Loading...
HomeMy WebLinkAboutPLANS PAGES 21-30�YPICAL°L• D�1WEL5 TOP bnR.-� o � � y 611 51ZE _SIZE TYPICAL F00TI N G DIETM LS � QOTES 1. WIAEZE FOOTIl4(3 SIZE 15 LESS Tun') 4:00 1 6n¢5 SULL NA`r.E:STAISD Azo 400k'S< CONTINUQUh FOOTIQG5 MAY �AMF- "T1ETYPE FOR SPACED 6A,Zt, A5 5110WIJ IQ THE SECT'IOws, 2. OWE OF 5"&LL aE F1.4tcer I'.l TOP WHERE. IUDICATED'DAUy 4, N T> F_ 5121-IEDULE. ALL CO► 71kiUOUS BARS ',j RVE NECE53eRr sQLICES a 01A. LLF51 9TAGGER.ED. 50% OF BARS S;ULL ' AVE 9 In BEFJaS AT WI I_.C.OIJTIN0005 EWDS, 3, ALL FOOTIIJGS suALL BE CENTERED U `HALLS OR COL.U.M2.15.wITH'ELEV4"n0 , QS SU044u 1 V(CEPT AS OT"ERWJ 5e INDICATED ON TLIE PLAk15. 41 ALL F0»TING5 SLiI'�,LL sTEp 1)OW1.3 AS IIECESSI+t�Y TO MAT: % 7_FTAtk\1�1G ;WALLS 4T PERIME7E.R. cLEVATIOQ WILL.VA-ZY._T0.-1_v1AJI; A .EX15T(Qc GcADES. NOTE: WALL SURCuAeGE DE51Gkk LOADIM(; = 150-0/01 ALL. MMMKIIEy V0I05 YfJ 15F GQOU71) w1T1.4 REII.IFOCL KIG Iu CEL.Ls A5 NOTE.D, 8"X G,"MiQ. CQNc, CAP W/ 1-+14 U)0. TOPICAL I-iA, c-out, \4.1(14 #4 .-Ztl • I��j tli:: .- I u 2.Z 44 Q. 32" DOWELS AT 24"Q.f. IT E,FI w/ 3-,K 4 couT 3 -_05 C0UT, V 1 (On Q11 II_IyY WALL"V ' Y1ITk REDUCED FILL 2 #5eIG`' - Q ail a0 c0 '` ____ittlelG" 2'c�l - 3-t4 cot.1T I l v Ll coNT, o N j- T # f ,I SC8" D -( #5CIG, _ N 41 rI8' 2 8" 3- 5 T toMI 2 5 couT II-/t WALL " iZ.4 2-�4 coµT. , WALL z1 'YPICAL U_7M 1k1G WALL DETAILS C 4 _ _ STEPS TO M ATc11 MASOA1t?`;" v, 4u 4:_ 30'- 7_ __ t OF SYMMETRY "WAI I WN I mI'1 %tNC�� AKID Qr)9C LTE COVFlz YPI CAL sT PP�D TOOTWC DETAIN 491- 41' `'ACF_ OF Cl - £XTE1.151ioo 2°cL. tP1eAL 7.FI4F, oF= —, -- ADDED 5070M t&R5 colaT, F007114C,. 3.14 FooTlm(; 1)„ 2.#4 ALL 0T41ER5 EXTEQ -D Laos QF Mo F x r (D cOuTlMun/jFOOTIQ G-�, WHEeF- 11 NCATED QU PLAQ. MO ADDED aARS AQr_ VE-QUILLED WUEZE- EYTFKJ5(0Q IS LC�`174Q 1-0" BEY0"D (A;:C_. 11) -8' 108' 4" kEY DIMENIslom PL,AQ i\�0Tr: COLUMAf L\R.E tMOICATE.0 ON SHEET 3, 2- AK,D 42E SCPEDULED OQ 54AFUT' 3,1, COLUMM 5IZE,!) MAY BF` [KI CREASED AS NOTED ON SkIEET S,7. REFERt:ti1cG �In2TH i< t U O Z O En w U F- Q w Ewa 0(YOM I O Q a LL- n � m _ 1n i- LLJ ZLIJ U=N �— H UL9U19 WJwm 3 mm m oF__J❑ m'7an< Q I O 0- r I U of L l q 0 Ln C9 Ln Zlflm COMM. NO, 5.3 Copyrighfr 1966Schweb & Twitty Architects, Inc. All Rights Reserved of N � I - � I Cn • tv l U) 28-9 I Cf I r I a U1 I c t-- I � I O I I N , I I m I I P I ; I � ' Ln N m ! 6 1P 1 , Cu [J I 'ZB-9 2(5 - 10 21G'-8" 1nS'-4,' - - 25�g„ n I � I N I N i l I m +— cv lI 213 -10 OF SYMM1=T;-Y 42, e° sLa QoTF-s su'5 FO-V-mm LAE', 5Iw-1- bf: CoQT1IJUnu' WHF'n.E SN 1WQ- I1Ow-COI.17 IUOUS EQD5 511AL. OW-Y, -iTrtm 2ul) i A`(EC` gC)jT()hel OLl'�F1,1At15T 1�Qjf(l�'l Gj(St L_ IkiATE G" (k1To r�ENiA'S' S1 ut --tr_ 3 , vA/WEV,F_ 5lV)WIJ SµA�J- 5E V t_AV', WNEIQ-'�- t k V,' l E-" TN- - Fxcz, v 4C"cr SF'Llc;:: MAY FC 2101" LAvli' STt1b F:=::r� _t)" 3 r f�l>a, c;�� nn�ac°r_,.1, ��A�;:>, IKT9MP- 5t.A55 ONLY 9NYEc.IQR SLnB3 mILY 2° A'.-;_- OUTER M05-17 tboTTnM bAn s To NAVr=_ a/4° C0K!ICT E_TF- COVFeK. A'�.L OUTEI�MEar TnF BA25 TO NAVE_ 3/t4' COMCCF7 COUFV, I E:XCUT lTV.4;A_k_ blILcok!IES t OF iAtl_ s�IEE:C s s TO 441VE i1� CONCP,ET'L CQVE4 BAI_CnLIIE S DC TAIL rtlll5 5. U. T. ) TC) HAVf 3/4." COVE_P InuTEI*oQ- 6AR;J Uk\UF V?- "T'ILF.. ---- ( Qup STI-P 4kID SLC)T'C M Q Top I TUE SLAB IS TO i F_ itT IDIVECT'ED .13Y 714E AUCR ITECT WHE4L. I�iD lTF.( BY TI1L 1C2' LTECA, WHVLkC, NO FINISH IS FIZOVIDLID TIAL COVER. ullA''•. PEE t3/411, 3/-4TYYICkL S?EP IS L (MAXIMUI�(.� C 3, 1�1TtI lCli?_ SLAF� T4VICLLiFz.S I5 '7z"`CY4�lCAL.,-j'EI�IZACir SLAS'S n�F �c," TNICC: M1FJI�iVM WI�'41 � �,� FItiIsM 17r" Sir Pt AS GIRE.CTEG W TIIF- br-cNITF<:T. WALV-WA-Y SLAMS AF£_75L"TWCv MimiNAUM, �I m m w �-h" TI11Ck IF Iw RCz.E. s, AND 5Hk-L Son. k AS >JIICE_: TF_U BY TIE ARC"u —C-r' �� llo f1Ft.1. I, C TIIk.I 1AR�Fr TUA{1 A 5 S1,FEVk. WtU- �E ALLOWED IFXCF- T A VJ\ THE � l,4;:I1•.ir;.Ets:-, ALL c)PFmwrN a AkID PI-r10ED wIT(A)0 THE 5LAt3 U&I-L 0F. DOQE:1KI c!j m m Ld C) WITA°CI• STALit M1P, 51 -+ j _ I 1 fJ01E= BEAb1 TM2 UAf AUJAc.F61T TD s._r.r>- 5TFF3 To DVC)p As 7YF!CAL \&'ALYWAY tWUQY SEC7lOW Dr:Tt�IL ?ZQVkDL U Dnw: AT WIT-4 1_a COAIT, IN CUT'-G: \ 17 I O Gt8„ a''' '" f� 8tO„ Rol III QEFfREUCE IJORTu 241° IFLOOZ FR.AMIK1G pLAQ tlD7'E-5 S. gALQQQY 5LAB BOTTOM V-UPF0rzcltJ6 Is ScuEbULF-r) WITH Di I QT(Ofa nF OUTP-MQ�57 STEEL. TERIZACE Sk-&55 AVE DE51G1141ED S,I-3,'NALY V/Ay 5LAa5 ARL S,4Tu u S-C' 2, pESIGIJ I.OACS t INTEP-tQ9L TERELAcC-S STAIIL� WALV-WAYS. LIVE WAD 4o */cat Go,4/0t Ina III& uEnp LOAD = 40 m/ot 20'%/toI TLC #t/a, DEAD LOATD ALLOWANCE 15 Fop- cEILINc5 ) Fl�11514 4 pARTlTIOU Loons ,ALI. IL) AQV\°TIL)kx Tn STRU TURF, SEE 9U F.r 9•5 FOP, TD? R�IU Q�Cltica, 3, i3EAna's .5Nowu Lr-f7 OF � GIZE 7),FtcAL 15o7�1 51PES OF 13UILPItiiC NLY Bomm 5LA0 ZE)OF. IS 54-IinwQ TUI pI.AN!^ 5EErSNI7-FT 5-5 FOIZ TOF STEEL, C' U RGF D. CR(K k -P ENGINEER U ❑ _. Z ❑ - I N W L] Q W �W� H LO%a 0) Ll L�.I 0 JO (J) Q � a - Lf) t W-JUN UaWm WJ DU-mIn m mQ Q 1 0 0- _ a Z LO U ❑ Ln UJ (A Z lrI 3: m � u c� 0 zwtr� W ; N ._ oo�a comm. No. • Copyright© I986Schweb i Twitty Architects, Inc. All Rights Reserr of -- ---- -- 59.6" i - \ 48- �------ I i k I,; I— ------ -} -- 2�-t0 zR, -1O Z�-to --- o - - —s in 1'4 x 5'0, m m) I N 1 28-A �n- NI 1 _ I ic _— m T �t IP y 1 yv 7F N -- - I IaoTF : ZAR5 1kIDIWt ,-u ThuS i - --- 5 � t� m � 28_5 - _ _ .-_. n{c.E 4�- t1"I- ��.'Q,C. ANP n � 281 --- S_fl 5 o „S tl�l)1CASE� SUPFQLT BIaCZa, N o' --- n O F2C1M EIJD OF Uf'PQIZTE.ra gA2:. N _ 4-il 5 cnLo od N - - m --- 3-+r5IF ?6-lo, ---- --- --- ------ --/ / `i t o 28-10 a I - 3'AL -(1 ._... 1T -- - --- - h s — — — — < i ---- — S N ? E I m -T 3` ** m � m N j� I �r 4 e IQ', � I � ` ,I - -� _r- 3_�n -- - 2s -2 + N 1 1 �J� w I cal f _ 2 6"� 1 _. t ? —t r N I — m- 4 8 r .. q .. m IIn C) —T <}:Nt L r_ m'I � a _ I , � � N ?�Y� __4 _ M �C'�0 v r- a1 t i -. - _ - IN n NI IN q — _ - l L-� +---�- �-- i � 2 8 - -� � ' i '�L � i t ,\ Ir I � I ,�:7 � t q 4 e I D� I I o '14c iw I i a _7,1 +t4eIC1- I ',A �(_v � \ --. _ •-_.\\ I sY / < l/ �� I \\ �. . - , CO LA t 1 l9 L ----- 4`Ip° r.'-2° G'-2' G'_ 9!0_+2• 4tIQ' ------_-___-_ '� -g-5 r m I �o_4V._. 30-�. I_ , Ea. 11711 l_ep- n cn l � 2-4" i2 / - 2'-Q wlkli NJjt✓I g, 10 STRIPS AS S"0WIN 'STIZ-WS °1;0ftl ou PLAu ou p> A0 ; fQa Al + �w I "� - f ",b' _ I +, D 5 c ++5� rn5- II N N Ilk uQ ->I LV-ID GB -ICi. LV-tO N .. -------- 2e.3 2g-3 �__ _ N ��N t I 00 wr LEs Tu Ake 14 ,13, f^ EwuA 1�3 78-8 26-8 29 -6 2a-1'j 42 8' -- — r-- U4oT LE o THA r t G, B 4T� 1 4a - - - - - - --- 3116' 810„ } _ UAL _ OF SYMMC'TL'',L 2`!D �.AY GL Tay STD`~`QurP MC7`�l Tot>,ST�E- ._. LJ LJ U 5FAt<t A SPntd B 5mm -C�-`-- -- �3pw 9, t 1 I , TY PI CAL5LAb -Top 5t�,— D�.�"ML5 Ak D LA7�:5 ' BA4_. LEKJI;T6I5 TO 5F_ AS 5W,)\N'kl Oki FLAQ OP. AS 'DETE(,t•1 QrD �izom, 45c COt-,k1L- s SNCiWN Qkl PLA+J WITH MIuIMtsUt'� AA, 4 Wvl AanvC AL'LMt^Is -ro e)E 2Lo'�AP) R\F.Y WwEILC SMDVjQ- 2, SUF'Fou.'r �A¢ A%T S11(1NM ()W Pl.Aklti AID MAY b,F- Pl_ACUD IN 1L 1_o "A(EF�- WPE-AJ^ SUC1Wkf OUTE:.N05T-QtiILY IF Rite �L�`tt4.'.. k-EFkY, lS F-L_5VA-TECD TV OUT[.0 MC7 T, PPOVI)E M)DMONA� 5VFPOR'T BARS AS kIEC�.55AR.Y 3, Sf.C_ 541f:r. i S°4 F%r - COAICG'F'.TF ur.1Vk.''., ADD A0D,'FiOkw,- hiC1T v, f. I VLO 'FLOOR, FRAM►�iG PLAQ MOTE ., TIIs Pt -Au '3 4OWS TOP sLar� rE(QF0RcWG C)kILY, SEE S64ur s,4 For:. DOTTOM sTF-F- 5EAM5 AkiD TmCAL WALL WA`( BALCOOY Sl C`Ttl)kl, 2, sc.E gRi ;i lTE cT ; DRAui NG r0(- AL.1 WATT. p2oc�P l�; U�Ti�I S OF SLA B. 0 N r 0 REFEREUCE QQZTµ U -- ---- -- 59.6" i - \ 48- �------ I i k I,; I— ------ -} -- 2�-t0 zR, -1O Z�-to --- o - - —s in 1'4 x 5'0, m m) I N 1 28-A �n- NI 1 _ I ic _— m T �t IP y 1 yv 7F N -- - I IaoTF : ZAR5 1kIDIWt ,-u ThuS i - --- 5 � t� m � 28_5 - _ _ .-_. n{c.E 4�- t1"I- ��.'Q,C. ANP n � 281 --- S_fl 5 o „S tl�l)1CASE� SUPFQLT BIaCZa, N o' --- n O F2C1M EIJD OF Uf'PQIZTE.ra gA2:. N _ 4-il 5 cnLo od N - - m --- 3-+r5IF ?6-lo, ---- --- --- ------ --/ / `i t o 28-10 a I - 3'AL -(1 ._... 1T -- - --- - h s — — — — < i ---- — S N ? E I m -T 3` ** m � m N j� I �r 4 e IQ', � I � ` ,I - -� _r- 3_�n -- - 2s -2 + N 1 1 �J� w I cal f _ 2 6"� 1 _. t ? —t r N I — m- 4 8 r .. q .. m IIn C) —T <}:Nt L r_ m'I � a _ I , � � N ?�Y� __4 _ M �C'�0 v r- a1 t i -. - _ - IN n NI IN q — _ - l L-� +---�- �-- i � 2 8 - -� � ' i '�L � i t ,\ Ir I � I ,�:7 � t q 4 e I D� I I o '14c iw I i a _7,1 +t4eIC1- I ',A �(_v � \ --. _ •-_.\\ I sY / < l/ �� I \\ �. . - , CO LA t 1 l9 L ----- 4`Ip° r.'-2° G'-2' G'_ 9!0_+2• 4tIQ' ------_-___-_ '� -g-5 r m I �o_4V._. 30-�. I_ , Ea. 11711 l_ep- n cn l � 2-4" i2 / - 2'-Q wlkli NJjt✓I g, 10 STRIPS AS S"0WIN 'STIZ-WS °1;0ftl ou PLAu ou p> A0 ; fQa Al + �w I "� - f ",b' _ I +, D 5 c ++5� rn5- II N N Ilk uQ ->I LV-ID GB -ICi. LV-tO N .. -------- 2e.3 2g-3 �__ _ N ��N t I 00 wr LEs Tu Ake 14 ,13, f^ EwuA 1�3 78-8 26-8 29 -6 2a-1'j 42 8' -- — r-- U4oT LE o THA r t G, B 4T� 1 4a - - - - - - --- 3116' 810„ } _ UAL _ OF SYMMC'TL'',L 2`!D �.AY GL Tay STD`~`QurP MC7`�l Tot>,ST�E- ._. LJ LJ U 5FAt<t A SPntd B 5mm -C�-`-- -- �3pw 9, t 1 I , TY PI CAL5LAb -Top 5t�,— D�.�"ML5 Ak D LA7�:5 ' BA4_. LEKJI;T6I5 TO 5F_ AS 5W,)\N'kl Oki FLAQ OP. AS 'DETE(,t•1 QrD �izom, 45c COt-,k1L- s SNCiWN Qkl PLA+J WITH MIuIMtsUt'� AA, 4 Wvl AanvC AL'LMt^Is -ro e)E 2Lo'�AP) R\F.Y WwEILC SMDVjQ- 2, SUF'Fou.'r �A¢ A%T S11(1NM ()W Pl.Aklti AID MAY b,F- Pl_ACUD IN 1L 1_o "A(EF�- WPE-AJ^ SUC1Wkf OUTE:.N05T-QtiILY IF Rite �L�`tt4.'.. k-EFkY, lS F-L_5VA-TECD TV OUT[.0 MC7 T, PPOVI)E M)DMONA� 5VFPOR'T BARS AS kIEC�.55AR.Y 3, Sf.C_ 541f:r. i S°4 F%r - COAICG'F'.TF ur.1Vk.''., ADD A0D,'FiOkw,- hiC1T v, f. I VLO 'FLOOR, FRAM►�iG PLAQ MOTE ., TIIs Pt -Au '3 4OWS TOP sLar� rE(QF0RcWG C)kILY, SEE S64ur s,4 For:. DOTTOM sTF-F- 5EAM5 AkiD TmCAL WALL WA`( BALCOOY Sl C`Ttl)kl, 2, sc.E gRi ;i lTE cT ; DRAui NG r0(- AL.1 WATT. p2oc�P l�; U�Ti�I S OF SLA B. 0 N r 0 REFEREUCE QQZTµ U ❑ Z ❑ ui r- U Q W :3 Lal Q t u,:�- U Wp-0� jM It Q a LL-m t- I . Ln WLLJ -jUN EjL9<m WJWm. m�mm m CO Q m Q I 0 IL Z � ❑ IX U (n ❑�wM ZIn-3:m Z O ;rc Q w - O 0 ¢ GERCsE D. I;IZCWF A COMM. NO. TYPI CAS.. `rEI-RACF, b4\LNNY SECT" QKI IDETml, m Copyright© 1986Schwob & dtects, Inc` All Rights Reservod r R i — — - --- -- 25=9" 23'- I I' 10'_0" f- W 7r U F- Q 5'-0' OVER HAUG THIS t ul j iV CQrWEC OULY I - a -- — -- -- -_ 2'-0"OVECNAUG TYPICAL -- - - - --� m RB 3 J1 pB-`a F6� m t � } WJUN �ipT(: Fr-&mE. 'TRU`,� E5 Ar,001D FIIZE?LecE 1ZB-3 I I j�- U LD Q m �.--- \ G'C Q Lj m F1rUE5 A5 DI1_ECTEO gYTE(E AD.CNITFCT. � �, J' _! 1 l I W Jm \ ALL DETAtLs OF FiLf_F'LACe F-XTEUslotV -_ ! Ur LL EC 5 i ABOVE ROgF AUD IT`3 5UPP02T -Tc) 5E As --- -..___ Gr I ?wv I DED &Y WE Arc(-! (T ECT, iNCRE ARf— UD sUPP0271 ON PQOvl5tc71.ls 457RUCT, DuWG_ I- _C M Q ' __- - 8 Ir 3 F-ZF-0y T�/ CEIINGS pRUJECTIAIGr 4 ARC UC7W1 1T0 rZJhiEqT03 NU55FE Aun, LnW Y NJ RB 8 26-8 tZ-8 \ \ I m AT i3 p - I r ' 1I 1 _ `il - i I QD B ..I I 4. Q ►- �GT -.- _._. RB- 3 CID -- , AT, 4 I FRC Mt HIuS 02 A5 31,10u,'Q 1 ' 3 i� i �PposlTa. i i 7 —_. Or j_ \ N RPM - I Ii A°' S'9Q-z a Rg-2 m 2a0 ul r f.+ AT 5 I ELEV,= Of \ m ' - as �r qF 5 cnuc,l S LAB. \ cT 6 °L �ea-Z of r Q9 1 QB- I F-5- 10 aB_9 GT IS 9 _ RB-8 lV ►Sig - I, -- l % RB- 8 pB_ S - _- - -- --- —e I " -Alt ';�eca K1 N N tJ a I 5 i I tq r.01 , RB-1 °t ze-8 RD-8 r, Ra=B i 59'-0" SF-e- AECIL Foll ALL Ftic(A. DETAILS/ a+ i / tt 41 EIVE 2K8 :�UGEI?S. gEAP,IQG WALL "a PLATE'S w\zu OIL b4LZs (L 2( - Y y w�LL oP��sl►�� PIGSL. OoF SECTiGKIS t" N m OFGSYMMFT2Y E 0 G E C)EW 1 NOTE: 3' G` AT PLL MV54 F5 2� o' 1 CW DYJws Fog 50mT RETURWs 3C_ALE: z.,s i-o% ar. y I � REFERENCr- IJO2TN POF FRAMwcl PLAW NOTE 5 ScnLE: ei,o„ i. 70OF DES I q Q LIV E Lob, = 20 O/ot ( 30 %1 AT FLAT 200F) W ITN DEAD LOAD = 30 */b MET UPLIFT-: IWTEZIL�R. = 5 a/o, E).T`F-R1012 = 200/ot. 21 R MF C01,J STfzucTIOU TO BE R�FTEe" 7Ru/75E or,301sTs AT 2'-O- q,c, w(TH 5/3" j"VJC)" V%t?p Ir2AM TJECb- TI-IRv OUP, 3SEE &rfZ4("FCT5 'p2gJ,11I.t�,� Fr)1✓ `(PLAY FIREPLL�-E EY'j-61JSIl1N'_, 5EE 5NEET 5,9 FQP� ALL TQW5 PC.O'FILEq- AND N07-3. rNG:rv��F. V O -- m Z w W Q 0 0 W C COMM. NO J CopyrightOc 1986Schwab 6 Twitty Architects, Inc. All Rights Reserved 9'K 13"x 13° CAP'PLAT£ 4" K 4" Tubc coLL 3/I�o AT 4,G ks� 02 '/4" AT- 31;, I<st. 3/44 x I I" K (1" BASE. PLATE \N IT41 4- 5/4" � A, e a t_Ts. o \, �/ 1NI�kl 'DZL, NUTS, TOP aF FoaT111c i.° M 111L qR PE.1)ESTNL. 341WWVl GROUT, T Y P I C A L S57'E C O U Wi UTM L qoT£.; SEF- AWA, 'DWCS Fa'R, ALL TtU_?Q,00 1MG DE1MLS, .!i ALL COLUMMS To UAVE. BASE jtS a EAICASED IIJ 18�918 CooceETE W/ 1-04 TIE , SEE COLUMM DTL, Atom. o 0 m PEDIsWNL 'W/ FOOTIUG AS 5NE'Duuo STEEL 001 UMQ PE DMWbETAIL N_ Qom: TOP OF IAITER.IOR» FOOTW. MAY gal_ Vr Et_EVATIC)" =(-) t'-O` ExceFT WHec,E DCop5 AeE V_F_q IEED !FnQ AnJArCFM7 FOOTINGz, wuElzE TO? eI_EvaTInN I5 LEs —wms PROVIDE A MI1JIMuM PEDI5Tt\L AS sa)w►,I, l0" ADJUST W.) r-LOOPL �IW511 AS 'Dtac-TED By Al2CtN, I SEE ARCU. DWCS, FOR. Z\SE AUD R,UW5, I -'� 5 Iti TNICKFNED 'GD(.C. STAID ou V�LL 'DITML ALL_-nes C,20 1r -1 Co 4 FIZOME 9OOM-ISD ALL 60,5 WITH EMBEDMEMT LEUG'TR LE55 TURN 22 BAR. DIAMETERS. SIDE L&P ALL 5F'LICE5 CORUER. BAP-5 TO NAVE OFFSET - i:G MAYUMUM. CoLUMu FOUR. 51lALL RIOT YRDJE.CT INTO 31-A15s OR BEAM5 FL ACE0 OVER. a 4 COLU M ►J DOWELS OF SAME. A, /SIZE 440 WUMFzER A9711E. o COLum.Q STEEL. to--- 3SE �pGT1IJG DE'('AILS. __IYPI CAL. Ca LUMM DETAILS 1"lell I= 15"1" — T, COWL, 51-A0 Wf P14. EAC4I TREAD 3' 5" W I DV SF_CT'LOt� COLUM VJ 5CkF-DULE. I I j f i I N j ,n ul U1 O I p to a I N L = u1 ^w to (9 s I Lo v� U i = r Ul <0 9 cal x x I X s x t9 m I m x4r- cp m =co <i �I S�C0�10 FL�c7R o FIRST rLt�C7f� rot —a10 #3�Irz H3eIn' co �.✓ C 25 C�24 C,14 C I© C'4,7 3Q 3e12' OPEIIIFSG SCHEDULED SIZE I�cR.E�SE ,, CgLUMI.i. �"1 ADD BAPS C, 5 C 17,20 C 1�,18 C' 8 C' 9 C 2 11,1319,21 C 12,22 T YFI CAL. COLUMQ 5EC 10 � D ETA 1—S tT INCREASED COLUMQ SIZE q0 5: COLUMkI SIZE5 AS SCUEDULED AR.E _L FOR GAR.A.GES Ar2D FgfC CciL UMNS A5 S}laWrJ DETAIL FOIz �-1 �.1KQ NG ) OQ kEY DIMEWStOW ?LAQ SOEET 5, 3, CENTU, VOOTIr1:,5 tQR scNEDULEu 31ZE. of c,aLUMu op, As SUOW�L OBI FOUND}TIOIJ PLA1NZ IIJCREASF_ coLumo SIZE, AT OPEMNCS A5 SPOWU OIJ ArtCW71 ,C'IS �R4wwG5, WnERE. SIZE IIJCIZ.EA5E t5 1_E5570ALX G" I,10 ADDED s7t_C IS wocN IIAC2EASE IS MOVE, 'rllA►J (',;" ADD 'ZJ4, MEM INCEE.AsEE IS Mo(LE- TIIAN 3" ADD 2-#5) wu_w )IJCR,EASE 15 MOV.E -jOI\Q 124ApD 2J 5 wljN -# 2) TIE5 <Z,5"0,C AMD IN CZEASE TAE_ FOD7416i Tt� MA7C", SECT1OQ (2� W, S�\4L • 2 V -. 1 r O.� SECT1(DN � o= H �1NCiP.N?F&fd U ❑ z ❑ L] f- Q W i- to ] -a Q) U Wo_j0) LY LL Ln Q Zw _ I UJ_j N L1L9QM WJW® Lo U_ L 1 FY�_j❑ m m Ch Q Q ToIL 3 f-zF-❑ I aLn91 u ❑ UJ [Y] zU)�: CO~ NO. Copyrigh D 1986Schwab 3 Twitty Architects. Inc. All Rights Reservi �8"x122`; pER1METEC .BEwt wl-la 2-t15 A¢oU1JD 5"5t.Ae� 1 w ITN .14- (!12-ax, E,U1, To A14D 130TTDM (5/4-COUED-) 2' cf M!v.� i Fou@ s,DEs. N; NQT1=: EUTEnIJc_E -TRUSSES TO EE NP- OW 47-rzOUT FACE -OF 'ELEVATOR. AuO cnutJEcT To GT5 r U ❑ ScNEovLl- ? L IS 711E COLU1dU SIZE EQUAI,� EQUAL ►�oT Lrss ru,w SPAy`C" — r- 2"cl. A SVAN'A' - - 1/2 •D-1 IA Svnu K 1/4 $PAu" g, - L� 4. " �Vme-5 foe Qr,\vVB MAa K { EO EVA7to ! S IZt 'i REIUFOCGI/1G �{ 5T122UPS — W fh -'E'-rBARS 'T- 81aR9 C -BAR5 —T MARS ZERO _ -- --- W ' 41 8=6Arts T-BARS C';enits ,.E. BAR5 M Se1 S SIz [`F- aRK9 (, �- Q -- ` �' Bn2s PDR SDAu"C ET- 5PACIt.IF _ i� 8 1� a '' 2 5 , 3 i 1" l p5 couT 1-1 #A +v 1G" B.W. -tN o� � I i m1 J VLL tWGLE5 AS D22ECTED BY ARCH. ' r UI k.WAY FIU(St-i 5LDpE BY �11LO 4, v AS I.iECE55AEY. 5 C 1Q'0,c E.W AT MID - DEPTH 84" t2' RAI:E CAP G !' � 1 SECTION� 014 x + _1 L B'"-BAas L-M=13n¢s l!I(2SvncEL 5Tt¢a.UPs aCo lAlli. SPAIJ -A" 6 SPAW '5' L-5->'A ] D' SPAU-C' TYPICAL SEAM D UAI L NOTE5 I ALL.-T-'-(TOP) 15AR5 TO bE COOTIMUOU5 WITU NF-CESSARY SPLICES AT MID-SPAW, NOW-COUTIMUQUS EIJDS OF /\LL-'T" +r -E'- BAR5 io BE UODV-ED. �V- BUS TO tAAVE 90• MUDS AT COP'WERS. 2. AU-'4".(somm) BAR5 To BE COU1IUUO05 WIT14 t,1ECE5SL\RY SPLICES AT POIUT OF 5UPPORT. TPE VERTICAL SFACIUG OF "M 5t-Z5 SUALC NOT EXCEED 1860.C. WIT14 5PLICE5 SAME AS'B'-6AR5. 3. ALL STIQRUPS TO BE SIZED FOR. I''/2" COLIC2ETE COVER., EXCEPT AS RTWERWISE 00TED. STIQRUPS SUALL BE PLACED AT 1/2 THE FIRST SPACE FIRMA EACU SUPPORTITUFt,I SPACE AS SCUEOULED. 4, WHERE 5LA15 COIJTtQUE5 BEYOMD END OF SEAM OR COLUMII WHERE BEAM TE2E`3 MtNAT THE BEAM TOP ;T-BAQS 5uALL UOT BEMD BUT 5UALL COuTUVE._ `2t0' M10IM04 tUTO 2LA15, FFOVtDE- IL2. COl,3ceeTE COVE%. Ot,1 EYTEuOtD BA¢s, 5, WUEQE -T-BAR5 DIFFER FOQ, ADJAcFMT 5PAQ5 E)M7WD '>_ARGER VALUE TO s9ml OF AD34CEUT, Stf; j'LA►J DETAIL FDR 8lrAM5 VJ1TH OIFfEREN7`NtbT4i. r 0 90E : FIREPLACE E?C'jEtJS101S AND FKAmwG ABOVE ROOF T1 f3E AS DIRECTED BY AeCu., N < sECTIo9 n NOTE: F03T1k1U "Z- 54lhLL BE PQUVtDED AS UOTED SIAUT 5.2. WOECE. FOOTIU4"Z- 1S 7,EQVIRZD ALL EDGES OF GR.OUWI) FLOOR, SLAL3 SHALL SEAR. Oki `MALL OVER, COLij AmS SPLICE ABOVE FLOOR S1At3. RA15E FOOTIIJcs 1QTE2,IgR of RETAIU- (►JG `MALLS , MAX 1MUbt go1L sLon- I:2 , 0 .5 I 1 SLOPE- 0, CT p-t I 4 VETA11,11MC WALL ZEE 5ECT(01� (5� 0 3 3G- o.c. Z (T _ ___ _ - -- -- - -- - -- - --- ---.— -� - - - - ---- - U W 0 J Q) 1p8 3 Da D. 2 5 2-5 (, 3 2 e 1 t' Tu U 3G n c - -- - - - - - - :_- _ _ R .. Li- Ln Q1j ¢ Do t3 K 24? 2-5 2 5 3 4e ill Twfu 36 nc IZB-5 D. S<1Gz 3-5 2 5 I-5 r 3 v 4e, 14 TUEU 36a� - - - -- - JUN U t)" 8 K 2 3 2 5 2- 5 3_ t. - 3 G G.C.-- ' L9 Q m - - _ -- - QWm _ _ - - WJCn� Q I} 8 D. 10 x 244 2- 5 2- 5 } 1 3 3 6 c, L7 1L Ln RB-9 0. +0 K t41 2-5 3 5 i 3 11 n c CAUTiLZVc4 Z _ RPM 10 c, 10_Y. 2-5 2-5 3 -t- - .. -_ J T QB If p. 8 v 18Z 't 2-•5 2-5 ' 3 3G 4.o n - - 126-12 19.4Z 8K5TEP 35 2-5 1.5 ZI-❑ ---- --- - - --- �2-i 4CZ' - ._ -_ _ SEE DETAIL - - - - - - -- I (n R$ ct 13 IB"-4i 14 ~12z' r 3-5 2 5 t-5 1- 5 3 3ro"n.c - W N i LA Z Ln 3: In IG 2B Z 13'-111 8 x 31 r 2-5 2- 5 2- 5 3 12' T Ey 34'ac 2g.3 D. "a = 23 2 5 2 5 ------ - -._ —i. - _ ... 4 _ -. rl -5 1 5 F 3 df 14" ru:u'Lnc B 423 3-5.' 2 5 t-5 , - 3 4c 10" 1uEtiJ 3rpc Sx29 2-5 2 5 2 5 325-8 ---- --- ,_ 4eC,' TucU 34 n.c. ,r,P e ev r.st v.Ky 2B-9 9=10 811 2_5 2_ - j, a _._ - - ---..-.-.---A____ ..._ :.. 5 I 4e 6 TUEU 3`v off, ,, Ta.p ELEU. MA'f VARY 28•ID D� tox11 2-5 2.5 1, 3 36"O,C. to !O -i 1'i 2-5 2- 5 - ;--- ----- .--- _ _ _-_+---- ------ ---- _ % 4CG' TUEU 5e n[- 26 12 9'-9 3- 5 2 5 7 - 215 19 Do ! 10 x I G 3 G 2- 5 T 1 3 •q.G -# -- - 2B 14 Do!G 3 G 2-5 15 3 ; 2 B 15 Go 8 K 21 2 5 2 - 5 3 __ _ 1. _ 2 B IG - � ➢� 1 _ i . _ _ 2 B IT 9'- 9 8 K 32 1 2- 5 2- 5 2-5 k 9 io SF 30- 2-5 2-5 2-5 3 3e 4c 2B 19 9 9 1Ox1(Go - OL -5 4o ac - - -- _ 23y- 2-5 GB 2 a Qx23--i 2-5 2-5 1-5 3 4-cto, 1uEu 3GcHc. I i GB 3 u. _Sx23L 2-5 2-5 -^ 12 x 35z 2-5 2-5 1 5 3 g, nC SEr SccT aZ 5,1 35 GB-5 8' ilz lox ' 2-G 5-5---------- - - --- 3 1G"�,G SCE sccT yi., S SECTION n BUT• T:BA¢5 3 M5 BOTin►l; RB-12 COLMMVES C7"E SAME AS R6-11 i2 5 45 N 450 N i I TLB• i3 BEYor,1D 1NT-A V-B-)3 7'EkMINATES AT m? t N RE-12 50MT• FLEVATIoQ HTML {ZS-12 0 Emu � _ r - I/4 3 tW F'cp p �q' mtcr o co COkITIQUOU5'7= BAR5 N-W DETAIL -T= BAQS AT WIDTA QFF5ET GEORGE D. CROx:TR - cNuPNEE k COMM. NO. 08 Q 1 BCaLF CopyrightD 1986SChwsb 6 Twitty Architects, Inc. All Rights Resew NOTE', MEMBE25 OVER ENTRAMCE. ADI (PT 71eu55E5. TO GEAC nN TOP OF ELEV47T)R, ETI- , I I ET,I 12 ' � G AT- t ; 39'-10" AT' I —AT,Z eeYnuo r 4 , TRAY J vALIEs _._._ . II -2' 2'10 3'-5' 31 t ZT' I GT' 4- �: 0 NL 4 - - S s�cTlou ' a I ]WT-1-6 GTE 14 2' 5'-8 � : r� AT•I 2 5Eynun LI JJ GTE 5 1 AT, , 15' (0" G, 0 1,L,-0" 1'-ry IS' 4, -------------------- '�II GT,CP 19 SIMILAR SECTIOQ A r AT�3-ar � e I GT,2 -RtI AT, 2 l9 7I� Ar, 3 1 ET 2n Al 4L -- 3-0 2" VAQIF� I ICI'-0' II'712 ---- AT 5 EIA T RANCEFL.&T ROOF 'IQEFLACE �xTf usloU t) BY ACc". T It. CAT, I -� a NOTE . ALL JACL45 AUD Tl:U-W- GT- I WTEk:5ECTWG CT�l 51lAL(- E;F_ COME CTE O TO cT 1 , GT• I TO TRAN5MI7 A UAIIFORM LQAP P) (`,LATE OVER BEAM 5EtAW, 0 r to o II 11T,2 MEAL SIDE. 01, C 9 AT, 4{5OUFtt¢SIDE r° II i GT•3-� see SeJB A00Ue FnE COnITWUATMW 5rtouo NALE, f 5--- LL T' !- _t 20'-52' -- - - -- i OTU TVOS FS AV, 4- Ar.L SIM ILAV- SECT 10{J B2 G i 5 G /! 00T .t nVE211ANo OF m ET-9 EVTEuDED TO 3=G" (ALL OTuECS ACE 2' V TYPIC,50. 9 AT 2 / T. I -� TeAY --? j; 1 / 12Co i 25 4" 13'- a• TYPICAL. CtAXAGE. ROOF T7W55 PROFILE 5 YArII i 1. lo'-or I I I GT- 13 FIREpLAc�. ExTe�Islnt.� By A2cN, -. v l 23' II`-8„�+ 1r-0,- 21'-GZ" GT' 15 ;i T205F S110WII FULL }AW- -r SEE IJOTE` FQR pf"y-BACK QR W-1-r-Y5',C)QF-P . 37, NT, 3 1 0 M i1 v GT,14� y 1AT.2 Ebroti i LVARt@l. 14'- 4 Z" GT, 12 NT' I NT 2 // uli CiEtiOUD -4\ / 2IG ' - - -Ty PtcAI_ - L ' i I 1 4 4 �- 43'-�,, —�3- 4_4 I� 23.4' I 916 ----- -+ WT4 GT• to MOTE: 51UPPOE.TB A2E ' Suq m T"US. GT'' 15 TYPI CAL BUILDIf1G ROOF TV-US5 p7-0F1LE5 5REW PLATE,AUCNnrs mAb boLT5 OF ✓A`�E THAT 1S Simiuiz T) SIM�<,OIJ c84(�o. pLAQ DETAIL 9TIl3 QEAP.IUG u Gli DE.R, TQUSj 4 li I:QUAVALEI.IT SIMP5t1U CONWECTR. AS N11T1 D �)RDIZ TRUSS ZEAQ4A DETA(L TYPE UL 1�00F FRA No t,�O-V ,s SE£ SHEET 5,6 Fop- DE' litaQ LOADING AND V,OOF, CoK1sT`UCT1GKA, 2. T""r- PLAIDS DI51G►.lATE- TR'J55E As FOLLQWS: 'T'- -t F1C-e'_-WUS',Es AT 2!Orn.c, WITH "W-3 ME-ZE. 5HOWl.1;'TC"-15 TYPICAL CO'RIJEli5 WITH SELF-SUQT02TIIaG 3ACtCS-"3" \WTU END TVu6L iUPPOUWG Tc' AT 5'-0' FP -OM C0ZmFI'., OR,"CV 1S Cov-K[ER- Tzu55 SUPPorLTE.o MozE- Tt_IAIJ 5L0" RzNA CORNERS, PCZOVI DE GIRDER TEU55E5 W1IEeE Ik3WC-'-\TEv -G'I `. 3. TYPiCAL TPIU55Es AT-E PREFIXED WITR 1�I,Q,Ov- E FOR 0AUTtLUS)ATLA137I5, OR. i_NTRANCE LOC4TIO95, G1lE'AGF- Utit1s Azc mTt PREtIxeu. 4 PEOVI DE CO"T'IQUOU5 2 x,6 PLATE t 2xG Fop- 51QC:LE TIZU55 j3EA.ZIQ- , W IT'< -I y°4 50(-T5 ,UAI vAN1ZEo , AT 4'-C)uOX, F012- ALL -[YP ICAL7pUSS STRAP EAC(4 FMO OF EACH TRU55 70 'PLATE OP -To C0kkCCETE- BEAM UNDER, Tug ?LAjE. S44ALL M W-f'MUFTE'D TOR., EAC41 GIR_ M TQJ5i BEAT-W<` , SEE GACdc,E NOBS. 5, EACW GIRDE1ZT-U55 5�k,\LL 5EQR. 01,3 Co1,.UMFS 6A3E SIMILAQ. To 51'Mp6o1.1 Ca'{ G WITN \AMLDW00D E,A'zXz- OR. 5TEE.L 5"IM UNDER. Tti ELEVATE T!105 ScTFF(T To M47CW 'PLATE �-LEUATIOkl, OR P1`0vIDF- DFAPlNC� PLATES AspI¢,eCTE-U V'y 7"1 -- TV-0', ENGIUEER, IF TRuy4, WIDTH 1S MORE: 71 MS DOUBLE. 7RU55 THE ZEAR.ING Wt,07H 541ALI-. bE l►JCREASEO 7() MATCµ, 6, PROVIDE. SNOP VP-&vJWkG INDICATING, EACu 71ZU;7 IIAI PLAU LocATmu� AUDTNE DESIC{l l0A01KIG, C0g9-DW4T\Qf-I OF THE TEU55E5 WITH W0I14t0uAL True, CUT 5WT5 G1tALL 13v- TItE 9E5?OQ5113Il-M( OF TIRE. COQ7ZACTOPv - T ALL 7ZU65E3 5UALL.'BE DESIC QED TO 13Z&p- AT FAc4( IO.,L70A.1 54OWU. ALL TRU45 TD TPU5y SHALL PEE 15Y 7IZ0WNETIaEZ 07- NOT 5VoWQ ON 711E 5uMP-DrZAW ► aS. 8. P1Z0�1I0E VALLEY MEMI-5tR. A5 1=SQUIRED Aua 'PIGGY-BACIi TTZU5tiE5 A5 DIREciTu BY 741E 7P-u5,, E►SGIUEE(Z TO MAINTAIM P-c)OF FZOT-tLC5 A5 5N40WQ, 9, SEE_ AR 4V7ECT:) f0V ALI- TItZERA`j i&S.'- DETAILS, U ❑ Z ❑ W W :3W� t Lo > LJLo °m Q F-a -Ln W J U N U Lo : CM W i 3 LoLm iu) Co mQ Q 10d''- _ �Zu❑ p In Ia1 Lj ['7 ch Z Ill 3 m �9 J Z W LuQ> Q R W 0 0 C COMM. NO. Copynght01986Schwab 6 Twitty Architects, Inc. All Rights Reser Copynght01986Schwab 6 Twitty Architects, Inc. All Rights Reser U ❑ z ❑ N r w w -1wo U WpOm JO) a Q � ul F- a _ Ln �- WLLJ JUN U C7< M WJWm 3 ❑Lmu1 O~J❑ m Q mTan< l ❑ LL r U az�❑ ❑�Uc� m zFn3:m COMM. NO. Copyright(c') 1986Schweb 4 Twitty Architects, Inc. All Rights Reserved r-----------------�— — — — — — — — — — — - - t _. r -- --- INS ----� ---------- ---- -- -- - — -- I 40 I L!L I I I _ I s L -----, = I-----� - _J c '/��,' _ - <7- f- ' _. 1� .- _ _ ter, ,ram �J •(- \ I _ _ I I I I I �J N N I I °e COMM. NO - zP¢_O( CHANE, INC. CONSULTING ENGINEERS M 2705 PARK STREET (305) . LAKE WORTH, FL 586-4003 ° U ❑ Z ❑ to '- UW Q w 7LwO Ln>aOl U Ld o I m Q ly LL Lf) f ly - Ill )- WJUN W JWm L7LLmLn -J❑ a� ® Q ®OfQ I❑a- aZLn❑ _ U Ln ❑ —WM (n Zto�:m � F z Z m 1 Z w W3� 4 � W IY Copyright.,. 1986SChweh d Twitty Architects. Inc All Rights Reserved U ❑ z ❑ r u w _ r i La:i :1 W Q L>a z CEam Qom' LJi. LLll W z I I i°/ Q ^ } WJUN l2�i9 /� U❑QN tY F- J Y r141c r - - - ---- - - -- -- d �- zF-o L U LLJ .- c 5E rPe0AR N z Ln m ©F unli r 1=/47E2 9'/1c.Y ¢xSr /son4v06 PAo 4 r�L<l ssx 5 -- I LlB< cJEG7 6TAN0 _ FILTEI? reIi -w- C:r v i I — _ //''ma�yy /. L /`A IL_ N f 9a cr.-, I I � I � _ I I ff I F-t _ c:0 N 13 .L i L l) IV 1 INA (3 E's C V l E=1,> 1__A L_ E_ BASED ON TRANE CONDENSING UNIT MODEL TWX 760A IdLEC. 208/1/6u AMPS 3�0. 9 FUSE 60 ATR HAN,QLINC__LINIT MODEL BWV 76QP ELEC. 208/1/60 HEATER 19.4 KW (d 2019V SIP -- FLA .-3/4 --6.0 FLA _ YSj'EM rof.CLG. CAP. 56150u BTUH SENSIBLE CAP. 42,400 BTUH SEER 9.55 HEAT 57,500 STUH COP 3.22 ELECTRIC HEAT MUST BE NON SIMULTANEOUS HEAT PUMP HEATING Tw�i:C.ET EF Tom, -.:_ T A Pr I To.ctT ,iEF /A /) IL-- M CRANE, INC. CONSULTING ENGINEERS 2705 PARK STREET (305) LAKE WORTH, FL 588-4003 7(j 0 m Z Z W �\ UJ Q > m 5 oISm COMM NO M 4.1 COPynght'S 1986SChweh 3 Twitty Architects. Inc All Rights Reserve