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SILL F'I--L'�!•VING l.� I 1 . l �_- __ _ _-.__. -__ IN TL�FEICJR VLSI GONER 7 - ____.__..._..__..L______ '.�. \-..-_�._.�-.�� .-, �..- _ 18T FLOOR PLAN/SECTION rG1-JG. SI4-L _. — i-------------- - SILL SILL 1/2":1' D13 PLANTER @ M. BATH 1-1/2":1' 'Dial STEPS @ M. BATH TUB 1—i/2":1' �1� TYP. WINDOWS 3":1'(!16) TYP. S.C. DOORS U, ELEV.35:.0' _I E; SL✓PE Q JFeIP STucco Z S UCGO 4v6L1 �,..Ik�vIJ - IN Tt✓2M I N6T ICtiI F>�. E1> . �C`<1PE 3" II.1.c 2. To MaNUF'S.'SpELS. C(tG KET $. Fy.,d.5F4Le.. '�'TIJC�o �IN.rhJ MTL. A.� ��?'I�. L•HTI-I � PELT, `'/®" _-.__- z "x4" MT . S-Y,Jp U N� Uva-u I-T _—.3.9NT 5'k 5"GOP PEjZ dLLTTER oN JC%1' SHIM $. \. Iz MTL. FU2211-tc G 51��TEU a-r'I KC d?•J I_E K PG LIT S�UP� N + 01 - - -_- --- i Iz d�21z}IANG TfP Slur j I I 11 1 PPPPPdMING Gam' I!m"P. G. I SLtaPBG' G.M. LI. 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N ----- - — m _ Ffz s.M II`Jv BL�V6TIbN �X REEN H NcwI!a.E w/ ''I SIvwN rY1.P sLn�c 1 cc' ` I b5 GdlzµGl=,'rYP I NG�fE IZF-FEf< To w,a1.i_ 5C�'IC�N 3/51 FZ'R slr-�IIL�-�R IJdTES p�-T.a.ILs E#JGES'ENs Ncn'I�o. � J I� Gk4C-IFo6JNP ELG`�/LTIOF-i SYw.co FIN. $ F'KIP C.TJ 1rwE3 d+1. M'TL. FUWW, tub Y4 °SH I M c:dR I�162 I6E.a1-� YV'---41H bN I Se-. PT E?yLOGK II`-7G sL1bIN6 Coll« pkzt� I-'NIT -IL'INAi6M� F�� JIT "11 i4"H 1c'15E r�l< eauT FLa61+ING- 3":1' �17 ST2uC.T. �rzK✓G —���- 3 i �3 { M. BATH N EL.10.0 ---- — 6.w.G3 e,LG - 0!1 yq�'sHIM ¢ 33U" NTL. S-Nb FIZG�MING I T2eLLhs � Iz"o c. t�tax-; TYr'I Gp.0 Sri sln. cs-rslLs ��� I dLUM. ��FJ-I e' 'CFI aztll /n�.l j ENG4-�t11zJ✓ L �-CF'1 e-1,. \ I _ i I `tiF�P NODS p5 R '� t; P Tc� wNIKLPmL =O F. SL+ P FINs44, POMP 4LuM Sur>ING<>Iv�2 I i iJl I I _1 II I � I an W I I II 3� 0 tii' 5 i p I l a \ M,BATH uj �- \,t rjTFGLLT. P2W5. �i,.�SIJTIIJCC 4� ��� _♦ y` • .. j-' ----'(I:IIGK�h-1 �G'6E� SL6B +\ ST4JG./G1-'IU I'�T61U_ i c�E GI•/L c*�P'�`-�PIl-1C� �/i II -I !s ST24G1: GFcwG•� Si7Zl-IGT �`%`�GnS. ' F— N T wss U ❑ Z ❑ rrnn YJ r- LLJ U L' Q W :3 W Q U wo-im Q E- a L` Ln } wJUN W JWm 0LimLn ❑ lL L m TmQ'Q Q 1 ❑ Z 3 I It❑ q U ❑ Ln wM [A ZLn�m COMM. NO. A-5.3 CopyrightOc 1986Schwab 8 Twitty Architects, Inc. All Rights Reserve FINISH SCHEDULE 1= I ume NOR ■■u 'Xmwcwl ON .. 1 . 11 1-1 1w0 1....' . n:. .. �, x 00 %ni s�i�" • M� . - SEEM • JMLj 0■ID 0■C DEC 30C DEC ■ac 0■C Mac e:o Finish Floor 1 : 1 1 1 .71 • t w ,� TYPICAL ATLANTIS UNIT DOOR SCHEDULE MK 000111 LABEL FRAME DETAILS HDW ORP REMARKS W T TYP MAT TYP MAT HEAD TRANS JAMB INT.VERT. 61LL " 7-00" �' �" 1-3 4' SW WD, 20 in C wo — _ vislccu�"rs 51 . - CGWB 042 D42 I- 4' 1- / ' W SW CO-- WDS 5 0 m n A 8 — WD HM GWB 039 D34 D42 D39 D33 0 D42 034 3 2 4 �' e" 3 - a" 5 -0" 6' �" 4'-0^ r�'P�" 6 PR 2 -0 t10W L GL LUM - - Tempered Glass 7 2 - -3/4' SW Y YP WDSC L M A B WD' W WD D39 D D39 D43 3 Mirror am. to ba I Mirror lam. to ba V 21 10 3 4'-0" 7'-3" 1 SL AL . - ALUM D17 D17 T m ered Glass 3'-01, '-L'" 1-3 8'8 -3 4' 1-3 8' SW POCK W S WDS B 8 _ A W WO WD D38 D34 D40 D43 D43 D41 4 5 L. fix. & R. o er PR 21411 �' D' 13 2'- -a'" " 7'-0" - 4" a - _ A - HM GWB D3 D42 D34 D42 2 French door 5 3' 5" + �'-�^ PR 5'-0" 8'-0" SLGL AI -UM ALUM D17 D17 J R 2'-6" �'-a" 1-3/4" -3 811 .-3/4" 3 8" 3 4" -3 8" -�4" -.7 SW IPA SW IFO SW HOW FO SW IF0 SW WDSC WD WDSC WDS WDS AL G WDS WDS AL WDS _ L B B A - A - A B A WD WD WD GWB WD ALUM WD WD WD WD D39 D37 039 D38 s D39 D38 D39 D38 D39 m. D39 D43 D39 D42 039 - D39 D4 4 3 3 3 L. fix. & R. o er Mtrror am. to a 1 PR 2'-0" =a" 19 2'-�" �'-B" 20 PR 2'-6" 21 2'-0" �'-�" 22 PR 2'-6' - -r° 2 '-0" �' 8" 24 A" -ram'` 25 PR V -0" -8 26 2'-0" �' a^ 27 PR 2'-6" YP AL L - ALUM - - Temperedass 2fl 2'-8" _ SW I SCR - ALUM - - Green Door TYPICAL ATLANTIS UNIT _ z CGLOR � GLASS �Mi! — IJ un- t "C 1 & " must nq Gode. FINISH SCHEDULE MK SPACE FLOOR BABE WALLS ClIUNG C.M. — REMARKS weE vowcer • Linen • Den/Bedroom + tv,nq Room ni ng • Kitchen • Breakfast - Hall #2• Coats Utility e room #1 Foyer • bedroom #1 • Bedroom #1 Closet • Bath• M. Bedroom Fo er • M. e room Ha • M. Bedroom Closet N1 • * M. Bedroom Closet N2 • M. Bedroom Toset • M. 3e room Closet 14 • _ dt • Toilet- erom I AL NOTE: 1 thane dim n i i floor level 2 one a r —1-7797=77—tural jlai_ _ DOOR SCHEDULE MK w H T TYP I MAT LABEL TY _ u7 , " DSU G - „ ALLG -2'-01, �' »^ - 1 "�W_ 050 -- PR �`�" -3 8'BIF WD PR V -0„ 8:..-0" 1 SLGL ALUM 0 370" 7'-... 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SLIDING GLASS WTI M, Ell WMEMMAM �� MEN i .. a FIRST FLOOR 01VERALl rlint 0� .. :.. a■■■■■■■■■ �RaIMEN ■■� 05MCCIENEIN I - - , , . , a■■■■■■■■■a■■■■■►_� ►:�.�►:o oZ1►:1►-1■aa■■■■ ��.. 1. a■■■■■■■■■o■■■■■►_� ►z0►z4_02400 �►•■ac■■■■1=1■i■ MEN MEN ■���■■■■■■■■■■■►�10M►0/00►/►Z1►�p�� ■�■■■■� MEN 00■■■■■■■■■■■■■■►�1►1�1�1=1►1►�1�1►�1►:1■■�■■■■ —■��.■■■■■■■■■■►/►ti�1�/�1�1►1w1/1/�■■■■■■■� FIRST FLOOR OVERALL DOOR SCHEDULE MK DOOq- UBlL RRAME DETAILS HDW GRP REMgRKB W T TYP I MAY T,.p MAT HEAD TRANS I JAMB INT.VERT. SILL -" '- • - L11..- . " - -wo I - D31 Garage Door — 4 3' -0" '_C," -3[4" _ SW _IM A HM D34 1133 or D34 _ 7 5 7'-0" 4" "B'TsHR A H 4 7 6 V -O" 7' -0" -3[4" SW, NM__"B111_� A HM D34 113 34 7 7 71411 SW WD TUCC D27 8 PR 4'-1" _ _ 8'-5" SW WD 024 D25 Lattice Screen 9 PR 5'-10" 8'-71, - TUCC@ D24 Lattice S reen 10 PR 5'-0" 8'-7" - - _ TUCC D24 ti Latce Screen FIRST �c+�r-z SCHEDULE WINDOW DETAILS H T TYP MAT FIN COLOR GLASS HEAD TRANS JAMS INT.VERT. 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Q-ref'IPe.REA 3 ' ' '/� F�tJS N� ��'-ram ('LfEE� bY- �� .•, r_- I-161 LEK ,` I/z'"•.:=":�' MI RI�oR /+PPLIF-0 OVER i - �. ,�.• ,_c= 61LE� � YZ _ Y¢ GLlX✓�iRIM ' I/yuGw. �. 3� ___. ><<.: ✓¢I G �� �'IM - vcw F'- _.X6'rl=.,FJ '. <-.t=�. I D37 I TYP. BI—FOLD I 1- Das I TYP. SWING D33 I H.M. @ CONC. II 8 FILJ D3a H.M. @ ENT >r.Jo FRa-MIFIG� IG"OG 512E To _UIY dP1J is. „ai I r�Tl-I 'Sc V_4. P',I FRd•HE p`e+GaeE r C � N,d2 c1.�/ls�E- I'K � �.✓� TrLIM ER• TFzI I I C�ETbIL SIN File ZI'� ��I ' III WC. F2.aMI61b D39 POCKET DOOR HEAD Dao I POCKET DI MiRROR BY-PASS D36 I TYP. BY—PASS TYP. G.W.B. JAMB �OY/R L.�YdT1C�r-� w}.4E-FEE: /SPE'1�G�Id'I"E � ed-SE Gl.rl- TO RC-G�.IvE %K6n41 � P IG'4^.t I'. i, YvBCYbEt�5Ear6.N T�'nry 11 l 3 t II _... _. _ __ 4��'Ix �i�Gn v�•T>. Gl9GfC GpSlr-..in PRG-1 orer-I�v EKPN-1StaN I �!a>INT cOvL".j� w Y IN FULI- BL:aQF �h - - SE,d�T6NTer. ATj'AGN Sa11M IIyCI� _ _-- Ins`- wC'.. TfGIf•-t ___ r I, C�YdIL �M. F2-'r- FR/�MII-1G n D42 I TYP. WOOD JAMB D43 I EXP. 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F�u.AM.nNE.41HE1� - Fl=� F2E5.16TLh T W: Ihls£i TE l a aT MT1 RI LDUVLl4 JbINT f'n.F �'I�S IM- _ •� GC'FnT ."'I'{L--.6-H�-+T�c'IP - E+1R"� FILL 51LGaJ,6a=-t sre - SE.a sPe.GIo-L- �J N RE-YJELC ECG $� �� III F:L2Ulf$E NT - - L - . I-'1�?c.L I..a.TF+SYizP - ' SIB T I ..:�.:: .' ..... - - ..�.�.�. Mv�N PL.acEp ROPc ----•fll N .�-� /�' }-- �E-"^•'R�� cac+ccte. LPI / I I _`-- P6.dN'T1=.ft till-tT Tll6+ GUT +l O!-J EF-t�RANLEG+dRa 7 \ w.taL S LLL! H J � 6TUCL4 KE.v'EAL baeT�E '�^rpl.L1TL�_d-NG-fKaUL-4 6. I .S' - I 1. .t -_ - � T •; _ 6 �Ps{yc>Cr� H-fl- CI 6 pIRE �6F"1M INle M.6Y'L', _. _- SE6L6NfT �hll �iFh FL.2, PIPE GONL-,Lj- �u -. _._ SIMI!.IaR F'o2 .__.� Z � LIMIT_ I SLAB/WALL PENTRATION D4a I LOUVER 1-1/2":1" D49 DOVETAIL ANCHOR ;D5o ROPE WEEP D5� PLANTER WATERPROOPING D52 TYP. STORAGE UNITS D53�' — ',, FRe.MG MI-TIE� Q e WL-'�-L�?4.L-LL�I=N6FZ� _ •� �' .t___.__- �nO x 7' Pam-T pwwm< 4 12."L. SYf�P NIrYmEb P SE ^N "gu4M Ei-- A 5TA,N7C'N" �S'-41,H x 11'-4-1k' . -_---} �rrys--A+' "#--192> 2Ot-.Try 4 106-T IFJ x I'-<f-" C> W�Q+II Gpr-�G. P4[� dsRG'uiYcO FILL G.M.u. W/tom#-4- Ii-j-r '1 F' O -STue-l.G' FtW G.M L! WA1-, ON S-iL Fk'.dN�,T-{F' I JAMB W/2-�4' LBµG. G4P Q #4 9�� r/EJCr. ELEVATION M4° Mb FZRCL- PALT '-t'b sd �-A% - .IgT6l-n-EY "dksP IoG4- ', Roes ,.v/Tu rzN e,ucKLE- ', 10 _ ... WEIF>'VJ bJJG LBS, TYP.' ,®�Er-POf Es ti,TE�i- /.oN N Ilr_ n � 4 Ery SLv6 w (o,^tn !n ® TIJIGr EGYaE 4+#� SPC p� IN Y .�C'CG'2C71Nm -��� SLsoPE a� L �llr� L, 'IsYsN kY" - -- �-- - -J rr I ,-,LNG EOLrE rlvl.oGP �tL+-6� . F7Pv,xl Na-+p �'faC '.? -_ �. 6Rm� ��- O TYP, WOOD CORNICE TYP, DOOR CASING TvP, WOOD BASF w/ -i4 Gil --IT 4 4t-3 m'«sr'I PLLC-TL=c> Flw SECTION =DUMPSTER DETAILS 1-1/2":1' D54 TYP. WOOD TRIM PROFILES i D55 n 0 n 0 W 8 O z w 6 w I 3 w U W :Y. (+ _J la— W a u ❑ z ❑ N r- Lu -I Lj 12 LW (n > a u� Fy 0) p /u lL ((Wyy I-j �M LL LL u I >- Z ZJ N W U 3 w�m�'n i LL UI -J ❑ Co Q m 1h Q =❑a-, 3 F- z �- ❑} I � V a r 1LLJ U] zLn?:m r`) J 7 m Z 0 W W I- Q > Vc C O � COMM NO k-'Z - ,:Ph ,-^ I A-6.2 Copyright:`) 19811 6 Twltty Architects, Inc All Rights Reserve ------ CONTINUEGYP. BOARD AS SHOWN & PROVIDE CONT. ACOUSTICAL SEALANT ®PERI-- METER & ® ALL CUT-OUTS & 1 OPENINGS (ELEC., TELE., ETC.) WHERE STC RATING IS REQ'D. ---REFER TO FINISH SCHED. FOR CEILING TYPE , HEIGHT ----- --- - & FINISH _ GYPSUM BOARD APPLIED VERT. 61 SCREW ATTACHED TO BOTH SIDES OF NO. ZS GSG GALV. IFi Do TYPICAL METAL STUD PARTITION '. o ALL PARTITIONS EXCEPT OTHERWISE SHOWN OR INFERRED , 1 HOUR FIRE RATED (BASED ON U.L. TEST # U-425) TYPE 'X" G.W.B. 100 METAL STUD UD FARTTONS t ; I 1 r 2 1 /4" 1 •• -''— CONCRETE FLOOR OR f��Q ROOF SLAB. od NO. 22 GA. GALV. METAL % CEILING ANGLE 3/4"X 1 1 /4" (2 ANGLES) CONT. SEALANT ® PERIMETER OF GYPSUM BOARD TFEI I _ I --- ONE LAYER 5/8" TYPE "X" - - GYPSUM BOARD APPLIED VERT, i TO EACH SIDE OF 1" T & G GYP. COREBOQARD W/ LAMINATING COMPOUND NO. 22 GA. GALV. METAL I BRACING ANGLE 3/4" J( 1 1 /4" ® 51-O"O.C. PO ------ CONTINUOUS SEALANT J ------- NO. 22 GA. GALV. METAL FLOOR ANGLE 3/4"X 1 1/4" -'----- CONCRETE FLOOR SLAB "Fs SL.d6 O I �J � I I CONTINUE GYP_ BD. AS SHOWN & PROVIDE CONT. ACOUSTICAL SEALANT ® PEHI— ��, T I' METER & ® ALL CUT OUTS & I j OPENINGS (ELEC'-, TELE ETC.'_) I I F,.-ICI WHERE STC RATING IS REQ'I:i 1 ` Lit _ I .. J_ TT''-fd- REFER TO FINISH SCHED. FOR CEILING TYPE & HGT. I I I I 5;r8 GYPSUM BD. PANEL I - i "- I I GUSSETS 12"W. ® 48" O.C. VERT AS CROSS BRACING. _1-j, mrnrnmiIImlp[o I m TT 5/8" GYPSUM BOARD APPLIED i VERT. & SCREW ATTACHED TO 1 5/8" NO. 20 GSG GALV. I I / }J/ METAL STUDS ® 24"O.C. MAX, OR OF WIDTH REQ'D. FOR PARTITION HEIGHT AND/OR WIDTH, -- — — I --- -- -GLASS FIBER OR MINERAL I i1 i I� WOOL BATT INSULATION OF +�\I THICKNESS REQ'D. TO ACHIEVE ' I SPECIFIED STC RATING. -1-�.J .-CONTINUOUS SEALANT CONCRETE FLOOR SLAB cdI� O -I C�1^ sIo, TYPICAL METAL STUD CHASE 9 HOUR RATED Leo J i BASED ON U,I_, DESIGN U.L.-420 �HED. HEIGHT �I L-CON T. SEALAIJT r- C.M.LL OF SIZE AS INDICATED ON FLOOR _ PLANS, FLUSH BAG RUBBED JOINTS -ti WHERE EXPOSED C.M.U. OCCURS. SEE --� --_ FINISH SCHEDULE FOR OTHER FINISHES. CONCRETE FLOOR SLAB III III. Cc PNIO 50o CONCRETE MASONRY UNIT (C.M.U.) 0 2 HOUR FIRE RATING — UL DESIGN U905 3 HOUR FIRE RATING — UL DESIGN U904 501 o C.M.U. W/ CEMENT PLASTER 1 SIDE ( — S SKIM COAT ) F5 On 4 �o C.M.U� W/ CEMENT ) PLASTER 2 SIDES ( — S SKIM COAT I 503 C.M.U. W/ FURRING AND G.W.B. 1 SIDE 50 504 C.M.V. W/ FURRING AND G.W.B. 2 SIDES 505 C.M.U. W/ CEMENT .PLASTER 1 SIDE , FURRING AND G.W.B. 1 SIDE ( S SKIM COAT ) 506 TYPE RR SOUNDBLOX C.M.U. 1C__ RI TC MASONRY UNQC.M.UJ L 0 I, CON'TI:N IJE GYP. BD, AS SHOWN & PROVIDE CONT, ACOUSTICAL. SEALANT ® PF_RI-- I METER & ® ALL CUT-OUTS & I OPENINGS (ELEC., TELE. ETC.) WHERE STC RATING IS REQ'D. L-- �-t`4'•. rF R TO FINISH SCHED. CEILING l"YPE & HGT. 1 T-I; GYPSUM BD. PANEL IETS 12"W. ® 48" O.C. a". AS CROSS BRACING. B" TYPE 'X'• GYP. BD. APPLIED . & SCREW ATTACHED TO $'• NQ_ 20 GSG GALV. L STUDS ® 24"O.C. MAX. OR OTITIO WIDTH HEIGF47 DAND/OR WIDTH, GLASS FIBER OR MINERAL WOOL BATT INSULA7ION OF THICKNESS REQ'D. TO ACHIEVE SPECIFIED STC -RATING. +J' CONTINUOUS SEALANT CONCRETE FLOOR SLAB Mimi W i ov I I �LPETAL STUD CHASE 2 HOUR RATED 2 BASED ON U.L. DESIGN U-420 III 200 G METAL STUD CHASE. I HR. RATED l I . UGENERAL PARTT000N NOTES S e 1. PARTITION TYPE DESIGNATED ON FLOOR PLANS BY PARTITION NO. STC RATING FIRE RATING, 2. PARTITION TYPE DESCRIPTIONS ARE NOT TO BE CONSTRUED AS COMPLETE ASSEMBLY INSTRUCTIONS.CONTRACTOR IS 70 CONSTRUCT PARTITIONSACCORDING 70 THE COMPLETE ASSEMBLY DESCRIPTIONS LISTED IN THE REFERENCED TESTING LABORATORY MANUALS. 3. REFER TO FINISH SCHEDULE FOR FINISHES. 4. RUN STUDS GYPSUM BOARD AND ACOUSTICAL INSULATION FULL HEIGHT ( FLOOR TO UNDERSIDE OF SLAB ABOVE ) AT ALL FIRE AND / OR STC RATED PARTITIONS AS DESCRIBED BY DETAILS 5. RUN C.M.U. PARTITIONS FULL HEIGHT (FLOOR TO UNDERSIDE OF SLAB ABOVE ) AND PROVIDE SEAL AT FIRE RATED PARTITIONS. 6. STUD SIZES INDICATED ON FLOOR PLANS ARE NOMINAL LE. 2••= 1 5/8" STUD 4"-- 3 5/8" STUD 6"- 6" STUD 7. UNLESS INDICATED BY PARTITION TYPE DETAIL , REFER 70 FLOOR PLANS FOR REQUIRED STC RATING. Cn a H v UJ d Lj Lj C) __ ulrr_1/a I LS_ O U Wojm Lj_ ul 7 LLJ I LlLD<mm'7 Lj IJ (�nJ J m L- u LL_ J ) ® LL _j ri V m it F Z. F- 0 I M Lo U Ln O r-- W tq Z Ln ': m COMM NO 2p_ - 'L�+ o f A-7al Copyright!`1986Schwab 6 Twltty Architects. Inc All Rights Reserved SLOPE BY A2eN, QECE55 arJLY IF --411c1LE4 fI�GE �� D12E�TED AY W/ 1A 5 cDNT \ illE Aaeu, 8' + 5 `10' 5-@12ioP f - 74 6Y 5' i" -- - --- _._-.._ - f ---- 51 O"MIN. ;� ---- - - 21-^14e1�" a av Is' C. H = SEC t^ m 00 a a Ca NQTE; MntuTnlu 1�-'couc, _� covEt� Egr'a. TOP DA2L nND-5/4'COVER nT t?cgTOM, 141_�11 COI nzw REt I.IFCiRC1f,1C� D GB-5 C B-5 1 Tc I ---- _ ' f c; 13, 4'ir r MOTE: 5EE ;UEET S•9 FOP, ROCIf pEOFILES, ,G8-1 GB-L _ �0-1 0 6 NOTE: COuTIIIUnT,I(�I} OF WEST BuII.DNC, IS SAME As E&ST tLDc. F-XCE- VT OPP.OstTE Itnuo EI ors �^� Qt CUED - .I Jl 2 0 AS Z J 1� l9' ^ ri'l"i"TTfiT�fil �)iT-1 7- a T, o.vV. = C-) 0 = 6" N 3=0' 1 of L------------� " 14'_ G" 5 I'_ -V S�CT14�..1 S ens 9 I' 0' 311�, l8 O,cl w/ v j w• l'�, _ �• � B� 18"SLAb W/ 2 eL j ti 4- :. W e).c E,bu, I C ARA G E ROOF FQ L Ai l cL' QM (SIG P EAz37- GAi' ACE 15 r vv()S17r t+nIJD E 0 U NTA W DFTQ I L N()TE'5 SEE SHEET S12. FOR DArut-I FIEVATic)N, "TOP OF ALL GAwAGE. FL0()rtS 'Tn nE- Ar FLEVAT10M =C-) l'-0' WITH SLOPES 45 DLEI`(27EO 13Y 71riE A2C411rcT, 2. 7nP OF GMc _I TO SE AT f-LEVATIOL) <(-) 2)--41, bcgt�13 ExT7_i,wr,., OF GAPAcE 70 't,E MAI1.1TA(QF_0 AT ELEV-=() I=G' L0CATIE P 3'_ 0' F7OM WA-L. AMD SI.OFfI.IC. DOWO OM I: 3 SLoPE To Mil ELLV,=C-)4'-O'A5 S4OWI.t1 3, SEE 5NEET 5,9 FOR ROOF 7Ru55 P2nFILE5., A1.1D FAQ T E Z 1 , I ' I 1 I I I I I I 11 I'- 4" (-) 41_o I I ( I I I I I I I I I I I 1 -- _ -1 0 8'l- Fx V C -L V F A L tV c-D T G 8 1.) DESIGN LOADS ARE INDICATED ON THE PLANS WITH WIND AT 120 MPH. REFER TO ARCHITECTS DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND DETAILS. VERIFY ALL. DIMENSIONS, DETAILS AND INFORMATION AND REPORT ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. 2.) FOOTINGS SHALL BEAR ON SOIL WITH A MINIMUM DESIGN BEARING CAPACITY OF LS00 psf. ALL Si -)IL PREPARATION AND CAPACITY DE -TERMINATIONS SHALL BE BY OTHERS WITH ISSUANCE OF APPROPRIATE CERTIFICATION PRIOR TO POURING ANY FOOTINGS. BLABS SHALL BEAR ON SOIL WITH A CAPACITY OF 00 psf. 3.) CONCRETE MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL CONFORM TO THE ACI 318-83 BUILDING CODE FOR CONCRETE WITH A MINIMUM 28 DAY STRENGTH OF �.::�00 psi. EXCEPT AS OTHERWISE INDICATED ON THE PLANS. 4.) REINFORCING STEEL SHALL CONFORM TO ASTM-A 615, GRADE 60. ALL DETAILS OF REINFORCING SHALL BE IN ACCORD WITH THE ABOVE ACI STANDARD. WELDED WIRE FABRIC SHALL CONFORM TO ASTM-AlB5. 5.) MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM-C90, PLACED IN RUNNING BOND PATTERN WITH FULL BEDMENT (.)F, TYPE 11, MORTAR. PROVIDE REINFORCING, #9 ga. DUR-A-WAL OR EQUAL, EVERY SECOND COURSE. 6.) STRUCTURAL STEEL SHALL BE EQUIVALENT TO ASTM-A36, WITH ALL DETAILS OF- FABRICATION,PAINTING AND ERECTION IN ACCORD WITH AISC STANDARDS, WITH ADDITIONAL REQUIREMENTS AS INDICATED ON THE PLANS. 7.) FRAMING LUMBER SHALL BP: EQUIVALENT TO Nc?.2 SO. PINE.( Surfaced Dry. Used at 19% rna}.:.m.c.), EXCEPT AS OTHERWISE INDICATED ON THE PLANS. 8.) TRUSSES SHALL BE PRE -FABRICATED WITH PROFILES AS SHOWN OR AS APPROVED BY THE ARCHITECT. TRUSS DESIGN SHALL BE BY OTHERS FOR LOADING AND FOR BEARING LOCATIONS AS SHOWN ON THE PLANS. SHOP DRAWINGS TO INCLUDE ALL CONNECTIONS AND DETAILS NECESSARY TO RECEIVE A PLYWOOD DIAPHRAM DECK, AND SHALL BEAR THE SEAL OF THE DESIGNING ENGINEER. CROUQD TL(x4R SL t\1>5 iAw BERM ALL UP-TILID SLOOP, SLABS TO BE 4"cc wcu_TF WITH GxG- 10/10 WOW, FA.., _ AOTED AT MID• DUTN, ?II10vtUL -L JOwTs AT FAc of ALL WAIL'; AND COIUMu . PROVIDE C0MSTP_UCTt01i JOIMT`� AsSNQW" ON PLkU W0770 + XCEFD 3O'o'O, EXCEPT AS 01HER v(t_E ALLOWN 10,1_74E Kt'WI1 IJ- SEE D2AWWCS FOP, ALL- STEP", SLOPES F4_1ISlVkDI.TAtL., AMD FOR, AL— UTA(L.S OF Wt\TERPPo0-F1II SEE ARCu(Te Ts WtOW11G5 i70P ALL D21UEWAYf ,COPBS A@14 SIDEWALk,, DOTE: SEE SFIEET S-2 FOB. C0F3TWuAT100 OF T'utl_DlKI O' -�,— - 8, 3'4 a I r _ _1 c I Cuee R 1 SEE 5G, s,2} .. - --- -- AL EL ay.I R1 I lam_ s s- 7 we ��TotL a l � u} w u � a -1 J -1 c 21 I I II-4 I N i I I I i COI 1 5EF O'1{IEtL SIZE -�} ' I )n 35=0" 51--4" 14' G" 13'-4" 14'-8; OF sYr✓+n�ETrr 1 GARAGE FLOOZ FOUQD�\710Q PLI.a,1,I GEORErv6it. ROCK;�R REFEIZEI.�CE f`1OETH NOTE: COLUMNS ARE ScIIEOULED EAST AIJD FII It.tG WFsT SEALE.: 0LT Copyright 01986Schwab 6 Twitty Architects, Inc. All Rights Reserve U ❑ Z 0 Vi T w LJ w w0 Ln>_a U wp_j0) R a LL Ln Q 1— m _ L n i- WJLLJ UN W Imm I. ❑ LZ Ln F_ U=2❑ m m a < c I 0 0- 2 a z car, ❑ U ❑Lnw� U] ZLn3:m IS 1� �ic Q ..y ZLu p: 4 w 1-- O O C COMM. NO. �1 d 2 221. gN ----------- - --T- 5 9 _ �� -- ----- _._ L b _ t 48.8• 3-0 t l0' QO ^� - -- r - - -- - - - - - ---- --- o 24 R4 r a T -- i - ---, ----- -- -----r t -- ----- __ _ _____ - -- -- - - _..� `t 16 - I-L7 16 4- l8 L f _ _ .r i i _� - MOTE.: RETAIu,,QG WALL5 R1 -NRU R410 4 PCE sklm + _ +' --- Q0 Pi AND MAY VAI~Y, AcTi WALL rJ �- - ___J :` \L__r i DETERMWED 6Y THE ExisrinlG ctAoE_, -- - EDGE OF CER2neE GeAUE SGvALt r`iaT BE Lt•"✓s TI-IAu I I 7 C>8'-04, LOWER FIIJIStIED FLONZ As }FECES AQY. �J tv I } �L IL J ti �6,. r-- ' I C _ I N' 7 v17 . 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AR50ur r CFFT 5-MQAGE POOVI DIVIDER I i �!I ru IZETAIUIKIG WALLS \,vlLl- VAC.Y W)TN GVAD I II CJT,-._-- I EDGE WALL5 BELOW 5LA6 ARE 5k4oWi 0ML!y ON EAST I I _- 1 I I SIDE �IJtIE2E F0OTIkIC, f IS R.fC�UItLL'l7q Ok. WHC.aC EDwF ! I L I r - - II I ¢ I b SLeZ Dttops 0[Low 114'' 1�1let�eNED ED;E, , I = I ----- I s,2 -t 1 , .---- I l r ---- -- ----+ � - -I__,__ I D L cuems 171I ri — -- — — ---' ----- o �- L-J L_1 II I 1 ------- 1� ---- 1 I J I -- -------------=1. -- 5'a a r. rICY i 11 j 17 Ir - - -; 17 ---i 1 OF SYMMET2Y i r � -- - -- c i 14 - t' I - i ®I L-- - - 1-� 7L .p %FECESS EDGE 15TEP AKID SLpPE AS 'DIRECTED BY l�RC4i, III �;�—. 8°,4.tC' Wll 1-05 CouT FOOTIUG/Z\ wlTla 2-144 co i'• PLACE TOP AT -;LlmE E'_EVATtbtJ As INTE gE T111G F-OaTIQC. STF_ (3ETWFCM WUELE DIFfEcz, 6'Ks° w/ I_�q RETAWIMC VA2.Y W ITN GRADE 5EE WALL DCTAHL. , SECTION 4 All .I O , I I .• A /5EE TYPICAL CURB W/ 1-#4 S'x IG" W/ -" 1 Y ¢ SE CT10Q 3 5ECT10ti (2� 4V & 1AGTE : OVJMER MUST MAI►SITA111i MItJIMU" BETW OR, EXTEkin W&L.L, A7.OUIJ (7 8'O° MIr,1 13Cl:.hy � r 0 8 xl3" cupzu W/ 2-n3 C0km 3E11T10Q 1 , 43L o° 5 3=31 11'-S 131al 6. A' RFFE2EMCE MQRT61 GRou�10 7-LOOP, 4 FOUNrDAT OQ '(CLAN UTE5 �• TOP OF GROUQD FLc)o2 5L&IB IS DATUM ELEvp,T100 = OL09 SEE A,CCWITECT5 pR&VjIK1,s FQrL REFER.EUCE EL.EVAT1g1J, MIUIMUM ExTER,IOR. GReCES AIZE INDICATED= C-) 8'-Or' 2, TOP OF FOOTN ELEVATIDQ IS c-) 4=2.! AT ELEVATOR , c-) 2'0" ADJACEUT To DZWEWAYSI MIDI-)I'4` FOP TYPICV- ?,UILDIi FODUDATIOIJS. TYPICAL VoOTIQG DROP DOwN Oi STEP AT ELE-VATORAI.10 AT rzETniuluc YVAL1., SEE TYPICA,- DETAU_S, 3, COLUM1,15 AVE A5 SUOWu OU SNEU 5.3 , 5EE NOTES FOR IKCEt4SED SIZFS F0C oPFuIMG<;, m r m ENGf>+ i U 0 Z 0 E ui W DLj0 Fr _ aom U W0JO) Q: Q a L.LIn E-- It . In )- WJUN UL7QC'7 W JW� L7<Lmtn 0 M Q M Q IDa - 3 F-Z1­0 _ U EE i ❑ Ln r- W ['7 [A Z In 'S m COMM, NO. / FJ Copyright) 1986Schwab d Twitty Architects, Inc. All Rights Reserved