802 (c). drinking and dining total area of 5000 square feet. 1J"-Provide fire sprinklers __________ _ Section 506, 507, 508 or 3802. See also jurisdiction ordinance. ~ When serving more than 100 sprinkler heads, \::.:J automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. Section 3803. 2~ Provide class_ standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806. S. 10DIIDAtIOB ¥-Provide a copy of the project soil report prepared by a C&lifomia licensed architect or civil engineer. The report shall include foundation design recOD1Dendations based on the engineer's findings and shall comply with UBC Section 2905. ¥-Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. ~ Provide a letter from the soils engineer ~ confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recolllll81ldations in the soil report are properly incorporated into the plans. (Whu11 :euqultud by ti,• ;i 1 J Wf UtL) 5 ~ The foundation plan does not comply with the following soil report reco111Dendation(s) for this project _______________ _ C\ Provide notes on the foundation plan listing V the soils report recolllll8ndations for foundation slab and building pad preparation. 7 29 87 B Note on the foundation plan that: "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: a. the building pad \las prepared in accordance with the soils report; b. the utility trenches have been properly backfilled and compacted, and; c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan". Provide spread footings for concentrated loads designed for 1,000 psf soil bearing or per bearing value as determined by an engineer or architect. Chapter 29. Show height of all foundation walls. 23. Chapter ~-Show height of retained earth on all foundation walls. Chapter 23. :P6· Show distance from foundation to edge of cut or fill slopes and show slope and heights of cuts and fills. Chapter 29. Note on the plans that wood shall be 6 inches above finish grade. Section 2516 (c) 7. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f). Dimension foundations per Table 29-A. 'IUL.£ NO. 21-A-FOUNOATIONS FOR STUO BEARING WALLS-111N111U1 REQUIREUEHTI' a -0, -0, ----WAL&. WDIIIOI _ .. ---f.11 --OIPOOIIIO -ITlltf UNIT (lncl,MI ....... -------I 6 6 11 6 11 2 I I IS 1 II l 10 10 II I 24 2;,<-Note on the plans: "On graded sites, the top of any exterior foundation shall extend above the elevations of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus 2 percent." Provide elevations on the site plan to show compliance. Section 2907 (d) 5. ;d, Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3. 12 2,(. Show foundation bolt size and spacing. 'I""' Foundation bolt size and spacing for shear walls must be clearly shown on the foundation plan. Section 2907 (e). z/, Specify size, lCBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Section 306 (f). p£. Show size, embedment and location of hold down anchors on foundation plan. Section 2303 (b) 4. ~-Note on the plans that hold down anchors must be tied in place prior to foundation inspection. 2?~ Show adequate footings under all bearing walls ,· and shear walls. Section 2907 (d). 27'. r. Show stepped footings for slopes steeper than 1:10. Section 2907 (c). Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516 (c) 2. Show pier size, spacing and depth into undisturbed soil. Table 29-A. Show minimum under floor access of 18 inches by 24 inches. Section 2516 (c) 2. Show minimum under floor ventilation equal to a 1 sq. ft. for each 150 sq. ft. of under floor area. Openings shall be as close to comers as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. Specify that posts embedded in concrete shall be pressure treated per UBC Standard NO. 25- 12. Section 2516 (c) 1. MASOIIRY 2p. Show veneer support and connections in Seismic Zones 3 and 4, comply with Section 3002, 4, 5, 6 and Section 2515 (a) regarding ties and #9 wire in horizontal joints. ?/a. Show height and construction details of all masonry walls. Chapter 24. Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not permitted. Section 2312 (j) 3. A. 7 29 87 ~ Provide details for damp proofing the foundation walls, below finish grade, where usable space exists on the interior side of the walls. Section 1707 (d). Vi· u. ~- Show a minimum 211 air space and flashing between planter and building walls. Section 2516 (c) 7. FRAMING Provide complete structural details on the plans with cross referencing as needed to show the structural framing will comply with the design calculations and building code requirements. 2~ Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. (:'::\ Provide a special inspection section on the 'J plans listing all structural elements requiring special inspection by U.B.C. Section 306. ;,(.' Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3. ¥-Note cross bridging or blocking. Floor joists and rafters 1211 or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held in line. Section 2506 (h). 2y. Show blocking at end and at supports of floor joists, and for rafters at exterior walls. Section 2517 {d) 3. ~-Show solid blocking at ridge line and at exterior walls on trussed roofs. Section 2506 (h), Section 2517 (h). 9'• Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5. 'J"b-Bearing partitions, perpendicular to joists, shall not be offset from supporting girders, beams, walls or partitions, more than the depth of the joists. Section 2517 (d) 5. ~ Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2517 (h) 4. PlriAJ Coe-t:::.~T1otJ 13 -;/!.··Show rafter purlin braces to be not less than 45 degrees to the horizontal. Section 2517 (h) 5. t:::\ Show 1/2" minimum clearance between top plate ~ of interior partitions and bottom chord of trusses. (To ensure loading will be as designed). ?iL Show double top plate with minimum l.811 lap T" splice. Section 2517 (g) 2. ~-Show nailing will be in compliance with Table 25-Q. 2JJt. Show or note fire stops at the following T' locations per Section 2516 (f): ~- 2l6· 2;t. '-J'· a. b. in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall. at all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c. in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under the stairs are unfinished; and d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. Show stud size and spacing. Maximum allowable stud heights; bearing wall: 2 x 4 and 2 x 6 max. 10'; non-bearing: 2 x 4 max. 141, 2 x 6 max. 20 1 • Table 25-R-3. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 1611 o.c. Table 25-R- 3. Note an A.I.T,C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f). Detail all post to beam and post to footing connections and reference the detail to the plan. Section 2516 (m). Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. (Tables 25 I, J, K) and Section 4713 (d). 7/29/87 Show 3" x 4" or 2" x 611 studs in first story of three story building. Table 25-R-3. ~ Provide truss details and truss calculations CJ for this project. Specify on the plans the truss identification numbers. 2}8'. Provide roof framing plan and floor framing plan. Section 302 (a) 7. ~ Provide framing sections through Section 302 (a) 7. Specify all header sizes for opening over 41 wide. Section 2517 (g) 5. Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (a) 7, Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (a) 7. -µs{. Show on the plans all structural requirements developed in the structural calculations. ;?· 2Y· Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treat wood is used. Section 2516 (c) 4. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4. Specify plywood grade and panel identification index. Table 25-N. When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h). ~-If foundation cripple wall studs are less than 14" framing shall be solid blocking. Section 2517 (g) 4. 14 ,d. ·cripple wall studs exceeding 4 feet in height 7-· shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517 (g) 4. y,. -r· 3)0· v. Show plywood sheathing over exposed eaves, or other weather ex1>osed areas, is exterior grade. Section 2516 (g) 3. Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e). Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b). MISCELLAK!WS 2U.. Parking garages shall have an unobstructed / headroom clearance of not less than 7'-0" above the finish floor to any ceiling, beam, pipe or similar construction. Section 702 (b). 2)11'. Show light and ventilation, for areas customarily used by people, will comply with Section 605. t::::\ Provide details of restrooms to show compliance ~ with Section 510 (b), regarding floors, walls and showers. 2-..( Provide restrooms for each sex if the number of r· employees exceeds ,. and both sexes are employed. Section 705 (B occupancy). Show unenclosed floor and roof openings, open and glazed sides of landings and ramps, balconies or porches more than 3011 above grade or floor, and roofs used for other than service to the building have 4211 minimum height guardrail, through which a 611 sphere cannot pass, and designed for 20 lbs. per lin. ft. applied horizontally at top rail (50 lbs. for exit facilities serving more than 50). Section 1711. Table 23-B. /4. Provide platform and stage construction, including occupancy separations and roof vents, as per Chapter 39. Pedestrian walkway shall comply with Section 509. 'Jlfs. Provide at least one drinking fountain for each / floor level in Group A occupancies. Section 605. f· Show that aisles and seats comply with Sections 3315 and 3316. 07/29/87 2y.Buildings housing Group A Occupancies shall front directly upon or have access to a public street not less than 20 feet in width. The access to the public street shall be a minimum 20-foot-wide right-of-way, unobstructed and maintained only as access to the public street. The main entrance to the building shall be located on a public street or on the access way. Section 603. W. 'II'lLE 24 BARDICAPPm ACX2SS C\ Provide note and details on the plans to show C' compliance with the enclosed Handicapped Access Check List. Handicapped access requirements may be more restrictive than the UBC. X. ENERGY CORSERVArIOB 282. Provide mechanical plans, plan details, calculations and completed forms to show compliance with state regulations for energy conservation. 283. Provide electrical plans, plan details, calculations and the completed Form 5 or CF·S to show compliance with state regulations for energy conservation. · ;s(': Pedestrian walkways shall comply with Section 509. 285. Incorporate in the plans or specifications the attached "Title 2i. Mandatory Requirements" and the "Title 2i. Construction Compliance Statement Requirements". fu<l Please see additional corrections, or remarks, 'Jon the following page. The jurisdiction has contracted with Esgil Corporation located at 9320 Olesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact _____________ _ at Esgil Corporation. 'Jhank you. Enclosures: 1. 2. 3. 15 CITY OF CARLSBAD PLAN CHECK NO. 88-0339 APRIL 8, 1988 ADDITIONAL CORRECTIONS 287. Use 125 psf live load for design of storage. Recheck the floor framing system and the foundation for the 2 story portion. 288. Provide cross reference for the pre-cast panel designation on the calc's and plans. 289. Be consistent with the callouts of the roof diaphragm nailing. See Sheet 12 of the plans. 290. Where is Detail 24 on Sheet 21 as called out on Sheet 12 of the plans? PLUMBING 291. Detail how floor drains trap seals are to be maintained per Section 707. 292. Clearly show size of drain pipe@ lower level rest- room ( 3"?). ENERGY 293. Plans show office space@ 1st story (not retail). Budget should be based on Table 2-53R for low-rise offices which for zone 7 is 136 K BTU for 3751-5000 square feet. Revise calculations. Use fixed data required for offices. 294. Show R-19 value@ insulation at floor between 1st and 2nd story and@ 2nd story office roof per energy calcs. 295. Provide manufacturers spec sheet to substantiate s.c.=.69 for glazing. City of Carlsbad Plan Check No. 88-0339 April 8, 1988 296. Provide calculations to verify weighted average R-values for first floor west and east input (10.55 and 10.44 respectively). 297. Substantiate .81 framing factor@ glass to reduce SC to .56. 298. Revise lighting plan as necessary to meet correct budget. 299. Provide Form CF-4 for each zone and CF-5 for each zone (If allowable wattage LPD cannot be met without controls or adjustment). If you have any questions, please contact Abe Doliente of Esgil Corporation at (619)5~0-1468. Thank you. JDRISDIC'IIO!f: CI/RL $73 ,q-v PI.All cmxx NtMBDt: R>< -(] s-'3~ ~- f ,. f- /· I· 1· I· Submit complete specifications. electrical plans and Submit plan showing location of all services. Submit complete one-line diagram of service and feeders. Indicate the grounding system to be installed for building service. Indicate ampere interrupting capacities (AIC) of service and subservice equipment. NEC 230-65/110-9. Indicate sizes of fuses and/or circuit breakers. Indicate fuse symbols to show fault currents are limited to 10.,000 amps on branch circuits. If fuses are not used to limit fault currents on branch circuits to 10.,000 amps., specify method to be used. Submit plan showing location of all switchboards. Indicate dimension of switchboards and control panels rated 1200 amperes or more. NEC 110-16(c). Submit plan transformers. showing location of all '1-· Indicate the grounding system to be installed for transformers. NEC 250- 26(c). DA'l:E: 3 -~ -3-~ ~VOLLIE~ PU.a cmawt.: 0 OilD Dll..LOR Provide overcurrent protection on the secondary side of transformers. NEC 240- 21/384-l6(d). ~~ Submit plan showing location of all panels. 31. >'· ;. ;4. Submit panel schedules. Specify conduit and wire sizes. Specify aluminum or copper conductors and type of insulation. Show approximate length of feeders. J'· Specify electrode conductor size and type wire. (aluminum or copper) Submit electrical load calculations. Indicate existing service size. Indicate existing building load. Indicate new additional loads. Indicate wiring method. Show exit signs on the electrical lighting plan. Note: Power for exit lights and emergency lighting must conform to the 1985 UBC Sections 3313 and 3314. @Provide r~eptacle(s) within 25' of the roof mounted A/C units. UMC Section 509. ,,;{-Provide multiple switch lighting controls per CAC., title 24., 2-5319. Any questions on electrical please contact the plan checker shown above., at Esgil Corporation at (619) 560-1468. 'lbank you. 08/31/87 SECONw GEKE?.AT!ON NON-RESIDENTIAL STANDARDS (AP?L!C~.BLE TO PERMIT A??LIChTIONS SUBMITTED AFTER JANUARY 1, 1987 FOR OCCU?ANCIES A, B, LUDING "SH-LT ~~.-~ "S?~1..-11LAT!VE" E, OR~ FOR KEW B~ILDINGS, INC ~ ~ h"~ --- BUILDINGS, A~:) TENANT IMPROVEMENTS AND OTHER ALTERATIONS AND ADDITIONS). APPLICATION OF THE STANDAR~S f. A Certi!!eate of Com?l!anee (Form CF-ll 1 ~ust be !neluded v!th ell building 0e:,r.!t a0ol!cat1or.s subm!tted after Januarv l, 1987, subject to energy conservation Le., second generation non-res!der.t!al standards, first generat!on non-residential standards ado?ted 1n 1922, single !am!!y homes and apar~~ent buildings and other lo~-rise residential buildings of three steries or less and first generation residential standards for ~otels and motels and h!gh-r!se residential buildings of !ou: stories er fflore. 0 The Certificate of Compliance must·be signed by the professional (er professionals) respo~sible for design and the owner. These signatures 0 /· represent a comm!t:ter.t to make future building improvements or ~odi!ications according to the standards indicated on the Certificate of Compliance. Section l4OJ(a)l of the standards requires that the energy calculations be signed by a person eligible to sign the plans under the Business and Professions Code. Under the terms and restrictions of some licenses, , for example, an electrical engineer may be able to sign some do=ents and specifications such as electrical plans and lighting energy doc:umentation, but no HVAC plans and documenta- tion. The section does not require that the documen- tation be prepared by a licensed person, only that the doew:entation be Siifled by an authorized person who will take responsibi- lity for their correctness in showing compliance wit.~ the building energy efficiency standards. For example, computer runs and calculations that are prepared by an unlicensed energy consultant must be signed by the responsible person, such as a registered architect or civil engineer. A copy of Fo1:111 CF-1, c0111plete and signed, must be permanently printed on the plans. This enables the code enforcement official to verify that the copies of fom CF-1 submitted with future permit applications (for modifications to the building) are consistent with the original Fot"lll cr-1. 0 Note on the plans that a separate copy of For:a CF-1 was retained by the building owner to be passed on to future owners or tenants of the building so that they will have a record of the energy efficiency standards that will apply to future modifi- cations. It is the responsibility of futute building permit applicants to resubmit the previously approved Fom CF-1 with subsequent permit applications. 6. If the building applicant does not have a copy of the energy standards compliance forms originally approved, the applicant must comply with the standards presently in effect. /-Construction that does not ine~ease condi- tioned S?aee in an existing building, where applications for the existing building permit was before January l, 1,s,, cannot increase the overall V-value or overall thernial transfer value, new HVAC systems or equipment must comply with the prescripture requirements of the second generation non-residential standards including the HVAC power indices that may apply and when improvements er modifications to the lighting system increase the connected load, then the proposed improvements must eomply with the set of standards that are in effect for the occupancy type at the time the permit application for the lighting improvements are proposed. This has special significance for speculative buildings that are originally permitted under the first generation standards, but · for which tenant improvements are made ;· 0 after the second generation energy standards have become mandatory. (See attached exa.m~les l-l and l-2) For construction in an existing building, that increases the conditioned floor area, the set of standards that are in effect at the time of the permit application apply to the increased conditioned floor area as though it were a separate ne.., ) building. The conditioned floor area of a building is usually increased ~n one of two ways: Space is added to the building, such as additional floors or a new wing. Heating and/or cooling systems are extended to spaces that were previously unconditioned. When either of these two events occur, the envelope and lighting requirements of the prescriptive standard apply to the increased conditioned space only. It is not necessary to uP9rade the envelope or lighting system of the existing building. (See attached exAlllple 1-1 and 1-2) The mandatory measures apply to all ne.., construction, regardless of the date of the original per111it or whether conditioned space is increased. The mandatory measures only apply to building components, systems or specific pieces of equipment that are part of the construction project. The mandatory switching requirements, for instance, would only apply if rec1r- cu1ting were proposed as part of the project. Cot11PLE'f€ Ft,;Rm ,,-n,: -1 The following must be identified on the plan title sheet or the structural specification sheet per UBC Sections 302, 305 (f), and 306 (a) through (f): ~ Note that continuous inspection shall be performed by qualified special inspectors retained by ~ owner and approved by the Building Official to act as a special inspector for the following types of construction: G B. © D. E. F. G. H. CONCRETE._~e~c='-<'--s~-r~e...~u=.C,......._1~V.~,R--A ___ L.-__ eo _____ ~_)_C_fZ.-=t;;_1_t?" ______ _ REINFORCING STEEL AND PRESTRESSED STEEL FOR PRESTRESSED CONCRETE WELDING ft:LL '$t1Z.IA Cft/4/u4L Fl /Zl,D l!J($L. o·-,-IJ.,..~~.----- HIGH-STRENG'IH BOLTING _________________________ _ STRUCTURAL MASONRY __________________________ _ PILING, DRILLED PIERS, AND CAISSONS _____________________ _ SPRAYED-ON FIREPROOFING ________________________ _ OTHER SPECIAL CASES: 1. FIELD FABRICATED TRUSSES 2. _____________________________________ _ 3. _____________________________________ _ 0 Provide the following statements on the plans: © The permit applicant shall retain the design engineer or architect of record or other responsible engineer approved by the Building Official to ensure that: 1. all elements of construction which require special inspection are inspected by qualified deputy inspectors approved by the Building Official; and 2. all code deficiencies detected and deviations from the approved plans are brought to the attention of the contractor for correction, and if not corrected, revised designs to overcome the deficiency shall be prepared by the design engineer or architect of record for approval by the Building Official; and 3. all corrective work required is completed in accordance with the approved plans, specifications, and City adopted codes. @ A final inspection report, signed by the special inspector !!!9_ the responsible engineer, is submitted to the Building Official upon the completion of each element requiring special inspection. The report must certify that the work was in compliance with the approved plans, specifications and applicable City codes including any authorized changes to the plans. (5} Note that evidence will be provided to the Building Official that the following items were fabricated in an approved manner {Certificate of Compliance, approved fabricator certification, mill reports, etc.): AB· GLlI-LAM BEAMS ~ PRECASI CONCRETE. __________________________ _ C. REINFORCING STEEL. __________________________ _ D. STRUCTURAL STEEL. __________________________ _ E. TRUSSES ______________________________ _ F. INSULATION _____________________________ _ G. OniER'------------------------------------4. Note on the plan that it is the responsibility of the design engineer to review and approve structural shop drawings, truss details and specifications and provide documented approval for same to the Building Official for his approval. 5. Note on the plans that the owner shall arrange for performance tests to be conducted to the satisfaction of the Building Official of the following: A. D. FIRE EXTINGUISHING SYSTEMS EMERGENCY POWER SUPPLY B. SMOKE CONTROL ASSEMBLIES C. EMERGENCY EXIT LIGHIING E. AUTOMATIC CLOSERS F. OTHER'-------- Sll2308S 12/30/85 1···- TITLE 24 HANDICAPPED ACCESS CORRECTION LIST Add,.. .2 7 g 5 Lof::.£ fC /1-'.J E W ~ S,T r; •• cu:o. gt -(J !> 3 } Item numbers drc:-Jt.d below art rcquirc:-d for this projr:cl. See Title£./ £.J JOb-1 I. Circlc:-d ii ems do not apply to floors which 11rc nor rcquirc:-d to br han- di~ppcd ac:ct:SSible. References ID sr:ction numbers n-ith prcli.t .. £ .. are lo Title 2./, Part£ (St;.,/r Building Codr), J9SS Edition. Prc!i.t ··r is for Part 3 (St,>t,: E:lectric:-11/ Code). Prefix -s·· is for P:ut S (State Plumbing Code) • .-,· I · .J r ~m· ite·n sh;i/1 be rcq11cstoo in writing and shall includr ;ii/ d:it.i nC't"dcd to determine .. UflTl'ason:iblr hardship" as dNcribc:-d in ,.n•mp ions r: ;iun..., ,or ~ • , . s~-ction f-./!!2. SITE DEVELOPMENT 0 HANDICAPPED PARKING SPACES y. See Approved Parking Plan £or layout. (Fig. 2-71-1) ,.(. Provide _____ handicapped spaces. (2-710:?a) ,: Space shall be so located that handicapped persons are not com• pelled to wheel or walk behind p·arlccd cars other than their own. (2-7102c} r.i'\ Parking space shall be a minimum oC 9 ft. x 18 ft. with adjacent 0 S rt. loading zone. Double space shall be 23 ft. wide. (2-il02b, Fig. 2-71-1) 0 Maximum slope of parking surface in any direction shall not ex- i.::_;) ceed ¼" per foot. (2-i102d) . • Parking space(s) shall be identified with the International Sym- bol of Accessibility on reflectorized sign affixed to post or wall, and also duplicated on parking surface (symbol to be 35-x 36"). (2-7102e}. · · Entrance to parking facility or structure shall also have durable metal sign stating that unauthorized vehide(s} parking in han- dicapped space(s) may be subject to tow-away. (2-7102e) Entrance to and vertic:il clearance within accesn'ble !eve! of park- ing structure shall be 8 ft. 2_ in. to any structural member, duct or pipe. (2-i102f) 0 CURBRAMPS ~ Curb ramps shall be located wherever pedestrian path crosses \:..I curb. (2-i103a) Curb ramp shall be 45• min. width (2-il03b) with maximum slope of 1 in 12. (2-il03c) G) A level 48" min. depth landing is required at top of curb ramp over entire curb ramp width. (2· 7103d) 0 0 IE no landing is provided, the ·slope of Rared sides shall not ex• ceed 1 in 12. (2-i103d) Surface is to be slip resistant. (2-71031) , {!) Border markings shall be 12"wideof ¼"x ¼"~ves, ¼"apart, located at top and sides. (2-i103h) @ WALJCS Q Site development and grading shall be designed to pro,•ide ac- cess to primary entrances and access to normal paths of tra,·el and where necessary to provide access shall incorporate pedestrian ramps, curb ramps, etc. (2-710la) 0 Walks sloping greaterthan S'-(l in 20) must comply with ramp requirements of sect. 2-3307. (2-332S_c-~ 0 Walk width shall be 48" minimu·m. (2-3325a) @ The maximum cross slope shall not exceed ¼* per (2-3325a-3) Coot. 0 Cratings are not allowed whenever possible. (2-332Sb) @ G) At ench g:i le or door a 60" x 50~ level area is required when the g11te swings toward the walk. (2-3325«:)· ~ct/EC/=-CO/JC: . Si ooF-, ON TH-t?:-a;,e;s; {.,.u Al{_. A 24" clear space is required at strike side of gate or door. (2-332Se, Fig. 2-33-2) @ A 48 .. x 4-r d!:1!p level area is required when the gate swlnp away from the walk. (2-332Se) 0 PEDESTRIAN RAMPS (';':,.. A path of tra,•el with a slope greater than 1 in 20 shall be con-V sidered a ramp. (2-330ia) · @ The maximum slope shall be 1 in 12. (2-330ic) 0 The width shall be 48-minimum. (2-330ib-3) @ A 60-_intermediate landing is required at maximum ele,'atlon change of 30" and 72" landing at each change or direction (o,·er 3()0). (2-330id-l) 0 @ © Landings are required at top and bottom oC tamps. (2-230id-l) Bottom landing shall be minimum oE i2~ in the liircctlon or tra,·el. (Fig. 2-33-llA) Top landing shall be 60" x 60" minimum. (2-330id-!} When door swings onto top landing, m inmum depth of landing required is door width plus 42". (Fig. 2-33-llA) Top landing shall ha".e 60" min. width when door swings onto the landing, with 24" on strike side of door at uterior ramp, or 18" at interior ramp. (2-330id-4) Ramp handrat!s are required on each side of ramp, when slope exceeds 1 in lS. (2-330ie) Ramp handrails shall be continuous, l~catecl 30" -34" in height above ramp surface, with 12" extensions beyond top and bot- tom, and the !=nds returned. (2-330ie) Handrails shall be 1-¼" to 2" cross section, spaced min. of 1-½" from wall. (2-330ie) 0 A r high curb or wheel guide rail centered 3" plus/minus i- above ramp surface is required on both sides where not other- wise bounded by walls when the ramp exceeds 10 feet In length. (2-330ih) / SPECIAL ACCESS LIFTS /. Lifts ma)· be provided between levels, in lieu of elevator, when the vertical distance between landings, structural elevator, struc- tural design and sa(eguards are as allowed by the State of Califor- nia. Dept. of Industrial Relations, Div. of Occupational Safety and Health. (2-S106a) DA 2/4/88 ·~ HAZARDS ~ Provide 80" headroom from walkway surface to any overhang- Ing obstru~tion. (2-~26b) Y. He:adroom of so·· minimum shall be maintained for walks, cor- ridors, aisles, etc. {2-S:!21,2) /. Protruding objects with leading edges between 2i" :ind so·· above finished floor shall not protrude more than 4" into walks, cor- ridors, etc. (2-52!?f-l, Fig. 2-5-i) Objects with protruding edges below 2i" above finished Ooor may protrude any amount. (2-S2!?f-l) ,r-Free standing objects mounted on posts between 27"' and so·· above the floor may project a maximum o( 12··. (2-522£-1) /. Abrupt changes in level e.,ceeding 4 .. adjacent to walks. except between walks and adjacent streets or drives. shall be identifk-d by o' high warning curbs abo,·e w:alk surface. (2,3326a) ENTRANCES AND ClRCULATlON ;£. ENTRANCES, DOORS, VESTIBULES AND CORRIDORS _,a< All primary entrances lo buildings shall be accesslble lo the h:an• dicapped. (2-3301!) Y. All ;equired exit doors shall have 32· clear opening a~ 908 (36- door). (2-3304e-l} /. At least one or a pair of doors shall meet the min. 32" clear en- trance width requirement. (2-3304e-3} /. y. Threshold shall be no higher than Ys" above the floor. Edge to be beveled with a slope no greater than l In 2, if more than Ye·. (!-3304h-l, Fig. !-33-5} Exterior le,•el landing may slope up to ¼ • per foot in any direc- tion for surface drainage. (2-413) Door hardware shall be of the lever or push type, mounted 30" lo 44" above the floor and be operable with a max. effort of S.S lbs. for exterior doors and 5 lbs. for interior doors. (2-3304c-3, 2-3304\-2) The lower 10" of the door shall be of smooth, plane surface (no recess or trap) except at automatic and sliding doors. (2-3304m) Building entrance(s) shall be identified by sign with the Inter- national Symbol of Accessibilitr. Show location on the plan. (2-S22b-7) The symbol shall be a white figure on blue background. (2-522b•!?) At turnstile, provide an access gate, 32" clear width opening, . within 30 feet or turnstile. (2-330-ln) There shall be a dear area on each side of door, 60" deep in direc- tion of door swing and 44" deep In opposite direction of door swing. (2-3304h-2) · Width or clear area on the swing side or the door shall e.,tend 24" past strike jamb for exterior doors and 18" past strike jamb for interior doors. (2-330-lh-2) The space between two consecutive doors (vestibule) shall pro, vide a min. or 48" dear depth between the open door and a se- cond closed door. (2·3304h-2D, Fig. 2-33-SA) Doors In a series at a vestibule shall swing in the same direction, or away from the space between them. (2-3304h-2O) Corridors shall be 44" minimum in width or as required br OC• cupant load. (2-330Sb-l) For corridors over 200 feet long, see special requirements of Sec. 2-3305b-2. (Fig. 2-33-6) T-FLOORS /. F1oors or a given story shall ~e a common level throughout or shall be connected by pedestrian ramps. passena:er ele,·ators or special access lifts. (2,S2!?e) ' ~ SJ' AIRWAYS /£. Truell shall have smooth, rounded exposed edges and be slip resis. tant. (2,3306s-l) .-If. Nosing shall not project more than l 1/1 .. past face or the riser below. (2,3306s-!?) Risers shall be sumciently solid. (2-3306s-3) The upper a~proach and l~wer tread or each flight of stairs shall be marked with a contr:isling colored strip 2-in width. (2.3J06r} On exterior stairs, each tread shall be marked as noted above (2-3306r) . • Handrails are required on each side of stairway. (2·3306j-2) Handrails.i:~il be locat~d 30" to ~4" above nosing, utend 12" ~rond top riser and 12 plus tread width beyond bottom nos- ing and returned to wall/newel post. (2-3306j-2) Handrails shall be 1 ¼" to 2" in gripping cross section and 1 Ya· clear of wall. (2-3306j-2) .J,.r.' ELEVATORS· See Chapter 51 or UBC for car size. Passenger elevators in buildings other than those listed in Chapter Sl of UBC servin14-";ln occupant load or more th:an SO shaH have a car !}ze 68" wide by51" deep with a min. clear opening width of 36 • (2-5103m-2B1) PIISSCnger elevators in buildings other than those listed in Chapter 51 of UBC servinl? an occupant load of 50 or less shall have a car size of 54": wide by 54" deep with a minimum clear opening width ur 32". (2-5103m-2132, 3) . Raised Braille marlcings and Arabic numerals arc required on con- trol buttons and door jambs. (2-5103m) SANITARY FACILITIES ),<. TOILET FACILITIES ACCESS /. When located on accessible floors, sarulary f:ici1ities shall be made accessible to physically handicapped. (2-51 la-3) Jf. Doorwa)'S shall h:ave 32" minimum clear width. (2-Slb-SA) /. There shall be a level area with so· clear depth in the direction of the door swing, and a level area with 44" clear depth in op- posite direction or door swing. (2-Slla-SB} ~ MULTIPLE ACCOMODATION TOILET FACILITIES /. Pro,·ide clear area 60" diameter x 2i" high • or cle:ar space sr X 63"' X 27" high. (2-Slla-6A) ~ Doors (other than handic:ip compartment) are not to encroach more than 12" into abo,·e mentioned clear space. (2-Slla-6A) /. Pro\·ide 28" clnr space between water closet and rtxture or 32" clear space between water closet and wall. (2-Slla-6B) /. A 48'" long clear space is required in front of water closet. A 60 .. dear space is required when the toilet compartment has a side door. (2-Slla-68) /. Water closet compartment door to provide 32" clear width for end entry and 3-r clear width tor side ent~. Door to be self. dosing and swing out. (2-51 la-6C) DA 2/4/88 j,I. SI~CLE ACCOMOOATION TOILET FACILITIES / Water closet shall be located 28" from a fixture or 32 .. Crom a wall. (2-5 J la· 7, Fig. 2-5-IA) Minimum clear space in front of water closet shall be 48"', (2-51 la-7, Fig. 2-5-lA) / In an existing building. a single aeeommodation toilet facility may have a space 35·· wide x 48" long in front of water closet. (2-Slla-i, Fig. 2-5-lC) V CRAB BARS AT WATER CLOSET ~-One at side 42" long extending 24 •• in Cront of water closet: one at rear 36" long centered on waler closet: both mounted 33" abo,·e floor. (2-Sl la-SA) )(. Bars shall be H'c" to l !/1-in diameter with 1 !/1" c:learance to wall. (2-51 Ja-8B) /: Bar fasteners and mounting support shall be able to withstand 250 lbs.lft. in bending, shear and tension. (2-Slla-8q i;/. WATER CLOSET y, Height of water closet s:eat shall be 1 r lo 19" above floor. (5-1502) Y. . The force required to ac:th·ate the flush valve shall be 5 lbs. max- imum. (S-1502) ~ URINALS .,_ Where urinals are provided, the rim or at least one shall project , 14-from the wall and be located lT' maximum above floor. (S-1503a) ;,I. The force required to activate the flush valve shall be S lbs. max- imum and located 44-maximum above floor. (S-1S03b) ,I. Provide 30" x 48'" c:lear floor spaC!! for forward approach. (2-Sl lb-4) @LAVATORIES /. Provide 30" x 48" clear floor space for forward approach. Said clear floor space may include knee and toe space under lavatory described below. (2-Sllb-lA) JI.' Provide clear space beneath lavatories 29" high by :30" wide by 8" deep (knee space) and 9-high Crom the floor by :30" wide by Ii' deep from front or lavatory (toe space). (S-lS04a) Hot water and drain pipes under lavatories shall be insulated. (S-1S04b) Faucet controls and operating mechanism (operable with one hand) shall be or the type not requiring tight grasping. pinchin,t or twisting of the wrist 11nd :tn opcr:ating Com: not exceeding S lbs. (S-150-lc) @ Sdf-clnsing valves to n:m:iin opt.-n for :it least 10 sc.'conds. (S-150-lc:) ;.a(°TOlLET ROOM ACCESSORIES /. Mirror bottom edge shall be loe:atc:d -10-maximum abo,·e floor. (2-51 lb-1B) Y. Toilet tissue dispensers shall be mount1.-d within 12 .. from the front edge o£ toilet seat. (2-511 b-3, Fig. 2-S-IA) · / Operating parts or dispensing and disp<>.QI O.ttu:CS (towels, waste, coin slots, etc.) shall be within 40" or floor. (2-Sllb-2) @SANITARY FACILITIES IOENTlrlCATJON 0 On doorwa~-s lc:11ding to sanitary facilities the symbols to be pro. · vided are I:?"" Equil:iteral Triangle: for men, 12·· Oi:imc:ter Cir. clc for womc:n, and 1'4 •• thic:k, ccn tcred on door. 60" high con- trasting c:olor. (:?-51111,SC) ~BATHING FACILITIES /. One such f:icilil~· shall complr when pro,·ided for the public, clients or employees. (:?-SI la-9) £. Shower c:ompartmcnt shall be 42" wide, 48" deep. with a 36- wide entrance. (2-S 11 a-9Al) y Note on the: plans that the handieappped bathing facilities shall conform to requirements of Sect. 2-51 la-9, 5-1505-B and 5-1506. CENERAL REQUIREMENTS µ. DRINKlNC FOUNTAIN ~ The aleo"e in which the water fountain is located shall be not less than 32-wide by 18" deep. (2;Sllc, Fig. 2-S-3) Y, Note on the plans that drinking fountain shall conform lo re- quirements or See. 2-Sllc and S-1S07. )K, PUBLIC TELEPHONE /. Provide space 30" x 48" for forward or ~arallel approach to telephone. (2-Slld2) · • · -1(' Note on the plans that public telephones shall conform to re- quirements of See. 2-Slld. @ELECTRICAL REQUIREMEN:5 Q 1s. 20 and 30 amp. receptacle outlets shall be installed not less than 12" al?ove floor. (3-210-SOe) · Q Center of switch shall be ~t~ not less than 36• nor more than 48" above the floor. (3·380-Sc:) CROUP A OCCUPA.'iCY REQUIR.E.\iENTS .>(". AUDITORIUMS, ASSEMBLY HALLS, THEATERS, ETC. /. Seating and toilet facilities for the handicapped shall be aeeessi- ble from the main lobby or primary entrance. (2-6llb-l) Y. This structure requires ____ wheelchair seating spaces. (2-61 lb•lAl) Each wheelchair space shall be 60" x 30" and level. (2·611b-1A2f When the seating capacity exceeds 300, the wheelchair spaces shall be in more than one location. (2-6llb-1A2) r-This structure requires _____ seats !or semi-ambulant per• sons. Clear leg space shall be at least 24". (2-61 lb-18) /. St:tges, enclosed and unenclosed platforms, orchestra pits, ticket booths, and refreshment sales facilities shall be made accessible. (2-6llb-2, 3) DA 2/4/88 ,-S: STADIUMS. CRANDSTA:-.DS. BLEACHERS. PAVILIONS, ' CYMNASIU:..IS /. This facility re-quires _____ wheelchair seating sp11c-es. (2-61 le-I) \\'hc:n the seating e:ip:ieity exceeds 300. the: wheelchair spaces sh:111 be in more th:in ont: loc:ition. (2-6Ilb-1A2) Ticket booths must be ac:~"SSible from both sides. (2-61 lc-2) P:articipat ion are:u such as ball courts. exercise rooms, tracks and clubrooms must be accessible:. (2-61 lc-3.4) ,C Spectator :ind participant sanitary and locker foeiliti~ must con• form to the requirements of Cha11ter 2-5. (2-61 lc,S) ;r." DlNINC, BANQUET AND BAR FACILITIES Acce5S shall be pro\·ided at primary enlranct.-s. (2-611d-l) Wheelchair ace1:SS shall be provided to all areas where each type or functional activity occurs. (2-6lld-2) /. This facility requires _____ wheelchair seating spaces. (2-61 ld-3) The ratio oE removable seating arranged to permit use by wheelchair occupants is I per 20 and based upon the total number or seats provided. (2-61 Jd-3) At least one wht.-elchair seating space sh all be pro\ided for each dining. banquet and bar area. (2-61 ld-3) Access to wheelchair seating spaces shall be pro\·ided by 36" minimum clear width main aisles. (2-61Jd-3) !'· Cafeteria line aisles shall be a minimum of 36" clear width. (2-61ld-4) )<• Access to food preparation ar95 sh all comply with pro\·isions for entrance doors and doorways contained in Sect. 2-3304. (2-61 ld-6) ,1. Restrooms and power rooms shall conform lo the requirements In Sect. 2-511. (2-611 d-5) ,,r. RELICIOUS FACILITI~ ;(. Sanctuary areas shall be aec:essible. (2-61 le•l> K. Pro\ide _____ wheelchair sealing spaces in the sanctuary. \Tse Section 2-611b-1A. (2-61lb-1A) /. Provide wheelchair access to r~ised platforms, choir rooms, choir lofts, performing areas and other similar areas. (2-61 le-1B) ,-Assembly areas shall be made accessible. (2-611e-2) Y. Enclosed and unenclosed platforms and stages in assembly areas shall be made accessible. (2-611e,2) ,(. Classrooms and offices shall ha\·e entr)' doors that conform to Chapter 33. (2-6lle-3) /1' Sanitary facilities shall conform to the requirements of Chapter 2-5. (2-61 le-1) CROUP B OCCUPANCY R£QUIRE:.S£;',iTS Croup B occupancies used for a.s.sembly purposes but ha,·ing an occupant load of less than 50 shall conform to all the rr:quirements for Croup AOC• cupancies covered in Section 2-611. (2-il2d) ~ BUSINESS AND PROFESSIONAL OFFICES, PERSO~AL A:'110 PUBLIC SERVICE FACILITIES Client and ~ilor areas, offi~ areas and related toilet rooms shall be made accessible. (2-il2b-2A) )!'. Conference rooms, counseling rooms or cubicles and similar areas shall be made accessible. (2-il2b-2B) '9 Employee worlc areas shall ha\·e a 36" minimum clear access (2,il2b-2q • ,.-: SALES FACILITIES ,,,('. Ceneral sales, display and office are:u together with related toilet rooms must be accessible. (2-il2b-3A) Sales employee worlc stations shall be located on accessible levels. Employee work areu shall be accessible to emplO\·ees in wheelchairs, and the customer side of sales or checkout stations shall be accessible. (2,712b-3B) This facility requires _____ check stands accessible to the physically handicapped. based upon I for 8 chi:clcst:ands or less 2 for 9 or more. (!!-il2b-3q ' Where quick check stands are prO\·ided. at least one shall be ac-cessible. (2,712b,3C) y Check stands shall be made accessible b}' pro,iding a 36" aisle on the customer side of the stand. (2· i12b-3q Y Accessible check stands shall be id1mtlfied by the lnll'rnatiunal Symbol of Accessibility and shall state, "This chi:ck stand to be open at all times for disabk-d customers". (2-':'l:?b-3C) v." RETAIL CROCERY STORES (Requirements are stated in AB 179, effective July 1, 1984.) ,<. Toilet rooms must be provided for the public in stores contain- ing more than 20,000 sq. Et. of floor space. ,,t!. The toilet rooms Eor the public may be the same as those provid- ed for the employees. .JY. Separate facilities shall be provided for each sex, ,#': Hacdicapped requirements shall be satisfied·. r Doors shall be self closing. ,I": Hand washing facilities shall be provided in or adjacent to toilet rooms and shall be equipped with hot and cold water. ,,,;': Hand washing detergent and sanitary towels or hot-air blowers shall be provided in permanently installed dispensing devices, ~ SHOPPINC CART THEFT PREVENTION BARRIERS /'-' Public entrances and exits shall be accessible to and usable by the handicapped. (2·712b-3EI) ¥.. Barriers shall provide a 32" clear width opening for handicap- ped ingress and egree. (2-712b-3£2) /. Note on the plans that shopping cart the£t prevention barriers shall comply with the requirements ol Sect. 2-712b-3E. DA 2/4/88 .. 3'_ FIITINC OR DRESSINC ~OOMS / / ~'here fitting/dressing rooms are pro"ided for male or female customers, one for each type shall be usable by the physically handicapped. (2-7l!!b-3f) /. Minimum dimension of room shall be 60'' x 60". (2-712b-3F) ,r': Bottom of the mirror shall be located within 20" of the floor. (2-7 l 2b-3F) ~ Height oi clothing hooks shall not be greater than 48" from the floor. (2,il2b,JF) 3;-( POLICE DEPARTMENT, LAW ENFORCEMENT, FIRE DEPART- MENT l:ACILITIES AND COURTROOMS / Office areas, conference rooms, classrooms, dispatch rooms and similar areas and related sanitary lacilitics shall be accessible. (2-712b-6A) Detention area visitor rooms shall be made accessible. (2-712b-6B) At least one detention cell facility with supporting sanitary facilities shall be made accessible. (2-712b-6C) p. Courtroom areas including judges' chambers and bench, counsel tables, Jury box, witness stand and public seating areas shall be made accessible. (2· 712b-6D) • V FACTORIES f Major or principal floor areas shall ~ made acessible. (2-712c,2A) l'_· Office areas shall be made accessible. {2-712c-1B) £. Sanitary fac:i1ities serving the above shall be made accessible. (2-712c-1C) · ;t': WAREHOUSES ;<. Warehousing areas which are located on the floor nearest grade shall be made a~ible. (2-712c-2A) Warehousing areas on other Doors that are provided with accefS by level entry, ramp or elevator shall be made accessible. (2-712c-2A) Ofnce areas shall be ac:ccssible. (2-712c-2B) ~ Sanitary facilities serving the above be made accessible. (2-712c-2C) CIIOUP R-1 HOTEL, MOTEL AND DORMITORY occurANCY REQUIREMENTS ~ Applies lo privately and publicly fonded hotels, motels and dormitory buildings and complexes. (2-l213a) /. Provide _____ guest room(s) or dormitory room(s) together with their sanitarr facilit ics th:it are accessible to and usable by the physical!)· handicapped. (2-1!!13a-l) Ho.tel, ~o~el and dormitory bathroo~s beyond those required In item a above need not comply with the provisions of Sec:. 2-121~ provided all bathroom entranc-e doors have a clear open- ing width of 32 inches and are sliding or swing out from bathroom. (2,1213d Exception l) Every entry, opening or passage door opening lo any area must have a 32" min. clear opening. (2-1213a-2) Public and common use rooms shall be made accessible. (2-1213a-3) Recreational facilities including swimming pooh shall comply with Sections 2-6llc and 2-11071. (2-1213a--t) Bathroom entrance doorways shall have an 18" clear space to the side of the strike edge of the door on the swing side of the door. (2-1213d,l) ~ Wben accommodations are provided with kitchen units, at least one and no less than one £or every 25 of such accommodations provided, shall comply rdative to accessible lcitchen facilities with subsection 2-1213b-2,3,4. (2-1213a-5) ADDITIONS, ALTERATIONS AND REPAIRS TO EXISTlNC BUILDINCS. (2-ll0b-11!-i) ~ The area o( specific addition. alteration and/or repair shall comply with the provisions of this Code. • A'. The primary entrance to the building and path o( travel to the specific: area shall be accessible to the handicapped persons. ){': Restrooms, waler fountains, and public telephones which serve . said specific area shall be accessible to handicapped persons. /. Information regarding handicapped acc:essiblity shall be posted In lobby per Sec. 2-S22b-8 DA 2/4/88 DOCUMENTATION OF UNREASONABLE HARDSHIP Job Address Plan File No. ----------------------------0 w n er Date ---------------------------------- It is requested that the above named project be granted an exception from the requirements of the State of California Title 24 accessibility, as specifically noted beJow: I. EXCEPTIONS REQUESTED ESTIMATED COST OF ITEMS TO BE EXCEPTED 2. The cost of all construction without excepted items, is • ---------~-----3. The impact on financial feasibility of the project, if the requested exception is not approved . is_--,--------,.-----e--..,......,...,,--..-------:-------,,--------------· 4. The facility is used by the general public for the purpose of-,--. ----,,,-~-----,---,----· .5. The exceptions being requested will not penalize handicapped accessibility as equivalent facilities are available as follows: (Complete if over $62,000· value in No. 2 above) ___ _ -------------------------------------· 6. Exceptions requested, and data provided, by: __________________ _ NAME ADDRESS SIGNATURE TELEPHONE Department Use OnJy Findings and Decision of the Enforcing Off idal: Signature of Enforcing Off ic_ial Date HA-I 10238.5 .. TITLE 24 MANDATORY REQUIREMENTS (To be noted on plans or specifications) HVAC Controls Sec. 2-5315. (a) Each HVAC system shall: 1. Be equipped with at least one automatic device for reducing HVAC energy use during periods of nonuse or alternate uses of the building spaces or zones served by the system; 2. Be able to maintain space temperature set points from 55°F to 85°F. Two or more replaceable fixed set-point devices shall be permitted if installed so as to maintain space temperature set points in the zone that they control; 3. ae able to provide sequential temperature control of heating and cooling capacity in each zone, if both heating and cooling are provided; 4. Provide a range of temperatures up to 10°F in which no heating or cooling is provided to the space, if the HVAC system has both heating and cooling capability; 5. Be able to terminate all heating at 70°F or less; and 6. Be able to terminate all cooling. at 78°F or more. EXCEPTION: Multiple zone HVAC sytems requiring concurrent operation of independent heating and cooling systems need not comply with Section 2-5315(a} 4, 2-5315 (a}S, and 2-5315(a}6. (b) Zoning. Each zone shall be provided with at least one of the devices specified in subsection (a) to control the HVAC system which serves the zone. Each floor of a building with conditioned space shall contain at least one zone. · Ventilation Systems Sec. 2-5316. On mechanical ventilation supply and exhaust systems capable of moving more than 5,000 cfm of air, auto- matic dampers interlocked and closed on fan shut- down shall be provided. On gravity ventilating systems, either automatic or readily accessible manually operated dampers in all openings to the outside, other than combustion air openings, shall be provided. Doors and Windows Section 2-5317. (a} Doors and windows between conditioned and uncon- ditioned spaces, such as garages and closets for central forced air gas furnaces using outside air for combustion, shall be designed to limit air leakage into or from the building envelope. _, Control Devices for Indoor Lighting Sec. 2-5319. Controls for lighting loads within the building envelope shall meet each of the following re- quirements. (a) Each area enclosed by ceiling-height partitions shall have independent control of the lighting within that area. (b) Each area enclosed by ceiling-height partitions shall have at least one readily accessible manually operated switching device to control lighting within the area. For lighting controls, "readily accessible" means located so that a person using the device can see the controlled lights or the area being lit. Switching devices in addition to, but not instead of, the required readily accessible manually operated switching devices shall also be permitted. (c) The general lighting of any area 100 square feet or larger in which the connected lighting load equals or exceeds 1.0 watt per square foot throughout the entire area shall be controlled so that the load may be reduced by at least one-half while maintain- ing a reasonably uniform level of ill\.ltlination throughout the area. Readily accessible switches, that control each luminaire in a space with more than one luminaire, orthat control each lamo in a space independently meet the requirements~of this section. (d} In all areas where effective use may be made of natural light, lighting circuiting shall be arranged so that units, in all portions of the area where natural light is available at the same time, are switched independently of the remainder of the area. Occupant Operating and Maintenance Information to be Provided by Builder The builde_r shall provide the building owner, manager, and the original occupants a list of the heating, cooling, water heating, and lighting systems and features, materials, components, and mechanical devices conservation or solar devices installed in the building, and instructions on how to use them efficiently. The instructions shall be con- sistent with specifications set forth by the Executive Director. Water Heaters and Plumbing Fixtures Water heaters, showerheads; lavatory faucets and sink faucets must be certified by the California Energy Commission (Excluding: waterheaters of the non-storage electric type and lavatories in public facilities having devices that limit the flow of hot water or have self-closing faucets or having devices that limit the outlet temperature to a maximum of 110°F) Section 2-5314, Table 2-S3G. Dates 4_/t,/t [ Prepared by, ,R6f- Jurisdiction OA. P-LS 8 /9 D VALUAT!ON AND PLAN CHECK FEE o Bldg. Dept. tJ Esgil PLAN CHECK NO. BUILDING ADDRESS :Z725 Lo~ee APPLICANT/CONTACT /a.<..SSELL E-l.Yj BUILDING OCCUPANCY f3--<- TYPE OF CONSTRUCTION v'-rJ BUILDING PORTION BUILDING AREA l<Jf+~(i~€ I -l,0,c. JltG,E !LO. 7 t.J,.,":J OFFI C~ ~ I_J.., C/ 4--~ -a , /, /1,.4, , I I Air Conditionin~ Commercial . 4'77;, Residential Res. or Comm. Fire St>rinklers ~!5~R~ Total Value /+I//; {IJ~S. PHONE NO •-t-_...:....:; _ _;..;;:..........;...:..,; DESIGNER PHONE ------ CONTRACTOR PHONE ----- VALUATION VALUE MULTIPLIER I '-l,06 :3 9 [J,_ II 7 .. 4::;z, 00 ~ '2 , ~-., ' -, ~ 4-~ ~7 rl.-~ . @ Z.fo .. I,. CJ Z-U (a -· @ ,.~c, :3 t, s Z,Cj ~ • (;$3, ~?r/-- SHEET / OF / , 12/87 ., ./ -~ Cl) Cl) .... .... ('(J ('(J C C Ill Ill Ill ENGINEERING CHECKLIST 4,/2.z,/aa LEGEND Date: I tern Complete ~ Plan Check No. 8B0339 @ -Project Address: 1.785"" 41¢2 /Jvi Item Incomplete Needs Your Action Project Name: J;,,;1~ f.21.MtJJ~ QJPAY Ci, ~. Field Check Date: 1,2,3 Number in circle indicates plancheck By: number that deficiency was identified LEGAL REQUIREMENTS Site Plan 1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks. 2. Show on Site Plan: Finish floor elevations, elevations of finish grade adjacent to building, existing topographical lines, existing and proposed slopes, driveway and percent (%) grade and drainage patterns. 3. Provide legal description of property. 4. Provide assessor's parcel number. PERMITS REQUIRED Grading s. Grading permit required. (Separate submittal to Engineering Department required for Grading Permit). 6. 7. 8. 9. Grading plans in plan check PE ____ _ Need the following completed prior to building permit issuance: A. Grading plans signed. B. Grading permit issued. C. Grading completed. D. Certification letter and compaction reports submitted. E. Grading inspected and permit signed off by City Inspector. ermit required for work in public right-of-way approac , sidewalk, connection to water main, Industrial Waste Permit application required. To be filled out completely and returned to Development Processing. • REQUIRED 10. Park-in-Lieu fees required. Quadrant: _____ , Fee Per Unit: Total Fee: ---- 11. Traffic impact fee required. /t Fee Per Unit: __ --_-_-_-__ , Total Fee: 2233.c.ro. 12. Bridge and Thoroughfare fee require4 Fee Per Unit:_-:.==:::::-_, Total Fee: 1/f.i/l•<..fD . 13. Public facilities fee required. 14. Facilities management fee required. ~· Fee: I0,27t.f,cJD • ; 15. Additional EDU's requir,ed: ,,,___.Goe:.:..:• 8;:;;...:.,9=-------=--- Sewer connection fee: -f1-86,/2. QP Sewer permit no. 3273 16. Sewer lateral required: ~ . ~--ft/?~ REMARKST ~IP ;var R111SHtCJ Y£r. (/zf8H-t). PLRY&:. No-r CHecpEp, ~~ @ ~Pl"4t>. f)/:./imt'T Nl)i ,-JU,{?;'k:J ~ 74.tl~ , A-SEPf)@eTl; 60\Bm(Qf\L To Tttf. fAJ6/,vE£/2JAJ6, Dll'A1Z:rmfil'd7 It) R.fli;U,@«J @; 7rE-~@N( fff&,1T! ® New 11:tf: &UfJWw€.: CQMPLeteo RY012 -co &>1LQ,l\!6: BEt?m,rs: CD M5 zr,(J ® W&rtrz Lwe IMfJfVGwfA/r 4<te ():>p 307)7 ® l:Y~rri:4, &A@f;Vr ae1c,;;rr,0v &x? 0> Rtc,earc.()L ""1.Pfl1v~ O.K. to iss~~-----Date: l ; If you have any questions about any of the above items identified on this plan check, please call the Development Processing Department at 438-1161. l l '7 ~ ) Jurisdiction ,,::J,A P-L r;B AD Da te'·1 4/?f t [ Prepared bys R e.E-VALUAT!ON AND PLAN CHECK FEE o Bldg. Dept. D Esgil PLAN CHECK NO. fe.-Q3'37 . BUILDING ADDRESS :Z7is-Loi:.ee P.V& (.IJeST APPLICANT/CONTACT-/Cu___;,S~S-E_LL ____ =E--c=tq----P-H~O-N-E~N-O-.-(j~~-:::-/-i~)~z..-7_e ___ 5_7so BUILDING OCCUPANCY 6-.:2.. DESIGNER PHONE ----- TYPE OF CONSTRUCTION v'-I\) CONTRACTOR PHONE ----- BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER u.Jft/? fi 1-kµ_s € I .$. IO r-11G,~ .:LO 7,.t,,~ I "l,D6 . , q, 9_ ~ I I 7, OFPI Clk l/..-CJ q.~ 7p ~otJ -~ l"l "'.-,;;l';.J "'··"'· ~ --, ~ -I I Tlf~ ('i9t.J.=3<Ai-~K ~)-rC2-0.1'13 ~., f:~°;!,x l~J-= 1 'f 22.33.on' , 8en?6£ :=t:> ( 19'13 c/Jy. ~e~ x~) t{20 J43r/J 41fl f~S~ !lfi{if I 2 . c.50 .-t-l -.--~ 25:~e<otfy_ %//J-= '1#10 27'-f -FMF~ I - L-- 8e:w~ ~ ( '-/9'13 r/J + Jfi:D 9'/4 o0) t {20.7 43 t 4 ..S-v-ov ?/@o -= I ~, Bct £00 I/ , 7 ......, Air Conditionin~ Commercial 4'7'7 3J @ Z.fo -I,. CJ zu Residential ta .. Res. or Comm. Fire Snrinklers ~ 5'/p Rt., @ I, ~7:, ( . 3f,SZ,'j Total Value C,. 7 I 7'/ ·~ -~ I lo <-fJ? / Z>'74- CO HM EN TSt..• ------------------------- SHEET I OF I . 12/_87 ,, . Cl.I Cl.I .... .... 10 10 C C CQ CQ CQ "C 'O "C Cl.I Cl.I Cl.I ~ ~ ~ Cl.I Cl.I Cl.I > > > Cl.I Cl.I Cl.I c:: c:: c:: ... N ("I) * * * u u u a. a. a. /ow Q)o ef DD~ ODD PLANNING CHECKLIST Plan Check No. 880339 Address 2785" J.01<£12 ~vE, Type of Project and Use J,Jo. 8L06. ---------------------------- Zone P-tv/ Use Allowed? YES ~ NO Setback: Front Ok Side OK Rear OJ< Facilities Management Zone 6 School District: San Dieguito __ Carlsbad ___C6:__ Discretionary Action Required Environmental Required Landscape Plan Required Comments YES~ YES~ YEs_!h Encinitas San Marcos NO --N04 NO~ Type .. AP88-f ---------------------------- Coastal Permit Required YES NO~ Additional Comments Pl? #or C(N/~ Y&7' Pt!WS Har t!#eck:EO fl~ OK TO I~ ~...-:::::'.:!:Z..::i-a-!!::::::===---====-DATE ;;;f-s,-i3_e l r ~~OORIONWAV CARLSBAD, CA 92008 ((itp of Carl.sbab FIRE DEPARTMENT PAGE 1 OFj_ TELEPHONE (619) 931-2121 ,~ ~if~ PLAN CH ECK REPORT ';J~ PRoJEcT~tA.IJA P4Mu..t&44 s'-'PP'tDDREss ;).](sS-LoK.i:iYL. ~ wesr, ARCHITEcrl-l-e# 4 M,,<ct;1{m;S. ADDRESS :9\pbJ660 PHONE7fl/{Z7R$1$0) owNER--:::I'ohtJ: M~c..KEL,. ADDRESS eA.1t.SoJ cA PHONE:}, l-{Q3s-.. '=»S?JO OCCUPANCY ~ :z__,, CONS~ "1 · TOTALSQ. FT. 'J,S,i,'jUI. STORIES -~-----'f SPRINKLERED D TENANT IMP. ___________________________ _ APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS __ 1. v~2. ~3. ¥4. Provide one copy of: floor plan(s); site plan; sheets Provide two site plans showing the locatio of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: Permits are ~he installation of all fire protection system rlnkler tand pipes, dry chemical, halon, CO2, alarm~lan must be approved by the fire departmen pnor o installation. - _5_ ~9. ¥-10. __ 11. "¥,-12. /13 ~14. The business owner shall complete a building Information letter and return It to the fire department. sq. ft. or portion thereof with a travel distance to the nearest to be located: :D, /A../At,g~s£ A/l.e;d. EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating " This door to remain unlocked durln business hours" shall be plac d above the main exit and doors b EXIT signs (6" x ¾" letters) shall be placed over all required exi1s clearly Indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Buildlng(s) not approved for high piled 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 pil- ing Is to be done, comply with Uniform Fire Code, Article 81. Additional Requirements. K~ \A.. l .t.e:D n rec r L-Ou.J 7-DD O b P"1...1 __ 15. Comply with regulations on attached sheet(s). Plan Examln~ (_ i:I ~ 1 < Report mailed to architect ___ Met with __________ , __ _ __ Attach to Plans I I I I I I I I I I I I I I I I I I I DATE __ F_e_br_u_a_r;:..y.;;..., _1_988 __ ENGR ___ EN=------ burkett ~ .&~ong• PROJECT Indiana Plwnbing Supply Co. structural & clvll engineers STRUCTURAL CALCULATIONS FOR INDIANA PLUMBING SUPPLY COMPANY CARLSBAD, CALIFORNIA HCH & Associates 4877 Viewridge Avenue San Diego, CA 92123 SHEET Cover JOB NO 3692A j I I I I I I I I I :I ' \I I I I I I I I I DATE ___ z...a./._8i""""~--- ENGR __ ___,,P_,N:...;._ ___ _ PROJECT :J NP/.lj,•.utJ C-o tyr /;N T J'o tJ; ,, .,Pl.f~LI;../ .! ,,t),1.1 D CQNC. P.19A4t-J>~S I 6,,-J burkett ~ &wongW structural & clvU engineers Sr.., l'J"''--'(' CJ__ I) • c:;.::,t • A,v o F 7(ij Oli--n 4N Ft-oo~ ,:Tots, 8""1..S ~D 1-r~1:11.~.S bE.Stt;,,J ,, ,P/,/'}/>.l-//?,t/6,._.,J ,J ...f4.B-~IAP. , .P,l'?A(,, e.,'-/,v. ,OJZ-f14,-1 .,Shl~,IJ~ W/lvt-6V,te'71AteN1J.;I-, P'Z:->16-,>.J SHEET 74-cfli, oF t:.>1~1,'7 JOB NO .36 ~ ZA ,,P,?~?i. 1~7 B -'=t 1-0 -) ''r iS-~ 11 I I I I· I I ·1 I I ·I 1 I I I I I I 'I : . r• J I I OATE *1-/B6 BURKEi I ENGINEERS SHEET--L-'-- ENGR __,l,l~..:;.;...~-SAN DIEGO, CALIFORNIA JOB NO. :5 & i:jz...,1 PROJECT A' I I ,, '1""'1d~ }I;. J01 C, ~ ~ 1.1-' L,lri> 1 N lr M~ ~ (i'rt.?z) (J.,~y-;;; s,100·# E r;;oo1 '• _ l'Z~ ?-, . o ~"o;;; ;,o(.~1 ~,:zs"'·'~ ~ '2'£ 4* 2 ~z.4-" I e e o.c. ,-.,.., . I 'Z., -;,,oo toor-.-~C:r 5, 5 (SF- fV(IA.Jf)OD 1,. ~ Jo1>1S o.1 u,c..,~ ?.0 MtSC, 0.,2 -DL-= . J'Z.,l> PsF t,L -:. '1u.O l~F '3,. ' Tv : f~,--. '5 -I 4-7 · CS° ~ (-1 e,. 1 ,~., ~I) p., --I, ~')((I.; ~,) . 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I -"2.-• '6 8 ............ ., ,-:---.r+-~ < i><..8,:s' T,::;, r 17 .If/{. .:::..-1.'--G.,' 0-(.,__ ( /.J; ::= 9-.1 6 •#'f --) @_ IZ. 11 I:>• C • I I DATE ENGR PROJECT I I ·1 I I ~s I I I :I l ; ·1 I ··1 I I I I I I -,..../38 ~,..; I A/!;) r ,4 NA I !vJ ,s "l,: f---? 6-1"" 1R\ ' '"J, ~r .:; ~~ ' I ~ ' ~ C. lb , Fr6 f w t t ?? •-r. ". I I l (,, j I ,'?. J"- burkett I) SHEET t.-1 I &wong JOB NO 36'7 z ;fl structural & clvll engineers ~ '").-~7 L,A,,-,.'-•'-7' ,t..,.. \ . ',,,---.I..._ If C>-•·"""". =-f-'-"l.. x'2-1 T (.. -< x ~,t t'i--1.J<.L, ~ ==-tsS-6 vJ ' ' (:_~ ' ~ ~ \ = • C...o.? >L "Z f3> )(. I"' + o 3: S" X (2.. +-•z:>l 3 x f-) I 6 T-==- -Ss-7 1<. IS' b.>· tf->( ,.'f · 1 x.. 6i> t..11'· IL 6.::,-'¥- -/-'$, :-...,~ 07i ,z..:f! 8, f-l .. 1...bo1,,,1>.1 s~,c_ 0.,-:,-.,. = I !.3(;.. tic. ~ ~'°S CA-.r -:..1:s.s ,',,, '2-). 1 .f I I II< p =-•/'O~ >l 'Z-'j X /"t + • t:1/ J t l? ... >I. (2. = .S '7 (.._.. ... .l] '\Ni. ;(_. A11t~ -fc•M• w.., .S.1-,''-?'--- .. I "'7Cf--Z-0 - ' f'; 3t:t X "?.. {) z.. :.:_ -=--I 0,L ' ~ ;,(.._ F -r. 4 !. .. , 5" ,<~o ::: Jo I 600 -z...o ~ -- 12'2 K '2--7" I /. 7 2.. ;c :I =-I 35"-"'Z.. ' -z. 6 b,'71c(,x~ :rS·L- ;> L(.=bf.b ~l-l'i.,iftc ~ ~,,-JF . rz.. ~ t9-/I> ~ • Depths: 10" through 30" in 2" incr&- ments ; Flange Matetial: 2x4 Southern Pine . Web Material: ½" Structural I Plywood ... or. other approved material izwetght: 4.0 to 1;0 lbs./ft. . · ::Availability•: Eastern half of United f,·::st ''' ,, ,, ,. '· . '.'Profks TJI 35Jol8t .... TJl35S.Jolst:t .. ' Depths: ·12" through 30" in 2" incre- ments Flange Material: MICRO=LAM lumber TJI 55 Joist-1½" x 3½" 2.4E TJI 55E Joist-1½" x 3½" 2.0E Web Material:½" Structural I Plywood or other approved material Weight: 4.0 to 6.3 lbS.lft. Availability•: Western half of United States Profiles: Parallel and tapered Note: TJI joists are manufactured without cam-*~ome depths may requir~ IQnger delivery time; TJI Joist Serles Depths: 16" through 30" in 2" incre- ments Flange Material: MICRO=LAM lumber TJI 65 Joist-1½" x 3½" TJI 75 Joist ..:.1¾" x 3½" Web Material: ¾" Structural I Plywood or other approved material Weight:.T JI 65 Joist,'."' 4;5 to 6.5 lbs.tft. TJI 75 Joisf..:.4.8 to 8.91bs.lft. .. · Availability*! Western half of United States Profiles: Parallel ~--wall Stiff eriers l learlng Distances Web Stiffener Attachment (See Web Stiffener Section of Table) T. 1/8" Min. -JWt Stiffeners to 7 r~ 1/4" Max. --befield ' installed 2" Max. Nails spaced equally per chart below. Nails from both sides counting 2" Max. • -Nails to penetrate opposite stiffener NOTE: • Web stiffeners must be field installed at bearing -points and concentrated loads as shown in the chart below. • Gap must be at top at all bearing conditions. In the case of concentrated loads, the gap must be at the bottom. • Web stiffeners are available from Trus Joist Corporation. Minimum Bearing Distance End Support (See Minimum Bearing Section of Table) Hanger Support Intermediate Support Min. Bearing Distance :--41 r- 7 . i2:S Min. Bearing Distance~ 1\'l" 1\'l" 1\'l" 1½" 1½" 1½" 1½" 1½" 11k" 11k" 1\i'"•. 1½''. 1'12''. 1½'\(. '-1½"' 11/t" I- 1¼" 2·· :_. 1¾" 1¾" 2" 2¼" 2¼" 2'k" 2¾" 3" 3" 3½" 3½" 1¾" ·i.,1¾'" . ' .\.~i?Y,"(4) · 21'2"{4) ::1¾" ,·; .1¾" ·::21/,'; 2¼" 2\'l" 2¼'" 2" 2" 2" 2¼" 2½" 2½" 3" 3¼" 3¼" 3½" 2½" 2½" 2¾" 3" 3" 3" J \ i 3'k" 3'k" 3½" 51/i' 5¼" 5½" 51/i' 1" 1" 3\'l" ·31/iN:1·'. 3\'l''. :;·.? 31/i" . ,3\'l'' .3½''. 5\'l" swn· 5\'l" 5\'l'' 3½" 3½" 3½" 3½" 3½" 5½" 5½" 1" 1" 1" 3½" . 3¼" .. 5\'l'' . 5¼" '5¼''. i·. (1) Web stiffeners with two nails are required for the T Jl/25/255 joists at continuous supports when bearing on plates is less than 5½ inches and the reaction is greater than 1700 lbs. (1700 lbs. is the maximum reaction for 3½ inches bearing with no web stiffeners.) (2) Dimensions shown are for maximum load. Specific application may permit reduction in this criteria. (4) May be reduced to 1¾" by using web stiffeners with nails. (5) Web stiffeners may be rigid in hangers to comply with nailing requirement through side plates of hanger. If web stiffeners are not used in hanger support, the sides of the hanger must extend up to support the top flange laterally. (6) The minimum bearing length may be reduced for joists supported by hangers if supplemental nail attachment to the end web stiffener is provided. 3.2 Flange Plywood Web Flange ' ><1 ~·"~ 0 0 f/. of bearing plate -L1t-L Round Holes: For simple spans and uni- form loads use the table to determine hole sizes. Square Holes: Square hole sizes are de- termined by multiplying the maximum round hole diameter by a factor of 0.8. ·'-. Rectangular Holes: Multiply the maximum ,-round hole diameter by a factor of 0.8. This represents the longest side of the rec- tangle. Multiple Holes: Where more than one hole is desired the amount of wood between holes must equal or exceed twice the di- ameter of the largest hole or twice the size of the largest square hole. 'tcantilevers and Continuous Spans: For lniformly loaded cantilevers and continu- ous T JI joist series, the holes must be lo- cated one inch further from the support for each foot of clear span in addition to the values indicated in the table. Note: Exceptions to these rules may be possible through special inquiry. Hole Chart I ·~ 00 0 0 D L 1 ½" knockout holes@ 12" O.Q. available in most T JI joists upon request. I Note: Do not cut the joist within four inches of the support centerline, otherwise a two-inch hole can be cut in the web anywhere. THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT. The sizes given in the table are hole sizes not duct sizes. HOLE SIZE INCHES 5-3 5-6 6-0 6-3 6-9 7-6 7.9 8-3 8-6 9-0 ... 9.3 9~9 10-0 10-6 10-9 tt-3 .11-6 12-0 12-3 12-9 '13-0 TJI Joist Details A 250 lb. maximum load can be supported on each side of the TJI joist bottom flange at 5' o.c. Cripples may be req'd to carry vertical load from above. See page 3.3 Plywood Web stiffeners (available precut from mfg.) Toenail to backer plate Number of joists may vary Notes: Tie joists together Filler & backer blocks Refer to detail 2, page3.6 Header & T JI joist sized as req'd. Filler blocks between multiple joists Strut lines req'd to assure adequate bracing Blocking panel requirements. See page3.6 Cantilever Plywood Sway bracing 1. Details shown on pages 3.4 through 3.8 are conceptual. Attachments and connections shall be made to the supporting structure in accordance with the specific design requirements. 2. Blocking panels (or an equivalent alternate) shall always be used to prevent rollover and to provide structural attachment of plywood deck to the supporting structure in accordance with the specific design requirements. (j) Naili!lg To Plate ~wWNalliJg l~ b~ lttaccordance with the specific ·:\idesign requirements. · "' ·"-· TJI Joist Details @ Beveled Plate Requirements • Beveled plate @ Hanger On Ledger Web stiffener by mfr. as req'd. @ Hanger On Steel Beam Bearing plate. Thickness must ac;:commodate nail length Joist hanger Blocking Panels 200 135 135 145 100 100 110 70 75 80 50 60 65 40 50 55 Notes: ""'. T JI Blocking Panels may be used for: 1. Shear Panels -Design limits are to be based upon web material for specific series used. Shear transfer nailing must · be established by design. 2. · Vertical Load Carrying Panels 3. Stiffener for Web (in series and depths where end blocks are installed on block- ing panels) ' 4. General Closure 5. To help prevent rollover during installa- tion of joists. Blocking units are available from Trus Joist Corporation. When used for vertical load transfer the following values may be used in pounds per lineal foot of blocking panel. 335 335 365 245 245 265 190 190 210 330 330 360 150 .. 150 165 260 260 285 120 120 130 210 210 230 100 100 110 175 175 190 85 85 90 145 145 160 65 70 75 125 125 135 50 60 65 110 110 120 95 95 100 80 80 85 The following criteria was used to develop the Fv = 95 p.s.i. Deflection = 2L / 480 L.L. for floors (L.L. = .80 values: Fb = 1050 p.s.i. xT.L.) Deflection = 2L t i40 T.l,, for roo!a *For TJl/25/25S joists, ¾" Group I species plywood rim joist or blocking will support 1,000 PLF uniform load assuming framing (studs) from above is at 16" o.c. Common lumber framing on edge is an unacceptable rim joist because of the shrinkage th·at can occur. Note: Loads shown may not be increased for duration of loan. ·' Cantilever Details 440 505 550 535 615 670 370 425 460 475 545 595 300 340 370 425 490 530 245 285 305 365 420 455 210 240 260 305 350 380 175 200 220 260 300 325 150 175 190 225 260 280 130 150 160 200 230 250 120 135 150 175 200 220 For single 2x outriggers use ½ of allowable load shown for double outriggers. Oth!r caP.acit!es may be obtained by use of other ~ (j) Slope Detail @ Slope At Low End With Bird&mouth Cut Note: Birdsmouth 9ut of bottom flange to be used only on TJI 25/25$/a5/36S joists. ··{:~~~~,!~~r:t}~"f?;::i(t.·· :.rJ1~~1~t b1oc~ng i.06 nof uae tt>is dettil when·web. Filler block • . r£atiff~~rft •re,req'.d~;~ J( ~~·i Nail.as req'd. TJI Joist Details @ Slope Detail At High End Hanger w/sloped seat Web stiffener each side @ Slope Detail At Low End With Birdsmouth Cut @ flidge Detail Note: Birdsmouth cut of bottom flange.to be used only on TJI 25/25$/35/35S joists. 3.7 TJI Joist Details (j) Cantilever With Mansard Framing \ @ Hanger With Masonry Wall Blocking as req'd. @ Seismic Tie/Butting Joists @ Seismic Tie@ Beam Seismic tie by others r--Simple Span Parallel T JI Joist TJl/55 Joist with Nailed Floor 210 178 152 123 214 101 176 83 69 197 61 187 53 179 47 171 42 164 38 157 151 145 140 135 128, 192 170 152 136 122 109 99 89 81 74 67 62 56 52 48 44 41 38 35 32 30 TJl/55 Joist with Glue-Nailed Floor 309 288 270 254 219 240 183 227 222 153 216 234 187 136 206 208 166 121 196 186 148 108 188 166 133 97 180 150 120 87 173 79 166 71 160 65 154 59 149 54 144 49 137 45 .129 41 121 38 114 35 ~1~;. 32 ~1p2 30 28 26 24 Load fables/Floor (1000/o) Allowable Uniform Load (PLF) Plywood Web 337 365 314 340 295 319 277 300 262 283 248 264 268 236 223 255 224 199 243 269 214 178 232 242 205 160 222 218 250 196 144 212 197 226 130 204 179 205 18 118 196 162 187 174 107 189 148 213 170 168 97 182 135 156 162 89 176 1.24 143 204 157 81 170 113 131 188 152 74 164 104 121 173 146 68 159 96 111 159 137 63 153 89 103 147 129 58 144 82 95 136 54 88 127 50 82 118 46 76 109 43 115 71 102 40 ·.109 66 95 37 104 62 89 Plywood Web Values inb~m may be increased 4% for repetitive member usage if the criteria on page 9.2 is met. Multiple Span Parallel T JI Joist Load Tables/Floor (100 8/a) AUowable Uniform Load (PLF) Note: Load tables can be used for two or more span conditions. Use longest span for sizing. Where ratio of short span to long span is less than .4, contact Technical Representative for assistance. T Jl/55 Joist with Nailed Floor Plywood Web '!~/ ltD.IJ.D.TLf> t.LO LLD TU) IJ.D LLD'llJ> ltD LLD TU) IJ.D .. t.LD TLD LLD:IJ.D nD LLD LLD,TLD IJ.D LLD;,TU) LLD/lll>,TLD tll),,.IJ.DIJ;cTLD: i 1 .::,:· :iJ{RE~NoN-;,;-:~. RES.NON-,, ,RES.NON-,,. RES,~.;} RESNON-';,,z RESNON-('. RESNON-,. RESNON-;:.?{RESNON-,~tt:RES.NON-. c, SPAM /;"',;:;REJ•c1,i;;; .. ;,c RES·'.,: ,;:RES·,~; .... ,:::<RES:•:,;,, :;:,':RES.::.,;;. :,:3r;:RES,:,"x, ,\•. RES :_':, ,,1:~c;:,RES:·:1I,1t::ff.:i'.'!:'RES~;.:'i,\,:;·,,.c:i.J,RES PAN JiI ~: ~~: : ~~~ : :~ :: :~! : : ~:::' ~ 1$' 174 200 227 254 277 300 323 295 303 311 )6 · 11.. 163 187 212 231 261 ~ "-282 304 2n 285 293 ,17, ~ ™~ m 196 ~ ~ m m ~ ~ m~ '19 139 111 144 151 165 186 208 231 253 272 248 .: 255 262 :19 20, 115 92 136 126 156 163 176 196 217 239 258 236 242 249 20: "2fi 101 81 129 139 111 148 145 167 182 186 205 226 246 224 230 237 11 - t 22 89 71 123 123 96 140 128 158 162 176 195 214 234 214 220 226 22 : 23.i .79 63 117 109 87 134 143 114 151 145 168 177 185 203 222 205 210 216 .23J 124;' 71 56 112 98 78 127 128 102 144 130 160 160 176 192 194 211 196 202 207 '.24~ isl: 63 '50 101 87 10 122 115 92 131 146 111 153 144 159 113 185 201 188 193 199 ;·· ;J,, 26,J 57 45 103 79 63 117 104 83 132 132 105 146 130 161 157 177 186 192 181 186 191 . :.211 51 41 99 71 57 112 94 75 126 119 95 140 148 118 155 143 189 169 184 174 179 184 '.29\ 46 37 95 64 51 108 85 68 121 108 87 135 134 107 149 162 130 163 154 177 , 168 173 178 ;Jib ~29, 42 33 91 58 46 104 77 62 117 99 79 130 122 · 98 143 148 118 156 141 170 .· 162 · · 167 ; ·' 171 29 .· ao ':' 38 30 88 53 42 100 10 56 113 90 12 125 112 89 138 135 108 151 161 129 164 151 151 161 166 • fa11 34 27 84 · 48 39 97 64 51 109 82 66 121 102 82 133 124 99 145 148 118 158 139 152 .156 160 . ;32~ 31 25 79 44 35 93 59 47 105 75 60 117 94 75 128 114 91 140 136 109 152 128 147 148 151 155 ~u:t 29 23 74 40 32 90 54 43 102 69 55 113 86 69 124 105 84 135 126 100 147 118 143 137 146 151 cat 26 21 10 37 30 84 50 40 98 64 51 109 ao 64 120 97 78 131 118 93 142 131 109 138 121 . 142 146 ,,35,; 24 19 66 34 27 80 46 37 94 59 47 106 74 59 116 90 72 127 107 86 138 127 101 134 •,'. 118 138 135 142 36' 22 18 62 32 25 75 42 34 88 54 43 102 68 54 113 83 66 123 100 80 134 117 94 131 109 134 125 138 .36 .. 37. 21 16 59 29 23 11 39 31 84 50 40 96 63 50 109 n 62 119 92 74 130 109 87 121 121 101 131 111 134 37,; 38. 19 15 56 27 21 67 36 29 79 47 37 91 59 47 103 72 57 115 86 69 126 101 81 124 118 94 127 109 131 38 ••:st• 18 14 53 25 20 64 34 27 75 43 35 87 54 43 98 67 53 109 80 64 121 95 76 121 110 88 124 101 127 '39'.J'. «I" 16 13 50 23 18 61 31 25 72 40 32 82 51 40 93 62 50 104 75 60 115 88 70 118 103 82 121 119 95 124 )161 .,,,. I ~,.-. -.~ ........ r . i -.~ ICBO Evaluation Service, Inc. Asubsidiarycorporationofthe International Conference of Building Officials EVALUATION REPORT Filing Category: DESIGN-Wood TJI® JOISTS AND OPEN WEB TRUSSES TRUS JOIST CORPORATION 9777 WEST CHINDEN BOULEVARD POST OFFICE BOX 60 BOISE, IDAHO 83707 I. Subject: TJI®* Joists and Open Web Trusses. II. Description: A. TJI Joists: I. General: The TJI joist is a joist with wood flanges and webs. Various combinations of flange and web materials are noted in Table No. I. The top and bottom flanges are placed to create either a constant depth joist (parallel) or a constantly varying depth joist (single taper). The web butt joints are either square butt or serrated, as required by the specific manufacturing standard of the Trus Joist Corporation. The web- flange connection is made by inserting the web into a groove in the center of the face of the flange members. 2. Fabrication Procedure: The TJI joist is produced in a continuous fabrication process. The flange and web members are fed into a machine which assembles them into the finished product. The TJI joist is cut to the desired length as it leaves the assembly machine and is stacked in a con- trolled environment to allow the adhesive to cure. 3. Materials Specifications: Flanges: MICRO = LAM®* lumber is manufactured according to the manufacturing standards of Trus Joist Cor- poration as specified in Report No. NER-126. Machine-stress-rated lumber is 1.5-inch dimensional lumber. The MSR lumber is of the required grade and is visually graded after ripping to rules established by Trus Joist Corporation manufacturing standards. Moisture contents must be between 7 and 16 percent. End joints satisfy requirements noted in the quality control manual. Webs: Web material is either plywood complying with PS 1-83, Plystran manufactured by Potlatch Corporation, or oriented strand board complying with the Trus Joist Corporation manufacturing standard. The Plystran and oriented ~trand board panels are produced under a quality control program with inspections by the American Plywood Association (NER-108). Adhesive: Adhesives shall be of the types specified in the Trus Joist Corporation manufacturing standards and which comply with ASTM D 2559. 4. Design: The allowable design values are as outlined in Table No. II. The requirements for web stiffeners and minimum bearing lengths are shown in Figure No. I and Table No. III. The joists may contain holes as set forth in the allowable hole chart noted in Figures Nos. 2(A) and 2(B) for plywood webs and oriented strand board webs, respectively. When joists are used as simple-span members, the design shear is equal to the end reaction. When joists are used as multiple-span members and are either up through 16 inches deep TJI/25 and TJI/250, TJI/35 and TJI/350 joists or JO inches through 24 inches deep, TJI/35X, TJI/350X, TJI/40, TJI/42, TJI/45, TJI/ 450, TJI/550, TJI/55, TJI/65 and TJI/75 joists, the design shear is calcu- lated by reducing the calculated shear at the face of the interior support by the lesser of 15 percent or the uniform load within a distance "d" (joist depth) from the face of the support. For other joist depths, the design shear is the calculated shear at the face of the support. An additional 4 percent increase in allowable bending resistance is recog- nized for joists with MICRO = LAM lumber flanges and which are con- sidered repetitive members. The allowable bending resistance for repetitive members may be increased 7 percent for joists with MSR lumber flanges. *TJI'!-and MICRO = LAM1! are registered trademarks of the Trus Joist Coq:,oration. Boise. Idaho. Report No. PFC-4354 June, 1987 In residential floor construction for joists used as multiple-span members 12 inches or less in depth, the shear resistance may be increased IO percent. The top flanges of all TJI joists must be laterally supported at least every 24 inches, except that 18 inches is required for the T Jl/25 joist with southern pine flanges. Joist ends must be restrained to prevent rollover as by dia- phragm sheathing attached to the top flange and to an end wall or a shear transfer panel capable of transferring the larger of 50 pounds per foot or the required shear force due to wind or seismic conditions. Blocking or crossbracing with equivalent strength may be used. Bridging is not required in TJI floor and roof joist applications. 5. Residential TJI Joists: The residential TJ!joist is a joist with wood flanges and webs as described in Table No. IV and is identical to those described above. MICRO = LAM headers and beams are vertically laminated veneer material I¼ inches thick complying with Grade 2.0E. When more than one thickness is required, the members are attached with two rows of 16-penny common nails spaced 12 inches on center. A more detailed description of MICRO = LAM lumber is provided in Report No. NER-126. Design: The residential TJI joist must be used in accordance with the "Installation Guide," pages 12 through 17 attached. or designed in accord- ance with the details noted in this report. MICRO = LAM headers and beams can be designed in accordance with NER-126 or used in accordance with the Installation Guide which is a part of the report. The term "clinch" in the Installation Guide is to bend the projecting nails flat against the wood members by using a carpenter"s hammer. B. Open Web Trusses: I. General: The trusses are Warren web trusses with structural wood chords, steel-tube web members and steel-pinned connections. Steel Tube Web Members: Steel web members are made from cold- rolled electrically welded steel tubing of various diameters and wall thick- nesses as required for specific installations. Allowable values are given in Table No. V. The tubing is fabricated from flat-rolled carbon sheets of structural steel having a minimum yield point of 45,000 pounds per square inch. The web members ends are swedged flat and contain holes punched for the pins by die stamping. Bearing details must comply with Figure No. 4. Wood Chords: The wood chords are MICRO = LAM® laminated ve- neer lumber or stress-graded structural lumber as set forth in the code, or machine-stress-rated structural lumber visually graded as set forth in the Trus Joist Open Web Product Grading Rules and identified by one of the following grade symbols: A(l.8E), AA(2.0E), AAA(2.2E), 2100F l.8E, 2400F 2.0E or 2700F 2.2E. Cutting a board into shorter lengths with loss of the grading symbol requires that the symbol be reproduced with a crayon on the unmarked board. Additional restrictions are imposed on the stress- graded lumber, and strength:reducing characteristics are not allowed at finger joints or drilled areas in tension members of all truss series and compression members of the TJH open web truss and TJM open web truss series. Knots, holes, or combinations equivalent to a maximum ¼-inch- wide face knot are permitted in drilled areas of the compression chords of TJL and TJW open web trusses. Finger joints may not be drilled in any solid-sawn lumber chord member. Wood Chord Design: Wood chords are designed in accorda:ice with recognized engineering principles. Allowable design stresses for machine- stress-rated lumber and MICRO = LAM laminated veneer shall be set forth in Table No. VI. Evaluation reports of ICBO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICBO, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests o,: other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 36 , Page2 of 36 2. TJL** Open Web Trusses: General: The TJL open web trusses are fabricated with either parallel chords, pitched top chord profile or tapered top profile and range from 12 inches to 48 inches deep. They are spaced up to 48 inches on center with sheathing materials nailed directly to the top chord. Ceilings may be directly attlll:hed to the bottom chord or apphed to stripping or suspended. The wood chords are single nominal 2 by 4 mem- bers installed in a flat position. The chords are routed on the wide face. The drilled holes are equal in diameter to the net sizes of the pins to provide a drive fit. The web members are inserted in the routed portion of the chord and pins inserted through the drilled holes to engage the web members. The web members are connected to the chords with 3/s-and 5/s-inch- diameter solid pins complying with lhe Trus Joist manufacturing standard. 3. TJH ** Open Web Truss: General: The TJH open web truss is similar to the TJL open web truss. It is composed of two 2 by 6 members for the bottom and two 2 by 6 members for the top chord. The two 2 by 6 members are in an upright position with their wide axis in the plane of the truss. The web members are connected to the chords with 1 ¼-inch outside diameter. 165-inch wall tubing or ¼-inch solid pins held in place by spring- clip washers. 4. TJM** Open Web Truss: General: The TJM open web truss is similar'to the TJH open web truss, except that the top and bottom chords each consist of two upright 2-inch by 4-inch members and the solid steel pins are 5/s inch and 1 inch diameter. 5. TJ/50** Open Web Truss and TJ/60** Open Web Truss: General: The TJ/50 and TJ/60 open web trusses are composed of double top and bottom chord members. Refer to Table No. VII for chord sizes. The webs are connected to the chords with solid steel pins, 5/s-inch-and 3/s-inch- diameterfor the TJ/50 open web truss and ¼-inch-and ½-inch-diameter for the TJ/60 open web truss. The wood chords are MICRO = LAM laminated veneer lumber, each chord consisting of two members side by side with the steel web inserted between them. Each member has the glue lines vertical. The tension chords are continuous length. The compression chord may contain finger joints. 6. TJW Open Web Truss: General: The TJW open web truss is similar to the TJL open web truss. The wood chords are single nominal 2 by 5 members installed in a flat position. The web members are connected to the chords with 3/s-inch or 5/s-inch solid pins. 7. Tension Connector: General: The tension connector is a variable- density laminated veneer component designed to splice wood truss struc- tural meljlbers used in tension. Densification is obtained by adding pieces of veneer in the area where greater density is required. The entire specimen is then compressed under heat and pressure to the desired thickness. The nondensified portion is connected to solid sawn members with approved finger joints. Densified portions of the assembly are spliced with steel plates installed on either side of the wood member and connected with bolts. See Figure No. 6 for additional details. Design: The MICRO = LAM densified laminated veneer lumber ten- sion connector design parameters are as follows: Bolt bearing in wood Tension in densified net area Tension in nondensified area The bolt end distance e shall not be less than 4d or e= p 1200t 7200 lb. per sq. in. 2700 lb. per sq. in. 1970 lb. per sq. in. whichever is greater. Where t = thickness of connector measured l!!ong the bolt,P = loadperboltandd = diameterofbolt. Steelsideplatesand·bolts shall be designed according to the code. 8. Design: Open web trusses are designed in accordance with recognized design criteria. Allowable load on web members, allowable wood-!>earing load on pins, and chord section properties at pin locations are set forth in Tables Nos. V, VI and VII. The allowable tension-and compression-parallel-to-grain stresses noted in Tables Nos. VIII and IX may be increased 7 percent for southern pine and 4 percent for MICRO = LAM, provided the trusses qualify as repetitive members as defined in the adopted code. Allowable reaction loads are noted in Table No. X. All two-member chord open web trusses must have lateral support to each member of the compression chord at least every 24 inches. "*TJL. TJW. TJM. TJH. TJ,50. TJ,60andTRUS JOIST are trademarksofTrus Joi~t Corporation. Boise. Idaho Report No. PFC-4354 Each connection shall be capable of transmitting a 75-pound horizontal load. Othernailing criteria are described in Figure No. 3 forTJ/50 and TJ160 trusses. C. One-hour Fire-resistive Roof-Ceiling or Floor-Ceiling Ratings are Assigned to the Following Constructions: Descriptive details for each assembly are noted below and in Figure No. 7. I. A double-wood floor consisting of either a subfloor of I-inch nominal sheathing, a layer of asbestos paper weighing not less than 14 pounds per 100 square feet and a layer of"l-inch nominal tongue-and-groove finish flooring; or a subfloor of I-inch nominal tongue-and-groove sheathing or ½-inch interior plywood with exterior glue and a layer of I-inch nominal tongue-and-groove finish flooring or 5/s-inch interior-type plywood finish flooring or a layer of Type I Grade M-1 particleboard not less than 5/s inch thick and a suspended ceiling of 5/s-inch-thick 2-foot by 2-foot or 2-foot by 4-foot USG FIRECODE AURATONE® lay-in acoustical board supported by an approved exposed fire-rated suspension system attached to the bottom flange or to cold-rolled channels spaced not over 4 feet on center. Installed over the acoustical board are I-inch-thick, 4-pound-per-cubic-foot (mini- mum) USG THERMAFIBER ® mineral wool blankets. Light fixtures hav- ing a maximum size of 2 feet by 4 feet may be installed in the ceiling, provided the aggregate areas of fixtures do not exceed 12 square feet per 100 square feet of ceiling and the fixtures are protected as follows: A 2 ¼-inch by 48-inch piece of USG THERMAFIBER light fixture protection is laid along the long dimensions each side of the fixture and against adjacent suspension members; additionally, a 17 ½-inch by 48-inch piece is laid over each side of the fixture and a4½-inch by 24-inch piece at each end and tied to the top pieces at the corners of the fixture with No. 18 SWG steel wire. See Figure No. 5. Ceiling openings for air diffusers up to a maximum size of 12 inches in diameter are allowed, provided openings are protected with fire dampers and the aggregate areas do not exceed 113 square inches per 100 square feet of ceiling. The distance from the bottom of the truss or joist to the soffit of the ceiling must be at least 10 inches. 2. A single-layer floor of ¼-inch tongue-and-groove plywood or 23/32- inch tongue-and-groove APA-rated structural-use panel (Exposure I or Exterior glue) with joists or trusses spaced up to 24 inches on center and a ceiling of two layers of ½-inch-thick Type X gypsum board applied to the bottom chord. All butt joints of the ¼-inch plywood or 23/32-inch rated structural-use panels must fall on framing members. The first layer of board must be attached with 15/s-inch-long Type S screws placed 12 inches on center. The second layer must be installed with the joints staggered from the first layer. It must be fastened with 2-inch-long Type S screws spaced 12 inches on center in the field and 8 inches on center at the butt joints. Type G screws I ½ inches long must be spaced 8 inches on center and 6 inches each side of the butt joint. The second layer must be finished with joint tape and compound. Resilient channels may be used as part of the ceiling attachment system, provided they are spaced 16 inches on center (24 inches if joists or trusses are 16 inches on center) and fastened perpendicular to joists with 1-inch- long case-hardened steel, .15-inch shank diameter, self-drilling and self- tapping Phillips head screws. The ceiling' is attached to the resilient chan- nels as described above. When used as a roof-ceiling assembly, the decking may be any wood deck as provided in the code, and the joist spacing may exceed 24 inches on center. When joists or trusses are spaced more than 24 inches on center, the ceiling should be applied to stripping spaced 24 inches on center. The attachment to the stripping is similar to the joists described above. The stripping may be 2-inch by 4-inch Construction grade Douglas- fir lumber for spans up to 5 feet, attached to the bottom chord with l 0d nails. 3. A single-layer floor of ¼-inch tongue-and-groove plywood, or 23/32- inch tongue-and-groove APA-rated structural-use panel (Exposure I or Exterior glue) with joists or trusses spaced up to 24 inches on center and a ceiling consisting of a single layer of ½-inch-thick Type X gypsum wall- board attached to joists spaced 24 inches on center, or to stripping spaced 24 inches on center fastened with 15/s-inch-long Type S drywall screws located 6 inches on center at end joints and 8 inches on center in the field. All butt joints of the ¼-inch plywood or 23/32-inch rated structural-use panels must fall on framing members. In addition, an approved exposed fire-rated suspended ceiling system must be installed beneath the gypsum board ceiling a minimum distance of 12 inches. The grid system is suspended with No. 12 SWG galvanized steel wire fastened to the furring or joists with 3- inch-long flat-head hanger screws. Light-fixture protection consists of 6- inch-wide pieces of ceiling grid panels 4 feet long for the sides and 2 feet long for the ends and a full grid panel placed on top. A galvanized steel duct with maximum 12-inch-diameter steel diffuser opening without damper and a maximum 6-inch by 12-inch return-airopening are permitted for each 200 square feet of ceiling. Ceiling panels may be either 5/s-inch USG C Page3of36 FIRECODE AURATONE or 5/s-inch Gold Bond Fire-Shield Solitude Pan- els as manufactured by Gold Bond Building Products Division of National Gypsum Company. Noncombustible insulation rated at R-30 or less may be installed above the gypsum board. When used as a roof-ceiling assembly, square-edge plywood meeting the structural requirements of the code may be used for roof sheathing and joists or trusses may be spaced up to 48 inches on center. 4. A single-layer floor of ¼-inch or 23/32-inch to~gue-and-groove ply- wood with joists or trusses spaced a maximum of 24 mches on center and a ceiling consisting of 'h-inch USG FIRECODE C® gypsum board screw attached to standard steel furring channels at 24 inches on center and suspended from the joists by a specially designed No. 24 gauge Simpson Strong Tie (CSC) ceiling support clip. All buu _joints of the pl~wood must fall on framing members. The wallboard side_1omts are offse_t 8 mches from the joists' centerline and fastened to the furnng channels with 1-mch-long Type S bugle-head steel screws. The screws are located¼ inch and 6 inches from each wallboard sidejomtand 12 mches on centerm the field. One mch of (6 pcf minimum) USG THERMAFIBER mineral wool fireproofing is placed between the bottom flange or chord of the joist and the top of the furring channel. 5. A double-wood floor as described in Paragraph II C-1 above, or a single layer of ¼-inch tongue-and-groove plywood floor sheathing meeting the structural requirements of the code applied over floor joists or trusses spaced 24 inches on center with any approved ceiling system which will provide a 40-minute finish rating. When used in a roof-ceiling assembly, square-edge plywood meeting the requirements of the code may be used for roof sheathing and the joists or trusses may be spaced up to_ 48 mches on center. Substantiating data which may include results of the fire-endurance tests conducted in accordance with ASTM E 119 must be furnished to the local building official verifying that a particular ceiling system meets the 40-minute finish-rating requirements. When the finish rating is to be deter- mined, thermocouples must be installed on the plane of the combustible materials nearest the fire side at locations required to obtain representative temperatures on the combustible materials in the test specimen_s. Temp~ra- ture readings from such thermocouples must be recorded dunng the fire- endurance test. The finish rating is the time at which temperature readings from the thermocouples reach an average temperature rise of 250°F. above ambient or an individual temperature rise of 325°F. above ambient. 6. A single layer floor of ¼-inch tongue-and-groove plywood with joists (2 by 4 flanged "I" joists. solid sawn or MICRO = LAM LVL) spaced up to 24 inches on center, RC-I resilient channel spaced 16 inches on center, a ceiling of one layer of 5/s-inch-thick USG FIRECODE C gypsum board and I ½-inch thick, 21h-pound-per-cubic-foot USG THERMAFIBER mineral wool batts. The flooring must be attached to the top flange with construc- tion adhesive (AFG-01) and nailed with 8d common nails spaced a maxi- mum of 6 inches on center along the boundary and edges and 12 inches on center in the field. Resilient channels ml/st be attached with 15/s-inch Type S screws at each joist. Two channels must be provided at each gypsum board butt joint, extending to the next joist beyond the longitudinal joints. The gypsum board is fastened to the channels with I-inch Type S scr~ws at 12 inches on center"in the field and 8 inches on center at the butt jomts. The mineral wool batts are friction fitted between the bottom flanges and supported by the resilient channels. See Assembly C-6 in Figure No. 7 for additional details. 7. Alternate Floor System: A minimum 5/s-inch plywood floor over joists spaced at a maximum of 24 inches on center with either I '!~ inches of lightweight concrete or I inch of GYP-CRETE® (ICBO Evaluation Report No. 3433) may be considered as an alternate deck for the six systems Report No. PFC-4354 described previously. When the joists or trusses are limited to a maximum spacing of 20 inches on center, a ¼-inch topping of GYP-CRETE may be used. GYP-CRETE is produced by the Gyp-Crete Corporation. F. Sound Rating: The system described in Paragraph C-2 above, when constructed with resilient channels, has a minimum STC rating of 50; with pad and carpet, the minimum IIC rating is 50. The system described in Paragraph C-4, with pad and carpet, has mini- mum STC and IIC ratings of 50, provided a minimum 8 pcf layer of USG THERMAFIBER insulation is used. The system described in Paragraph C-4 with a ¼-inch GYP-CRETE topping has a minimum STC rating of 50; with a pad and carpet, the minimum IIC rating is 50. All of the systems require a minimum 1/4-inch-thick by ¼-inch-wide strip of resilient covering at the floor perimeter in order to provide floor/wall isolation. D. Identification: Each joist or truss must be stamped with the Trus Joist Corporation logo, the evaluation report number and the quality control agency (PFS Corporation, NER-QA 251) logo. III. Evidence Submitted: Results of sound, fire and load tests. descrip- :ive details, quality control manual and engineering calculations. Findings IV. Findings: That the TJI® joists and open web trusses described in this report comply with the 1985 Uniform Building Code, subject to the following conditions: 1. The TJijoists and open web trusses are designed in accordance with this report and the allowable loads or stresses do not exceed the values set forth in the attached tables. Drawings and design details verifying compliance with the allowable loads and stresses must be furnished to the local building official. 2. Increases for duration of loading, as provided for wood mem- bers and their connections, may be used in accordance with limitations specified in the code, or as set forth in this report. 3. The top chord of the open web trusses must be designed as a continuous member, subject to combined axial and bending stresses. The bottom chord may be designed as an axially loaded tension member when ceilings are directly applied to the chords or to stripping not more than 24 inches on center and the ceiling load does not exceed 5 pounds per square foot. For more severe conditions, the bottom chord must be designed as a continuous member subject to combined axial and bending stresses. 4. Deflections are limited as set forth in the code using beam for- mulae and considering the full areas of the top and bottom chords and the modulus of elasticity assigned to the lumber used. 5. Where a one-hour fire-resistive time period is required, con- struction shall comply with Paragraph II of this report. 6. Allowable end bearing loads for the open web trusses shall be limited by compression perpendicular to grain of the supporting member and shall not exceed those given by Tobie No. X. 7. No cutting of the flanges or chords is permitted. Holes in the TJI joist web must conform to Figures Nos. 2(A) and 2(8). This report is subject to re-examination in one year. Page4of 36 Report No. PPC'-4354 " TABLE NO. I-JOIST DESCRIPTION JOIST FLANGE WEB JOIST DEPTHS SERIES MATERIAL SIZE (Inches) MATERIAL (Inches) TJl/25 MICRO= LAM LVL 1.5 X 1.75 3/s" plywood 1 7½to 16 TJl/35 MICRO= LAM LVL 1.5 X 2.30 3/s" plywood 1 10to20 TJl/35X MICRO= LAM LVL 1.5 X 2.30 15/32" plywood 1 !Oto 30 TJl/40 MICRO= LAM LVL 1.5 X 2.50 15132" plywood 1 lO to 30 TJl/42 MSRLumber 1.5 X 3.50 15/32" plywood lO to 30 TJl/45 MICRO= LAM LVL 1.75 X 2.50 l5/32" plywood I 10to30 TJl/55 MICRO= LAM LVL 1.50 X 3.50 15/32" plywood 1 lO to 30 TJl/65 MICRO=LAMLVL 1.50 X 3.50 19/32" plywood l0to30 TJl/75 MICRO= LAM LVL 1.75 X 3.50 19132" plywood !Oto 30 TJI/25S MSRLumber 1.50 X 1.65 3/s" plywood I 7½to 16 TJl/35S MSRLumber 1.50 X 2.625 3/g" plywood I lO to 20 TJl/45S MSRLumber 1.50 X 3.50 15/32" plywood I lO to 30 TJl/250 MICRO= LAM LVL 1.5 X 1.75 3/s" OSB 2 7½to IF/s TJl/350 MICRO=LAMLVL 1.5 X 2.30 3/s" OSB 2 lO to 20 TJl/350X MICRO= LAM LVL 1.5 X 2.30 7it6'' OSB 2 lO to 30 TJl/420 MSRLumber 1.5 X 3.50 7/16" OSB 2 !Oto 30 TJl/450 MICRO= LAM LVL 1.75 X 2.50 7it6'' OSB 2 IO to 30 TJl/550 MICRO= LAM LVL 1.5 X 3.50 7it6'' OSB 2 !0to30 1 7116" Plystran may be used as an alternate web material. 2 Oriented strand board meeting minimum material specifications contained in Trus Joist Corporation's Manufacturing Standards. '. .. Page5of36 Report No. PFC-4354 TABLE NO. II-PROPERTIES FORT JI® JOISTS2 TABLE NO. II-PROPERTIES FORT JI® JOISTS2-Continuec:t MOMENT FACTOR RESISTIVE WEIGHT (See example SHEAR I DEPTH (plf) end of footnotes) (lbs.) (ln.4) MOMENT FACTOR RESISTIVE WEIGHT (See example SHEAR I DEPTH (plf) end of footnotes) (lbs.) (ln.4) TJI/25 JOIST TJI/55 JOIST 7½ 1.8 1,015 640 47 9½ 1.9 1,400 805 85 117/s 2.0 1,870 990 142 14 2.2 2,295 1,160 212 16 2.4 2,695 1,315 289 TJI/35JOIST 10 2.5 2,005 845 125 12 2.6 2,535 1,000 192 14 2.8 3,065 1,160 275 16 3.0 3,600 1,315 372 18 3.1 4,140 1,470 485 20 3.3 4,680 1,625 615 10 3.3 3,080 1,380 194 12 3.6 3,895 1,575 298 14 3.8 4,720 1,770 427 16 4.1 5,540 1,970 580 18 4.4 6,370 2,165 759 20 4.6 7.200 2,360 965 22 4.9 8,030 2,555 1,198 24 5.1 8,860 2,750 1,459 26 5.4 9,695 2,950 1,750 28 5.6 10,527 3,030 2,069 30 5.9 11,361 3,115 2,421 TJI/65 JOIST TJI/35X JOIST 10 2.7 1,985 1,215 125 12 2.9 2,510 1,420 192 14 3.2 3,035 1,625 275 16 3.4 3,565 1,830 372 18 3.6 4,095 2,030 485 20 3.9 4,630 2,235 615 22 4.1 5,160 2,440 762 24 4.4 5,695 2,645 925 26 4.6 6,230 2,775 1,107 28 4.9 6,765 2,900 1,307 30 5.1 7,300 2,900 1,527 10 3.7 3,045 1,755 194 12 4.0 3,850 1,995 299 14 4.3 4,660 2,235 430 16 4.5 5,475 2,480 585 18 4.8 6,290 2,725 765 20 5.1 7,105 2,965 980 22 5.4 7,925 3,205 1,220 24 5.7 8,745 3,450 1,485 26 6.0 9,565 3,690 1,790 28 6.2 10,385 3,930 2,120 30 6.5 11,210 4,170 2,485 TJI/75 JOIST TJI/40 JOIST 10 2.9 2,215 1,215 135 12 3.1 2,800 1,420 280 14 3.4 3,395 1,625 297 16 3.6 3,990 1,830 404 18 3.8 4,585 2,030 528 20 4.1 5,180 2,235 671 22 4.3 5,780 2,440 831 24 4.6 6,380 2,645 1,011 26 4.8 6,980 2,775 1,211 28 5.1 7,580 2,900 1,431 30 5.3 8,180 2,900 1,671 10 3.9 3,395 1,755 213 12 4.2 4,335 1,995 331 14 4.5 5,280 2,235 478 16 4.8 6,235 2,480 650 18 5.1 7,190 2,725 855 20 5.4 8,150 2,965 1,095 22 5.7 9,115 3,205 1,360 24 6.0 10,075 3,450 1,665 26 6.3 11,040 3,690 2,000 28 6.6 12,005 3,930 2,370 30 6.9 12,970 4,170 2,780 TJI/25S JOIST TJI/42 JOIST 7½ 2.1 960 640 40 9''2 2.3 1,315 805 80 10 3.3 3,084 1,380 194 117/s 2.4 1,760 990 136 12 3.6 3,902 1,575 299 14 3.8 4,725 1,770 428 16 4.1 5,552 1,970 581 18 4.4 6,381 2,165 761 14 2.6 2,140 1,160 199 16 2.8 2,530 1,315 273 TJI/35S JOIST 20 4.6 7,212 2,360 967 10 3.0 2,300 845 144 22 4.9 8,084 2,555 1,200 24 5.1 8,877 2,750 1,462 26 5.4 9,710 2,950 1,752 28 5.6 10,545 3,030 2,073 30 5.9 11,379 3,115 2,424 12 3.2 2,910 1,000 221 14 3.4 3,520 1,160 315 16 3.6 4,140 1,315 427 18 3.8 4,755 1,470 558 20 4.0 5,375 1,625 708 TJI/45 JOIST TJI/45S JOIST 10 3.1 2,345 1,380 152 12 3.3 2,990 1,575 235 14 3.6 3,640 1,770 337 16 3.8 4,295 1,970 460 18 4.0 4,950 2,165 605 20 4.3 5,610 2,360 772 22 4.5 6,270 2,555 960 24 4.8 6,930 2,750 1,172 26 5.0 7,590 2,950 1,407 28 5.3 8,255 3,030 1,670 30 5.5 8,915 3,115 1,955 10 3.5 3,080 1,380 195 12 3.8 3,895 1,575 301 14 4.1 4,715 1,770 431 16 4.3 5,540 1,970 587 18 4.6 6,370 2,165 770 20 4.8 7,195 2,360 980 22 5. 1 8,030 2,555 1,219 24 5.3 8,860 2,750 1,487 26 5.6 9,690 2,950 1,785 28 5.8 10,525 3,145 2,115 30 6.1 11,355 3,145 2,476 (Continued) Page6of36 TABLE NO. II-PROPERTIES FORT JI® JOISTS2-Continued . MOMENT FACTOR RESISTIVE WEIGHT (See example. SHEAR I DEPTH (plf) end of footnotes) (lbs.) (ln.4) TJI/250 JOIST 7½ 1.9 1,015 860 640 I 47 9112 2.0 1,400 1,120 965 I 85 117/s 2.1 1,870 1,425 1,145 1 142 TJI/350JOIST IO 2.4 2,005 1,185 1,070 1 125 12 2.5 2,535 1,445 1,070' 192 14 2.7 3,065 1,710 1,160 1 275 16 2.9 3,600 1,970 1,160 1 372 18 3.1 4,140 2,155 485 20 3.3 4,680 2,165 615 TJI/350X JOIST IO 2.5 1,985 1,565 J,280 I 125 12 2.8 2,510 1,750 1,360 I 192 14 3.0 3,035 1,935 J,360 I 275 16 3.2 3,565 2,120 J,360 I 372 18 3.5 4,095 2,305 J,440 I 485 20 3.7 4,630 2,490 615 22 3.9 5,160 2,670 762 24 4.2 5,695 2,785 925 26 4.4 6,230 2,900 J,l07 28 4.6 6,765 2,900 1,307 30 4.9 7,300 2,900 1,527 TJI/420 JOIST IO 3.3 3,084 1,565 200 12 3.6 3,902 1,750 · 309 14 3.8 4,725 1,935 445 16 4.1 5,552 2,200 609 18 4.4 6,381 2,305 802 20 4.6 7,212 2,490 1,025 22 4.9 8,084 2,670 1,280 24 5.1 8,877 2,785 1,567 26 5.4 9,7IO 2,900 1,889 28 5.6 10,545 2,900 2,246 30 5.9 11,379 2,900 2,640 TJI/450 JOIST 10 3.1 2,345 1,565 1,280 I 152 12 3.3 2,990 1,750 1,360 I 235 14 3.6 3,640 1,935 1,360 I 337 16 3.8 4,295 2,120 J,360 I 460 18 4.0 4,950 2,305 1,440 1 605 20 4.3 5,610 2,490 772 22 4.5 6,270 2,670 960 24 4.8 6,930 2,785 1,172 26 5.0 7,590 2,900 1,407 28 5.3 8,255 2,900 1,670 30 5.5 8,915 2,900 1,955 TJl/550 JOIST JO 3.4 3,080 1,565 1,280 I 194 12 3.6 3,895 1,750 1,360 I 298 14 3.9 4,720 1,935 J,360 I 427 16 4.1 5,540 2,120 J,360 I 580 18 4.3 6,370 2,305 J,440 I 760 20 4.6 7,200 2,490 965 22 4.8 8,030 2,670 1,198 24 5.0 8,860 2,785 1,459 26 5.3 9,695 2,900 1,750 28 5.5 10,525 2,900 2,069 30 5.8 11,360 2,900 2,421 •Resistive shear for webs without web stiffeners. 2The allowable values noted for moment and shear are based on results of performance tests and are for normal duration of load conditions. The values may be increased for duration ofload as indicated in Appendix A of the Nation Design Specification-Wood Construc- tion, 1982 Edition. The following uniform load formula provides a close approximation of the deflection: i = __ 5w_L_• __ + __ w_v __ 384 El Kd x 105 For a concentrated load at midspan the following formula 11rovides a close approximation of the deflection: <l=~ + 2PL 48£/ Kd X 105 Report No. PFC-4354 (Continued) K = TJl/25 & 25S = 2.7 TJl/35 & 35S = 2. 7 TJl/45 = 3.5 TJl/35X = 3.5 TJl/40 = 3.5 TJl/42 = 3.6 TJl/45S = 3.6 TJl/55 = 3.6 TJl/65 = 4.4 TJl/75 = 4.4 TJ[/250 = 5.3 TJl/350 = 5.3 TJl/350X = 6.5 TJ]/420 = 6.5 TJl/450 = 6.5 TJl/550 = 6.6 P = Concentrated load. W = Uniform load in pounds per lineal inch. L = Clear span in inches. d = Out-to-out depth of joist, in inches. I = Moment of inertia from table. E = Flange malerial modulus of elasticity from table. TJl®JOIST FLANGE MATERIAL PROPERTIES Machine Stress- MICRO= LAM® LVL Rated Lumber 35S 45S 25S TJl/42 £( X lQ6psi 1.8 I 2.0 I 2.2 I 2.4 1.95 2.0 2.35 1.8 F,(psi) mo I 2100 I 2300 I 2600 1825 1900 2225 1825 EXAMPLE: Resistive Moment = Moment factor (from Table No. II) x F, (from table above) (ft.-lb.) 1.000 16" TJI/35 with MICRO= LAM flanges. F, = 2100 psi Resistive moment = 3600 x 2100 = 7560 ft.-lbs. 1000 TJl/420 2.0 2150 Page7of36 Report No. PFC-4354 Web Stiffener Requirements Web stiffeners must be installed at bearing points and other points of concentrated loads as shown below. Web stiffer,ers are to be field-installed as shown on each side of the web, with nails equally spaced vertically (nails from either side counting). Nails must pass through the web and com- pletely penetrate the opposite stif- fener. Web Stiffener Attachment (See Web Stiffener Section of Table) Min. Bearing Distance End Support ---------~--- Min. Bearing Distance END SUPPORT OR HANGER SUPPORT WEB NUMBER OF rj1JOIST STIFFENERS NAILS DEPTH SERIES REQUIRED? REQUIRED 7½"TJl/25 &25S N<14 - 9½"TJ!i25 &25S No4 - 117/s''TJl/25 &25S No4 - 14"TJl/25 &25S -Yes 16"TJl/25 &25S -Yes IO" TJI/35 &35S No4 - 12" TJl/35 & 35S No4 - 14"TJl/35 &35S No• - 16"TJl/3S &35S No4 - 18" TJ.1/35 & 35S Yes 2-8d 20" TJl/35 &35S Yes 3-8d 2" Max. Nails spaced equally { per chart below. 2" Max. · f 1/e" Min. =i 2"Max. All nails are common nails. See Table No. Ill for number and size. (See Minimum Bearin Section of Table) Hanger Support (5) Continuous T JI Joist Support Min. Bearing Distance _j Min. Bearing Distance --l ~ FIGUREN0.1 TABLE NO. Ill-WEB STIFFENER DETAILS WEB STIFFENER REQUIREMENTS MIN. BEARING DISTANCE CONTINUOUS TJIJOIST WEB STIFFENERS SUPPORT REQUIRED AT MIN.WEB CONCENTRATED MIN.WEB STIFFENER END SUPPORT CONTINUOUS WEB NUMBER OF LOADS NUMBER OF STIFFENER THICKNESS OR HANGER TJIJOIST2 STIFFENERS NAILS2 GREATER NAILS WIDTH"W" "T' SUPPORT6 SUPPORT REQUIRED? REQUIRED THAN(Lbs.) REQUIRED (Inches) (Inches) (Inches) (Inches) No -320 2-8d 25/i6 llfi6 I½ 31/i No -400 2-8d 25/i6 11/i6 Jlh 3½ I 2-8d 495 2-8d 25/i6 ll/16 2¼ 31/2 2-8d 580 2-8d \ 25ii6 llfi6 3 3½ 2-8d 655 2-8d 25/i6 1 lfi6 31/i 3½ No -425 2-8d 25/i6 I Jlh 311z No -500 2-8d 25/i6 I Jliz 3112 Yes , 2-8d 580 2-8d 25/16 I 2 3½ Yes 2-8d 655 2-8d 25/i6 I 2 3112 Yes 2-8d 735 2-8d 25ii6 I I¼ 3½ Yes 3-8d 810 2-8d 25ii6 I I¼ 31/z (Continued) • Page8of 36 Report No. PFC-4354 TABLE NO. Ill-WEB STIFFENER DETAILS-Continued WEB STIFFENER REQUIREMENTS MIN. BEARING DISTANCE END SUPPORT CONTINUOUS OR TJIJOIST WEB STIFFENERS HANGER SUPPORT SUPPORT REQUIRED AT MIN.WEB CONCENTRATED MIN.WEB STIFFENER END SUPPORT CONTINUOUS WEBS NUMBER OF WEB NUMBER OF LOADS NUMBER OF STIFFENER THICKNESS OR HANGER TJIJOIST2 TJIJOIST STIFFENERS NAILS STIFFENERS NAILS2 GREATER NAll:S WIDTH"W" "T" SUPPORT& SUPPORT DEPTH SERIES REQUIRED? REQUIIIIBl REQUIRED? REQUIRED THAN(Lbs.) REQUIRED (Inches) (Inches) (Inches) (Inches) 10" TJl/35X, 40 Yes 2-8d Yes 2-8d 605 2-8d 25/i6 7/g 2 3½ 12" TJJ;35X, 40 Yes 2-8d Yes 2-8d 710 2-8d 25h6 7/g 21/4 3112 14" TJl/35X, 40 Yes 2-8d Yes 4-8d 810 3-8d 25/i6 7/g 21/4 3112 16" TJl/35X, 40 Yes 2-8d Yes 4-8d 915 3-8d 25h6 7/g 21/4 3112 18" TJl!35X, 40 Yes 4-8d Yes 6-8d 1,015 3-8d 25/16 7/g 21/2 5112 20" TJl/35X, 40 Yes 5-8d Yes ~-8d 1.115 4-8d 25h6 7/g 2¼ 51/2 22" TJl/35X. 40 Yes 6-8d Yes J0-8d 1,220 4-8d 25116 7/g 3 5112 24" TJl/35X, 40 Yes 7-8d Yes f2-8d 1,320 4-8d 25/J6 7/g 3 5112 26" TJl/35X, 40 Yes 8-8d Yes 12-8d I,385 5-8d 31h 7/g 3½ 7 28" TJl/35X. 40 Yes 8-8d Yes 12-8d 1,450 5-8d 3½ 7/g 3112 7 30" TJl/35X, 40 Yes 8-8d Yes l2-8d 1,450 6-8d 3112 7/g 3112 7 10" TJl/42/420 Yes 3 Yes 3 610 2 31h l½ 2 3112 12" TJl/42/420 Yes 3 Yes 3 710 2 3'/2 1'12 2 3112 14" TJl/42/420 Yes 4 Yes 6 810 2 3'/2 1'12 2 3112 16" TJl/42/420 Yes 5 Yes 7 985 2 3½ 1'12 2 3112 18" TJl/42/420 Yes 6 Yes 8 1,080 2 31h Jlh 21/4 Jllz 20" TJl/42/420 Yes 6 Yes 9 1,180 2 31/z I½ 21/z 5½ 22" TJl/421420 Yes 7 Yes II 1,280 2 31/z Jlh 21h 5Ih 24" TJl/42/420 Yes 8 Yes 12 1,375 2 3Ih Jlh 3 5Ih 26" TJl/42/420 Yes 8 Yes 12 1,375 2 31/2 l½ 3 51/i 28" TJl/42/420 Yes 8 Yes 12 1,375 2 311z l'/2 3 5112 30" TJl/42/420 Yes 8 Yes 12 I,375 2 3112 1'12 3 51/z IO"TJl/45 No4 . -No -690 2-!0d 21/z 1 Jlh 3½ 12" TJl/45 No4 -No -785 2-!0d 2112 1 21/4 3Ih 14"TJl/45 Yes 2-IOd Yes 3-!0d 885 2-lOd 21/i 1 !¼ 31/i 16"TJl/45 Yes 3-!0d Yes 5-!0d 985 2-!0d 2112 1 2 31/i 18" TJl/45 Yes 4-IOd Yes 5-!0d 1,080 2-!0d 21/i 1 21/4 511z 20"TJl/45 Yes 5-IOd Yes 7-!0d 1,180 3-!0d 21/i 1 211z 5112 22"TJl/45 Yes 6-!0d Yes 9-]0d 1.275 3-!0d 2112 I 21h 51/2 24" TJl/45 Yes 6-IOd Yes 11-!0d 1,375 3-!0d 21/i 1 3 51/2 26" TJl/45 Yes 7-!0d Yes 10-!0d 1,475 4-!0d 21/i 1 3¼ 511z 28" TJl/45 Yes 8-IOd Yes 11-!0d 1,515 4-!0d 2¼3 1 31/4 51/i 30"TJl/4~ Yes 9-IOd Yes 11-!0d 1,555 5-!0d 2¼3 1 3½ 7 10" TJ!i45S No4 -No -690 2-]0d 31/i I Ih l¼ 31h 12" TJl/45S No4 -Yes 2-]0d 790 2-!0d 31h 11/i I¼ 3Ih 14" TJl/45S No• -Yes 3-IOd 885 2-]0d 311z Jlh 21Ji7 3'/2 l6"TJl/45S No4 -Yes 4-]0d 985 2-]0d 31/2 l'h 211i1 3Ih 18" TJl/45S Yes 3-IOd Yes 5-lOd 1,080 2-lOd 3112 l'h l¼ 3Ih 20"TJl/45S Yes 3-!0d Yes 6-IOd 1,180 2-!0d 311z l'h ]¼ 3½ 22"TJl/45S Yes 3-IOd Yes 6-!0d 1,280 2-!0d 3½ l'/:i 23/g 5112 24" TJl/45S Yes 4-!0d Yes 7-lOd 1,375 2-]0d 311z l'h 23/g 51/i 26"TJl/45S Yes 5-]0d Yes 8-!0d 1,475 2-IOd 311z l'h 21/z 51/2 28"TJl/45S Yes 6-]0d Yes 9-]0d 1,515 2-]0d 3Ih l'h 21/2 5½ 30"TJl/45S Yes 6-]0d Yes 9-!0d 1,560 2-]0d 311z I½ 21/2 5½ ]6"TJl/55 Yes 3-!0d Yes 6-]0d 985 2-]0d 311z l'h 2 311z 18" TJl/55 Yes 4-!0d Yes 7-lOd 1,080 2-lOd 311z Jlh 21/4 31/2 20"TJl/55 Yes 4-lOd Yes 8-lOd 1,180 2-!0d 311z Jlh 21/z 3½ 22" TJl/55 Yes 5-]0d Yes 9-]0d 1,280 2-]0d 3½ l'h 2½ 51/2 24" TJl/55 Yes 5-IOd Yes 10-!0d 1,375 2-!0d 311z l'/2 3 51h 26" TJl/55 Yes 5-]0d Yes 11-!0d 1,475 2-!0d 3112 l'h 31/4 7 28" TJl/55 Yes 6-IOd Yes 11-!0d 1,515 2-!0d 311z l'h 31/4 7 30"TJl/55 Yes 6-]0d Yes 12-!0d 1,560 2-!0d 311z 1'12 311z 7 16" TJl/65-75 Yes 3-]0d Yes 6-IOd 1,240 2-]0d 3Ih J7/i6 2½ 31/2 18" TJl/65-75 Yes 4-]0d Yes 8-!0d 1.360 2-]0d 31/i F/16 21/z 311z 20" TJl/65-75 Yes 4-]0d Yes 8-]0d 1,480 2-]0d 311z F/16 2¼ 5112 22" TJl/65-75 Yes 5-]0d Yes 10-]0d 1,600 2-!0d 311z J7it6 3 5½ 24" TJl/65-75 Yes 5-]0d Yes 10-IOd 1,725 2-IOd 3½ F/16 3 51/i 26" TJl/65-75 Yes 6-IOd Yes 12-]0d 1,845 2-]0d 31/z F/16 3 71/4 28" TJl/65-75 Yes 6-]0d Yes 12-IOd 1,960 2-]0d Jl/2 J7/J6 3 71/4 30" TJl/65-75 Yes 6-IOd Yes 12-lOd 2,080 2-]0d 311z F/16 3 7¼ (Continued) • Page9of36 Report No. PFC-4354 TABLE NO. Ill-WEB STIFFENER DETAILS-Continued WEB STIFFENER REQUIREMENTS MIN. BEARING DISTANCE ENDSUPPDRT CONTINUOUS OR TJIJOIST WEB STIFFENERS HANGER SUPPORT SUPPORT REQUIRED AT MIN.WEB CONCENTRATED MIN.WEB STIFFENER END SUPPORT CONTINUOUS WEBS NUMBER OF WEB NUMBER OF LOADS NUMBER OF STIFFENER THICKNESS OR HANGER TJIJOIST2 TJIJOIST STIFFENERS NAILS STIFFENERS NAILS2 GREATER NAILS WIDTH"W"' "T" SUPPORT& SUPPORT DEPTH SERIES REQUIRED? REQUIRED REQUIRED? REQUIRED THAN(Lbs.) REQUIRED (Inches) (Inches) (Inches) (Inches) 7 I /z" TJI/250 No4 -No -400 2-8d 25/t6 5/s I 1/2 311z 91/z" TJl/250 Yes 2-8d Yes 3-8d 450 2-8d 25/i6 5/s 1'!2 311z 111/s'' TJl/250 Yes 2-8d Yes 3-8d 570 2-8d 25/t6 5/s 21/4 3112 IO"TJl/350 Yes 2-8d Yes 3-8d 425 2-8d 25/t6 7/s l'h 31/z 12" TJl/350 Yes 3-8d Yes 3-8d 500 2-8d 25/16 7/s l'h Jl/2 l4"TJl/350 Yes 4-8d Yes 4-8d 580 2-8d 25/t6 1/s 2 311z l6"TJI/350 Yes 5-8d Yes 5-8d 655 2-8d 25/t6 7/s 2 3112 18" TJl/350 Yes 6-8d Yes 7-8d 735 2-8d 25/t6 7/s l¼ 31/2 20"TJI/350 Yes 6-8d Yes 8-8d 810 2-8d 25/t6 1/s l¼ 31/2 to" TJl/350X &450 Yes 3-8d Yes 3-8d 605 2-8d 25/t6 7/s 2 31/i 12" TJl/350X &450 Yes 3-8d Yes 3-8d 710 2-8d 25/16 7/g 21/4 3112 14" TJl/350X &450 Yes 4-8d Yes 6-8d 810 3-8d 25/t6 7/g 21/4 31/2 16" TJl!350X &450 Yes 5-Sd Yes 7-8d 915 3-8d 25/t6 7/s 21/4 311z 18" TJl/350X &450 Yes 6-8d Yes 8-8d 1,015 3-8d 25116 7/g 21h 51/2 20" TJl/350X &450 Yes 6-8d Yes 9-8d 1,115 4-8d 25/t6 7/g 23/4 51/i 22" TJl/350X &450 Yes 7-8d Yes ll-8d 1,220 4-8d 25/t6 7/s 3 51/2 24" TJI/350X &450 Yes 8-8d Yes 12-8d 1.320 4-8d 25/16 7/s 3 5112 26" TJll350X &450 Yes 8-8d Yes l2-8d 1,385 5-8d 31/i* ¼* Jl/2 7 28" TJl/350X &450 Yes 8-8d Yes l2-8d 1,450 5-8d 311z• ¼* Jl/2 7 30" TJl/350X &450 Yes 8-8d Yes 12-8d 1,450 6-8d 31/z* ¼* 31/2 7 10" TJl/550 Yes 3-lOd Yes 3-IOd 610 2-!0d 3112 l'h 2 31/i l2"TJl/550 Yes 3-IOd Yes 3-lOd 710 2-IOd 3112 11/i 2 Jl/2 l4"TJl/550 Yes 4-IOd Yes 6-IOd 810 2-IOd 31/i l'h 2 3112 16" TJl/550 Yes 5-lOd Yes 7-!0d 985 2-lOd 3112 l'h 2 31/2 18" TJl/550 Yes 6-lOd Yes 8-IOd 1.080 2-!0d 3112 l'h 21/4 31h 20"TJl/550 Yes 6-IOd Yes 9-lOd 1,180 2-lOd 31/i 11h 21/z 5112 22" TJl/550 Yes 7-lOd Yes 11-lOd 1,280 2-lOd 3112 l'h 21/i 5112 24" TJl/550 Yes 8-lOd Yes 12-lOd 1,375 2-IOd 3112 I'!, 3 5112 26" TJl/550 Yes 8-IOd Yes 12-!0d 1,375 2-IOd 31h l'h 3 51/2 28"TJll550 Yes 8-]0d Yes 12-!0d 1,375 2-!0d 31/z l'/2 3 51/2 30"TJl/550 Yes 8-lOd Yes 12-IOd 1,375 2-IOd 311z 11/z 3 5112 I Web stiffeners with two nails are required for the TJl/25 joist at continuous supports when bearing on plates is less than 5 112 inches and the reaction is greater than 1700 lbs. (1700 lbs. is the maximum reaction for 3112 inches bearing with no web stiffeners). 2for maximum load. specific applications may permit reduction in this criteria. 1May be reduced to 2112 inches for end support or hanger support. ,··1,;·· type hangers require web stiffeners to comply with nailing requirement through side plates of hanger. 5lf web stiffeners are not used in hanger support, the sides of the hanger must extend up to support the top flange laterally. nThe minimum bearing length may be reduced for joists supported by hangers if supplemental nail attachment to the end web stiffener is provided. 'May be reduced to I 'I• inches by using web stiffeners with two nails. " Web stiffener should be J/4" Micro = Lam. Page 10of 36 FLANGE PLYWOOD WEB FLANGE Report No. PF.C-4354 · t; ~ g i rn 0 :><I I I I FIGURE NO. 2 (A) ALLOWABLE HOLE SIZE CHART (PLYWOOD WEB) 0 ft. OF BEARING PLAT..E DIAMETER 3• 4• s· 6" T r 9'" 14 1-0 1-3 1-6 2-0 2-3 2-6 3-0 15 1-0 1-3 1-9 2-0 2-6 2-9 3-0 16 1-0 1-6 1-9 2-3 2-6 3-0 3-3 17 1-0 1-6 1-9 2-3 2-9 3-0 3-6 18 1-3 1-6 2-0 2-6 2-9 3-3 3-9 19 1-3 1-6 2-0 2-6 3-0 3-6 4-0 20 1-3 1-9 2-3 2-9 3-3 3-9 4-0 21 1-3 1-9 2-3 2-9 3-3 3-9 4-3 22 1-3 1-9 2-3 3-0 3-6 4-0 4-6 23 1-6 2-0 2-6 3-0 3-9 4-3 4-9 24 1-6 2-0 2-6 3-3 3-9 4-3 5-0 25 1-6 2-0 2-9 3-3 4-0 4-6 5-0 26 1-6 2-3 2-9 3-6 4-0 4-9 5-3 27 1-9 2-3 3-0 3-6 4-3 4-9 5-6 28 1-9 2-3 3-0 3-9 4-6 5-0 5-9 29 1-9 2-3 3-0 3-9 4-6 5-3 6-0 30 1-9 2-3 3-3 4-0 4-9 5-6 6-0 31 1-9 2-6 3-3 4-0 4-9 5-6 6-3 32 2-0 2-9 3-6 4-3 5-0 5-9 6-6 33 2-0 2-9 3-6 4-3 5-3 6-0 6-9 34 2-0 2-9 3-6 4-6 5-3 6-0 7-0 35 2-0 3-0 3-9 4-6 5-6 6-3 7-0 36 2-3 3-0 3-9 4-9 5-6 6-6 7-3 0 10" t2'" 14" 3-3 4-0 4-6 3-6 4-3 5-0 3-9 4-6 5-3 4-0 4-9 5-6 4-3 5-0 5-9 4-6 5-3 6-3 4-6 5-6 6-6 4-9 5-9 6-9 5-0 6-0 7-3 5-3 6-3 7-6 5-6 6-9 7-9 5-9 7-0 8-0 6-0 7-3 8-6 6-3 7-6 8-9 6-6 7-9 9-0 6-6 8-0 9-6 6-9 8-3 9-9 7-0 8-6 10-0 7-3 8-9 10-3 7-6 9-0 10-9 7-9 9-3 11-0 8-0 9-9 11-3 8-3 10-0 11-9 MINIMUM DISTANCE FROM Cil OF SUPPORT IN FEET AND INCHES 10 Cil OF HOLE TJI JOIST HOLE CHART INSTRUCTIONS ROUND HOLES-For simple spans and uniform loads use the table above to determine hole sizes. 111· 5-3 5-6 6-0 6-3 6-9 7-0 7-6 7-9 8-3 8-6 9-0 9-3 9-9 10-0 10-6 10-9 11-3 11-6 12-0 12-3 12-9 13-0 13-6 SQUARE HOLES-Square hole sizes are determined by multiplying the maximum round hole diameter by a factor of O. 8. MULTIPLE HOLES-Where more than one hole is desired. the amount of wood between holes must equal or exceed twice the diameter of the largest hole or twice the side of the' largest square hole. CANTILEVERS AND CONTINUOUS SPANS-For uniformly loaded cantilevers and continuous Tn joists, the holes must be located I inch farther from the support for each foot of clear span in addition to the values indicated in the table above. SPECIAlr-Exceptions to these rules may be possible through special inquiry. NOTE-Do not cut the joist within 4 inches of the support centerline. otherwise a 2-inch hole can be cut in the web anywhere. THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT-The sizes given in the table are hole sizes, not duct sizes. TJI/25 JOIST-Where more than three-fourths of the depth of the web is removed, I foot must be added to the distance. ., ' .. . .; . . Page 11 of 36 Report No: PFC-4354 FLANGE ORIENTED FIGURE NO. 2 (B) ALLOWABLE HOLE SIZE AND DISTANCE FROM SUPPORT DETAILS (OSBWEB) STRAND BOARD_+-_-<' WEB • 0 0 0 JOIST DEPTH (Inches) IO 12 14 16 18 20 22 24 26 28 30 FLANGE I"'><.'] 2 21/4 3 3112 4¼ 5 51/2 61/4 7 71/2 81/4 9 I I I t OF BEARING PLATE HOLE FACTOR-TABLE A DIAMETER OF HOLE (lnches)1 HOLEFAClOR 3 4 5 3 3¼ 4½ 4 5 5¼ 4¼ 6 7¼ 5¼ 7 8½ 6112 81/4 9¼ 7½ 91/4 J J l/4 81/4 10112 121/2 91/4 111/2 13¼ 101/4 12¼ 151/4 11 13¼ 16112 12 15 17¼ 8 SPAN (F'Nt) 51/4 14 6¼ 15 81/2 16 IO 17 II½ 18 13 19 14¼ 20 161/4 21 17¼ 22 191/4 23 20¼ 24 ,._ ---~--------- ----~__c;.._ ------~~~ --.. MINIMUM DISTANCE FROM C/L OF SUPPORT IN FEET AND INCHES TO C/L OF HOLE- TABLE B HOLEFAClOR 2 3 4 5 1'3" 2'0" 2'9'' 3'6" 1'6" 2'3" 3'0" 3'9" 1'6" 2'3" 3'0" 4'0" 1'6" 2'6" 3'3" 4'3" l '9'' 2'6" 3'6" 4'6" 1'9" 2'9" 3'9" 4'9'' 2'0" 3'0" 4'0" 5'0" 2'0" 3'0" 4'0" 5'3" 2'0" 3'3" 4'3" 5'6" 2'3" 3'3" 4'6" 5'9" 2'3" 3'6" 4'9" 6'0" 1 If a particular hole diameter is not given in the table, the next largest size diameter indicated should be used. 25 26 2'6" 2'6' 3'9" 5'0" 6'3" 3'9" 5'0" 6'6" 27 2'6" 4'0" 28 2'9" 4'0" 29 2'9" 4'3" 30 3'0" 4'6" 31 3'0" 4'6" 32 3'0'' 4'9" 33 3'3" 4'9" 34 3'3" 5'0" 35 3'6" 5'3" 36 3'6' 5'3" Instructions: 1. From the Hole Factor Table A, for a specific joist depth and hole diameter, the hole factor is obtained. 2. Using the hole factor and the span of the joist the minimum distance from center line of support to the center line of the hole can be obtained from the Table B. 3. Holes in the OSB web material are limited to round holes. 4. The instructions noted at the bottom of Figure No. 2 are also applica- ble to OSB webs. TABLE NO. IV-RESIDENTIAL T JI JOIST DESCRIPTION FLANGE JOIST WEB DEPTH SERIES MATERIAL SIZE MATERIAL 9112" TJI/25 MICRO= LAM LVL 1.50 X J.75 3/s" Plywood !Fis" TJI/25 MICRO= LAM LVL 1.50 X 1.75 3/s" Plywood 14" TJI/35 MICRO=LAMLVL 1.50 X 2.30 3/s" Plywood 16" TJI/35 MICRO= LAM LVL 1.50 X 2.30 3/s" Plywood 91/z" TJI/25S Southern Pine 1.50 X 1.65 3/s" Plywood IIW' TJI/25S Southern Pine l.50 X J.65 3/g" Plywood 14" TJl/35S Southern Pine 1.50 X 2.625 3/g" Plywood 16" TJI/35S Southern Pine 1.50 X 2.625 3/s" Plywood 'Southern pine MICRO = LAM flange thickness is 1.4 inches. 5'3" 6'9" 5'6" 7'0" 5'9" 7'3" 6'0" 7'6" 6'0" 7'9'' 6'3" 8'0" 6'6" 8'3" 6'9" 8'6" 7'0" 8'9" 7'0" 9'0" 8 4'0" 4'6" 4'9" 5'0" 5'3" 5'6" 6'0'' 6'3" 6'6" 6'9'' 7'0" 7'6" 7'9" 8'0" 8'3" 8'6" 9'0" 9'3" 9'6" 9'9'' 10'0" 10'6" 10'9'' • Page 12 of 36 Report No. PFC-4354 RESIDENTIAL T JI® JOIST INSTALLATION GUIDE AND TYPICAL DETAILS NAIL SIZE 8dbox 8dcommon IOd. 12d box !Od, 12d common Strut lines (1 x 4 min.) 8' o.c. max. Fasten at ea. joist with 2-8d nails min. See note number 1 below. 11/a" knockout holes@ 12· o.c. Detail® 1" net (3 pcs. 1/2'' ... .....,,~ plywood) by 8" backer block. Nail with 8-Sd nails. Nailing ot Sheathing to Top Flange. CLOSEST O.C. SPACING FOR MICRO=LAM 2" 2" 2" 3" CLOSEST O.C. SPACING FOR SOLID SAWN 4" 6" 6" 6" • Maximum spacing of nails is 24" o.c. • If more than I row of nails is used, the rows must be offset at least 1/2''. • 14 ga. staples may be substituted for 8d nails when having a minimum penetration of I" into the TJJ joist. NOTE: When T JI joisls are cantikMnd, lateral support is required. Use T JI blocking for al least 4 feet on each and of cantilellered area and al least 4 feet fNfKY 25 feet of length of beering wall. Nail blocking ID 1)1818 with 8d nails @ e· o.c. Detail(]) Hangers to be code approved for use with MICRO= LAM lumber headers. 1" net (2 pcs. 1/2'' plywood) by 8" backer block. Nail with 10-10d nails. For attachment of head r loads not exceeding 20001bs. 0-See page 3 for details, except for "H" and "I." Warning: T JI Joists should be braced to prevent mover.-: until sheathing is applied. • • Page 13 of 36 NOTES: DETAILS@@_)@ • Use 1/•" plywood rim joist for single-story applications o· second floor of two-story applications. Nail to T JI joist with 2-Sd nails, through the thickness of the flange. • Use T JI joist or two layers of¾" plywood or squash blocks for main floor rim joist in two story applications or in areas where roof snow load exceeds 40 psf unless otherwise calculated. • TJI blockin9, when required, and¾" plywood as rim joist 1n lieu of solid sawn lumber is used to avoid problems that could result from the natural tendency of lumber to shrink and change size. • Plywood, the T JI rim joist, or squash blocks, must be positioned under the wall to help carry the load. \~ ®~ Top-mounted hanger. Simpson IT or MIT hanger, or approved equal. (@ INSTALLATION DETAILS Minimum bearinQ of T JI joist is 1 ¾". Nail T JI joist at bearinQ with 2-Sd nails (1 ea. side), through the thickness of the flange, minimum 1 ½" from end to avoid splitting. @ Bracing complying with code shall be carried to the foundation or T JI solid blocking used for a minimum of 4 feet at each end and at least 4 feet every 25' of length of bearing wall. (§~ ~hanger. Report No. PFC-4354 Squash block each side. Blocks to be 1/11• longer than depth of TJI joist. When using double T JI joist, block together with wood filler between joists at each hanger location. Nail with 5-10d nails and clinch. Simpson IT or MIT hanger, or approved equal. © 3/• • plywood rim joist. Nail to TJI joist with 2-8cl nails. ~~-1- . Simpson IT, IU or MIT hanger, Simpson IT, IU or MIT hanger, or approved equal. or approved equal. 2 x -nailed to the side of the T JI joist with¾" or 1" wood filler. Nail through! the T JI joist and wood filler into the 2 x -with 2 rows 10d nails @ 6" o.c. and clinch. t-31'2" min. I bearing. © 1112 times cantilever length. *Adjacent span. T JI joists may be cantilevered up to ½ the adjacent span if not supporting concentrated load at end of cantilever. (In that situation, see details, page 5.) Use 2 x 8 with 9½" TJI joist and 2 x 10 with 117/s" and deeper TJljoists. T JI blocking. SECTION 4'-0" max. • Adjacent span and cantilever length determination to be as noted below. T JI joists should be protected from the weather. TJI blocking.-, (Unibm loads~) Adjacent span. Example: 12·-0· span (max.) Example: 4'-0" ® NOTE: ';-1 r2St1e" min. 3½" min. bearing ~-----at all interior bearing points. ¾" web stiffeners on both sides are required with 117/s'' T JI joists and only where the bearing width is less than 5½". Nail with 2-Sd nails and clinch. Provide web stiffeners for 14" and 16" joists as noted in the floor span chart and load bearing cantilever chart. Page 14of 36 T JI blocking for lateral support. TJI joist flange must bear fully on plate. Report No. PFC-4354 INSTALLATION DETAILS 2 x 4 one side. If load is greater 50 psf, or if joist spacing is greater than 32" o.c., use 2 x 4 both sides. 2 x _ filler block to fasten doubles together. Nail w/5-10d nails and clinch. 14" and 16" joists . 1equire 2-inch net filler block with 8-10d nails. Do not cut 12." I 6" max. for Simpson VPI. T JI joist flange must bear fully on plate. 3/, • plywood gusset each side. Nail w/10-8d nails and clinch. 14"and 16" joists require attachment with 12-Sd nails . 12" 7 4" max. for beveled plate.14"and 16" joists require attachment to plate with 3-Sd nails for slopes greater than3:12. Use ¾" web stiffener for gi/2-and 117/s-inch joists and 1 " stiffener for 14-and 16-inch joists. Simpson LSU hanger for slopes up to 6" in 12". Do not bevel cut joist beyond inside face of wall. joist beyond inside face of wall. Wood in direct contact w/concrete must be protected as req'd by code. Wood in direct contact w/concrete must be protected as req'd by code. NOTE: Nail joists at bearing with 2-8d nails (1 ea. side) unless otherwise noted. t;:. ·----~·:··~ ~ .. ·..;. Simpson IT hanger or equal. >· ·,.• I -~-.. .- • -... , ~ge 15of36 Report No. PFC-4354 INSTALLATION DETAILS LOAD BEARING CANTILEVER DETAILS 9vt' LOAD BEARING CANTILEVER TABLE• Roof Total Load 30 pat 40 psf 50 psi Joist 16" 19.2" 24" 16" 19.2" 24" 1a·· 19.2 24 Spacing o.c. 0.C. o.c. o.c. o.c. o.c. o.c. o.c. o.c. C 24' I I 2 2 2 3 2 3 4 zW 26' I 2 2 2 2 3 2 3 4 d Ul!l'l 28' I 2 2 2 3 3 3 3 4 Ul,c !:!lt: 30' I 2 3 2 3 4 3 4 4 l!:lt 32' 2 2 3 2 3 4 3 4 4 l!;i if 34' 2 2 3 2 3 4 3 4 4 36' 2 2 3 3 3 4 3 4 4 T JI joists may be cantilevered up to a maximum of 2' -0" when supporting roof load, but may rBQuire reinforcement. Consult tables this page to determine req' d reinforcement and details this page for methods of reinforcement. CANTILEVER REINFORCEMENT DETAILS (9½" and 117/a" Joists) NOTE:_; ·---~n·-----.. " ---~------ ~~2'-0" r SECTION ¼" x 48" COX plywood reinforcement must match the full depth of the T JI joist. Nail to the T JI joist with 8d nails @ 6" o.c. When reinforcing both sides, stagger nails to avoid splitting. Face grain horizontal. I SECTION 2'-0" 2'-0" Block together w/2" x 6" x 4'-0" long filler blocks. Nail block w/2 rows 10d nails@ 6" o.c. and clinch. ALTERNATE DETAIL 117/a" LOAD BEARING CANTILEVER TABLE• Roof Total Load 30 pat 40 pat 50 psf Joist 16" 19.2" 24" 16" 19.2" 24" 16" 19.2" 24 Spacing o.c. o.c. o.c. o.c. o.c. o.c. o.c. o.c. O.C. C 26' I I 2 I 2 2 2 2 3 zW id 28' I I 2 I 2 2 2 2 3 UIUI 30' I I 2 2 2 3 2 2 3 Ill' ::It: 32' I 2 2 2 2 3 2 2 3 l!:lt 34' I 2 2 2 2 3 2 3 4 ~~ 36' I 2 2 2 2 3 2 3 4 j 38' I 2 2 2 2 3 3 3 4 *(Numbers in charts refer to footnotes below.) 1. No reinforcement required. 2. '¥4'' x 48" plywood reinforcement required on one side of joist or double the joists as shown in alternate detail. 3. '¥4" x 48" plywood reinforcement required on two sides of joist or double the joists as shown in alternate detail. 4. Will not work. Reduce spacing of joists. NOTE: Assumes a 1 O psf roof dead load and 60 ptt wall load. Page 16 of 36 CANTILEVER REINFORCEMENT DETAILS (14" and 16" Joists) I web stiffener -required both sides NOTE: ¾" x 48" COX plywood reinforcement must match the full depth of the T JI joist. Nail to the T JI joist with Sd nails @ 6" o.c: When . reinforcing both sides, stagger nails to avoid splitting. Face grain horizontal. Block together with W/'2:' x 1 0" and 1 /2" plywood x 6' -0" long filler blocks. Nail block with three rows 10d nails @ 6" o.c. andclina:h. ALTERNATE DETAIL Report No. PFC-4354 14" LOAD BEARING CANTILEVER TABLE• RoolTotal Load 30psf 4011111 50paf Jolat ,.. 19.2" 24" 111" 19.2" 24" 111" 19.2" z4· Spacing o.c. o.c. o.c. o.c. o.c. o.c. o.c. o.c. o.c. 26' I I I I I 3 I 3 4 0 28' I I I I I 3 I 3 4 z"' f~ JO' I I I 1 I 3 1 3 5 u,111 32' I 1 2 I 3 4 3 4 5 =~ ::II: 34' I I 3 I 3 4 3 4 5 l!:lt: 36' I I 3 I 3 4 3 4 5 8~ a:~ 38' I I 3 I 3 5 3 4 5 31: 40' I I 3 2 3 5 4 5 5 42' I 2 3 3 4 5 4 5 5 11" LOAD BEARING CANTILEVER TABLE* Roof Total Load 30paf 40pef 50pef Joist 16" 19.2" 24" 18" 19.2" 24" 111" 19.:r 24" Spacing o.c. o.c. o.c. o.c. o.c. o.c. o.c. o.c. o.c. 26' I I I I I 2 I 2 3 0 28' I I I I I 2 I 2 3 zi 30' l I I I I 3 I 3 4 f:::, u,111 32' I I 2 I 2 3 2 3 4 =~ ::II: 34' I I 2 I 2 3 2 3 4 ~~ 36' I I 2 I 2 3 2 3 4 8· 38' I I 2 I 3 4 3 3 5 a:i; 31: 40' I I 3 2 3 4 3 4 5 42' I 2 3 2 3 4 3 4 5 *(Numbers in charts refer to footnotes below). 1. No reinforcement required. 2. Web stiffeners only required both sides. Attach with minimum three 8d nails. 3. 3/,." x 48" plywood reinforcement with web stiffeners required on one side of joist connected as shown in detail. 4. 3/,." x 48" plywood reinforcement with web stiffeners required on two sides of joist connected as shown in detail. 5. Double joists as shown in alternate detail. NOTE: Web stiffeners are 1 • x 2Si1e" similar to detail D on page 3. • .. , Page 17of36 Report No. PFC-4354 ALLOWABLE HOLE CHART 5'-0" 91/2" T JI joist NOTE: A 1½" hole can be cut anywhere in the web '. I 8'-0" I I I 7'-0" . - \ -- QJ· 1 ,, ,.--r-,. ..... jl'I 11" , ......... l,f · 1 · \I L/ l·I 9" I .,I 7' 5" ,\.,' -~ 16" joist only i\ I i I 14" and 16" joist T JI joists are manufactured with 1 ½" perforated KNOCKOUTS in the web @ 12" o.c. 6'-0" Allowable hole sizes. For multiple holes space double the diameter between. Do not cut or notch flanges. For rectangular holes, multiply the allowable diameter times 0.8. ; I I I I 6'-0" . --· 5'-0" --. . .. I I i4'-1" -···· ·- 3'-;" -. - f -.. . ·---. -.. .. .. -. ~I I--- --- -- ~ ... ·- 4'-0" 3'-0" 4"" 1 F/a" T JI joist Allowable round hole sizes. For multiple holes space double the diameter between. Do not cut or notch flanges. NOTE: Rectangular holes based on measurement of longest side 9'-0" I I I I I I I 8'-0" -· -I- I I I 6'-6" .. --. -. 5'-6""" ·--·. ' -. . 4'-6" ___ ' : -------" I I ,r . -----I -I-'--~ ~ ... -12'' i ~ I ~O" r#. . --- I \ . I I ------I ! 16" joist only \ I. I I. ~4: ~nd 16"joist 11 -. ---- '' I .I. -,-1---1-- --.. Al!owable rectans;iular hole sizes. For multiple holes space -- twice the longest side between. Do not cut or notch flanges. 14" and 16" T JI joists I I Page 18 .of 36 Report No. PFC-4~54 INSTALLATION DETAILS BEAM BEARING DETAILS NOTE: Beam supports and connections to be designed for specific application. See "MICRO = LAM Lumber Design Date Table." MICRO==LA» . BEAM Clip angle _.._.., "'"-'-'-Wood in direct contact wfconcrete must be protected as required by code. BEARING @ CONCRETE WALL BEARING @ PIPE COLUMN BEARING @ WOOD COLUMN GARAGE DOOR HEADER INSTALLATION OETALS Use T JI joist along side single header for full 3½" framing. NOTE: Double trimmer required for adequate bearing on openings larger than 9' -0". JOIST DESIGN DATA 2 Pcs.-w .. • MICAO•LAM 1 lumber for full 3½" header with no extra framing required. Two piece header should be securely nailed together with 2 rows of 16d nails @ 12· o.c. NOTE: Nails installed parallel to glue lines on the narrow face shall not be spaced any closer than 4" for 10q common and 3" for 8d common. TABLE OFT JI~ JOIST PROPERTIES Et• 10l lft.2 Iba. WEIGHT WEIGHT MAX. VERTICAL SHEAR MAX. RESISTIVE MOMENT JOIST (LbaJFt.) (LbsJFt.) MICRO= (Pounds) (Foot-Lbs.) DEPTH MICRO=LAM S. PINE LAM S.PIHE I (Inches) FLANGES FLANGES FLANGES1 FLANGES2 1QO'!I, 115% 125% 1QO'!I, 115% 125% 9½ 1.9 2.3 117/s 2.0 2.4 14 2.8 3.4 16 163.0 3.6 • The following formula approximates the uniform load deflection of .1: sw,• w12 .1 = 384 El + 2.7d x 105 w = uniform load in pounds per lineal inch 1 = clear span in inches d = out-to-out depth of the joist El = value from table 1DoulgasfirMICRO = LAMLVL 2MSR lumber and MICRO = LAM LVL 170 190 285 320 550 615 745 835 805 875 1100 1100 o.c. SA\CING 12" 16" 19.2" 24" 32" 869 940 2940 3380 1006 1094 3935 4525 1265 1375 6450 7420 1265 1375 7570 8705 T Jl/25 AND T Jl/25S RESIDENTIAL FLOOR SPAN CHART JOIST DEPTH 9W 117K 18' -2" 21'-9" 16'-6" 19'-9" 15'-6" 18'-6" 14'-4" 17'-1" II' -4" 14' -4" 1. Based on floor load of 40-pound live load and 10-pound dead load. 3675 4920 8060 9460 2. Based on defleciion of U360 at live load. Spans noted are for MICRO= LAM8 flanges. Spans may be increased slightly for southern pine flanges by using the appropriate joist properties. 3. Assumes composite action with single layer of nailed plywood det:king for deflection only. NOTE: For other load conditions. refer to allowable uniform load chart. ' f Page 19 of 36 T Jl/35 JOIST JOISTD£PTH o.c. SMCING 14" 12" 24'-8" 16" 22' -5" 19.2" 21 '-1· 24" 19'-8" (4) T Jl/35 AND T Jl/35S RESIDENTIAL FLOOR SPAN CHARTS1 2 3 • TJl/35S JOIST 1r o.c. SMCING 27'-3" 12· 24'-10" 16" 23'-4" 19.2" 21 '-7"(4) 24" 1. Based on floor load of 40-pound live load and 10-pound dead load. 2. Based on deflection of U360 up to 15', 112" between 15' and 20' and U480 beyond 20'. Report No. PFC-4354 JOIST DEPTH 14" 1r 25'-6" 28' -3" 23' -2· 25'-7" 2!'-9" 24'-l" 20'-l" (4) 22' .3• (4) 3. Assumes composite action with single layer of glue-nailed plywood decking for deflection only. The plywood decking must be field glued to the joists with an approved adhesive meeting APA Specification AFG-01. Framing must be free of surface moisture, dirt, cement and other foreign materials. Adhesives must be applied in accordance with the manufacturer's instructions. One-fourth-inch-diameter beads of the adhesive are applied to each joist or blocking member, except two ¼-inch-diameter beads are applied where panels abut a joist. Tongue-and-groove joints are also glued. Spans must be reduced 5 inches where floor panels are nailed only. 4. Beyond 19' -9" web stiffeners are required on both sides of joist attached with two 8d nails where joists are continuous over intermediate support. o.c. JOIST NON-SNOW (125%) 20 PSF LIVE LOAD SMCING DEPTH 10 PSF DEAD LOAD Roof Slope Low High 12" 9½" 24'-0" 21'-7" !Fis" 28'-6" 25'-8" 16" 91i2" 21'-8" 19'-7" !Fis" 25'-10'' 23'-3" 19.2" 911i• 20'-4" 18'-4" 11 7/s" 24'-3" 21'-10" 24" 91/2" l8'-10" 17'-0'' 117/s" 22'-5" 20'-3" 32" 9½" 17'-0" 15'-5" !Fis" 20'-3" 18'-4" 48" 9½" 14'-2" 13'-l" I Fis" 15'-7" 14'-5" o.c. JOIST NON-SNOW (125%) 20 PSF LIVE LOAD SMCING DEPTH 10 PSF DEAD LOAD Roof Slope Low High 12" 91i2" 24'-9" 22'-4" I Fis" 29'-7" 26'-8" 16" 9''2" 22'-5" 20'-3" !Fis" 26'-10'' 24'-2" 19.2" 91/2" 21'-l" 19'-0" ll'/s" 25'-2" 22'-8" 24" 9112" 19'-6" 17'-7" 117/s" 23'-3" 21 '-0'' 32" 9''2" 17'-7" 15'-l l" 117/s" 21'-I" 19'-0'' 48" 9'!i" 14'-2" 13'-I" 117/s" 15' -7" 14'-5" JOIST DESIGN DATA RESIDENTIAL T Jl/25 JOIST ROOF SPAN CHARTt z 1 Spans are measured horizontally NON-SNOW (125%) 20 PSF LIVE LOAD SNOW(115%) 25 PSF LIVE LOAD SNOW(115%) 30 PSF LIVE LOAD 20 PSF DEAD LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD RoolSlope Roof Slope Roof Slope Low ·High Low High Low High 21 '-7" 19'-2" 22'-9" 20' -7" 21'-9" 19'-9" 25'-8" 22'-9" 27'-I" 24'-6" 25'-11" 23'-6" 19'-6" 17'-4" 20' -7" 18'-8" 19'-8" 17'-11" 23'-2" 20' -8" 24'-6" 22'-2" 23'-5" 21'-3" 18'-4" 16'-4" 19'-4" 17'-6" 18'-6" 16'-10" 21'-9" 19'-5" 23'-0" 20'-10" 22'-0" 20' -0" 16'-11" 15'-1" l7'-11'' 16'-3" 17'-I" 15'-7" 20' -2" 17'-II" 21'-3" 19'-3" 20'-4" 18'-6" 15'-3" 13'-7" 16'-2" 14'-8" 14'-9" 13'-10" 17'-I" 15'-2" 18'-3" 17'-0" 16'-3" 15'-3" I0'-9" 9'-7" 11'-6" I0'-9" I0'-3" 9'-8" ll'-11" I0'-8" 12'-8" l l'-10" 11'-4'' I0'-8" RESIDENTIAL T Jl/25S JOIST ROOF SPAN CHART1 2 3 Spans are measured horizontally NON-SNOW (125%) SNOW(115%) SNOW(115%) 20 PSF LIVE LOAD 25 PSF LIVE LOAD 30 PSF LIVE LOAD 20 PSF DEAD LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD RoolSlope Roof Slope Roof Slope Low High Low High Low High 22' -3" l9'-10" 23'-6" 21'-3" 22'-6" 20' .5• 26' -8" 23' -8" 28'-2" 25'-5" 26'-11" 24' -5" 20'-2" l7'-11" 21'-4" 19'-3" 20'-4" 18'-6" 24'-l" 21'-5" 25'-6" 23'-l" 24'-4" 22'-l" 18' -11" 16'-10'' 20' -0" 18'-1" 19'-l" 17'-4" 22' .7• 20'-2" 23'-11" 21'-8" 22'-10'' 20'-9" 17'-6" 15'-7" 18'-6" 16'-9" 17'-8" 16' -1" 20'-11" 18' -7" 22'-l" 20' -0" 21'-0" 19'-3" 15'-6" 13'-9'' 16'-7" 15'-3" 14' -9'' 13' -10" 17'-l" 15'-2" 18'-3" 17'-0" 16'-3" 15'-3" I0'-9" 9' -7" 11'-6" I0'-9" 10'-3" 9'-8" ll'-11" I0'-8" 12'-8" 11'-IO" I l'-4" I0'-8" SNOW(115%) 40 PSF LIVE LOAD SNOW(115%) 50 PSF LIVE LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD Roof Slope RoolSlope Low High Low High 20'-2" 18'-5" 19'-0" 17'-5" 24' -0" 21'-11" 22' -7" 20'-8" 18'-3" 16'-8" 17'-2" 15'-9" 21'-9" 19' -10'' 20'-5" 18'-8" 17'-l" 15'-8" 16'-I" 14'-9" 20'-4" 18'-7" 18'-0" 17'-3" 15'-9" 14'-6" 13'-4" 12'-10'' 17'-4" 16'-5" 14'-9" 14'-2" 12'-l" 11'-6" IO' -4• 9'-11" 13'-5" 12'-9" 11'-5" II' -0" 8'-6" 8' -I" 7'-1" 6'-10" 9'-3" 8'-9" 7'-9" 7'-5" SNOW(115%) 40 PSF LIVE LOAD SNOW(115%) 50 PSF LIVE LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD Roof Slope Roof Slope Low High Low High 20'-10" 19'-l" 19'-7" 18'-0" 24'-11" 22'-9" 23'-5" 21'-6" 18'-IO" 17'-3" 17'-9" 16'-3" 22'-7" 20'-7" 21 '-I" 19'-5" 17'-8" 16'-2" 16'-5" 15'-3" 21 '-0" 19'-4" 18' -0'' 17'-3" 15' -9'' 14'-11" 13'-4" 12'-10'' 17'-4" 16'-5" 14'-9" 14'-2" 12'-l" 11' -6" I0'-4" 9'-11" 13'-5" 12' -9'' 11'-5" 11'-0" 8'-6" 8'-1" 7'-1" 6'-10'' . 9•.3• 8'-9" 7'-9" 7'-5" · ( Footnotes on following page) Page20 of 36 RESIDENTIAL T Jl/35 JOIST ROOF SPAN CHART1 2 a Spans are measured horizontally NON-SNOW(125%) NON-SNOW(125%) NON-SNOW(115%) SNOW(115%) o.c. JOIST 20 PSF LIVE LOAD 20 PSF LIVE LOAD 25 PSF LIVE LOAD 30 PSF LIVE LOAD SPACING DEPTH 10 PSF DEAD LOAD 20 PSF DEAD LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD RoofSI-.,. Roof Slope Roof Slope RoofSlope Low High Low High Low High Low High 12" 14" 35'-5" 31'-11" 31'-11" 28'-4" 33'-8" 30'-6" 32'-2" 29'-3" 16" 39'-3" 35'-4" 35'-4" 31 '-5" 37'-3" 33'-9" 35'-8" 32'-4" 14" 14" 32'-I" 28' -11" 28'-10'' 25'-8" 30' -6" 27'-7" 29' -2" 26'-6" 16" 35'-6" 32'-0'' 31 '-11" 28'-5" 33'-9'' 30'-7" 32' -3" 29'-4" 19.2" 14" 30'-2" 27'-2" 27'-l" 24'-1" 28'-7" 25'-l l" 27'-4" 24'-10'' 16" 33'-4" 30'-1" 30'-0" 26'-8" 31'-8" 28'-8" 30'-3" 27' -6" 24" 14" 27'-IO" 25'-2" 25'-0" 22'-3" 26'-5" 24'-0" 25'-3" 23' -0" 16" 30'-10'' 27'-10" 27'-8" 24'-8" 29'-4" 26' -7" 26'-8" 25'-1" 32" 14" 25' -2" 22'-9" 21'-4" 18'-11" 22'-10" 21'-3" 20'-4" 19' -1" 16" 27'-11" 25'-2" 21'-7" 19'-3" 23'-l" 21'-6" 20' -7" 19'-4" 48" 14" 19'-6" 18'-0" 14'-10" 13'-3" 15' -10'' 14'-IO" 14'-2" 13'-4" 16" 19'-9'' 18'-3" 15' -1" 13'-5" 16'-l" 15'-I" 14'-5" 13'-6" RESIDENTIAL T Jl/35S JOIST ROOF SPAN CHART' 2 a o.c .. JOIST NON-SNOW(125%) 20 PSF LIVE LOAD NON-SNOW (125%) 20 PSF LIVE LOAD SPACING DEPTH 10 PSF DEAD LOAD 20 PSF DEAD LOAD Roof Slope Roof Slope Low High Low High 12" 14" 36'-9" 33'-l" 33'-I" 29'-5" 16" 40'-9" 36'-8" 36'-8" 32'-7" 16" 14" 33'-3" 30'-0" 29'-11" 26' -7" 16" 36'-10" 33'-3" 33' -2" 29'-6" 19.2" 14" 31'-3" 28'-2" 28'-l" 25'-0'' 16" 34' -7" 31 '-2" 31' I" 27'-8" 24" 14" 28' -11" 26'-1" 25'-11" 23'-I" 16" 32'-0" 28'-11" 28' -I" 24'-11" 32" 14" 26' -!'' 23' -7" 21'-4" 18'-11" 16" 28'-7" 26'-2" 21'-7" 19'-3" 48" 14" 19'-6" 18' -0'' 14'-10'' 13'-3" 16" 19'-9" 18'-3" 15' -I" 13'-5" 1 Roof joists to be sloped 1/8'' in 12" minimum. No camber provided. 2Maximum deflection is limited to U 180 at total load. Jlow-slope roofs are 6112 or less. High-slope roofs are greater than 6112. SNOW(115%) 25 PSF LIVE LOAD 10 PSF DEAD LOAD Roof Slope Low High 34'-11" 31'-7" 38'-8" 35'-0" 31'-7" 28'-7" 35'-0" 31'-8" 29'-8" 26'-10" 32'-10'' 29'-9" 27'-5" 24'-10'' 30'-l" 27' -7" 22'-10" 21 '-3" 23'-1" 21'-6" 15'-10'' 14'-10" 16'-l" 15'-I" •Toe values noted reflect the most restrictive of simple-span or multiple-span applications. Note: For loads not shown. refer 10 allowable uniform load chart. SNOW(115%) 30 PSF LIVE LOAD 10 PSF DEAD LOAD Roof Slope Low High 33' -5" 30'-4" 37' -0'' 33'-7" 30'-3" 27'-5" 33' -6" 30'-5" 28'-4" 25'-9" 31'-5" 28'-7" 26' -2" 23'-10'' 26' -8" 25'-I" 20' -4" 19'-I" 20' -7" 19'-4" 14'-2" 13'-4" 14'-5" 13'-6" Report No. PFC-4354 SNOW(115%) 40 PSF LIVE LOAD SNOW(115%) 50 PSF LIVE LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD RoofSlope Roof Slope Low High Low High 29'-10'' 27'-3" 28'-1" 25' -8" ,33'-I" 30'-2" 31 '-l" 28' -5" 27'-0'' 24'-8" 25'-4" 23'-3" 29' -II" 27'-4" 26'-1 l" 25' -9" 25'-4" 23'-2" 22' -7" 21 '-7" 26'-10'' 25' -6" 22'-10'' 21'-10" 21' -8" 20'-7" 18' -5" 17'-8" 21'-11" 20' -10'' 18' -8" 17'-11" 16'-8" 15'-ll" 14'-3" 13'-8" 17'-0" 16'-2" 14'-6" 13'-11" 11'-8" 11'-0" 9'-9'' 9'-3" 11'-8" 11'-0" 9'-9" 9'-3" SNOW(115%) 40 PSF LIVE LOAD SNOW(115%) 50 PSF LIVE LOAD 10 PSF DEAD LOAD 10 PSF DEAD LOAD RoofSlc)pe Roof Slope Low High Low High 31 '-0'' 28'-3" 29'-1" 26'-8" 34'-4" 31'-4" 32'-3" 29'-6" 28'-0" 25' -7" 26'-3" 24'-I" 31'-0" 28'-4" 26'-11" 25'-10'' 26'-3" 24'-0" 22' -7" 21'-7" 26' -10'' 25'-6" 22'-10" 21 '-10'' 21'-8" 20' -7" 18'-5" 17'-8" 21' -11" 20'-10'' 18'-8" 17'-11" 16'-8" 15'-11" 14'-3" 13'-8" 17' -0'' 16'-2" 14'-6" 13'-11" II' -8" 11 '-0'' 9' -9'' 9'-3" 11'-8" 11'-0" 9'-9" 9'-3" . J Page21 of 36 9112" T Jl/25 JOIST SPAN 8 7 8 U360 DEA.ECTION 588 427 31'7 FLOOR ALLOWABLE TOTAL LOAD 268 230 201 115% SLOPED SNOW 290 249 218 ROOF 125% NON-SNOW 316 271 237 1 f7tr T Jl/25 JOIST SPAN 9 10 11 I.J360 DEA.ECTION 365 286 228 FLOOR ALLOWABLE TIJTALLOAD 194 175 159 115% SLOPED SNOW 2IO 189 171 ROOF 125% NON-SNOW 229 206 186 9112" T Jl/2SS JOIST SPAN 8 7 8 U360 DEA.ECTION 599 440 330 FLOOR ALLOWABLE TOTAL LOAD 268 230 201 115% SLOPED SNOW 290 249 218 ROOF 125% NON-SNOW 316 271 237 1 f711" T Jl/25S JOIST SPAN 9 10 11 U360 DEA.ECTION 383 303 243 FLOOR ALLOWABLE TOTAL LOAD 194 175 159 115% SLOPED SNOW 210 189 171 ROOF 125% NON-SNOW 229 206 186 9 10 241 186 179 161 192 170 208 184 12 13 184 150 146 135 155 141 168 153 9 10 253 197 179 161 192 170 208 184 12 13 197 162 146 135 155 141 168 153 ALLOWABLE UNIFORM LOAD (In Pounds per Linear Foot) 11 12 13 14 15 18 146 117 95 78 64 54 146 132 121 Ill 103 92 151 138 126 116 l08 101 165 150 137 126 117 l08 14 15 18 17 18 19 124 103 87 74 63 54 124 115 107 100 94 87 130 120 112 104 98 92 141 130 121 114 107 100 ALLOWABLE UNIFORM LOAD (In Pounds per Linear Foot) 11 12 13 14 15 18 156 125 102 84 70 59 146 132 121 111 l03 92 152 138 126 116 108 101 165 150 137 126 117 109 14 15 18 17 18 19 134 112 95 81 69 60 124 115 107 100 94 85 130 120 112 104 98 92 141 130 121 114 l07 100 1 . Load capacity assumes no composite action provided by sheathing. 2. Roof joists to be sloped 11a• in 12" minimum. No camber is provided. 3. Deflection is limited to L/180 at total load for roofs. 17 46 81 91 91 20 47 79 87 94 17 50 81 94 IOI 20 52 77 87 95 4. For deflection limits of L/180, L/240, and L/360, multiply L/480 deflection loads by 2.67, 2.0, and 1.33, respectively. 5. The values noted reflect the most restrictive of simple-span or multiple-span applications. Report No; PFC-4354 18 19 20 21 22 23 24 25 39 33 29 25 22 19 17 IS 73 65 59 53 49 44 41 38 78 67 58 50 .44 39 34 JI 78 67 58 50 44 39 34 31 21 22 23 24 25 28 27 28 41 36 32 28 25 22 20 18 71 65 60 55 50 47 43 40 82 72 64 56 50 45 40 36 82 72 64 56 50 45 40 36 18 19 20 21 22 23 24 25 42 36 32 28 24 21 19 17 73 65 59 53 49 44 41 38 83 74 64 56 49 43 38 34 86 74 64 56 49 43 38 34 21 22 23 24 25 28 27 28 45 40 35 31 28 25 22 20 70 63 58 53 49 45 42 39 80 73 67 61 56 50 45 40 87 79 71 63 56 50 45 40 Page22of36 14"TJl/35JOIST SPAN 14 15 11 17 [.;480 DEFLECTION 160 135 114 98 FLOOR ALLOWABLE TOTAL LOAD 145 134 125 116 115% SLOPED SNOW 167 154 143 134 ROOF 125% NON-SNOW 181 168 156 145 16" T Jl/35 JOIST SPAN 14 15 18 17 L'480 DEFLECTION 205 174 149 128 FLOOR ALLOWABLE TOTAL LOAD 148 137 127 118 115% SLOPED SNOW 170 157 146 136 ROOF 125% NON-SNOW 185 171 159 148 14" T Jl/355 JOIST SPAN 14 15 18 17 L480 DEFLECTION 173 146 125 !07 FLOOR ALLOWABLE TOTAL LOAD 145 134 125 116 115% SLOPED SNOW 167 154 143 134 ROOF 125% NON-SNOW 181 168 156 145 16" T Jl/358 JOIST SPAN 14 15 18 17 l.;480 DEFLECTION 222 189 161 139 FLOOR ALLOWABLE TOTAL LOAD 148 137 127 118 115% SLOPED SNOW 170 157 146 136 ROOF 125% NON-SNOW 185 171 159 148 11 19 85 13 109 !03 125 I 18 136 128 11 19 111 96 111 104 128 120 139 130 18 19 92 80 109 !03 125 118 136 128 11 19 121 105 111 104 128 120 139 130 ALLOWABLE UNIFORM LOAD (In Pounds per Linear Foot) 20 21 22 23 24 25 64 56 49 44 39 35 97 92 87 83 80 76 112 106 101 96 91 87 121 115 109 104 99 93 20 21 22 23 24 25 84 74 65 58 52 46 99 93 119 84 80 77 113 107 !02 97 93 89 123 117 111 105 IOI '16 ALLOWABLE UNIFORM LOAD (In Pounds per Linear Foot) 20 21 22 23 24 25 70 62 54 48 43 38 97 92 87 83 80 76 112 106 101 96 91 87 121 115 109 104 99 95 20 21 22 23 24 25 92 81 72 64 57 SI 99 93 89 84 80 77 113 107 !02 97 93 89 123 117 111 105 IOI 96 1. Load capacity assumes no composite action provided by sheathing. 2. Roof joists to be sloped 1/a" in 12" minimum. No camber is provided. 3. Deflection is limited to U180 at total load for roofs. 21 27 31 28 73 70 83 75 83 75 28 27 41 37 74 71 85 81 92 88 21 27 34 31 73 70 84 81 91 83 28 27 46 41 74 71 85 81 92 88 4. For deflection limits of U180, LJ240, and IJ360, multiply U480 deflection loads by 2.67, 2.0, and 1.33, respectively. 5. The values noted reflect the most restrictive of simple-span or multiple-span applications. Report No, PFC-4354 28 29 30 31 32 33 34 31 25 23 21 19 17 16 IS 13 66 61 57 54 50 47 45 42 68 61 56 51 46 42 39 36 68 61 56 SI 46 42 39 36 21 29 30 31 32 33 34 35 34 31 28 25 23 21 20 18 68 66 63 61 59 56 52 49 78 75 73 68 62 57 52 48 85 82 74 68 62 57 52 48 21 29 30 31 32 33 34 35 28 25 23 21 19 18 16 15 66 61 57 54 50 47 45 42 75 68 62 56 SI 47 43 40 75 68 62 56 51 47 43 40 21 29 30 31 32 33 34 35 37 34 31 28 26 24 22 20 68 66 63 61 59 56 52 49 78 75 73 70 68 63 58 53 85 82 79 75 69 63 58 53 ' · Page 23 of 36 Report No. PFC,4354 MICRO = LAM® LUMBER DESIGN DATA MICRO = LAMJ GARAGE DOOR HEADER TABLE (For Single-story Applications) NOTE: • This table is for headers carrying roof load only. For compound loads (Le., 2nd floor and roof) refer to table below. • 'For loads in excess of those shown, refer to MICRO = LAM~ Allowable Load Table. • Deflection limited to U240 at live load or U180 at total load. • Reduction in live load for 125% load condition only, per U.B.C. Section 2306. Nonshaded portion indicates area of load on header Nonshaded portion indicates area of load on header MICRO = LAM~ GARAGE DOOR HEADER TABLE (For 'Two-story Applications) Instructions for sizing: 1. Calculate roof load (plf) by multiplying ½ truss span + 2' soffit times total load per sq. ft. ·····/\\Y(••·AU.OWA&Ut~t'-LBJ PERIJNEAFQC>T.(@lf)f••· >··••••········· 2. Calculate floor load (plf) by multiplying ½ span of floor joists times total load per sq. ft. 3. Add weight of wall (60 pit in most cases.) 4. Add roof load (plf), floor load (pit), and wall load (plf) to obtain total load (plf). 5. From chart at right, select a header that will carry the total load (pit). ···········~=~\·•· 3516 1110 796 Page 24 of 36 Report No. PFC-4354 MICRO = LAM:ID LUMBER DESIGN DATA 1. Determine supported floor joist span by adding 112 the sum of the joist spans on-both sides of the beam 2. Determine column spacing 3. From chart below, select proper beam size Nonshaded portion indicates area of load on header MICRO = LAM I FLOOR BEAM TABLE 3-9½" 2-11!~" 2-11 ¾I" 2-11 !,a" ••••••·••••••~!,I~••••···•·· • •··•·•••••·•~:11:••···• ·••• •••••••••••1~,1~·••·••••••••• :••••••••·••ltrl 1 ••·•···••••• •••••••••••••111:i•••••••••••••• 3-14 3-14" 3-14" 3-14' 3-14" 2-r6" 2-r6" 2-i'6" 2-i'6" 2-i'6" 20' 3-16" 3-16" 3-16" 3-16" 3-18" 2-re" 2-fa" 2-re" 2-i's" 3-18" 3-18" 3-18" 3-18" • Based on residential loading of 40 psi live load and 10 psi dead load. • Deflection limited to U360 at live load. • Calculations are based on continuous floor joist span and simple or continuous beam span conditions. • For applications other than shown, special engineering may be required. MICRO=LAM® WINDOW & PATIO DOOR HEADER SPAN TABLE Nonshaded portion indicates area of load on header WINDOW HEADER MAXIMUM SPAN TABLE (For One-story Application) IIOOFTOTAL LOAD 30PSF(129%1 40 PSF (115%1 50PSFl115%1 1-51/2" 4'-9" 4'-3" 3'-11" 2-5112" 6'-l" 5'-6" 5' -0· .. 1-71/4" 6'-3" 5'-7" 5'-2" -SI 2-71/4" 8'-0" 7'-2" 6'-8" -:i -; 1-91/2" 8'-6" 7'-9" 7'-4" 2-91/2" 11'-0" 10'-4" 9'-8" 1-117/s" 9'-11" 9'-2" 8'-8" 2-lPis" 12'-6" 11'-7" 10'-11" Table shows maximum span capacity of indicated members assum- ing 10-pound dead load with 36-foot roof truss with 2-foot soffit. WINDOW HEADER MAXIMUM SPAN TABLE (For Two-story Application) ROOF TOTAL LOAD 30 PSF (129%} 40 PSF(115%l 50PSF(115%l 1-51/2" 3'-1 l" 3'-2" 2'-9" 2-51/2" 5'-2" 4'-9" 4'-7" Ill 1-71/4'' 5'-2" 4'-2" 3'-7" -g 2-71/4" 6'-10" 6'-4" 6'-0" -!!! 1-91/2" 6'-9" 5'-6" 4'-9" -i 2-91/2'' 9'-9" 8'-10" 8'-3" l-ll71s" 8'-10" 8' .3• 7'-9" 2-117/s" ll'-2" 10'-7" 10'-2" Table shows maximum span capacity of indicated members assum- ing 10-pound dead load with 36-foot roof truss with 2-foot soffit. • Page 25of 36 Report No. PFC-4354 MICRO = LAM® LUMBER DESIGN DATA SIZE I¼" X 51/i" I¼" x 7¼" I¼" X 9/i" I¼" X 117/s" I¼" X 14" l¼"x 16" I¼" X 18" ALLOWABLE DESIGN STRESSES Modulus of Elasticity Flexural Stress Tension parallel to grain MAXIMUM VERTICAL SHEAR (Lbs.) 100% 115% 125% 1825 2100 2285 2410 2770 3010 3160 3630 3950 3950 4540 4940 4650 5345 5810 5320 6120 6650 5985 6880 7480 MAXIMUM RESISTIVE MOMENT (Ft.!Lba.) MOMENT OF WEIGHT 100% 115% 125% INERTIA (In.) (LbL'Ft.) 2240 2580 2800 24 2.45 3780 4350 4725 55 3.20 6300 7240 7870 125 4.25 9600 11.050 12,000 245 5.30 13.100 15,065 16,375 400 6.25 16,870 19,400 21,085 595 7.15 21,080 24,240 26,350 850 8.00 Header and beam deflection is calculated as follows: E = 2.0 X 1()6 psi A= SW/4 + 2.4W/2 384£/ EA Compression perpendicular to grain parallel to glue line Compression parallel to grain lb* = 2800 psi f, = 1850 psi le= 500psi ldl = 2700 psi I, = 285 psi W = Uniform load in pounds per linear inch. I = Span in inches. E = 2.0 X !06psi. Horizontal shear perpendicular to glue line 'For 12-inch depth: for other depth,, multiply by ( ~ ) 1/9 I = Moment of Inertia A = Cross sectional area_ •See NER·l26 for additional design information. •Assume continous lateral support MICRO= LAM® LUMBER ALLOWABLE LOAD TABLES (FLOOR) ALLOWABLE LOAD LBS./LIN. FOOT ONE • 1314" x 51/2" ONE· 131•" x 711•" ONE • 131•" x 91/2" ONE • 131•" x 117/f' ONE· 131•" x 14" ONE· 131•" x 18"1 ONE • 131•" x 18"1 DEFU!CTION ALLOWI\BLE DEFLECTION ALLOWI\BLE DEFLECTION ALLOWI\BLE DEFLECTION ALLOWI\BLE DEFLECTION ALLOWI\BLE DEFLECTION ALLOWI\BLE DEFI.ECTION ALLOWI\BLE SPAN l.l3IO TOTAL LOAD L.,380 TOTAL LOAD 1.:380 6 305 499 660 841 7 197 367 431 618 903 8 134 281 296 473 629 9 95 222 211 374 454 10 70 180 156 303 338 II 53 148 118 250 258 12 41 125 92 210 201 13 73 179 160 14 58 154 129 15 48 135 I05 16 39 118 87 17 73 18 62. 19 53 20 45 21 39 22 34 23 30 24 26 25 26 I. To size a beam for use in a floor it is necessary to check both deflection and allowable total load. 2. CHECK LOCAL CODE FOR DEFLECTION CRJTS. RIA. 3. For deflection limits of U240 and U480 multiply loads shown in U360 column by 1.5 and•. 75, respectively. 4. Make sure the selected beam will work in both columns. TOTAL LOAD L.,:JIO TOTAL LOAD L.,380 TOTAL LOAD L.,380 TOTAL LOAD L3IO TOTAL LOAD 1401 1964 2539 3192 3990 1029 1569 1995 2455 2993 788 1201 1639 1995 2394 623 837 949 1293 1295 1667 1995 504 629 769 981 1049 1350 1686 417 484 635 760 867 I085 1116 1394 350 379 534 599 728 861 937 1171 298 302 455 480 621 694 799 952 998 257 245 392 390 535 566 689 781 860 224 201 342 321 466 468 600 647 749 197 167 300 268 4IO 390 527 542 659 174 140 266 225 363 329 467 458 583 156 119 237 191 324 280 417 390 520 140 IOI 213 163 291 240 374 335 467 126 87 192 141 262 207 337 290 422 114 76 174 122 238 180 306 252 382 104 66 159 107 217 157 279 221 348 95 58 145 94 198 138 255 194 319 88 51 133 83 182 122 234 172 293 109 216 153 270 97 200 136 249 NOTE: • This table is based on uniform loads and simple spans. • Table is for one beam. When top loaded, double the values for 2 beams, ttiple for 3, etc., when properly fastened together with a minimum of 2 rows of 16d nails@ 12" o.c. • MICRO= LAM lumber beams are made without camber; therefore, in addition to complying with the deflection limits of the local Building Code, other deflection considerations should be evaluated such as ponding (positive drainage is essential) and aesthetics. • Assumes continuous lateral suppon of the top edge of beam. • Bearing area to be calculated for specific application. <t> 16" and 18" deep beams are to be used in multiple member units only. Page26 of 36 Report No. PFC-4354 ONE· 131'" x 5112" ALLOWABLE DEFLECTION TOTAL LOAD i 125% 115% Non-<II L1IO L:Z.O Snow Snow 6 458 574 624 7 393 295 422 458 8 267 201 323 351 9 190 142 255 277 10 139 104 207 225 11 105 79 171 186 12 81 61 143 156 13 64 48 122 133 14 52 39 105 l 15 15 42 31 92 100 16 35 26 81 88 17 29 22 71 78 18 19 20 21 22 23 24 25 26 27 28 29 30 NOTE: MICRO = LAM® LUMBER DESIGN DATA MICRO = LAM11 LUMBER ALLOWABLE LOAD TABLES (ROOF) (Allowable Loads Lbs./Lin. Foot) To size a beam for use in a roof structure, it is necessary to check the allowable total load column and the appropriate deflection column. ONE· 131•" x 711•" ONE -131•" x 9112" ONE -131•" x 11711" ONE· 13/•"x 14" ONE • 131•" x 16"1 ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE DEFLECTION TOTAL LOAD DEFLECTION TOTAL LOAD DEFLECTION TOTAL LOAD DEFLECTION TOTAL LOAD DEFLECTION TOTAL LOAD 125% 125% 125% 125% 125% 115% Non-115% Non-115% Non-115% Non-115% Non- l.'180 L2ol0 Snow Snow L1IO 1.2-IO Snow Snow Li1IO 1.2-IO Snow Snow l.'180 l.'2-IO Snow Snow l.'180 Li:Z.O Snow Sn- 967 1051 1611 1751 2259 2455 2920 3174 3671 3990 646 710 772 l 184 1286 1804 2494 2294 2494 2824 3069 444 544 591 906 985 1381 1501 1885 2049 2294 2494 423 317 430 467 681 716 778 1091 l 186 1489 1619 1917 2083 312 234 348 378 507 580 630 884 961 1206 1311 1552 1687 236 177 288 313 387 479 521 731 794 997 1084 1283 1395 183 138 242 263 301 403 438 569 614 667 838 91 I 1078 1172 145 109 206 224 319 239 343 373 454 523 569 714 776 919 998 117 88 178 193 257 193 296 322 367 451 490 586 615 669 792 861 95 71 155 168 211 158 258 280 301 393 427 482 536 583 690 750 79 59 136 148 174 131 227 246 334 250 345 375 401 471 512 586 606 659 66 49 120 131 146 109 201 218 280 210 306 332 338 417 454 494 537 584 56 42 107 117 123 93 179 195 237 178 273 297 286 372 405 420 479 521 47 35 96 105 105 79 161 175 203 152 245 266 327 245 334 363 360 430 467 41 30 87 95 90 68 145 158 174 131 221 240 282 211 302 328 311 388 422 35 26 79 86 78 59 132 143 151 113 200 218 244 183 274 297 270 352 383 31 23 72 78 68 51 120 130 132 99 183 199 213 160 249 271 315 236 321 349 27 20 66 72 60 45 110 119 116 87 167 182 187 141 228 248 277 207 293 319 53 40 IOI 109 102 77 153 167 166 124 209 228 244 183 270 293 47 35 93 IOI 90 68 141 154 147 110 193 210 217 163 248 270 42 31 86 93 81 60 131 142 131 98 178 194 194 145 230 250 37 28 80 86 72 54 121 132 117 88 165 180 173 130 213 231 33 25 74 80 65 49 113 123 105 79 154 167 156 117 198 215 30 23 69 75 58 44 105 114 95 71 143 156 141 105 185 201 27 20 64 70 53 40 98 107 86 64 134 146 127 95 172 187 • This table is based on uniform loads and simple spans. ONE • 131•" x 18'1 ALLOWIIIBLE Dl!Fl.£CTIOM TOTAL LOAD 115% Non- l.'180 LJ:Z.O Snow Snow 4588 4988 3441 3741 2753 2993 2294 2494 1939 2108 1603 1742 1347 1464 1147 1247 989 1075 862 937 758 823 671 729 586 599 651 503 537 584 435 485 527 379 440 478 331 401 436 292 367 398 258 337 366 306 229 310 337 273 205 287 312 244 183 266 289 220 165 247 269 198 149 231 251 180 135 215 234 • Table is for one beam. When top loaded, double the values for 2 beams. triple for 3. etc .. when properly fastened together with a minimum of 2 rows of 16d nails @ 12" o.c. • MICRO= LAM lumber beams are made· without camber; therefore, in addition to complying with the deflection of the local Building Code, other deflection considerations should be evaluated such as ponding (positive drainage is essential) and aesthetics. • Assumes continuous lateral support of the top edge of beam. • Bearing area to be calculated for specific application. 111 16" and 18" deep beams are to be used in multiple member units only. Page27of36 .... ~ ,c IO ,, C: :I 0 a. -J Ill ! MICRO = LAM HEADER/BEAM BEARING DISTANCE CHART 22 21 20 19 18 17 16 15 14 13 12 11 10 9 / ThrHPiece Beam / V '"Z / V ' "5/ / / / 7 ~·., V // '7 / ../ // / .~oy ../ / / / V."'o/ ,/ // / V ./""' / // V V ../ \V7 / I/ V V / / // V vv / // ,, / / .,,, /// V./ ../ • 7~' ~ // / ,,." ../ ~ ..... ~ \~ 8 7 /// // / _, .--\I~ 6 5 4 3 2 1 0 "/V ,,,// V /2-' ../ o'/ V ~ ~ ~ - 2 3 --.... __.... ~.....-~ -----~ i....--- ~ 4 5 6 7 Bearing Length (inches) 1 . The chart is based on 500 psi. allowable perpendicular to grain (parallel to glue-line). --- 8 2. A minimum of 1 ½ inch of bearing length is recommended. 3. Bearing across full width of a beam is assumed. 4. Assumes structural adequacy of supporting members. 9 Report No. PFC-4354 Page28 of 36 Report No. PFC-4354 TABLE NO. V-ALLOWABLE LOAD1 ON WEB MEMBERS (In Pounds) OPEN WEB TRUSSES TUBE WALL TJL TJM TJH TJ/50 TJ/60' TJW DIAMETER rrHICKNESS LOAD 3/8" 5/8" 5/8" 1" 3/4 11/4" 3/8" 5/8" 1/2" 3/4" 3/8" 5/8" (Inches) GAUGE (Inches) CONDITION Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin ¼ 19 .042 Tension 1275 ----------- Bearing 1050 1 20 .035 Tension 900 1100 ---------- Bearing 900 1100 I 19 .042 Tension 1275 1530 ----1559 1995 2079 -1275 1530 Bearing 1275 1530 1559 2598 2079 1275 1530 I 18 .049 Tension 1490 1800 --------1490 1800 Bearing 1490 1800 1490 1800 1 16 .065 Tension -2370 --------1975 2370 Bearing 2370 1975 2370 1 14 .083 Tension -3025 ---------3025 Bearing 3025 3025 Jl/s 16 .065 Tension -2370 3290 -------1975 2370 Bearing 2370 3290 1975 2370 l'/s 13 .095 Tension -3800 ---------4200 Bearing 3800 4200 I¼ 19 .042 Tension ------1559 2154 2079 2602 -- Bearing 1559 2598 2079 3118 I¼ 18 .049 Tension ------1819 2513 ---- Bearing 1819 3031 I¼ 16 .065 Tension -------3334 3217 3901 -- Bearing 4021 3217 4826 Jl/4 14 .083 Tension -------4257 4108 4854 -- Bearing 5135 4108 6162 I½ 16 .065 Tension --3290 4430 3950 ---3217 4036 -- Bearing 3290 4430 3950 3217 4826 Jl/2 14 .083 Tension ---5530 ----4108 5154 -- Bearing 5530 4108 6162 Jl/2 13 .095 Tension ---6240 -------- Bearing 6240 2 16 .065 Tension ----3950 6325 ------ Bearing 3950 6325 2 14 .083 Tension ----5050 7950 ------ Bearing 5050 7950 2 13 .095 Tension ----5770 9000 ------ Bearing 5770 9000 'Allowable load values for web members in compression shall not exceed the values set forth above and shall be further reduced where L!r controls or where allowable wood bearing controls as set forth in Table No. II. TABLE NO. VI-ALLOWABLE WOOD BEARING LOADS ON PINS1 4 ALLOWABLE LOAD (In Pounds) OPEN WEB TRUSSES TJL TJH2 TJM2 TJ/50 TJ/60 TJW ANGLE OF LOAD 3/8" 5/8" 3/4" 11/4" 5/8" 1" 3/8" 5/8" 112'' 3/4" 3/8" 5/8" TO GRAIN Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin Pin Perpendicular 720 720 1080 1620 970 1300 850 850 1010 1270 855 1075 ParalleP 1350 2940 3360 6040 2500 4800 1510 2940 1910 3940 1975 3990 !Values may be increased for duration of load. 'Values are for the pin installed in two 2-inch nominal chord members. lMinimum end distance in the direction of force shall be 12 diameters for maximum allowable stresses. "Values are for Douglas fir-larch, southern pine, hem-fir, spruce-pine-fir. and Englemann spruce-lodgepole pine ( l .8E or higher). Page29of36 Report No. PFC-4354 TABLE NO. VII-CHORD SECTION PROPERTIES AT PIN LOCATION FOR OPEN WEB TRUSSES NOMINAL NET DIMENSIONS MEMBER AT 19 PER CENT PIN NET AREA NET AREA SECTION SIZE MOISTURE DIAMETER COMPRESSION TENSION MODULUS (In lnchesl (In lnch•I (In Inch•) (Square Inches) (Square Inches) (Cubic Inches) TJL one 2x4 1-1/2 X 3-1/2 3/8 4.87 3.66 1.20 one 2x4 l-li2 X 3-1/2 5/8 3.38 2.73 1.09 TJH two 2x6 1-1/2 X 5-1/2 3/4 16.50 14.25 15.09 two 2x6 l·i/2 X 5•1/2 1-1/4 16.50 12.75 14.9S TJM two 2x4 l•l/2 X 3•1/2 5/8 10.50 8.62 6.09 two 2x4 l•l/2 X 3-1/2 1 10.50 7.50 5.98 TJ/50 2 members l·l/2 X 1.90 3/8 4.58 4.58 1.79 2 members l•l/2 X 1.90 5/8 3.83 3.83 1.74 TJ/60 2 members l·l/2 X 2.30 1/2 5.40 5.40 2.62 2 members l·l/2 X 2.30 3/4 4.6S 4.6S 2.56 TJW one2 x S 1-1/2 X 4-3/4 3/8 5.06 5.06 1.67 one2 x 5 1-1/2 X 4-3/4 518 3.83 3.83 1.56 TABLE NO. VIII-ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH FOR T JL, T JM, T JH, T J/50 AND T J/60 TRUSSES TENSION(TJM, TJH, TENSION (T JL Truss) T J/50 and T J/60 Trusses) AIPP1 LUMBER GRADE 1 TRUSS IDENTIFICATION PROFILE 3/a" Pin 5/B"Pln Other AtPP1 Other TJAAA5or Parallel6 2,550 2,440 2,150 2,200 1,900 2700f5 2.2E Pitched 2,440 2,325 TJAA5 or Parallel6 2,250 2,150 1,650 1,925 1,650 2400f52.0E Pitched 2,150 2,050 TJA5or Parallel6 1,945 1,860 1,460 1,700 1,460 2100f5 I.SE Pitched 1,860 1,770 MICRO=LAM All Laminated Profiles 2,300 2,300 2,100 2,3003 2,100 Veneer Lumber I At PP is used at drilled areas. 2Stress shown is for lumber used on edge. When loaded flatwise. Fb may be increased 18 percent. Jfor panel point spacing less than 24 inches on center, tension stress shall be reduced to 2100 psi. •3000 psi is established for a 12-inch-deep member. Values for other depths should be adjusted by multiplying by ( 12/ d)119• 5Species used are Douglas fir-larch, southern pine, hem-fir. spruce-pine-fir, and Englemann spruce-lodgepole pine. 6Also applies to tapered. COMPRESSION PARALLEL TO GRAIN (all trussas) EXTREME FIBER MOE IN BENDING X At PP Other (all trusses) 106 2,500 2,500 2,7002 2.2 1,925 1,925 2,4002 2.0 1,700 1,700 2,1002 1.8 3,000 2,550 3,0004 2.2 Page30of36 Report No. PFC-4354 TABLE NO. IX-ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH FORT JW TRUSS TENSION Atthe Pin COMPRESSION GRADE1 PROFILE 3/a"Pln 5/s"Pln Other 3/s"Pln 5/&Pin TJAAAor Paralle12 2,425 2,3.15 2,150 2.760 2,550 2700f2.2E Pitched 2,300 2,200 2,150 2,760 2,550 TJAAor Parallel' 2,140 2,040 1,650 2,430 2,245 2400f2.0E Pitched 2,030 1,940 1,650 2,430 2,245 TJAor Parallel2 1,850 1,765 1.460 2,100 1,940 2100f 1.8E Pitched 1,750 1,675 1,460 2,100 1,940 !Material may be Douglas fir-larch, southern pine, hem-fir, spruce-pine-fir and Englemann spruce-lodgepole pine. 2Also applies to tapered. TABLENO.X TRUSS JOIST ALLOWABLE REACTIONS OPEN MAX. BEARING WEB TRUSS REACTION2 AREA3 SERIES DETAIL1 (In Pounds) (Sq.In.) TJL L-1 2,910 7.0 L-2 2,910 7.0 L-3 3,000 6.25 L-4 2,300 5.20 L-5/2.25 cutoff4 3,290 8.2 L-5/3.25 cutoff• 3,5205 11.8 L-5/4.00 cutoff4 3,6655 14.5 L-6 4,510 9.7 TJ/50 50-1 5,390 16.2 50-2 10.2 TJ/60 60-1 5,390 16.2 60-2 13.8 TJM M-1 4,330 10.4 M-2 7,390 20.3 M-3 8,310 21.9 M-4 7,610 15.8 M-5 6,500 20.6 TJH H-1 9,200 23.6 H-2 9,200 29.3 H-3 12,470 24.1 TJW W-1 4,300 14.5 W-2 5,880 13.1 I Details are referenced to Figure No. 2. 2Maximum reactions are absolute limits and may not be increased. This allows for maximum bearing tolerance per the manufacturer's installation instruc- tions. Also see Footnotes 3 and 5. 3Effective area is in square inches and shall be used to determine allowable reactions based on allowable compression perpendicular to grain of the plate. "Cutoff is a minimum distance from pin to the end of the top chord. 5The maximum bearing reaction may be increased to 3.780 pounds and 3,930 pounds for the L-5/3.25 and L-5/4.00 clips, respectively, provided no bearing error (full bearing) exists. Other 2,200 2,200 1,925 1,925 1,700 1,700 CLOSEST ON-CENTER SPACING ALLOWABLE FOR NAILS IN A ROW Nall Nail Nall Closest Slza Type Gauge $peeing 8d Box !!½Ga. 4" o.c. Common IO¼Ga. 6"o.c. !Oct Box IO½Ga. 6" o.c. Common 9Ga. 6"o.c. 12d Box IO½Ga. 6" o.c. Common 9Ga. 6" o.c. 16d Box IO Ga. 6" o.c. Common 8Ga. 8" o.c. EXTREME FIBER IN BENDING (Ft,) 3,150 3,150 2,780 2,780 2,400 2,400 NAILING PATTERN TO BE PER PLANS AND SPECIFICATIONS. IN NO CASE SHALL NAIL SPACING BE MORE THAN Note: If more than one row is used, the rows must 24 INCHES O.C. IN EACH CHORD MEMBER. NAILS SHALL NOT BE LESS THAN 8 PENNY NOR GREATER THAN 16 PENNY. FIGURENO.3 be offset at least 111''. T J/50 AND T J/60 OPEN WEB TRUSS SHEATHING NAILING PATTERN MOE X 106 2.2 2.2 2.0 2.0 1.8 1.8 i ) ) Page 31 of 36 M -1 M-3 M-4 FIGUREN0.4 OPEN WEB TRUSS DETAILS1 35:8" = r:=, ~~ ,,_'~l I':: 7310" c '' 'I l1,0" TJM"S"CLIP TOP CHORD BEARING a 3,4··-10 NC SAE GRADE 5 BOLT. 5" LONG *-~ -11:16"0HOLE(TYf') 115~··~-~ TJM "Z"CLIP TOP CHORD BEARING T JM "PEDESTAL CLIP" TOP CHORD BEARING * 112' 10GA NAILS FURN BY MFR r MIN (6) NAILS EACH SIDE I { L ~7 ~1,s T JM "ANGLE CLIP" BOTTOM CHORD BEARING [2"1MIN.) lPREFERRED ~~ 5'8" ..: 2" :G SCREW r T JM "T" CLIP BOTTOM CHORD BEARING _ i--53,0·· ;1;1 ~47:8"~ / 3t4"0HOLE(TYf') ..... . · -, ,-3·8" f I / CT/Tlrr:1r' I'.' -I ';J .. t \ZJ , /,/ r_L_]jll___j s,5··-11 NC SAE GRADE 5 BOLT.2"LONG~ r:--~·t1-~ I 5=:::I L1~4., r\ \ 518" x 2" LAG SCREW). T JH "PEDESTAL CLIP" TOP CHORD BEARING T JH"Z" CLIP TOP CHORD BEARING TJH "T" CLIP BOTTOM CHORD BEARING Report No. f>FC-4354 M-5 H -1 H-2 (Continued) Page 32of 36 L-1 L-2 L-3 L-4 Report No. PFC-4354 FIGURE NO. 4-(Contlnued) OPEN WEB TRUSS DETAILS1 } :,------- TJL BOTTOM O«:RlBEARNG TJL TOP CHOIIO 8UIIING CLP 1-112• ,0 GA NAILS ~ .. ~ _lll....._SUCH- TJL 10P OIORD-8EAAtNG QJP 1·112" IO C... IIAILS . ._ ....... -.IIIIIAILSLtCHSllll. TJ/50 50 -1 TOP CHORD BEARING CLIP 10 U. NAILi l'I' '"'"· ,.1;!!1" ~=·-· ~-~ 50 -2 1:S/laZ' ':: L11a• TJ/50 IOTTOM CHORD HARING CLIP \,_ll'HIIID TJ/60 TOP CHORD IE.ARING CLIP i I j ,, J ::: j !:"-11· l '1 1 _1-111• 10 GA. NAIi.i _J.... • .. L, _ _!UIIN. l'I' IIFII. ,~---.; J. ~r-7 . . . • i . .. . 1 +. •1s 2r.~ i 60 -1 ~~ i.,.&L ___ .. ···. ~ ;;; ~.,.v. ... _ ... __ _ . . s-11z• ·-, ' : :: -,~) ----'"!' ~ ,-..,: r.-:i_,r-rl~/l" 10.A. NAILS FUIIN. l'I' Ml'II. ,U-'7-. ::~ MIN.(IINAILI UCN SIDI, .. ... ~-.1-"4_ I t -1 • ~ +• • 1 •1 ~--,. ~ r .L.~ 1----MIN. . . t ~ W7 ,..,..=. ·i L., •• 60 -2 TJ/eO IOTTOM CHORD HARING CLIP VRUIIIIIID NOTE: Structural performance of the bearing hard- ware is not dependent upon the nails used to connect the bearing hardware to the supporting structure. The connection may be considered, however, by the building designer in the design requirements of the structure. (Continued) !. •• Page33of36 Report No. PFC-4354 FIGURE NO. 4-(Continued) OPEN WEB TRUSS DETAILS1 T JLTOP CHORD NO-NOTCH CUP 73hs" :!: 11/2'' 10 GA. NAILS FURN. BY TAUS JOIST. MIN. (3) NAILS EA. SIDE. 6" I· ·I 1~1tfi¾~ WOOD PLATE W' I: (TYPICAL) ~ 14- L-SDETAILS t T JW TOP CHORD NO-NOTCH CUP 87/15" :!: 11/2'' 10 GA. NAILS FURN. BY TAUS JOIST. MIN. (3) NAILS EA. SIDE. 6" I· ·I 1~1~ WOOD PLATE 1/ ~ I : (TYPICAL) . ~ 14-· W-1 DETAILS t 1 Details are shown for top bearing conditions but may be used for bottom bearing conditions also. L-6 1-_!: 69h6'' :!: ~ f r ,ifSRJ rr f ~ WOOD PLATE (TYPICAL) T JL TOP CHORD U-BEARING CUP 11/2''. 10 GA. NAILS FURN. BY TAUS JOIST. MIN. (3) NAILS EA. SIDE. S/a" L-6DETAILS W-2 1-_!: 73/4" :!: T JW TOP CHORD U·BEARING CUP 11/2'' 10 GA. NAILS FURN. BY TAUS JOIST. MIN. (3) NAILS EA. SIDE. 5/a" f T~Tr J1---------1 ~::;.._-""' ..... WOOD PLATE (TYPICAL) W-2DETAILS Page34of36 1¼"x4Y,"x24" FASTENED WITH WIRE AT EACH END FIGURE NO. 5-LIGHT FIXTURE PROTECTION BOTTOM CHORD OF PITCHED T.J.H. Report No. PFC-4354 MICRO= LAM CONNECTOR PLATE MICRO= LAM CONNECTOR FIGURE NO. 6-TENSION CONNECTOR ' .. l Page35of36 <D © ® ;-J 10"MINIMUM ....,....,..,...~__..,._i Report No. PFC-4354 ASSEMBLY C-1. 1. DOUBLE-WOOD FLOOR. 2. T JI® JOIST OR OPEN WEB TRUSS. 3. FIXTURE PROTECTION. SEE FIGURE NO. 5. 4. 24-INCH x 48-INCH RECESSED LIGHT FIXTURE. 5. COLD-ROLLED CHANNELS. 6. 12-INCH AIR DIFFUSER. 7. USG THERMAFIBER MINERAL WOOD BLANKETS. 8. 5/a-lNCH ACCOUSTICAL PANELS 24 INCHES x 24 INCHES SUP- PORTED BY AN APPROVED EXPOSED FIRE-RATED TENSION SUSPENSION SYSTEM. ASSEMBLY C-2. 1. ¾-INCH TONGUE-AND-GROOVE PLYWOOD. 2. TWO LAYERS ½-INCH TYPE X GYPSUM BOARD. 3. T JI® JOIST OR OPEN WEB TRUSS. ASSEMBLY C-3. 1. ¾-INCH TONGUE-AND-GROOVE PLYWOOD. 2. T JI® JOIST OR OPEN WEB TRUSS. 3. 5/a-lNCH X 24-INCH X 48-INCH PANELS AND METAL SUSPENSION GRID. 4. FIXTURE PROTECTION. SEE FIGURE NO. 5. 5. ½-INCH TYPE X GYPSUM WALLBOARD. 6. 24-INCH X 48-INCH RECESSED LIGHT FIXTURE. 7. 6-INCH X 12-INCH OPENING FOR RETURN AIR. 8. 12-INCH DIAMETER DIFFUSER OPENING. 9. STEEL SUSPENSION GRID. FIGURE NO. 7 FIRE-RESISTIVE ASSEMBLY DETAILS Page 36 of 36 CD CD I II \ I z I \ I z , JOINT DETAIL FOR BUTT JOINTS PERPENDICULAR TO FRAMING MEMBERS. Report No. PFC-4354 ASSEMBLY C-4. 1. SINGLE-LAYER FLOOR OF ¾-INCH TONGUE-AND-GROOVE PLYWOOD. 2. T JI® JOIST OR OPEN WEB TRUSS. 3. NO. 26 GAUGE GALVANIZED STEEL FURRING CHANNEL IN- STALLED PERPENDICULAR TO JOISTS. FURRING CHANNELS SPACED 1 ½ INCHES FROM AND ON EACH SIDE OF WALLBOARD END JOINTS AND 24 INCHES ON CENTER AWAY FROM END JOINTS. CHANNEL SECURED TO JOISTS WITH SUPPORT CLIPS (ITEM 4) AT EACH JOIST LOCATION.AT CHANNEL SPLICES, AD- JACENT PIECES OVERLAPPED 6 INCHES AND TIED WITH DOU- BLE STRAND OF NO. 18 SWG GALVANIZED STEEL WIRE AT EACH END OF OVERLAP. 4. SIMPSON CO. TYPE CSC SUPPORT CLIPS TO BE USED TO SUP- PORT FURRING CHANNELS AT THE INTERSECTION WITH EACH JOIST. SUPPORT CLIPS NAILED. TO SIDE OF JOIST BOTTOM FLANGE WITH 1 ½-INCH-LONG NO. 11 GAUGE NAIL. 5. STABILIZER STRAP (NOT SHOWN)-¾-INCH X 6-INCH NO. 24 GAUGE GALVANIZED STEEL STRAP USED TO PREVENT ROTA- TION OF THE SUPPORT CLIPS AT WALLBOARD END JOINTS AND ALONG WALLS. 6. 1-INCH (6 PCF MINIMUM) USG THERMAFIBER MINERAL WOOD FIRE-PROOFING. 7. ½-INCH USG TYPE C FIRECODE® GYPSUM WALLBOARD. THE WALLBOARD SIDE JOINTS ARE OFFSET 8 INCHES FROM THE JOISTS CENTERLINE AND FASTENED TO THE FURRING CHAN- NELS WITH 1 INCH LONG TYPES BUGLE-HEAD STEEL SCREWS. THE SCREWS ARE LOCATED ¾ INCHES AND 6 INCHES FROM EACH WALLBOARD SIDE JOINT AND 12" O.C. IN THE FIELD. ASSEMBLY C-5. 1. DOUBLE-WOOD FLOOR. 2. T JI® JOIST OR OPEN WEB TRUSS. 3. AN APPROVED CEILING SYSTEM THAT WILL PROVIDE A 40- MINUTE FINISH RATING. ASSEMBLY C-6 1. ¾-INCH TONGUE-AND-GROOVE PLYWOOD. 2. 5/a-lNCH USG TYPE C FIRECODE® GYPSUMWALLBOARD. FAS- TENED TO RESILIENT CHANNEL WITH 1-INCH-LONG TYPE S WALLBOARD SCREWS 12 INCHES ON CENTER IN THE FIELD AND 8 INCHES ON CENTER OF BUTT JOINTS. 3. T JI® JOIST ONLY. 4. USG RC-1 CHANNEL AT 16" ON CENTER (DOUBLE OF BUTT JOINTS) FASTENED TO JOIST WITH ONE 15/a-lNCH-LONG TYPE S SCREW. 5. USG THERMAFIBER MINERAL WOOL BATTS. 6. SEE PARAGRAPH 11-C-6 FOR LIMITATIONS. ASSEMBLY C-7 1. LIGHTWEIGHT CONCRETE OR GYP-CRETE®. 2. PLYWOOD. 3. T JI® JOISTS OR OPEN WEB TRUSS. 4. ANY OF THE FIVE CEILING SYTEMS AS SPECIFIED IN C-1 THROUGH C-5. FIGURE NO. 7-(Contlnued) FIRE-RESISTIVE ASSEMBLY DETAILS I I,. SAN DIEGO GEOTECHNICAL CONSULTANTS, INC. March 9, 1988 J.H. Parish Construction 7848 Salt Lake Avenue Huntington Park, California 90255 Attention: Mr. Paul Garwood SUBJECT: GRADING PLAN REVIEW SOIL ENGINEERING & ENGINEERING GEOLOGY Job No. 05-7449-001-00-00 Log No. 8-1274 Proposed Commercial Building East 1/2 of Lot 16 Carlsbad Oaks Tract 74-21 Carlsbad, California Reference: "As-Graded Geotechnical Report, Carlsbad· Oaks Business Center, Carlsbad Tract 74-21, Lots 1 through 22, Carlsbad, California" by San Diego Geotechnical Consultants, dated November 17, 1986, Job No. 30012-10, Log No. 6-6563. Gentlemen: In accordance with your request, we are providing a grading plan review including foundation recommendations, expansion testing, and preliminary pavement sections for the subject site. We have reviewed the grading concept plan prepared by HCH and Associates. It is our opinion that the grading concept plan has been prepared in conformance with our previous recommendations provided.in reports for the Carlsbad Oaks Business Center. The foundation soil conditions are as anticipated in the referenced report. Our review indicates that sandstone and claystone of the Santiago Formation is exposed at the surface of the existing graded pad. 6455 NANCY RIDGE DRIVE• SUITE 200 • SAN DIEGO, CALIFORNIA 92121 • (619) 587·0250 J.H. Parish Construction March 9, 1988 Job No. 05-7449-001-00-00 Log No. 8-1274 Page 2 Laboratory tests performed on $oils sampled from the building pad area indicates that the existing soils exhibit a high expansion potential. The following recommendations are provided for the design of footings and slabs based on the iolls pr~sently on- site. Our recommendations are considered to be generally consistent with the standards of practice. They are based on both analytical methods and empirical methods derived from experience with similar geotechnical conditions. Reinforcement recommendations are considered the minimum necessary for the likely soil conditions and are not intended to supersede the design of the Structural Engineer or criteria of governing agencies. Conventional s-hallow foundations should be suitable for the known site conditions. No footings should straddle a transition from bedrock to fill. All footings for a given building should be founded either entirely in bedrock or entirely in compacted fill. Foundations may be designed for a maximum allowable bearing capacity of 6,000 pounds per square foot. In the event that the pad elevation is raised by the placement of compacted fill, an allowable bearing pressure of 2, 500 pounds per square foot should be used. A one-third increase for short-term wind or seismic loads may be used. Footings should be at least 12-inches wide. Exterior footings should extend a minimum of 24-inches below lowest adjacent finish grade. Continuous footings should be continuously reinforced with at least two number four bar placed both at the top of the stemwall and bottom of the footing. If the structure is to be s~pported on isolated spread footings, a moisture cut-off wall should be poured around the perimeter of the building to a depth of 24-inches below lowest adjacent finish subgrade. J.H. Parish Construction March 9, 1988 Job No. OS-7449-001-00-00 Log No. 8-1274 Page 3 Slabs should be designed by a Structural Engineer for anticipated use and loading based on a modulus of subgrade reaction of 250 kips per cubic foot for on site compacted fill soils. The following general recommendations are provide~ as a guide based on the expansion potential of on-site-soils. Slabs should be 5-inches in actual thickness and reinforced with at least 6x6-w2.4xw2.4 welding wire fabric lo_cated . .at ·-- mi dh eight. Normal capillary rise of moisture should be expected beneath slabs. The resulting vapor will pass through the concrete ~lab, and this may cause problems in areas where floor coverings are placed. To decrease these problems, suitable moisture protection should be installed. Various alternatives may be available to provide moisture protection -such as concret~ additives or toppings, and plastic moisture membranes. The appropriate manufacturing should be consulted for the application of product and associated warranties. Effectiveness of such products may be increased by using a suitable capillary break below membranes or damp proofed slabs. If a capilliary break is used the following gradational criteria is recommended for a 4-inch thick layer: 1. The maximum particle size should not exceed 3/4 inch, as placed;. 2. No more than 10 percent by weight should pass the No. 16 U.S. Standard sieve; 3. No more than 5 percent by weight, as placed, shoulrl pass the No. 200 U.S. Standard sieve; and 4. The plasticity index of the fraction p~ssing the No. 40 U.S. Standard Sieve should not exceed 4. J.H. Parish Construction March 9, 1988 Job No. 05-7449-001-00-00 Log No. 8-1274 Page 4 Slab subgrade soils should be moisture conditioned to at least S percentage points above optimum moisture content to a depth of 24-inches below slab subgrade prior to placement of concrete. The moisture content should be determined by the Soils Engineer prior to slab construction. All foundation excavations should be observed by the Soils Engineer prior to the placement of forms, reinforcement, or concrete, for determination of conformance with the intent of the recommendations herein. All excavations should be trimmed neat, level and square. All loose or unsuitable material should be removed prior to the placement of concrete. Resistance to lateral loads may be provided by a passive pressure against the vertical faces of the foundations or walls and by the frictional resistance between concrete and soil. Passive pressure for on-site bedrock may be considered to be 350 pounds per square foot per foot. A coefficient of friction for soil to concrete may be assumed to be 0.25. When combining frictional . ·-and passive resistance, the later should be reduced by one third. Based ori our past experience in the area either Type II cement should be used for concrete in contract with the subgrade soil. To decrease the potential for reaction between the concrete and high sulfate soils. The following preliminary pavement sections are recommended based on an R-value of 5 which is typical of soils found at the Business Park. J.H. Parish Construction March 9, 1988 Parking Areas (T.I. = 4.0) 3 inches Asphalt over 0/2 inches Class II Base Driving Lanes (T.I. = 5.0) 3 inches Asphalt over 10 inches Class II Base Truck Lanes (T.I. = 5.5) 3 inches Asphalt over 12 inches Class II Base Job No. 05-7449-001-00-00 Log No. 8-1274 Page 5 We recommend that the upper 8 to 12-inches of pavement subgrade soils should be scarified and moistened to near optimum conditions and compacted to 95 percent or more of maximum density (ASTM D1557). Specifications for aggregate Class II base may be selected from Section 26 of the Caltrans Standard Specifications and should have an R-value of 78 or more. We recommend that you require the Contractor or supplier to assure conformance with specifications. In addition, we recommend that testing be performed prior to placing base materials. It should be noted that testing may require 5 to 7 days. We recommend that all aggregate base be compacted to 95 percent of the maximum _laboratory density. Asphalt concrete type and class should be as required by the project specifications. As foundation and final grading plans.are completed, they should be forwarded to the Soils Engineer for review for conformance with the intent of these recommendations. J.H. Parish Construction March 9, 1988 Job No. 05-7449-001-00-00 Log No. 8-1274 Page 6 If you have any qti·estions, please feel free to contact the undersigned. Very truly yours., SAN DIEGO GEOTECHNICAL CONSULTNTS, INC. ~7.6~~ Anthony F. Belfast, P.E. C 40333 Expiration Date: 3-31-91 Principal Engineer AFB/mp Distribution: (2) Addressee Attachements: Table I, Expansion Test Results • .. TABLE I EXPANSION TEST RESULTS (UBC 29-C) Sample II Expansion Index 1 104.9 2 102.2 Expansion Potential High High TITLE 24 REPORT FOR: INDIANA PLUMBING SUPPLY CO. WEST LOKER AVE. CARLSBAD, CA. PROJECT DESIGNER: HCH & ASSOCIATES 4877 VIEWRIDGE AVE. SAN DIEGO, CA. 92123-1667 619 278-5750 OWNER: INDIANA PLUMBING SUPPLY CO. WEST LOKER AVE. CARLSBAD, CA. REPORT PRE?ARED BY: Calfax Energy Services 3662 Kat~lla Ste. 109 Los Alamitos, CA 90720 213 596-2414 -Lie. 404233 Job Number: CF/8037 Date: 2/25/1988 The NONRESIDENTIAL COMPLY 24 computer program has been used to perform the calculations summarized in this compliance report. The program has interim approval and is authorized by the California Energy Commission for use with the Second Generation Nonresidential Building Energy Efficiency Standards. i Table Of Contents for Title 24 Report Cover Page • • • • • • • • • . • • • • • • • • • • • • . • • • • • • . • • • • • • . • .. • • • • • • • • • • • • • . • • • • • 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Form CF-1 Certificate of Compliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Form MF-1 Mandatory Measures Checklist •••••••••••••••••••••••••••••• 5 Form WS-1A Energy Budgets Worksheet ••••••••••••••••••••••••••••••••• 7 Form CF-2 Envelope Summary & Worksheet ••••••.••••••••••••••••••••.•• 9 Form SCM Performance Run . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Form CF-3 Construction Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24 Form CF-4 HVAC Power Indices Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Form WS-4 HVAC System Summary Sheets •••••••••••••••••••••••••••••••• 35 Form CF-5 Lighting Summary & Worksheet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38 HVAC Zone & Space Loads Summary ••••••••••••••••••••••••••••••••••••• 39 r··· I ·. _,..,.._,_, .. -...... ~.--r~ ··----····--~---·~ ·--~-.. -----,····--···· ... ·---- CERTIFICATE OF COMPLIANCE (part 1 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 CF-1 page 3 of 44 Enforcement Age~cy Building Permit No Checked By Date --------------------------------------------------------------------------- PERFORMANCE APPROACH Roofs and Floors Roof/Ceiling Rt (CF-2,3) Ext. Floor Rt (CF-2,3) Walls Opaque Wall Rt <CF-2,3) Heat Capacity (CF-2,3) Glazing in Walls Exterior Wall Area (CF-2) Total Glazing Area <CF-2) Total Glazing Percent Average Total SC <CF-2) West Exterior Wall <CF-2) West Glazing Area <CF-2) West Glazing Percent Average West SC Glazing in Roof Skylight Area (CF-2> Lighting R-16.9 R-o. 0 R-9.5 8.8 3172 898 28.3 0.67 500 333 66.6 0.69 0 HC sf sf 'Y. SC sf sf 'Y. SC sf Energy Budget CEC Occupancy Type Conditioned Floor Area Total Number of Floors Climate Zone Energy Budget <WS-lA) Lighting Adjustment <CF-5> Energy Compliance Budget Mixed 4929 2 7 172.7 o.o 172.7 Calculated Annual Energy Consumption Approved Calculation NR COMPLY 24 Program Version Number 1.14 User License Number 1242 CEC Designation CPO 07 CEC Multiplier 1.027 Estimated Heating Cooling Fans Energy Use 0.7 21.9 14.1 (KBtu/sqft-yr) Proposed Adjusted LPD (CF-5)2.96 w/sf Adjustment Lights Receptacle 36.6 X 1.027 = 37.6 97.2 16.6 HVAC Fan Wattage Index <CF-4) 0.31 Cooling Power Index (CF-4) 30.53 Heating Power Index (CF-4) 49.72 COMPLIANCE STATEMENT Hot Water w/sf Total (SCM-3> Btuh/sf Btuh/sf 2.2 153.7 The proposed building represented in this set of compliance documentation is consistent with the other compliance forms and worksheets, with the plans and specifications and with any other calculations or computer runs submitted with this permit application. The energy performance estimate presented on this form was calculated using the approved calculation method indicated above and with the CEC established fixed and restricted engineering inputs for the applicable climate zone and occupancy type. SIGNED DESIGNER HCH & ASSOCIATES 4877 VIEWRIDGE AVE. SAN DIEGO, CA. 92123-1667 619 278-5750 Calif. License#: _________ _ ... CERTIFICATE OF COMPLIANCE (part 2 of 2) CF-1 page 4 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date Both Parts one and two of this Certificate of Compliance must be included with each building permit application for the above noted building, and appear on the plans submitted for approval. The building features and requirements represented on the Certificate of Compliance are adequate to achieve compliance with the second generation nonresidential energy standards for the building referenced above. The building features and requirements are also adequate for any subsequent alterations, modifi- cations or .additions to the building. PROJECT TITLE INDIANA PLUMBING SUPPLY CO. WEST LOKER AVE. CARLSBAD, CA. OTHER DESIGNER Name: Address: City: ____________________________ _ Signed: DOCUMENTATION AUTHOR Calfax Energy Services 3662 Katella Ste. 109 Los Alamitos, CA 90720 213 596-2414 -Lie. 404233 Signed: --~~--- OTHER DESIGNER Name: Address: -----------------·-------- City: ____________________________ _ Signed: __________________________ _ =========~================================================================= OWNER INDIANA PLUMBING SUPPLY CO. WEST LOKER AVE. CARLSBAD, CA. Signed: ---------------------· ----- ENFORCEMENT AGENCY Name: Agency: __________________________ _ City: ____________________________ _ Signed: __________________________ _ MANDATORY FEATURES CHECKLIST (part 1 of 2) MF-1 page 5 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- ENVELOPE MEASURES o Certified Insulation Materials per Sec. 2-5311(a) o Insulation Installed to meet Flame Spread and Smoke Density Requirements of Sec. 2-5311(b) o Urea Formaldehyde Foam Insulation Installed per Sec. 2-5311(c) o Retrofit Insulation specified per Sec. 2-5313 o Air Infiltration is minimized by specification of tested manufactured doors and windows and proper sealing and weatherstripping per Sec. 2-5317 LIGHTING SYSTEM MEASURES o Certified Luminaires/Ballasts per Sec. 2-5314(b) o Independent Control within enclosed Areas per Sec. 2-5319(a) o Manual Switching Readily Accesible per Sec. 2-5319(b) o Reduction of Lighting Load to at least 50¾ per Sec. 2-5319(c) (Occupancy Sensors or Programmable Timers meeting CEC Criteria may Substitute) o Separate Switching of Daylit Areas per Sec. 2-5319(d) o Separate Switching of Display and Valance Lighting in Retail/Wholesale Occupancies per Sec 2-5319(h) o Automatic Control of Display Lighting in Retail/Wholesale Occupancies per Sec. 2-5319(h) o Tandem Wiring of 1 and 3 Lamp Luminaires per Sec. 2-5319(h) OCCUPANCY SENSING DEVICES (when applicable) o Flicker Free Operation and no Premature Lamp Failure per Sec. 2-5319(e).2 o Time Delays to Prevent Undesirable Cycling per Sec. 2-5319(e).3 o Limits on Emmisions per exceptions to Sec. 2-5319(e) Reference i I MANDATORY FEATURES CHECKLIST (part 2 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES MF-1 page 6 of 44 Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- DAYLIGHTING AND LUMEN MAINTENANCE CONTROLS (when· applicable) o Uniform Illumination reduction to 50¾ per Sec. 2-5319Ce).1 o Flicker Free Operation and no Premature Lamp Failure per Sec. 2-5319(e).2 o Time Delays to Prevent Undesirable Cycling per Sec. 2-5319(e).3 o Step Switching Devices with Separation between On/Off Settings per Sec. 2-5319(e).4 o Photocell Sensors shall be Diffusing type and no Opaque Cover allowed per Sec. 2-5319(e).5 o Manufacturer's Instructions provided for Installation and Calibration per Sec. 2-5319(e).6 o Proper Installation of Controls including Sensor Location, Certification of Initial Calibration and Control of Luminaires only within Daylit Areas per Sec. 2-5319(e).8 Reference o Visible or Audible malfunction Alarm provided per Sec. 2-5319(9) ________ _ HVAC AND PLUMBING SYSTEM MEASURES o Piping Insulated as per Sec. 2-5312 o Certified HVAC Equipment per 2-5314(a) o Certified Plumbing Equipment per 2-5314(a) o Heating and Cooling Equipment efficiency per Sec. 2-5314(b) o Pilotless Ignition of Gas Appliances per Sec. 2-5314(c) o Automatic Controls for Off-Hours per Sec. 2-5315(a) o Thermostat Set Point Requirements per Sec. 2-5315(b).1 o Sequential Control of Heating and Cooling per Sec. 2-5315(b).2 o Automatic Exhaust Fan Dampers per Sec. 2-5316(b) o Thermostat Controls for Each Zone per Sec. 2-5315(b) o Ventilation Provided per Secs. 2-5316 & 2-5343 o Water Heaters for Domestic Hot Water and Pools per Sec. 2-5318 ENERGY BUDGETS WORKSHEET <part 1 of 2) WS-1A page 7 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Enforcement Agency Building Permit No ------------------Location: Carlsbad Date: 2/25/1988 Checked By Documentation: Calfax Energy Services Date CLIMATE ZONE 7 ENERGY BUDGETS Cross Floor Sectional Office Retail No Area Budget Budget -------------------------- 1 4549 136 174 2 380 157 186 BUILDING ENERGY COMPLIANCE BUDGET BY SPACE Total Budget Energy Occupancy Floor Floor <KBtu Budget Flr Space Na.me Type Area Mult Area /sqft> <MBtu> ------------------------------------------------------ 1 FIRST FLOOR EAST Retai 1 2274 X 1 = 2274 X 174 = 395.7 1 FIRST FLOOR WEST Retail 2275 X 1 = 2275 X 174 = 395.9 2 2'ND FL. OFFICE -N. W. Office 380 X 1 = 380 X 157 = 59.7 ----------- TOTALS 4929 851.2 BUILDING COMPLIANCE BUDGET 851.2 MBtu / 4929 sqft = 172.7 KBtu/sqft ENERGY BUDGETS WORKSHEET (part 2 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 WS-1A page 8 of 44 Enforcement Agency Building Permit No Checked By Date --------------------------------------------------------------------------- BUILDING ENERGY CONSUMPTION BY SPACE Total SCM Energy Energy Floor Floor Estimate Use Flr Space Name Area Mult Area (KBtu/sqft) (MBtu) -------------------------------------------------- 1 .FIRST FLOOR EAST 2274 X 1 = 2274 X 147.9 = 336.3 1 FIRST FLOOR WEST 2275 X 1 = 2275 X 157.0 = 357.2 2 2~ND FL. OFFICE -N.W. 380 X 1 = 380 X 168.7 = 64.1 ----------- TOTALS 4929 757.6 BUILDING ENERGY CONSUMPTION 757.6 MBtu I 4929 sqft = 153.7 KBtu/sqft AREA AND MATERIALS SUMMARY FORM (part 1 of 3) CF-2 page 9 of 44 ---------------------------------------------------------------------------Prciject: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services FLOOR R-VALUE Type Assembly Name --------------------------------Floor-1 Exposed Soffit w/ R-19 Average R-Value ROOF AREA BY TYPE AND ORIENTATION Type N NE E SE Date: 2/25/1988 Area R-Value ------- 119 o.oo 119 I s SW 'Enforcement Agency Building Permit No Checked By Date Area I R-Value -------o.oo -------o.oo = o.oo w NW TOTALS ---------------------------------------------------------------------------Roof-1 Roof-2 4169 380 4169 380 ---------------------------------------------------------------------------TOTALS 4549 ROOF R-VALUE Type Assembly Name Area --------------------------------Roof-1 INTERIOR PW & R-19 4169 Roof-2 SUSP.T-BAR W/R19 380 Average R-Value 4549 ROOF GLAZING AREA BY TYPE AND ORIENTATION Type NONE N NE E SE s 4549 Area I R-Value R-Value -------------- 16.67 250.05 20.68 18~38 ------- I 268.43 = 16.95 SW w NW TOTALS ----------------------------------. ----------------------------------------TOTALS 0 AREA AND MATERIALS SUMMARY FORM (part 2 of 3) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES CF-2 ------------- page 10 of 44 Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date ELEVATION AREA BY ORIENTATION N NE E SE s SW w NW Int TOTAL 2200 352 120 500 3172 OPAQUE EXTERIOR WALL/DOOR AREA BY TYPE AND ORIENTATION Type Wal-1 Wal-2 Wal-3 Wal-4 TOTALS OPAQUE Type ------ Wal-1 Wal-2 Wal-3 Wal-4 N 551 995 61 60 1668 NE E SE 352 352 EXTERIOR WALL/DOOR R-VALUE Assembly Name 8( s 87 87 SW HEAT CAPACITY Area R-Value --------------------------------- 6"CONC.-W/R11 INSUL 1157 10.34 INTERIOR 1HR. WALL -R11 995 10.65 HOLLOW METAL DOOR 61 8. 18 Solid Wood Door 60 2.22 Totals 2274 Average R-Va.lue 2274 I 240 = Average HC 20079 I 2274 = w 167 167 HC 15.3 2.2 1.3 2.4 9.48 8.83 NW Int TOTALS Area I R-Value ------- 112 93 7 27 ------- 240 1157 995 61 60 2274 Area X HC 17652 2204 79 144 ----- 20079 AREA AND MATERIALS SUMMARY FORM (part 3 of 3) CF-2 page 11 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH ~ ASSOCIATES ,. Location: Carlsbad Dccumentation: Calfax Energy Services GLAZING AREA BY TYPE AND ORIENTATION Type Wind-1 Wind-2 TOTALS GLAZING Type ------ Wind-1 Wind-2 N 508 24 532 U-VALUE AND Assembly NE E SE SC Name --------------------------GREYLITE #14 Glazing Interior Glazing Totals Date: 2/25/1988 s SW 33 33 Area U-Value ------- 874 1.35 24 1.35 898 Average U-Value 1213 I 898 = Average SC 603 I 898 = Enforcement Agency ------------------Building Permit No Checked By Date w NW 333 333 Area X SC U-Value ------- 0.69 1181 o.oo 32 ------- 1213 1.35 0.67 TOTALS 874 24 898 Area X SC 603 0 ----- 603 SCM INPUT DATA SUMMARY (part 1 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 SCM-1 page 12 of 44 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- Space Name: AREAS Exterior Wall West Glazing North Glazing Roof Door Raised Floor Slab Total Conditioned Floor R-VALUES (including inside film resistance) Wall Window Roof Door Floor HVAC SYSTEM HVAC Equipment Name (CF-4) Number of Systems Heating Equipment Type Cooling Equipment Type Water Heating Equipment Type Rated Heating Efficiency Rated Cooling Efficiency Rated Water Heating Efficiency Economizer Cooling Equipment Power Rating Fan Power Air Circulation Rate GENERAL .; Heat Capacity of Exterior Wall Lighting Power Climate Zone FIRST FLOOR EAST 1146.8 16.0 24.0 2274.0 61.2 o.o 2274.0 2274.0 10.44 0.74 16.67 8.18 o.oo D&N 585JP048080 1 Gas Fired Air Conditioner Gas Fired 0.710 8.500 0.684 No sqft sqft sqft sqft sqft sqft sqft sqft 5765 watts 533 watts 1600 CFM 10.58 3.000 watts/sqft 7 SCM INPUT DATA SUMMARY (part 2 of 2) SCM-1 page 13 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency ------------------Building Permit No Checked By Date ---------·----------------------------------------------------------------- OTHER PHYSICAL PARAMETERS Wall Absorptivity Roof Absorptivity Ceiling Height 0.70 0.70 8.0 ft Glass Framing Shading Device Overall SC SHADING COEFFICIENTS West North OVERHANGS & SIDEFINS West North SPECIAL FEATURES Daylighting Strategies SC Factor Winter Summer 0.69 0.810 Window Height Width 8.0 4.0 2.0 6.0 Overhang Height Depth 0.1 3.0 0.56 Side-Fin Distance Depth No Daylighting Controls SCM FIXED INPUT DATA SUMMARY Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 SCM-2 page 14 of 44 Enforcement Agency Building Permit No Checked By Date Space Name: Occupancy Type: FIRST FLOOR EAST Retail SCHEDULING Occupancy Level for Operational Period: Day 44.38 Y. Night 1.07 'Y. Lights/Receptacle Level for Operational Period: Day 53.26 'Y. Night 5.62 'Y. Equivalent Operational Hours per Year: Lighting Day Lighting Night Receptacle Fans Water Heater Number of Non-Operational Hours per Week: Day Night Number of Holidays per Year: Heating Season Cooling Season Thermostat Set Point Temperatures: Winter Winter Setback Summer Summer Setup PHYSICAL PARAMETERS Infiltration Rate: Slab Floor Heat Loss Rate CU-Value): INTERNAL LOADS & ENERGY -----·----------------- Receptacle Peak Load: Water Heating Energy: Occupant Sensible Load: Occupant Latent Load: Occupant Density: 3033 hours 167 hours 3250 hours 4459 hours 3248 hours 27 hours 56 hours 7 days 3 days 70 F 55 F 78 F 85 F 0.0380 cfm/sqft 0.0862 Btu/hr-sqft-F 0.50 watts/sqft 50 Btu/hr-person 315 Btu/hr-person 325 Btu/hr-person 100 sqft/person SCM ANALYSIS PERFORMANCE RESULTS SCM-3 page 15 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- Space Name: FIRST FLOOR EAST BALANCE POINT TEMPERATURES AND DEGREE DAYS ========================================== Daytime Nighttime ------------------------------BPT1 = 43.50 (Winter) BPT1 = BPT2 = 51.18 <Summer) BPT2 = BPT3 = 51.18 <Economizer) BPT3 = HDD = 0 <Heating) HDD = CDD = 3444 <Cooling) COD = BUILDING HEAT TRANSFER <Btu/hr-F) ================================= Building Envelope Heat Transfer Rate: Winter Summer Overall Heat Transfer Factor ("K"): Winter Heating Cooling Site Heating Site Cooling Site Fan Site Lighting Site Receptacle Site Hot Water Summer ANNUAL LOADS <MBtus) ==================== ANNUAL SITE ENERGY REQUIREMENTS (MBtus) ======================================= 67.33 76.17 76.17 3045 0 = = = = = = = = = = = = ANNUAL SOURCE ENERGY USE ESTIMATE <KBtu/sqft> ============================================= Source Heating Source Cooling Source Fan Total Space Conditioning Energy Sourc:e Lighting Source Receptacle Source Hot Water = = = = o.o 19.1 10.7 29.8 X 1.027 = = = = 290.5 285.7 679.4 643.9 o.o 28.2 o.o 14.5 8.1 74.5 12.6 5.4 30.6 98.3 16.6 2.4 =-=---=----==~==--=-=-----------------=------==-------------------==---=--~ TOTAL ANNUAL SOURCE ENERGY USE ESTIMATE 147. 9 f(Btu/sqft ====================-=--==--------=--------------=----------------=---=---- SCM INPUT DATA SUMMARY (part 1 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 SCM-1 page 16 of 44 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Space Name: AREAS Exterior Wall North Glazing South Glazing West Glazing West Glazing Roof Door Raised Floor Slab Total Conditioned Floor R-VALUES (including inside film resistance> Wall Window Roof Door Floor HVAC SYSTEM HVAC Equipment Name (CF-4) Number of Systems Heating Equipment Type Cooling Equipment Type Water Heating Equipment Type Rated Heating Efficiency Rated Cooling Efficiency Rated Water Heating Efficiency Economizer Cooling Equipment Power Rating Fan Power Air Circulation Rate GENERAL Heat Capacity of Exterior Wall Lighting Power Climate Zone Date FIRST FLOOR WEST D&N Air 469.8 448.0 33.0 224.0 33.0 1895.0 40.2 o.o 2275.0 2275.0 10.55 0.74 16.67 2.22 o.oo 585HB060100 1 Gas Fired Conditioner Gas Fired 0.710 9.500 0.684 No 7059 777 2000 6.27 sqft sqft sqft sqft sqft sqft sqft sqft sqft sqft watts watts CFM 3.000 watts/sqft 7 SCM INPUT DATA SUMMARY (part 2 of 2) SCM-1 page 17 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency ------------------Building Permit No Checked By Date --------------------------------------------------------------------------- OTHER PHYSICAL PARAMETERS Wall Absorptivity Roof Absorptivity Ceiling Height Glass Framing SHADING COEFFICIENTS --------------------North South West West OVERHANGS & SIDEFINS North South West West SPECIAL FEATURES Daylighting Strategies SC Factor ------------ 0.69 0.810 0.69 0.880 0.69 0.810 0.69 1.000 Window Height Width 8.0 5.5 8.0 5.5 56.0 6.0 28.0 6.0 Shading Device Winter Summer ------------ Overhang Height Depth 0.1 0.1 3.0 3.0 0.70 0.70 a.oft Overall SC 0.56 0.61 0.56 0.69 Side-Fin Distance Depth No Daylighting Controls SCM FIXED INPUT DATA SUMMARY Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 SCM-2 page 18 of 44 Enforcement Agency Building Permit No Checked By Date Space Name: Occupancy Type: FIRST FLOOR WEST Retail SCHEDULING Occupancy Level for Operational Period: Day Night Lights/Receptacle Level for Operational Period: Day Night Equivalent Operational Hours per Year: Lighting Day Lighting Night Receptacle Fans Water Heater Number of Non-Operational Hours per Week: Day Night Number of Holidays per Year: Heating Season Cooling Season Thermostat Set Point Temperatures: Winter Winter Setback Summer Summer Setup PHYSICAL PARAMETERS Infiltration Rate: Slab Floor Heat Loss Rate <LI-Value): INTERNAL LOADS & ENERGY Receptacle Peak Load: Water Heating Energy: Occupant Sensible Load: Occupant Latent Load: Occupant Density: 44.38 'l. 1.07 ¾ 53.26 ¾ 5.62 ¼ 3033 hours 167 hours 3250 hours 4459 hours 3248 hours 27 hours 56 hours 7 days 3 days 70 F 55 F 78 F 85 F 0.0380 cfm/sqft 0.0862 Btu/hr-sqft-F 0.50 watts/sqft 50 Btu/hr-person 315 Btu/hr-person 325 Btu/hr-person 100 sqft/person SCM ANALYSIS PERFORMANCE RESULTS SCM-3 page 19 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Enforcement Agency ------------------Building Permit No Location: Carlsbad Date: 2/25/1988 Checked By ------------------Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- Space Name: FIRST FLOOR WEST BALANCE POINT TEMPERATURES AND DEGREE DAYS ===================-====================== Daytime Nighttime ------------------------------BPT1 = 50.00 <Winter) BPT1 = BPT2 = 55.43 (Summer> BPT2 = BPT3 = 55.43 <Economizer) BPT3 = HOD = 0 (Heating) HDD = COD = 2112 <Cooling) CDD = BUILDING HEAT TRANSFER (Btu/hr-F> ================================= Building Envelope Heat Transfer Rate: Winter Summer Winter Summer Overall Heat Transfer Factor ("K">: Heating Cooling Site Heating Site Cooling Site Fan Site Lighting Site Receptacle Site Hot Water ANNUAL LOADS <MBtus) ==================== ANNUAL SITE ENERGY REQUIREMENTS <MBtus) ======================================= 67.92 76.08 76.08 3240 0 = = = = = = = = = = = = ANNUAL SOURCE ENERGY USE ESTIMATE <KBtu/sqft) --------=-----------==-----=--------==-==--=-- Source Heating Source Cooling Source Fan Total Space Conditioning Energy Source Lighting Source Receptacle Source Hot Water = = = = (I. 0 23.1 15.6 38~7 X 1.027 = = = = 883.9 893.2 1272.9 1251.5 o.o 35.5 o.o 17.5 11.8 74.5 12.6 5.4 39.7 98.3 16.6 2.4 =-=---c--=-=-=--=----==------------=-----------=---------------------=----- TOTAL ANNUAL SOURCE ENERGY USE ESTIMATE 157.0 KBtu/sq-ft ======================================-==================================== SCM INPUT DATA SUMMARY (part 1 of 2) SCM-1 page 20 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date Space Name: 2~ND FL. OFFICE -N.W. AREAS Exterior Wall North Glazing West Glazing Roof Door Raised Floor Slab· Total Conditioned Floor R-VALUES (including inside film resistance) Wall Window Roof Door Floor HVAC SYSTEM HVAC Equipment Name CCF-4) Number of Systems Heating Equipment Type Cooling Equipment Type Water Heating Equipment Type Rated Heating Efficiency Rated Cooling Efficiency Rated Water Heating Efficiency Economizer Cooling Equipment Power Rating Fan Power Air Circulation Rate GENERAL Heat Capacity cf Exterior Wall Lighting Power Climate Zone D~N Air 535.9 60.0 60.0 380.0 20. 1 118.5 o.o 380.0 10.52 0.74 20.68 2.22 o.oo 584HJ018040 1 Gas Fired Conditioner Gas Fired o.710 9.500 0.684 No 2100 213 600 7.38 sqft sqft sqft sqft sqft sqft sqft sqft watts watts CFM 2.500 watts/sqft 7 SCM INPUT DATA SUMMARY (part 2 of 2) SCM-1 page 21 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date --------------------------------------------------------------------------- OTHER PHYSICAL PARAMETERS Wall Absorptivity Roof Absorptivity Ceiling Height Glass Framing SHADING COEFFICIENTS --------------------_North West OVERHANGS & SIDEFINS North West SPECIAL FEATURES Daylighting Strategies SC Factor ------------ 0.69 0.880 0.69 0.880 Window Height Width 4.0 4.0 15.0 15.0 Shading Device Winter Summer ------------ Overhang Height Depth 0.70 0.70 0.0 ft Overall SC 0.61 0.61 Side-Fin Distance Depth No Daylighting Controls SCM FIXED INPUT DATA SUMMARY Project: INDIANA PLUMBING SUPPLY CO.·. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 SCM-2 page 22 of 44 Enforcement Agency Building Permit No Checked By Date --------------------------------------------------------------------------- Space Name: 2~ND FL. OFFICE -N.W. Occupancy Type: SCHEDULING Occupancy Level for Operational Period: Day Night Office 54.60 i. 3. 80 'l. Lights/Receptacle Level for Operational Period: Day 70.30 X Night 14.40 X Equivalent Operational Hours per Year: Lighting Day Lighting Night Receptacle Fans Water Heater Number of Non-Operational Hours per Week: Day Night Number of Holidays per Year: Heating Season Cooling Season Thermostat Set Point Temperatures: Winter Winter Setback Summer Summer Setup PHYSICAL PARAMETERS Infiltration Rate: Slab Floor Heat Loss Rate (U-Value): INTERNAL LOADS & ENERGY Receptacle Peak Load: Water Heating Energy: Occupant Sensible Load: Occupant Latent Load: Occupant Density: 2915 hours 359 hours 3274 hours 4518 hours 1770 hours 3'"-' ..:.. hours 46 hours 5 days 3 days 70 F 40 F 78 F 85 F 0.0284 cfm/sqft 0.0862 Btu/hr-sqft-F 0.50 watts/sqft 64 Btu/hr-person 230 Btu/hr-person 190 Btu/hr-person 250 sqft/person ~-SC~-ANALYSIS PERFORMANCE RESULTS SCM-3 page 23 of 44 -'------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Enforcement Agency ------------------Building Permit No ------------------Location: Carlsbad Date: 2/25/1988 Checked By ------------------Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- Space Name: 2'ND FL. OFFICE -N.W. BALANCE POINT TEMPERATURES AND DEGREE DAYS ========================================== Daytime Nighttime ------------------------------BPT1 = 56.82 <Winter) BPT1 = BPT2 = 62.57 (Summer) BPT2 = BPT3 = 62.57 <Economizer) BPT3 = HDD = 102 (Heating> HDD = CDD = 736 <Cooling> CDD = BUILDING HEAT TRANSFER (Btu/hr-F) ================================= Building Envelope Heat Transfer Rate: Winter Summer Overall Heat Transfer Factor ("K">: Winter Heating Cooling Site Heating Site Cooling Site Fan Site Lighting Site Receptacle Site Hot Water Summer ANNUAL LOADS <MBtus) ==================== ANNUAL SITE ENERGY REQUIREMENTS (MBtus) ======================================= 66.96 74.65 74.65 2927 1 = = = = = = = = = = = = ANNUAL SOURCE ENERGY USE ESTIMATE <KBtu/sqft> ============================================= Source Heating Source Cooling Source Fan Total Space Conditioning Energy Source Lighting Source Receptacle Source Hot Water = = = = 8.6 31. 1 25.9 65.7 X 1.027 = = = = 191.8 193.7 417.0 401.1 2.1 5.3 3.3 3.9 3.3 10.6 2.1 0.3 67.5 83.8 16.8 0.7 =============================================-============================= TOTAL ANNUAL SOURCE ENERGY USE ESTIMATE 168.7 KBtu/sqft =====================================---=================================== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 24 of 44 ----------~----------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Assembly Name: Solid Wood Door Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Construction Components Date Th R-Value Fr (in) Summer Winter ---------------------------------------------------------------------------1. Hardwood, Maple 2. Inside Air Film 3. 4. 5. 6. 7. a. 9. 10. 11. Framing Percentage: Framing Material: o.o ¼ NONE 1. 750 Total 1.54 0.68 2.22 1.54 0.68 2.22 OVERALL VALUES ADJUSTED FOR FRAMING R-Value U-Value 2.22 0.4505 2.22 0.4505 Sketch of Construction Assembly ====== ====== Absorptivity: Roughness: Clear Pine Weight: Heat Capacity: 0.70 6.1 lb/sqft 2.39 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 25 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Assembly Name: HOLLOW METAL DOOR Assembly Type: Door Assembly Tilt: 90 deg (Vertical) Construction Components 1. Steel 2. Insulation, Polystyrene, Smooth Skin 3. Steel 4. Inside Air Film 5. 6. 7. 8. 9. 10. 1 1. Framing Percentage: Framing Material: o.o 'Y. NONE Date Th R-Value Fr (in) Summer Winter 0.125 o.oo o.oo 1. 500 7.50 7.50 0.125 o.oo o.oo 0.68 0.68 Total 8.18 8.18 OVERALL VALUES ADJUSTED FOR FRAMING Sketch of Construction Assembly Absorptivity: Roughness: Clear Pine Weight: Heat Capacity: 0.70 10.4 lb/sqft 1.29 R-Value U-Value 8.18 0.1222 ====== 8.18 0.1222 ====== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 26 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date --------------------------------------------------------------------------- Assembly Name: GREYLITE #14 Glazing Assembly Type: Glazing Assembly Tilt: 90 deg <Vertical> Construction Components 1. GREYLITE #14 2. Inside Air Film 3. 4. 5. 6. 7. 8. 9. 10. 11. Framing Percentage: Framing Material: o.o 'l. NONE Sketch of Construction Assembly Shading Coefficient: Visible Transmittance: 0.69 0.84 Th R-Value Fr (in) Summer 0.250 Total 0.06 0.68 0.74 Winter 0.06 0.68 0.74 OVERALL VALUES ADJUSTED FOR FRAMING R-Value U-Value 0.74 1.3509 ====== 0.74 1. 3509 ====== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 27 of 44 ------------------------------------------------------------------·--------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency ------------------Building Permit No Checked By Date --------------------------------------------------------------------------- Assembly Name: INTERIOR 1HR. WALL -R11 Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Construction Components Th R-Value Fr (in) Summer Winter ---------------------------------------------------------------------------1. Inside Air Film 2. Gypsum or Plaster Board 3. Insulation, Mineral Wool, R-11 4. ~ypsum or Plaster Board 5. Inside Air Film 6. 7. a. 9. 10. 11. Framing Percentage: 21. 0 'Y. * Total 0.68 0.68 0.625 0.56 0.56 3.500 11.00 11.00 0.625 0.56 0.56 0.68 0.68 13.48 13.48 Framing Material: Softwood, Douglas Fir-Larch Calculation for Framing Adjustment Summer U-Value 0.0742 X 0.79 + 0.1681 X 0.21 = 0.0939 Winter U-Value 0.0742 X 0.79 + 0.1681 X 0.21 = 0.0939 OVERALL VALUES ADJUSTED FOR FRAMING R-Value U-Value 10.65 0.0939 10.65 0.0939 Sketch of Construction Assembly ====== ====== Absorptivity: Roughness: Stucco, Weight: Heat Capacity: o.7o Wood Shingles 7.5 lb/sqft 2.21 CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 28 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date -------------------------------------------~ ------------------------------- Assembly Name: SUSP.T-BAR W/R19 Assembly Type: Roof Assembly Tilt: 0 deg (Horizontal Roof) Construction Components 1. Inside Air Film 2. Insulation, Mineral Wool, R-19 3. Acoustical Tile, Mineral Fiberboard 4. Inside Air Film 5. 6. 7. 8. 9. 10. 11. Framing Percentage: 20.0 X Framing Material: Steel Th R:.-Value Fr (in) Summer 0.92 6. ()00 1 9 • 00 * 0.500 1.35 0.92 Total 22.19 Winter 0.61 19.00 1.35 0.61 21.57 OVERALL VALUES ADJUSTED FOR FRAMING Sketch of Construction Assembly Absorptivity: Roughness: Concrete, Asph. Weight: Heat Capacity: 0.70 Shingles 5. 1 lb/sqft o. 67 . R-Value U-Value 20.99 0.0476 ====== 20.37 0.0491 ====== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 29 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH ~ ASSOCIATES Enforcement Agency ------------------Building Permit No ------------------Location: Carlsbad Date: 2/25/1988 Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- Assembly Name: Exposed Soffit w/ R-19 Assembly Type: Floor Assembly Tilt: 180 deg (Horizontal Floor) Construction Components Th R-Value Fr (in) Summer Winter ---------------------------------------------------------------------------1. Siding, Plywood 3/8" Lapped· 2. Insulation, Mineral Wool, R-19 3. 4. 5. 6. 7. 8. 9. 10. 11. Framing Percentage: Framing Material: o.o % NONE 0.375 0.59 * 6.000 19.00 Total 0. (H) 0.59 19.00 o.oo OVERALL VALUES ADJUSTED FOR FRAMING Sketch of Construction Assembly Absorptivity: Roughness: Concrete, Weight: Heat Capacity: 0.70 Asph. Shingles 0.0 lb/sqft o.oo R-Value U-Value o.oo 0.0000 ====== o.oo 0.0000 ====== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 30 o-f 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services Date: 2/25/1988 Enforcement Agency Building Permit No Checked By ------------------Date --------------------------------------------------------------------------- Assembly Name: Interior Glazing Assembly Type: Glazing Assembly Tilt: 90 deg <Vertical) Construction Components Th R-Value Fr (in> Summer Winter --------------------------------------------------------------------------- 1. CEC Single Glazing 2. Inside Air Film . 3. 4. 5. 6. 7. a. 9. 10. 11. Framing Percentage: Framing Material: o.o 'Y. NONE Sketch of Construction Assembly Shading Coefficient: Visible. Transmittance: o.oo 0.84 0.250 Total 0.06 0.68 0.74 0.06 0.68 0.74 OVERALL VALUES ADJUSTED FOR FRAMING R-Value U-Value 0.74 1.3509 ====== 0.74 1.3509 ====== CONSTRUCTION ASSEMBLY COMPLIANCE FORM CF-3 page 31 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date Assembly Name: INTERIOR PW & R-19 Assembly Type: Roof Assembly Tilt: 22 deg (Tilted Up) Construction Components Th R-Value Fr (in) Summer Winter --------------------------------------------------------------------------- 1. Inside Air Film 2. 5/811 Plywood 3. Insulation, Mineral Wool, R-19 4. Gypsum or Plaster Board 5. Inside Air Film 6. 7. 8. 9. 10. 11. Framing Percentage: 21.0 % * Total 0.92 0.61 0.625 0.78 0.78 6.000 19.00 19.00 0.625 0.56 0.56 0.92 0.61 22.18 21.56 Framing Material: Softwood, Douglas Fir-Larch Calculation for Framing Adjustment Summer LI-Value 0.0451 X 0.79 + 0.1096 X 0.21 = 0.0586 Winter LI-Value 0.0464 X 0.79 + 0.1176 X 0.21 = 0.0613 OVERALL VALUES ADJUSTED FOR FRAMING R-Value LI-Value 17.06 0.0586 16.31 0.0613 Sketch of Construction Assembly ====== ====== Absorptivity: Roughness: Smooth Weight: Heat Capacity: 0.70 Plaster, Metal 8.3 lb/sqft 2.66 CONSTRUCTION ASSEMBLY COMPLIANCE FORM Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES . Location: Carlsbad Documentation: Calfax Energy Services Assembly Name: 6"CONC.-W/R11 INSUL Assembly Type: Wall Assembly Tilt: 90 deg (Vertical) Construction Components Date: 2/25/1988 CF-3 page 32 of 44 Th Enforcement Agency Building Permit No Checked By Date R-ValLte Fr (in) Summer Winter ---------------------------------------------------------------------------1. Concrete, 140 lb, Not Dried 2. Insulation, Mineral Wool, R-11 3. Gypsum or Plaster Board 4. Inside Air Film 5. 6. 7. 8. 9. 10. 11. 5.500 0.44 * 3.500 11.00 0.500 0.45 0.68 0.44 11.00 0.45 0.68 --------------------------------------------------------------------------- Total Framing Percentage: 14.4 % Framing Material: Softwood, Douglas Fir-Larch 12.57 12.57 Calculation for Framing Adjustment Summer LI-Value 0.0796 X 0.86 + 0.1986 X 0.14 = 0.0967 Winter LI-Value I t· 0.0796 X 0.86 + 0.1986 X 0.14 = 0.0967 OVERALL VALUES ADJUSTED FOR FRAMING ' -------------------------------Sketch of Construction Assembly Absorptivity: Roughness{ Concrete, Weight: Heat Capacity: 0.70 Asph. Shingles 67.9 lb/sqft 15.26 R-Value U-Value 10.34 0.0967 ====== 10.34 0.0967 ====== HVAC POWER INDICES SUMMARY FORM (part 1 of 2) CF-4 page 33 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services FAN ENERGY No. HVAC System Sys BHP -----------------------D&N 585JP048080 <Fan 1) 1 X 0.50 D&N 585HB060100 (Fan 1 > 1 X o.75 D&N 584HJ018040 (Fanl) 1 X 0.20 Date: 2/25/1988 Motor Drive Eff. Eff. ---------- I C0.70 X 1.00] I C0.72 X 1. OOJ I C0.70 X 1.00] FAN WATTAGE INDEX 1523 watts/ 4929 sqft X X X = Enforcement Agency Building Permit No Checked By Date Conv No. Fan Fact Fans Watts ----- 746 X 1 = 533 746 X 1 = 777 746 X 1 = 213 ------ Total 1523 0.309 watts/sqft HVAC POWER INDICES SUMMARY FORM (part 2 of 2) Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES CF-4 page 34 of 44 Location: Carlsbad Date: 2/25/1988 'Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date HEATING EQUIPMENT System No. Design Equip Conv. Source Description Type Sys Output Eff Factor (Btu/hr) -------------------------------------------------------- D&N 585JP048080 Gas Fired 1 X 63000 I 0.71 X 1.000 = 88732 D&N 585HB060100 Gas Fired 1 X 79000 I 0.71 X 1.000 = 111268. D&N 584HJ018040 Gas Fired 1 X 32000 I 0.71 X 1.000 = 45070 -------- Total 245070 HEATING POWER INDEX 245070 Btu/hr I 4929 sqft = 49.72 Btu/hr-sq ft COOLING EQUIPMENT System No. Design Equip .Conv. Source Description Type Sys Output Eff Factor <Btu/hr) -------------------------------------------------------- D&N 585JP048080 Air Cond 1 X 49000 I 8.50 X 10.239 = 59025 D&N 585HB060100 Air Cond 1 X 60000 I 8.50 X 10.239 = 72275 m-<N 584HJ018040 Air Cond 1 X 17800 I 9.50 X 10.239 = 19185 -------- Total 150485 COOLING POWER INDEX 150485 Btu/hr/ 4929 sqft = 30.53 Btu/hr-sqft HVAC SYSTEM SUMMARY SHEET Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services HVAC Equipment Name: HEATING System Type: Output Capacity: Rated Efficiency: Supply Air Temperature: COOLING System Type: Total Output Capacity: Sensible Output Capacity: Latent Output Capacity: Rated Efficiency: Input Power Rating: Coil Bypass Factor: Economizer: Supply Air Temperature: FANS Supply Air CFM: Fan Type: Fan Multiplier: Brake Horsepower: Motor Efficiency: Drive Efficiency: DUCTS ------- Supply Duct Heat Gain: Return Duct Heat Gain: Supply Duct Air Leakage: Return Duct Air Leakage: _ WS-4 page 35 of 44 Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date · D&N 585JP048080 Air Gas Fired 63000 Btu/hr 0.710 115.0 F Conditioner 49000 Btu/hr 35600 BtLt/hr 13400 Btu/hr 8.500 5765 watts 0.100 No 55.0 F 1600 c:fm Blow-Through 1 0.50 70. 0 'Y. 100.0 ¾ 1. 0 'Y. 1.0 'Y. 2.0 'Y. 2.0 'Y. HVAC SYSTEM SUMMARY SHEET Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH ~ ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services HVAC Equipment Name: HEATING System Type: Output Capacity: Rated Efficiency: Supply Air Temperature: COOLING System Type: Total Output Capacity: Sensible Output Capacity: Latent Output Capacity: Rated Efficiency: Input Power Rating: Coil Bypass Factor: Economizer: Supply Air Temperature: FANS Supply Air CFM: Fan Type: Fan Multiplier: Brake Horsepower: Motor Efficiency: Drive Efficiency: DUCTS ------- Supply Duct Heat Gain: Return Duct Heat Gain: Supply Duct Air Leakage: Return Duct Air Leakage: WS-4 page 36 of 44 Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date · D&N 585HB06010<) Air Gas Fired 79000 Btu/hr 0.710 115.0 F Conditioner 60000 Btu/hr 44000 Btu/hr 16000 Btu/hr 8.500 7059 watts 0.100 No 55.0 F 2000 cfm Blow-Through 1 0.75 72.0 '¼ 100.0 % 1.0 '¼ 1.0 % 2.0 '¼ 2.0 % 1--. HVAC SYSTEM SUMMARY SHEET Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services HVAC Equipment Name: HEATING System Type: Output Capacity: Rated Efficiency: Supply Air Temperature: COOLING System Type: Total Output Capacity: Sensible Output Capacity: Latent Output Capacity: Rated Efficiency: Input Power Rating: Coil Bypass Factor: Economizer: Supply Air Temperature: FANS Supply Air CFM: Fan Type: Fan Multiplier: Brake Horsepower: Motor Efficiency: Drive Efficiency: DUCTS ------- Supply Duct Heat Gain: Return Duct Heat Gain: Supply Duct Air Leakage: Return Duct Air Leakage: WS-4 page 37 of 44 Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Date ·D&N 584HJ018040 Air Gas Fired 32000 Btu/hr 0.710 115.0 F Conditioner 17800 Btu/hr 13000 Btu/hr 4800 Btu/hr 9.500 2100 watts o. 100 No 55.0 F 600 cfm Draw-Through 1 0.20 70.0 Y. 100.0 Y. · 1. 0 ¾ 1. 0 ¾ 2.0 ¾ 2.0 ¾ LIGHTING SUMMARY AND WORKSHEET Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES CF-5 page 38 of 44 Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services INSTALLED LIGHTING POWER BY SPACE Floor Space Na.me Area --------------------------- FIRST FLOOR EAST 2274 FIRST FLOOR WEST 2275 2'ND FL. OFFICE -N.W. 380 BUILDING LIGHTING WATTAGE Vert Horiz Mult Mult ----- X 1 X 1 = X 1 X 1 = X 1 X 1 = TOTALS 14597 watts/ Date Total Floor Lighting Installed Area (watts/sqft) wattage --------------------------2274 X 3.000 = 6822 2275 X 3.000 = 6825 380 X 2.500 = 950 --------------4929 14597 4929 sqft = 2.961 watts/sqft .. • HVAC ZONE HEATING & COOLING LOAD SUMMARY Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES page 39 of 44 Enforcement Agency Building Permit No Location: Carlsbad Date: 2/25/1988 Checked By · Documentation: Calfax Energy Services HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE FIRST FLOOR EAST PEAK (Jan 6pm) TOTAL SPACE LOAD Bypass Ventilation Air < Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain 45 cfm) EFFECTIVE SPACE LOAD Ventilation < 409 cfm) Return Duct Conduction Return Duct Leakage Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS HEATING 20796 20796 1601 208 416 0 23020 14408 230 460 -1819 36300 63000 Date ZONE #1 -EAST D&N 585JP<)48080 1 Title-24 Office Heating Title-24 Office Cooling T-24 Office Fans COINCIDENT 50 'Y. COOLING PEAK SENSIBLE LATENT -------------- <Jul 4pm) 34900 7390 -------------- 34900 7390 ( 45 cfm) 200 -50 349 698 148 0 -------------- 36147 7489 ( 409 cfm) 1801 -446 361 723 150 1819 -------------- A0851 7193 3.4 tons 0.6 tons 35637 15527 3.0 tons 1.3 tons SPACE HEATING & COOLING LOAD SUMMARY page 40 of 44 ------~--------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Glass Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS SUPPLY AIR QUANTITIES HEATING Jan 6pm 70 F DB 38 F DB Btu/hr 3459 1406 235 4417 0 0 6040 0 5239 20796 Btu/hr Date FIRST FLOOR EAST COOLING SENSIBLE LATENT -------- Jul 4pm 78 F DB 82 F DB Btu/hr ------ 683 98 66 3875 0 0 0 0 835 14419 7761 7163 34900 Btu/hr 2.9 tons ------ 50 ¾ RH 66 F WB Btu/hr ------ 0 7390 7390 Btu/hr 0.6 tons Heating: Cooling: 20796 Btu/hr/ [1.10 * (115 F Supply -70 F TStat>J = 420 cfm 34900 Btu/hr/ C1.10 * ( 78 F TStat -55 F Supply)]= 1379 cfm i I • HVAC ZONE HEATING & COOLING LOAD SUMMARY Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 page 41 of 44 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE FIRST FLOOR WEST PEAK (Jan 6pm) TOTAL SPACE LOAD Bypass Ventilation Air < Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain 46 cfm) EFFECTIVE SPACE LOAD Ventilation < 410 cfm) Return Duct Conduction Return Duct Leakage~ Return Fan Heat Gain TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS HEATING 42850 42850 1602 429 857 0 45738 14414 457 915 -2652 58872 79000 Date ZONE #2 -WEST D&N 585HB06<)100 1 Title-24 Office Heating Title-24 Office Cooling T-24 Office Fans COINCIDENT 50 ¾ COOLING PEAK SENSIBLE LATENT -------------- (Jul 4pm) 54551 7394 -------------- 54551 7394 ( 46 cfm) 200 -50 546 1091 148 0 -------------- 56387 7492 ( 410 cfm) 1802 -446 564 1128 150 2652 -------------- 62533 7196 5.2 tons 0.6 tons 44045 18604 3.7 tons 1.6 tons ' .. SPACE HEATING & COOLING LOAD SUMMARY page 42 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services Date --------------------------------------------------------------------------- SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Glass Conduction Door Conduction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants SPACE LOADS SUPPLY AIR QUANTITIES HEATING Jan 6pm 70 F DB 38 F DB Btu/hr 1403 25945 538 3681 0 0 6042 0 5242 42850 Btu/hr FIRST FLOOR WEST COOLING SENSIBLE LATENT -------- Jul 4pm 78 F DB 82 F DB Btu/hr ------ 279 1781 146 3190 0 0 0 0 19970 14253 7765 7166 54551 Btu/hr 4.5 tons ------ 50 'Y. RH 66 F WB Btu/hr ------ 0 7394 7394 Btu/hr 0.6 tons Heating: Cooling: 42850 Btu/hr/ C1.10 * (115 F Supply -70 F TStat>J = 866 cfm 54551 Btu/hr/ C1.10 * < 78 F TStat -55 F Supply)]= 2156 cfm r I • HVAC ZONE HEATING & COOLING LOAD SUMMARY page 43 of 44 ---------------------------------------------------------------------------Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Date: 2/25/1988 Enforcement Agency Building Permit No Checked By Documentation: Calfax Energy Services HVAC ZONE DESCRIPTION HVAC Zone Name: HVAC System Name: System Multiplier: Heating Schedule: Cooling Schedule: Fan Schedule: Sizing Method: Relative Humidity: SPACES IN THIS ZONE 2,ND FL. OFFICE -N.W. PEAi< <Jan 6pm) TOTAL SPACE LOAD Bypass Ventilation Air ( Supply Duct Conduction Supply Duct Leakage Supply Fan Heat Gain 8 cfm) EFFECTIVE SPACE LOAD Ventilation < Return Duct Conduction Return Duct Leakage Return Fan Heat Gain 68 cfm) TOTAL SYSTEM LOAD SYSTEM PERFORMANCE AT DESIGN CONDITIONS HEATING 7559 7559 268 76 151 -727 7326 2408 73 147 0 9953 32000 Date ZONE #3 -2,ND ~LOOR D&N 584HJ018040 1 Title-24 Office Heating Title-24 Office Cooling T-24 Office Fans COINCIDENT 50 'Y. COOLING PEAi< SENSIBLE LATENT -------------- (Jul 4pm) 11417 969 -------------- 11417 969 ( 8 cfm) 33 -8 114 228 19 727 -------------- 12520 980 ( 68 cfm> 301 -74 125 250 20 0 -------------- 13197 925 1. 1 tons 0.1 tons 13013 5573 1. 1 tons 0.5 tons • 1'-' ., . SPACE HEATING & CODLING LOAD SUMMARY Project: INDIANA PLUMBING SUPPLY CO. Designer: HCH & ASSOCIATES Location: Carlsbad Documentation: Calfax Energy Services SUMMARY OF PEAK HOUR LOADS FOR SPACE Space Name: DESIGN CONDITIONS Peak Hour: Indoor Conditions: Outdoor Conditions: LOAD COMPONENT Wall Conduction Glass Conduction Door Condu·ction Roof Conduction Skylight Conduction Floor Conduction Slab Conduction Interior Conduction Infiltration Solar Gain Lighting Equipment Occupants HEATING Jan 6pm 70 F DB 38 F DB Btu/hr 1604 4219 269 592 0 0 0 0 876 Date: 2/25/1988 page 44 of 44 Enforcement Agency Building Permit No Checked By Date 2~ND FL. OFFICE -N.W. COOLING SENSIBLE LATENT Jul 4pm 78 F DB 82 F DB Btu/hr 330 340 78 288 0 0 0 0 5986 2129 1297 969 50 'Y. RH 66 F WB Btu/hr 0 969 SPACE LOADS 7559 Btu/hr 11417 Btu/hr 1.0 tons 969 Btu/hr 0.1 tons SUPPLY AIR QUANTITIES Heating: Cooling: 7559 Btu/hr/ [1.10 * (115 F Supply -70 F TStat)J = 11417 Btu/hr/ Cl.10 * < 78 F TStat -55 F Supply)J = 153 cfm 451 cfm ~ II) z 2 ~ ; lrl a EW!?- I ' ,. USE BALL POINT PEN ONLY & PRESS HARO I CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. I[ 8 IIC ~ .,J 3 I w z ~ z 0 ~ z w Q. ~ (,J !I> IIC w ¥: IIC i ~l z LLI _, O I hereby affirm that I am llcansed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the BusineH and Profeeeions Code, and my license is in full force _and affect I ll<reby amrm that I am exempt 1,om the Contrac-tor's License Law tor the following reason (Sec 7031.5 Business and Professions Code:. Any ~1ty or county wh1cl'l re· quires a permit to construct, alter, 1mprove, demolish. or repatc any structure, prior to its issuance also requnes !heap- plicant for such permit to file a signe(J statement that he 1s hcensed pursuant to the provisions of the Contractor's L,_cense law (Chapter 9 commencing with Section 7000 of OMSIOn 3 of the Business and Protess1o~s Code) or that 1s ex-empt therefrom and the basis !or the allegeo exemphon Any v1olat1on of Section 7031.5 by an applicant tor a perm1t sub· jects the applicant ro a civil penalty of not more than five hun- dred dollars ($500) ' j I ' I ) I ' ' I , I ' ~ I ' i I I. as owner of the property,~qr my employees with wages as their srne compensation. will do the work. and the struc· ture 1s not intended Of o1fered for sale iSec. 7044, Business and Professiom Code: The Contractor's Lrcense Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own em~ees, provided that such improvements are not intenl1-W ~de~[ 1~,~~1~ct~fr~i~a:rie ~ea~0;~:p:fo~~~i~°2w~e~~[;~~:~ 1 will nave the burden of proving tnat he did not build or im-I prove tor the purpose of sale). • l I I I, as owner qt the property, am exclusively contracting l with licensed contractors to construct the project (Sec. 7044, Susiness and Professions Code: "The Contractor's license Law does not, apply to an owner of .property who ~uilds or im· proves thereon, and who contracts for each pro1ects with a contractor(s) license pursuant to the Contractor's license Law) !l As a h~meowner I am improving my home, and the follow-ing conditions exist: 1. The work is being performed prior to sale 2. I have lived Jn my hOme (9f. twelve months prior to completion of this work 3. I have not claimed this exemption dunng the last three years. D tam exempt under Sec ________ , B & P_c_ for this reason ~ I • 0 I hereby affirm that I have a certifieate of consent to self-insure, or a certificate of Workers· Compensation In- surance. or a certified copy thereof (Sec. 3800. Labor Code) I, POLICY NO, COMPANY ~ Copy ts filed with the city D Certified copy is hereby furnished CERTIFICATE OF EXEMPTION FROM ,\ WORKERS' COMPENSATION INSURANCE ( (This ;=~~~i:;~~~;~~ b;0~1~~p(I:~~) l:rt~=s~~fmit l D I Certify'that in the performance of the work for which I this permit Is issued. I shall not employ any person in any J manner so as to become subject to the Workers· Compen-:! QTY.I PLUMBING PERMIT -ISSUE EACH FIXTURE TR4P EACH BUILDING SEWER EACH WATER HEATER AN01DR VENT EACH GAS SYSTEM l TO 4 OUTLETS EACH GAS SYSTEM 5 OR MORE EACH INSTAL, ALTER, REPAIR WATER PIPE EACH VACUUM BREAKER WATER SOFTNER EACH ROOF DRAIN (INSIDE! TOTAL PLUMBING QTY, ELECTRICAL PERMIT -ISSUE NEW CONST EA AMP SWT BKR 1 PH 3 PH EXIST BLDG EA AMPISWT 'BKR 1 PH 3 PH REMODEL ALHR PER CIRCUIT TEMPPOLE 200AMPS sation Laws of California. t OVER 200 AMPS NOTICE TO APPLICANT: If, after making this Certificate ( QTY, ,S.C;O QTY_ vO NO REDEVELOPMENT AREA YO ND YO NO INSTALL FURN_ DUCTS UP TD 100,000 BTU BOILER/COMPRESSOR UP TD 3 HP BOILER/COMPRESSOR 3 15 HP METAL FIREPLACE VENT FAN SINGLE DUCT MECH EXHAUST HOOOIOUCTS RELOCATION OF EA FURNACE/HEATER DRYER VENT TOit<L MECHANIC/If MOBILE HOME SETUP CAR PORT AWNING GARAGE FIRE SPA vO NO ELECTRICAL MECHANICAL MOBILEHOME SOLAR STRONG MOTION FIRE SPRINi<LERS PUBLIC FACILITIES FEE BRIDGE FEE PARK-IN-LIEU (AREA TIF LA COSTA TIF FMF LICENSE TAX MFF PERMIT NUMBER ~7.;\~ BUILDING SQ, Feig-A~ 84 0°'5 f 4641 02/06/89 0001 01 BldPmt 02 15- Not Valid Unless Machine Certified 001-810-00-00-8222 001-810-00-00-8223 001-810-00-00-8224 001-810-00-00-8225 001-810-00-00-8226 880-519-92-33 001-810-00-00-8227 320-810-00-00-87 40 360-810-00-00-87 40 312-810-00-00-8835 311-810-00-00-8835 001-810-00-00-8162 880-519-92-57 otExemption,youshouldbecomesubjecttotheWorkers' I TEMP OCCUPANCY (30 DAYS) Compensation.. provisions of the labor Code. you must ': t---'t----------------------+-------1,,~--l---------------------,i-------•1fi1i-----------------------11------------11 forthwith comply with such p,ovisions or this permit shall 1. I I CREDIT DEPOSIT be ·deemed revoked. , l I I - ( TOTAL ELECTRICAL J/ -II TOTAL I ' e. O· I hereby affirm that there is a construction lending agency for the perhormance of the work for which this per-;,,, mit is issued (Sec. 3097, Civil Code) f Lender"s Name ____________ _ Lender's Address, ____________ _ I l ~- I• _ _______I ~ ii: >, ;;; 0 Q_ E Q) I- 'O 0 (!) c Cll u \ Q_ ' Q_ <{ I ~ C ii: 0 UJ UJ Q) UJ UJ <{ I :l: 0 Q) >- Q) u C Cll C ii: !:. C Q) Q) (3 0 0 Q) Q_ UJ C ~ _c 3: ~~ ,· -~ .. ;; .... t ~ '-; ~ ~ :r- it r i"' ~ ~-< ,-i· f-t ~ l. r; .. ~c TYPE \ [ DATE INSPECTOR I BUILDING I . FOUNDATION I REINFORCED STEEL ' I MASONRY I i GUNITE OR GROUT I SUB FRAME O FLOOR 0 CEl~ING SHEATHING D ROOF D St-fEAR FRAME ! EXTERIOR LA TH ' I INSULATION I I INTERIOR LATH & DRYWALL ! I PLUMBING I . 0 SEWER AND BUCO D PL/CO UNDERGROUND D WASTE D1WATER TOP OUT D WASTE D WATER TUB AND SHOWER PAN I GAS TEST I I D WATER HEATER D SOLAR W~TER I ELECTRICAL I I D ELECTRIC UNDERGROUND D! UFFER /"'\ ROUGH ELECTRIC I _,,/40 /M r- D ELECTRIC SERVICE D TEMPQRARY ,. D BONDING D POOL I ' I MECHANICAL I I D DUCT & PLEM., D REF. PIPING HEAT -AIR COND. SYSTEMS ' , VENTILATING SYSTEMS : . ' . I .. ' ., . . .. : ' . ... . CALL FO ITEMS~BOV_E HAYE BEEN APPROVED FINAL I • PLUMBING I I -• I 1 . /"'I ELECTRICAL 14A,./Pf I _, I rT MECHANICAL I I I I GAS I ·-i \.' ... . . I-• -~-.. BUILDING I SPECIAL CONDITIONS ' I -I , .. -~-" ' ~l3ri901~~ / ~ ; .. , FIELD INSPECTION RECORD REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES .. INSPECTION REO. IF INSPECTOR'S DATE CHECKED APPROVAL SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTU'R'AL CONCRETE OVER 2000 l;)SI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING HIGH STRENGTH BOLTS SPECIAL MASONRY PILES CAISSONS ~ ··, . ,1.: . . .. . , \\ ,l._ . .}"r. •,, . . . . . • . .. . -., '· . -. . . . . "! ~ .• • . --. ,. ~,~ . .. ~ . - ....._ = - ~ --- INDIANA PLUMBING SITE PLAN REVISIONS 1/17/89 3/4" CONDUIT FOR LOIII VD..TAGE PROBE 6 116 THt-1,1 The pole light formerly shodn in this planter to be move outside of the Class I area or wired in accordance with NEC Article 514 3/4" CONDUIT FCR DISPENSER 3 #12 THHN __ , ----tJ CLASS I AREAS_~ All wiring and equipment within these areas shall comply with the applicable provisions of NEC Articles 501 & 514 ~ ei~·4So-.:. -ir:--"'" ' ~ V .. ... ,= -4 4 3o/L I -· -.,, -·-.. . ·~- . 4:CALE: I"-= ,20' • 0'' .. ... ----·--·~ -____ ... ------ INDIANA PLUMBING REVISED PANEL SCHEDULE 1/17/89 . VOLTAGE IW~ PHASE ! A. I.C. · PANEL •·'ff'i:-Jt• ·· . . .. 10, a::;o_ ='c:..:~&'.11d·, -~ MAINS L.lJta:!? ot:-~:::C 8USSING 2',2,~b · FEED ·122Tiort WIRE __ ~~--- . WATTAGE l W~TT~GE LOCATION LTG REC MIS BkR t,R • :,~ BKR MIS REC LTG LOCATION .A ,a •c .A • B •c w~..::&. l~.;0 '2 ~ 1 A 2 :~ '1 I~ W,A,a.~ I ,,a~ :· ~ 3 a ' 4 '2-11:!,~ ' \~:JO '2. 5 6 ,z_ ~~ "" C . ""II u,rr~~ 1~ 1 7 " a· 1 e,10 ~f' PUHP t-11~1,JA~ 1~ 1 9 I 10 -~PAf2.E:. GAS DISPENSER· 830 · · 1 11 C 12 -I LEAK MONITOR 60 ' 1 13 A 14 - SPACE -15 a 16 --17 C 18 ---19 A 20 ·-.. •' -21 8 22 --. ' 23 . "I~ -.... ~ C 24 ... I/ -· .._ I ~~ ~i..y --25 A 26 ---eP~e. ~1-Y -27 •• 28 -I -29 C 30 -I ... j . I . -31. A 32 -I I 33 34 I -a -• I ! . ' . ! 35 C 36 ! -i ~-I _; ' i -37 A 38 -! I I 39 40 I I l-. --8 .....,.-- ,4 ' ~ -..,1t 41 C 42 ' . J, ~ ,i, ,:., -· SUBTOTAL 7fil0 lfir? 2180 ~-'i:"J:1Q (W2£ I~ TOTAL f A . 4 3 -· B '4'2LZ} t C 3530 · TOTAL LOAD ~Q i', WATTS AT 1:2,c:> / ,;z.oe V. ,31 • , 4 w. = ' 35 A ... · HIGH PHASE 3Q "' WATTS AT l~C" .v., 11 >,2W.= 40 A 7 . J 2560 ORION WAY CARLSBAD, CA 92008 Citp of Carl~bab FIRE DEPARTMENT PAGE1 OF+ TELEPHONE (619) 931-2121 APPROVl;D PLAN CHECK REPORT APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS ANDIOR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS ~ I ·.:. DISAPPROVED PLAN CHECK# ('<!., f -" ~· 7 -,' f -~_,_) ' __ 1. Provide one copy of: floor plan(s); site plan; sheets ____________________ _ __ 2. Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. __ 3. Provide specifications for the following: __ 4. Permits are required for the installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. __ 5. The business owner shall complete a building information letter and return it to the fire department. FIRE PROTECTION SYSTEMS AND EQUIPMENT __ 6. The following fire protection systems are required: O Automatic fire sprinklers (Design Criteria: ------------------~-----> D Dry Chemical, Halon, CO1 (Location: ) D Stand Pipes (Type: ) D Fire Alarm (Type/Location: ) __ 7. Fire Extinguisher Requirements: o One 2A rated ABC extinguisher for each . . . sq. ft. or portio_n thereof with a travel distance to the nearest extinguisher not to exceed 75 feet of travel. itiAnextinguisherwith a minimum rating 01:,1 ,;i(i 6 (..,to be located: f:.. 'tJT tli,,ir:; i tili 1 7;;;-') -f /;f();l\ f4' . ';J D her: ____ 1 -------------------------------- --8. ' Additional fire hydrant(s) shall be provided------------------------ __ 9_ __ 10. __ 11. ~2. __ 13. /,/· 14. EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors------------------------------------ EXIT signs (6" x ¾" letters) shall be placed over all required exi:ts and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. Building(s) not approved for high piled 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 pil- ing is to be done, comply with Uniform Fire Code, Article 81. · Additional Requirements. ------------------------------ --I-,; i . { . ,. .v, u· r,; ,c c1 (I \ ',/ /,';.·' ' 'f ;:..--r,~ .. , .. , (A I .j,: I __ 15. Comply with regulations on attached sheet(s). Plan examiner / 1 1 :/ ( C / ) ,jj:c(c // __ _.. /(_ .-,., ,/, 1//'1 Date ~-./1 /; '-1 / l J Report mailed to architect ___ Met with ___________ , ___ _ __ Attach to Plans