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FOUNDATIONS AS THEY Y EXIST CAN WITHSTAND DESIGN LOADS IMPOSED f•;: , BY NEW CONSTRUCTION WITHOUT UNACCEPTABLE _ r„• SETTLEMENT. _ __ � .Y3' III 0 r (2r1x6-Ill � - SUJ 6► C'V (2)2x6-vt (3)2x(0-v2 TIO 2 TIO ' = I— 'r° (2)2xro-1/1 LLIQ - - W I— �” a in (2)2x6-1/1� (2)2x6-I/2 - - o W > Z o a� (3)2xC2-I/2 a wn- z O^ 7 4 z o -A 0 m rJ� I OQ] HR 5EE ELEVATION In P 4 u1 M2 B7 TRUE TRUSS r) A Q W FOR HEADERS cn 35' x Irv' F'RALLAM 6 I-12 ( SO ` z z STUD WALL TO BE U ? 0 N lu ll FRAMED UP TO BOTTOM °- HIP X ~C) ~° SIDE OF SECOND FLOOR x 2 p 14`� Q xZ� °�' o DECK. SNE=ATN FULL nx zl> v "cA zLL'R v HEIGHT OF WALL_ caO NAIL SECOND FLOOR DECK WITH (2)RODS � 10d a 4' D.G. INTO TOP r N PLATE. TOO NOTE: INTERIOR SEARING WALLS ON FIRST -" O ° a it edi OF SHOE PLATE TO SLAB OR CONNECTION N.c J FLOOR DO NOT REQUIRE CONNECTION i" OF STUDS TO PLATES. WALLS ARE FOR � r c - � v 0 T��o D z � p CONSULT ARCHITECTURAL o" v o �.,.{ PLANS FOR WATERPROOFING W -0--o y,m b y rn ) b o FLOOR GRAVITY LOADS ONLY. 2 I 11 � a ate' 2 I"i 1 ( - ---- MI BY TRUE TRUSS DI=CK TO PROHIBIT ARRC RE o �c I (3)2x4-I/2 35' x 16' UE TRU AM PENETRATION INTO GARAGE. Q aro E CL 2 o L� (3).2x4-1/2 1 (� o ° ° m a a .•" c E w W a Ta oa 0-0 w g 6x6 NO.2 PT 5YP - (2)2x6 I z ° o m c c p c 6x6 PT POST(TYp.) n o POST ABO`/8 lTYPJ c •-'a'n 4-I/ a ° r3nx 2 q �, o ,n I (2)2x6 N a c II I'l (2nxa W 0Uc ac� � c° v °' a o~ a vv Q� a uL V c a�,d,° s u (3)2x6 POST T'D FIRST FLOOR ( a' o °•tl a ai N-c (3)2x8-2/2 0 v ° _o v p �IJJ 1 511.)1 2x6 ND2 5YP SI.0 ` FLOOR JOIST 2x8 NO-2 5Yp STUDS i(2) RTPGA836 BEAMS TO POSTS c FLOOR J015T w/(14AOPd. RTPGA816 w/C14Ji0d.(TY p) -1 �''- u ° P r N LL ae 41)coD�.x � cbcico a 16' O.G. ABOVE BEAM POCKET a — a 16' O.C. ABOVE u BEAM POCKET z a o � x (D E 06 0 ao ati•o: o6 c u aQa a�ia� 0E'c St6• g'_6' 8'-m' 10'-0' .r m a cti.5 E u Y3'.0' 12'-0' , NOTES: O SHEET NO.: S T 1 L FOR STRUCTURAL DETAILS, SEE U First Floor Framino Plan Second Floor Framing Plan APEX TECHNOLOGY DETAIL SHEETS <1 Structural Foundation Plan 2-IF HEADER NOT SPECIFIED, 0 Plans CONTACT ENGINEER OF RECORD O n 3, ® INTERIOR BEARING WALL JOB NO.: AT 0 5 0 5 0 0 LL 4• 12' PLATE HEIGHT FRAMED WITH 2x6 Q FIF STUDS o IV T. _ __. S• 11 PLATE HEIGHT OFRAMED)WITH 2x4 z BUILDER: Berry NOTE: ALL CRIPPLES AND KINGS \• 8FF STUDS 19 12' OC (UNO) ON THIS DETAIL TO 3E 2x6 TIMBERSTRAND. NO EXCEPTIONS. wt •p o LOT NO.: 495 FRAMING ST CTU YNO S_ _l IDENTIC,'.w . (2nxro NO. 2 A601." S:�'� AREA REPRESENTS ,lr�a5 '�t>,�� 8'x8' DEEP TI-IICKENI=D EDGE SYP TOP -- AIR SPACE :'TYF'-% .� ,� , SUBDIVISION: Salt Ally q UJ/(1)04 CONT = PLATE o �� CITYIO ATLANTIC EDCN w TPP6 w/(I0)8d `• f` �,T 8U1'LDING OF51CV 12' DEEP FTG W/04 o 12' 024' O.C. _ \ �" A EW UNDER BOX COLUMN X FLOOR PIAN: 2334 TO HEADER / AUG2 ��0� 16'862x12' DEEP FTG W/ OL S r` AG (3)"4 EW DESIGNED: W V C TRU55 TO HEADER, ----- (3)2x8 HEADER - -- - --- - -- -�^'�' � RTPGA824T WI(20)10d � CONNECT TO CRIPPLES `'�., w/RTPGA816 w/ I TRUSS TO HEADER m REVIEWED: Wvc (16)Imd EVERY CRIPPLE - - (2)RTPGA824T W/(14Amd Q ` W REVISIONS DATE 2x6 SPF TRUSS TO HEADER (2)RTPGA524T W/(22)Imd 0 UPPER CRIPPLES TO 111 LOWER CRIPPLES � _ C3)G2EW ' DEEP FTG W/ z WITH RTF'GA824 - w/(I(,) Imd CTYP., 4 PLATES) 30'$Qx20' DEEP FTG W/ r (3)2xb HEADER (4J"4 W 1997 SBC 1606.2 100 MPH WIND 36'6Qx20' DEEP FTG W/ t _ o 14Y4 EW _U (2)2x� NO. 2 W 5YP FLAT _ SGP3 w/(24)IOd (3)Imd TOE NAILS EACH END OF 4 5/8' x b' EMBEDMENT 45'50X24' DEEP FTG / EACH BOARD EPDXY GROUTED ALL-THREAD (SY4 EW, T4[3 _ Q 1/2' ALL-THREAD DRILLED 2 CRIPPLES K 4 EPDXIED W/2' SQUARE U ••� 2 KINGa - %,_ EA SIDE _ - WASHER MIN. 6' EMIBEDMENT REQUIRED A EACH END 0 OF OPENING Z = 1 1 - - --- - -- — -- -- - LEGEND U W 904 241 -5 '.•L...� ` . 'F.. (2)2x6-1r2 - HEADER/E3EAM GALL-OUT X a 2x6 PT NUMBER OF KING STUDS EACH SIDE OF OPENING W �• C,q BOTTOM 2x6 SPF RECr-1VcL) NUMBER OF JACK STUDvv EACH SIDE OF OPENING �j ^�IF�PLArE AT 16' o.c. 4 C .� ,:.•. afZE OF HEADER MATERIAL (N0. 2 5YP) T 'TPP6 w/(Im) Sd BOTTOM r, NUMBER of FLIES IN HEADER }> •.: :. EACH CRIPPLE (TYPJ � u 9 2000 o - SPECIAL UPLIFT CONNECTION GALL-OUT. SEE DETAIL O. 48®D 3 CORRESPONDING TO NUMBER >v ti CItY Of STATE ❑F Atlantic f3eacfl 5W" - SNEARWALL SEGMENT - PROVISIONS OF 3HEARUTALL A3SEMBL7 '�` LEFT 51 E PARTIAL. F t'11NC� ELEvATIUNct111i1� and Zoning DETAIL Gov�Rrl. IZ4 a LQR1 r ST - 1 s�� .� - __ ___._ ... w. —_—` - --- . �amu 6•.hr 44/R9/E440 4.94 All 94rr.4.� .-. ...—_._ s. i V. " �.- .,•,• - III N N TPP4 W/(10)54 TRUSS TO TOP PLATE WITH HDPTI W/ 5 W 5 (C� `' 24' OC.(MIN Z (8>ad. XCEPTION: JACKS 7' LONG AND ": • - SHORTER MAT BE FASTENED TO TOP PLATE PER HEADER) M; . WITH ONL.T (3)I0d TOE NAILS. NO $TP HEAD R. SIZE AND ADE NO. 2 S7F' 12)2x10 HEADER OF PLIE5 PER FRAMING PLAN CALLOUTS. D CRIPPLES AND KING STUD. QUANTITY CRIPPLES AND i PER GALLOUT ON KING STUD. QUANTITY L_ Ll FRAMING PLAN PER CALLOUT ON (6 Abd BETWEEN FRAMING PLAN. ADJACENT CRIPPLES (6)Ibd BETWEEN 1 AND KINGS ALL CRIPPLES TO ADJACENT CRIPPLES r \ , NEADER: AND KINGS U • RTPGA816 W/(6>I6d NAIL THROUGH 1116' OSB INTO SFF OR BETTER 0 IN HEADER ($JI6d NOTE: PROPERLY RATED OPEN �� 6� IN CRIPPLE. WEB TRU55 HEADER FRAMING WITH ad AT 3' O.C. MAY BE SUBSTITUTED FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, FOR HEADER SPECIFIED SEE TYPICAL WALL SECTION AND TYPICAL 0 (� IN THESE FLANS. HEADER FRAMING DETAIL. ALL CRIPPLES TO U BOTTOM PLATENAIL FIRST TOP PLATE TO SECOND TOP PLATE m W/TPP4 W/(10)$4 TPP4 WITH C10J8d WITH (2) ROWS 126 COMMONS AT e' O.C. 7/16' 055 ROOF DECK NAIL 6' O.G INSTALLED AT TOP AND ON EDGES, 12' O.C, IN FIELD (UNO) BOTTOM OF KINGS STUDS WITH 8d COMMONS. ,[ IS ACCEPTABLE ALTERNATE TO HARDWARE ON CRIPPLES. V W HDPTI W,'(8)8d EA TRU55 EXCEPTION- JACKS T LONG ' (2)1-ICPLL W/(8)ad III II j -- PRE-ENGINEERED � AND SHORTER MAY BE ROOF TRU55 RTF GA824 W/(20)104 FASTENED TO TOP PLATE Z FOOTING AE TYPICAL (TYF, 4) W/ONLY (3)10d TOE NAILS, WALL SECTION) FOOTING (SEE TYPICAL - ---- -- aL 5GP3 Wi(24)104 WHEN BOTTOM CHORD 15 WALL SECTION) _ (TYP, 4) -' I NOT FULLY t=XP05ED TO - --- - - u WIND � DETAIL TYPICAL NEADER FRAi�FRAMINGm Q DOUBLE 2x4 NO2 'TOP PLATE. FASTEN 0 �" 5WF-5P�C1�_SNEARWA�� DETAIL W/(2J ROWS 10d COMMONS IFS' Q.C. STACsCsER1~p 2x4 SPF STUDS AT 16' O.C. V (UNO). MIN 24' LAP W/MIIN (12) 10d X NAILS IN LAP. TOP PLAITE5 TO 57UDS W/TPP4 a 16' O.C. FASTENED 051 W/Sd 05B OVER 2x4 SPF STUDS 0 W/NOA5d ON EVERY OT;I4ER STUD [[} 16O 6' O.C. ON Ep6E5, 12' O.C. IN FIELD. (SEE 'FIRST FLOOR SHEARWALLS' ►!l 1� . GGII II II � O N JW# TABLE TO RIGHT) r * 1/16' OSB FASTENED TO FRAMING WITH ed COMMONS AT 3' O.G. ON EDGE, 6' O.G. IN FI LD. 2 x 4 BOTTOM PLLATE FASTEN TO Z BANDBOARD WITH 106: PROVIDE (1) RTPGA824 W/(20.r0d 3' O.C. IN DESIGNATED 2nd FLOOR � AT EACH SPLICE ON EACH ENO - — I12'' O,C, EL55EWHEfRE Z a C a 13 C •� T C_ U y a C O OU STUD EACH FIRST FLOOR SHEARWALLS SEE TYPICAL WALL (�/ o o a E DOUBLE SHEAREAC _ SECTION FOR FLOOR 3/4" T 4 G PLYWp UJ D u •o SU1• DOUBLE STUD TO BOTTOM PLATE D(OULBE STUD TOFL ROR STRAP LU / 02 57 BOTTOM PLATE TO SLAB TO SLAB CTTP 3 SHOWN) BOT PL TIE UPPER FLOOR STUDS TO FLOOR TRU55 o a o 5WI SGIP9 W/24-164 LOWER FLOOR BEAM WITH Z u o (A a °' LOWER FLOOR STUDS OR l'� AND 5/8' BOLT - OR I-JOI6T5 _ W N� o a "tluNlwiwt-0 5EMG0 RTPGA836 WIN(b) — •p �.r c �w•n o�, o ' HEADER KING STUD MAY SERVE SW2 TPP4 W/12-8d 1/2' BOLT W/ FLOP FLOOR SHOWN)55 10d. SPACE 5TRAPS 32' D.C. <1 2 0 C N o� 6 n m AS DOUBLE STUDS A7 THEE SOF 3' 5Q WASHER CTTP ALL INTER-5TOR7 � � o� a con c a SHEARWA L5 - _ o - N a o >1 ,o ' CONNECTIONS) o c o 4•c MULTI-STUD vas S.. ° vU+ c° pa '., CRIPPLES TIE UPPER FLOOR STUDS TO O~ o w a a a�°'w 16' BETWEEN x E v,a ; , c SECOND AND THIRD FLOOR SNEAR�t,UALLS EXTRA STUD GROUP PLATES DOUBLE 2x6 NO2 SiYF' TOP PLATE. LOWER FLOOR STUDS OR C j. c a a _ m� CENTERED UNDER — LOWER FLOOR BEA!1 WITH `a c ti o o 0 V)° FASTENED W/(2) ROX115 l0d COMMONS DOUBLE STUD TO DEAN OR TRUSS INDICATED ON 10d. SPACE STRAPS 32' O.C. c o � C E— ocu C c o .. 16' O.G. STAGGERED (UNO). MIN 24' LAP MCO RTPG 36 WI(lb) a,� o o c BW DOUBLE STUD BIrLC<U FOUDATION AND (TYP ALL INTER-STORY � L c ' o N MIN Zx4 FRAMING PLAN NO. W/MIN (12J10d IN LAP. c ` r•c o x j C c N c (TTP, ALL) SW (2)RTPGA836 W/(24)l0d OF STUDS EQUAL TO (L m n x v a y E E•°o CONNECTIONS) () a a a a a o.o NO. OF PLIES IN TRUSS (�/ a� f_C;v p v c.Y 7/16' 055 OVER 2x6 SPF STUDS °g c t a" (MIN 2 STUDS). USE ler ' O.C. FASTEN 035 W/$d NOTES= 5PF STUDS. FASTEN NOZ S7 6' O.0 ON EDGES, 12' O.G. IN FIELD. o nv v 1. 5/16' HARDI-PANT=L 15 PERMITTED AS SUBSTITUTION FORT/16' 055 ADJACENT STUDS TO ON EXTERIOR WALLS ONLY IF NOTED ON THE FRAMING PILAN, EACH OTHER WITH 124 TODPBPL 2x4 5PF 5TUD5 AT 16' Q.G. Q 2. OPENINGS IN SHEARWALL 5EGMENT5 PERMITTED ONLY IF 5HOWN ON THE AT 13' O,C. m FRAMING PLAN. PROVIDE SHEARWALL NAILING PATTERN ,ABOVE AND BELOW SHEEP NO.: 1 OPENINGS. 3. SGP3 SPECIFIED FOR 5WI MAY BE SUBSTITUTED WITH FTF025 W/24-16d. ' FOOTING (SEE TYPICAL 4. 1/2' ANCHOR BOLT MAY BE SUBSTITUTED WIL Structural I/2' q WALL SECTION) OLD DOLL DRILLED AND EPDXIED ALL-THREAD Details PER TABLE 5. ANCHOR BOLTS AND ALL-THREAD MIN. 6' EMBEDMENT DEPTH 1/2' ANCHOR BOLT OR W)=DGE U ANCHOR (MIN 6' EMBED) W/2'50 Z NULT1 -STORY STUD SPLICE FOR USE IN x 1/8,1WA5HER AT 48' O.G. }-- JOB No,: AT050500 CONJUNCTION WITH NICYN POINT LOAD DETAILS 2x6 NO2 5YP PT 50TTOM PLATE 2x4 NO2 5YP PT 130TTOM PLATE BOTTOM PLATE TO STUD W/TPP4BOTTOM PLATE TO STUD W/TPP4 --1 Berry 1/2' EPDXY GROUTED ALL-TfHREAD OR W/(10)8d ON EVERY OTHER STUD 0 BUIl,➢ER: 5"EARWALL A55E1"fBLY DW/CID>8�1 ON [=VERY OTHER STUD ETAIL 1/2' ANCHOR BOLT (MIN 6' E:MB5D) W/ 2' SQ x = 1/8' WASHER Q 48' O.G. u 495FIN15H 8' MIN 4 A' �� —� �a 4• LOT NO.: 4 Twp GRADE // /X // /- // X LLI /� 12' /\ 6x6 - W1.4xlUn.a WWF 4 SUBDIVISION: Salt A i r TRUSS TO STUD GROUP WITH /�/ /�(/��i, �i WATERPROODF BARRIER RTPGA836T WI(24)IOd //%l/iy/�/i//�/ / �� X TRUSS TO STUD GROUP WITH \\ .RTFLOOR PLAN: 2334 C2PGA836T W/(24>f0d `] EXTRA STUD GROUP CENTERED UNDER DESIGNED: WV C TRUSS INDICATED ON W EXTRA STUD GROUP 02 STP NOTE FOOTING 15 SCHEMATIC ONLY. USE EXISTING 5LAB 4 FOUNDATION. Lu FOUNDATION AND CENTERED UNDER FRAMING PLAN. NO. DOL TRUSS INDICATED ON N0.2 SY TOP PL 1/2' DIA. ANCHOR BOLT MAY BE 5UE35TITUTEED WITH 14-2' DIA. ALL-THREAD DRILLED AND FOUNDATION AND OF STUDS EQUAL T DPL EPDXIED REVIEWED: WVc FRAMING PLAN. NO. TOP PL NO. OF FLIES IN TRUS US OF STUDS EQUAL TO (MIN 2 5TUD5), USE NO. OF PLIES IN TO SPF STUDS. FASTEN Z REVISIONS DATE ADJACENT STUDS TO 6-21-99 (MIN 2 STUDS).USE EACH OTHER WITH 12d 5FF STUDS.FASTEN ADJACENT STUDS TO AT 8' O.C. SPF 0 EACH OTHER WITH 12d �vTUD AT s' O.G. S� 16• a.c. bac. MULTI- STORY ~ u TYPICAL_ W,4LL SECTION ILL 1997 SBC 1606.2 100 MPH WIND ti 1/2ANCHOR BOL T -4, EACH STUD IN STUD ADJACENT�O STUD WASHER In GROUP TO BOTTOM 0 PLATE WITH TPP4 GROUP IN ADDITION -U SGP3 W/ W/(12)1361 TO TYPICAL BOTTOM 0 (24)104 PLATE ANCHORAGE _ FTP26 W/ 7P 80 (24>10d W NO2 PT PLATE 57P BO X - PLATE W � 1 1 q ` CONCRETE FOOTING (SEE FOUNDATION 5200 AND FRAMING F_-LAN FOR TYIPICAL DIMEN&QIN52 CONCRETE FOOTING (SEE FOUNDATIONMo ER4MINi3 PLAN FOR TYPICAL 12IMENAOINZ) . Cq -(I F q NOTE. 111' ANCHOR 5OL7 MAY BE SUBSTITUTED WITH Irl' DRILLED AND EPDXIED ALL- NICN POINT LoA coNNEcTIoN DETAIL THREAD. . 466( 3 r' NIC>N POINT OAD GONNEGTION DETAIL STAT ©F T �pR1 newon 33.m 06/23/0M wap AN .Y -,�.-ze,j _ ECL"-,fVM 9 2000 City of Atlantic Beach C3Gt114111It_; t�rlcl ��nil7�; , 13'-10" 14'-2" ,0 4'_6'l 2'_3" 2'_g" II'-6" 2,�6 4,_6.. 13'-10" 14'_2" 0" z (2) 30'05H (2) 30505H 0 20605H (2) 2'6" 20(005p CIOU Cs7 Q t 1,4 5 T E R 5 E 1)R001-i e V L6 a 5EI�R00N *2 5EDR0 rl #3 � a 13'2"x11'2" 138�G'�� — o "x 13'6" n - 8' GLG 8' GLG 5 � d V O U Q- (DVA0 l 9 f: w-w 9'-(o 1/4" 2'-4" 2'-0" S 4'-II 1/2" 2'-4" 6'-10 1/4" ��M r It in 0 Lu r Upr 6T7 , a a master ' OPEN RAIL1 I = 12" BUILT IN b a t h OOK SHEL ES _ NDEFZ STAI 5 9 ba tf l 02 `1 I Itt Lu I O L"4'-2" 0' 3'-I0" I�_S" 3'_ 1 r I I - Z = cp Cz� nr �,LL , Q ✓ lam. r<j I I m `�' -tfL = tt w ' C14 (D Io FtIA ui -1,5 O LEI � 3 � _ � I I g'10"xl�' " � - _z �'z � (D � 132 10' z I ► a' cLG 0-A C4 F-- N a o Z mLu I'74" GLG _ I I I ,tl cw _ U) " N KITOPEN TO I I n BELOW I I _ U Om _ 00 f T 8cp 4'-2 I I 9 -2" 2'-8 3'-2" 6'-2 _ 67 r- "' OO v HALFWALL- `9 MO-) � � I � W/ GAP `~' •� •� � � z CIA F- L_ 'd - - - - - - L - _ - -- - BED1�00i-1 #4 (s) U x i qzflu - I1'4"x13'6 " LIVING m 9 22'4"x13'5" cam•. 0 cv n nl c0 ;t 2'4" m n, 1 30 IU.I.C. I 6 >- m 2424 RANS. — — — _ . _ "a 3020 T NSOM 2424 IRANS. ;n — W303 5N - 1 13'4" IGLG , -all ;n 1� 0 _ 2'-II 2'--1' 4'-0" 4'-0'= 1 C� _ _- 2 _6 2_ !tea I con 1 m Isn r RAILING20'0"x4'0 _ u - Q3 305 N W/ t� .3020 T N50M 8 -1 4„ 8 6,-2„ 4'_6 21-111 41-911 4 -m 4'—O (D -0 (Q -0 :5 TT T 5'-6" 12'-0" Lu CD j N E UJ F L 0 0 F F L 5 E - 0Wiw a SQUARE FOOT AC-;E Cily 0 ATL.AN CEBE CHDRAA -- WN BY: A/C 'BUILDING OwFIC.E BJG -- (I5t FLR.) 1353 AUG 2 2 ?"GO DESIGNED BY: (2nd FLRJ 981 NEW SPACE_ VJ_ BJC SUB-TOTAL. 2334 2nd FL.fz 981 SCALE: PECK 106 BALCONY 87 1/4" = 1'-0" ENTRY 68 TOTAL 1068 DATE: BALCONY 81 1"(A1' 12, 2000 GARAGE 232 JOB N0. TOTAL 2821 00118 SHEET N0. Al of 4 yr rn�6 n 6 I,ck - METAL ROOF METAL DRIP OVER Ix4 51-IINGLE STRIP ON Ix8 FASCIA 4" WOOD TRIM 12 ITGN � 4" CORNER TRIM 0 HORIZONTAL BIDING a a U 8' PLATE w 8' PLATE - - — -- — -- --■_ w rn rn 2nd FLR E—i2nd FLRx d)aIOU� = 8' PLATE 8' PLATE 11 L El U�X F II- FIN15N FLR 9 FIN15H FLR _ Ltj ' 1_I__l APPROX. GRADE Q � STUCCO ' � �� I L E \v/ 4T ION Q � -A o Lfl ,�D z U TO METAL ROOF cam, METAL DRIP OVER Q O ix4 5NINGLE 5TRIP E ON Ix8 FASCIA - Q 12 DECORATIVE SHUTTER5t PITCH WOOD RAILING c{l m 8' PLATE c 17'4" PLATE 8 13'4" PLATE + F-11 I F I F1 1 9 1 w CL] - - - - - - - - - - - U - -� 2nd. FLOOR 8' PLATE -- 2x2 ON =3 c 2xfo HEAD -rr 2x2 ON r �1 2x6 SILL M ❑ ❑ ❑ ❑ _ LU (4) 71> F-1 ❑ ❑ ❑ ❑ ❑ UA FE ❑❑ ❑ C❑ ❑ FIN15PFLOOR - DEI 0 El 0 APPROX. GRADE APPROX. GRADE DRAWN BY: Bic, _ 4" CORNER TRIM DESIGNED BY: STUCCO BJG 4" WOOD TRIM i �l 1 I �1 ( H T I � E L A T 1 0 I V SCALE: HORIZONTAL SIDING DATE: M,4Y 12, 2000 JOB NO. 0118 SHEET N0. 42 of 4 ^ l p 1'--l" 1 2'-m°i--m° fi'-m° 1'-0l'2'-0" i'- 1-1'4" PLATE a 7 U w > cit M -,dl 0 w V- w rp a 7a�° w�; o BEDRO01„1 #2 MASTER BEDi ROM �, �TI�o . o0-=! M IV ops a Q W --j s j2 i• U a 'eau u aW --CIA .-JLU LU W to 5EEDC. m 1*3 LLI Lr =coLLI W L11 (j) O . e �- — o 1-H ® WALLS TO BE Ir REMOVED KITCHEN ® WALLS TO BE 7:I2 PITCH ADDED 00 f — 671 Q e 0 0 Q-- - _ _ ► I d z , -NOTES- '© L IVING Roots I. CONTRACTOR SHALL FIELD VEfRIFY ALL DIMENSIONS, NOTES AND MATERIAL!5 PRIOR TO GONSTRUGTION - I GARAGE 2, IF A DISGREPANGY OGGURS BETWEEN M THE PLANS AND FIELD CONDITIONS, m FIELD CONDITIONS WILL TAKE PRECEDENCE_ a ccl I � I I CANTILEVER 6:12 PITCH -5" 3'-011 11.111 '-3° 3'-011 3'-3° 2'-6'I 31-m" 2'-6" 13'4" PLATE 17'4" PLATE =' �- =3 I T <-n CIO M0I T I0N PL_ AN � 0 � AN � � o tu m WW DRAWN BY: T BJG _ DESIGNED BY: BJC ,{SCALE:: 1/411 = 1'-011 DATE: MAY 12, 2000 JOB NO. 00118 SHEET NO. A3 of 4 c� Mal 11 0 1"c' 1 z 0 U C!] W Q > (6: 12 AT FOYER ONLY) W a _ 12 c."u �0NAIL ALL ROOF ® 6" O.C. S METAL ROOF ON - ON SUPPORTS W/ 8d (COMMON ��Lu IV o Q /45# ROOFING FELT OVER � OR RING SHANK NAILS) � Z62 112" PLYWOOD SHEATHING ON ROOF TRUSSES CSD 24" D.C. (n OR OR ROOF RAFTERS CSD 24" O.C. METAL HURRICANE CLIP R,-,30 INSULATION W/ Q oQ� C_7 � m� — 0 aid (1 @ EA, END OF TRUSS) ��— �__ - 1 — 2" POSITIVE AIRSPACE ( n4~`�� 1/2"x7*' WEDGE BOLT - S pWi-ww6 vu� / (OR 1 ® EA. RAFTER) UNUE f� SHEATHING �" 32" O.C. / 2"x2" w4_ �' � , x1/8" WASHER L_ ��� M-IlyaAU�u UTI-4 METAL DRIP OVER SEMCO TPP17 ® 32" 1"x4" SHINGLE STRIP - `� �'` � � ��► O.C., TOP & BOTTOM ON 1"x8" FASCIA (2) 2•'x6" #2 TOP PLATE - StiP 00 w w Q 4" CONCRETE SLAB W/ 5EMC0 TPP6 © 32" O.C. ao' oho 6x6,10x10 WWM OR CONTINUOUS \ "FIBERMESH REINF. ALUMINUM VENT � LLn+ � 1/2" GYPSUM BOARD Lu w LLI O L 0 001 z Q Q vlydYL FRIEZE c1) 6 MIL VAPOR BARRIER OVER AND SOFFI'i �; R- 1g BATT INSULATIONflA TREATED & COMPACTED FILL — m 8,. 1,-4.. 8.. (2) #5's CONT. a _ -� BASE MOULD O „ „ P-' JU 2•'x6" BOTTOM PLATE -'-- --- 3/4" PLYWOOD SUB-FLOOR � THICKENED SLAB SCALE: 3/4"= 36" METAL TIE STRAP CONT. r- FROM 1st TO 2nd FLOOR STUDST (fl - -- _ 16" DEEP F.T.'s ® 24" O.C. cn OR 16" DEEP WOOD Q) Y I-E3EAMS © 24" O.0 Q 0 _ U cn - _ - 112" GYPSUM BOARD 3 p x (2) 2"x6" #2 TOP PLATE - - M �t r y— HORi,--;j'N-iAL VINYL SIDING cam, A'�, '`,'ER 7/16•• OSB SHEATHING w ON 2"x6" SPF STUDS Q 16" O.C. -- < a a a C7 r L1J Q (2) #5'S CONT. LLJ LLJ Ll 4" CONCRETE SLAB W/ SEMCD TPP6 932" Q.C. -" a 6x6.10'10 WWM EL m 2"x6" P.T. BOTTOM PLATE W/ 1/2"x10" ANCHOR BOLT @ 32" O.C. �� R-19 BATT INSULATION 4' 8" ---,_6 MIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL W/ 2"x2"xl/8" WASHERS \ f BASE MOULD . �r 8" C.M.U. HEADER BLOCK - — _ 4" CONCRETE SLAB W/ j 6x6,10x10 WWM OR U �.. 00 FIBERMESH" REINF. Ln 4 " 8" C M.U. FOUNDATION WALL ct w CURB -- _ `� L - ° �'' (# OF COURSES VARY GRADE -' a w �~ SCALE: 3/4"=1 '—O' PER SITE GRADE) LLJ 6 MIL VAPOR BARRIER OVER UJ TREATED & COMPACTED FILL v+ Asn * 10"x20" CONCRETE FOOTING _.. 6 VERTICAL #5 REBAR IN uj Q0 � W/ (2) #5's CONT. ALL CORNERS (VERTICAL) ---- -Y--- WITH SOLID POURED CELLS AND (D 4' O.C. ON ALL ` n LLI co STEMWALLS 1nn\� v Q) w— TYP CAL WALL SECTION o SCALE: 3/4" -- 1 '-0, DRAWN BY: DESIGNED BY: PJG SCALE: 45 NOTED DATE: MAY 12, 2000 JOB NO. 00118 SHEET NO. A4 of `I. J 1 z 0 a U C/] W Q z4- > > C9 cf) dt Lo rO z- 1. - m � t 7T, 9 w� q FANLIGHT FA. /"16HT [DIU IU O O�KIwo ^z- M:z Z z pp Ll 9 \\ \ Opp° z — O Ww�� 4r��nw C7 / o �-LI LLI dbC(7 / Z LLI L Lfl -A 'W 'D r q c CO — 6� Q 00 II 1 u 00 x 11 \\ L \ L --- — —_ _ _ = �\ FANALIGHT m Cir Cn db M m C11 CV r _ 70 I O IT- I t U I �a _wr 1� UAFLOCfR ;m4cAI_ T IAL F IR5T F L 0 C F m DRAWN BY: ti T FDL E LE SIC fi L BJG DESIGNED BY: BJG SCALE: 1/4" = 1'-0 DATE: M,4Y 12, 2000 JOB NO. 00118 SHEET N0. EI of 1 � k