Loading...
HomeMy WebLinkAbout0799.01 Building Plansa f*S Oft N(n r W t N Q�all I r �� 1 ! 99.:x,_ c � LOT cs APEA MAP i-s, A RE51 DENCff FGR LOT NO. 96 WOODqATff - SECTION 4 - CARMEL, INDIANA I VA N MA N Ce Of .t 991i:4w Akl.z�- 4. i vrloyj .i)!a ( -d!l 0 016 77 Wp AV p 'w 77 Y -!-z 7r, f, Y" A '.q we loin' I -230 -h 17' 1 t lw=-ra. XI'40r. tilAA 4, c6t4 c --'066LAt x -Wwe VIK ' .� CZAVI, -��fAC t11 09 % 0 77 7 _ ' I i i 01 cr 14.4 9 ri ����M�NY'PL4N IZA L5 14"•I'-oy Mho �_M��_ C��I� i��l ��� 1 � ___ . L4::)T N I ?O -M OT M A W 4 e s ,,j4eA E %—Aow —ot 160-r a I DffNCf! SOP I I , CPP16 L11PLI ,r _ _.. +t MP. . �C� � ° qCo _- SLY ��� -��CTi�_l�l�..4 •�AT�MFC,-1�:1�►� 4.1,E ,. V4. 1 r rwL. rip 6 ?L 140. - .6.91 N eat a ov 9 x&-fPbCl A I .f1w0pp.&f f rT- V/ ?.c �fz 4faaxv I EXPANDED POLNOWPENE cof L7 f L AAA I We, - -fuf-woel\YA-Tee?Rzfiu4 tAy woop - wwft ......... vi vow Lockc i � I L+ 19, 41 4j tOV16- P4. 4*1� V10 SON oe ?.M 49"F%7! 4. VL F Valk T61 0 �0"IFN)V.v Couc em 6CALt t4 u I k. pr fLCO2.___ 4 -mi vi/ W \Y/ e0m.6 Y, ow V�F 14 9"0. UULA? I CD -V 1 7, - *k fwf vairmte 6. ILum.'Aullif Mai me oftUN low Moman] =am low win :Niwiluwllmo so miasmal So woolloollefol NINE to j �A d\1(.e'U4 Cow I Nic' Y4 ca, V-0 a.c. o tAy woop - wwft ......... vi vow Lockc i � I L+ 19, 41 4j tOV16- P4. 4*1� V10 SON oe ?.M 49"F%7! 4. VL F Valk T61 0 �0"IFN)V.v Couc em 6CALt t4 u I k. pr fLCO2.___ 4 -mi vi/ W \Y/ e0m.6 Y, ow V�F 14 9"0. UULA? I CD -V 1 7, - *k fwf vairmte 6. ILum.'Aullif Mai me oftUN low Moman] =am low win :Niwiluwllmo so miasmal So woolloollefol NINE to j �A 441 )"-I - J6 Rw. .. .1 L Av p .7r. L A o DfAW 40 op �JA 4 f6tU 14 N a- f ��-�CT10N ��i'��1: qn-.O* AM 12.0 go.c. fAAVC A�e q -4 ` � 41 ALPXA% 10 1. -A---A 4wcwDr 'PlkrI6 ttA M_ t0l" ?ATT -t X-4 40 0 4// /5 \ Z) Lt wo. \YAU_,:1At NP slyest Ae, G i - 2 \ � j � \ � / / _0 All C k'uu VALL' V, oo IT I 4 , INV/ tw LL Iu A) emet WALL.-' L r12"\. - t4 T?N "kUVO to fto M Atm. f., OOH PPAM 11�IG pLA N a°� -o f C��Ael 15PKLM W 1Moee a A*AM. M0 NA I L 4 tjjr4 U( 1 d HMI's 1: E 10r I 5MI&M 14 fAct "MIJITIP?Lt vokrmf_lv _NA Liw \?\To f L 1 ICA. J�u M_ j?'Vt 1G4 NAjtl0-- -­ t�o�� S L A til e°� � o •_ _ CRTMA IN, YCXlR AFM A ,JAY V.4%Zy. IT 15 m TO VE FY TWESF j D aq Ti -e F6WI. Cue-,Kli LOAP INCI ."LOOR V"D LOADS, - 15 F. IRO�-UIVE LOAD LOA 40 42. &-ftW Sfto=. jjff=T* yore YcuR..aa 3_ 04 PC#" WARM PIMMU A"A'=, 2MV PAR CW.`WL"`-4Q, NP1ZT=\W*V/0R LOCAL FRACn= MAY i6f14:*4 HOW lSTR&4M4T.FWTWAND FatoAncN WITH =NTRACTOR OR MILDDr, LAM LV tl=T OR' E>=E0- V -*C ,STRUCTUR. L--NOTS": DEMCE F'OP" Cp P'V M p I kI l0T_N*_'9Co - NVOOD6ATE CA2MEL,1KIDIANA A P14ANTbM L" Nolco4:r, E8 ;STEEL $CzJ�►D1 'HIS STV150L,N=ATES� WAD T N-TEMOR W4US, ALL EXTER$OR WALL; 40, Y1414= , ALL; int M NAL WOE SEE tr= mm 915EUPW 61WWAT'044 0 CTY 4 212>dr=A;m'o L jANGLE£P W/ 4 *11K, aEAf tM, t44E* W RECUIRED EXTSMOR MA$otqw u AT ALL '.NMW>W� � �429 EDGE_+WLW,s4 AND t2v- 04#CNq ALL INTEL' WIATE MAlLjw. COMECTORS- INDICATED By T44E $IMPSON STRCW,-TIE 40r#4tr. IW,, 64N LE-ANPFzo, 6ALiFoRNfA 94511 goo -999 -PCs%) 'BRACE P-OCF TO. WALL Ok 5EAH ar;-.LO . W %U/ 2x4'6 0 32" O.C, DEMCE F'OP" Cp P'V M p I kI l0T_N*_'9Co - NVOOD6ATE CA2MEL,1KIDIANA A GL. RIDGE BEAM 2X6 SCABBED ON TO RAFTER Y1 _ _ _ _ _ BOTTOM OF _ / \ MIN. 2" AIRSPACE CEBO IN J1�O S S 2X6 RAFTER 2X4 BRACMG • 32' O.C. BONUS ROOM1 1 4 BONUS�M. fsuB� - - -- I TOCP OF PLA11: SOLD = CKMG I I r GAR,4 E �_� I i COW. GLAM _ _ �+ I J Fi TFL. ISUB I I � SECTION V4' = I'-®' 2X6 COLLAR TIES 2X6 SCABBED 12( ON TO RAFTER 2X4 FRAMING • K' Dr. 2X8 CEILING JOIST Nn' a RIDGE BSAM 2X8 RANTERS 2X12 CEILMG RIDGE SLOPED- 2X12 W/ CEILING RADIUS CUT 2X4'8 • 32' O.G. COLUMN 3/4" JOIST BEARI1bCs 2x6 OUTROGEft GABLE VENT FASCIA NEIGLt YWOW r 4 SLAB ` PORCi-i I iA OVER CQMlPACTED FILL PEPIWSS t t t t FOR FLOOR FINISL BRICK STEPS ----� TO GRADE AS REQUIRED FIRST FL. _ SQUIRED 4'•6" B'.®" �_Gr (SUB) - - SECTION 1/4" • i' -fa" --- BEAM (2) 2X4 P"T BEYOND 2X10 VALLEY. BEAM 2X* R, AFTESS R KGL. ' BEYOND (2) 24" 8LOI4D 2XI2 UI/ CELM RADIUS CUT 2 LAYERS 1/4' TUCK GYP. no. CZLWxx WEIGW PLS 6LOPW SM •FRONT WA .3 cOWLATAW .%�.3 TOP_ OF � BPRNG LME � OF RADIUS A S= IO" DIA. COLUMN = rl . R. 6 MIL POLYETHYLENE MOISTURE BARRIER TRANSOM POOR FORCH SLOPE ra / GJ... BEAM i WALL--\ MEYONP CONC. SLAB SECTION KITCHEN BEYOND Mi 1/4' " 1'-V" /tSHOWNt BEYOND r I DOOR FOR I SCREEN PETALS I 5 \t TOP OF PLATE FIRST FL. igg". �� r - - r .•; -ter 1'-4 3/4' -1 1x9 2x4 lQ4!M A1.l. • 16' OAC. MM. 2' AIRSPACE FACE OR STUD 2X6 CIE LNG JOISTS TOP OF4 2xa BRACING w 320 0= I TOP OF FASCIATREATED Iwx4A ` = N = :..._ _ _ 50" STUCCO BAND RM S ( T OF / / • \ lSUBI TOP PLATE 'uj T fL 0 MASTER. f�ip IBAT14 2'-®• it 43 � TOP OF P1.AfQ ! ) / TOP OF PLATE - - FASCIA 17 1 SECTION u4 I -�" BASEMENT STUCCO � = 9 M,d►cJ' TSR�o C 24Q SLAB 2 LAYWO 13/324 PLYWOOD � cm FROM TREATED 1X6 {.IOUGE BEYOND FOR STUCCO FRIEZE = BATH _ _ _ __ _ _ i$/32" PLYWOOD SNEATWm 5 BAND PROJECTS In (TYPJ 2 V2' (TYPJF cA • NOTES ACS OF MASONRY Slut S$CT: 3/b t "FOOT FL 2 SECTION FOR TYPICAL NOTES - — - V4• • 1'-09 v44 (UB) (0 SLOPE TOP OF BAND i/4' (TYPJ FIRST FL FIRST FL _ _ TREATED 2x4 W/ bc2 i! lSUB) (SUB) (TYP. FOR YEW. t LORIZ vivo*") 4' CONG. SLAB 12 w/ 6x&xUAxUAA WtP NOTH: _ MASONRY LLQ SEE SECTION 3-3 FOR TYPICAL NOTES r - R4 OF S'ND 11/4" COLU1r BEYOND � I`M. PL STUCCO \ ®' YAM"" BASEMENT _ 901 TOM OF a cr��. BOND BEAMunTl4 coNT. «3 BAR. PIWVIDE V211# ANCHOR r I �• ILWCs JOIST SCREEN FABRIC ��� FABRIC� �� � � +' • , BOLTS w 32' O.C. TO SECURE z- ' _ w 11�4Y a TREATED 2X8 PLATE C4 SCREEN �'' TOP OF PLATE . ' ' 2X4 FRAMING • *0 0= � w M6ASTER DOIaeLIi TREATED 2x4'8 6 MIL POLYETHYLENE EXTEND STUCCO TO BELOW GRADE w bit allm SIDES MOISTURE BARRIER OR CMIL FOUNDATION WALI. _ • 1x8 WOOD TRIM FACING 3/8 EC!! Jr.NLLF.R V LORIZ GALV. JOINT NCTS TOP OF ON 2Xi CONT. (TREATED b/4' XS' 1REATiiD FIRST Ft. • REMF. A 16' OAC. VERT. CONC. 81.AB SEL SECT. OT FOR AT EXTERIOR) DECKNQ� _ - --- - (SUB) FILL ALL. CELLS BELOW GLADE TYPICAL NOTES ABCIA FILL A ELL CONCRETE -- - BASEMENT p.g• g• COLUMNS A8 GHOM TREATED 2x1D'S II1/ ItOP OR SLAB)-btIC TRIM BOARD • AND TREATED 2X2 •s + FOOTING 612L AND RE", • � � LtD4ER STRIP ° SEE GFNEWL NOTES ,g TREATED 2x4 TRIK4TSD w PIER LOAD 89IA1QM SECTION D SECTION 1/4' • I' -m" 3 SECTION 3/4" . I' -AV 4" SECT ION 1 �• • r -m" 5 SECTION 3/4' = i' 0 - uROOo STUDS • w• oc, PA�,�OyyWEf�►�t 1�llIYEN ^OW TI•M TRT'D PLATE &Xi-uooQtlr4 uw CENTER OF SLAB (TYP.) WIRE Raw. (4'-0" WIDE) IN TWICKENED CONG SLAD e (2) 04% CONT. DETAIL AT THIcKENED SLAB 3/4" a 1'-(d" HEIGHT OP PIERS, A. F019PO LESS THAN 368 IN HEIGHT MAY an a"Xi6' OR AS NOTED ON FOUNDATION PLAN. 0. PIERS BETWEEN 3&" AND 80' IN HEIGHT SHALL BE A MINIMUM OF 16'X16". a PiERS GREATER THAN 80" IN HEiGH4T SMALL Be A MINIMUM OF 16"X16" WITH (4) CONTINUOUS vo BAR& fc. CI-IIMNEY CONST'RI,ICTION: L USX 5/32" STRUCTURAL GRADS 2 PLYWOOD SHEATHING. 2 SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STA&MM SPLICES AT LEAST 3'-0- AND USE (4) STUDS PER CORNER 3. USE 10d NAILS i 4" OAC. AROUND ALL PLYWOOD EDGES AND 12' Or. AT ALL INTERMEDIATE SUPPORT'S. 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. $. CONTRACTOR TO VERIFY C14IMNIEi' FINISH MATERIAL WiTH O"R PRIOR TO CONSTRUCTION. IF BRICK MASONRY IS REQUIRED, CONTRACTOR TO MODIFY CONSTRUCTION OF FIREPLACE AND CHIMNEY AS FI=QUIRED. & MASEMENT L BASEMENt WALL CONSTR1R =ON SHALL BE, REIAI"ORCED HASONARY OR REI4FORCED CONCRETE, AS REWIRED BY LOCAL CODE& 2. FOR ELECTRICAL LEGEND, SEE SHEET 03. GENERAL NOTES _V"�i P w 16" O:G I' WITM (3) MIATFRR PROOF DUPLEX OUTLET POWER DRIVEN ASO ®OL.T& NOTE, 1 OH +�►• CxENER4L: TWO ANGLES REQUIRED M -OW FLOOR "J. SWITCH CONTtiOLLM L UNLESS NOTED OTHERWISE FLOOR FRAMING SFIALL CON818t OF DUPLEX OUTLET. QWL,fER VERIFY L-OCATION ® 6X6-WIA>Q 4 uw TOP OF 4" SLAB NOMINAL 13" DEEP WOOD FLOOR TRUSSES 2 FLOOR TRUSS SYSTEM SHALL BE DESIGNED AND ENGINEERED * CENTER OF STEEL � AM ID SLAB (TYP.) BY TR4186 MANUFACTURER AND COMPLETE INSTALLATION 0110CUS1110 CEILING# L1GNT FiXI'UFM WIRE REM. (4'-0" a "'mmon'• DETAILS SHALL BE PROVIDED. D4 MMEWR CAST ALUMNUM PLOOO LtGHTa J CEILING MONNTEP PADDLE F=AN W/ LIGHT S. COORDINATE ACTUAL FLOOR TRUSS DIMENSIONS UNTH CELLNG MOUNTED PAN - EXt W*T �+ CKL64 MOUNTED PAN AND HEATER �► CEILNCI MOUNTOP PAN, LIGHT, AND HEATER THE SELECTED TRUSS MANUFACTURER. PLATE DETAIL 2'-0' x &'-2' 3'-4' x 6'-211 21-0" x 6'-2" i OH WY TRANO 1 PIS WIV TRANS 1 DH W/ TRAMS* 4. PROVIDE BLOCKING BETWEEN FLOOR TRUSSES UNDER ff (4) 04% CONT. All WALLS THAT ARE PERPENDICULAR TO FLOOR TRUSSES S. AT THE TIME• OF CREATION, PLANS COAPORM TO "CABO ONE AND TWO FAMILY DWELLING CODE,- WHICH IS COMPILED FROM V4 BOCA, 813CG1, AND UBC BUILDING CODES. HOWEVER E,aC� ANGLE MODIFICATIONS MAY BE NECESSARY TO COMPLY WITH LOCAL AND STATE CODES. 6. CONTRACTOR SHALL VERIFY ALL DIMFENSION&3 'L SECT iON CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF 11 IE SPECIFICATIONS FOR THIS HOUSE, 2 j 1-112- , I' -W & ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS SMALL BE TREATED. FASTENERS FOR TREATED WOOD (NAILS, BOLTS, WAR DWAI, ETC-) SHALL BE GALVANIZED. 9. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS AS PER CODE. 10. INSTALL ROOPING MATERIALS ACCORDING TO MANUFACTURER& RECOMMENDATIONS FOR THE AREA AND CLIMATE INCLUDING BUT NOT LIMITED TO SHINGLES, TILES, FELTS, PLASHING, AND FASTENING DEVICES SIJiS FLOOR IL HEARTH DIMENSIONS DETERMINED BY CODE 12. INSTALL EXTERIOR PINISH SYSTEMS PER MANUPAt;tUFREWS RECOMMENDATIONS CLE. CONTROL JOINTS, ATTACRwIENT/ ANCHORING DEVICES, FLASHING, SEALANTS, RETC.) $. F 'RAMINGs L JOIST SPANS WERE DE I ERMINED ON THE BASIS OF THE ALLOWABLE STRESSES IN THE "1991" GRADiNCsT RULES OF THE SMT14EFiN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) KILN DRIED. I PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, D A QXXIdD ALL OPENINGS NOT INDICATED ON ABOWiNICs 3 PROVIDE SOLID BLOCKING BETUIEEN FLOOR "is" UNDER 2x BLOCKING W/ N/1"0 WALLA n"T ARI: PERPENDICULAR TO FLOOR JOISTS DOLTS 0 24, O.G. _C 1�NTiLATiON:zam BTAQ4EIe�D L PROViDE COWMOUS RDGE VENTS ON AL1. ROM STEL'!. DREAM 2. PROVIDE CONTINUOUS lQ0CF TO WALL VENTS AT ALL JUNC=WS OF SLOPED ROOFS AND VERTICAL WALLS L CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARWm 16• X 12' FOOTING FOR a" OR 9" FOUNDATION WALL WITH (2) 04 R EW. RODS CONTINUOUS CAP K PLATIN i•xi'xiR• 24' X a' FOOTING FOR 124 FOUNDATION WALL WITH (2) WITH 3/4.1 )OCTA 04 REI. RODS, CONT141GU& E. PIER FOOTINGS: SECTION 11/2• PIER FOOTO-W (TYPICAL UNLESS NOTED OTHERWISE) • r-0• a L PROVIDE 3'-0"x3'-iomexl'-o' DEEP CONCRETE FOOTINNS WITH (3) #4 MEINF RODS EACH WAY UNDER 208x320 MASONRY PIERS, 2. PROVIDE 2' -4'x3' -0"x1'-0" DEEP CONCRETE FOOTING WITH (3) 04 i EW RODS EACH WAY UNDER 120x20" MASONRY PIERS. 3 FiLL PIERS SOLID WITH 200 P.S.I. CONCRETE, TYPICAL, HEIGHT OP PIERS, A. F019PO LESS THAN 368 IN HEIGHT MAY an a"Xi6' OR AS NOTED ON FOUNDATION PLAN. 0. PIERS BETWEEN 3&" AND 80' IN HEIGHT SHALL BE A MINIMUM OF 16'X16". a PiERS GREATER THAN 80" IN HEiGH4T SMALL Be A MINIMUM OF 16"X16" WITH (4) CONTINUOUS vo BAR& fc. CI-IIMNEY CONST'RI,ICTION: L USX 5/32" STRUCTURAL GRADS 2 PLYWOOD SHEATHING. 2 SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STA&MM SPLICES AT LEAST 3'-0- AND USE (4) STUDS PER CORNER 3. USE 10d NAILS i 4" OAC. AROUND ALL PLYWOOD EDGES AND 12' Or. AT ALL INTERMEDIATE SUPPORT'S. 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. $. CONTRACTOR TO VERIFY C14IMNIEi' FINISH MATERIAL WiTH O"R PRIOR TO CONSTRUCTION. IF BRICK MASONRY IS REQUIRED, CONTRACTOR TO MODIFY CONSTRUCTION OF FIREPLACE AND CHIMNEY AS FI=QUIRED. & MASEMENT L BASEMENt WALL CONSTR1R =ON SHALL BE, REIAI"ORCED HASONARY OR REI4FORCED CONCRETE, AS REWIRED BY LOCAL CODE& 2. FOR ELECTRICAL LEGEND, SEE SHEET 03. DETAIL AT THICKENED SLA5 3/4" s i' -m" ELECTRiCAL LEGEND WOOD SR09 OESCm T10N P w 16" O:G MO MIATFRR PROOF DUPLEX OUTLET POWER DRIVEN WL+4L.L > wcw C:ON1i u no ow um CUTLET 1 OH ANCHORS • an am ® M -OW FLOOR "J. SWITCH CONTtiOLLM TI -M TWO PLATE DUPLEX OUTLET. QWL,fER VERIFY L-OCATION ® 6X6-WIA>Q 4 uw TOP OF 4" SLAB III&" &POO NlT MOUdTEO LIGHT FOC UPS * CENTER OF &OP 'FUSED GULF M0114T£D LIGHT RXTWM ID SLAB (TYP.) O 0110CUS1110 CEILING# L1GNT FiXI'UFM WIRE REM. (4'-0" a "'mmon'• WiDE) IN THICKENED CONC. SLAB D4 MMEWR CAST ALUMNUM PLOOO LtGHTa J CEILING MONNTEP PADDLE F=AN W/ LIGHT ® CELLNG MOUNTED PAN - EXt W*T �+ CKL64 MOUNTED PAN AND HEATER �► CEILNCI MOUNTOP PAN, LIGHT, AND HEATER eASE PLATE DETAIL 2'-0' x &'-2' 3'-4' x 6'-211 21-0" x 6'-2" i OH WY TRANO 1 PIS WIV TRANS 1 DH W/ TRAMS* • ff (4) 04% CONT. All DETAIL AT THICKENED SLA5 3/4" s i' -m" ELECTRiCAL LEGEND Symms. OESCm T10N P Own" OUTLET (CROWDED TYPPJ MO MIATFRR PROOF DUPLEX OUTLET A WL+4L.L > wcw C:ON1i u no ow um CUTLET 1 OH A90W C41UNTER LOCATLON ® M -OW FLOOR "J. SWITCH CONTtiOLLM C DUPLEX OUTLET. QWL,fER VERIFY L-OCATION ® no VOLT OUTL.l1ET OR OOMtECTICN CaLm MOUNTED Lldw PNXTURE TOP OF 4" SLAB III&" &POO NlT MOUdTEO LIGHT FOC UPS �i &OP 'FUSED GULF M0114T£D LIGHT RXTWM ID RBGE86H1O DIRECTIONAL. CKILNG LIGHT PRXIURE O 0110CUS1110 CEILING# L1GNT FiXI'UFM 130 RECESSED LIGHT FOR WET AREA "'mmon'• UDM COUNTER MARMSCINT LIGHT D4 MMEWR CAST ALUMNUM PLOOO LtGHTa J CEILING MONNTEP PADDLE F=AN W/ LIGHT ® CELLNG MOUNTED PAN - EXt W*T �+ CKL64 MOUNTED PAN AND HEATER �► CEILNCI MOUNTOP PAN, LIGHT, AND HEATER 0 *61m ELEVATION FOR TRsLANSOM. WINDOW SCHEDULE SYM OL 3 i/2"111 SAP. ARK COLUMN (TYPJ QJAN. DESCRIPTION A BASE PLATE 6"X60)"m 1 OH B W/ (2) 3/44 ANCHOR 1 FDW UY TRANS C BOLTS, ON i" GROUT BED 1 DH O TOP OF 4" SLAB 1 DH E 3'-6' x W-21 I Fodw W/ TRANS F 21-4" x 5'-6' :� • - . + i f+ .' :' , , •, TURN DOWN SLAB 11 2 OH H TO TOP OF FOOTING 4 OH J ,:CoLUm 2 ON we TRANS FOOTING 4'-0' x 6'-20 1 PDOO W/ TRANS WE SA6EIIENT PLAN COLUMN eASE PLATE DETAIL *61m ELEVATION FOR TRsLANSOM. WINDOW SCHEDULE SYM OL ARK SiZE QJAN. DESCRIPTION A 2'-8" x 6'-6' 1 OH B V-6" x W-2' 1 FDW UY TRANS C 2'-a" x W-2" 1 DH O (2) 2'-8- x 6'-6' 1 DH E 3'-6' x W-21 I Fodw W/ TRANS F 21-4" x 5'-6' 1 OH G 2'-V x 0'-20 2 OH H (2) 2'-8• x &'-2" 4 OH J 2'-4" x 6'-2" 2 ON we TRANS K 4'-0' x 6'-20 1 PDOO W/ TRANS L 2'-0' x N-2" 1 SINGLE HIM W/ ARCH TOP M 2'-0' x &'-2' 3'-4' x 6'-211 21-0" x 6'-2" i OH WY TRANO 1 PIS WIV TRANS 1 DH W/ TRAMS* ALL WNPOA ARE 100 AMm AND FLEAA?wmTmmow. VERIFY LOCAL CODE &1RESS WINDOW PUQMM9vNM PRIOR TO CONNST114=014 WINOM MLNKRACTURER To PROYNOE GLASS WHRM PEOWIMP BY CODE. * SEE ELEVATION FOR TRANSOM PIPE / ',eg STACK STUD WALL K.00R JOISTM%M EACH SIDE OF PIPE WI/ SLOCKlNo . 16' OAC. TYPICAL "''iPE THRU FLOOR 3/4" *I'-0" PLAN NOTES: L VERIFY ALL LOCAL COOKS, ENERsY TYPES, i AND SiTE COWITMB F"oR To CONSTRUC CK j 2 RLMEW "LOCTEI? 1'R0444CAL SYSTEMS WITH OWER PRIOR TO CONSTRUCTION. RECOMMENDED LOCATIONS ARE AS FOL.LOWSs TWE WATER HEATER MAY TYPICALLY Me pLA = M THE BASIMEW OR IN TNR GARAGE. HVAC. UNIKS) MAY TYPICALLY BE PLACED, IN TWE BASPMENT OR N THE' AT= FOR ONE STORY HOUSES, IN THE CRAWL SPACE FOR THE FIRST FLOOR AND N ATTIC FOR THE SECOND FLOOR IN TWO STORY HOUSES. HVAC, EQUIPMENT IN ATTIC SPACE SHALL BE ACCESSIBLE SY AN OPENING A$ LARGE AS THE LARGEST PIECE OF EQUIPMENT AND H NO CASE LESS THAN 21'9X3&•. 3 SEE STRUCTURAL 0AAW>N36 FOR ADDITIONAL IVFOIRUTION. 4. IN& L.AT E A AND ALL BATHS AND UTILITY ROOM. S. TYPICAL. WALL, 2X4'6 . 16. OjC.. WNLESg OTHEF WSE DIMENSIONED. 6. PROVIOE SMOKE VMCTOM AS RK=P= 8Y CODE. 1 t'RdYIDE OGORDEL.L$, `rp.4m& opvjK AAD CWM 7 11 11