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Home My WebLink AboutARB202300025 Architectural Drawings 2023-02-23 (5)ii BATE I BY I f pr rce D v D LwavE� B £ m R E BF4RMG 6YRFaT E OF O WO11N6 BRED i0 euPnDRT vwTlca� iDaoa -BEE smuciuRx arv0 REINfORCNA 9iE£L - BFE BiPoICiNR4 P4dN8 INTEGRAL SLAB FOOTING DETAIL AT BEARING WALL 12" CONCRETE CMU 8" CONCRETE CMU ONLY IF ADJACENT UNIT HAS STEP-UP 4"CONCRETE-SOLID 2" FIRE WALL 1" AIR SPACE 3 STORY ON SLAB WALL SECTION TOP VIEW CENTER LINE OF FIREWALL 2X6 FRAMED WALLS 'AIR SPACE V-34—t ASTI" I IS E-119 w/ 120 MINUTE RATING I" AIR SPl 14" I -JOISTS I O 0 O FIRST FLOOR 1/2" REBAR BACK TO STABLE EARTH 1/2" REBAR-RON TO ........... SOLID G...ADE (TYP.) ELEVATION HEIGHTS PER SITE plan 8" AVG. •66 GW 21 4" PERORATED DRAIN 1 FOOTING 24" WIDE X 10" I" AIR SPACE 4" CMU- 12" CM U- CENTERLINE OF FIRE WALL I" AIR SPACE rOTE: BREAKAWAY CLIPS AT EACH FLOOR LEVEL 4 ROOF. O 0 O 14" I-JO18T8 b Sl JDS (TYP) 4" CONCRETE S" CONCRETE SOLID GRADE ITYP.I F; 12"CONCRETE CENTERLINE OF FIRE WALL 21 4" PERORATED DRAIN TILE FIRE WALL STRUCTURE DETAIL N.T.S. FCENTER LINE OF FIREWALL 2X6 FRAMED WALL 4" SLAB SIDE VIEW SIDE WALLS W/FIREWALL DETAIL NO STEP-UP GRAVEL FILL —CENTER LINE OF FIREWALL 1" AIR SPAC"CMU .I FF-2X6 FRAMED WALL 4" CMU :Ili. IP�,II 4" SLAB 12" CM SIDE VIEW SIDE WALLS W/FIREWALL DETAIL WITH STEP-UP GRAVEL FILL Z c�v w go > a, IS PLAN -24''xIO" CONCRETE FOOTINGS -fR403,1 33 3 STORY ON 6L,45 ON GRADE -2500 FI&F, = 1211Xro" FOOTINGS *SOIL TO BE TESTED PRIOR TO FOOTINGS -IRIO RIGID INSULATION a 24'' AT 6L,45 PERIMETER rpXrp FT, GROUND CONTACT DECK POSTS ON 14" SQUARE XIO" DEEP FOOTINGS ITYFDI :jF:: rmi: rii: CTR/rIREWALL TO CTR/FIREWALL CTR/PIRBUALL. TO CORNER CTR/fqREUAffTo CORNER CTR/rIRELUALL TO CTR/FqRELUALL CTR/rIRELUALL. TO CTR/r(RELUALL CTR/FIREWALI- TO CTR/r[REU)ALL ............................................ ............ 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E ...... .... ............... ... ....... .................. ................... ............................. .......... . ........ ... ........... ......... ... .................. FOUNDATION PLAN m PAGE OF 11 -LOWER STUDIO UNITS - 2 LAYERS OF 5/S" DRYWALL ON CEILING -NO REGESSED LIGHTING -INSTALL 1 HOUR FIRE RATED DAMPERS REAR 3'0''X5'0" WINDOWS ARE EGRESS 2X10 BOX WINDOW/DOOR HEADERS 3 a FRONT-24"WXIO"D CONCRETE FOOTING -R403.1[1] 3 STORY SLAB ON GRADE o -2500 PSF. SOIL=12"X6" FOOTING ° W 2 -*SOIL TO BE TESTED PRIOR TO FOOTINGS W- Z -R10 RIGID INSULATION a 24" AT SLAB PERIMETER U) aE -3/0 X5/0 AND 2/(o X(o/1 WINDOWS ARE EGRESS PAGE -2X10 BOX WINDOW/DOOR HEADERS 6 of 11 THIS PLAN WINDOWS ARE EGRESS REVISED: -2'6"X6'1' DATE 4 I-- IY RLS REAR -2X10 BOX WINDOW/DOOR HEADERS 44� FILLS L - I}30-Y[ RLS I-}13 RLS 1-12- RLS -11-U RLS 1-X 23 RUB 1-2 RUB }I-n-23 RLB U 6 z � an re s,v ..°v - m o 0 W 2-2%10 PTDECK BAND, 2%SO PT. JOISTS 016" O.C. 2-2%10 PT. DECK BAND 2%10 PT. JOISTS 016" O.C. 2 2%10 PT. DECK BAND 2%SO PT. JOISTS 016" O.C. z O w JU 61 PTAROUND CONTACT POST 61 PTAROUND CONTACT POST 6X6 PT.GROUND CONTACT POST 2X10 FT. DECK JOISTS CANDLEVERE (9 0 ONm14'X6' CONCRETE FOOTINGS ON 14"XB" CONCRETE FOOTINGS ON 14"%S' CONCRETE FO FOOTINGSJOIST¢ THROUGH 16" OPEN WEB ILCOR H ea a , 6_r s,o %LO PT. DECK JOISTS CANTILEVERED TROUGH 16" OPEN WEB FLOOR JOISTS 2XIO PT. DECK JOISTS CANTILEVERE ROUGH 16' OPEN WEB FLOOR JOIS 3 WITH B POCKETS S Z p QD 0p• fL M WITH BEAM POCKETS WITH BEAM POCKETS z :' a sa - o ° BALCONY BALCONY BAL ONY Q 0 4 � e 0IT L p BNDY a ° L DINING ROOM vT ys. cEu w uG y R00M MDINING DINaIs rox L Lvs wx STUDY esBaTU.a'Ya' sSa .De o .RrsOa STU Y DINING ROOM 5NDY n x LVP r �'�O04m dp $ a DINING ROOM V o.sn DINING ROOT e'G'so' ox vw wox sys ays Vsays 9 _ STANDARD •0 W�\/ KITCEN T w>m` ' QOEV — STANDARD %* aY STANDA m KttCNEN KITCHEN _ m cl x n ° i s ° v �L� ro. o my sor -.mnn� ra le OPEN WEB �a. LOB Job � Z g I6 OPEN YIFB I6 OPEN COR JOISTMOOR JOIST LIVING ROOI'I V " Is OPEN WEB m x IS OPEN WEB Is OPEN WEB - O n 0 n ay— OOR JOISt LOO JOI51� OR JOIST LIVING ROOT r LIVING RCOH wa . is♦ ss . nn �® FOTER " �Y� LIVING RC0M LIVING RAM OV LIVING III wa °+ s wa"°♦ _ mx Lw EO V YER u Lw °' u e+ FOYER FOYER 4 ii�R'''o' "x ® uuuuuuuuTuu ... .... G sa B.. a. .................. ..................... • °. / s'sn' s'sx" /+' 1212%B PORCH BEAMS .r: ............... .. ... ... ...... ...... .......... ... ......................................................................... .... ..... ........ ....... ...... 1272%B PORC BEAMS RIM WRAPPED COLUMNS ON .........°y........ .......................... "aM TRIM W APPED CO UMNS ON s^ s,ro. BASES WITH CONNECTIONS s'o" s'o" BASES ITH CON POTIONS [212%8 PoRCH BEA S 122Y$ PORCH BEAMS c'z' v.a�s' rbn' rbn' v:a• sby sae" >+' •••••san ..... ........�. ON TBASES aan' rcr ' BASES WRH CONNECTIONS WITH '^ ON TRIMWRAPPEDWITH O cwrcc riRawi ro cwrcc riReuvi cexae nveuxv ro cwvsu R45E5 WITH CONNECTIONS CONNUMNSECTIONS � o aa' [212%8 PORCH BEAMS aa, ~ aca LOT 22-UPPER LOT 23-UPPER LOT 4�� 2 UPPER LOT 25-UPPER LOT 26-UPPER LOT 27 UPPER Zq roil rL FRONT PAGE OF �� THIS PLAN REVISED: DATE BY —21(oIX(olI WINDOW6 ARE EGRESS REAR II-9-n n-I+n R�m Res n-z Is- - Ls `9n RLS _2'8'XE'2'' DH WINDOW6 ARE EGRESS Le R, R� -I312Xro WINDOW HEADERS cwm9Nrnr.n _< ��ei wuuwi si 9p no' N p o h A Z W W � O p ra' ra• p \ 0 0 K F F . V ,. � � � � P.� P i.uix .e¢c can • e 1~✓ t p v«. ceun «cmm na ,•von .v miaix =.s¢rz p e vncwn .emrzron .se. x r, • p s«.m• a xcawc mvoe V uvoe nmiaix ,ue..e¢can rc V so• pp u � s 1 so t—'f .. k iu c. - Ell -1 nmr.. > -o w ma�.v. r xewwr ysmw. c . 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