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HomeMy WebLinkAbout32.168 - Deck Plan7YPE ORL&A-noN OF .. bIINCOM RESSME CONCRcT'CONs?plJCi'IOfT , S, RENi`Titl{;'.1 ' Sar_roem walls and.fbundmmrs -..�. � .^..SoO" "a!trwsd to do rrathat B:z== S13' s =4 A:C.... bn Rad-, er..cpt Wage floor Slabs LAfi.Il_ILf!l Es .i wells, foundefim*ills.-1 ' exteio'wellz lmd other v—tt at ". rJ(. °mC m- wort ccpcs A to dC .S..,p03 - w�th? ?omhm=-por:siebs Andst-ps}Ijjj` - 34 "Pand wLhe weather And ,ji 'ry1tl�II taste `oot slehs -- } ::.. ....: ;. LAfi.Il_ILf!l rJ(. h Al193tN t141{ln I �. fl �... ,ji 'ry1tl�II !S:i'li ..1...-- 'i -t 2.! iU �I ji —.}ror,C ,.11"Ar�-h'CIGHf -4..___. 3L:. ...�. �. : FmSI.lpsi•6,$S$i-Pc- , Cot -- in ti:ese Toceti5[is dlufi irsy bC =cbi:.n to fft..zL. g' wnd thawlnL' during ca%t19eUon sImll b llr. : ==in --d eon-T±te in %=dante'with Footnatc 3 ". 3. `.:Comte shall b: Aistnt-ain:.d. 7aal'Sir contrnt : (pi.^' by volume of eon_r:e) shall no be tis team ±•.'+ or mm- Lh..tt w ! '4. -Se-,790 CMP 31iDt:2,7; for tnttntitum c m=t `. t f i IN CO d , -O. . , W LO /6� O �' ti Q � a .45 I EtYCI/7l" i7_ in co P7 exlO N,7,<Cn L� 7o p ,ter. �, ra xhr p� W X �j V i. t i _ i t A - -, jiEJCtS7fhG AousE t 'D Pc Maximum Allowable Cpans For Joists in Decks and Balconies E TABLE 3603 .2.3 .1= t 3603 .2 .3 Southern Phe No, 2 " Modulus or ElastLtty'E' - 1.600,000 ?x6 - 1,-4-40 2x!0: 1,2!0 2x5 - 133 2xt2 - 1,120 '�.5� Jot 2x6 2x5 2x10 2x1? .2.509 5lze - Basem-nt walls, foundrim.. walls. fokt 12, O.C. 9'-4, t2-4. 15-9- 19-2 Spacti-G tb'c.C. I a -s 10-3 14- 4 17-5 I. Oeck Yeslon 1oa^s .0 ro5 psl - Live L =_d,10 lbs psr DeadLoa-'. 2. Brtdaing regohenents apply when iNe load exceeds 40 lbs. / t, -J. ft. One line or b-Litng ror each B feet or Span. E 2300 .14 , 2 3 3. Final deck idcatbn to be de+tern!red by builder and site ccrtdittons. 4. Deck rl !sh materl3!s to be determinsd bg bulkier. I Deckln3, posts, Ratincie, Balusters 5. Bottom or footle: to be d'Oa (min) below rinlsh grade. PT --r/0Bea7 /.i7 / T r H�a,-ar s r l PT ?--e r /'to AP1t e.A,D — a PT 2-2K/0 BsNa -To,a>' Act APao,Hv a 12"V( Com. PiEtri is IQCQVIFf D� 'Q —� i3ELow 'TRADE %.---4`. t P7 e -l0 �/A�LC1l L� To f/txuE 3�l3pfrC6��C-,c,ay. I.ossC& 3t�G+.r. L1 W- I -%[•FTE P/'J I i. t Date Issued biz c3 Byc try' FOR REVIEW ❑ FOR BID ❑ FOR, CONSTRUCTION ❑ FOR BUILDING DEPT. j} Q I 1 i i of I -41-0 e T_ .Decrp.,c F« S,tyEc, 0Ec'< R oqN VIFw 3604.2.2 Concrete: Concrete shall have a n6rdmurn specified compressive strength as shown in Table 3604.12 and shall be air entrained when sub;tect ro freeing and thawing during construction. Tatat arr content (percent by rofume of concrete) shall nor be less than S% or more than 7%. - Erception: Concrete mixtures used for exterior porches, carport slabs, and steps that wilt be exposed to freezing and thawing in the presence of deicing chemicals shall consist of 520 pounds 1236 kg) of cement per cubic yard of concrete which meets ASTM C 150 or C 595 as listed in Apprndis A. TABLE 3604.2.2 N CL'\1UM SPECUMD COMPMSWE =FNrTR OF C'ONCRETF For S:: I psi - 6.895 kPa. d. At 28 days psi. 2. Conor -t- in th-s- Iocadom wtfi-h may b- sub -x= to fr-;.zing and thawing. during construction shall be air-. entrained con -re in accordance with Foatnott 3. 3. Concrete shall be air-entraintd..Total air coratnt (p-.= , o♦• volurn- of concrete-) shag no, be less then W mor. than 7',:. 4 -See 790 CM?, 3604.2.2. for minimum caneri mn4'M. nm.u.tut.t SPECGLTJ TYPE OR LOCATION OF CO11PR£SSIV'c CONCRETE CONSTRUCTION l Hasemat walls and foundations '�.5� ae%nosed to the wmd= a. .L...�:: x—p LII L^IC.G i13:.Y - .2.509 art de, a<�, t ¢arae tlooe slabs - Basem-nt walls, foundrim.. walls. Manor wafts anal cr:hs v- ical 3 con. =rte work exp os -d to Ike - A003 weaGr' Panna. ca. -Pon. slabs and steps exposed to er. uratl>_-r. and 3.0003.a :{mace floor slabs -. For S:: I psi - 6.895 kPa. d. At 28 days psi. 2. Conor -t- in th-s- Iocadom wtfi-h may b- sub -x= to fr-;.zing and thawing. during construction shall be air-. entrained con -re in accordance with Foatnott 3. 3. Concrete shall be air-entraintd..Total air coratnt (p-.= , o♦• volurn- of concrete-) shag no, be less then W mor. than 7',:. 4 -See 790 CM?, 3604.2.2. for minimum caneri mn4'M.