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Home My WebLink AboutBuilding PlansL it*- C -)F ROOF BEYC)AV BOARD A(-) BAT TEN .9DffVO FL A.WNX-, V- 4" 'CEL 7 Pi- YW(XD0 L;AFCKVVG 10 ,V X 6 RAFTERS OR AS Rf-(:Z')D E— srAtvr-x^K9 NIF TAi- r. I M 6 FASCIA (TY)".) --Fl T ---------- ------- "N 1,-2- REVE-AL. o cc:�NT. 14 -WT .2 )e 4 CX/TL 0CXER - CRO WN &KDU Dl&<3 cr 4 FRYE--ZF- BEAM AS Rf-Cr-) --- A S R6QD at -DCk'lNC- PRE- CAS T C CWCRE rE KEY-- SEE DE7AlLt#',� rCaP C -W= ARCH 4" CROVN OVER I X 6 FRIEZE' --—-- STUCCO OR Et:?UAL S7-CXF ARCH sro( CAP w,-� ,, f,?Evr=At- (ryp.) Spom::7L #vF S row COL CA^ s rcW WA TERTABLE S TONE PAVERS PORCH LEVEL STCAe VLA ER CCV4C PCXAVA rXWV WALL ASREO D FL. ASI—ANO ,3..x'4- = I'10" 5"AkaL ES LEFT ELEVATION /tYSIA- A TION AS ME -OD 2 X 6 CLO, J(::VS 7' OR AS REO D. 0 YP &OAMD L%2" NAR 0 — BOARD CL 0. 2 A' 6 Cl G, JOIS 7' JI --B.LOCXIN<-' AS REO D 2 x Ao F;L OCR JOIST OR AS R1=C7 FW FL R 17 FRANK BETZ ASSOCIATES, W— AS"&S W) ABILITY FOR ANY CHANGES OR MODPCATk-)A MAJF T -O THEW PLANS BY OTHERS / x 6 FASCIA (TYP. 4" CROWN OVER I x a FRIEZE (r yp STUCCO OR E<DUAL S r(:;kW WATER TABLE REAR ELEVATION_ NO TE: A T TIC VEN TIL 0,A v PER LOCAL CODES AND 4,,-(:.;�,11A>FA4PVTS P PLATE I X 6 FASCIA fTyP,) 4" CROWN 0109M` I X 6 FqEZE f7,w,) ORYSTACK SrCVE VEA09e h m W. Nlff� 401 To 894,rl LEVEL 5-0 BASE L OUV VENT frwp, PRECASr CCO14C. Sm -L rrr�.j — 1;'AiS&C> STUCCO -JAC'< ARCH d <EYStCV,E SIM 70 C)ETAL KZ7 STUCCO CW EOUAL STC>NC wArERTABLE 2-- 1! 1/2" r 2" 5 114'* PEDIMENT DETAIL rC;V',E WA TER 7 A&- L- RIGHT ELEVATION SA4XXE ROOF PLAN_ X a RAKE (ryp.) -d" CROWN OVER 7 x a AmEzE tryp.j AkCl-, AN) <F 11 - ?.I" -o"y"t-s ANt-,) 5-"7 -T -ER 0 T YFI, FRONT El-EVATION -9 QY -WAW PrF"Z A, E— r. -3 SA4XXE ROOF PLAN_ X a RAKE (ryp.) -d" CROWN OVER 7 x a AmEzE tryp.j AkCl-, AN) <F 11 - ?.I" -o"y"t-s ANt-,) 5-"7 -T -ER 0 T YFI, FRONT El-EVATION -9 QY -WAW PrF"Z A, E— o cr < r3Y: CK IAl A7R FRANK BETZ ASSOCIATES, W. AS&AoES NO LIANLITY FOR ANY 0--"=r—S OR MODFICATIONS MADE TO THESE PLANS By i. 7 )'P) J� ---------- - BASEMENT FOUNDATION PLAN 1-d co I M-0 odk.. z o CN CN M-0 odk.. z 91ERE DESAGNED USINGN��!170W PRACTICES IN A7141ft GEORGIA. THEY CONFORM TO THE MAN STj;W, W,t0fA*6 CODE AND I"S CABO ONE AND ,-Am r DWELL/NO CODE. OW TO VARIATIONS IN LOCAL CODES AND GEOLOGICAL CONDITIONS. REVISIONS MA r BE REOORED TO THESE PLANS. .2 ALL &ORK SHOMD BE PERFORMED INA F VTq ALL APRUCA8LE LOCAL CODES, Ri�� AND FHA/VA MPS. THE 8MOER S"OuDI CONDITIONS BEFORE BEC.&NO6 CONS TRUC. 4"41 CONSUL T OOH LOCAL 3 TR(CT&WAL EACM&ER& AND CODE 01111CIA45 POOR TO usow, r)q, IIA TERIA I S PROVIDED TO AVS&RE CO I VrH CODES AND STRWWRAL INTEL 3 DESIGN LOADS, FLOOR: 40185 LIVE LOAD IOLBS DEAD LOAD BEDROOM, 30LOS LIVE LOAD 104a$ DEAD LOAD CEILIN6 20LOS LIVE LOAD IOLSS DEAD LOAD ROOF, 2010$ LIVE LOAD 7t BS DEAD LOAD 4 All BEANS ARE 2XI0 92 5rP. 2XO 02 5 rP, I AIVNA TED VENEER LIMER (I VL J. OR Citil-IA111HATED BEAMS (618) AS INDICATED ONPIANS A4 z IRA)' CEILAVO BEAMS TO BE _ 2 92 irr ulvLess OrmERw$E NOTED S. GLU-iAMNArrV BEAMS SNOMD HAVE A /*Aw7w ALL 6VIA81 t titHOIN6 5 7R955 OF 2400 PSI .t tArMA11; VEN(47A, iLlifBER BEAMS SA00"O 1-4AVE A ruNf,1U,'1 AZtOWA44Lt: BEND 60 STRESS OF 2700 PSI 7 ALL Ft-O(?R J015-7 AkF .2XAO #2 SrP AT Ar O.C. EXCEPT' AS NOTED ON PIAN ALL BAND MATeRtAL 15 2XIO 92 SYP tl jXf CROSS BRIDGING SHOVAD BE i45ED AT A/D POINT OF SPAN OR $'-0' dC. M4A7tW IN ALL FLOORS 1. ALL CE11W, KV,15'rS ARE Z"'S 02 S5)P AT m, a c & XC,Fx II A5 NO TEC ON P1 ANS, 0. All, RAFI-LR5 Afizlf- 2XR'5 03 SP,�' 47 /C OC L Yt f f T A5 VOTED ON PLAAwS. Att ;W, VAiJtr AND (IDLE RA,"TER5 AR-'! iX10'5 Ir2 15)4P EXCEPT AS VOTED ON PLANS. 4j, RA,, tER-, SHOaD M BRACED AS CLOSE TO MV -SPAN AS POSSIBLE Or" NO SPAN EXCEEDING /-V'-O' C. ALL RAFTERS OVER A YAIA TED ROOM ARE 2 X tO'S 13 SPF AT 14' O. C. EXCEPT A5 NOTED ON PLANS. 0 AL1 CEIDNO JOISTS AND RAFTER BRACNO TO BEAR ON LOAD BEARING VA40 DESCWED TO cARRr LOAD rHRU ALL LEVELS AND rERIft4rr AT IOLWOA"ON AND BE SUPPORTED Or rMCKENE0 NAB GRADE' 04FAM OR POOIZAirs DESIGNED TO CARRY LOAD. 15 ALL r - AV5T ARE 5PFC#WD 405W6 ME APA STANDARD PRI - loo, ;WRFoRnAmcE STANDARD FOR APA EVS X - jc7vS r. -&i Or MA AMPA C r&RERS r .,LpDELNES FOR THE PROPER INSTALLATION OF AVS T, HANrjERS, SQUASH BLOCKS AND DFCKX*. A RIM BOARD TO BE AAA ROM BOARD AIL 11 ...... ...... LLS, FrERS TO BE AUGNED OVER 5TUD5 I BE 2-2A0010 OTN //71 PL YNOOO SS orHERwsE NOTED. 2f, INSTALL 0060LE FLOOR JOYS TS UNDER PART(TION MALL PARALLEL To Aosr Dwichax &STALZ DOUBLE JOIST A?- rAC14 CORNER OF CAN77LEVERED BArS AND CI#MAWirA1 J2. All EXTERIOR CORNERS (INSIDE AND GIUTSAOE C TO BE BRACED OTN be.7* To BE od COMMOA A r 0 O.C. A r ALL EiX&S It O.C- AT All MITE OWTE SrLvs. ( OPTOOW - AMMMD . MI TZ&4 DIAGONAL CORNEA" &A'ACE$ BOTH 0/WCr)ONS i. 2,1 ME 0009LE 240 5 TRON68ACK Ar no SPAN FOR #yrj jols r a rN SPANS C*REA TER MAN AO' -O' it COLLAR TIES AT OOPER V3 OF VERTICAL DISTANCE dUEEN RIME BOARD AND CUiNG Mrs AT 4'-0* O.C. - DECKING SMALL OAF 1120 CDX PL YMOOD MHIPUY ldIHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED TRI455 MdiftrACrfAVER TO PROVIDE 5NOP DRAAWAr-,S BE EWdNEER /A( 5 TA rE. IN WOCH t9O NOTES WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA W& TRACTOR SHALL VERIFY ALL CON)ITIONS AND DIMENSIONS AT SITE BEG"4G CON$TfMT1ON, ANY D02RE-PANCIES SHALL BE ED TO FRANC BETZ ASSOCIATES, INC. FOR JUSTFRCATION CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS RESPONSIBILITY FOR ERRORS THAT ARE NOT RRORTED, 16ONS %40U -D BE WAD OR CALCULATED AND NEVER SCALED TW -7S TO BE BELOW FROST LINE (SM LOCAL CODE) AND MUST LOSIDISTLABED SOIL CAPABLE OF HANDLING THE BkX-DlN*. RRfOIX:ItO LOCAL EW.7 AND SIZES,NGINEER FOR PROPER FOOT TOR S-LAI"L INSURE COMPATIBILITY OF THE BULDING,7 WITH ALL ijE RENIENTS. LL EXCEEDS 4' AGAINST ANY FOLWATION WALL, REINFORCE COE OkkVATION AND STRUCTURAL NIENMERS %KXLD BE VEW4ED AND ,TAAA'*eD By AN ENG04EER IN THE STATE WHERE CONSTRUCTION IS .)CCM * DUE TO A WIDE VARIANCE IN LOCAL CODES. SOL BEARING -ONDITIONS, FROSTCONDTONS, Lff DEPTH, GE1OLOGPCAL AtO WE 14 'Ot�4-RACICR r� RESP01,88LE FOR ADAJSTNG AND VERIFYING C, 3 jzjc, Rx-- i Nj s AND CONDTIONS TO MEET ALL LOCAL CODES A Cuk iTY AND SAFE STRXTLRE-. 40,(:)D, C(Y<'AC"F1 AND SIF:L STPj--TURAL N SHALL BE OF A -4;,Ix-4) C4k* AND C"-I'Iy A4) MEET ALL NATIONAL, STATE AND LOCAL -4) C46 CQCS Of* APPOCABLE. "A MvSO'Cx, f1) FRAMING 4-�COLD BE CSD TO CARRY LOADS Uk, S ') 'XTft,0 [)OWN Tr-Wl T4- -,F-VEj,S BELOW AND TE"%1ATE AT 1' FiA3E�AE`NOR A r OTT -k 5EAW4G POTO CARRYtM DESIGNED 1601 � Ok� TE -jEIL ffiK,- jCVS 7-5 AND RAF rER BRA chw; TO BEAR ON L Ck BEAM SCI-EDULET x n" x 0' OLtLA&4 BEAM - C)R(DPPFC) JJ J,-4 x 22' OL LL AM BEAM FL U$ 4 - --- --- - --- - --------- ALL %RwvCo WALLS DFShrp^ED TO CARRY LOAD r"?U ALL LEVELS AAA ? *,' A TE A r Foot,, ?A 7'Aovv AND BE 5t,4opoR rEo a Y TN'CXSNED %8 GRADE' BE~ OR FOOT#vk:3 DF-qt�' TO CAMPY LOAD ROWN A,4CXX D ' W.,,' I x 6 ;WAL CAP I FRAA4N'ta AS REC)D I WI -1 0 yp 8D Sm"o-T- CAP I W//x12 :;WAL ?TER RcN*%C) F0GPEA/4CXA-D COL -A A0 2 -P`94 I i -7116'-8" C, I ---------------------- 1p 3 '81 5`4- 3' 4* -8- 2`6 IL 1 2 4 A 7 g'-0 hil.)R. HT io CO SITTING CN �2-C FROVC" Ln OR w.-, A!:,*),, Ln WI -1 7VA/VSOM 5` 4" 11' 0 1/2" TRA y CL C-5 -Z AS REOD 5`6 114" 10 sACF WALL 710/V FOR WALL R" E A K F A Z05 T fV-6 Lr -6 L 10-6 Gk62 Wo` W-0 " 14C13PH CLC-.+. TRANS2652 T Q- SERWN(5 BAR IGH T ;qx W.l 5CM2 OVER 42" KNEEWALL -a D Ti ricu RAO ABOVE A r ��4h[W- HT C;A S S TI -e 01 3'-5 1/2', % CO 04 T YP) PRE -WW, - v i O CL a rA�',,' V2- 7\ KI C4 01 0vRv 2-ao V MASTER\ SUITE� i BEDRr 2 C14 `4 Z 2'-3 112 c1> W co 7� A BAT L"T )20V (N "D Air q to PRE -'etsw FOR KITCHEN GAS S TLO 3_0 iY9L- 2' 11� (E CL 0, AN/ (!ILFAIV . H Ct c BRACE WALL r A, '-2 6 REOD. :? z 4�2 2 ---2-1" A HVAC I . , I N J�v- A NO 01- ASS E^fCL OStAqF CAHiA N V OVER 24". "OH Ilk- 2 6 <ACEWALL 42' t IL BAT X a 2 syp, 'K 42- X �-2 Koo 0, 10 rw PAMIL/Y A r 16- CC -7-6 tj L /PIE q A( S--2- 1(t J 1- 2' 2-6 7 — --------- J EP PLANT T 13 t -2 2' 3' 1 12" DEL P, 2 04 ��F ABOVE 2-0 FAN PDR. >- -0 �0 CIA f\ 1 7 1 17- , - --0 2-4 10 p COA TS (N 7 � _ 7- L Ail T-5 1/4" 4'-4- u A TTIC ACCESS 2 x 15 0 2 S`yF1 2 CN AS REOL� 10 C, CL 0. k,>, #vr L^I#VS OAS X W. j S TIB (P 01- .j AUN4.0- 2 6 YP 12" 01 A T k4CA" CL64, 2 WALL CV TA C4 L4- STOAC BASE A6R To FIXTURE 4 -0 COL. i I BELOW i SEL 0 w S w" 4 - BRA�n5 WALIL AT AS RECD I l�LIVING ROOM I Ir -6" CEILWG LOW 4, Z� 2Xcl *2SYP ViCk- TA (ge 14 TWIN TRAAM6 A 16 0 C 2*- 10� r-6 i/4" 2 X a 10 2 SYP -0 # A (A) A562,-�JO62 F1X4D,- 062 vv,- 4 AT Ad" OC` 10 RADIUS ABOVtt: 2x 2 sw. 4n 04 i AT 16 0, C cl- O� 0UrLE r T -O" CAR LXXW 'Or A ]I'- C 114 Tj ARAGE i N (0 P99 BY FRANK KU ASSOCIATES, INC., INOT To BE REPRODUCED COPYR*pw 4' -3- (D ;e'462 12'-0" F;�&rC- AL L ANO -t. ES ARF d5 1! t^u Ess c -ric=R wl No rE cr SQUAME F007"A66 -ve -)(-)R '71 -AN IL 4 *w �B 4 19 N(?01 A I � zlz� =IT= W. �W RrAW BE Z ASSOCIATES, W, ASSLAk"r A&LITY FLOOR PLAN ANY '.r ANSES OR ICAT TO TtESE 1 ;r;s j.,awirg is not to be z AFAL I DATE 2. 22'- 91 OF. 4 I BEAM SCI-EDULET x n" x 0' OLtLA&4 BEAM - C)R(DPPFC) JJ J,-4 x 22' OL LL AM BEAM FL U$ 4 2 x TO x JO' BEAM -- DR00PPEP 2 2 x k� x 6'OE-A&4 DROPPED 2 2 x )G> x 16'A&AAvf F1, USM 2 yl2xKO SEAM - - FLU$" K-) x 6'BL` AM CROPPED 2 2 K k::? x IO' BEAM - DROPPED 2x <) x K - BEAM- FL U94 IeY L VL, BEAMA'YO(.--E BEAMC, ROWN A,4CXX D ' W.,,' I x 6 ;WAL CAP I FRAA4N'ta AS REC)D I WI -1 0 yp 8D Sm"o-T- CAP I W//x12 :;WAL ?TER RcN*%C) F0GPEA/4CXA-D COL -A A0 2 -P`94 I i -7116'-8" C, I ---------------------- 1p 3 '81 5`4- 3' 4* -8- 2`6 IL 1 2 4 A 7 g'-0 hil.)R. HT io CO SITTING CN �2-C FROVC" Ln OR w.-, A!:,*),, Ln WI -1 7VA/VSOM 5` 4" 11' 0 1/2" TRA y CL C-5 -Z AS REOD 5`6 114" 10 sACF WALL 710/V FOR WALL R" E A K F A Z05 T fV-6 Lr -6 L 10-6 Gk62 Wo` W-0 " 14C13PH CLC-.+. TRANS2652 T Q- SERWN(5 BAR IGH T ;qx W.l 5CM2 OVER 42" KNEEWALL -a D Ti ricu RAO ABOVE A r ��4h[W- HT C;A S S TI -e 01 3'-5 1/2', % CO 04 T YP) PRE -WW, - v i O CL a rA�',,' V2- 7\ KI C4 01 0vRv 2-ao V MASTER\ SUITE� i BEDRr 2 C14 `4 Z 2'-3 112 c1> W co 7� A BAT L"T )20V (N "D Air q to PRE -'etsw FOR KITCHEN GAS S TLO 3_0 iY9L- 2' 11� (E CL 0, AN/ (!ILFAIV . H Ct c BRACE WALL r A, '-2 6 REOD. :? z 4�2 2 ---2-1" A HVAC I . , I N J�v- A NO 01- ASS E^fCL OStAqF CAHiA N V OVER 24". "OH Ilk- 2 6 <ACEWALL 42' t IL BAT X a 2 syp, 'K 42- X �-2 Koo 0, 10 rw PAMIL/Y A r 16- CC -7-6 tj L /PIE q A( S--2- 1(t J 1- 2' 2-6 7 — --------- J EP PLANT T 13 t -2 2' 3' 1 12" DEL P, 2 04 ��F ABOVE 2-0 FAN PDR. >- -0 �0 CIA f\ 1 7 1 17- , - --0 2-4 10 p COA TS (N 7 � _ 7- L Ail T-5 1/4" 4'-4- u A TTIC ACCESS 2 x 15 0 2 S`yF1 2 CN AS REOL� 10 C, CL 0. k,>, #vr L^I#VS OAS X W. j S TIB (P 01- .j AUN4.0- 2 6 YP 12" 01 A T k4CA" CL64, 2 WALL CV TA C4 L4- STOAC BASE A6R To FIXTURE 4 -0 COL. i I BELOW i SEL 0 w S w" 4 - BRA�n5 WALIL AT AS RECD I l�LIVING ROOM I Ir -6" CEILWG LOW 4, Z� 2Xcl *2SYP ViCk- TA (ge 14 TWIN TRAAM6 A 16 0 C 2*- 10� r-6 i/4" 2 X a 10 2 SYP -0 # A (A) A562,-�JO62 F1X4D,- 062 vv,- 4 AT Ad" OC` 10 RADIUS ABOVtt: 2x 2 sw. 4n 04 i AT 16 0, C cl- O� 0UrLE r T -O" CAR LXXW 'Or A ]I'- C 114 Tj ARAGE i N (0 P99 BY FRANK KU ASSOCIATES, INC., INOT To BE REPRODUCED COPYR*pw 4' -3- (D ;e'462 12'-0" F;�&rC- AL L ANO -t. 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