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1960 Beach Avenue revisions by 1/1/03 ORIGINAL JMB 6/2-1/03 REPE516N JME3 8/6/03 REV15ION JMB x/24/03 REYI510N JM6 10/Iq/031.G.F. JMB 1 Q _I_— C.O 0 N 0 00 LO m m � Q) C W---- p r» o as V/ E r U O LOT 25 NALK2 100 ,00 ' N 8)c1 °2q 'O ll E O Q) � � _ CEJ --n GONG . C� I PROPOSED I o _zDRIVE � o >rnI ITo o l RES I DENGE I I I `-' �1 40 GANT. Q) I o ASG I /- - - - - - - - - - -- PAD. Ir POOLMAREA �1 Q I —4PIT__ — — — _ ___ �► m Q) ti i / �IMr� o PRI VAGI' HALL Isom o � -�4 100 .00I � O� 1I i keV! � ��� �� \ City of Atlantic Beach Planning and Zoning Department r this approval verifies compliance with applicable zoning, subdivision and other local land r, development regulations, but does not constitute FA approval for the Issuance of permits. Compliance with Florida Building Code and all other applicable p local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the issuance of a Building Permit. O C♦1 �—, Approved py: �orrt r�ty 9vr opmeDire"- 51000 S.F. TOTAL LOT AREA ciate:..,� o 2,1 C ci S.F . IMPERVIOUS GOV ERA E 43% IMPERVIOUS GOV ERAC E AREA e P / Legal ne5cri tion: � Q) e Q) BEACH AVENUE,LOT#3 SECTION Cl,TDI^W5H IP 2 5" RANGE 2CI EA5T NORTH ATLANTIC BEACH,MAL COUNTY,ELOMPA I Site Flan Notes This Is not a survey. drawn by JAMIE M. BRYANT Pool Pe5lgn and location shown are only suggested. date OCTOBER 19, 2003 REV. Landscaping de519n by others. scale AS NOTED job no. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions drawing no. of the ]ob. �' Site Plan SP revisions by I/I/03 ORIGINAL JMB 6/2-1/03 REDENGN JI-113 8/6/03 REVISION JMB cl/24/03 REVISION JMB IOIq/05 I.G.F. JMB C_ CCS "i r =3 CV 0 N 0000 00 C I -- � •� M o C3- \ 42" 42" CEELECC:TRIGAL LEGEND °° CO C' ,°' o (D >CD cn PRE-WIRE I I GLLO. FIAN Gelling Mounted Light q) aj I 1 \ I CLO.-FAN I I FAN/ �._ c pull Chain Light .Q o PRE-WIRE PRE-WIRE I I L I OHT/ Recessed Light d GLC. FAN _ CLO. FAN \ I FI g \ FM\ Wall Mounted Light WP \ •.SAN q ® Wall Wash Recessed LIOHTS'\ G 1 S.D. LU�' �� LIGHT \ TO Duplex Receptacle S.D. �S.D. �' I SWITCH � - �I I ABV � 220 V Receptacle 1 1 1 1 1 1 1 g y� I V. 4D 1/2 hot, 1/2 switched WP OR � Water Proof Receptacle I PRE--WIRE Floor Receptacle O S.D. GLO. FAN Pre-Wire for Glg. f=an Ground Fault Interrupt Wall Switch I, 3-HaySwitch I I I •� ,� tp Dimmer Switch I I I ki HAN611 NO WP It Telephone Jack I I FANI ILIOHT FROM 2nd. GFI H Gable Jack FLR. AE3V. � ® Pre-Wire Garage Door Opener 4211 \ / 2 O GFI _ = Fluorescent Light I ----_ I / \ Electrical Panel ® Chime co b Door Bell/Garage Door Switch m I = Disconnect 5wltch ►.� TO POO ; I / QM Electrical Meter I I ; LIGHTS ; I � / \ � � (D S.D. Smoke Detector / / ,\ Calling �1 I , I WP g Fan,` � C/) � OFI Wall Sconce Chandelier L b Ic Intercom N I i db � � w Spot Light I ; ; Flush Mount Fluorescent Light O ti a.) 03 Fan/Light Combination V ISL i I - a (� Garbage Disposal Motor I I C I i ® Speaker h I I Q4 1 O p Junction Box � l J L — _ _ — _ _ — Track Lighting � I Theatrical Strip ` ---------------moi L - - - - _ - NOTES I. Owner to verify exact location of floor outlets in field. drawn by JAMIE M. BRYANT 2. Location of fixtures and/or outlets are suggested date locations and meet most local code reauirement5. OCTOBER 13, 2003 REV. Additions or adjustments mayy be, made between scale Owner and Builder In the f lefd. AS NOTED 15 t . FLOOR (SUE3 LEVEQ 1 !5t . FLOOR-STREET LEVEL. job .no. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE SCALE: 1/4" = V-O" SGALE: 1/4" = P-O" OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the lob. drawing no. NOTE: ALL SMOKE DETECTORS ARE TO BE HARD W I RED AND I NTERGONNEGTED Electrical Fixture La y o u t Scale: 1/4"=1 '--0" E I -A L- A 1940 kac� revisions by 1/1/03 ORIGINAL JMB 6/2-1/03 REDESIGN JMB 8/6/03 REVISION JMB ci/24/03 REVISION JMB 10/lei/03 I.G.F. JMB Lfl N O N 00 Ir- -- --- - - - - - - - - - - --- - - - - --- - - - - - - - - - - - - - - - - - -�- O GSI 20V GFI I > ! I 1 I I I ELEGTRIGAL LECEN[) m °° C d- I 1 � o PRE-WIRE 1 I I � � N > Q7 42" 1 1 GLGJ FAN 1 1 / Gelling Mounted Light 0 N GFI i / i I 2" I I Cy 0 — C) X OF I / I I -( D Pull chain Light •� C 0 C- FAI,' / I I I ' I Recessed Light LIGHT 1-0 Hall Mounted Light .7 I I I I I Q 1 Hall Hash Recessed 4211 4211 S.D. Tp I � �\ 1- � � Duplex Receptacle • S.D. j T I SWITGH '— — — ---- — — — — — 220 V Receptacle ABV 1 �I-2" B W I 1 � I � I/2 hot, I/2 switched 3 I I 20V Hater Proof Receptacle I I , � 42'� 1 1 1 1 1 1 1 wP GFI �� I Floor Receptacle Q I I I I TOI I � P Pre-Hire for Gig. Fan — 42" 42" \ I I =@I Ground Fault Interrupt ' _ I I TO GHANDELIER I I I I Hall Switch �2" 42" IIN FOYER I I I I I I �t I S.D. J I I 0 3-Hay Switch 42 0 ° GFI Dimmer Switch i I J v I I I 14 Telephone Jack 1 I 1 1 I H Gable Jack I ® Pre-Hire Garage Door Opener qP qP Fluorescent Light Electrical Panel LIG�}`T' LIGHITI 1 1 I I ® ChimeCID I I � FAN ` FAN ' II ► I b Door Bell/Garage Door Switch � Disconnect 5witch ►�-� QM Electrical Meter PRE-WIRE I PRE-NI RE GL G. FAN I GLC. IFAN L 0 S.D. Smoke Detector I Ceiling Fan r 1 1 Q Wall Sconce I� W ! I I I Chandelier I ' I _... _. L _ ! 4 I Intercom U rx� I I �p I I HP I `b Spot Light WP / �-- , CFI I GFI 1 Flush Mount Fluorescent Light o I i I ,r—• •� � • - - � i /• i Q3 Fan/Light Combination ! I I Garbage Disposal Motor �] I 1 I I Speaker I I D Junction Box d d I vol Track Lighting - � Theatrlcal5trip NOT5: I. Owner to verify exact location of floor outlets in field. drawn by JAMIE M. BRYANT 2. Location of fixtures and/or outlets are suggested date locations and meet most local code requirements. OCTOBER 19, 2003 REV. Add1tlon5 or ad1u5tment5 may be made between scale Owner and Builder In the field. AS NOTED 2nd . FLOOR 5rd FLOOR job .no. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE SGALE: 1/4" = 1'-0" SGALE: 1/4" = I'-O" OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. drawing no. NOTE: ALL SMOKE DETEGTORS ARE TO BE HARD WIRED AND INTERGONNEGTED Electrical Fixture Layout Scale: 1/4"=1 '-0" E2 196D &ack /9k revisions by NOTES: I/I/03 ORIDINAL JMB 2- INDICATES NUMBER OF DOORS. 6/21/03 REDESIGN JMB 2- INDICATES NUMBER OF WINDOWS. 8/6/03 REVISION JMB FR - FRENCH DOORS q 24/03 REV15ION JMB SL - SIDE LIGHT I0/IQ/03 I.G.F. JMB FG - FIXED GLASS TR - TRANSOM GB - GLASS BLOCK PKT - POCKET DOOR 351_011 OBS -- OBSCURED GLASS TEMP - TEMPERED GLASS 8_88'_O811_811 bl-011 1-p,I' SH - SINGLE HUNG 10 DH - DOUBLE HUNG HR - HORIZONTAL ROLLER BP - BYPASS C_ CD SPECIALTY WINDOWS/DOORS, FIXED 141-0116'-2" 14'-1011 GLASS WINDOWS, AND TRANSOMS ARE © .1 A (J111 _`I' N A _ ,( Ll NOTED ON PLANS. f C _ N A/ A/ 0 61,011 Q _pW 51 �� 2'-10'1 Ql-211 / i OMP OM UIP. -10 V U00 402C W.R. • 80-7 OPENING 8D-f0 OPENING Iii F `,\F ^ ': r:,� -+— p �< ;. 1 'r n O _ 4040 5.1 . 040 s. p TUB 1Av -V < o S.H. BEDROOM 2m Q Q mBnlzooM °' CO -� CD N •> � 8 GLG. TH 2 8 GLG. a, a 10'10%13'2" I I 11 '8"x11 ' " - _ B1 GYGLE - - 8 GLG. - 8 ~, o Q Goy n. _ - - i N � 10'-ID.. 2' ��� �-2�� 2' ,��� D-: 11'-8" :y� cV •� .� 6050 OARAO r- _ ,f — as 0 .— C s OPENING PATIO 8' � I �1 0. �6 :e( � � C� � 0— p , „ , ,� --� t` „ 9 2 x 11 6 23 6 x17 N - o — 211 Iq' O.. 4' b" 5'-I -y{ (V -- .... 131 -211 61-,�T II �-all 2 1-i{11 N _I q'-loll Q cn ss ACCESS p I I I I I I I TO 5TOR N I ss i �Lp!qE7I I I UNDER O DOWN - i I 506 MTL. LANDING - _ 16 R. x Jo ,/ P I FAMILY RM. up , 16 R. �Ji - 8' GLG. m 16 R 19'2"x15'2 ,,. ,, JX 0 5'~2" 101-6" N I q' 1-211 3'-10" _ r- i ENTRY tt 4040 S H 1"OYER O q' GLG. INDIGATES 121, G.M.U. I I 2 STORY cv L — — —— - -- '\ EXTE}210i2 WL4LL5 I 2-2868 FR. " �\ THESE AREAS I I 3'-10" 3'-1O" '-4" '-8" 5'-8" 8'-o" " 5'-101" \\ / - --- - - ---- ----- ------ -- -- - - - - - A/G INDIGATES Ci 1/2" I .G.Q. I 4 EXTERIOR HALLS OUTLINE OF I / m FF;; FLR. ABV. I - ---_- o THESE AREAS I / a 151T611 f CIO I I I •^ o I I n NOTES: } ;Y, ALL EXT. COLUMNS TO HAVE G.M.U. PEDESTAL. O (SEE COL. FOR 51 E HEIGHT TO BE 8 MIN. I m I ABV. FIN. FLR. HEIGHT) �+ I I MIXING VALVES IN SHOWERS TO BE ® 42" p 4'-0" HIGH I - ABY. SHOWER FINISH FLOOR. W M PRIVACYI X ; = WALL i i 1 v 2 GAR 6ARA6E K � ti iy _ ` „ r MODEL 3GI OVERHEAD GARAGE DOORS I� I 8' GLG. " Test Pressure 55.5 P5F W ►n i i u Oi �, �. N I m 20,8 X26, Design Pressure 37 PSF A Pool ,N C � ��A � o 'cLSI � I 1 C C 12'X26' f Area Tabu I ations 5'-O" j 121-01' ' 6'-O" LlVing: h I I Ist. floor: 161 sf 2nd. Floor.. 1205 sF L - _ _� _ - _ _ _ _ _ _ - _ --- - - -_ - --� J _ - - - - - - 1'x7' GAR. DR. % q'x-7' G R. DR. � U —I— lu 3rd. floor: -148 sf I FLR. GA T. , I � Total Living: 2114 of entry: 48 5F q1_011 '-4' q'-O" 1_41 221-0" Patio (sub-level): 611 5f , drawn by �n00 35'-O" garage: 51G? �f JAMIE M. BRYANT date deck #h 235 sF OCTOBER 19, 2003 REV. deck #2: 145 sf scale AS NOTED other: N/A 5F job no. PATIO (SUB LEVEL) Ist . FLOOR-STREET LEVEL. Total Area: 4631 a ... SCALE: 1/4" = P-O" 5GALE: 1/4" r- 1'--0" drawing no. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. OVER SCALE DIMENSIONS. Contractors shall verify and be responsible for dimensions and conditions of the job. Floor Plan Scale: 1/4"=V --0" revisions by NOTES: 1/1/03 ORIGINAL JMB 2- INDICATES NUMBER OF DOORS. 6/27/03 REDESIGN JMB 2- INDICATES NUMBER OF WINDOWS. 8/6/03 REVISION JMB FR — FRENCH DOORS G 24 03 REVISION JMB SL - SIDE LIGHT 10/Iq/03 I.G.F. JMB FG - FIXED GLASS IIOCK ND ICGATES HALLS ,ql ^11/2 II I .G.F. TR - TRANSOM EXTERIOR HAL.L.S PKT --GPOCKELASS BTLDOOR LASS THESE AREAS TEMP -OTEMPER TBSCURED EMPERED SH - SINGLE HUNG DH -- DOUBLE HUNG HR - HORIZONTAL ROLLER BP -- BYPASS Cn I1'-6" 5'-8" 3'-8" 2'-8" 11'-6" SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE N 2'-l0" 2'-10" '-10" '-10" NOTED ON PLANS. p II 1' : 4-4 12 -4 141-,511J 1, 0. 00 -7'-4" 3'-U" � 2"5H* 5 SH 4042 5R -o x k `� r- - - - - - - - - - - OUTLINE OF - - - — --- � - �-- 0 .� GABS. ABV. I FLR. BLW. I 0 O M I I I > p LL. _ >%' D GE J — — — — - I OUTLINE DFS - I �� -�°i L�- j ° :< DR. - I FLR. ABV. `� I M T = i m �t L^UNDRY 0 - °° 0 LAUN. q' GLC. CD CL I I _1 5H i •� GHUTE �� ((DJ PED. I _ = I PE . cN 3:12 V T. N I O N ABV. 6� LAV. I OFF I GE o I LAV. W BR[�,) N - CD C f I q' GLC. O cv 3:r811 4'-4" r 2. 2 2'-8" I - `o "V7 r 0 U _ �n I x - - - - - - - - - kz O °� p - �,�v 10 8 x 11 8 o I VL� I I cv - d --, i� I� n 2 Fio Z --:8 -1 3 -4 5 --8 m 3 8 13 4 N I I GHUTE 3:12 I u i n i n u i u , u , " I : I I y . PaNTRr 10 - _ I 1 .1 �� m I I m � u cv N(SI�3 mcfl 4 I I 312 V T. _ O 16 R N I I ��b R SH. DOWN M ry 1'-10" 6'-2" 11J n 4'"2" 5 -1 �� I 3'-lO" , n 11, I I ! R. - _ - ~- V 1 A/G ti�, O ty ! - N �O�O O � FLOOR 3 < :° OI O I _ - I KITCHEN _ I o � - I � � . O O [§ ---_- I i _ UP _ _ s� I I ! I I I •Z I w' GLC. cn 17 R I c0 o 14'x 14D.W. - I - - 2xIO Al VLT. I VL G�OUNTERS a 36" DBL. ! cv I 3:12 I 3�12SIN O I cv 3040 S.H. O , I OPEN TO - _ I = X\ �y O° / K N FOYER BLW. N I o N 51 TT I NC I O N I o N X_ _ �� I cn N -- -� __ �� 3:12 YLT. GLC � = I cn F(_.DDR 2, OUTL I NE O � S / ��yj\ i � l l-. � �� (8 BRC.) � UTLINE OF FLR. BLW. r , .. � I r \�\�LRS. BLW. 1 1 96"090" 71 �` `l . RAILING 36" H. ! 36' H. /\ ® 42" H. �, WALL I WALL I m 4'-O" 2'-8" 3'-O" '-4" 7',4" 8'-IO" 5'-l0" / I I F•� / rr 11 CO � = 1 r I I V � l " FLOOR 1 _ W - I MA TER (STREET-LEVEL) cv cv I SUIT I- - O = I tL I = 3:12 V T. GLC. I I I ►� I = 4 I V I NCS RM. I` l ! Q (g� BR6.) 11 r I I I >~ ' 44 q' GLG. �~ - I ' 14'x 11 4 L J o - 12'x16'2" it I I r' NI 4 z DINING M. 1 N Q' GLC. O } I VLT. I VLT� I N "� 1 3:12 O 12x1641 �, I I ►� m I ----I • I v� � as � I I I � FLOOR I it I o u O I 7'_o„ 14'18" (SUB—LEVEL.) x D060 C.D. 8080 5.G.D. cn 6068 5. D. x Pa. " II'_O" 5'-6" I I 4 O i GOV'D. I - GOV D. _ D GK RAILING 0 0 _ DEG< I i 8' GLG. 42 H. O o o q' GLS. I 14 8 x 12 Trp. Stair Sect ion - N 22'X10' I 5GALE: 1/4" = 1'-0" ©ILINH TYP. ~ z — v v -7'-O" e>1-011 -y l_011 3'-4" "')"_I1-D,1 1 51-b" 51_4" d'_O" 3'-411 3'-g" drawn by q�_8 GANT. 25'-4"L I�'-O" U ICJ2'—O" JAMIE M. BRYANT loed date OCTOBER 19, 2003 REV. scale AS NOTED 2nd . FLOOR 5rd . FLOOR job no. 5GALE: 1/4" = P-O" NOTE: 5GALE: 1/4" = I'—O" 2xCO HP. FRAME drawing no. EXTERIOR l�l?�LLS WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE THS FLOORS U•� O. OVER SCALE DIMENSIONS. Contractors shall verify 1— and be responsible for dimensions and conditions of the job, Floor Plans Scale: 1/4„=V_0„ revisions by GHIMNEY GAP/ 1/1/03 ORIGINAL JMB SPARK ARRESTOR 6/2-1/03 REDESIGN JMB W6105 REVISION JMB _ a/24/031:EYISION JMB ]_ 10/I10/1,51/03 I.G.F. JMB 411 ON 6,1TRIM I- I ARGH I TEGTURAL 9'-8" HEEL SHINOLES ARCHITECTURAL _.. ! l 1 1 I 8 -0 BRG. _.( L �F SHINGLES -- ..... ....... . . ...... ...... _ ,Il� IILI � II. IIIIIIIIIIII. IIi...11 __.1 ._ }, 1`1` 111"! - IIIA Id T [- 1,1..1 L _[-.I 1._� [a. ..L _ - 6,_ 6.- rr HE _:_ - [_l a _ L � _ :_. � I I I f f 11 I �-i r. .,_ : -_. 2 HEEL 2 EL - - a N 00 4'-3" HEEL 4'-3" HEEL ..... ..._ . .. . _... ... ._....- I .[ _ _.1L..! [�. l[..I::!LI / !l.l.._ ..[L..1..[� C:[. [.r�l .l-1 ,.. l. I .11_ _ - 1...1 ! [ I ! II ! I !-! lI ' � ! 1 . 11 1 1 LI111 _ CIIII 111.1 . 11_ 1l_ , / ILIt1 1 [ [ [I _I .? 0LO 1 I l . , l .l, _, a__l (._ 11 I I 1 [ [_ [ 11 [ , 1. 1 - [. ;-,.. .i.- .1-1 _ 6 1.1 ;_ . . I .L I ; [. y 1 1 11 ! ILII L .I I 1 1. l [ I. _ !;_._. � , 1_ 11 ' > . ,.. 1- [ ! [[_[:I[_I[.I , I I I 1 [ I 1 L I 1-1 c� -�• i 1 f 1 I I -11 .1 SHAKE 11. [ I ..__ ... . ....., .. .. .1. 1 1 11 1. [ . I [ l_ °'�I. 1 o I� ! [ III ! ! ! iI 1 ,_ I II � 1 1 1I l 1 i .i , I [ I [ , I al 1 t 1 1 ! [ 1 1 [ J l l I [ I [ l [ l !I'11C : il[ '� C i i 111 [ l ' 1 � [ '. � l ' L 1 1 _ _1 � i 1 _.� Ili . 1. _l.r ._l [ ___I l _� � [ [ . I [. �1 , I �_,- [ [ [ 1 II II II 1 i ! II r '._L.._I _I, --I I _ ► I. _l L:... I. _; III _l.f... I �, 10 -4 3/4 A.F.F. � 10 -4 3/4 A.F.F. - ! 1,[_.. I-,-r .-�•,L--11..._ [_ I 1-.. i.l . .. IT ._ . .. __ . r I I L•,,. � .. � [ r I_.. .. 6. @ 3rd. FIN. FLR. 0 3rd. FIN. FLR. 2 .I 1. .!_ .d.l_...1 I 7. ...._ _..._. �. I... _.. _ d- 1 Ll. 1111 I l f T�� I .I I I IT-L � _l . L_i_. 1 y ll_I I C_ CI 1 _I _ 1 1__1 1 I L _. l f [TCI I. 1 -- ! 1 l ) I I I 1 ! 1 1 1 /2 9'-0" BRG. 9'-0" BRG. \ I . , a III !- I_ ILI I ! !_ ] ! . :[ II l. . I :l - - _ - - - >_ o� '( 1 l l .� !__I I1� [.,. 11...1 [ ._; 1_. 11. [ 1r r -� � � . _... . . ' _ . _.._ . �yl � o � c I 11 1 II [ ! L l [ I ! I . 7'-6" HDR. ! I -I ! II I I I ) I � [ II I � 1 ! ! I ii 7 -0 HDR. _. _ r _� (n t u I. I I �. I. .., [ � 2nd. FIN. FLR. IT .� , lJ I I �, C� 2nd. FIN. FLR. a 1. , 1111! [ 11 t l I �_I I I-[ _ Il 1_ I 1 .1 , -T 1 11 l [---1 _ [ 111. .1 l ,I._ .l 1 C r o I I .I .,11 1. I, 1 1.1 I _I 1 l.l._1 1 -[._ !l_ .1- 1 �_1_ [_[ [ 1--L. I .. -I 1 I I I I CEDAR SHAKE 4 - ! 1: 1 .11 1111: o -� �1 I [_ 1 �_.I 1. .1.1...1 �_ 1 _r I l 1 �% r' % I 1 [_ [ _ _[ . l [_ .!.! . [ [�a! [_�.I [1-1111.1.1.1.11; [1_.11 SIDING � 4 TRIM 1 � 111 �C11�_�1 ' ! 1 " ! [ .I 1.1. 11 l( !.. l I [.. 1_ - .[ I ..11 l...1 I . ! ...1 I [ Il 1.1 l._l .1 m ,1 I ;._1 i_ ,..1..-I.I-I. r.� .. 1..._I [.L.� .[.I[. -1 I [.. .l l.1 [ I 11....1 I.I 1..._1rl 411 TRIM 1! I t. .. 1 [ [ 1 1 [ 1 1 -4 11 _ 1 1 I 1 I l L. l II l I 1 [ ! 1 [ L ,I 1 [_1 I 1 , III ;[ 1 l l L 1 1 l l 1 ._.1 !_.. 11.. ' L__ [ [_...1 L ..� .[_.....1.1.... .[.....1.1 [ 1. J.[ [ 11.1.1.. 111.1 � i [! ,i 1 11 „ II [ . 1,1.. .1 ! [ _r�l I � I 1 6 ON 10 TRIM � !_ I ! 1• � I I 1.11 I. 111 1.11111 1 : 1- , l_ (.r- i „ 1II 9 -4 3 4 A.F.F. J, 9 4 3/4 A.F.F. I 1 II TTr7-I .I 4 ' . 11.1 ! .II 11._1 11111 ! _i-4 ,1TTT� .1i1 i. 11..� !'ii X111 I 1 ,1 II 1.11.�.1TTr 1C1-111 l _.1._I i� I J� 1 11 11 .• i III I I I 1 7 1 ' ! ! I 1 ! Q 2nd. FIN. FLR. 2nd. FIN. FLR. --- - - - - - • 6'-8 HDR. - :.• ` •. 1. • 'f ' 4 STUGGO BAN 4 .. 1 . - - - - - - - , " STUCCO BAND , 1, i 1 I ,. TUGGO FINISH ,. 1st. FIN, FLR, @) 1st. FIN. FLR. t• ; . : . ti. ' ' 8'-0" BRG. (-1'-4 3/4" B.F.F.) 8r-Orr BRG. -1'-4 3 4 B.F.F. + _ ti. `rr SUB- LEVEL -� @ SUB--LEVEL �� N �f 6 STUGGO BAND OPEN , . . •. '' '• . OPEN - I : . TO PATIO TO PATIO :I , I ' STUGGO FINISH i I ' 0'-0" (-9'-4" B.F.F.) J, 0 -0" (-9'-4" B.F.F.) -- IT 0 SUB-LEVEL FIN. FLR. @ SUB-LEVEL FIN. FLR. Rear E I evert ion Front E I evert ion M � � I SGALE: 1/4"' = P-O" SCALE: 1/4" = P-O" O N I I I J I --� , I (�ti;j _ _.. � O ' 1 �0'-6' HEEL_ ..... .. .. ... ,1 ... ... .. - .. .. - . . _ _ .. : _......• _... .. \\\ 1 9 2J� 9' 8"HEEL J.B' 0" BRC. ._... .. I 1- 1.1 I I II 1 _ �1.e'-0"BRG. i,r.. a 7,I ... ,..1�� f�r!II rrl 1 �- T'-0" HOR. - ! . I 1 I1 1 1 1 J,W-3" HEEL HEEL I LL I 6'-2"HFFL I [�I It I . !< � [�:' I•�i1 [ [ I I �., q I RIDGE �' � III 1111 �Ii[ 1 it ?� I Ifl Illl �I 00, 11'I��, ilr',f�11�1�1!'(.-l' 11'Ilirl,l.l,ll;ll.11l.ylll [i 11.1, ..1' '1"i'', ,.111 11r,ti1...r4 ( �, Il) �'III`.1. 11111. ?r . Iftl 14!' flfl �; f �rr1.C1 u't I l III„ r r, .I I :l„ II; ,I,;I Ll I� l: L 1 „I 11; .I,IJ 1A I irlff ., i II ,f Ilii '1111 ! ! J I , i. ; +; ,Ip Ilil' 1 � I �:! l,ti,, . � 111 , ( I,A : IU!r,. 11., 1..11.1 .11-f ll. .f .1 f. I f.t.r.lt. IIJ . l.11 l 1., lLrl. 11 I. I I.[fll� r lr � Il.l 11..11J1.1.,1f.. _ 1.111.11.1 RI .. !, 11 , :till . � Ili, ?? I ' Ili. 11 �,' ,.1. �I, 111 .1111 �1,. Lll.l 1.111 >`l11 .�11 LTII Cllr LILT Il.l.l al 1 1 11 111.1 I�tr 1 11 151 t11.� 1] �47T:�tit4._14 y 11`!1I,'.'1[ rl ] !1 i.! 'i _.. f 11 .1. 11 !I 11 It II rr rr Ir I rl 11� II 11 tl J - ----- Y J.10'-4 3�4" A.F.F. ......... ..... ...... ..:.. 1 ' I I I I 10'-4 J�4" A.F.F. _ 10•-4 3 4"A.F.F. �I I ' 10'-4 3L A.F.F. r I J ! L,,1! ! - -- �- __:.- - - -- ®3rd. FIN. FLR. ,r+ I r I .1,�I �4. :, .,, m 3rd. FIN. FLR. A 3rd. FIN. FLR. r ... ... __. __ ~T 9.3rd. FIN. FLR. I,.., ,,,i,. J(I y L� L,.I 11..1I'' I '1 ti lay. 'f _ •_ __..:. ._.....�. .. ..�....�.. �. I 1 ' i�h.. 9-0 tlRC, 1,9-0 BRC. - ..... :._.:. _... - __ .. - - _. - _ _- - ______ ___ !.9'-0"BRG. I s o enc. �.� I _ - - I 4 , II!1,1.1 I 11 I II I� I� � .I I I I I1 ... 1 1- ,Lry. 1 it 11 T-0" HDR. -0"HDR. I,1 I LI J] l' 1 I I it I [ r[ 1 1 apt FIN' RT L'L,� ®2nd FIN. FLR. � I.,II.. II � r� t.I ,-II l � •I- 1,.: !. i IT i i �I i -rr I [. ! 6 2n 9 2nd. FlN. FLR. II.J�� 11.1.1.11I..1 I 1.a. [I 1 1. I.I.7 1.. 1 .1.. I, I O xnd. flN. FLR, 'I;I. 1]!I !1 1 !`1 ill!' I?I ,I1.I, 1,411 '.I1 1 !.11 !Ill (�' ! Ill Illl 1�11I t1CI ,ISI .1'11.1 111I' LI 11,11J l r L.I , -L1 11 11 I! 1 LI !I.l.�l . I1 1 ..11..1 .L.1L.11 !t la 1 II.�I 11J l� r.l it LiII I C L1! ❑ I,� I . LI ' I• I,, l.l,.[., ,,,I..1` I;7,7 1'� 1.1,1 ``�' � 11 1; a i LII I �.I 1 ' �'ff I 1 1 [ ff 11.1I 1 t. I 1 [ 1 1 I 1 1J_ 1< f ■ ❑ �LI I 11,!1 A. h 'll 7,y ll,�,li'! !:- !I!I,Ir 1111 1!! �I'I tlil 1 t1 �]illlll ll 1 11 lr�ll 111.1 >,rl'il I ;j l.h>lll I-f I O 1 I ,11 , 1•I I1 !I I' .Ili 1111.II,, ,,, r ., 1 1 r• I 1 4,1! ?11 1111'1 1: 1 L, IIJ.. I1.?I,`II' �11I�111'.1 !IIII '1'lll il1111I.�1 ll� I L�� l� [li ll� lI II l 1[_ L r t 1l [ti . ,. ` " 1 I til, II1 1 L1.. [ l l.[ 1-! f. l l l , i'.} l LI 1 II 11,1 I,' 1 1.] ..1x4 11J.1I.iI. L'I ' ILII I. II 1 .1 ,�, II `` ll II � - 1 h I _ I?.� IiI .i ;l lllt..� Ili! !-� I7 arrz 11 ❑ > III1.• 11 ' 1I! ,.ltI l,I.i' r I11.If 11.1 . I .,11...!. ,! 11! 11.1.1.1!rl.l!1(7f_1rr1 �. I.rl. I11 IIL1I 1.1' 1 !I I 1-..11111 i:. �1 I. - ..- 11 1 I 9T414 AF.F. ,i r ( i, 41, I t,, 1 1.1 �} 5 r l __ .___.. .. I , 1,. .,.{I f l'I .9 4 7 4 A.F.F. 9 4 3 4 A.F.F. 11.�4' I I I y,1 1 5 r 1,1 1 1 1 1 1 !1 11 I I �� I - t�I n[I 1 111 1 I 1.1 r l I I 1171. 9' 4 3 4" • ,.r[;.. r--"r-rr^-rn,. !.L 1Tr --- -- .. , \ I - -� 1,. 11.. I I I I r r I r f I I I n I .r ' r 1 r 5 SSC tri ►'I+ ®2nd FIN. FLR, 'ii 1 `''i •1 'I !' r®2nd. FIN. FIR. O 2nd. FlN. FLR. I I I I'I !I (•I" 11" r' ®2nd. FlN. FLR. 6'-0"DRG. J,8'-D" BRC. �'"JI _ 9'-0" ERG. 8'-O"DRC. ❑ ❑ ", '' .• •' B'-8"HOR. • '❑❑ .. ., .•,, � •7,. , ®ter!_ FIN. FLR. �►{ i+-- I ,•,. . 1 :h ®Isl. FW. FLR. � n . . 4. DIU! I �7®IQL FIN. FLR. •' .' ., ®1a b 1st. FIN_ FLR. .-r�r- ',••.,, I - 10�-9�.TEE a- - L uJ ,'• " •�, B'-0" BRG. -1'-•4 S/4" B.F.F.) 8'-0" BRC- -1'-4 3/4" B.F.F.; ,. r, L � ®SUB-LEVEL _'a SUB-LEVEL '• *• . R ht Side Elevation :, 't , • • :,; Left Side Elevation I� SGALE: 1/811 y 11-OII SGALE: I/8111 _ 11_011 drawn by _ D•-G" -9'-4' B.F.F.> +,0'-0"(-9'-a" B.F.F.) lJ JAMIE M. BRYANT b SUB-LEVEL FIN. FLR. O 5UB-LEVEL FIN. FLR. 1' I date OPEN TD PATIO OCTOBER s axle 003 RE's AS NOTED job n o. }� I O WRII7EN DIMENSIONS SHALL HAVE PRECEDENCE I OVER SCALE DIMENSIONS. Contractors shall verify Roar S1�OPE5 �T �" I� and be responsible for dimensions and conditions of the job. drawing no. UNLESS OTHERW15E NOTEI7. Roof P I an SGALE: 1/8" = 1'-O" Elevations Scale: AS NOTED 1960 30� /q7vK SEE revisions by EXT.FINISH ROOF MATERIAL ELEV SEE EX'r.ELEV. 03 ORIGINAL JMB 6/2-1/03 REDESIGN JMB 15ie FELT PAPER OVER TEXT.SPADE 8/6/03 REVISION JMB ROOF SHEATHING W/"H""CLIPS MIN,fCLEARANCE' 01/24/05 REVISION JMB PRE-EN6. ROOF Ti INSULATION A5 REQUIRED 10 IQ/D3 I.G.F. JMB o 24'OZ,,PER TRU55 PMFR. 2X NAILER METAL DRIP EDGE SEB _ WOOD FASCIA,SEE O FI DOUBLE 2X TOP ELEV.FOR STYLE PLATE IN UPLIFT STRAP PER FRAMINEi LAYOur 3 I_OII VENTED SOFFIT DRYWALL Ex r. FINISH MATERIAL 2X 5TUD5 a I6"O.G. �� i �� II ❑ , q SEE EXT.ELEV. BA'rr INSUL.A5 REQ. EXT,6RADE 5HEATHIN67 PER.SPECS. 4" GONG. ll CD BATT INSUL.A5-REO.----- PAD. 1 �— 2"X STUDS® 161"DL. : N EXT.pRADE5t1'IEATHIN6 DRY RWALL PROVIDE P.V.G. GHASE / A/6 A/d P OLS M F_cr,FINISH MATrER1AL FOR A/G A5 RECd'D. OMP/. OMp. `EW P�/ W SEE EXT.ELEV. �y (2)2'XI2'HEADER } FLA5HINC,A5 ` � L INSTALL WINDoW PER II M WINDOW MFR.5PEG5. I- - — — L '- SEE FLOOR PLATT d LOCAL WIND CODE. FOR WINDOW 51ZE P.T.WINDOW SILL WINDOW SILL I I I M m -0 (D -,I- 3rd. FLOOR I � CD 2X 5TUD5 6 16"OZ,, I 0 BATT INSUL.A5 REQ. DRYWALL EXT. FIN15H MATERIAL 2X 50LE PLATE SEE EXT. ELEV. _ •(/) E (� 0 5PI EAGFI STUD EXT.GRAPE 5HEA14" PLYWOOD 5UBFLOOR I I r J__HIN6 3/ PER 5PEG5.W/15"FEL' GLUE d NAIL _ I `7 I• 2X CONT.RIM_IOIS'f 7 - _ NAILEP TO EA.FLOOR TRIr S- PER TRU55 MFR.•------- — ' I 20'-O" 15'-0" DOUBLE 2X TOP PLATE W/UPLIFT STRAP' PER FRAMING LAYOUT - BATT IN5UL.AS REQ. FLOOR SYSTEM PER FRAMING LAYOUT OI 2X 5n PS 0 16'O.G.` PRYWALL - - N -q'-8" I BATT INSI)i A5 REQ.�� I B.F.F. 2"X STUDS® 16'"OCG. I EXT.6RADE 5HIEATHI1,I5 DRYWALL I A,f G'I� PER 5PEG5. - "t U EXT.FIN15H MATFERIAL " I SEE EXT.ELEV. ---------- - (2)2"42"tIEADERI41, B.F.F. `-�- -------------------------� �__ _ ------ l° - - _ - - FLASHING A5 RIEQ. INSTALL WINDOW PER WINDOW MFR,SPECS. d LOCAL WIND GODS. I I SEE FLOOR PLAN I LL__ FOR WINDOW SIZE --- ---------------- _ P.T.WINDOW SILL WINDOW SILL I I �(�'-�" 81_1p" I rj'_•1pu 2nd. FLOOR r - „ -.F. 2K STUDS @ 16" O.G. — lJ BATT INSUL. A5 REQ. DRYWALL ------- -� I I I I SLOE EXT.FINISH MATERIAL 2X 50LE PLATE \ " I III I�I t 10 I SEE EXT. ELEV. 5PI EACH STUD \\ I I I 3/4" PLYWOOD SUBFLOOP \\ 1 PER SPRE4GDE SHEA'rtllNfi fiLUE d PL41L I I C1 3/4'1 14'- 1/41 1 I 1 5'^I D" _ C/ 2X CONT. RIM.�015T FIC=_NAILED 70 EA.FLOORTRU55 PER 781155 -- -----_.----.-.---- -----------------J9.5"I.G.F.WALL,5EEFL0�2R PLANI PER �41I UF A �/V I y !:. - �• FLOOR SLAB OF PLANT MIX CONCRETE P.'F. -ul d DRYWALL ,�� � I I t~ 2500 P.S.I. 4" THICK WITH FIBER—MESH C] 221_0" REINFORCEMENT OVER TERMITE TREATED SOIL WITH 6 MIL. POLYETHYLENE VAPOR EXT,FINISH MATERIAL P.T.1FURRIN6 d DRYWALL �' �� 1 I BARRIER OVER COMPACTED CLEAN FILL. h SEE EXT,ELEV.�� I O • 1 I 3%61X2 r3/��APGUCK I^V ONS AT j j I 411 CURB I OR N INSTALL WINDOW PER 6"FROM CORNERS AND I 1 FLOOR SLAB OF PLANT MIX CONCRETE WINDOW MFR.SPECS. 16"MAX.O.G, IN AN I I I 811 ( 2500 P.S.I. 4" THICK WITH 6x6 10/10 d LOCAL WIND COPE. J OFFSET PATTERN I 1 � „ FLOOR I -`fig F F I GAUGE REINFORCING MAT. WITH MIN 1 5EE FLOOR PLAN 1st. i i I I COVER. TERMITE TREATED SOIL WITH Fop,WINPOW 51Iz WINPOW SILL EL i 6 MIL. POLYETHYLENE VAPOR BARRIER I I I I OVER COMPACTED CLEAN FILL. � � 3 I& P.T.14'TA BUCK W/ 1 I I I A r L, 3/16"X2 3/4"TAPGONS AT I I I (V`� i� 6"FROM CORNER5 AND 4'-011 H 1 GH 1 I I U 16"MAX.O.G. IN AN I I I - O Z OFFSET PATTERN m PRIVACY - _ WALL I I t I ^y 3/4' PLYWOOD 5UBFLOOR I I I I I N "QI GLUE d NAIL In I I I A 1 EX'f.GRAPE 5MEATTIINC� I I I I PER SPECS. DBL.2x10 LEPGER FASTENED TO N I BOND BEAM W/(2) ROW5 5/B"DIA, I POOL BY POOL 1 ANCHOR BOLTS 0 24"O.G, 1 CS. O DBL.U BLOCK BOND BEAMGO TRACTOR SPE I 1 I FULLY GROUTED W/I 115 CONT. W/UPLIFT 5TRAP PER = I 1 FRA"IIN6 LAYOUT � I I 12"G.M.U.WALL,SEE Ii• h - _ I I r� FLOOR PLAN CFLOOR SYSTEM PER OUR-0-HALL t1aRz. \\ 1 I FRAMING LAYOUT ►� RMW EVERY OTHER I I COURSE, I6"O.G.MAX. DRYWALL I I �5 REBAR IN GONG.FILLED CELL PER FLOOR PLAN,W/MIN 25'OVERLAP, I 1 TIED TO CONT.ROP IN FOOTER I I AND 5OND BEAM,ALT.BENDS P.T.FURRING $ Pi I I IN REINF.BAR 0 FOUNDATION—� I I EXT,FIN15H MATERIAL I I P.T.FURRING d DRYWALL SEE EXT.FLEW. `.`•�i' ,I. , I I LINTEL I'X4"P.T.WOOD BUCK IV y INSTALL WINDC]W PER 3/16'X2 3/4"7APGDN5 A7 �� �� q'X7' GAR. DR. q'X 1 I OAR. DR. WINDOW MFR.'5PEG5. b"FROM CORNERS AND \ I6"MAX.O.G. IN AN — -- - d LOCAL WINE? CODE OFFSET PATTERN `\ � SEE FLOOR PLAN . FLOOR ``------------------ FOR WINDOW51Z OFFSET PATTERN W1NPOW SILL SUB-STREET LEVEL NOTES: CONC.SILL I'X4"P.T.kMP El W/ 3/16'X2 3/4"TAPCON5 AT 6"FROM GORNER5 AID 16"MAX.OJ-, IN AN ALL EXT. COLUMNS TO HAVE G.M.U. PEDESTAL. drawn by (SEE COL.. FOR SIZE - HEIGHT TO I3E 8 MIN. JAMIE M. BRYANT- 05 1IN GANG, iCELL PER ABY. FIN. FLR. HEIGHT) EXT.FINISH MAT. FLOOR PLAN,W/MIN,25"OVERLAP, date TIED TO CONT.ROD IN SEE EXT,ELEV. ��' AND BOND BEAN,ALT.SENDS R MIXING VALVES IN SHOWERS TO BE ® 42" OCTOBER 19, 2003 REV. ABV. SHOWER FINISH FLOOR. IN REINF.BAR AS NOTED DUR-O-WALL tIORC.�� scale REINF.EVERY OTHER '•SII• 8"C.M.U, COURSE P.T.F W VA,DRYWALL s 1,_4, q I_OII 1_41 q'-011 '--4' job n o. BASE.W/VAPOR BARRIER BASE BOARD t0►y Cf'eL 4B Cl �'-mM Ftfl FLIM 13'-O" 221_011 ... FIN15H 6RADE A ^I•• I YD I - ,- „ e. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE 111...I I I . "II` III III .II' 4"GONG.SLAB W/ 35 O OVER SCALE DIMENSIONS. Contractors shall verify VAPOR BARRIER ENGINEER TO VERIFY INTERIOR ROOF TRUSS and be responsible for dimensions and conditions drawing no. of the job. I 1 I I I I HEADER BLOCK BEARING WITH THE ROOF TRU55 ENG I NEER I NO GLEAN,COMPACTED, TERMITE TREATED FILL. PRODUGED SPEGIFIGALLY FOR TF115 PROJECT. :-•` • '••' GONG.FTG. SOLID BEARING :'. ., (SIZE PER EFIGINEER) ENOINEER TO VERIFY EXTERIOR LOAD BEARING Foundation Plan WALL SECTION SCALE: N.T.S. PSD 51zEs 4 LOGATION. Scale: 1/4"=1 —Q 1960 �ek DESIGN CRITERIA AND LOADS 10'_011 35-0 IZ U-BLOCK TIE BEAM WITH lZ CONTINUOUS Building Code. 2001 Florida Building Code 411 SLAB ON GRADE (POOL DECK) Code For Deslgn Loads ANSI/ASCE -7-98 cYl Q) 05 x 36" EPDXIED 6" INTO WALL SPACED 32" O.C. <1CVq. ST6 Roof Loading (Cd- 125) cCl cv JP - -- -- -- -- - --- - -- -- -- - -- - - -- -- - CORNE5VERTICALATi6" O.C.ANDINE (� r -- - --- -- - - - R 20 Top Chord Dead Load par ,� (P CJ Top Chord Live Load 2of d) Bottom Chord Dead Load 5 sf ' 36" WIDE x 16" DEEP I -- -- - --- - - - -- -- --- I Bottom Chord Live Load 10 par Z Z LL 1=ootlNr3 WITH 12" CMU p S STEMWALL REINFORCECL_ AA I (II WITH5VERTICALS AT I --- -- - --- -- --- - -- - - -- - - - - - --- - --- - --- - � I Ll U @ 16" O.C.(SEE SECTIONS Floor Load (Cd 1.00) ing Q- FOR DETAILS) I I I I Top Chord Dead Load 10 par v UJ***CONTRACTOR BF-WARE*** 1 I 12" 1350 PSI CMU WALL WITH top Chord Live Load 40 per � LU ca I I Chord Dead Load 5 per FULL BED TYPE M OR S GROUT Bottom � (� � 3 i THIS FOUNDATION PLAN AND THE REMAINDER OF I I AND 9g TRUSS TYPE JOINT Bottom Chord Live Load 0 psf ca cp THESE DRAWINGS WERE PREPARED FROM AUTOCAD dp I I REINFORCEMENT BETWEEN EVERY J J j 1 L � O FILES THAT WERE SUPPLIED BY THE CONTRACTOR iv 101_411 I I OTHER COURSE. IL i THOUGH A REASONABLE EFFORT WAS MADE BY THE - Wind Loading CCd- lb0) Q v ENGINEER of RECORD t0 CONFIRM THE ACCURACY I I N5 STARTER WA211 BEND AT EVE ASCE 1-95, 3s Gust 120 MPH U i I I OF THE DIMENSIONS SHOWN WERE, CONTRACTOR IS I I WALL VERTICAL - 2511 LAP Exposure Category C CAUTIONED TO CONFIRM THE DIMENSIONS OF THE V ro Importance Factor 1.0j'r�j• FOUNDATION PLAN AGAINST THOSE REPORTED ON I 16" DEEP x 36" WIDE CONCRETE e I I THE ARCHITECTURAL DRAWINGS PRIOR TO POURING I I STRIP FOOTING W/(3?5 CONTINUOUS Building Category II THE FCJ?:DATION CONCRETE. I Enclosed BEARING ON UNDISTURBED OR 1- 36" WIDE x I6" DEEP PROPERLY PREPARED SOIL. Interior Pressure CoeFf 0.18 '� m --- , I 1 FOOTING WITH 12" CMU CtC Destgn Pressures (sea table 1) STEMWALL REINFORCED v 1 11 I ■ I I WiTH 5 VERTICALS AT BOTTOM OF FOOTING MAX 2' Specia 1 f=loor (Covered Der J Loading (Cd■ 100) 0� 16" O.C.(SEE SECTIONS ABOVE BOTTOM POO 20_m I I I I FOR DETAILS) Top Chord Dead Load 10 psF U X -� -i top Chord Live Load 60 par L -- - J I I Bottom C.�crd Dead Load 5 par Bottom Chord Live Load 0 par ca r - --- I 5 RETAINING WALL AT POOL DECIG L --- - --- --- - ---- - -- - - - 1 - T SLAB IN HATCHED L-- - ---- ---- - -- - -J I TA5LE 1 COMPONENT AND CLADDING AREA t0 BE 225" `r 13 LOWER THAN REST - - - - - - - - - - - - - - - - I I s DESIGN PRESSURES OF FIRST FLOOR I - ■ - �_D SLAB (SEE SECTION I aInterior Zone End zone 4/Stb) i ---------------------� :Er:fl�l (pef) (pef) L- ---- --- I � - ��o 0 - 20 sq.ft. +36 -39 +36 -49 I I I _ 1- - -- --- - J - I 8 I i I IAA BOLT PATTERN sl - 50 eq.it. +35 -38 +35 45 U_22511 ` -1 81 - 100 sq.rt +33 -36 +33 -41 WI6x6l 36 kai STEEL BEAM WITH 2x10 No.2 1/4" PL WEB STIFFENERS EACH U SYP LEDGER FASTENED TO WEB WiTH (2) SIDE OF WEB - (4)STIFFENERS I I I ROWS 5/8" DIAMETER A30'1 THROUGH BOLTS EACH END OF BEAM. 1� " z�°q +31 -33 +31 -38 L-- -- AND Z" DIA WASHERS AT 24" O.C. STAGGERED SEE FRAMING PLANS: IZ=INTERIOR ZONE,EZ-END ZONE \ r - i 10" x 13" x 1" THICK BR's PLATE WITH (4)3/4" \ 1--I- - -- - - -i A325 BOLTS CONNECTING BEAM t0 PLATE 1/4" EXPANSION JT �— \ I M 611 X e" SQUARE PATTERN CENTERED ON I I� I � I � L -- J \\ L-- - - -- I COLLUMN (TYP TOP * BOT COLUMN) 4" SLAB ON VAPOR BARRIER OVER Et�1'11TE DE OVER& MIL F O U I V D A T I O I�1 NOTES O T E S / L —— —J I 1/411 FILLET WELD ALL THE WAY AROUND TREATED SOIL. (� � I CONNECTING B1aG PLATE TO COLUMN 1. Concrete compressive strength for footTngs= � 5'-4' I ( I 11 1 I 1 511 DIAMETER x 3/8" WALL THICKNF-55 2,50[9 psi at 28 days CUNO� 14-t0 2. Concrete compressive strength for slab = 2,500 I 1 I r- 36 Icb1 STEEL COLUMN. THIS DIMENSION IS BASED I I I 1 psi at 28 dads (UNO). ON THE PRESUMPTION THAT 8 1" THICK 6000 PSI NON-SHRINK GROUT THE SOILS ADJACENT TO I 1 I I 3. All reinforcing steel i"3 and bigger shall be ASTM -iF-� Q) THE POOL DECK EAST OF I I -- I I TOP or- GARAGE CURB A615 grade 40 deformed bars (UNO). � HERE ARE MODERATELY 2 -il--� SLOPED AND STABLE - L I 4. All reinforcing steel shall have 90 degree bend Q (ABLE TO RESIST EROSION). ST5 I _ __ _ _ _ - --- - - 4" SLAB ON GRADE (POOL DECK) c'it corners with a 25" lap. CONTACT THE ENGINEER of I I - -- -- -- -- p IF THIS IS NOT THE CASE, T T 5. Fibermesh is an acceptable alternative and shall � RECORD TO DESIGN I I I I not require WWF. _� : q EXTENSION OF RETANING I I I 6. This foundation was designed for use on f( 4 WALL- relatively level terrain with no sudden changes in �y 16" PIPESQUARE CMU N SUI PORT.BLOCG PEDESTAL. soil conditions (either material composition or - FOR PIPE COLUMN SUPPORT. elevation) within 15 Feet of the Foundation Footprint. SUBSTITUTE 16" SQUARE I I � �— PIER BLOCKS UNDER Er-E\ I I I a� _ (4)d5 VERTICALS ARRANGED IN 911 SQUA Should the contractor find that the supporting - COLUMNS (TYP) I 1 I I PATTERN. material is not relatively homogeneous within that 5 STARTER BARS At EACH VERTICAL BAR area or that there are retaining walls or other 1 WITH 2511 MIN LAP.(1211 BEND BOTTOM) sudden changes in elevation within the described 1 ST5 I I 16" DEEP x 360 WIDE CONCRETE area, contact the engineer of record For TI-ESS BTRucTURAL DRAWMGS THE 1 6 OFF 6 I I STRIP FOOTING Wu(3)5 CONTINUOUS consultation prior to concrete placement. - - HAND - - I BEARING ON UNDISTURBED OR -i. Earth fill supporting slabs on rade shall be free I1aT PREPAOF-THERED PROD n „ PROPERLY PREPARED SOIL. pp g g GONSTRLCTION of THE PROJECT 36 WIDE x 16 DEEB I 1 I I • • of organic material and cohesive soils. Compact DESCRIBED M THIS TITLE BLOCK FOOTING WiTH 12" CMU I I BOTTOM OF FOOTING MAX 21 the Fill in 12" lifts to at least 959. of Modified AND AK!E: INTENDED FOR USE sY STEMWALL REINFORCED I 1 ABOVE BOTTOM OF POOL A LICENSED CONTRACTOR DO WITH 5 vERTICALS AT I I I I Proctor Maximum Dry Density. The contractor or NOT PEWIT CCNSTI=TION 16" O.C. (SEE SECTIONS homeowner shall em to the services of a UTH THESE PLANS BY AN FOR DETAILS) I I I I 6 STEEL FRAME FOOTING p y 02-EROR OTHER I I I I __ registered Florida geotechnical engineer to UNLICENSED BUILDER I , confirm that the subject site is suitable to support the proposed structure. Gseotechnical engineer a I I 1 I a I I I I shall serve as delegated engineer and shall 1 1 I 1 perform subsurface investigations in pursuit of data Consulting Inc 1 1 1 1 required by 61G15-31.008 F.A.C_ L 1 8. Stemwa I is over 4 courses tall require special 1 - -- - - --- - -- - --- -AA --- - - -J attention to bracing during construction. Contact A� engineer of record if this condition exists.--- - - - - -- 9. To control cracking in the slab, cut 1 deep saw L - - -- -- -- - J 6,1 cuts in a 15' x 15' grid throughout the slab within 12 -- -- - ---- --- - - (2)04 CONTINUOUS hours of concrete placement. t' 91.3" ,_ , 9'_3" I'-2 ' 10. Do not scale footing dimensions and locations -• 5 11111 from the Foundation Plan. Do not determine 411 footing location from architectural plans or Framing LIMITS of POOL DECK 22''011 6x6 WL4 x wI.4 - 81 Plan. If footing size or location is not determinate from use of Foundation Plan alone, contact the WATERPROOF BARRIER All 1211 411 engineer of record. 11. Simpson Strong-Tie Acrylic Tie (REPORT ** SITE FRE PARAT i ON ** � BEARiNG CURB STEP SECTION ER-5191) shall be used in all drilled and epoxied connections to concrete. Anchor bolt, threaded or THIS FOUNDATION PLAN AND THE REMAINDER doweled reinforcing steel must be embedded to "�%. OF THESE STRUCTURAL PLANS WERE PREPARED the specified depth, in a hole drilled 1/16" greater •Z E •��.�� UNDER THE ASSUMPTION THAT THE SITE WILL BE PREPARED , �•.. PREPARED M ACCORDANCE WITH THE than the diameter of the anchor. Manufacturer's ,# • i y? 0 i. RECOMMENDATIONS SET FORTH IN "GEOTECHNICAL specifications must be followed for proper a M Installation. EXPLORATION" REPORT NO. 21922 PREPARED BY >;'►- ^ati �; ` UNIVERSAL ENGINEERING SCIENCES CONJUNCTION WITH THIS PROJECT MO. 91880-001-01) Warcen'�l:�;a�rlg�n,I(1;�',� PE 411 1�q. ®3 ••''�•� . 03/ 4✓, /tl F ,•' FOUNDATION FLAN _ _ _ SGALEf i/411 - 1'-0" •• FOUNDATION KE"INCTES: 'ate i - 11 nil 6x6 W1.4 x WI.4 811..n11 DEEP THICKENED EDGE 241188,Ga20" DEEP 1TG W/ WATERPROOF BARRIER 8" 811 4 AAWKI)04 CONT (3)04 EW 8 CURB STEP SECTION 1211 DEEP FTG wr4 a 12" Q 3011661x2011 DEEP FTG W/ STI A EW UNDER BOX COLUMN E W04 EW 16"SG�xIZ" DEEP FTG W/ 3611011 DEEP FTG W/ (4)"4 EW (3)"4 ELU eTRUCTURAL KEYNOTES: 8"x8" DEEP THICKENED EDGE NOZ SYP BEARING BLOCK W/(I)'4 CONT FASTENED TRUSS W/12d COMMON NAILS. USE (2) •� ROWS A 311 O.C.FOR 2x4 <1Cl) C14Q) A1211 DEEP FTG W/04 0 12" BLOCK OR(3)ROWS a 3" EW UNDER BOX COLUMN O.C.FOR 2x6 BLOCK n (q ( - 4� ( ST6 16"SQxl2" DEEP FTU W/ TOP PLATE SPLICES t0 BE P � 0 A (3)04 EW A BRIDGED W/(2)MSTA24 WKIS) Q LLL 10d COMMON EACH,(l) Z STRAP EACH FACE OF WALL. Z S (a 24"SQ40" DEEP FTG W/ w • -------------------- -------------------- IZ IZ IZ (3)'.4 EW Q FASTEN MEMBER TO DEADER f(1 L v Q) K OR BEAM W/HTS W/(20) 10d 30"SQx20" DEEP FTG W/ OR EQUAL CONNECTOR LU E APPROVED BY EOR RATED L(4�'4 EW FOR 1,450"UPLIFT (Cd■Ib0) (a = d) Q6"SQxEW DEEP FTG W/ Q FASTEN MEMBER t0 HEADER 'N (4)04 L OR BEAM W/(2)WTS W/(20) �. v 10d EACH OR EQUAL V 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY V (5)64 EW, TtB EOR RATED FOR 2,900• I UPLIFT (Gd■Ib0) D}(13 STD✓ ST5 Q 1/2" ALL-THREAD DRILLEDQ FASTEN MEMBER TO HEADER N t EPDXIED W/2" SQUARE OR BEAM W/(3)HTS W/(20) 10d EACH OR EQUAL WASHER MIN. 6" EMBEDMENT U REQUIRED • EACH END CONNECTOR APPROVED BY O In OF OPENINGS EOR,RATED FOR 4,3500 } UPLIFT (Cd■Ib O) v O 1U1% Ca 1 1 1 1 1 1 m md) LEGEND AN AMINO; NOTE.: � D D R I PROVIDE POCKET/HOLE m INTERIOR BEARING WALL I IN LOGIX WALL FOR BEAM 51 TO BEAR- T TO BE TRIMMED OUT WITH PT 1z 44EADER FRAMING 2x10. BEAM BI TERMINATES 35"x1611 MICROLLAM BEAM 53 BY TRUE j AT THE EXTERIOR FACE OF 2 JACKS 2 KINGS TRUSS ABOVE (UP) [2)1x6-1/2 - HEADER/BEAM CALL-OUT I I I THIS WALL. O�HSIDE DBL TOP PL NUMBER OF KING STUDS EACH SIDE OF OPENING Q) I I I AND PUSH BEAM UP � NUMBER OF JACK STUDS EACH SIDE OF OPENING LL LL HGUC414 m SIZE OF HEADER MATERIAL (NO.2 SYP) (( LU NUMBER OF PLIES IN HEADER �y I I I I BEAM Bl BY TRUE TRUSS ABOVE (UP) U1/TAPCONS QBI •EALL ACH OTDHER WER (g)12ANdD KINGS SHALL BE FASTENED TO L------------ ----- I I IZ _ i I I •IF BUTT JOINT M PLATE OCCURS OVER HEADER CONNECT DBL IZ TOP PLATE TO HEADER WITH SPH4/6 W/(IO)Bd EACH SIDE OF BUTT JOINT. •WINDOW OPENINGS 6' AND GREATER REQUIRE 1/211 ANCHOR BOLTS OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW I I Iz CONNECTING BOTTOM PLATE TO SLAB. V (2r1x6-1R • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD ----------------i • I HIGH UPLIFT CONNECTIONS I PLACE STUD GROUP UNDER TRUSS SPECIFIED ON FLAN. O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I ' CONNECT TRUSS t0 TOP PLATE WITH (2)LGT2 W/(28Abd SINKERS I OR(3)14tS W/(20)104. IF USING LGT2 ON SINGLE PLY TRUSS, n�� APPLY 48" LONG SCAG d AB TO BOTTOM CHORD AT BW/(16)Ib . -il--� Q) I i r PLACE ATC WITHIN 3" OF STUD GROUP. :3 Iz EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. -$-� z: OU58TITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3;000 w 2 I i 2 j UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR STD✓ I i ST5 PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. `ll O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 W/(28)lbd SINKERS OR(2)4TS W/00)IOd. IF USING LGT2 ON SINGLE PLY TRUSS, U I I APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG WKI(bAbd. PLACE ATC WITHIN 3" OF STUD GROUP. �— EMBED ALL-THREAD "I" IN STEMWALL APPLICATION. SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,1860 UPLIFT (Cd■lb0)ACCEPTABLE IF APPROVED BY EOR , I I _ I ® PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I i 3 CONNECT TRUSS TO STUD GROUP WITH (2XGT2 W/(28)lbd SINKERS 3 I I TR-ESE STRJCTURTAL DRAWNGB OR (3)1-ITS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, STDG i 11 i ST5 APPLY 4811 LONG SCAB To BOTTOM CHORD at BRG w/(lbn6d. WEA PREPARED FOR THE I 5 DIA.36 KSI STEEL COLUMN W/ , Wlbxb-I,36 kal STEEL BEAM 511 DIA. 36 KSI STEEL COLUMN W/ CONSTRUCTION OF THE PROJECT I I 10"x13"x1" THICK B L T AND( A __ _ _ __ _ 10"x1311x1" THICK B PLT AND CONNECT STUD GROUP TO BEAM BELOW WITH (3)MSTA24 W/(1SA0d DESCRIBED IN TNIB TITLE BLOCK AND BOTTOM (DISCONTINUE CON __ — — ——— ST(o AND I0nOM (DISCONTINUE CONC SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200" AND ARE INTENDED FOR USE HY WALL AROUND COLUMN). WALL AROUND COLUMN). UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR A LICENSED CONTRACTOR.DO 1 I 1 I I I I NOT PER11IT CONSTRUCTION PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. UT14 TMSE PLANS BY AN 1 I I I I 1 I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). OU•NER-BUILDER OR OTI-ER 1 1 I 1 1 I I 1 I I CONNECT TRUSS TO STUD GROUP WITH (ULGT2 W/(28)I9,d SINKERS UNLICENSED BUILDER OR (2)HTS W/120J10d. IF USING LGT2 ON SINGLE PLY TRUSS, APPLY 4811 LONG SCAB TO BOTTOM CHORD AT BRCS W/(I6)Ibd. V I I I I I I I I I CONNECT STUD GROUP TO BEAM BELOW WITH (2XISTA24 W/(18)10d BW1 1 1 1 I 1 I I I I E 1 I I I SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1785• I I 1 UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR Consulting Inc g x I x 5HEARWALLS 1 1CA 1 I I I 1 `� I 1 1 1 THE WALL SHEATHING MATERIAL, SHEATHING FASTENING, AND HARDWARE 1 I 1 1 1 1 1 I 1 1 SPECIFIED M THESE PLANS COMPRISE THE LATERAL LOAD MWFRS. BECAUSE OF THE HIGHLY CUSTOMIZED NATURE OF THIS RESIDENCE, STANDARD SHEARWALL CONSTRUCTION AND CALLOUTS ARE NOT APPROPRIATE. L------------------------- --------------------------------� - ---- ---�----�-- --�---� - ---�-- -- ---- ---�---�- EZ 1 E 9"x1211 3000 PSI CONCRETE COLUMN W/(4)5 VERTICALS ------ -------- WOOD FRAME SEARING WALLS AT 2" COVER AND 02 STIRRUPS AT 6" O.C. EXTERIOR WALLS ARE 2x6 (UNO) 2x10 No.2 SYP DECK JOISTS AT 1611 OAC.(PRESUMED DRY) INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS (UNO) 8 911x12" 3000 PSI CONCRETE DBL TOP PLATE - No.2 SYP COLUMN W/(4)vS VERTICALS STUDS - No.2 SPF AT 1611 O.C. STIb AT 2" COVER AND 02 STIRRUPS BOTTOM PLATE - No.2 PT SYP • R��Hf'•. .a i w,• AT 6" O.C. HARDWARE STUDS: SPH4/6 W/(10)8d TOP AND BOTTOM OF EVERY v ` �' ' .• �,,''� OTHER STUD AND EVERY HEADER KING - h OR BEA TI BELOW STRAP SAME STUDS TO WOOD WALL T vo OR BEAM BELOW WITH CSIb W/120n0d. � BOTTOM PLATE: 1/2" ANCHOR BOLTS AND 2" SQUARE SCALE: 1/4" = 1'-0" WASHERS At 32" O.C.t0 SLAB,CMU WALL,OR ICF WALL. WarreirrV:-Qart(rga�ii PE;Nb'�B�3�..� MASONRY AND LOGIX LINTELS m31 1st 00 FALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/I5 (UNO) WALL f � INS FLAN TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH 5 CONTINUOUS 1211 BEYOND OPENING. SCALE: 1/4" = 1'-0" LOGIX LNTELS SHALL BE MIN 12" DEEP WITH 5 BOTTOM BAR AND 03 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX ST2 WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2)ROWS 1/4" X 411 LONG TAPC0NO AT 1211 O.C. 6TRUCTURAL <E T-NOTES: A8"x8" DEEP THICKENED EDC SYP BEARING BLOCK AW/(1)04 CONT & FASTENED TRUSS W/12d COMMON NAILS. USE (2) +� ROWS 0 3" O.C.FOR 2x4 12" DEEP FTG WN'4 a 12" BLOCK OR !3)ROWS + 3" (2)SIMPSON HTTI6 I Iq M 64 EW UNDER BOX COLUMN OAC.FOR 2x6 BLOCK (q " AT TOS TO WALL - IIIII mm :3TOS (1)EA SIDE OF TOS. IIIII TOS IIIII IIIII Q Q . � 16"SQ42" DEEP FTG W/ TOP PLATE SPLICES t0 BE �_ G (3)04 EW BRIDGED W/(2)MSTA24 W/(18) I ------------------------------------mu-------------- ------------------ I 10d COMMON EACH, ll) � .-. Qj IZ 1z I I i IIIII i STRAP EACH FACE OF WALL. Z Z 11-1 I I I I 24"SQx20" DEEP FTG W/ LU V IIIII (L -� IIIII O 'Q I I � (3)04 EW FASTEN MEMBER TO HEADER � TIO TO WALL PLATE IIIII j i i IIIII i & OR BEAM W/HTS W/(20) 10d U Q) W/(3)SIMPSON H5IIIII I I I IIIII I OR EQUAL CONNECTOR 111 HTT16 TO I I 30"SQx20" DEEP FTG W/ IL IIIII I TO WALL +' I IIIII I 0 (4)"4 EW APPROVED BY EOR RATED (L Q� 5 I I I FOR 1,450 UPLIFT (Cd■lb0) IZ IIIII , I I IIIII , cQ =_ IIIII I I Toro I IIIII I 36"SQx20" DEEP FTG W/ lu '} - - - - -- - - -- - -- - - -- - -I =__ - - I - - -- ---- -- -- - --- - --- --- _ I TO& FASTEN MEMBER TO HEADER 0 = = = = == = = == = == = = == = ___ = = == ==== == == = = == ==== === _� -- l4�'4EW Q I - T -- OR BEAM W/l2)4TS W/(20) U IFS i ----- J IOdEACH OREQUAL V I I ,,'•. IIIII Iz I ,_%�_�,j IIII - - - - - - - - - - - - - - - - _ - _ ' A 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY z V Ca IIIII I , IIII — - - - - - - - - - - - - - (5)04 EW,T45 EOR,RATED FOR 2,900" ` I UPLIFT (Cd 1b0) ST5 IIIII I ST5 IIII - - - - - - - - - — - - - - - - - - - - � o Dm z I/2" ALL-THREAD DRILLED FASTEN MEMBER TO HEADER L r() j I i IIII i t EPDXIED W/2" SQUARE OR SEAM W/!3)HTS W/f20) ra N WASHER MIN 6" EMBEDMENT I0d EACH OR EQUAL v � SQUIRED w EACH END CONNECTOR APPROVED 5Y OF OPENING EOR RATED FOR 4,3500 } 0 ------- ' UPLIFT (Cd■IbO) _ O � ca ca 0 IIIII ; 1z ; — - - - - - - - 0 m IIIII G'.ONTINuous I IIII _ _ _ _ _ _ _ _ (L �- IIIII DOWN TO 2 IIIII SLAB I — — — — — — I I I I I I I W H II I x --------------------------ll�---- 15,9 �, I - - - - - - I I I I I I I = L EGEND AND FRAMING ING NOTE6: . IIIII I I IIII I I I I I I I � � INTERIOR BEARING WALL �J _ _ a4r=ADER FRAMING IIII - - - - - - - - - - - - - - - , a 12)2x6-1/2 - HEADER/BEAM CALL-OUT IIIII cn O IIIII N 3 NUMBER of KING STUDS EACH SIDE of OPENING T10Q IIIII IZ I I IIII - - - - - - - - - - - - - - - - NUMBER OF JACK STUDS EACH SIDE OF OF'ENING LL AM ma BY TRUE TRUSS A50VEIIIII I BIB& W I I BEAM 518 BY TRUE TRUSS IIII I SIZE OF HEADER MATERIAL (NO.2 SYP) lu I I - - - - - - - - - - - - - - - - I O NUMBER OF PLIES IN HEADER I------------------ ` — — — — — — — — — — — — — — I O U I (2)2x6-112 IZ t� I I ______ r— - _ I LL •ALL EACH OADER JACKS WITH n`AND KINGS SHALL BE FASTENED TO L------------- ----- I } z I L------------ � L I - - - - - - - - - - - - - - - - - I -1 d. IZ , r , A •IF BUTT JOINT IN PLATE OCCURS OVER HEADER CONNECT DBL �J n, (2)2xb-1/2 IZ i m I �� L- - - - - - - - - - - - - - - - - I TOP PLATE 70 HEADER WITH SP44/6 W/(10)5d EACH Q) SIDE OF 51 I �� r i BUTT JOINT. > 0 L- - - - - - - - - - - - - - - - - I •WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS r I - OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW I _ _ __ - ---- ---- -- -- --- � -_ __ CONNECTING BOTTOM PLATE TO SLAB. --- - -- - -- ---- - -- - T03 ��` -- -- - --- - --------- -- - -- -- -- 703 • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD (� (2)2x6-1/2 IZ I US DROWN TO i �� I HIGH UPLIFT CONNECTIONS � 2 SLAB ttl 5I9 , i j PLACE SCUD GROUP UNDER TRUSS SPECIFIED ON PLAN. 2 519 I O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). r HTTI6 T03 i ,�' I CONNECT TRUSS t0 TOP PLATE WITH (2)LGT2 W/(28A6d SINKERS TO WALL I % j OR (3)HTS W/(20AOd. IF USING LGT2 ON SINGLE PLY TRUSS, n, i APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG WKI&Abd. I PLACE ATC WITHIN 3" OF STUD GROUP. y :3CONNECT ALL TRUSSES I I EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. yt-� t0 5EARNG PLATE WITH 2 I I OU55TITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3;000 I , (2)SIMPSON H5 OR(1) ST5 �---- UPLIFT (Cd-lb0)ACCEPTABLE IF APPROVED BY EOR �I ST5 I I SIt'1PSON MTS12.(UNO) I I I I } I II I IZ l2)2x6-1/2 HTTI& tml , i i i i O PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN 1 I TO WALL I , I I I 3 NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). `---- OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, I I L_ _j CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 W/(28)1(2d SINKERS ff I I APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/(IbAbd. -I}--� I i j PLACE ATG WITHIN 3" OF STUD GROUP. — _ luI to ALL FL owa ARE 111575" DEEP CJI PRO 150 I-JOISTS AT 24" EMBED ALL-THREAD Z" IN STEMWALL APPLICATION. I IZ l2)2xb-I/2 I i j I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,'185• * - -- - L-- - --- - ---- - -- - - ---i=== -- I - - -- - - WITHSIMPSONIUT211ATHUNGCONNECTIONS -- -- - - m ___ _ ____ _ __ _ _ ___i--- -- , _ - _ -_ - _ = UPLIFT (Cd■lb0)ACCEPTABLE IF APPROVED BY EOR LLI m I I T01 } 911 " 1iT" 7ffr Ili 1Tf' -"1fF= `i11� 7Tf- 1f� 97� '1TrT01 I I 1 I I I I 1 I I I I ® PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. 3 i m I 1 1 I I I I 1 I 1 I NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). Tll 3 i ST5 j j I 1 I 1 I I I I I I I CONNECT TRUSS t0 STUD GROUP WITH (2)LGT2 W/12wbd SINKERS THESE eTR�cTURAL DRAWINcss W l OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, Ip !3)2x8-I/3 EZ (3)2x8-1/3 E4 I I 1 I 1 I 1 I I I I I APPLY 48" LONG SCAB t0 BOTTOM CHORD AT BRG W/(16JI6d. WERE PRs=PSD r THE GONSTRIJCTION OF THE PROJECT I ________ J____ --___L-� CONNECT STUD GROUP TO BEAM BELOW WITH (3,MSTA24 W/(18AOd pEgG�eED IN THIS TITLE 15LOCK SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200" I I UPLIFT (Cd-Ib0)ACCEPTABLE IF APPROVED BY EOR A ASE INTENDED TOMI$o 2x8 Pr No. 2 SYP i I 1 I 1 I I 1 1 i NOT i'ERt"Irr coNSrra�cnoN 2x8 PTE LEDGER FASTENED 2 SYP LEDGER FASTENED TO t0 FRAMING WITH I BLOCKING I I I I � PLACE SCUD GROUP UNDER TRuss SPECIFIED ON PLAN. IurH THESE PLANS BY AN 519 2 (2)ROWS SIMPSON I I I I I I I I I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). OUNER-511ILDER OR OTHER FRAMING WITH SDS 1/4x6 SCREWSI -1- I CONNECT TRUSS TO STUD GROUP WITH (ULGT2 W/(28Abd SINKERS UNLICENSED NLICEND BUILDER (2)ROWS At 8" O.C. I -� --� -+ —1— - I OR (2)HTS W/(20A0d. IF USING LG72 ON SINGLE PLY TRUSS, (2)2x12 SIMPSON I 1 1 1 1 1 1 1 1 j APPLY 48" LONG SCAB TO BOTTOM CHORD AT Bas W/(lb)l6d. S08I/4x6 (2)2x12 I 1 I I I I CONNECT STUD GROUP TO BEAM BELOW WITH (2,MSTA24 W/08)IOd BW1 co w SCREWS AT co I I 1 I I I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,785" x x 8" O.G. x I I I I I I I I I i UPLIFT (Cd-1.60)ACCEPTABLE IF APPROVED BY EOR HGus28-3 rTYP i I I I I I I I I i Consulting Inc (PAINT W/ RUSTOLEUM) 1 I 1 SPEARWALLS THE WALL SHEATHING MATERIAL, SHEATHNG FASTENING,AND HARDWARE SPECIFIED IN THESE PLANS COMPRISE THE LATERAL LOAD MWFRS. 1 1 I I I I I i BECAUSE OF THE HIGHLY CUSTOMIZED NATURE OF THIS RESIDENCE, `--------- -�--1- I I I I `--,-- ------- J APPt�PRIA HEARWALL CONSTRICTION AND CALLOUTS ARE NOT (2)2x12 (2)2x12 A (2)2x12 (2)2x12 I I 1 1 HUS212-2 (TYP) (PAINT W/ (2)2x12 RUSTOLEUM) BLOCKING 3 WOOD FRAME BEARING WALLS iT5 EXTERIOR WALLS ARE 2x6 (UNO) 2x8 PT No. 2 SYP DECK JOISTS AT 16" OAC. INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS rUNO) DBL TOP PLATE - No.2 SYP STUDS - No. 2 SP1= AT 16" O.G. *11: 1jj ��V d BOTTOM PLATE - No. 2 P7 SYP , HARDWARE STUDS: SP144/6 W910)8d TOP AND 50TTOM OF EVERY z aOTHER STUD AND EVERY HEADER KING ALTERNATIVELY: SCRAP SAME STUDS TO WOOD WALL2riIclI FLOC WALL F F A� I N � f=LAN r 6 FL FLOOF, F fRA 1'0--1 f NG FLAN. OR BEAM BELOW r WITH CSI6 W/l2O)10d. �;f;• a � �rj F`;•'��` .� BOTTOM PLATE: 1R" ANCHOR BOLTS AND 2" SQUARE y''••:. ..••' �� SCALE: I/4" I'-0" WASHERS At 32" O.C.t0 SLAB, CMU WALL, OR ICF WALL. Warren.V seri jdMf��l� &C-ALE: 1/4 1-0 PE No 4rrm3 "'", MASONRY AND LOGIX LINTELS ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/115 (UNO) TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH 65 CONTINUOUS 12" BEYOND OPENING. LOGIX LINTELS SHALL BE MIN 12" DEEP WITH S BOTTOM BAR AND 03 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX ST3 WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2) ROWS 1/4" X 4" LONG TAPCONS AT 12" O.G. STRUCTURAL KE"I NOTES: I ES= 8"x8" DEEP THICKENED EDGE OZ SYP BEARING BLOCK 11111709 � -- ---- T� -- --- - ---- -� ' AAW/(IrFASTENED TRUSS W/12d 4GONT \ IIIII I I COMMON NAILS. USE (2) <1 IIIII ------------------ ---------------------- ------------- --------- ------------------ I ROWS 0 3" O.C.FOR 2x4 N r------------------------ -------------m1i-------------- i \ i I I2" DEEP FTG W/•4 a 12" BLOCK OR (3)ROWS a 3" II m m 0 IIIII (2)2x6-I/2 i i \ IIIII I 1 EW UNDER BOX COLUMN O.C.FOR 2x6 BLOCK (p O ' 11111 1z I I \ 11111 I --44�� IIIII i i \\ IIIII 1 j I 16"SQx12" DEEP FTG W/ Q TOP PLATE SPLICES TO BE O Q LL IIIII i i \ IIIII I ; I 0 (3)04 EW 5RIDGEP WIM MSSt10el COMMON {A2 W/(18) Z -Z � � IIIII i i \ IIIII STRAP EACH FACE of WALL. � � � IIIII I I I A 24"SQx20" DEEP FTG W/ U Q 70_6 IIIII• - --__ -- - Ii T061 l3�'4EW FAStENMEMBERtOHEADER II Uj (� S � OR BEAM W/HTSW/(20)104 II U_ _ - ---- - p- P=" , I — — —T — OR EQUAL CONNECTOR i 30"50x20" DEEP FTG W/ (a = cn I � i APPROVED BY EOR, RATED IIIII 1 _ _ - - � — � W04 EW U_ '- I f`�I I E FOR 1!i50•UPLIFT IF7 (Cd■Ib0) � � O � IIIII <1 — — — — — IIIII - - - - - - - - I I 11111 HGUS414 ; 3 ST5 j r�� , I I 36"SQx20" DEEP FTG W/ Q FASTEN MEMBER TO HEADER O v ST5 , IIIII , , IIIII +8 I w WP4 EW _ i w i , I w L OR BEAM W/(2)HTS WK20) U _ _ 10d EACH OR EQUAL U rQ IIIII I I IIIII , 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY ` IIIII i 11111(2)2x12 1 — — -' , A UPLIFT (cd=1608 2,900• D� IIID I — --- - -- - - -- - - �I — _ _ - - - - - - - - -} 1� (>;r4EW,T�B � ,� FASTEN MEMBER TO HEADER L m N 1 EPDXIE ALL-THREAD QUARE DRILLED A OR BEAM W/(3)HTS WK20) U IIIII i IIIII '7 �� I WASHER MIN.6" EMBEDMENT 104 EACH OR EQUAL } O In 07 I CONNECTOR APPROVED BY v "� 111 I jL+� _ I REQUIRED a EACH END EOR, RATED FOR 4,3500 � X III ti J 01= OPENING UPLIFT (Cd=Ib0) ^� I J= (2)2x6-I/2 i III ` � , — — � L ALL RAFTERS DRAWN ARE ' 111 I I I I I I I 1z LU I \ \ 2x6 No. 2 SYP At 24" O.C. (13 13 01 - - - - _ J W11_851.126 AT TRUSS TOP� � I CHORDS AND RIDGE BEA MS. (L I IIIII a� _j LEGEND AND Fi`AM INN NOTE& IIIII z , , i I IIID I IIID_ _ _ _ _ _ _ _ _ _; INTERIOR BEARING WALL I i l2)2x12 LOWER RIDGE PASSES UNDER z LVL MAIN RIDGE. HANG LOWER RIDGE DR FRAMINC� — - - - _ E FROM UPPER RIDGE LVL W/(2)THA222-2. -----------------�` 3 ----------------��` I I I (1)EACH FADE OF MAIN RIDGE. 12nx6-IR - HEADER/BEAM CALL-OUT ` J L___________________� J _ I I NUMBER OF KING STUDS EACH SIDE OF OPENING - �`� I a 1 1 7 I 35"x 14" MICROLLAM RIDGE (23' LONG NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 HCsUs41 IX ' `� I w SIZE OF HEADER MATERIAL (NO.2 SYP) I I WITH 2-POINT SAG HUNG At EACH END) v I NUMBER OF PLIES IN HEADER — �' — J - - - - — — — — — — — — — - - - - — 703 `� I — —— — —— —— — —, — — — -- =ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO n� --- Tm3 = = =EACHOTHERWITH (8)12d. — — — ——— — — — — — — — — — —— —— - - — —— — —— — — — — ——— — — — \J ----- I IF Eu1tt JOINT IN PLATE OCCURS OVER HEADER CONNECT DBL TOP PLATE TO HEADER WITH SPH4/6 W/(10)8d EACH SIDE OF BUTT JOINT. =WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS �— U OR REDHEADS W/ 1-1/2" DIA WASHERS At 48" ON CENTER UNDER WINDOW C CONNECTING BOTTOM PLATE t0 SLAB. -*� o IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD f(11 CONNECT ALL TRUSSES i I 1 ; NIGtN UPLIFT CONNECTIONS j TO BEARING PLATE WITH I I I PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. I (2)SIMPSON H5 OR(1) 2 , I ' r---- SIMPSON MTS12. (UNO) 1 I r---- 2 NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I r--� CJ'J F7 I I I I r---� CONNECT TRUSS TO TOP PLATE WITH (2)LGT2 W/(28nbd SINKERS Q) ST5 I I I I I ' ' ' OR(3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, APPLY 48" LONG SCAB TO BOTTOM CHORD AT BAG W/C16)Ibd. Z ' I I PLACE ATG WITHIN 3" OF: STUD GROUP. ' I L--J EMBED ALL-THREAD 12" N STEMWALL APPLICATION. ( �1 I `---- SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 } UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR , I OPLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). ' - - --- -- -- - - - - - _� -- I 1 =__ _ ___ ___ _ __ __ ___ _�_ = CONNECT TRUSS TO TOP PLATE WITH (I)LGT2W/(28A6dSINKERS v — — — — I I — —— — — — —— —— —— ——— — —— — — — —— — 701 OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, 1701 I J L — — — J APPLY 48" LONG SCAB t0 BOTTOM CHORD AT BRG W/(16)l6d. 1 , 1 n PLACE ATC WITHIN 3" OF STUD GROUP. (2)2x8 No.2 SYP RIDGE ' 3 i Q EMBED ALL-THREAD 7" IN STEMWALL APPLICATION. (� Ca ST5 ' ' W/Ht1S28-2 EA END I .p SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1, 85• — — — — — — f3)2x8-I/3 IZ I — — — — — ; rL — — — — — — — — — — — — "'I cv UPLIFT (Cd=Ib0)ACCEPTABLE IF APPROVED BY EOR ------ ------- 1 — — — —— PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. I I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). THESE STRICTUR4L DRAWNGS CONNECT TRUSS TO STUD GROUP WITH (2)LGT2 W/(28,M6d SINKERS WERE�P�D�� CONSTRICTION OF THE PROJECT I OR l3JHt5�W/CZ0)10d. IF USING LGT2 ON SINGLE PLY TRUSS, DESCRIBED IN TE►IB TITLE BLocK I I I APPLY 48 LONG SCAB t0 BOTTOM CHORD AT BRG W/(16J16d. I j I j CONNECT STUD GROUP TO BEAM BELOW WITH (3XISTA24 W/(18)10d AND ARE INTENDED FOR USE BY SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 A LICENSED CONTRACTOR DO m 'R i ' I ' UPLIFT (Cd■1.60) ACCEPTABLE IF APPROVED BY EOR Plot}'ERt'1It CONSTRICTION x s'' I I I � IUtH THESE PLANS BY AN ' V4 I I OWNER-BUILDER OR OTHER PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. UNLICENSED BUILDER NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I I (z)2x8 I CONNECT TRUSS t0 STUD GROUP WITH (1X6 GT2 W/C28� d SINKERS (2)2xB I I OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, �,� APPLY 48" LONG SCAB TO BOTTOM CHORD At BACs W/(lb)lbd. CONNECT STUD GROUP TO BEAM BELOW WITH (2)1STA24 W9I8)10d I I ' SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,188• Consulting Inc m i I i UPLIFT (Cd=1.60)ACCEPTABLE IF APPROVED BY EOR � n X I , I ----------------- ----------------- L----------------- -----------------J1 � SHEARWALLS L,,,,,, 2)2x8 I THE WALL SHEATHING MATERIAL,SHEATHING FASTENING, AND HARDWARE SPECIFIED IN THESE PLANS COMPRISE THE LATERAL LO5ECA.USE OF THE HIGHLY CUSTOMIZED NATURE AD MWFRS. 3 1 STANDARD SHEARWALL CONSTRUCTION AND CALLOUTS ATHIS CRE, E NOT ST5 APPROPRIATE. WOOD FRAME SEARING WALLS EXTERIOR WALLS ARE 2x6 (UNO) INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS (UNO) rOI 00 WALLFfRA�IING; FLAB � � ®I � � 00 � �00� � ��� ING FLAN • . , ...y,,f DBL TOP PLATE - No.2 SYP • . "�r,. STUDS - No.2 SPF AT I6" O.C. �. \.t�1..111'.�,�•,., SCALE: 1/4" = 1'-0" BOTTOM PLATE - No.2 PT SYP '� °� "� '(E '•.•.?'�, .- SCALE: 1/4" 1'-0" '� 4 •, HARDWARE STUDS: SPH4/6 W/00)15d TOP AND BOTTOM OF EVERY OTHER STUD AND EVERY HEADER KING :► �' ~ �: ALTERNATIVELY: STRAP SAME STUDS TO WOOD WALL '0 o ti OR BEAM BELOW WITH COWS, W/(20)10d. ,j+ c3 F•H�eti ,.. �o BOTTOM PLATE: 1/2" ANCHOR BOLTS AND 2" SQUARE rren V. Ge�rtgAn• WASHERS AT 32" O.G.TO SLAB, CMU WALL, OR ICF WALL. PE Nb,.,08C"pj m3/04/�nun ,. MASONRY AND LOGIX LINTELS ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/I5 (UNO) TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH •5 CONTINUOUS 12" BEYOND OPENING. LOGIX LINTELS SHALL BE MIN 12" DEEP WITH 05 BOTTOM BAR AND 3 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ST4 ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2)ROWS 1/4" X 4" LONG TAPGONS AT 12" O.C. 1/16" OSB FASTENED TO FRAMING 1116" 085 FASTENED TO FRAMING W/Sd AT 3" O.C.ON EDGE AND 6" W/8d AT 3" O.C.ON EDGE AND b" OL. IN FIELD. O.G. IN FIELD_ ROOF TRUSSES BY TRUE TRUSS ROOF TRUSSES BY TRUE TRUSS -1/16" OSB FASTENED t0 FRAMING W/8d At 3" OAC. ON EDGE AND 6" 2x4 No.2 SYP RAFTER TAIL SCABBED TO EACH (2)2x8 No.2 SYP RIDGE W/HUS28-2 EACH END GABLE BRACING PER DETAIL. OAC. IN FIELD. TRUSS WITH 36" LAP AND (12)12d CARRYING 2x6 No.2 SYP RAFTERS AT 24" ROOF TRUSSES BY TRUE TRUSS -1/16" FRAME GABLE OVERHANG x/16" OSB FASTENED TO FRAMING 2x4 No.2 SYP BRACE W/(5)12d EACH END m m O.C. TRUSS t0 PLATE - SIMPSON H5 W/8d AT 3" O.C. ON EDGE AND b" 7/16" OSB FASTENED t0 FRAMING .d- O.C. IN FIELD. SIMPSON A35 AT EACH CLG JOIST PLATE 70 WALL WITH 1/2" ANCHOR C. At 3" O.C. ON EDGE AND 6" IN FIELD. O LL � BOLT OR ALL-THREAD WITH Co" 2x8 NoZ SYP BLOCKING BETWEEN EACH TRUSS 2x4 No.2 SYP CLG JOIST W/HU24 EA END O EMBED AND 2" SQUARE WASHER S 16 W/(12A0d At 32" O.C. Z At 32" OAC. 2x4 No. Z SYP CONTINUOUS LEDGER FASTENED LLI TO TRUSSES AND BLOCKING WITH 12d AT 3" O.C. c6 BEAM 519 AND HANGERS BY TRUE TRUSS v (Q )� =! ROOF TRUSSES AND GIRDER BY TRUE TRUSSm CD PT No. Z 2x10 PLATE 1/16" OSB FASTENED TO FRAMING •� W/8d AT 3" OZ. ON EDGE AND 6" iL v (2)P4 CONTINUOUS OAC. IN FIELD. V O 04 VERTICAL At I6" OZ, N EA TRUSS TO TOP PLATE - SIMPSON H5 � U ca CORNER AND EACH SIDE OF z EACH OPENING. (2)2x6 No. 2 SYP TOP PLATE CONNECTED 1271x6 No. 2 SYP TOP PLATE CONNECTED • AG 32" O.C. TO EVERY OTHER STUD AND EVERY HEADER TO EVERY OTHER STUD AND EVERY H CONNECT PORCH BEAM TO WALL C271x8 No.2 SYP PORCH BEAMS L m 4 HORIZONTAL SPACEDKING STUD WITH SPH6 W/00)8d. KING STUD WITH SPH6 W/(10)Bd. +' "� LOGIX 4" CORE IGF WALL Witl{ HGUC28-Z_ PLACE TRIPLE L STUD IN WALL AT CONNECTION PORCH SEAMS T1 POSTS WITH U LOCATION. l2JMSTAZ4 W/120�0d. (3)2x8 No.2 SYP HEADER WITH 1 JACK AND 3 KING STUDS EACH SIDE (AT DOO POST t0 (3)2x8 JOIST WITH O l() 67 WCS16 W/C1270d. > v 3/4" TtG PLYWOOD FLOOR DECK 2x6 No.2 SPF STUDS AT I6" OL_CONNECT 2x8 DECK FRAMING O EVERY OTHER STUD AND EVERT' HEADER FASTENED t0 FLOOR FRAMING W/ m '� Q� 10d At 4" OZ.ON EDGE AND 12" O.C. KING STUD t0 2nd FL WALL FRAMING W/ 21CSI6 W/C24�0d FROM UPPER L 1J l IN FIELD. ALSO SCREW AND GLUE. CS16 W/(20)10d. SQUEAK-PROOFING OUTSIDE THE POST TO LOWER POST SCOPE R THE ENGINEER. 2x6 No. 2 SPF STUDS AT 16" O.C. 3/4" TtG PLYWOOD FLOOR DECK ROOF TRUSSES BY TRUE TRUSS �- FASTENED TO FLOOR FRAMING W/ II FLOOR TRUSS BY TRUE TRUSS -1/16" OSB FASTENED TO FRAMING 10d AT 4" O.C. ON EDGE AND 12" O 1/16" 085 FASTENED t0 FRAMING �{-- W/Sd AT 3" O.C. ON EDGE AND 6" IN FIELD. ALSO SCREW AND GLUE. W/Sd AT 3" O.C.ON EDGE AND 6" II SINGLE PT 2x12 LEDGER FASTENED OAC. IN FIELD. SGlUEAK-PROOFING OUTSIDE THE O.C. N FIELD. t0 WALL WITH (2)ROWS 1/2" DIA. SCOPE OF THE ENGINEER x 35" EMBED ALL-THREAD AND 2x6 No.Z SPF BOT PL 15" DIA WASHERS At 32" O.C. 3/4" TtG PLYWOOD FLOOR DECK (2)04 CONTINUOUS FASTENED t0 FLOOR FRAMING W/ 10d AT 4" O.C. ON EDGE AND 12" O.G. 04 VERICAL AT 16" O.C., IN EACH 3/4" TeG PLYWOOD FLOOR PECK IN FIELD. ALSO SCREW AND GLUE. n n CORNER, AND EACH SIDE OF FASTENED t0 FLOOR FRAMING W/ SQUEAK-PROOFING OUTSIDE THE ll�ll Jll' EACH OPENING. 10d AT 4" OL_ ON EDGE AND 12" O.C. SCOPE OF THE ENGINEER N U FIELD. ALSO SCREW AND GLU, 04 HORIZONTAL SPACED 32" O.C. SQUEAK-PROOFING OUTSIDE THE �y 2x6 No.2 SPF BOT PL SCOPE OF THE ENGINEER LOGIX 4" CORE ICF WALL CSIb W/(20JI0d STUD TO BAND BOARD AT EACH FLOOR TRUSS TO WALL- DEEP TJI PRO 150 AT 24" O.G. EVERY OTHER STUD AND EVERY HEADER WITH SIMPSON HTTIb_ WITH SIMPSON IUT211 AT TRUSS DO NOT COUNT COURSEWORK OR KING STUD. 2x10 PT No.2 SYP PL 5/4" x IIB-15" TIMBERSTRAND !271x12 No. Z SYP PORCH BEAMS MEASURE CEILING HEIGHTS FROM RIMBOARD CONTINUOUS STRUCTURAL DRAWINGS. REFER TO 2x10 No.2 SYP CONI BAND BOARD. ARCHITECTURAL RDRAWINGS FOR BAND BOARD t0 EACH FLOOR TRUSS (271x6 O No. Z SYP TOP PLATE PORCH BEAMS TO POSTS WITH ARCHITECTURAL r ` ELEVATION INFORMATION. WITH C516 AND (20)10d. 2x8 PT No. 2 SYP LEDGER FASTENED ,CID v 2x6 No.2 SPF STUDS AT 16" O_C_ TO FRAMING WITH (2)ROWS SIMPSON 3/4" TtG PLYWOOD FLOOR DECK 7116" OSB FASTENED TO FRAMING SDS 1/4x6 SCREWS At 8" O.C. FASTENED TO FLOOR FRAMING W/ W/8d AT 3" O.C.ON EDGE AND 6" CONNECT PORCH BEAM TO WALL +� 10d AT 4" O.G.ON EDGE AND 12" OAC. OL. N FIELD. WITH HGUGZI2-Z. PLACE TRIPLE IN FIELD. ALSO SCREW AND GLUE. SQUEAKPROOFING OUTSIDE THE BUTT WELD 1/2" ALI_ THREAD TO WI6 AT STUD M WALL AT CONNECTION SCOPE THE ENGINEER 24" O.C. AND EQWsa WITH Z" SQUARE WASHER LOCATION - AND NUT AT BOT PLATE -� FLOOR TRUSS BY TRUE TRUSS 2x10 PORCH FRAMING :3 2xb No.2 SPF BOTTOM PLATE CONNECTED 11 -) z SINGLE PT 2x12 LEDGER FASTENED TO EVERY OTHER STUD AND EVERY HEADER Q Q) SI WALL WITH l2)ROWS 1F DIA. KING STUD WITH SPH6 W/(10)I0d. POST t0 WALL WITH HTtl6 QI POST TO M x 6" EMBED ALL-THREAD AND FLOOR TRUSS BY TRUE TRUSS 3/4" ttG PLYWOOD FLOOR DECK (4))CSI6 Wj AO 1. JOIST WITH 15 DIA WASHERS AT 32 O.G. FASTENED TO FLOOR FRAMING W/ 12" U-BLOCK TIE BEAM WITH (2)"5 2& (2)04 CONTINUOUS 10d AT 4" O.C. ON EDGE AND IZ" OC. CONTINUOUS SQUEAK-PROOPWa OUTSIDE THE IN FIELD. ,4L80 SCREW AND GLUE. WATERPROOFING OUTSIDE r , 25" LAP MIN 04 VERTICAL AT 16" OL, IN EA THE SCOPE OF STRUCTURAL � U CORNER AND EACH SIDE OF SCOPE OF THE ENGINEER � EACI-I HORIZONTAL G. FLOOR TRUSS E TRUE TRUSS l� 4 HORIZONTAL SPACED 32OAC. DRAWINGSFORDETAILS. 05 VERTICAL AT I6" O.C„ IN EACH LOGIX 4" CORE ICF WALL CORNER AND EACH SIDE OF EACH OPENING. MK 2K 29 TI-ESE STRUCTURAL DRAWINGS DO NOT COUNT COURSEWORK OR PT 2x10 PLATE CONNECTED TO WERE PREPARED FOR THE MEASURE CEILING HEIGHTS FROM WALL WITH 1/2" DIAMTER x 6" CONSTFajCTtON OF THE PROJECT 12" 1350 PSI CMU WALL WITH STRUCTURAL DRAWINGS. REFER t0 WIbx61 36 1tel STEEL BEAM WITH 2x10 No.2 EMBED ALL-THREAD AND 15" DESCRIBED M T1418 TITLE CLOCK FULL BED TYPE M OR S GROUT ARCHITECTURAL RDRAWINGS FOR 1/4" EXPANSION JT SYP LEDGER FASTENED TO WEB WITH ( DIA WASHERS At 32" O.C. AND ARE INTENDED FOR USE BY AND 5a TRUSS TYPE JOINT ELEVATION INFORMATION. ROWS 5/8" DIAMETER A301 THROUGH BOLTS A LICENSED CONTRACTOR DO REINFORCEMENT BETWEEN EVERY 1 4" SLAB ON GRADE OVER 6 MIL AND 2" DIA WASHERS AT 24" O.C. STAGGERED 9"x14" 3000 PSI CONCRETE NOT PERMIT CONSTRUCTION OTHER COURSE. VAPOR BARRIER OVER TERMITE BEAM WITH (2)'5 TOP AND WITH THESE PLANS BY AN TREATED SOIL. 10" x 13" x 1" THICK 5RG PLATE WITH (4)3/4" BOT AND 02 STIRRUPS AT 7 OUNER-BUILDER OR OTHER 12" CMU U-BLOCK W/5 CONTINUOUS A325 BOLTS CONNECTING BEAM t0 PLATE OAC. UNLICENSED BUILDER N 6" X 8" SQUARE PATTERN CENTERED ON 45 STARTER BAR AT EVERY 4" SLAB ON GRADE (POOL DECK) COLLUMN (TYP TOP t BOT COLUMN) HU5210 EACH JOIST WALL VERTICAL - 25" LAP 1/4" FILLET WELD ALL THE WAY AROUND 16" DEEP x 36" WIDE CONCRETE B� S BAR WITH 12" BEND TOP AND CONNECTING BRCz PLATE TO COLUMN STRIP FOOTING W/(3)05 CONTINUOUS IN EACH ConsultingInc " O.C., CORNER AND EACH SIDE OF 5" DIAMETER x 3/8" WALL THICKNESS BEARING ON UNDISTURBED OR BOTTOM At 48 EACH OPENING. 36 kai STEEL COLUMN. PROPERLY PREPARED SOIL. 12" CMU J-BLOCK W/"5 CONTINUOTOP OF GARAGE CURB 25" LAP MIN 4" SLAB ON GRADE OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED SOIL. 05 BAR AT 16" OAC.AND IN EACH CORNER DO NOT COUNT COURSEWORK OR MEASURE CEILING HEIGHTS FROM 5 BAR WITH 12" BEND TOP AND STRUCTURAL DRAWINGS. REFER TO ' BOTTOM AT 32" OAC. AND IN EAG ' ARCHITECTURAL RDRAWINGS FOR CORNER ELEVATION INFORMATION. 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)"5 CONTINUOUS BEARING ON UNDISTURBED OR PROPERLY PREPARED SOIL. 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)"5 CONTINUOUS ,. �'•., `� BEARING ON UNDISTURBED OR PROPERLY PREPARED SOIL. • r m 10 A w '.: BOTTOM OF FOOTING MAX 2' r v� ,`;' a; J 4" SLAB ON GRADE OVER 6 MIL ABOVE BOTTOM OF POOL VAPOR BARRIER OVER TERMITE Warra'n','; F1 '��� TREATED SOIL. PE'' .dr�B03•'4�ti ;� 0EXTEfRIC UJALL 3/04'/05°A 0 BUJ XTE10f;z� WALr2 EXTEFN., 10F... WALL il ST5L SCALE: 1/2" I'-0" $'j'-�✓ SCALE: 1/2" . I'-0" WALE: 1/2 I 0 ST-5 C T` f 1 C4L Cq 3/4" TtG PLYWOOD FLOOR DECK 25" x 25" BENT 5 AT EACH WALL VERT f(1 �tl FASTENED TO FLOOR FRAMING W/ 10d AT 4" O.C.ON EDGE AND 1211 O.C. IN FIELD. ALSO SCREW AND GLUE. LOGIX 4" CORE ICF WALLJJL SQUEAK-PROOFING OUTSIDE THE SCOPE OF THE ENGINEER 12" J-BLOCK TIE BEAM WITH On Z -� FLOOR TRUSS BY TRUE TRUSS PT 2x4 SLEEPERS AT 16" OL. CONTINUOUS LL, v Q)LOGIX 4" GORE IGF WALL 4" SLAB ON GRADE OVER 6 MIL 5 VAPOR BARRIER OVER TERMITE 25" x 25" BENT AT EACH WALL VERT � � � TREATED SOIL. jL w DBL PT 2x12 LEDGER FASTENED 5 VERTICAL AT 16" OiC.AND IN EACH FASTENED OSB TO FRAMING Q- Q TO WALL WITH (2) ROWS 1/2" DIA DBL PT 2x12 LEDGER FASTENED CORNER a 3" O.C. ON EDGE,6" OAC. 2x4 8YP OUTRIGGER x 6" EMBED ALL-THREAD AND TO WALL WITH (2)ROWS In" DIA IN FIELD WITH 8d AT 24" ON CENTER r CLIP TO GABLE TOP 15" DIA WASHERS AT 16" OJC. x 6" EMBED ALL-THREAD AND 4" SLAB ON GRADE (POOL DECK) INGCHORD WITH H8 W/(10)Bd. (L '� U x/1 1Z U-BLOCK TIE BEAM WITH l2 15 DIA WASHERS AT 16 OL B OC ET CONTINUOUS EDGES WITHIN 4' — — 6" OSB OF GABLE TRUSS U � :3mm z: V Ca 25" LAP MIN BLOCK z � 5 VERTICAL AT 16" O.C., IN EACH 12" U-BLOCK TIE BEAM WITH (2)05 OUTLOOKER5 EN =' m COMER AND EACH SIDE OE CONTINUOUS GABLE TOP EACH OPENING. CHORD U 25" x 25" BENT 5 AT EACH WALL VERT 12" 1350 PSI CMU WALL WITH FULL BED M12" 1350 PSI CMU WALL WITH 5 VERTICAL AT 16" O.C., IN EACH' AND g TRUSSETYPERJOINT.9 G�t L-BRACE ON } v X FULL BED TYPE M OR S GROUT CORNER AND EACH SIDE OF REINFORCEMENT BETWEEN EVERY _ AND TRUSS TYPE JOINT GABLE VERTS AS REINFORCEMENT BETWEEN EVERY EACH OPENING. OTHER COURSE. SPECIFIED BY TRUSS %- CaOCHER COURSE. 12" 1350 PSI CMU WALL WIT MANUFACTURER t� DO NOT COUNT COURSEWORK OR H 5 STARTER W/12" BEND AT EVERY MEASURE CEILING HEIGHTS FROM FULL BED USS M OR S GROUT WALL VERTICAL - 25" LAP STRUCTURAL DRAWINGS. REFER t0 0 AND 9g TRUSS TYPE JOINT (L `' ARCHITECTURAL RDRAWNGS FOR REINFORCEMENT BETWEEN EVERY ABLE TRUSS ELEVATION INFORMATION. OTHER COURSE. TREAT EXTERIOR OF WALL WITH 5 STARTER BAR AT EVERY WATERPROOFING (DESIGNED BY WALL VERTICAL - 25" LAP OTHERS) 05 BAR WITH 12" BEND TOP AND BOTTOM AT 48" O.C, IN EACH CORNER,AND EACH SIDE OF 5 STARTER BAR AT EVERY CLIP END OF EACH OPENING. WALL VERTICAL - 25 LAP TO[SABLE SOTT CHORD LATERAL BRACE D WITH (2) H25 W/(8)Bd. 12" CMU J-BLOCK W/5 CONTINUOUS 5 BAR WITH 12" BEND TOP AND BOTTOM AT 48" OL, INE BOTTOM OF FOOTING MAX 2 CORNER AND EACH SIDE ABOVE BO OM OF POOL EACH OPENING. 12" CMU. J-BLOCK W/"5 CONTINUOUS Dq4 GABLE BOT CHORD. U PG 5 FASTEN t0 COP PLATE {� 2x4x8' SYP LATERALITH�l W/10d TOE NAILS AT llf� BRACE 6 48". (2)lbd t0 STUD WALL (8) 8" ON CENTER �-/ n` THROUGH BRACE INTO 10d Alt WITH (8) �(J EACH TRUSS BOT CHORD 10d AT 48 O C. GASLE END SRACING DETAIL CID -+� 16" DEEP x 36" WIDE CONCRETE 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)5 CONTINUOUS STRIP FOOTING W/(3)5 CONTINUOUS BEARING ON UNDISTURBED OR BEARING ON UNDISTURBED OR PROPERLY PREPAID SOIL. PROPERLY PREPARED SOIL. nn`` 4" SLAB ON GRADE OVER 6 MIL Q1 - -� VAPOR BARRIER OVER TERMITE -iF- Z TREATED SOIL. (--4�FOUNIDATION 5ECTION. < SCALE: In" • I'-0° v 3 ST5 THESE STI;=TURAL DRAWINGS (2)05 TOP AND BOTTOM WERE PREPARED FOR THE 3000 FIB[ CONCRETE FRAME CONSTRUCTION OF THE PROJECT STIRRUPS NOT SHOWN FOR DESCRIBED N THIS TITLE BLOCK CLARITY. SEE OTHER SECTIONS AND ARE INTENDED FOR USE SY Do 25" x 25" BENT 5 AT EACH FRAME BAR FOR COMPLETE INFORMATION AN IITT FEWICENSW CONTCONT TGTlON 25" x 25" BENT 45 AT EACH FRAME BAR UTH THESE PLANS BY AN OLINER-BUILDER OR OTHER UNLICENSED BUILDER 2K 2K FLOOR TRUSSES BT TRUE TRUSS BWl W16 STEEL BEAM PT BRG PLATE onsulhng Inc BUTT WELD 04 x 30" AND LAP WITH WALL REINFORCEMENT (TYP 4 SHOWN) ICF WALL - DISCONTINUE A STEEL FRAME/COLUMN 5" STEEL PIPE COLUMN TOP OF GARAGE CURB (4)5 WITH 12" 14J05 WITH 12" BIND BOTTOM BEND BOTTOM BENDBOTTOM AND COP (TYP) (TYP) °D o m � Warcsr`lvbac PE 16" DEEP x 36" WIDE CONCRETE STIRIP FOOT A ST / WALL L V 'PROPERLY IPREPAStED SOIL.CONTINUOUS BEARING ON UNDISTURBED OR ELEVATION. ST-(o SALE: 1/2" = 1'-0" �-ro SCALE: 1/2" • V-0" MAP SHOWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19th STREET (A 40 FOOT RIGHT OF WAY) WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY); THENCE SOUTH 03'19'00" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03'19'00" EAST, AND ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 50.06 FEET; THENCE SOUTH 89'29'00" WEST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF 100.00 FEET TO THE EASTERLY LINE OF LOT 20, BEACHSIDE AS RECORDED IN PLAT BOOK 42, PAGES 14, 14A, 148 AND 14C OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'19'00" WEST, ALONG THE WESTERLY LINE OF SAID LOT 20 AND THE WESTERLY LINE OF LOT 21 OF SAID BEACHSIDE, A DISTANCE OF 50.06 FEET; THENCE NORTH 89'29'00" EAST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. 118' PVC I I SANITARY MANHOLE #2 19TH STREET 10' PVC- - = — CENTERLINE \\ 40' RIGHT OF WAY (PAVED) POINT OF REFERENCE 10" PV\ WOOD POWER POLE N1I NTH BENCH MARK #2 EDGE OF PAVEMENT ELEVATION-25.71 CLEAN CONCRETE WALK 4 — — C I -- ° .2' --0.4* (100.00') 0.3' �? 1.0' WIDE, 5.0' HIGH WOOD ROCK WALL I ! FENCE WITH CONCRETE WALL I INSIDE tZ ? IC m 1 O I oN 1 VACANT ci 'll LOT 21 '' o Z I POINT OF BEGINNING I �o � Im- w Iz J -O I -0 A coW coil , N89"29'00"E 100.00' METER �Z , 70 o m Ln ON -CO-ei• y S�NA 21.9' +4T,4 21.0' N 27.5' sZ_ OO FINISH FLOOR=18.1 FINISH FLOOR=27.7 =�O?GvDLIVING AREA GARAGE a ENTRY AREA cmRETE-DRIVEv 7 lT�-J- ct i.Ln m O F� w FOVNDAFION COo D D mD Z� I I O -� � D CC Ln = C° f m I 25.2' 22.51O° O O O (nrn m o m -p = I I r. N D w O oO / o n 20.2, 25.9' O 4 a. O I o "� C 1.0' WIDE BLOCK 1'1 <• 1 " 1 � O HEADWALL I r1 v / D 5' WOOD FENCEI EDCOAE1r C-Ro GE OF z S89929'00"W 100.00' I P I CONCRETE � I � I LOT 20 I I NOTES: —THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FOUNDATION LOCATION ONLY. —BEARINGS BASED ON WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE BEING S03'19'00"E AS PER BOATWRIGHT LAND SURVEYORS DRAWING NUMBER: 2003-1555, DATED: JANUARY 5, 2004. THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN RUSTY & AMY PRITCHETT; EVERBANK. FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD '' �;, 6 O I PLAIN) AS WELL AS CAN BE DETERMINED FROM THE `.',�� .���..j. "FLOOD INSURANCE RATE MAP COMMUNITY—PANEL `: `' �► f�;�y�:, NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR = 1 1.3fC95 ATLANTIC BEACH, FLORIDA. ; Y � "NOT VALID WITHOUT THE SIGNATURE AND THE Y ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DONN W. BOA �TO WIT SURVEYOR AND MAPPER." FLORIDA LIC. SURfl?YQ FLORIDA LIC. SURV '. MAPPER No. LS 3295 NG+& M1A FOUNDATION: JUNE 29, 2004 9 m,d'BUSINESS No. LB 3672 CHECKED BY: DATE: DRAWN BY: CSK BOATWRIGHT LAND SURVEYORS INC: ! JANUARY 5, 2004 FILE: 2004-0849 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET_1 OF_1 XREF: 2003-1555\CSK MAP SHOWING SURVEY OF A PART OF GOVERNMENT LOT 3, SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF REFERENCE, COMMENCE AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF 19th STREET (A 40 FOOT RIGHT OF WAY) WITH THE WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE (FORMERLY GARAGE APPROACH ROADWAY, A 25 FOOT RIGHT OF WAY); THENCE SOUTH 03'19'00" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE, A DISTANCE OF 50.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 03'19'00" EAST, AND ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 50.06 FEET; THENCE SOUTH 89'29'00" WEST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF 100.00 FEET TO THE EASTERLY LINE OF LOT 20, BEACHSIDE AS RECORDED IN PLAT BOOK 42, PAGES 14, 14A, 148 AND 14C OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH 03'19'00" WEST, ALONG THE WESTERLY LINE OF SAID LOT 20 AND THE WESTERLY LINE OF LOT 21 OF SAID BEACHSIDE, A DISTANCE OF 50.06 FEET; THENCE NORTH 89'29'00" EAST, PARALLEL WITH THE SOUTHERLY RIGHT OF WAY LINE OF SAID 19th STREET, A DISTANCE OF 100.00 FEET TO THE POINT OF BEGINNING. 118' PVC I I SANITARY MANHOLE #2 19TH STREET 10' PVC- - = — CENTERLINE \\ 40' RIGHT OF WAY (PAVED) POINT OF REFERENCE 10" PV\ WOOD POWER POLE N1I NTH BENCH MARK #2 EDGE OF PAVEMENT ELEVATION-25.71 CLEAN CONCRETE WALK 4 — — C I -- ° .2' --0.4* (100.00') 0.3' �? 1.0' WIDE, 5.0' HIGH WOOD ROCK WALL I ! FENCE WITH CONCRETE WALL I INSIDE tZ ? IC m 1 O I oN 1 VACANT ci 'll LOT 21 '' o Z I POINT OF BEGINNING I �o � Im- w Iz J -O I -0 A coW coil , N89"29'00"E 100.00' METER �Z , 70 o m Ln ON -CO-ei• y S�NA 21.9' +4T,4 21.0' N 27.5' sZ_ OO FINISH FLOOR=18.1 FINISH FLOOR=27.7 =�O?GvDLIVING AREA GARAGE a ENTRY AREA cmRETE-DRIVEv 7 lT�-J- ct i.Ln m O F� w FOVNDAFION COo D D mD Z� I I O -� � D CC Ln = C° f m I 25.2' 22.51O° O O O (nrn m o m -p = I I r. N D w O oO / o n 20.2, 25.9' O 4 a. O I o "� C 1.0' WIDE BLOCK 1'1 <• 1 " 1 � O HEADWALL I r1 v / D 5' WOOD FENCEI EDCOAE1r C-Ro GE OF z S89929'00"W 100.00' I P I CONCRETE � I � I LOT 20 I I NOTES: —THIS IS A SPECIAL PURPOSE SURVEY TO SHOW FOUNDATION LOCATION ONLY. —BEARINGS BASED ON WESTERLY RIGHT OF WAY LINE OF BEACH AVENUE BEING S03'19'00"E AS PER BOATWRIGHT LAND SURVEYORS DRAWING NUMBER: 2003-1555, DATED: JANUARY 5, 2004. THIS SURVEY WAS MADE FOR THE BENEFIT OF THE PROPERTY SHOWN HEREON APPEARS TO LIE IN RUSTY & AMY PRITCHETT; EVERBANK. FLOOD ZONE 'Y' (AREA OUTSIDE 500 YEAR FLOOD '' �;, 6 O I PLAIN) AS WELL AS CAN BE DETERMINED FROM THE `.',�� .���..j. "FLOOD INSURANCE RATE MAP COMMUNITY—PANEL `: `' �► f�;�y�:, NUMBER 120075 0001D, REVISED APRIL 17, 1989 FOR = 1 1.3fC95 ATLANTIC BEACH, FLORIDA. ; Y � "NOT VALID WITHOUT THE SIGNATURE AND THE Y ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DONN W. BOA �TO WIT SURVEYOR AND MAPPER." FLORIDA LIC. SURfl?YQ FLORIDA LIC. SURV '. MAPPER No. LS 3295 NG+& M1A FOUNDATION: JUNE 29, 2004 9 m,d'BUSINESS No. LB 3672 CHECKED BY: DATE: DRAWN BY: CSK BOATWRIGHT LAND SURVEYORS INC: ! JANUARY 5, 2004 FILE: 2004-0849 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 SHEET_1 OF_1 XREF: 2003-1555\CSK Cq 3/4" TtG PLYWOOD FLOOR DECK 25" x 25" BENT 5 AT EACH WALL VERT f(1 �tl FASTENED TO FLOOR FRAMING W/ 10d AT 4" O.C.ON EDGE AND 1211 O.C. IN FIELD. ALSO SCREW AND GLUE. LOGIX 4" CORE ICF WALLJJL SQUEAK-PROOFING OUTSIDE THE SCOPE OF THE ENGINEER 12" J-BLOCK TIE BEAM WITH On Z -� FLOOR TRUSS BY TRUE TRUSS PT 2x4 SLEEPERS AT 16" OL. CONTINUOUS LL, v Q)LOGIX 4" GORE IGF WALL 4" SLAB ON GRADE OVER 6 MIL 5 VAPOR BARRIER OVER TERMITE 25" x 25" BENT AT EACH WALL VERT � � � TREATED SOIL. jL w DBL PT 2x12 LEDGER FASTENED 5 VERTICAL AT 16" OiC.AND IN EACH FASTENED OSB TO FRAMING Q- Q TO WALL WITH (2) ROWS 1/2" DIA DBL PT 2x12 LEDGER FASTENED CORNER a 3" O.C. ON EDGE,6" OAC. 2x4 8YP OUTRIGGER x 6" EMBED ALL-THREAD AND TO WALL WITH (2)ROWS In" DIA IN FIELD WITH 8d AT 24" ON CENTER r CLIP TO GABLE TOP 15" DIA WASHERS AT 16" OJC. x 6" EMBED ALL-THREAD AND 4" SLAB ON GRADE (POOL DECK) INGCHORD WITH H8 W/(10)Bd. (L '� U x/1 1Z U-BLOCK TIE BEAM WITH l2 15 DIA WASHERS AT 16 OL B OC ET CONTINUOUS EDGES WITHIN 4' — — 6" OSB OF GABLE TRUSS U � :3mm z: V Ca 25" LAP MIN BLOCK z � 5 VERTICAL AT 16" O.C., IN EACH 12" U-BLOCK TIE BEAM WITH (2)05 OUTLOOKER5 EN =' m COMER AND EACH SIDE OE CONTINUOUS GABLE TOP EACH OPENING. CHORD U 25" x 25" BENT 5 AT EACH WALL VERT 12" 1350 PSI CMU WALL WITH FULL BED M12" 1350 PSI CMU WALL WITH 5 VERTICAL AT 16" O.C., IN EACH' AND g TRUSSETYPERJOINT.9 G�t L-BRACE ON } v X FULL BED TYPE M OR S GROUT CORNER AND EACH SIDE OF REINFORCEMENT BETWEEN EVERY _ AND TRUSS TYPE JOINT GABLE VERTS AS REINFORCEMENT BETWEEN EVERY EACH OPENING. OTHER COURSE. SPECIFIED BY TRUSS %- CaOCHER COURSE. 12" 1350 PSI CMU WALL WIT MANUFACTURER t� DO NOT COUNT COURSEWORK OR H 5 STARTER W/12" BEND AT EVERY MEASURE CEILING HEIGHTS FROM FULL BED USS M OR S GROUT WALL VERTICAL - 25" LAP STRUCTURAL DRAWINGS. REFER t0 0 AND 9g TRUSS TYPE JOINT (L `' ARCHITECTURAL RDRAWNGS FOR REINFORCEMENT BETWEEN EVERY ABLE TRUSS ELEVATION INFORMATION. OTHER COURSE. TREAT EXTERIOR OF WALL WITH 5 STARTER BAR AT EVERY WATERPROOFING (DESIGNED BY WALL VERTICAL - 25" LAP OTHERS) 05 BAR WITH 12" BEND TOP AND BOTTOM AT 48" O.C, IN EACH CORNER,AND EACH SIDE OF 5 STARTER BAR AT EVERY CLIP END OF EACH OPENING. WALL VERTICAL - 25 LAP TO[SABLE SOTT CHORD LATERAL BRACE D WITH (2) H25 W/(8)Bd. 12" CMU J-BLOCK W/5 CONTINUOUS 5 BAR WITH 12" BEND TOP AND BOTTOM AT 48" OL, INE BOTTOM OF FOOTING MAX 2 CORNER AND EACH SIDE ABOVE BO OM OF POOL EACH OPENING. 12" CMU. J-BLOCK W/"5 CONTINUOUS Dq4 GABLE BOT CHORD. U PG 5 FASTEN t0 COP PLATE {� 2x4x8' SYP LATERALITH�l W/10d TOE NAILS AT llf� BRACE 6 48". (2)lbd t0 STUD WALL (8) 8" ON CENTER �-/ n` THROUGH BRACE INTO 10d Alt WITH (8) �(J EACH TRUSS BOT CHORD 10d AT 48 O C. GASLE END SRACING DETAIL CID -+� 16" DEEP x 36" WIDE CONCRETE 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)5 CONTINUOUS STRIP FOOTING W/(3)5 CONTINUOUS BEARING ON UNDISTURBED OR BEARING ON UNDISTURBED OR PROPERLY PREPAID SOIL. PROPERLY PREPARED SOIL. nn`` 4" SLAB ON GRADE OVER 6 MIL Q1 - -� VAPOR BARRIER OVER TERMITE -iF- Z TREATED SOIL. (--4�FOUNIDATION 5ECTION. < SCALE: In" • I'-0° v 3 ST5 THESE STI;=TURAL DRAWINGS (2)05 TOP AND BOTTOM WERE PREPARED FOR THE 3000 FIB[ CONCRETE FRAME CONSTRUCTION OF THE PROJECT STIRRUPS NOT SHOWN FOR DESCRIBED N THIS TITLE BLOCK CLARITY. SEE OTHER SECTIONS AND ARE INTENDED FOR USE SY Do 25" x 25" BENT 5 AT EACH FRAME BAR FOR COMPLETE INFORMATION AN IITT FEWICENSW CONTCONT TGTlON 25" x 25" BENT 45 AT EACH FRAME BAR UTH THESE PLANS BY AN OLINER-BUILDER OR OTHER UNLICENSED BUILDER 2K 2K FLOOR TRUSSES BT TRUE TRUSS BWl W16 STEEL BEAM PT BRG PLATE onsulhng Inc BUTT WELD 04 x 30" AND LAP WITH WALL REINFORCEMENT (TYP 4 SHOWN) ICF WALL - DISCONTINUE A STEEL FRAME/COLUMN 5" STEEL PIPE COLUMN TOP OF GARAGE CURB (4)5 WITH 12" 14J05 WITH 12" BIND BOTTOM BEND BOTTOM BENDBOTTOM AND COP (TYP) (TYP) °D o m � Warcsr`lvbac PE 16" DEEP x 36" WIDE CONCRETE STIRIP FOOT A ST / WALL L V 'PROPERLY IPREPAStED SOIL.CONTINUOUS BEARING ON UNDISTURBED OR ELEVATION. ST-(o SALE: 1/2" = 1'-0" �-ro SCALE: 1/2" • V-0" 1/16" OSB FASTENED TO FRAMING 1116" 085 FASTENED TO FRAMING W/Sd AT 3" O.C.ON EDGE AND 6" W/8d AT 3" O.C.ON EDGE AND b" OL. IN FIELD. O.G. IN FIELD_ ROOF TRUSSES BY TRUE TRUSS ROOF TRUSSES BY TRUE TRUSS -1/16" OSB FASTENED t0 FRAMING W/8d At 3" OAC. ON EDGE AND 6" 2x4 No.2 SYP RAFTER TAIL SCABBED TO EACH (2)2x8 No.2 SYP RIDGE W/HUS28-2 EACH END GABLE BRACING PER DETAIL. OAC. IN FIELD. TRUSS WITH 36" LAP AND (12)12d CARRYING 2x6 No.2 SYP RAFTERS AT 24" ROOF TRUSSES BY TRUE TRUSS -1/16" FRAME GABLE OVERHANG x/16" OSB FASTENED TO FRAMING 2x4 No.2 SYP BRACE W/(5)12d EACH END m m O.C. TRUSS t0 PLATE - SIMPSON H5 W/8d AT 3" O.C. ON EDGE AND b" 7/16" OSB FASTENED t0 FRAMING .d- O.C. IN FIELD. SIMPSON A35 AT EACH CLG JOIST PLATE 70 WALL WITH 1/2" ANCHOR C. At 3" O.C. ON EDGE AND 6" IN FIELD. O LL � BOLT OR ALL-THREAD WITH Co" 2x8 NoZ SYP BLOCKING BETWEEN EACH TRUSS 2x4 No.2 SYP CLG JOIST W/HU24 EA END O EMBED AND 2" SQUARE WASHER S 16 W/(12A0d At 32" O.C. Z At 32" OAC. 2x4 No. Z SYP CONTINUOUS LEDGER FASTENED LLI TO TRUSSES AND BLOCKING WITH 12d AT 3" O.C. c6 BEAM 519 AND HANGERS BY TRUE TRUSS v (Q )� =! ROOF TRUSSES AND GIRDER BY TRUE TRUSSm CD PT No. Z 2x10 PLATE 1/16" OSB FASTENED TO FRAMING •� W/8d AT 3" OZ. ON EDGE AND 6" iL v (2)P4 CONTINUOUS OAC. IN FIELD. V O 04 VERTICAL At I6" OZ, N EA TRUSS TO TOP PLATE - SIMPSON H5 � U ca CORNER AND EACH SIDE OF z EACH OPENING. (2)2x6 No. 2 SYP TOP PLATE CONNECTED 1271x6 No. 2 SYP TOP PLATE CONNECTED • AG 32" O.C. TO EVERY OTHER STUD AND EVERY HEADER TO EVERY OTHER STUD AND EVERY H CONNECT PORCH BEAM TO WALL C271x8 No.2 SYP PORCH BEAMS L m 4 HORIZONTAL SPACEDKING STUD WITH SPH6 W/00)8d. KING STUD WITH SPH6 W/(10)Bd. +' "� LOGIX 4" CORE IGF WALL Witl{ HGUC28-Z_ PLACE TRIPLE L STUD IN WALL AT CONNECTION PORCH SEAMS T1 POSTS WITH U LOCATION. l2JMSTAZ4 W/120�0d. (3)2x8 No.2 SYP HEADER WITH 1 JACK AND 3 KING STUDS EACH SIDE (AT DOO POST t0 (3)2x8 JOIST WITH O l() 67 WCS16 W/C1270d. > v 3/4" TtG PLYWOOD FLOOR DECK 2x6 No.2 SPF STUDS AT I6" OL_CONNECT 2x8 DECK FRAMING O EVERY OTHER STUD AND EVERT' HEADER FASTENED t0 FLOOR FRAMING W/ m '� Q� 10d At 4" OZ.ON EDGE AND 12" O.C. KING STUD t0 2nd FL WALL FRAMING W/ 21CSI6 W/C24�0d FROM UPPER L 1J l IN FIELD. ALSO SCREW AND GLUE. CS16 W/(20)10d. SQUEAK-PROOFING OUTSIDE THE POST TO LOWER POST SCOPE R THE ENGINEER. 2x6 No. 2 SPF STUDS AT 16" O.C. 3/4" TtG PLYWOOD FLOOR DECK ROOF TRUSSES BY TRUE TRUSS �- FASTENED TO FLOOR FRAMING W/ II FLOOR TRUSS BY TRUE TRUSS -1/16" OSB FASTENED TO FRAMING 10d AT 4" O.C. ON EDGE AND 12" O 1/16" 085 FASTENED t0 FRAMING �{-- W/Sd AT 3" O.C. ON EDGE AND 6" IN FIELD. ALSO SCREW AND GLUE. W/Sd AT 3" O.C.ON EDGE AND 6" II SINGLE PT 2x12 LEDGER FASTENED OAC. IN FIELD. SGlUEAK-PROOFING OUTSIDE THE O.C. N FIELD. t0 WALL WITH (2)ROWS 1/2" DIA. SCOPE OF THE ENGINEER x 35" EMBED ALL-THREAD AND 2x6 No.Z SPF BOT PL 15" DIA WASHERS At 32" O.C. 3/4" TtG PLYWOOD FLOOR DECK (2)04 CONTINUOUS FASTENED t0 FLOOR FRAMING W/ 10d AT 4" O.C. ON EDGE AND 12" O.G. 04 VERICAL AT 16" O.C., IN EACH 3/4" TeG PLYWOOD FLOOR PECK IN FIELD. ALSO SCREW AND GLUE. n n CORNER, AND EACH SIDE OF FASTENED t0 FLOOR FRAMING W/ SQUEAK-PROOFING OUTSIDE THE ll�ll Jll' EACH OPENING. 10d AT 4" OL_ ON EDGE AND 12" O.C. SCOPE OF THE ENGINEER N U FIELD. ALSO SCREW AND GLU, 04 HORIZONTAL SPACED 32" O.C. SQUEAK-PROOFING OUTSIDE THE �y 2x6 No.2 SPF BOT PL SCOPE OF THE ENGINEER LOGIX 4" CORE ICF WALL CSIb W/(20JI0d STUD TO BAND BOARD AT EACH FLOOR TRUSS TO WALL- DEEP TJI PRO 150 AT 24" O.G. EVERY OTHER STUD AND EVERY HEADER WITH SIMPSON HTTIb_ WITH SIMPSON IUT211 AT TRUSS DO NOT COUNT COURSEWORK OR KING STUD. 2x10 PT No.2 SYP PL 5/4" x IIB-15" TIMBERSTRAND !271x12 No. Z SYP PORCH BEAMS MEASURE CEILING HEIGHTS FROM RIMBOARD CONTINUOUS STRUCTURAL DRAWINGS. REFER TO 2x10 No.2 SYP CONI BAND BOARD. ARCHITECTURAL RDRAWINGS FOR BAND BOARD t0 EACH FLOOR TRUSS (271x6 O No. Z SYP TOP PLATE PORCH BEAMS TO POSTS WITH ARCHITECTURAL r ` ELEVATION INFORMATION. WITH C516 AND (20)10d. 2x8 PT No. 2 SYP LEDGER FASTENED ,CID v 2x6 No.2 SPF STUDS AT 16" O_C_ TO FRAMING WITH (2)ROWS SIMPSON 3/4" TtG PLYWOOD FLOOR DECK 7116" OSB FASTENED TO FRAMING SDS 1/4x6 SCREWS At 8" O.C. FASTENED TO FLOOR FRAMING W/ W/8d AT 3" O.C.ON EDGE AND 6" CONNECT PORCH BEAM TO WALL +� 10d AT 4" O.G.ON EDGE AND 12" OAC. OL. N FIELD. WITH HGUGZI2-Z. PLACE TRIPLE IN FIELD. ALSO SCREW AND GLUE. SQUEAKPROOFING OUTSIDE THE BUTT WELD 1/2" ALI_ THREAD TO WI6 AT STUD M WALL AT CONNECTION SCOPE THE ENGINEER 24" O.C. AND EQWsa WITH Z" SQUARE WASHER LOCATION - AND NUT AT BOT PLATE -� FLOOR TRUSS BY TRUE TRUSS 2x10 PORCH FRAMING :3 2xb No.2 SPF BOTTOM PLATE CONNECTED 11 -) z SINGLE PT 2x12 LEDGER FASTENED TO EVERY OTHER STUD AND EVERY HEADER Q Q) SI WALL WITH l2)ROWS 1F DIA. KING STUD WITH SPH6 W/(10)I0d. POST t0 WALL WITH HTtl6 QI POST TO M x 6" EMBED ALL-THREAD AND FLOOR TRUSS BY TRUE TRUSS 3/4" ttG PLYWOOD FLOOR DECK (4))CSI6 Wj AO 1. JOIST WITH 15 DIA WASHERS AT 32 O.G. FASTENED TO FLOOR FRAMING W/ 12" U-BLOCK TIE BEAM WITH (2)"5 2& (2)04 CONTINUOUS 10d AT 4" O.C. ON EDGE AND IZ" OC. CONTINUOUS SQUEAK-PROOPWa OUTSIDE THE IN FIELD. ,4L80 SCREW AND GLUE. WATERPROOFING OUTSIDE r , 25" LAP MIN 04 VERTICAL AT 16" OL, IN EA THE SCOPE OF STRUCTURAL � U CORNER AND EACH SIDE OF SCOPE OF THE ENGINEER � EACI-I HORIZONTAL G. FLOOR TRUSS E TRUE TRUSS l� 4 HORIZONTAL SPACED 32OAC. DRAWINGSFORDETAILS. 05 VERTICAL AT I6" O.C„ IN EACH LOGIX 4" CORE ICF WALL CORNER AND EACH SIDE OF EACH OPENING. MK 2K 29 TI-ESE STRUCTURAL DRAWINGS DO NOT COUNT COURSEWORK OR PT 2x10 PLATE CONNECTED TO WERE PREPARED FOR THE MEASURE CEILING HEIGHTS FROM WALL WITH 1/2" DIAMTER x 6" CONSTFajCTtON OF THE PROJECT 12" 1350 PSI CMU WALL WITH STRUCTURAL DRAWINGS. REFER t0 WIbx61 36 1tel STEEL BEAM WITH 2x10 No.2 EMBED ALL-THREAD AND 15" DESCRIBED M T1418 TITLE CLOCK FULL BED TYPE M OR S GROUT ARCHITECTURAL RDRAWINGS FOR 1/4" EXPANSION JT SYP LEDGER FASTENED TO WEB WITH ( DIA WASHERS At 32" O.C. AND ARE INTENDED FOR USE BY AND 5a TRUSS TYPE JOINT ELEVATION INFORMATION. ROWS 5/8" DIAMETER A301 THROUGH BOLTS A LICENSED CONTRACTOR DO REINFORCEMENT BETWEEN EVERY 1 4" SLAB ON GRADE OVER 6 MIL AND 2" DIA WASHERS AT 24" O.C. STAGGERED 9"x14" 3000 PSI CONCRETE NOT PERMIT CONSTRUCTION OTHER COURSE. VAPOR BARRIER OVER TERMITE BEAM WITH (2)'5 TOP AND WITH THESE PLANS BY AN TREATED SOIL. 10" x 13" x 1" THICK 5RG PLATE WITH (4)3/4" BOT AND 02 STIRRUPS AT 7 OUNER-BUILDER OR OTHER 12" CMU U-BLOCK W/5 CONTINUOUS A325 BOLTS CONNECTING BEAM t0 PLATE OAC. UNLICENSED BUILDER N 6" X 8" SQUARE PATTERN CENTERED ON 45 STARTER BAR AT EVERY 4" SLAB ON GRADE (POOL DECK) COLLUMN (TYP TOP t BOT COLUMN) HU5210 EACH JOIST WALL VERTICAL - 25" LAP 1/4" FILLET WELD ALL THE WAY AROUND 16" DEEP x 36" WIDE CONCRETE B� S BAR WITH 12" BEND TOP AND CONNECTING BRCz PLATE TO COLUMN STRIP FOOTING W/(3)05 CONTINUOUS IN EACH ConsultingInc " O.C., CORNER AND EACH SIDE OF 5" DIAMETER x 3/8" WALL THICKNESS BEARING ON UNDISTURBED OR BOTTOM At 48 EACH OPENING. 36 kai STEEL COLUMN. PROPERLY PREPARED SOIL. 12" CMU J-BLOCK W/"5 CONTINUOTOP OF GARAGE CURB 25" LAP MIN 4" SLAB ON GRADE OVER 6 MIL VAPOR BARRIER OVER TERMITE TREATED SOIL. 05 BAR AT 16" OAC.AND IN EACH CORNER DO NOT COUNT COURSEWORK OR MEASURE CEILING HEIGHTS FROM 5 BAR WITH 12" BEND TOP AND STRUCTURAL DRAWINGS. REFER TO ' BOTTOM AT 32" OAC. AND IN EAG ' ARCHITECTURAL RDRAWINGS FOR CORNER ELEVATION INFORMATION. 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)"5 CONTINUOUS BEARING ON UNDISTURBED OR PROPERLY PREPARED SOIL. 16" DEEP x 36" WIDE CONCRETE STRIP FOOTING W/(3)"5 CONTINUOUS ,. �'•., `� BEARING ON UNDISTURBED OR PROPERLY PREPARED SOIL. • r m 10 A w '.: BOTTOM OF FOOTING MAX 2' r v� ,`;' a; J 4" SLAB ON GRADE OVER 6 MIL ABOVE BOTTOM OF POOL VAPOR BARRIER OVER TERMITE Warra'n','; F1 '��� TREATED SOIL. PE'' .dr�B03•'4�ti ;� 0EXTEfRIC UJALL 3/04'/05°A 0 BUJ XTE10f;z� WALr2 EXTEFN., 10F... WALL il ST5L SCALE: 1/2" I'-0" $'j'-�✓ SCALE: 1/2" . I'-0" WALE: 1/2 I 0 ST-5 C T` f 1 C4L STRUCTURAL KE"I NOTES: I ES= 8"x8" DEEP THICKENED EDGE OZ SYP BEARING BLOCK 11111709 � -- ---- T� -- --- - ---- -� ' AAW/(IrFASTENED TRUSS W/12d 4GONT \ IIIII I I COMMON NAILS. USE (2) <1 IIIII ------------------ ---------------------- ------------- --------- ------------------ I ROWS 0 3" O.C.FOR 2x4 N r------------------------ -------------m1i-------------- i \ i I I2" DEEP FTG W/•4 a 12" BLOCK OR (3)ROWS a 3" II m m 0 IIIII (2)2x6-I/2 i i \ IIIII I 1 EW UNDER BOX COLUMN O.C.FOR 2x6 BLOCK (p O ' 11111 1z I I \ 11111 I --44�� IIIII i i \\ IIIII 1 j I 16"SQx12" DEEP FTG W/ Q TOP PLATE SPLICES TO BE O Q LL IIIII i i \ IIIII I ; I 0 (3)04 EW 5RIDGEP WIM MSSt10el COMMON {A2 W/(18) Z -Z � � IIIII i i \ IIIII STRAP EACH FACE of WALL. � � � IIIII I I I A 24"SQx20" DEEP FTG W/ U Q 70_6 IIIII• - --__ -- - Ii T061 l3�'4EW FAStENMEMBERtOHEADER II Uj (� S � OR BEAM W/HTSW/(20)104 II U_ _ - ---- - p- P=" , I — — —T — OR EQUAL CONNECTOR i 30"50x20" DEEP FTG W/ (a = cn I � i APPROVED BY EOR, RATED IIIII 1 _ _ - - � — � W04 EW U_ '- I f`�I I E FOR 1!i50•UPLIFT IF7 (Cd■Ib0) � � O � IIIII <1 — — — — — IIIII - - - - - - - - I I 11111 HGUS414 ; 3 ST5 j r�� , I I 36"SQx20" DEEP FTG W/ Q FASTEN MEMBER TO HEADER O v ST5 , IIIII , , IIIII +8 I w WP4 EW _ i w i , I w L OR BEAM W/(2)HTS WK20) U _ _ 10d EACH OR EQUAL U rQ IIIII I I IIIII , 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY ` IIIII i 11111(2)2x12 1 — — -' , A UPLIFT (cd=1608 2,900• D� IIID I — --- - -- - - -- - - �I — _ _ - - - - - - - - -} 1� (>;r4EW,T�B � ,� FASTEN MEMBER TO HEADER L m N 1 EPDXIE ALL-THREAD QUARE DRILLED A OR BEAM W/(3)HTS WK20) U IIIII i IIIII '7 �� I WASHER MIN.6" EMBEDMENT 104 EACH OR EQUAL } O In 07 I CONNECTOR APPROVED BY v "� 111 I jL+� _ I REQUIRED a EACH END EOR, RATED FOR 4,3500 � X III ti J 01= OPENING UPLIFT (Cd=Ib0) ^� I J= (2)2x6-I/2 i III ` � , — — � L ALL RAFTERS DRAWN ARE ' 111 I I I I I I I 1z LU I \ \ 2x6 No. 2 SYP At 24" O.C. (13 13 01 - - - - _ J W11_851.126 AT TRUSS TOP� � I CHORDS AND RIDGE BEA MS. (L I IIIII a� _j LEGEND AND Fi`AM INN NOTE& IIIII z , , i I IIID I IIID_ _ _ _ _ _ _ _ _ _; INTERIOR BEARING WALL I i l2)2x12 LOWER RIDGE PASSES UNDER z LVL MAIN RIDGE. HANG LOWER RIDGE DR FRAMINC� — - - - _ E FROM UPPER RIDGE LVL W/(2)THA222-2. -----------------�` 3 ----------------��` I I I (1)EACH FADE OF MAIN RIDGE. 12nx6-IR - HEADER/BEAM CALL-OUT ` J L___________________� J _ I I NUMBER OF KING STUDS EACH SIDE OF OPENING - �`� I a 1 1 7 I 35"x 14" MICROLLAM RIDGE (23' LONG NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 HCsUs41 IX ' `� I w SIZE OF HEADER MATERIAL (NO.2 SYP) I I WITH 2-POINT SAG HUNG At EACH END) v I NUMBER OF PLIES IN HEADER — �' — J - - - - — — — — — — — — — - - - - — 703 `� I — —— — —— —— — —, — — — -- =ALL HEADER JACKS AND KINGS SHALL BE FASTENED TO n� --- Tm3 = = =EACHOTHERWITH (8)12d. — — — ——— — — — — — — — — — —— —— - - — —— — —— — — — — ——— — — — \J ----- I IF Eu1tt JOINT IN PLATE OCCURS OVER HEADER CONNECT DBL TOP PLATE TO HEADER WITH SPH4/6 W/(10)8d EACH SIDE OF BUTT JOINT. =WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS �— U OR REDHEADS W/ 1-1/2" DIA WASHERS At 48" ON CENTER UNDER WINDOW C CONNECTING BOTTOM PLATE t0 SLAB. -*� o IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD f(11 CONNECT ALL TRUSSES i I 1 ; NIGtN UPLIFT CONNECTIONS j TO BEARING PLATE WITH I I I PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. I (2)SIMPSON H5 OR(1) 2 , I ' r---- SIMPSON MTS12. (UNO) 1 I r---- 2 NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I r--� CJ'J F7 I I I I r---� CONNECT TRUSS TO TOP PLATE WITH (2)LGT2 W/(28nbd SINKERS Q) ST5 I I I I I ' ' ' OR(3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, APPLY 48" LONG SCAB TO BOTTOM CHORD AT BAG W/C16)Ibd. Z ' I I PLACE ATG WITHIN 3" OF: STUD GROUP. ' I L--J EMBED ALL-THREAD 12" N STEMWALL APPLICATION. ( �1 I `---- SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 } UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR , I OPLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). ' - - --- -- -- - - - - - _� -- I 1 =__ _ ___ ___ _ __ __ ___ _�_ = CONNECT TRUSS TO TOP PLATE WITH (I)LGT2W/(28A6dSINKERS v — — — — I I — —— — — — —— —— —— ——— — —— — — — —— — 701 OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, 1701 I J L — — — J APPLY 48" LONG SCAB t0 BOTTOM CHORD AT BRG W/(16)l6d. 1 , 1 n PLACE ATC WITHIN 3" OF STUD GROUP. (2)2x8 No.2 SYP RIDGE ' 3 i Q EMBED ALL-THREAD 7" IN STEMWALL APPLICATION. (� Ca ST5 ' ' W/Ht1S28-2 EA END I .p SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1, 85• — — — — — — f3)2x8-I/3 IZ I — — — — — ; rL — — — — — — — — — — — — "'I cv UPLIFT (Cd=Ib0)ACCEPTABLE IF APPROVED BY EOR ------ ------- 1 — — — —— PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. I I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). THESE STRICTUR4L DRAWNGS CONNECT TRUSS TO STUD GROUP WITH (2)LGT2 W/(28,M6d SINKERS WERE�P�D�� CONSTRICTION OF THE PROJECT I OR l3JHt5�W/CZ0)10d. IF USING LGT2 ON SINGLE PLY TRUSS, DESCRIBED IN TE►IB TITLE BLocK I I I APPLY 48 LONG SCAB t0 BOTTOM CHORD AT BRG W/(16J16d. I j I j CONNECT STUD GROUP TO BEAM BELOW WITH (3XISTA24 W/(18)10d AND ARE INTENDED FOR USE BY SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,2000 A LICENSED CONTRACTOR DO m 'R i ' I ' UPLIFT (Cd■1.60) ACCEPTABLE IF APPROVED BY EOR Plot}'ERt'1It CONSTRICTION x s'' I I I � IUtH THESE PLANS BY AN ' V4 I I OWNER-BUILDER OR OTHER PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. UNLICENSED BUILDER NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I I (z)2x8 I CONNECT TRUSS t0 STUD GROUP WITH (1X6 GT2 W/C28� d SINKERS (2)2xB I I OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, �,� APPLY 48" LONG SCAB TO BOTTOM CHORD At BACs W/(lb)lbd. CONNECT STUD GROUP TO BEAM BELOW WITH (2)1STA24 W9I8)10d I I ' SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,188• Consulting Inc m i I i UPLIFT (Cd=1.60)ACCEPTABLE IF APPROVED BY EOR � n X I , I ----------------- ----------------- L----------------- -----------------J1 � SHEARWALLS L,,,,,, 2)2x8 I THE WALL SHEATHING MATERIAL,SHEATHING FASTENING, AND HARDWARE SPECIFIED IN THESE PLANS COMPRISE THE LATERAL LO5ECA.USE OF THE HIGHLY CUSTOMIZED NATURE AD MWFRS. 3 1 STANDARD SHEARWALL CONSTRUCTION AND CALLOUTS ATHIS CRE, E NOT ST5 APPROPRIATE. WOOD FRAME SEARING WALLS EXTERIOR WALLS ARE 2x6 (UNO) INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS (UNO) rOI 00 WALLFfRA�IING; FLAB � � ®I � � 00 � �00� � ��� ING FLAN • . , ...y,,f DBL TOP PLATE - No.2 SYP • . "�r,. STUDS - No.2 SPF AT I6" O.C. �. \.t�1..111'.�,�•,., SCALE: 1/4" = 1'-0" BOTTOM PLATE - No.2 PT SYP '� °� "� '(E '•.•.?'�, .- SCALE: 1/4" 1'-0" '� 4 •, HARDWARE STUDS: SPH4/6 W/00)15d TOP AND BOTTOM OF EVERY OTHER STUD AND EVERY HEADER KING :► �' ~ �: ALTERNATIVELY: STRAP SAME STUDS TO WOOD WALL '0 o ti OR BEAM BELOW WITH COWS, W/(20)10d. ,j+ c3 F•H�eti ,.. �o BOTTOM PLATE: 1/2" ANCHOR BOLTS AND 2" SQUARE rren V. Ge�rtgAn• WASHERS AT 32" O.G.TO SLAB, CMU WALL, OR ICF WALL. PE Nb,.,08C"pj m3/04/�nun ,. MASONRY AND LOGIX LINTELS ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/I5 (UNO) TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH •5 CONTINUOUS 12" BEYOND OPENING. LOGIX LINTELS SHALL BE MIN 12" DEEP WITH 05 BOTTOM BAR AND 3 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ST4 ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2)ROWS 1/4" X 4" LONG TAPGONS AT 12" O.C. 6TRUCTURAL <E T-NOTES: A8"x8" DEEP THICKENED EDC SYP BEARING BLOCK AW/(1)04 CONT & FASTENED TRUSS W/12d COMMON NAILS. USE (2) +� ROWS 0 3" O.C.FOR 2x4 12" DEEP FTG WN'4 a 12" BLOCK OR !3)ROWS + 3" (2)SIMPSON HTTI6 I Iq M 64 EW UNDER BOX COLUMN OAC.FOR 2x6 BLOCK (q " AT TOS TO WALL - IIIII mm :3TOS (1)EA SIDE OF TOS. IIIII TOS IIIII IIIII Q Q . � 16"SQ42" DEEP FTG W/ TOP PLATE SPLICES t0 BE �_ G (3)04 EW BRIDGED W/(2)MSTA24 W/(18) I ------------------------------------mu-------------- ------------------ I 10d COMMON EACH, ll) � .-. Qj IZ 1z I I i IIIII i STRAP EACH FACE OF WALL. Z Z 11-1 I I I I 24"SQx20" DEEP FTG W/ LU V IIIII (L -� IIIII O 'Q I I � (3)04 EW FASTEN MEMBER TO HEADER � TIO TO WALL PLATE IIIII j i i IIIII i & OR BEAM W/HTS W/(20) 10d U Q) W/(3)SIMPSON H5IIIII I I I IIIII I OR EQUAL CONNECTOR 111 HTT16 TO I I 30"SQx20" DEEP FTG W/ IL IIIII I TO WALL +' I IIIII I 0 (4)"4 EW APPROVED BY EOR RATED (L Q� 5 I I I FOR 1,450 UPLIFT (Cd■lb0) IZ IIIII , I I IIIII , cQ =_ IIIII I I Toro I IIIII I 36"SQx20" DEEP FTG W/ lu '} - - - - -- - - -- - -- - - -- - -I =__ - - I - - -- ---- -- -- - --- - --- --- _ I TO& FASTEN MEMBER TO HEADER 0 = = = = == = = == = == = = == = ___ = = == ==== == == = = == ==== === _� -- l4�'4EW Q I - T -- OR BEAM W/l2)4TS W/(20) U IFS i ----- J IOdEACH OREQUAL V I I ,,'•. IIIII Iz I ,_%�_�,j IIII - - - - - - - - - - - - - - - - _ - _ ' A 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY z V Ca IIIII I , IIII — - - - - - - - - - - - - - (5)04 EW,T45 EOR,RATED FOR 2,900" ` I UPLIFT (Cd 1b0) ST5 IIIII I ST5 IIII - - - - - - - - - — - - - - - - - - - - � o Dm z I/2" ALL-THREAD DRILLED FASTEN MEMBER TO HEADER L r() j I i IIII i t EPDXIED W/2" SQUARE OR SEAM W/!3)HTS W/f20) ra N WASHER MIN 6" EMBEDMENT I0d EACH OR EQUAL v � SQUIRED w EACH END CONNECTOR APPROVED 5Y OF OPENING EOR RATED FOR 4,3500 } 0 ------- ' UPLIFT (Cd■IbO) _ O � ca ca 0 IIIII ; 1z ; — - - - - - - - 0 m IIIII G'.ONTINuous I IIII _ _ _ _ _ _ _ _ (L �- IIIII DOWN TO 2 IIIII SLAB I — — — — — — I I I I I I I W H II I x --------------------------ll�---- 15,9 �, I - - - - - - I I I I I I I = L EGEND AND FRAMING ING NOTE6: . IIIII I I IIII I I I I I I I � � INTERIOR BEARING WALL �J _ _ a4r=ADER FRAMING IIII - - - - - - - - - - - - - - - , a 12)2x6-1/2 - HEADER/BEAM CALL-OUT IIIII cn O IIIII N 3 NUMBER of KING STUDS EACH SIDE of OPENING T10Q IIIII IZ I I IIII - - - - - - - - - - - - - - - - NUMBER OF JACK STUDS EACH SIDE OF OF'ENING LL AM ma BY TRUE TRUSS A50VEIIIII I BIB& W I I BEAM 518 BY TRUE TRUSS IIII I SIZE OF HEADER MATERIAL (NO.2 SYP) lu I I - - - - - - - - - - - - - - - - I O NUMBER OF PLIES IN HEADER I------------------ ` — — — — — — — — — — — — — — I O U I (2)2x6-112 IZ t� I I ______ r— - _ I LL •ALL EACH OADER JACKS WITH n`AND KINGS SHALL BE FASTENED TO L------------- ----- I } z I L------------ � L I - - - - - - - - - - - - - - - - - I -1 d. IZ , r , A •IF BUTT JOINT IN PLATE OCCURS OVER HEADER CONNECT DBL �J n, (2)2xb-1/2 IZ i m I �� L- - - - - - - - - - - - - - - - - I TOP PLATE 70 HEADER WITH SP44/6 W/(10)5d EACH Q) SIDE OF 51 I �� r i BUTT JOINT. > 0 L- - - - - - - - - - - - - - - - - I •WINDOW OPENINGS 6' AND GREATER REQUIRE 1/2" ANCHOR BOLTS r I - OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW I _ _ __ - ---- ---- -- -- --- � -_ __ CONNECTING BOTTOM PLATE TO SLAB. --- - -- - -- ---- - -- - T03 ��` -- -- - --- - --------- -- - -- -- -- 703 • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD (� (2)2x6-1/2 IZ I US DROWN TO i �� I HIGH UPLIFT CONNECTIONS � 2 SLAB ttl 5I9 , i j PLACE SCUD GROUP UNDER TRUSS SPECIFIED ON PLAN. 2 519 I O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). r HTTI6 T03 i ,�' I CONNECT TRUSS t0 TOP PLATE WITH (2)LGT2 W/(28A6d SINKERS TO WALL I % j OR (3)HTS W/(20AOd. IF USING LGT2 ON SINGLE PLY TRUSS, n, i APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG WKI&Abd. I PLACE ATC WITHIN 3" OF STUD GROUP. y :3CONNECT ALL TRUSSES I I EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. yt-� t0 5EARNG PLATE WITH 2 I I OU55TITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3;000 I , (2)SIMPSON H5 OR(1) ST5 �---- UPLIFT (Cd-lb0)ACCEPTABLE IF APPROVED BY EOR �I ST5 I I SIt'1PSON MTS12.(UNO) I I I I } I II I IZ l2)2x6-1/2 HTTI& tml , i i i i O PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN 1 I TO WALL I , I I I 3 NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). `---- OR (2)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, I I L_ _j CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 W/(28)1(2d SINKERS ff I I APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG W/(IbAbd. -I}--� I i j PLACE ATG WITHIN 3" OF STUD GROUP. — _ luI to ALL FL owa ARE 111575" DEEP CJI PRO 150 I-JOISTS AT 24" EMBED ALL-THREAD Z" IN STEMWALL APPLICATION. I IZ l2)2xb-I/2 I i j I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,'185• * - -- - L-- - --- - ---- - -- - - ---i=== -- I - - -- - - WITHSIMPSONIUT211ATHUNGCONNECTIONS -- -- - - m ___ _ ____ _ __ _ _ ___i--- -- , _ - _ -_ - _ = UPLIFT (Cd■lb0)ACCEPTABLE IF APPROVED BY EOR LLI m I I T01 } 911 " 1iT" 7ffr Ili 1Tf' -"1fF= `i11� 7Tf- 1f� 97� '1TrT01 I I 1 I I I I 1 I I I I ® PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. 3 i m I 1 1 I I I I 1 I 1 I NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). Tll 3 i ST5 j j I 1 I 1 I I I I I I I CONNECT TRUSS t0 STUD GROUP WITH (2)LGT2 W/12wbd SINKERS THESE eTR�cTURAL DRAWINcss W l OR (3)HTS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, Ip !3)2x8-I/3 EZ (3)2x8-1/3 E4 I I 1 I 1 I 1 I I I I I APPLY 48" LONG SCAB t0 BOTTOM CHORD AT BRG W/(16JI6d. WERE PRs=PSD r THE GONSTRIJCTION OF THE PROJECT I ________ J____ --___L-� CONNECT STUD GROUP TO BEAM BELOW WITH (3,MSTA24 W/(18AOd pEgG�eED IN THIS TITLE 15LOCK SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200" I I UPLIFT (Cd-Ib0)ACCEPTABLE IF APPROVED BY EOR A ASE INTENDED TOMI$o 2x8 Pr No. 2 SYP i I 1 I 1 I I 1 1 i NOT i'ERt"Irr coNSrra�cnoN 2x8 PTE LEDGER FASTENED 2 SYP LEDGER FASTENED TO t0 FRAMING WITH I BLOCKING I I I I � PLACE SCUD GROUP UNDER TRuss SPECIFIED ON PLAN. IurH THESE PLANS BY AN 519 2 (2)ROWS SIMPSON I I I I I I I I I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). OUNER-511ILDER OR OTHER FRAMING WITH SDS 1/4x6 SCREWSI -1- I CONNECT TRUSS TO STUD GROUP WITH (ULGT2 W/(28Abd SINKERS UNLICENSED NLICEND BUILDER (2)ROWS At 8" O.C. I -� --� -+ —1— - I OR (2)HTS W/(20A0d. IF USING LG72 ON SINGLE PLY TRUSS, (2)2x12 SIMPSON I 1 1 1 1 1 1 1 1 j APPLY 48" LONG SCAB TO BOTTOM CHORD AT Bas W/(lb)l6d. S08I/4x6 (2)2x12 I 1 I I I I CONNECT STUD GROUP TO BEAM BELOW WITH (2,MSTA24 W/08)IOd BW1 co w SCREWS AT co I I 1 I I I SUBSTITUTION OF TRUSS t0 PLATE CONNECTOR RATED FOR 1,785" x x 8" O.G. x I I I I I I I I I i UPLIFT (Cd-1.60)ACCEPTABLE IF APPROVED BY EOR HGus28-3 rTYP i I I I I I I I I i Consulting Inc (PAINT W/ RUSTOLEUM) 1 I 1 SPEARWALLS THE WALL SHEATHING MATERIAL, SHEATHNG FASTENING,AND HARDWARE SPECIFIED IN THESE PLANS COMPRISE THE LATERAL LOAD MWFRS. 1 1 I I I I I i BECAUSE OF THE HIGHLY CUSTOMIZED NATURE OF THIS RESIDENCE, `--------- -�--1- I I I I `--,-- ------- J APPt�PRIA HEARWALL CONSTRICTION AND CALLOUTS ARE NOT (2)2x12 (2)2x12 A (2)2x12 (2)2x12 I I 1 1 HUS212-2 (TYP) (PAINT W/ (2)2x12 RUSTOLEUM) BLOCKING 3 WOOD FRAME BEARING WALLS iT5 EXTERIOR WALLS ARE 2x6 (UNO) 2x8 PT No. 2 SYP DECK JOISTS AT 16" OAC. INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS rUNO) DBL TOP PLATE - No.2 SYP STUDS - No. 2 SP1= AT 16" O.G. *11: 1jj ��V d BOTTOM PLATE - No. 2 P7 SYP , HARDWARE STUDS: SP144/6 W910)8d TOP AND 50TTOM OF EVERY z aOTHER STUD AND EVERY HEADER KING ALTERNATIVELY: SCRAP SAME STUDS TO WOOD WALL2riIclI FLOC WALL F F A� I N � f=LAN r 6 FL FLOOF, F fRA 1'0--1 f NG FLAN. OR BEAM BELOW r WITH CSI6 W/l2O)10d. �;f;• a � �rj F`;•'��` .� BOTTOM PLATE: 1R" ANCHOR BOLTS AND 2" SQUARE y''••:. ..••' �� SCALE: I/4" I'-0" WASHERS At 32" O.C.t0 SLAB, CMU WALL, OR ICF WALL. Warren.V seri jdMf��l� &C-ALE: 1/4 1-0 PE No 4rrm3 "'", MASONRY AND LOGIX LINTELS ALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/115 (UNO) TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH 65 CONTINUOUS 12" BEYOND OPENING. LOGIX LINTELS SHALL BE MIN 12" DEEP WITH S BOTTOM BAR AND 03 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX ST3 WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2) ROWS 1/4" X 4" LONG TAPCONS AT 12" O.G. eTRUCTURAL KEYNOTES: 8"x8" DEEP THICKENED EDGE NOZ SYP BEARING BLOCK W/(I)'4 CONT FASTENED TRUSS W/12d COMMON NAILS. USE (2) •� ROWS A 311 O.C.FOR 2x4 <1Cl) C14Q) A1211 DEEP FTG W/04 0 12" BLOCK OR(3)ROWS a 3" EW UNDER BOX COLUMN O.C.FOR 2x6 BLOCK n (q ( - 4� ( ST6 16"SQxl2" DEEP FTU W/ TOP PLATE SPLICES t0 BE P � 0 A (3)04 EW A BRIDGED W/(2)MSTA24 WKIS) Q LLL 10d COMMON EACH,(l) Z STRAP EACH FACE OF WALL. Z S (a 24"SQ40" DEEP FTG W/ w • -------------------- -------------------- IZ IZ IZ (3)'.4 EW Q FASTEN MEMBER TO DEADER f(1 L v Q) K OR BEAM W/HTS W/(20) 10d 30"SQx20" DEEP FTG W/ OR EQUAL CONNECTOR LU E APPROVED BY EOR RATED L(4�'4 EW FOR 1,450"UPLIFT (Cd■Ib0) (a = d) Q6"SQxEW DEEP FTG W/ Q FASTEN MEMBER t0 HEADER 'N (4)04 L OR BEAM W/(2)WTS W/(20) �. v 10d EACH OR EQUAL V 48"SQx24" DEEP FTG W/ CONNECTOR APPROVED BY V (5)64 EW, TtB EOR RATED FOR 2,900• I UPLIFT (Gd■Ib0) D}(13 STD✓ ST5 Q 1/2" ALL-THREAD DRILLEDQ FASTEN MEMBER TO HEADER N t EPDXIED W/2" SQUARE OR BEAM W/(3)HTS W/(20) 10d EACH OR EQUAL WASHER MIN. 6" EMBEDMENT U REQUIRED • EACH END CONNECTOR APPROVED BY O In OF OPENINGS EOR,RATED FOR 4,3500 } UPLIFT (Cd■Ib O) v O 1U1% Ca 1 1 1 1 1 1 m md) LEGEND AN AMINO; NOTE.: � D D R I PROVIDE POCKET/HOLE m INTERIOR BEARING WALL I IN LOGIX WALL FOR BEAM 51 TO BEAR- T TO BE TRIMMED OUT WITH PT 1z 44EADER FRAMING 2x10. BEAM BI TERMINATES 35"x1611 MICROLLAM BEAM 53 BY TRUE j AT THE EXTERIOR FACE OF 2 JACKS 2 KINGS TRUSS ABOVE (UP) [2)1x6-1/2 - HEADER/BEAM CALL-OUT I I I THIS WALL. O�HSIDE DBL TOP PL NUMBER OF KING STUDS EACH SIDE OF OPENING Q) I I I AND PUSH BEAM UP � NUMBER OF JACK STUDS EACH SIDE OF OPENING LL LL HGUC414 m SIZE OF HEADER MATERIAL (NO.2 SYP) (( LU NUMBER OF PLIES IN HEADER �y I I I I BEAM Bl BY TRUE TRUSS ABOVE (UP) U1/TAPCONS QBI •EALL ACH OTDHER WER (g)12ANdD KINGS SHALL BE FASTENED TO L------------ ----- I I IZ _ i I I •IF BUTT JOINT M PLATE OCCURS OVER HEADER CONNECT DBL IZ TOP PLATE TO HEADER WITH SPH4/6 W/(IO)Bd EACH SIDE OF BUTT JOINT. •WINDOW OPENINGS 6' AND GREATER REQUIRE 1/211 ANCHOR BOLTS OR REDHEADS W/ 1-1/2" DIA WASHERS AT 48" ON CENTER UNDER WINDOW I I Iz CONNECTING BOTTOM PLATE TO SLAB. V (2r1x6-1R • IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD ----------------i • I HIGH UPLIFT CONNECTIONS I PLACE STUD GROUP UNDER TRUSS SPECIFIED ON FLAN. O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I ' CONNECT TRUSS t0 TOP PLATE WITH (2)LGT2 W/(28Abd SINKERS I OR(3)14tS W/(20)104. IF USING LGT2 ON SINGLE PLY TRUSS, n�� APPLY 48" LONG SCAG d AB TO BOTTOM CHORD AT BW/(16)Ib . -il--� Q) I i r PLACE ATC WITHIN 3" OF STUD GROUP. :3 Iz EMBED ALL-THREAD 12" IN STEMWALL APPLICATION. -$-� z: OU58TITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3;000 w 2 I i 2 j UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR STD✓ I i ST5 PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. `ll O NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). CONNECT TRUSS TO TOP PLATE WITH (I)LGT2 W/(28)lbd SINKERS OR(2)4TS W/00)IOd. IF USING LGT2 ON SINGLE PLY TRUSS, U I I APPLY 48" LONG SCAB TO BOTTOM CHORD AT BRG WKI(bAbd. PLACE ATC WITHIN 3" OF STUD GROUP. �— EMBED ALL-THREAD "I" IN STEMWALL APPLICATION. SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1,1860 UPLIFT (Cd■lb0)ACCEPTABLE IF APPROVED BY EOR , I I _ I ® PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). I i 3 CONNECT TRUSS TO STUD GROUP WITH (2XGT2 W/(28)lbd SINKERS 3 I I TR-ESE STRJCTURTAL DRAWNGB OR (3)1-ITS W/(20)10d. IF USING LGT2 ON SINGLE PLY TRUSS, STDG i 11 i ST5 APPLY 4811 LONG SCAB To BOTTOM CHORD at BRG w/(lbn6d. WEA PREPARED FOR THE I 5 DIA.36 KSI STEEL COLUMN W/ , Wlbxb-I,36 kal STEEL BEAM 511 DIA. 36 KSI STEEL COLUMN W/ CONSTRUCTION OF THE PROJECT I I 10"x13"x1" THICK B L T AND( A __ _ _ __ _ 10"x1311x1" THICK B PLT AND CONNECT STUD GROUP TO BEAM BELOW WITH (3)MSTA24 W/(1SA0d DESCRIBED IN TNIB TITLE BLOCK AND BOTTOM (DISCONTINUE CON __ — — ——— ST(o AND I0nOM (DISCONTINUE CONC SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 3,200" AND ARE INTENDED FOR USE HY WALL AROUND COLUMN). WALL AROUND COLUMN). UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR A LICENSED CONTRACTOR.DO 1 I 1 I I I I NOT PER11IT CONSTRUCTION PLACE STUD GROUP UNDER TRUSS SPECIFIED ON PLAN. UT14 TMSE PLANS BY AN 1 I I I I 1 I I ® NUMBER OF STUDS EQUALS NUMBER OF PLIES IN TRUSS (UNO). OU•NER-BUILDER OR OTI-ER 1 1 I 1 1 I I 1 I I CONNECT TRUSS TO STUD GROUP WITH (ULGT2 W/(28)I9,d SINKERS UNLICENSED BUILDER OR (2)HTS W/120J10d. IF USING LGT2 ON SINGLE PLY TRUSS, APPLY 4811 LONG SCAB TO BOTTOM CHORD AT BRCS W/(I6)Ibd. V I I I I I I I I I CONNECT STUD GROUP TO BEAM BELOW WITH (2XISTA24 W/(18)10d BW1 1 1 1 I 1 I I I I E 1 I I I SUBSTITUTION OF TRUSS TO PLATE CONNECTOR RATED FOR 1785• I I 1 UPLIFT (Cd■Ib0)ACCEPTABLE IF APPROVED BY EOR Consulting Inc g x I x 5HEARWALLS 1 1CA 1 I I I 1 `� I 1 1 1 THE WALL SHEATHING MATERIAL, SHEATHING FASTENING, AND HARDWARE 1 I 1 1 1 1 1 I 1 1 SPECIFIED M THESE PLANS COMPRISE THE LATERAL LOAD MWFRS. BECAUSE OF THE HIGHLY CUSTOMIZED NATURE OF THIS RESIDENCE, STANDARD SHEARWALL CONSTRUCTION AND CALLOUTS ARE NOT APPROPRIATE. L------------------------- --------------------------------� - ---- ---�----�-- --�---� - ---�-- -- ---- ---�---�- EZ 1 E 9"x1211 3000 PSI CONCRETE COLUMN W/(4)5 VERTICALS ------ -------- WOOD FRAME SEARING WALLS AT 2" COVER AND 02 STIRRUPS AT 6" O.C. EXTERIOR WALLS ARE 2x6 (UNO) 2x10 No.2 SYP DECK JOISTS AT 1611 OAC.(PRESUMED DRY) INTERIOR WALLS ARE 2x4 (UNO) FRAMING MATERIALS (UNO) 8 911x12" 3000 PSI CONCRETE DBL TOP PLATE - No.2 SYP COLUMN W/(4)vS VERTICALS STUDS - No.2 SPF AT 1611 O.C. STIb AT 2" COVER AND 02 STIRRUPS BOTTOM PLATE - No.2 PT SYP • R��Hf'•. .a i w,• AT 6" O.C. HARDWARE STUDS: SPH4/6 W/(10)8d TOP AND BOTTOM OF EVERY v ` �' ' .• �,,''� OTHER STUD AND EVERY HEADER KING - h OR BEA TI BELOW STRAP SAME STUDS TO WOOD WALL T vo OR BEAM BELOW WITH CSIb W/120n0d. � BOTTOM PLATE: 1/2" ANCHOR BOLTS AND 2" SQUARE SCALE: 1/4" = 1'-0" WASHERS At 32" O.C.t0 SLAB,CMU WALL,OR ICF WALL. WarreirrV:-Qart(rga�ii PE;Nb'�B�3�..� MASONRY AND LOGIX LINTELS m31 1st 00 FALL LINTELS IN 12" MASONRY SHALL BE CAST-CRETE 12F-16/I5 (UNO) WALL f � INS FLAN TOP COURSE UNDER OPENING SHALL BE FILLED U-BLOCK WITH 5 CONTINUOUS 1211 BEYOND OPENING. SCALE: 1/4" = 1'-0" LOGIX LNTELS SHALL BE MIN 12" DEEP WITH 5 BOTTOM BAR AND 03 TOP BAR AND 02 S-STIRRUPS PER LOGIX MANUAL. DEEPER LINTELS AND BIGGER BARS MAY BE SUBSTITUTED AT WILL. ALL OPENINGS FOR WINDOWS AND DOORS IN MASONRY AND LOGIX ST2 WALLS SHALL BE TRIMMED WITH PT 2x8 FASTENED TO CONCRETE OR MASONRY WITH (2)ROWS 1/4" X 411 LONG TAPC0NO AT 1211 O.C. DESIGN CRITERIA AND LOADS 10'_011 35-0 IZ U-BLOCK TIE BEAM WITH lZ CONTINUOUS Building Code. 2001 Florida Building Code 411 SLAB ON GRADE (POOL DECK) Code For Deslgn Loads ANSI/ASCE -7-98 cYl Q) 05 x 36" EPDXIED 6" INTO WALL SPACED 32" O.C. <1CVq. ST6 Roof Loading (Cd- 125) cCl cv JP - -- -- -- -- - --- - -- -- -- - -- - - -- -- - CORNE5VERTICALATi6" O.C.ANDINE (� r -- - --- -- - - - R 20 Top Chord Dead Load par ,� (P CJ Top Chord Live Load 2of d) Bottom Chord Dead Load 5 sf ' 36" WIDE x 16" DEEP I -- -- - --- - - - -- -- --- I Bottom Chord Live Load 10 par Z Z LL 1=ootlNr3 WITH 12" CMU p S STEMWALL REINFORCECL_ AA I (II WITH5VERTICALS AT I --- -- - --- -- --- - -- - - -- - - - - - --- - --- - --- - � I Ll U @ 16" O.C.(SEE SECTIONS Floor Load (Cd 1.00) ing Q- FOR DETAILS) I I I I Top Chord Dead Load 10 par v UJ***CONTRACTOR BF-WARE*** 1 I 12" 1350 PSI CMU WALL WITH top Chord Live Load 40 per � LU ca I I Chord Dead Load 5 per FULL BED TYPE M OR S GROUT Bottom � (� � 3 i THIS FOUNDATION PLAN AND THE REMAINDER OF I I AND 9g TRUSS TYPE JOINT Bottom Chord Live Load 0 psf ca cp THESE DRAWINGS WERE PREPARED FROM AUTOCAD dp I I REINFORCEMENT BETWEEN EVERY J J j 1 L � O FILES THAT WERE SUPPLIED BY THE CONTRACTOR iv 101_411 I I OTHER COURSE. IL i THOUGH A REASONABLE EFFORT WAS MADE BY THE - Wind Loading CCd- lb0) Q v ENGINEER of RECORD t0 CONFIRM THE ACCURACY I I N5 STARTER WA211 BEND AT EVE ASCE 1-95, 3s Gust 120 MPH U i I I OF THE DIMENSIONS SHOWN WERE, CONTRACTOR IS I I WALL VERTICAL - 2511 LAP Exposure Category C CAUTIONED TO CONFIRM THE DIMENSIONS OF THE V ro Importance Factor 1.0j'r�j• FOUNDATION PLAN AGAINST THOSE REPORTED ON I 16" DEEP x 36" WIDE CONCRETE e I I THE ARCHITECTURAL DRAWINGS PRIOR TO POURING I I STRIP FOOTING W/(3?5 CONTINUOUS Building Category II THE FCJ?:DATION CONCRETE. I Enclosed BEARING ON UNDISTURBED OR 1- 36" WIDE x I6" DEEP PROPERLY PREPARED SOIL. Interior Pressure CoeFf 0.18 '� m --- , I 1 FOOTING WITH 12" CMU CtC Destgn Pressures (sea table 1) STEMWALL REINFORCED v 1 11 I ■ I I WiTH 5 VERTICALS AT BOTTOM OF FOOTING MAX 2' Specia 1 f=loor (Covered Der J Loading (Cd■ 100) 0� 16" O.C.(SEE SECTIONS ABOVE BOTTOM POO 20_m I I I I FOR DETAILS) Top Chord Dead Load 10 psF U X -� -i top Chord Live Load 60 par L -- - J I I Bottom C.�crd Dead Load 5 par Bottom Chord Live Load 0 par ca r - --- I 5 RETAINING WALL AT POOL DECIG L --- - --- --- - ---- - -- - - - 1 - T SLAB IN HATCHED L-- - ---- ---- - -- - -J I TA5LE 1 COMPONENT AND CLADDING AREA t0 BE 225" `r 13 LOWER THAN REST - - - - - - - - - - - - - - - - I I s DESIGN PRESSURES OF FIRST FLOOR I - ■ - �_D SLAB (SEE SECTION I aInterior Zone End zone 4/Stb) i ---------------------� :Er:fl�l (pef) (pef) L- ---- --- I � - ��o 0 - 20 sq.ft. +36 -39 +36 -49 I I I _ 1- - -- --- - J - I 8 I i I IAA BOLT PATTERN sl - 50 eq.it. +35 -38 +35 45 U_22511 ` -1 81 - 100 sq.rt +33 -36 +33 -41 WI6x6l 36 kai STEEL BEAM WITH 2x10 No.2 1/4" PL WEB STIFFENERS EACH U SYP LEDGER FASTENED TO WEB WiTH (2) SIDE OF WEB - (4)STIFFENERS I I I ROWS 5/8" DIAMETER A30'1 THROUGH BOLTS EACH END OF BEAM. 1� " z�°q +31 -33 +31 -38 L-- -- AND Z" DIA WASHERS AT 24" O.C. STAGGERED SEE FRAMING PLANS: IZ=INTERIOR ZONE,EZ-END ZONE \ r - i 10" x 13" x 1" THICK BR's PLATE WITH (4)3/4" \ 1--I- - -- - - -i A325 BOLTS CONNECTING BEAM t0 PLATE 1/4" EXPANSION JT �— \ I M 611 X e" SQUARE PATTERN CENTERED ON I I� I � I � L -- J \\ L-- - - -- I COLLUMN (TYP TOP * BOT COLUMN) 4" SLAB ON VAPOR BARRIER OVER Et�1'11TE DE OVER& MIL F O U I V D A T I O I�1 NOTES O T E S / L —— —J I 1/411 FILLET WELD ALL THE WAY AROUND TREATED SOIL. (� � I CONNECTING B1aG PLATE TO COLUMN 1. Concrete compressive strength for footTngs= � 5'-4' I ( I 11 1 I 1 511 DIAMETER x 3/8" WALL THICKNF-55 2,50[9 psi at 28 days CUNO� 14-t0 2. Concrete compressive strength for slab = 2,500 I 1 I r- 36 Icb1 STEEL COLUMN. THIS DIMENSION IS BASED I I I 1 psi at 28 dads (UNO). ON THE PRESUMPTION THAT 8 1" THICK 6000 PSI NON-SHRINK GROUT THE SOILS ADJACENT TO I 1 I I 3. All reinforcing steel i"3 and bigger shall be ASTM -iF-� Q) THE POOL DECK EAST OF I I -- I I TOP or- GARAGE CURB A615 grade 40 deformed bars (UNO). � HERE ARE MODERATELY 2 -il--� SLOPED AND STABLE - L I 4. All reinforcing steel shall have 90 degree bend Q (ABLE TO RESIST EROSION). ST5 I _ __ _ _ _ - --- - - 4" SLAB ON GRADE (POOL DECK) c'it corners with a 25" lap. CONTACT THE ENGINEER of I I - -- -- -- -- p IF THIS IS NOT THE CASE, T T 5. Fibermesh is an acceptable alternative and shall � RECORD TO DESIGN I I I I not require WWF. _� : q EXTENSION OF RETANING I I I 6. This foundation was designed for use on f( 4 WALL- relatively level terrain with no sudden changes in �y 16" PIPESQUARE CMU N SUI PORT.BLOCG PEDESTAL. soil conditions (either material composition or - FOR PIPE COLUMN SUPPORT. elevation) within 15 Feet of the Foundation Footprint. SUBSTITUTE 16" SQUARE I I � �— PIER BLOCKS UNDER Er-E\ I I I a� _ (4)d5 VERTICALS ARRANGED IN 911 SQUA Should the contractor find that the supporting - COLUMNS (TYP) I 1 I I PATTERN. material is not relatively homogeneous within that 5 STARTER BARS At EACH VERTICAL BAR area or that there are retaining walls or other 1 WITH 2511 MIN LAP.(1211 BEND BOTTOM) sudden changes in elevation within the described 1 ST5 I I 16" DEEP x 360 WIDE CONCRETE area, contact the engineer of record For TI-ESS BTRucTURAL DRAWMGS THE 1 6 OFF 6 I I STRIP FOOTING Wu(3)5 CONTINUOUS consultation prior to concrete placement. - - HAND - - I BEARING ON UNDISTURBED OR -i. Earth fill supporting slabs on rade shall be free I1aT PREPAOF-THERED PROD n „ PROPERLY PREPARED SOIL. pp g g GONSTRLCTION of THE PROJECT 36 WIDE x 16 DEEB I 1 I I • • of organic material and cohesive soils. Compact DESCRIBED M THIS TITLE BLOCK FOOTING WiTH 12" CMU I I BOTTOM OF FOOTING MAX 21 the Fill in 12" lifts to at least 959. of Modified AND AK!E: INTENDED FOR USE sY STEMWALL REINFORCED I 1 ABOVE BOTTOM OF POOL A LICENSED CONTRACTOR DO WITH 5 vERTICALS AT I I I I Proctor Maximum Dry Density. The contractor or NOT PEWIT CCNSTI=TION 16" O.C. (SEE SECTIONS homeowner shall em to the services of a UTH THESE PLANS BY AN FOR DETAILS) I I I I 6 STEEL FRAME FOOTING p y 02-EROR OTHER I I I I __ registered Florida geotechnical engineer to UNLICENSED BUILDER I , confirm that the subject site is suitable to support the proposed structure. Gseotechnical engineer a I I 1 I a I I I I shall serve as delegated engineer and shall 1 1 I 1 perform subsurface investigations in pursuit of data Consulting Inc 1 1 1 1 required by 61G15-31.008 F.A.C_ L 1 8. Stemwa I is over 4 courses tall require special 1 - -- - - --- - -- - --- -AA --- - - -J attention to bracing during construction. Contact A� engineer of record if this condition exists.--- - - - - -- 9. To control cracking in the slab, cut 1 deep saw L - - -- -- -- - J 6,1 cuts in a 15' x 15' grid throughout the slab within 12 -- -- - ---- --- - - (2)04 CONTINUOUS hours of concrete placement. t' 91.3" ,_ , 9'_3" I'-2 ' 10. Do not scale footing dimensions and locations -• 5 11111 from the Foundation Plan. Do not determine 411 footing location from architectural plans or Framing LIMITS of POOL DECK 22''011 6x6 WL4 x wI.4 - 81 Plan. If footing size or location is not determinate from use of Foundation Plan alone, contact the WATERPROOF BARRIER All 1211 411 engineer of record. 11. Simpson Strong-Tie Acrylic Tie (REPORT ** SITE FRE PARAT i ON ** � BEARiNG CURB STEP SECTION ER-5191) shall be used in all drilled and epoxied connections to concrete. Anchor bolt, threaded or THIS FOUNDATION PLAN AND THE REMAINDER doweled reinforcing steel must be embedded to "�%. OF THESE STRUCTURAL PLANS WERE PREPARED the specified depth, in a hole drilled 1/16" greater •Z E •��.�� UNDER THE ASSUMPTION THAT THE SITE WILL BE PREPARED , �•.. PREPARED M ACCORDANCE WITH THE than the diameter of the anchor. Manufacturer's ,# • i y? 0 i. RECOMMENDATIONS SET FORTH IN "GEOTECHNICAL specifications must be followed for proper a M Installation. EXPLORATION" REPORT NO. 21922 PREPARED BY >;'►- ^ati �; ` UNIVERSAL ENGINEERING SCIENCES CONJUNCTION WITH THIS PROJECT MO. 91880-001-01) Warcen'�l:�;a�rlg�n,I(1;�',� PE 411 1�q. ®3 ••''�•� . 03/ 4✓, /tl F ,•' FOUNDATION FLAN _ _ _ SGALEf i/411 - 1'-0" •• FOUNDATION KE"INCTES: 'ate i - 11 nil 6x6 W1.4 x WI.4 811..n11 DEEP THICKENED EDGE 241188,Ga20" DEEP 1TG W/ WATERPROOF BARRIER 8" 811 4 AAWKI)04 CONT (3)04 EW 8 CURB STEP SECTION 1211 DEEP FTG wr4 a 12" Q 3011661x2011 DEEP FTG W/ STI A EW UNDER BOX COLUMN E W04 EW 16"SG�xIZ" DEEP FTG W/ 3611011 DEEP FTG W/ (4)"4 EW (3)"4 ELU