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HomeMy WebLinkAbout2727 ARGONAUTA ST; ; 83-37; PermitDECLARATIONS LENDER WORKERS COMPENSATION OWNEWBUILDER -1 CONTRACTOR II In i L I t White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor Pink -..Applicant Gold - Temporary File a% h 0 a n a D I m 7- f t I i - i .. , Slgnalureof Applicant Dale c . MISCELLANEOUS FEE RECEIPT * PLAN CHECK FEE ! 3fi7410 . VALUATION 64&7a I DEMOLITION HOUSE MOVING PARKS AND RECREATION FEE PUBLIC FACILITIES FEE SCHOOL FEE - DISTRICT Carlsbad Enclnllas F n r- o n o 0 0 0 o n F n r- o n o 0 -I--- n I U I TOTAL FEE - *WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY. COMMENTS. White I Applicant Yellow - File Plnk - (1) Finance (2) Data Process Gold - Assessor 5. i,, .,/,~,. ", I_ ,. , . /. .~ ~ 'tECEIVED INLtTRiIFPARTFIEN~IAl 1 NFORMATTON SHFFZ rEf) g 1983 lLluPDLDEpsmm DATE : WILDING ADDRESS: 2727 ~~LIJWT~ CITY B"lldl~ A.P.N: - - C.T: "&-"x _.._. _*. - .. . .. .. _" * x ?kkA&&. ZONE : R- ,A/RECHOOL FEES: SAN DIEGUITO SAN MARCOS + /bqd CRJ ENCINITAS CARLSBAD .&ANN I NG DFFA -UNITS REQ'D: PROVIDED: /n I - % COVERAGE ALLOWED : PROVIDED : U' PARKING SPACES REQ'D: BUILDING HEIGHT REQ'D: PROVIDED: FRONT SETBACK SIDE SETBACK REAR SETBACK ALLOWED : ,/ PROVIDED: ic INTRUSIONS: -ii v/ + - PROVIDED: - RE-DEVELOPMENT APPRO'V'AL REQ'D: E3A LANDSCAPE E IRRIGATION PLAN CObIiiIEhTS: pT - , ENVIRONMENTAL PROTECTION 2EQ: __. Io ctl& I ADDITIONAL COMMENTS: ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 122 SAN DIEGO. CA 92123 (714) 660-1468 1. 2. 3. 4. 5. . I perSOMlly plan tepmvide the major labsr and mterials for construction of the proposed property improvement (yes or no) I' (have/have not) )@? sigd the application for a building permit. I have contracted with the following person (finn) to provide the proposed construction. Address Phone contractors License No. City 1c I plan to provide portions of the wrk, but I have hired the following person to coordinate, supervise and provide the mjor wrk. Phone Contractors License NO. City I will provide some of the mrk but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone ~ype of Work >OB NO- SD 30697 STRUCTURAL CALCULATIONS DES1 GN P.SSUI.PT1 Oh's : CONCRETE STRLNGTH AT Tk?ENTY El CHHT DAYS : zoo0 .PSI LASONRY : GRADE N CONCRETE BLOCK F M = N/A PlORTAR : TYPE S 1800 PS1 GROUT : 2000 PSI FIINFORCING STEEL : A- 615 GWDE STRUCTURAL STEEL : A JI-SER : DOUCLAS FIX-LhRCH JOISTS :: 2 IECEIVI DES1 GN LOADS : =OF DEAD LOAD . "l SHEET NO. z,= &L X6 (REMARKS I DESIGNED BY I CHECKED BY I DAT r r 2 2 "IP) F-I SHEET NO. RLfYARWC DESIGNED BY CHECKED BY f& I+ 2- $- DA I. WObD BEAM UNIFORM LOAD ~~ ~ ~~ ALLOWAELE SHEAR STRESS, psi = 95 ( i BEAM WIDTH. IN. = 1.5 . ~ - "~ MODULAS OF..ELASTICITY. Psi.-. -= lG00000 STRESS MODIFIER = 1.25 ( MEMEER SPACING /LD.FT. = 1.33 ~. . .. . ~ . ... I BEAM IDENTIFICATION NO. - - 1 ~ . ... .. ~ DEPTH FOR BENDING. IN. DEPTH FOR SHEAR. IN ~~ . ~. ." .. . -~ ~~~ ~ ~ -~ ~~ ~ ~~~~~ ~~ ~.~ ~~ ~ - .. . - . . . . - I 7.59 - 3.14 DEPTH FOR DEFLECTION, IN.^"^" ~ ~~~ ~ SECTION MODULUS REQUIRED. in3-SR = - ~.~~~ ~.. 9.14" ~ ~~ ~ 14.38 I MOMENT_OF~~I~NERTIA~~.~Jn4~IR 5~ .. 95.59 - ~ - - " . . -. . . ( i AREA REQUIRED. in2-AR - - 4.70 i &€AM IDENTIFICATION NO. - - UNIFORM^ DEAD~LOAD; #/FT. ~ UNIFORM LIVE LOAD. #/FT. 1 CHANGE TO 2 - /&ir e L./Z - - 11 . 00'' . CHANGE TO^ 12 1 16.00 CHANGE TO 176 22.00 CHANGE TO 5 ~ ~~ - LENGTH. FT. ALLOWABLE SHEAR STRESS. psi - - 95.00 CHANGE TO BEAM WIDTH. IN. MODULAS OF ELASTICITY, psi - 1.50 CHANGE TO 3.5 = 1600000.00 CHANGE TO STRESS MODIFIER MEMBER SPACING /LD,FT. - 1.25 CHANGE TO BEAM IDENTIFICATION NO. - - 2 - - .- ALLOWAELE EENDING STRESS. psi '=.' 1450.00 CHANGE TO 1500" ~~~~ ~~ ~~~~~~~~~~~ i - . ~ ~ .. . . - .r - - -. . .~ 1.33 CHANGE TO 1 ~. . ~. . ~ ~. ~.. . . , ~. - DEPTH FOR BENDING, IN. - - DEPTH FOR SHEAR, IN 3 .-19 DEPTH FOR DEFLECTION. IN. - 2.39 SECTION MODULUS REQUIRED, in3-SR = - 3.17 5.94 AREA REOUIRED. in2-AR MOMENT OF INERTIA, in4-IR 8.38 3.28 - - - - - - -~ ~. USE 7 4XG .~ AGAIN Y OR N ? Y BEAM IDENTIFICATION NO. - - 2 CHANGE TO 3 - RWR- - 176.00 CHANGE TO. 154 - UNIFORM DEAD LOAD. #/FT. UNIFORM LIVE LOAD, #/FT. - - 121.00 CHANGE TO 121 ddeC MfiR - 5.00 CHANGE TO 21 1 - LENGTH. FT. - I ~ ALLOWABLE P.ENDING STRESS. Psi = 1500.00 CHANGE TO 1350 ALLOWABLE SHEAR STRESS; psi^ ~" 95.00 CH~NGE TO ~ 85 ~ "~ ~ . . EEAM WIDTH, IN. MODULAS OF ELASTICITY, Psi - -3.50 CHANGE TO 5.5 = 160OOO0.00 CHANGE TO - 1.00 CHANGE TO - rSTRESS MODIFIER^ ~. ~ .~ . - 1.25 . CHANGE TO ~~ ~ -~ ~~ .. . ~ - - ~ MEMBER SPACING /LDtFT. - '""BEAM IDENTIFICATION NO. ~~ ~~ - 3 ~~~ ~~ ~~ - ~ - . ~ - ~. DEPTH FOR EENDING, IN. - - 10.84 - 6.77 - 10.95 j SECTION MODULUS NEC?UIREDr in3-SR = 107.80 37.26 - 601.67 DEPTH FOR SHEAR, IN - ~ ~ - ~ DEPTH FOR DEFLECTION. IN. - ---AREA REQUIRED, i112-AR ~"~ ~~ ~ - - - MOMENT OF INERTIA, in4-IR - ~ CISE . ~ Gy12"- - ~ .~ - j - ~ AGAIN"Y-OR N-? y~".. ~~ ~~ ~~-.-EEAM IDENTIFICATION NO. ~ .- -~ - . -~ 3 UNIFORM DEAD LOAD, #/FT. - 121 .oo ~ UNIFORM LIVE LOAD. #/FT. - 154.00 LENGTH r FT; ~- ~ ALLOWAELE BENDING STRESSt Psi = 1350.00 21 .00 ALLOWABLE SHEAR STRESS. Psi - 85.00 BEAM WIDTH,~~IN. - "~ ~ MODULAS OF ELASTICITY. Psi = lGOOO00.00 - 5 ;50 ! STRESS MODIFIER - < 1.25 ."MEMBER SPACING-/LD.FT: ~ ~ - ::~l .oo . - - ..~ ~ - ~~ - ~- ~ . -- - - - - CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO CHANGE TO BEAM IDENTIFICATION NO. - 4 - ~.. .. ~ . ~~ ~ .. ~~~ ~ . DEPTH FOR BENDING. IN. ~~~~ - ! DEPTH FOR SHEAR. IN - - - 5.90 - 3.50 SECTION MODULUS REQUIREDr in3-SR = 6.38 AREA REQUIRED, i 112-AR 20.28 MOMENT OF INERTIA, in4-IR 12.25 - "75.82 DEPTH FOR DEFLECTION. IN. - - - - . .. - USE 4X 12 ~. - AGAIN 'I' OR N ? YY '~ ~ - "RUN S10 - MOdD EEAM UNIFORM LOAD . .- . - .. , EEAM IDENTIFICATION NO. = 5 - f?\'ldLke &m mxr- f344*z . - -~ UNIFORM DEAD LOAD, #/FT. UNIFORM LIVE LOAD, #/FT. = 176 = 224 ( LENGTH. FT. = 15 1 ALLOWABLE SHEAR STRESS, psi = 85 I , EEAM WIDTH. IN. = 5.5 Ob@ -I ~~~ ~ MODULAS OF ELASTICITY. psi 9 .~ ~~~~ ~~ ~ = lG00000 = 1.25 . ALLOWAELE EENDING STRESS, psi =~ 1350 , q~o ~.. ~~~ ~ ~ ~ . ~ . 0 ~~ ~ STRESS MODIFIER ( MEMEER SPACING /LDrFT. =1 ~ ~~ ~. EEAM IDENTIFICATION NO. - - 5 ~~~ ~ ~ ~. ~. ~ . ~~~~~ DEPTH FOR BENDING, IN. .- - - ~. . .. ~ ~ . .. .~ 9.34 1. DEPTH FOR SHEAR, IN - - 6.90 I SECTION MODULUS REQUIRED. in3-SR = 80.00 .~.. MOMENT OF. INERTIA.-in4-IR ~. ~~ = ~- . 318.84 ~~~~ ". .- ." ~~ FOR DEFLECT.ION. IN. .- - - ~ .. ~~ 8.86 ~ ~~. . .- .. i AREA REQUIRED, in2-AR - - 37.96 5 CtiANGE . STRESS MODIFIER MEMEER SPACING /LD.FT. 1.25 CHANGE TO 1.00 CHANGE TO i~ ~ ~ ~. - ~ ~~~ .~ . ~~ ~ ~. i .. - " - 9.43 40. SO .. ~ ~ ~. -. '~ AGAIN Y OR N 7' Y EEAM IDENTIFICATION NO. - - G CHANGE TO -fL$A. UNIFORM DEAD LOAD. #/FT. - GG.00 CHANGE TO UNIFORM LIVE LOAD. #/FT. - - 96.00 CHANGE TO LENGTH. FT. - - 10.00 CHANGE TO ALLOWAELE RENDING STRESS. psi = 1500.00 CHANGE TO ALLOWABLE SHEAR STRESS. psi - 95.00 CHANGE TO ,+/ rn, - - MODULAS OF ELASTICITY, psi = 1600000.00 CHANGE TO - 1.25 CHANGE TO - 1 .OO CHAN TO -. ,I . ." *!;TRESS MODIFIER MEMBER'SPACING /LDrFT BEAM ,IDENTIFICATION NO. - G - - i I DEPTH FOR RENDING, IN. - \ DEPTH^ FOR^ SHEAR!- IN ~ ~ ~~ 7.20 - G.OO 6.87 - ~~ .. . - ~ ~ ~- ~~~~ ~ DEPTH FOR DEFLECTION. IN. - - - .. . . ." ~ I SECTION NODULUS REQUIRED, in3-SR = 12.36 AREA .REQUIRED I i n2-AR ~. .... . . MOME MOMENT OF INERTIA. in4-IR - - ... .. 8.00 -~ . ~ " ~~. - ~~ . . - .. .. ~ ~~ - <: - - 40.50 UNIFORM DEAD LOAD. #/FT. UNIFORM LIVE LOAD, #/FT. GG. 00 - 96.00 - - - -~ LENGT-H. ". . FI.: .... ___. ~.~~ ~~~ ~ ~ ALLOWABLE BENDING STRESS. psi = - 10.00~~ . I ALLOWABLE SHEAR STRESS, psi 150O.00 - 95.00 - I - 1 -~ REAM ... WIDTH. ~~ IN. -~1 ..5Q_~_ - - MODULAS OF ELASTICITY. psi = 1600000.00 CHANGE CHANGE CHANGE CHANGE CHANGE CHANGE -CHANGE CHANGE CHANGE CHANGE BEAM IDENTIFICATION NO. - - "_ ~~ ~ DEPTH FOR RENDTNG, IN. ~. DEPTH FOR SHEAR, IN - .. DEPTH .. FOR DEFLECTION. IN.. .~~ - ~ ~~ ~ 7.80 . . ~.~ ~~ ~ SECTION MODULUS REQUIRED, in3-SR = 14.60 I AREA REQUIRED. in2-Ap - - 8.00 i MOMENT ~OF..-INERTIA. i'n4-IR ~ ~~ ~ . .... -59.32 .. . ~ .. .~ .. - ~~ .~ ~ . - - USE 2x12 2__ -RUN ~ 513 ..~ .. . . - ' SIMPLE SPAN REAM WITH VARIABLE LOADS ~~ ~ .. BEAM IDENTIFICATION NO = @ - pm e b4rML"' STRESS MODIFIER NO OF UNIFORM LOADS IN SPAN = 3 - 1.25 NO OF POINT LOADS IN SPAN = 3 - .LENGTH OF SPAN. FT = 22 7 - ~~ UNIFORM LOADS. # PER FT UNIFZLD D1ST:FT 18 11 120 19.5 18 22 POINT LOADS. # POINTZLD D1ST:FT 930 7 96 11 ~~ ALLOWAELE EENDING STRESS, PSI = 1500 *ALLOWABLE SHEAR STRESS, PSI = 95 EEAM W'IDTH, INCHES = 4-3.5 ~~ REACTION @ LEFT SUPPORT, # = 1185.9 ~ REACTION @ RIGHT SUPPORT. # = 1453.1 ~ ~~ DIST FROM LEFT SUPPrMAX MOM, FT = 11.01 ~~ MAXIMUM MOMENT, FT # = 823s. 2 < DEPTH FOR BENDING. IN - - 9.51 ~~~~~ DEPTH FOR SHEAR. IN ~~ ~~ 13-56 ~. . - - I AREA REGUIREDr I NZ SECTION MODULUS REQUIRED, IN^ = REVISE ALLOWAELE~ STRESSES Y OR N Y 52.71 - -1 - 22.94 ~ ... ~ .~ ~~~ .. ALLOWAELE EENDING STRESS. ?SI = 1350 ALLOWAELE SHEAR STRESS. PSI .= 85 BEAM WIDTH, INCHES = 5.5 /' ~ REACTION @ LEFT SUPPORT. # = 1185.9 REACTION @ RIGHT SUPPORT. # = 1453.1 -~ .. ~ .. . . .. . / ~- - .. - ~~ __DIST_FROM_LEFT_SUPP,MAX~MOM. ~F.T..g.-~ ~~ . 11.02-~~~ ~~~ .. __ ~. ~ MAXIMUM MOMENT. FT # = 8234.8 ~ DEPTH FOR BENDING. IN - - 7.99 -/we ,, 'LDEPTH~FOR SHEAR,..IN =-- -~ 4.66 ~~~~~ ~ ~~~~ . .~~ ~~~ SECTION MODULUS REQUIRED. IN3 = AREA REQUIRED, I N2 - 25.64 58.56 - ~~ ~~ ~ ~ . . ~ REVISE ALLOWAELE STRESSES Y OR N N "~ . ~. . WOOD BEAM UNIFORM LOAD ~ BEAM IDENTIFICATION NO. = 8 - "YP -le, rf coor '~ UNIFORM DEAD LOAD, #/FT. = 11 UNIFORM LIVE LOAD, #/FT. = 40 ~ ~ ~~~ .. ~ ~ . . I . (-~- ALLOWABLE BENDING STRESS. psi-=- 1450 LENGTH- FT. = 15 ' ALLOWABLE SHEAR STRESS. psi = 95 MODULAS OF ELASTICITY, psi = 1.5 = 1G00000 . .. ~~ . ~ ... ~~ .~. ~ ~~ . ' 1 EEAM WIDTH, IN. ..~. ~ ~ ~.. i STRESS MODIFIER =1 MEMBER SPACING /LD,FT. = 1.33 . ~ ~~ .. I' BEAM IDENTIFICATION NO. - - " ~~ .. .. ~~ . .. ~ .. 8 i. DEPTH FOR BENDING, IN. DEPTH FOR SHEAR. IN - - 7.95 r-.-DEPTH FOR DEFLECTION,^ IN."-^^- "' - 4.88 { I SECTION MODULUS REQUIRED. in3-SR = 8.46 .~ "_ ~~.~~. ~ ." ! 15.79 i AREA REQUIRED. in2-AR - - 7.32 .-"MOMENT INERTIA, .in4-IR - ~" 75. 75 - . ~ "" __ - - - - USE 2x10 8 16" O.C. ~ AGAIN Y OR N 7 Y . ~ ~. .. ~ - " . ~.~ ~ . ~ . ~ ~ "" . ~ -. - ~- .- . . " ...~ .~ ~~ .. ~~. .. . - ., BEAM IDENTIFICATION NO. - - 8 CHANGE TO 9 &a- Q HO UNIFORM DEAD LOAD. #/FT. - ~ 11.00 CHANGE TO 135 ~~ pop;"''f"~~--- , ' UNIFORM LIVE LOAD. #/FT. .. - - - LENGTH r FT. 40.00 CHANGE TO 408 15.00 CHANGE TO 8.5 1450;00 CHANGE TO^- 1500. - - 2 .. ALLOWABLE-BENDING- STRESS,^ Ps~iC"" ALLOWABLE SHEAR STRESS. psi - 35.00 CHANGE TO BEAM WIDTH, IN. - - 1.50 CHANGE TO 3.5 MODULAS OF ELASTICITY. psi = 1600000;00 CHANGE TO - - 1.00 CHANGE TO MEMEER SPACING /LD,FT. - - 1.33 CHANGE TO 1 EEAM IDENTIFICATION NO. - . STRESS MODIFIER ~ . -~ - ~~~ ~ ~ ~ . ~. - ~ . ~ ~ .~ ~ ~ . ~ ~ . ~- - -~ .. ~ ~, ~~ ~~. - - - ./ 9 DEPTH FOR SHEAR, IN DEPTH FOR DEFLECTION. IN. SECTION MODULUS RERUIREDr'in3-SR AREA REQUIREDZ in2-AR MOMENT OF INERTIA. in4-IR DEPTH FOR BENDINF: IN. ". ~~. ~ ~ ~ ~~ .~ .. .~ USE 4k12 ~~ ~~ AGAIN Y OR N ? Y BEAM IDENTIFICATION NO. - - 9 CHANGE TO 10 &'m UNIFORM DEAD LOAD. #/FT. - 135.00 CHANGE TO UNIFORM LIVE LOAD, #/FT. LENGTH, FT. - 408.00 CHANGE TO ALLOWABLE BENDING STRESS. psi = - 8.50 CHANGE TO 4 1500.00 CHANGE TO - 2 Fp - - ^I I ^,.^". - -..-~- """ " .. ~ EtHI'I WlUlHr IN. - MODULAS OF ELASTICITY. psi - 3.50 CHANGE TO STRESS. MODIFIER = 1600000.00 CHANGE TO - 1.00 CHANr - TO M6NBER SPACING /LD.FT. - 1 .OO CHANL.- TO BEAM IDENTIFICATION NO. 10 ~ ~~ ' - - i - - ~ ! DEPTH FOR BENDING. IN. - - 3.86 I 4. ll . ~ ~~. ~ ~~~~ . ~ i DEPTH FOR DEFLECTION. IN. SECTION MODULUS REQUIRED. in3-SR = - 3.36 8.69 - 11.02 DEPTH FOR SHEAR, IN ~- ~ ~ ~~ - .. "_ - f - r--- aREA REQUIRED, in2-AR ~ MOMENT OF INERTIA. in4-IR . ~~ ~ . - ~~ . 39 ~~~ ~ . ~~ ~~ ~~~~~~ ~ ~ ~ ~ ~~ ~ __ - (i - -1 , ,JSE 4x8Q ~ ~- ~.. ". . ~. ~ . ". . .. . ~ ~~ ." , . AGAIN '1' OR N 7 Y i! '"BEAM IDENTIFICATION NO. "." ~ ~ ~ - ". . . - 10~~- CHANGE TO" 11 ~- &i;F &ff" UNIFORM DEAD LOAD. #/FT. - 135.00 CHANGE TO 232 .- i - '' ~ ALLOWABLE SHEAR STRESS. PSI ! ALLOWABLE EENDING STRESS. psi = 1500.00 CHANGE TO - 95.00 CHANGE TO - DEPTH FOR BENDING, IN. - 3.14 DEPTH FOR SHEAR. IN '~ ~ DEPTH^ FOR DEFLECTION. IN.' - ' . . 2.82 SECTION MODULUS RERUIRED, in3-SR = - ~2.47 5.76 AREA REQUIRED. in2-AR - 9.88 .~ ~ MOMENT OF^ INERTIA; in4-IR~ -. ~- 4.39" - - - - ~.~ "_ - i USE 4x6 OR 2-2x10 - AGAIN Y OR N ? Y ~ ~. ~~ , " - UNIFORM DEAD LOAD. #/FT. UNIFORM LIVE LOAD. #/FT. - 128.00 CHANGE TO 440 ALLOWABLE BEN DING^ STRESS, psi ' = 1500.00 CHANGE TO ALLOWABLE SHEAR STRESS, psi - 35.00 CHANGE TO MODULAS OF ELASTICITY,. psi - 3.50 CHANGE TO = lGOb000 .00 CHANGE TO 1.00 CHANGE TO - 1.00 CHANGE TO BEAM 1DENTIFICAT.ION~ NO. . - - ,~ 11~ CHANGE ..TO 12 -, ~- - - 232.00 CHANGE TO 220 c bod,- ~ ~. - 4.00 CHANGE TO^ 5.5 FO LIEU - ~ LENGTH, FT. . - .~ ~ ~ ~ ~~ - ~ EEA?l WIDTH, IN. ... STRESS MODIFIER MEMEER SPACING /LD,FT. BEAM IDENTIFICATION NO. - 12 - - - - ~ ~~. - DEPTH FOR EENDING. IN. - - 5.85 DEPTH FOR SHEAR, IN DEPTH FOR DEFLECTION, IN. - 6.74 SECTION NODULUS REQUIRED. in3-SR = - 4.73 AREA REQUIRED, in2-AR 19.96 NOMENT OF INERTIA. in4-IR 23.58 - 30.88 - - - - - USE 4x8 'AGAIN Y OR N ? Y I - " ~ ~~ ! EEAM IDENTIFICATION NO. ' ~. UNIFORM DEAD LOADr~ #/FT. 12 - .. 220.00 UNIFORM LIVE LOAD, #/FT. ( LENGTH, FT. - - 5.50 440.00 PLLOWAELE~~EENDING STRESS. psi = 1500.00 ALLOWAELE SHEAR STRESS. psi 95.00 - 3.50 ~ ~ ..~ = 1600000.00 .MEMBER SPACING /LD,FT. - - 1 .00 1.90 - - - - - ( ~ EEAM WIDTH, IN. - - - - ~ MODULAS OF ELASTICITY. PS~ STRESS MODIFIER - - CHANGE TO 13 bd-L\lo,d CHANGE TO 22 . .. CHANGE TO 11 CHANGE TO 60 CHANGE TO 1450 ~~~ ~~~~~ .. CHANGE TO CHANGE TO 1.5 CHANGE TO ... ~ ~~ ~~ CHANGE TO CHANGE TO 1.33 EEAM IDENTIFICATION NO. - - 13 , " - DEPTH FOR .BENDING, IN. - 7.39 - DEPTH FOR SHEAR. IN DEPTH FOR DEFLECTION, IN. SECTION MODULUS REQUIRED.~ in3-SR =...- ~ AREA REQUIRED. in2-AR ~~~ ~ 13.65 ~~ ~~ ~ MOMENT OF INERTIA. in4-IR - - ~~~ ~ ~~ 5.61 - - 7.10. - 8.41 - 44.81 - - - ~ " .. . .. - . .. . - .~ - ~" " ~ ~ ~~ ~ - ~ .... ~ "" USE - ~~~ ~ .~. ~ .. ~ ~~ - ~. - - ~~ . UNIFORM DEAD LOAD, #/FT. BEAM IDENTIFICATION NO. 13 CHANGE TO UNIFORM LIVE LOAD, #/FT. ~ 22.00 CHANGE TO LENGTH. FT. - 60.00 CHANGE TO - 11.00 CHANGE TO - - - - ~~ i ALLOWAELE BENDING STRESS. psi = 1450.00 CHANGE TO 1500 L~ALLOWABLE SHEAKSTRESS, p.si .. = EEAM WIDTH. IN. MODULAS OF ELASTICITY. psi = 1600000.00 CHANGE TO STRESS HOD IF I ER .~ . . - - - ~ . . 1 .OO CHANGE TO ~~~ ~ - 1.33 CHANGE TO 1.33 -. 95.00- CHANGE^ TO ~ -. . . .~ ~~ ~~ ~. ~~ - - 1.50 CHANGE TO 3.5 . MEMEER SPACING /LD,FT. - ~ ~~.~ L._EEAM IDENTIFICATION NO. ~~ - - ~. . ..I3 .. DEPTH FOR BENDING, IN. - DEPTH^ FOR SHEAR.. IN .. ~ .~. . ~ ~- .~~ ' 4.'76 DEPTH FOR DEFLECT.ION. IN. ~ 2-51 . . . . - - - - - 4 1c ~~ ~ . _. . SECTION MODULUS REQUIRED. in3-SR = AREA REQUIRED, in2-AR MOMENT OF INERTIA, in4-IR .4 . d" 13.20 - ~ ~ 8.79 - 44.81 ~- - - - ~~ USE 4x8 @ 16" O.C. AGAIN Y OR N ? Y EEAM IDENTIFICATION NO. - - 13 CHANGE TO IJNIFORM DEAD LOAD, #/FT. LEPGTH, FT. ALLOWAELE EENDING STRESS, psi = f ~ ALLOWAELE SHEAR STRESS, psi ~ - 1500.00 CHANGE TO EEAM WIDTH, IN. 95.00 CHANGE- TO ~ MODULAS OF ELASTICITY, Psi = lG00000.00 CHANGE TO 3.50 CHANGE TO - 1.00 CHANGE TO - - 22 .00 CHANGE TO 440 %!r e bodc "UNIFORM LIVE LOAD. #/F - - GO. 00 CHANC TO 473 To &,w - - 11 .00 CHCINGL TO 3.5 CY - .~ . ~ "~ - - "STRESS MODIFIER " - ~~-~ ". - .~.~ I MEMEER SPACING /LD,FT. - - . 1.33 CHANGE TO 1 SIMPLE SPAN EEAM WITH VARIABLE LOADS EEAM IDENTIFICATION NO = 115 ." . - ~ ~ ~ ~ " .. .~ ~~ .. . . ~~ ~ ~. . . .~.~ i LENGTH OF SPAN. FT = 11 ,!-&I wr f+i boo,- w 66 "STRESS. MODIFIER ~ ~ NO OF UNIFORM LOADS IN SPAN = 1 NO OF POINT LOADS IN SPAN = 2 UNIFORM LOADS. # PER FT ~. 1.25~~~~~~ . .. ~ - . ~~. - ~ ~ ~~ ~ . . " ~ "" ~ ~~~~ .- ~~ J " .~~ UNIF.LD .DIST.FT- - ~~ "" . 383 11 " ". . -.. ~~~ ~ ~ "" '. POINT LOADS. # ~~~~~POINT:LD D1ST:FT . .~ - ~~~ ~~ 2250 1 ALLOWABLE BENDING STRESS. PSI = 1500 ALLOUAELE SHEAR STRESS, PSI = 95 ' . EEAM WIDTH, INCHES ~~~ = 3.5 - ""250 5. ...~ ~~ ~. .. . ~ ~ . .. L . - - SIMPLE SPAN EEAM WITH VARIABLE LOADS BEAM IDENTIFICATION NO = 15 LENGTH OF SPAN. FT = 11 STRESS MODIFIER - - 1.25 NO OF UNIFORM LOADS IN SPAN = 1 NO OF POINT LOADS IN SPAN = 2 ~. . .. ,... "".. , "" ,. "^ " .UNIF:LD D1ST:FT 383 11 POINT LOADS, # PO1NT:LD DISTZFT 2250 1 ALLOWAELE BENDING STRESS, PSI-.= 1500 2250 6.5 ~~ . ~. . ~~ ~ ALLOWAELE SHEAR STRESS. PSI = 95 .. ~ BEAM WIDTH, INCHES . ~~ ~~ ~ ~ = 3.5 -RUN S13 . .~ SIMPLE SPAN EEAM WITH VARIARLE LOADS ~ BEAM IDENTIFICATION NO = 15 LENGTH OF SPAN. FT = 11 STRESS MODIFIER" ~ - ~=- " 1.2s ~~~ NO OF UNIFORM LOADS IN SPAN = 2 NO OF POINT LOADS IN SPAN = 2 UNIFORM LOADS, # PER FT . .. ~- ~~ ~~ ~~~ .~~ .. . ~ ~~ . . . . . . . . ~383 1-1 ~ 383 5.5 -. . -. ~ SIMPLE SPAN BEAM WITH VARIAELE LOADS- ~ ~ ~ BEAM IDENTIFICATION NO STRESS MODIFIER - 1.25 NO OF UNIFORM LOADS IN SPAN = 2 ., 11 ' "LENGTH .OF SPAN. FT' -= " " ~" . . " .. ~ - ~~ NO OF POINT LOADS IN SPAN = 2 ~- ~ ~~~ ~ ~ UNIFORM LOADS. # PER FT UNIFZLD D1ST:FT ~" . . .~ ~ ~~ 383 5.5 ~ 383 11 POINT LOADS, # P0INT:LD DISTZFT 2250 1 2250 6.5 ,%a I ",". - -- ..".._ """ "_ .. . '\ MLLUWHULC 3tlCHIi > I lik>b I t'51 BEAM WIDTH, INCHES = 95 = 3.5 REACTION i? LEFT SUPPORT, # = i ~ REACTION e RIGHT SUPPORT. # = 5072.4 3640. 6 i DIST FROM LEFT SUPP.MAX MOM. FT = I MAXIMUM MOMENT, FT # = 12485 '-~ DEPTH FOR BENDING, IN^-^--- ' = ~~ . 2 6.51 " 11.70 ~ ~~ ~ ~ ~ i DEPTH FOR SHEAR. IN SECTION MODULUS REQUIRED. IN3 = - 16.96 - .~~ AREA REQUIRED. ~ IN2 ~~~ ~- ~~ - 59.35~.~~"~-~ 79.91 - ! "" .. ~~ ". ~ ~~ ~" I .I ' REVISE ALLOWABLE STRESSES Y OR N Y \ I-- .ALLOWABLE BENDING STRESS, PSI ~=~ 1350 f ALLOWABLE SHEAR STRESS, PSI ,= 85 EEAM WIDTH, INCHES '= 5.5 .~ ~ -~ ~ ~. . ~~~ I REACTION @ LEFT SUPPORT. !# = 5072.4 3640.6 DSST FROM LEFT SUPP,MAX MOM. FT = MAXIMUM MOMENT. FT # = ( 6.52 12466.4 DEPTH^ FOR BENDING;~~~IN "" ~~~~~~ - ~ . ~ ~ .. 1 DEPTH FOR SHEAR. IN - ~ SECTION MODULUS REQUIRED. IN3 = - 12.21 - - 3.83 88.65 REACTION @ LEFT SUPPORT. # = 5072.4 ~~ ~ REACTION I3 RIGHT SUPPORT, # = ~ ~ ~ DIST FROM LEFT SUPP.MAX MOM, FT =', 3640.6 ~ ~ . ~ ' MAXIMUM MOMENT. FT # = .. - 6.53' DEPTH FOR.~BENDING ~~~ IN ..=- -_ 83 . ~. ~" ~~~ ~ ~ .~ ~ DEPTH FOR SHEAR. IN SECTION MODULUS REQUIRED, IN3 = 88.51 12447i. 2 - - 12.22 'F- /.#7 &X14 :- AREA REWIRED, I N2 '- ~ ~- ~~ ~ I REVISE ALLOWABLE STRESSES Y OR N N ~~ ~~~ 67. ~ -~ . .. . . ~ .~ - - " ~" ~- ~ ~.~ ~~ . ~~~ ~~ ." ~. ~ .~ ~ .. .~ ~ BEAM WITH VARIABLE LOADS BEAM IDENTIFICATION NO = 15 LENGTH OF SPAN. FT = 11 . . ~ ~~ ~ .. .~ ~ ~~ STRESS MODIFIER ~. NO OF UNIFORM LOADS IN SPAN = 2 NO OF POINT LOADS IN SPAN = 2 ~~ - 1 '. ~" .~ . . .. . . .~ ~ UNIFORM LOADS. # PER FT .~ "" .. ~UN1F:LD D1ST:FT 383 5.5 383 11 POINT LOADS. # P0INT:LD DISTZFT .I.* . SIhPLE SPAN BEAM WITH VARIABLE LOADS I- ~~EAM IDENTIFICATION NO = iG - b& jcr-35 ~p~~,~,~; AdJKa,jl i-> %dr ~ LENGTH OF SPAN. FT = li ~ STRESS MODIFIER^ - - NO OF UNIFORM LOADS IN SPAN = 3 1 ~ ~. . __~ . .. ( NO OF POINT LOADS IN SPAN = 0 t 233 5.5 ~~ 230 8 1 320 12 #- PER FT ~ POINT LOADS..# ~~ ~ ~. ~- ( POINTELD DISTZFT I 00 -~ ~ . . ~" -~ ~~ ~~~ ~ ~ (1 ALLOWABLE BENDING STRESS, PSI = 1350 :--_~ALLOWhELE. SHEAR^ STRESS,.PSI-~~-= ~ 85 . . - ~. REAM WIDTH. INCHES = 5.5 -RUN S13 "_ .. -~ ~ ~- ~ ~~~~ ~ SIMPLE SPAN EEAM WITH VARIAELE LOADS " EEhM IDENTIFICATION NO = 16 ~- . ~ .. ~ . .. .. LENGTH OF SPAN. FT = 12 ~~ ( ~ STRESS MODIFIER - - 1 .>. L_~NO~.OF- UNIFORM LOADS^ IN SPAN ... ~ ~~ ~~ " NO OF POINT LOADS IN SPAN = 1 ~. ( ~ ..UNIFORM LOADS, # PER FT ~ . ~ . .~ UN1F:LD D1ST:FT .. - 21-93 5.5 320 12 230 8 . .. " ~~ ~ .-. . . ~ . '~, .ALLOWAELE BENDING STRESS, PSI = 1350 ,~ ALLOWABLE SHEAR STRESS. PSI = 85 BEAM WIDTH, INCHES = 5.5 REACTION @ LEF.T SUPPORT, # ~= 1707.1 REACTION @ RIGHT SUPPORT. # = 1759.4 DIST FROM LEFT SUPP.MAX MOM. FT = 5.92 MAXIMUM MOMENT, FT # = DEPTH FOR RENDING, IN DEPTH FOR SHEAR, IN - 5.65 SECTION MODULUS REDUIRFD. TN? = an ~ 7a - 4977.3 - 6.95 - . -. .- ..& . %." REVISE ALLOWAELE STRESSFS Y OR N Y ALLOWA~LE RENDING STRE , PSI = 1500 AiLOWABLE SHEAR STRESS. PSI = 95 .. BEAM WIDTH, INCHES ~~ = 3.5 I-pREACTION @ LEFT. SUPPORTr~# ~~ =--~ .... ~ ~ 1707.1" REACTION L? RIGHT SUPPORT, # = 1759.4 ." ~ . . . ~ ~.~~~ - . SIMPLE SPAN BEAM WITH WARIAELE LOADS :' I STRESS MODIFIER - - ' L.- NO OF UNIFORM ~ LOADS ~~ ~~~ . IN . SPAN ~~ = 2 ... ~ ~~ ~~~ "" "L NO OF POINT LOADS IN SPAN = 2 1569 5.5 3012 8.75 .~- ALLOWAELE EENDING-~STRESS. PSI = 1350 ~ ~ .. ALLOWABLE SHEAR STRESS. PSI = 85 ~. BEAM WIDTH. INCHES ~~ ~~ . = . 5.5 , ~~ REACTION-~C~ LEFT SUPPORT,, # = . .~ -41 03.0 . ~ ~~ ,. . ~~ .- REACTION @ RIGHT SUPPORT. .# = 5922.0 DIST FROM LEFT SUPP.MAX MOM, FT = 5.97 DEPTH FOR BENDING, IN DEPTH FOR SHEAR, IN - 19.00 SECTION~MODULUS REQUIRED. IN3 = 145.95 ~ AREA REQUIRED. IN2 - io4.51 '\ ~~ ~ ~~ MAXIMUM MOMENT.. .FT..~# = 16332.3 - ~~ - . .. ... . ~. ~ ~ ~~~~ ~ - 12.62 - REVISE ALLOWAELE STRESSES Y OR N Y ALLOWAELE BENDING STRESS. PSI = 2200 ALLOWABLE SHEAR STRESS. PSI = 165 BEAM WIDTH, INCHES = 5.125 REACTION @ LEFT SUPPORT, # = 4103.0 REACTION @ RIGHT SUPPORT, # = 5922.0 DIST FROM LEFT SUPP.MAX MOM, FT = 5.98 MAXIMUM MOMENT. FT # = 16332.2 DEPTH FOR SHEAR. IN - - 10.50 - ~US'$F 12"24< SECTION MODULUS REQUIRFr), IN3 = 89 * 08 AREA REWIRED. I NZ - - 53.84 REVISE ALLOWAELE STRESSES Y OR N N SIMPLE SPAN EEAM WITH VARIABLE LOADS .. ~ ~.. ~ .. . . ~ ~ - BEAM IDENTIFICATION NO = 18 FLGJh nt". 1;. C;rru;+l LENGTH OF SPAN, FT = 10.5 . STRESS MODIFIER - NO OF UNIFORM LOADS IN SPAN = 2 1 NO OF-POINT LOCIDS IN SPAN = 1 - UNIFORM LOADS. # PER Fl UNIFZLD DISTZFT 208 5 .25.~ ~ . .. ~ . . 208 10.5 POINT-LOADS, ..# .- ~ ... ~~ . ~ -~ ~ ~. . POINTZLD DIST:FT " ~ "" - ~ ~ ..~ . - - _" ~" " ~- 678 5.25 ALLOWAELE EENDING STRESS. PSI = 1500 ALLOWABLE SHEAR STRESS. .PSI- = . 95 ~. ~ ~. ~ EEAM WIDTH. INCHES ~. ~ . = 3.5 . ~ .. .. ~~ ~ ~~ ~~ . ~ .. . ~ .~ .. ~ REACTION @ LEFT SUPPORT, # = 1431 .O IREACTION @ RIGHT SUPPORT. # = 1431 .O MAXIMUM MOMENT. FT # = 4338.4 DEPTH FOR BENDING, IN z- - 7.71 DEPTH-. FOR SHEAR.r.~.~.IN~-~ . ~~ ~ SECTION MODULUS REQUIRED:IN3 = AREA REQUIRED, I NZ DIST FROM LEFT SUPPIMAX MOM, FT = 5.99 - -= - .~... 6.46 - ,&LC?-' &v /i7ri-!r~ ~~~ ... " 34.71 - - 22.59 . . . ~ -~ ~ . ~ REWISE ALLOWABLE STRESSES Y OR N N ~~ ~~~ ~ ~ ~~ . ~~~ - . . SIMPLE SPAN EEAM WITH WRIAELE LOADS EEAM -IDENTIFICATION NO ~~= 30 - LENGTH OF SPAN, FT = 9 STRESS MODIFIER 1 I' G;r,m .+S~ hlr - ~~ ~~ . . -~ ~ ~~ - - NO OF~UNIFORM LOADS IN SPAN = 2 ~~ NO OF POINT LOADS IN SPAN = 1 UNIFORM LOADS..# PER FT UNIFZLD DISTZFT 679 4.5 679 3 POINT LOADS. # POINTZLD DISTZFT ALLOWABLE EENDING STRESS, PSI = 1350 1134 4.5 ..~ ~ ~~~ .~ ~ ~~ ." " BEAM WIDTH, INCHES = 5.5 REACTION LEFT SUPPORT, # = REACTION @ RIGHT SUPPORT, # = 3622.5 3622.5 MAXIMUM MOMENT, FT # = I DIST FROM LEFT SUPP.MAX MOM. FT = 6.00 ~ ~.. ~ .~ . - ' DEPTH F-OR EENDINGr~~-IN ~ ~~~ 7812.0 - I.. -. DEPTH FOR SHEAR, IN - 11 .62 - ~ . . ~~ .. - - pQ 8. 70 ... .- . . 6fi /4 SECTION NODULUS REQUIRED. IN3 = 69-44 AREA REQUIRED, .. ~~ IN2 - ~. ~ 63.93 . ~ . ~ . . . , - ~~ REVISE ALLOWAP.LE STRESSES Y OR N N I . .. .. . . ~ ~ ~~~~~ . . - 1922 2.75 ~ 1800 7.75 !. ALLOWAELE_EENDING STRESS. ~ PSI =.. 1450 . ~ .. .. .. . . . . . ." ~ ~ . ." . . . . .~ ~ . .~ ALLOWAELE SHEAR STRESS, PSI^ 95 EEAM WIDTH. INCHES = 3.5 REACTION 13 LEFT SUPPORT. # = 2636.0 REACTION I! RIGHT SUPPORT. # = ~~~ ~~ ~ 2434.0 ~ .~ MAXIMUM MOMENT, FT # = 7080.4 DEPTH FOR SHEAR; IN SECTION MODULUS REQUIRED, IN3 = AREA REQUIRED, I NZ - 38.43 * DIST FROM LEFT SUPP,MAX MOM, FT = 6.46 , .. DEPTH FOR BENDING. IN - .. .. 8.9G - - - 10.98 - /lW%-ir~o 46.88 - REVISE ALLOWAELE STRESSES Y OR N -LOG 01/08/82 13:29:40 . .~.. '\ CON: cpu: 20 UNITS .SO HOURS SIMPLE SPAN BEAM WITH VARIABLE LOADS ! j EEAM IDENTIFICATION NO = 2'E- &dr I LENGTH OF SPAN, FT = 9 '-. STRESS MODIFIER '.~~ ~1 ~ ~~ ~ ~~ - - ~ __ .~ - ~. ~ I NO OF UNIFORM LOADS IN SPAN-= 2 NO OF POINT LOADS IN SPAN = 1 UNIFORM LOADS. # PER FT 1. .. ..~ .. . - . .~ ~ ~~. ~~ . . ~ . . ~ ~ ~ (i .i r.-3128.,2~..~~ ~ ~- - . . I ALLOWABLE BENDING STRESS. PSI = 1350 ~ ALLOWABLE SHEAR STRESS, PSI = 85 I - REACTION @ LEFT SUPPORT-r~ # ~ = 5760.6 I REACTION e RIGHT SUPPORT, # = 4178.4 ~ . ~ ~~~ . .- i DIST FROM LEFT SUPP.MAX MOM, FT = 3.64 I MAXIMUM MOMENT. FT # . = -. ~ ~ 11206.0~ DEPTH FOR BENDING, IN - 10.42 - .~ ~ . .. . ~. ~~ DEPTH FOR SKEAR. IN - 16.59 - : SECTION MODULUS REQUIRED, IN3 = ~ AREA REQUIRED. I N2 1 99.61 ~ ". ~ ~. ~~ - - 91.25 J- "LREVISE ALLOWABLE STRESSES OR ~,,~ . ~~ ALLOWABLE BENDING STRESS. PSI = 2200 BEAM WIDTH:-INCHES~ ALLOWABLE SHEAR STRESS. PSI = 165 ~= 5.125 ' - , . ~ ~~ .~~ ~ _-.~ REACTION e LEFT SUPPORT. # 7 REACTION @ RIGHT SUPPORT. # = 5760. 6 4178.4 DIST FROM LEFT SUPP.MAX MOM. FT = 3.65 DEPTH FOR BENDING. IN - 8.46 DEPTH FOR SHEAR. IN SECTION MODULUS REQUIRED. IN3 = AREA REQUIREDr I N2 ~. ~~. MAXIMUM MOMENT. FT # = 11205.9 - - - - 9.37 61.12 - - 48.02 - REVISE ALLOWABLE STRESSES Y OR N Y ALLOWABLE BENDING STRESS. PSI = 1350 ALLOWABLE SHEAR STRESS. PSI = 85 BEAM WIDTH. INCHES = 7.5 REACTION @ LEFT SUPPORT. # = REACTION @ RIGHT SUPPORT, # = 5760. 6 DIST FROM LEFT SUPP.MAX MOM. FT = MAXIMUM MOMENT. FT # = 11205.8 DEPTH FOR BENDING. IN DEPTH FOR SHEAR, IN - 8.93 4178.4 3.66 - - - 12.37 --IcLco 8d - """.. .~"... ..- "_ " - - I NL rrncn 17CC1uIITCUr - - 'REVISE'ALLOWAELE STRF YES Y OR N N YZ. 74 SIMPLE SPAN BEAM WITH VARIABLE LOADS BEAM IDENTIFICATION NO 23 -Ck&Lp/- &Lk LENGTH OF SPAN. ~ FT 22 ~ .. .~ ~ STRESS MODIFIER - - 1 NO OF POINT LOADS IN SPAN = 4 NO OF UNIFORM LOADS IN SPAN = 3 UNIFORM LOADS. # PER FT UNIF:LD D1ST:FT 463 12 561 18 293 22 POINT LOADS. # . . . . ~ ~~~ .. ~~ . . ~ ~ ~~~~~ . ~ .~ ~~~ ~ ." - ... .. 6447.5 "- REACTION @ RIGHT SUPPORT, # = REACTION @ LEFT SUPPORT. # = 7645*5 ~ ~ ~ ~ .. ~~ ~ ~~ ~ - ~. DIST FROM LEFT SUPP,MAX MOM. FT = 12.01 MAXIMUM MOMENT. FT # = 41924.1 2 DEPTH FOR SHEAR. IN -. 13.36 SECTION MODULUS REQUIRED. IN3 = -~ DEPTH-FOR ~ IN^.... -~ 16.6 5 ..-~~l/*~f~~~.2.1-F;~~ ~-. ~.-- - '- AREA REQUIRED, . IN2 - 236.69 . . ~ . - - ~~ - ~~ ~ 69. 50 ' ~ REVISE ALLOWAELE ST'RESSES Y OR N Y ; ~ ALLOWAELE SENDING STRESS. PSI = 2200 ALLOWAELE SHEAR STRESS. PSI = 165 EEAM WIDTH. INCHES = 6.75 -- " ~ -~ ~ ~ REACTION @ LEFT SUPPORTr # = 6447.5 7645.5 REACTION @ RIGHT SUPPORT,'^# = DIST FROM LEFT SUPP,MAX MOM, FT = MAXIMUM MOMENT. FT # = DEPTH FOR BENDING, IN ,. DEPTH FOR SHEAR, IN - - 10.30 - SECTION MODULUS REQUIRED; IN3 = AREA REQUIRED, 233.04 IN2 - - 69.50 ~~ . ~~ ~~ . 12-02 41813.6 - - 14.39 " or 63/4F/J- ?dF REVISE ALLOWABLE STRESSES Y OR N -LOG ~ ..~ 01/09/82 16:52:1G CPU : CON: 14 UNITS .27 HOURS , 2.27 2. REMARKS DESIGNED BY CHECKED BY DATE SHEET NO. , REMARSS CHECKED BY DESIGNED BY 2-/(-; DA' r F :0~9y, J - JOB NO. DESIGNED BY CHECKED BY DATE I I J ', , I SIGNATURE PROJECT JOB NO. 36'? 7 I REMARKS DESIGNED BY CHECKED BY 2-/0. DAT I SIGNANRE PROJECT JOB NO. 306 F 7 I I I DESIGNED BY CHECKED BY DATE SIGNATURE PROJECT JOB NO. 30697 I CLC am 6 I DESIGNED BY CHECKED BY I Rwff DATE SHECl NO. I RLMARKS DESIGNED BY CHECKED BY DAT, Zlf-4 ,' L 7 86 REMARKS DESIGNED BY kwh CHECKED BY 2-14 BAT REMARKS DESIGNED BY CHECKED BY SHEET NO. DATE z*/u e 2 SIGNATURE PROJECT JOB NO. I DESIGNED BY CHECKED BY DATE SHEET NO. " f. SIMPLE SPAN EEAM WITH VARIABLE LOADS EEAM IDENTIFICATION NO = 30 LENGTH OF SPAN, FT = 10 STRESS MODIFIER NO OF UNIFORM LOADS IN SPAN = 3 - 1.33 NO OF POINT LOADS IN SPAN = 2 UNIFORM LOADS, # PER FT UNIFZLD DISTZFT 68 4 109 8.5 270 10 POINT LOADS, # - .. POINTZLD DISTZFT 66 8.5 10243 4 ALLOWAP.LE EENDING STRESS. PSI -~=. 1350~ ALLOWAELE SHEAR STRESS. PSI = 85 BEAM WIDTH, INCHES ~ ~. ~ ~ ~~~ - .~ ~. ~ ~~. ~~ . ~ . ~~ ..~ ~ ." ~. ~ ~ ~~ ~ .~ = 5.5 REACTION @ LEFT SUPPORT- # = 6587. 6 REACTION @ RIGHT SUPPORT. # = DIST FROM LEFT SUPPrMAX MOM, FT = 4888.9 MASIMUM MOMENT. FT # FOR BENDING, IN - 13.81 4.01 25767.2 - DEPTH FOR SHEAR- IN . - 1'5.70 - ' SECTION MODULUS REQUIRED, IN3 = 174.77 RREA REQUIREDi IN2 ~'. - 86.37 REVISE ALLOWAELE STRESSES Y OR N Y * ALLOWAELE BENDING STRESS, PSI = 2200 EEAM WIDTH, INCHES = 6.75 - ALLOWABLE SHEAR STRESS. PSI = 165 REACTION @ LEFT SUPPORT. # = 6587. G REACTION @ RIGHT SUPPORT. # = 4988.9 DIST FROM LEFT SUPP,MAX MOM. FT = 4.02 MAXIMUM MOHENT, FT # = 25727.9 DEPTH FOR BENDING. IN DEPTH FOR SHEAR. IN - 6.62 SECTION MODULUS REQUIRED. IN3 = 105.51 , - ~. ~ ~~~~ - 9.68 - ~~ AREA REQUIRED. I N2 - 44.65 - \\ REVISE ALLOWAELE STRESSES Y OR N Y ALLOWAELE EENDING STRESS. PSI = 1350 ALLOWABLE SHEAR STRESS, PSI = 85 EEAM WIDTH. INCHES = 7.5 REACTION @ LEFT SUPPORT, # = 6587. 6 REACTION @ RIGHT SUPPORT, # = 4888.9 DIST FROM LEFT SUPPrMAX MOM. FT 2 4.03 MAXIMUM MOMENT. FT # = DEPTH FOR BENDING, IN 25688. G - 11.72 - ". ... , -,, _,IICIII,. . - &SECTION MODULUS RE~IRED, IN^ = 1 1. a4 - AREA REQUIRED, 171 .G9 I N2 - - 86.53 REVISE ALLOWAELE STRESSES Y OR N - ~~ LOG 02/11/82 15:56:44 cpu: CON: .OG HOURS 5 UNITS , Citp of CarIe'bab JURISDICTION: DATE 2/!?b3 PROJECT ADDRESS: 2v&/t1m To: H/PL/CHNT 0 APPLICANT COPY m&Y COPY 0 PLAN CHECKER COPY I Submit fully dimensioned plot plan drawn to scale showing location size. and use I Submit fully dimensioned plot plan drawn to scale showing location size. and use of all existing and proposed structures On the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for a11 stru~ture4 and show elevations at all Corners. Sec, 3021bi7. of all existing-and proposed structures On the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for a11 stru~ture4 and show elevations at all Corners. Sec, 3021bi7. f' or alley to property line and distance frm Indicate distance from center-llne Of striet curh to property line. Sec. 302(b)7 Plana. specifications and calculations shall be Signed by a California State licensed engineer or archilect. ICblifornia Business and Professions Code) B. FIRE PROTECTION PLAN CORRECTION SREET SINGLE FAMILY AND DUPLEX DWELLINGS Plan Check No. 8 3 -3 Date plana received by jurisd~ion&d~/dk rc more than 12 inches into the 3 foot setback Projections. including eaves, may not extend Date plans received by plan checkcr%~ 2 ' "//o Date initial plan check completed & byAW FOREWORD: PLEASE READ * Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumblng Code, Uniform Mechanical code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections balled on Inus and ordinances enforced by the or other departments. Planning Department, Engineering Department The items circled below need clarification, modification or change. A11 circled items have tc be satisfied before the plans will be in conformance with the cited coder and regulations. per Sec. 303 (c). 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all correctionr on the original tracims and submit two new seta of mints. and~iny original plan sets that may 'have TO facilitate rechecking, please identify, nexf to each circled item, the sheet of this sheet has been made and return this the plans upon which each correction on check sheet with the revised plans. / Indlcbte on plans the name of the legal cwnor and name of person responsible for the preparation of the plans. Sec. 302(bi p. Walls cloaer than 3 feet to Property linea shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds Sec. 1709(aI 1.000 aquare feet on any floor. (Table 5-A from the property line. Sec. 1710 and Sec. 504(bi Projections, including eaves.shal1 be one- hour fire-resistive construction. heavy timber or of non-combustible material if they project into the 3' netback area frm the property line. Sec. 1710 Show location of permlnently wired smoke dctactor. Sec. 1710 // Ci/RWM SIZES, 1,IGHT. VENTILATIONS AND CLAZINC /. onc room mu3t contain a minimum of 150 square feet of superficial floor area. sec. 1207(bi 4./ llabitable ioams. other than kitchens, shall contain at least 70 square feet Of floor ,area. sec. 1207(bi A. Window area must Le at least 1/10 of the floor area and a minimum of 10 square feet per See. 1207(al. Appears to be deficient in , jd. Openable window area must be 1/20 of the Lloor area and a minimum Of 5 square feet. In bathrooms, laundry room* and similar rooms. Minimum is 1.5 sq.ft. (Sec.12051al One-half of a11 required window area must Provide mechanical ventilation capable of bathroow. water closet compartments. laundry rooms and similar room9 if required windows ale not provided. SeC. 12051a) NO habitable room. other than a kitchen, shall be less than 7'0" in any dimension. Sec. 1207(cI changes per hour in Fhov that cailtng height for habitable rooms 19 a mlnlmum of 7'6'. Sf=. 12071al of water closet. Sec. 17111- compartments and 24' clearance in front Handraila ShAll Satisfy the fOllOWingr A. Provide handrail for stairways Over 30" high when serving a single dwelling. Title 24. Sec. T25-22lb) \ nosing of treads. Sec. 33051j) Handrail shall be 30" to 34. above the No cooking room shall be used for sleeping Handrail projecting from a WAll shall a space not less than 1 1/2' between wall and the handrail. hand grip paction of handrail shall be not leas than 1 1/4" nor more than 2' in crorr-.*,ctional.dimsnrion. Sec. 3305(jI (see attachedl measured in the direction of travel, at Every stairway landing shall have a dimension. (including windows) shall be tempered. 1eASt equal to the Stairway width. Sec. 1711 ltl(g) laminstsd or approved plaatic. Sec. 13051gl rooms shall have a window or door tor emergency exit. Sill A door may open over a atairw~y landing peovrded the door, in any position, doea not reduce the clear area of the landing, less than one-half the required width of The window must have an openable area of height shall not exceed 44" Above the floor. in the direction of stairway travel, to at least 5.7 square feet with the minimum the stairway. Sec. 1305(g) openable width 20' and the minimum openable height 24.. Sec. 1204 & A door may Open inward at the top atep of a stairway provided the top step ia not more than 7 1/2* lower than the floor level. Sec. 3303Ii)2 cornices may not project into a requzrcd yard more than 2 inches foot ot yard width if required windows open into the yard. Sec. 12061dl A mezzanine is an intermediate floor and Provide details of winding stairway. a. Minimum tread is 6 inches at any point H~ nay not have a floor area exceeding 33 1/ and minimum 9 inches at a point 12 inches from the side Of the stairway. percent of the total floor area in below. and the mezzanine floor must b. Maximum rise is 9 inches. a clear hewht of 7 feet, above and must have 65% of the long side open to the room below. is, by Building code The loft you show does not comply as a D. EXITS. STAIRWAYS. AND RAILINGS ~~ above the second Story shall have not less than 2 exits. Sec. 3302(a) Required exit doorways shall be not less than 36" in width and not less than 6"3" 1;1 height, and shall be capable of openrng at least 90 degrees. Sec. llOl(e) less than 9". Sac. 1716 Show how guardrail Connection details are adequate to support 20 pounds per lineal detalls. {a. Maximum rise 8. and minimum run is 9". v'c. Hlnlmum wldth is 30". vb. Nlnlmm head room is 6.4". C. Minimum width is 30 inches. Sec. 3305(dI (see attached) 'a. Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. Provlde spiral stairway details: b. Maximum clae is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. sec. 13051fI ~ ,[see attached) Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 1105(f) spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 330512) Provide I.C.B.O. Reasearch Report and Number for metal stairvay, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection Per the approved fabrication plains. Sec. 3061a14B and Sec. 3061f) In buildings over 2 stories in height, provlde openings in the exterior vall below or within 1/4 hour fire-rated assemblies for all way. An exzt balcony with 2 SePArated 10 feet horizontally of an exterior stair- stairvays is sxampt. Sec. 3305 Exterior stairvays ahall not project into the 3 foot setback from the property Ilnes. sec. 3305(ni space under interior stairs ahall be protected on the enclosed ride as required for one-hour fire-resistive construction. Sec. 3305lml be made a part of the approved plans. Minimum construction specifications shall (See attached) E. ROOFING J,d Specify roof pitch. yspecified . Specif', minimum pitch of Roof pitch is not adequate for roof type Specify roof material and application. materlalr not covered in UBC. specify I.C.B.O. approval nunber for roof Specify roof slope for drainage or design .# to support accumulated water. Sec. 32071al {Show roo€ drains and ovcrflwr. Sec. 3207la1 76. Provide skylight details to shov compliance with Sections 3401 and 5207 or provide ICBO approval number. Provide plastic roof panel details to show ICBO number. 7. is 1/150 of attic area or 1/300 of attic# Show attic ventilation. Minimum Vent area area if at leaat 508 o€ the required vent sec. 32051Cl is at least 3 feet above ceiling joiats. . compliance vith Section 5206 or provide Show 1 3/8^ solid core self-closing door for openings between garage and dwelling. Sec. 503ld) /. 03. Garages are not permitted to open into lb4. Openings betveen carport and residence /a room used for sleeping purposes. Sec. 1104 require self-closing doora and stationary b65. Show garage framing section, sirs of header /windows. SCC. 1214 over garage opening, lateral cross bracing at plate line and method of bracing garage NOTE: Minimum plywood diaphragm ratio is front. chapter 23 lk Doors betveen dwellings and attached garages 3 1/2 to 1 or 2'8". Table 24-1 may swing in either direction provided the difference in floor elevation bstveen the dwellinq and qaraqe does not exceed 7 1/2 inchei and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as additional steps or landing must !x provided the primary means of egress from the building, and the door must not wing over the depreascd in accordance with stairway requirements, p6. Provide 18' raised platforms for any FAU, level. (see 1303ci12 and 3305 (gl, water heater, or any other device Which may generate a flame or spark. . Note that continuous fire wall protection ,'@ shall be installed behind raised plAtfOrtnm(S1 prior to framing platform. H. FOUNDATION REQUIREMENTS k= fireplace construction details or Note on plans that"A soils engineer shall note constructLon to be per attached fireplace evaluate any unanticipated ""compacted fill standard drawing. Sec. 3707 or expansive roil or other soil problems Show veneer support and connections comply disclosed during construction" Sec 3061a112. with Sec. 3002, 4.5.6. and Sec. 25161al lj4Submit soils clasqification deferminition regarding ties and 19 wire in horizontal by a licensed enqzneer or archztect based joints or note construction to be perattached on observation, tests, borings. or excavations, and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing Show height and Construction details of a11 masonry walls. Chapter 24 value. Sec. 2905 Note on the plan the soils classification, . Note that clranout openings shall be.provided a/ at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall See. 2415 be sealed before grouting, after inspection. Show floor and roof connactions to masonry walls. Connection shall resist 200 pounds per Lineal foot or the actual design load, whichever is greater. Sec. 2310 slab and building pad preparation. Sec. 2403 Snow haw masonry house walls retaining earth are to be waterproofed. Provide detail. soils engineer shall advise the Building \, Official in writing that: 1. the building pad vas prepared in accor- 2. the utility trenches have been properly 3. the foundation excavations, farming dance with the soils report: backfilled and compacted, and: and reinforcement comply with the rozlr report and approved plan." on the garage side of walls and cellingr on to the dvellinq. Table 5-0 Sec.5011bI to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not vithin the vall or celling con- structlon, must comply with UBC. Table PI-A. or be mmimum 6" dimension beam and mrnrmum 8" by 8" post. $. Provide spread footlnqs for concentrated loads designed for 1,000 PSF soil bearlnq or per bearing value as determmed by an engineer or architect. Chapter 29 a11 foundation walls. Chapter 23 walls. Chapter 23 Show height of retained earth on all foundation cut or fill slopes and show steepness and of foundation to edge of , heights of Cuts and fills. Chapter 29 Note on plans that wood shall be 6" above finish arade. Sec. 24171cI 7. 2"" away from building and show drainage pattern fl Dimension foundation per Table 29A. . Note on plans that surface water will drain and key elevations. Sec. 2905(f) TABLE NO. 29.A-FOUNDATIONS FOR STUD BURING WALLS-MINIMUM REOUIREMENTS 1 2 6 8 8 18 24 8 10 10 3 18 'I 15 12 8 I2 6 I I I I I t 1 12 1 8 I2 6 6 I 2 'I 15 8 8 18 24 8 10 10 3 18 silla to be pressure treated, or equal. SCE. 2517(c) 3. of power driven pins. Show edge and end distance and spacing. Sec. 306(fl Show sire, imbedment and location of hold down anchors on foundation plan. Sec. 2312lfl Note on plan that hold down anchors must be tied in place prior to foundation inspection. SCC. 23121fl Show adequate footings under all shear walls. Sec. 2311(el 13f Show stepped footings for slopes steeper Show minimum 18" clearance from grademto bottom of floor joists and minimum 12 clearance to bottom of girders. Sec. 2517 undisturbed roil. Table 29-A Show minimum under floor access of 18"x 24". than 1:lO. SeC. 2907(C) f0. shov pier size, spacing and depth into a''. iec. 2517 . Show mmimum under floor ventilation equal to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec. 2517 I. PWING pS0. Show all joists, rafters, beams, and pasts 2' to 4- thick to be No. 2 Grade D0uqla.s FLr-Larch or better. All posts and beams 5" and thicker shall be NO. 1 Grade Douglas Flr-Larch or better. (Table 25-A-1) Show wall bracing. Every exterior wood be braced at each end and at Least every Stud wall and main cross partition shall 25 feet of length with 1x4 diaqonal let-In brace or equivalent. Sec. 2518(9)5 ts'9. %. Mi. Note cross bridging or blocking. Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 25061q) Show blocking at ends and at supports of floor joists. and for rafters at exterior walls. Sec. 250619) Show solid blocking at ridge line and at exterior walls on trussed roofs. SCC. 2506(91 Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 Show rafter ties. Rafter ties shall be where rafters and ceiling joists are not spaced not more than 4 feet on center parallel. Sec. 2518(hI show rafter purlin bracer to be not less than 45 de rees to the horizontal. Sec. 2510181 Show 1/2" minimum clearance between top plate of interior partitions and bottom Chord of trusses. (To ensure loading will be as designed.1 Show double top plate with minimum 48' lap splice. Sec. 2518(q)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings walls. in mansard roof or eyebrow so no and flwr levels in interior and exterior concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets. between chimney and wood frame wing metal or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517lfl Show stud sire and spacing. Maximum allow- able stud heights: 2"x4"@ 16' is 14'; Note an A.I.T.C. Certificate of Compliance 3*x4"12"%6"@ 16"o.c. is 20'. Sec. 2510(g12 for glued laminated wood members shall be given to the Building Inspector prior to erection. SCC. 306(f) Detail a11 post to beam and post to footing connections. Sec. 2517Icl 4 Specify narl sire and spacinq for all shear walls, floor and roof diaphragms. maximum diaphragm dimension ratios. Indicate required blocking. Maintain (Tables I,J.KI. Show 3"~4* or 2"x6" studs in first of three story bullding. See. 2518(f) Provide tru?~. details and truss calculations. Provide roof framing plan. Sac. 302lal7 Provide framing sectiona through Section 302fal 7 Specify a11 header sizes for opening over I' wide. Sec. 2518(gI 7 Provide calculations for Section 302(aI 7 exterior locations. wood columns and posts In areas subject to water splash and in shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sec. 2517(clI Show location of attic access with minimun r~ze 22' x IO". Sec. 3205 Show draft separation for attic areal / in excess of 3,000 sq.ft. Sec. 1205 I#. show draft separation for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2511 When roof pitch is less than 3:12. design masonry in buildings over one story in resist horizontal forces contributed by height. Sec. 25161bl board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or Concrete construction. Table 41-1 If cripple wall studs are less than 14", framlng shall be solid blocking. Sec.25181916 ~ypaum lath and plaster. gypsum sheathing 'fl height shall be 3 inch by I inch or 2 . Cripple wall studs exceeding 4 feet in inches by 6 inches when supporting 2 stories. F Y sec. 2518lg16 ~~ 1 . Show plyvood sheathing over exposed eaves, or other weather expcrcd areas, is extsrioz grade. Sec. 25171g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 4706(al Provide an approved waterproof building , paper under wood riding. Sec. 1701(a) Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. SBC. 708 L 709 UMC @ shall be unobstructed and have continuous Note that passageway to the attic furnace solid flooring not lesa than 24 inche?l wide. Sec 108 UMC lighting fixture controlled by a switch . Show permanent electrical outlet and . Show details to comply with Section '109 for the attic furnace. Sec. 108 UNC for attic furnace, or section 110 for roof or outside furnace. Note on plan. gas vents and "on-combustible piping passing through three floors or at each floor or ceiling. UQC Sec. 1706la16 less shall be effectively draft stopped ;" for furnace under the floor, Section 108 I(. ELECTRICAL (National Electrical Code) A11 wiring Shall comply with the National Electrical Code. ).J6~;ij~~~the plan the amperage of slactrical y- If the electrical installation is more and provide a single line diagram and than 200 amperes. show panel location load calculations including: a. Wirinm method emolovad. b. size;of all co~du~tors, switches. circuit breakers. fuses. and conduits. d. Provide plot plan showing services, f. Approximate length Of service feeders. all panel locations, circuit arrangement and load di9tribution on panel busses. 221(Dwellingr require minimum 100 amp service. e. Provide typical panel schedule(s1. &. Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 Sec. 330I(bl Show corridor width to be minimum 36'. rpacmg is not adequate in electrical receptacles. locations and/or ;y./ Specify truss layout for 30" x 30" attic t least one receptacle shall be installed outdoors, in basements and attached garages. ther than laundry Outlets. Art. 210-25lb) Art. 210-26(a) and GFI'S in oarme, baths Show minimum dwelling lightinq INEC Ridges. hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(hl 3 196. Provide metal straps across ridge beam and outdoors. NEC Art. 210-i(al: / and rafters. All heating, ventilating. and cooling systems J. MECHANICAL Mechanrcal Code. and appliances shall comply wxth the Unrform Show the sire. location and type of a11 heatmg and cooling appliances or systems. 201. Show source Of Combustion air for furnace will comply with Chapcr 6, U.M.C. heating facilitii capable of maintain- 2. €very dwelltng unlt Shall be provided with 1-9 d mea temperature of 70 F. at 3 feet above the floor in a11 habitable set. 1211 rooms. Show basis for compliance. UQC Show minimum 30" deep unobstructed working space in front of furnace. turers listing. Sec. 704 UMC Furnace shall not be installed under any Stdlrway. Sec. 704 UMC On plans,clearances to be per manufac- Zd Furnace shall not be installed in any & ;:m;i;;O;ryer vent to outside. UMC Note "UFER" ground to be provided (NECI. Art. 250-81 - L. PLUMBING (Unifom Plunbinw Codel A11 plumbing shall comply with the Uniform Plumbing Code. Show method of providing combustion air o fuel burning water heater. Sec. 1301 installed in bath or bedroom or in a closet Show T and P valve on water heater and show route of discharge line to exterior sec. 10071e1 / bedroom, bathroom, closet. or in coniined space with acces9 only through such mom, unless specified as direct vent applrance. Sec. 704 ZMC Shower stall shall accomodate a 1O"c~rcle Note on the plan that hose bibbs and lawn sprinkler systems Shall have approved backflow preventlon devices. Sec. 1003 and have a minimum floor area of 900 sq.in. UPC 9091dl enclosed furnace or electrrc hearing Show ICBO approval for prefab fireplace and provide approved installation instructions at lob site. ri Y' d2. NOISE INSULATION (DUPLEXES) and floor/ceiling assemblies to achieve Show details Of duplex common Ipartyl walls a Sound Transmission Class ISTC) rating in walls of 50 dccibles and an Impact ceiling of 50 dacibles. Title 25 Insulation Class (IIC) rating on floor/ Show how penetration of assemblies for piping, electrical devices, recessed cabinets, or exhaust ducts ahall be sealed, lined, bathtubs, sOffits, or heating ventilating, or insulated to maintain required sound transmission rating. Titre 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by rcszdent Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 309 of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is aecessiblr far insulation installation lT20-1401lCl. Specify the insulation R valuesfor walls, roof and ceiling. (R-11 for walls: R-19 for ceilings. or provide details and analysis for alternate design. T20-1403 Table A L 28. Specify the groaa floor area or heated portions Of the dwelling. and the area of glazed openings on the plan. lT20-14301 Provide an analysis justifying increasing gross floor area. Show method to reduce the single glared area beyond 168 of the heat loss to that which would occur with basic glazing. lT20-1402,def.l Provide energy analysis to show that the bonnet capacity of the gas centralfurnace doer not exceed the building design heat 10s. by more than 30%. (Exceptions: 48.000 BTU Hr. output furnace. See also Callfornia Efficiency Adjustment.) T24-1404 note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404 Note on plan that insulation of ducts Shall conform to UHC Section 1005. lT20-14041 Note on plan that all doors and windows to the exterior or to unconditioned areas Standard. lT20-14031. shall be fully weather striped per ANSI Note on plan that back draft dampers are requlred on all fan systems exhausting alr from the building. T20-1403 Electrical resistance space heating shall a. 60U of heating/cooling is supplied net be used unless: by a nondeplstable source. b. supplements a heat pump system. C. less than 108 of total heating system. d. life cycle cost analysis justifies. Note on plan that all heating and Cooling Tlcle 20-Chapter 2. Subchapter 4. Article 4 equlpnent efficiencies shall conform to 115a for forced air furnaces). Note on plan that no natural gas, central heatzng plant may be installed without an Intermittent Ignrtion Device. T20-1405 T20-1404 Outdoor pools with fossil fuel heaters require pool covers as well as Other energy raving devices such as time Clocks, et=. T20-1406 WISCELLANEOUS .ybetween planter and building walls. 3 . Show a minimum 2" air space and flashing ., J0/ ~~~~i~~'~~~~ria1 shower tile. Sec. to 1707(a.) be used under the Specify 14th and plaater to comply with Chapter 47. UBC. Two 3/4* capper Pipes must be installed from water heater location to convenient location of future solar panels (City 0rd.I Provide sleeves (roof jackal in roof for two future 3/4' copper piper to cunvenisnt Note that solar water piping is to be inaulatcd location of future solar panels (city Ord.1 in area. that are not heated or cooled. (City 0rd.I See attachment for roofing requirements. aare: The plans were reviewed based on the infornation shown on the plans. If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: 0 Building plans are substantially correct and complete. 0 Building plana would be substantially correct and complete if minor corrections are made at counter. Building plans require major corrections and complete plan recheck, by plan check Date: If YOU have any questions regarding this plan check. please Cdll 5 *, k6lS) m-t46$ 7'' permlcted unless verfied as cost effective Electrlc resistance water heating is not We 'would also be pleased to meet with you, at no Charge, if by a life cycle cost analysis. T20-1406 addxtional as9istance is needed. c 1982 EDITION .. ". Chapter 53 (SEE APPENDIX CHAPTER 53) Chapter 54 GLASS AND GLAZING scope Scc. 5401. (a) General. The provisions of this chapter apply to: over three stories in height; and I. Exterior glass and glazing in all occupancies except Groups R and M not impact as specified in Section 5406. 2. Interior and exterior glass and glazing in all occupancies subject to human U.B.C. StandardNo. 54-1. (b) Standards. Standards for material shall be as specified in this chapter and ilied in Section 5406 shall be as spccified in U.B.C. Standard No. 54-2. Standards for glazing subject to human impact (hazardous location) as spec- ments where openings are required to be fire protected and Section 5204 for (c) Olher Pmvlslons. See Part IV of this ctwle for additional glass require- openings glazed with plastics. ldentlflcatlon and thickness of glass. When approved by the building official, labels may be Sec. 5402. Each light shall bear the manufacturer's label designating the type omitted. provided an affidavit is furnished by the glazing contractor certifying that each light is glazed in accordance with approved plans and specifications. Identification of glazing in hazardous locations shall be in accordance with Section 5406. I Area Llrnltatlons the loads set forth in Table No. 23-F, acting inward or outward. The area of Sec. 5403. Exterior glass and glazing shall be capable of safely withstanding individual lights shall be not more than ret fbrth in Table No. 54-A or as adjusted by Table No. 54-B. Glazlng Support Sec. 5404. Glass firmly supported on all four edges shall be glared with firmly supported on all four edges. design shall be submitted to the huilding minimum laps and edge clearances set forth in Table No. 54-C. For glass not official for approval. Glass supports shall be conhidered firm when deflect~~~n of the support at design load does not exceed fin of the span. 683 5405-54M UNIFORM BUILDING COM Louvered Wlndowr Sec. 5405. Regular plate. sheet or patterned glass in jalousies and louvered windows shall be no thinner than nominal %I inch and no longer than 48 inches. When other glass types are used, design shall be submitted to the building official for approval. Exposed glass edges shall be srnonth. Wired-glass with wire exposed on longitudinal edges shall not be uscd in jalousies or louvered windows. Safely Glazlng this section. Scc. 5406. (a) General. Glazing subject to human impact shall comply with EXCEPTION Louvered windows or jalousies complying with Section 54U5 locations as defined in Section 5406 (d) shall be identified by a label which will (b) Identlflcatlon. Each light of safety glazing material installed in hazardous specify the labeler, whether the manufacturer or installer. and stale that safety glazing material has been utilized in such installation. For additional identifica- tion requirements and for limivationon rizeand use by category classification. see U.B.C. Standard No. 54-2. Part 1. turer.Theidentificationshallbeetchedorceramicfiredontheglassandbevisible Each unit of tempered glass shall be permanently identified by the manufac- when the unit is glazed. Tempered spandrel glass is exempted from permanent paper label. labeling but such glass shall be identified by the manufacturer with a removable (c) Human Impact Loads. Individual glazed areas in hazardous locations such as those indicated in Section 5406 (d) shall pass the test requirements of Part oflicial which shall be proved to produce at least equivalent performance. I of U.B.C. Standard No. 54-2 or by comparative tests approved by the building EXCEPTION: Polished wired glass complying with Wrt II of U.B.C. Standard No 54-2 may be used in fire assemblies and in locations rpccified in Items Nor. 6 and 7 of Section 5406 (d). Plastic glazing used in exterior applications also shall comply with the weather- (d) Hazardous 1.oratlons. The following shall be considered specific haz- 2. Glazing in fixed and sliding panels of sliding-type doors other than ward- I, Glazing in ingress and egress doors except jalousies. 4. Glazing in all unframed swinging dwrh. 3. Glazing in storm doors. 6. Glazing, operable or inoperable adjacent to a dwr in all buildings and 5. Glazing in shower and bathtub dwrs and enclosures. withinthesamcwallplaneasthedoorwhosenearestverticaledgei~within than M) inches above the floor or walling surface. 12 inches of the door in a closed p)sition and whose bottom edge is leas need nu comply with Subsection (c) of this section. ing requirements in Part I of U.B.C. Svandsrd No. 54-2. ardous locations for the purposes of gluing: robe doors. 684 1982 EDITION 5406-5407 1. Glazing in fixed panels other than those covered by Item No. 6 which have a glazed area in excess of 9 square feet and the lowest edge is less than IX inches above the finished flwr level or walking surface within 36 inches of suchglazing.Inlieuofsafclyglazin~,suchglazedpanelsmaybeprotected with a horizontal member not less than I% inches in width when located between 24 and 36 inches above the walking surface. above hazardous lwotions: EXCEWION 'The following product% materials and uses are exempl from the 2. Assemblies of leaded glass or faceted glass and items of cmcd glass when I. Openings in doors thmugh which a )-inch sphere is unable to pars. used for decorative purpour indoors or in locations described in Section S406 (dl. ltemNo.6or7,above. 3. Glazing mverinls used as curved glazed panels in revolving doors. 4, Commreial refrigerated cabinet glazed doors. (e) Wardrobe DOOR. Glazing in wardrobe doon shall meet he impact test requirements for safety glazing as set forth in U .B.C. Standard No. 54-2. Part II. Laminated glass must also meet the boil test requirements of U.B.C. Standard No. 54-2. Part 11. when the impacting object is droppcd from the height of I8 inches. the test shall EXCEPTION The impact lest shall be mxliiicd LO that if 110 breakage u'curs progre~sinhei~htincr~mentsofbin~he,untilthem;uimum~f48inchesisreacllcd. Hlnged Shower Door8 Sec. 5407. Hinged shower doors shall open outward 685 I 0 Bldg. Dept. VALUATION AND PLAN CHECK FEE 0 Esgil Y PLAN CHECK NO. g3-3 7 " BUILDING ADDRESS gq2'7 &dm APPLICANT/CONTACT ad R@OLC)d PHONE NO. BUILDING OCCUPANCY DESIGNER PHONE~%*&S 2%0~7/a. TYPE OF CONSTRUCTION l/-d g SG s5- s- U@ee + a ,395- e P" 3 I CONTRACTOR PHONE BUILDING PORTION VALUATION BUILDING AREA VALUE MULTIPLIER I Res. Baths (over 3) Res.Fireplaces( 2 @ 2,200 Air conditioning @ 1,760 Commercial @ 2.40 Residential @ 2.80 over Res. or Corn. Fire Sprinklers Total Value - @ 1.50 /9?0 58 i Adjustment for State Manda-d 1 Building Permit Plan Check Fee h PROJECT DATA SUMMARY P SITE INFORMATION nuling D.prr by lhom A$VUdix C) .__l-_._.-l_...._l._. I_____.. ..-. HOD Ourdo Onign Tmpmwe (hom Appndix C ar AWix G1--."..~~ TOW PROPOSED BUILDING ENVELOPE INFORMATION Grm Fhr Arr il L-ai (from Ulcu18tionrl......~I... . ............................. . A( Gror Wail &r H Hm.Rir (from Ulcumionrl ............................................ A, Dnlpnd GLVi Aru (from C.lcu!miond .................... ... ................................ BvicGhhAru~(1f,%of ~in.3if Ior.-fi(.wMof Linq4ifhidwiul Am A9 ....... ~.u~pt~on of AYmblY Gluing c *; - L- UP1 UP2 wall u13 UWl uwz uw3 uw4 Uiiins/Root 2 FloOr Uf1 T Uf2 PROPOSED SPACE HEATING SYSTEM (Chapor 71 arruno ..... PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 81 EhnisRI*omaAlon EIWic Raii~.~ Life Cycle Coat lhom Fawn M .- ..-..............- .... ,LCC. 24 LOW Life Cyde Cou of the Othl Svaau itrom Fomr 61 ......_. ......... ,LCC- 25 PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 91 Sob Lih Cy& co* lfrom Form 71 ....-."_.._.._._.._._..A ........._._-. pLCC, 28 hNeI Gw Life CyJ. eOu lfrom Form 71 .._..-.-..........._I......._...... . LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN. 60"DAYS. FAILURE M MAKE SUCH SUBMITTAL WILL RESULT IN'AUTOMATIC CANCFZLATION OF THE SEWER PERMIT. 'RIE SEWER CONNECTION FEE'LESS A $5O.ADMINISTRA- TIVE FEE WILL BE REFUNDED. , . ;l, ,. :'. 5 .. A six-month construction period shall be provided and sewer service charges for the bal- -ante of the fiscal year bhall be collected at the time of application for sewer permits; Sewer service charges for subsequent fiscal years shall be collected on the tax roll in,the same manner as property taxes. If the six-month construction period extends into the sub- sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected on the tax roll in the same manner as property taxes. The full sewer service charges for all subsequent years shall be collected on the tax roll in the same mer as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those applications for sewer permits for subdivisions. Such applicants shall be required to notify the District, on .:. forms provided by the District, of escrow closings on individual properties within the 7 subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. Ff a service'lateral is required, it will be installed by the Leucadia County Water District'. The service' lateral is that part of the 'sewer system that extends from the main applicant's property line) where the service lateral is Connected to the applicant's building collection line in the street (or easement) to the point in the street (at or near the sewer. The applicant is responsible for the construction, at the applicant's expense;of the sewer pipeline (building sewer) from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. H The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPmVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. 'RIE APPLICANT, OR HIS AUMORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT 'RIE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE M THE SERVICE LATEPAL OR COLLZCTION LINE WITHOUT PRIOR APPRWAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNWLEDGED. :: ? - the connection to the District's sewer system. The inspection deposit shall not apply,in those cases in which the applicant has paid plan check and inspection fees for a subdivision. The Inspection Deposit will be refunded upon the completion of satisfactory inspection Of OWNER'S NAME: Don Brown ! CONNECTION -FEE: .."$ 1500.00 MAILING ADDRESS: ~431 3euS-d LATERAL SIZE. ; EASEMENT: '; . PHONE NUMBER: 4?~-4711 753' q 3r3 EXTRA DEPM:~/Foot SERVICE ADDRESS: 2727 Arwnauta St. LATERAL FEE LOT NUMBER: Lot 603, LCMH INSPECTION DEPOSIT -" 50.00 TRACT DESCRIPTION: PRORATED SEWER SERVICE FEE 35 00 ASSESSOR'S PARCEL NO: 215-410-01 00 TOTAL 3izzE" TYPE OF BUILDING SF NO. OF UNITS1 PAID BY: CASHCHECK N06~ Carlsbad, CA 92008 EXTRA FOOTAGE- @$/Foot - . ... . ~~ . . . ',:: ti '. RECEIVED BY: ecd 1,585.00 The undersigned hereby agrees that the above information given is correct and agrees to May 25, 1983 Owner's Signature Date 1.6059 :