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392, 396, 398 11th 4 P 57.01 33'-0' NP 'm a 13'-9'-TO CORNER OF BUILDING— 19'-3'— W HERE DECKS ARE,APPLY 2X12 PT NO.2 SYP —31 DECK LEDGER.FASTEN TO STEM WALL WITH g 10' (2)ROWS OF I/2'BOLTS EMBEDDED 51NTO d M 2 -9'-4'—' STEM WALL AT 12'O.C.STAGGERED. 24'-0' CONTINUOUS BOND BEAM WITH 2500 PSI ---.-.---.-.-._..--_ I I CONCRETE AND(1)S BAR w FIBER REINFORCED CONCRETE SLAB,4' �— THAI NK UNLESS NOTED OTHERWISE ON a4 O 2X10 JOISTS AT IS.O.C., (2)2X12 --_____..- -- - . U 2 NP ALL FLOORJOISTS. (2)2X121 i �-' - III III, VERTICAL REIN ORCEMENT OBES m w 1s . f IIII' DEFORMED BARS AT 48'O.C.FILL CELLS g ,�L = 21 I- WITH 3000 Psi CONCRETE. 9Ay 4 -III I ' f I 141 ONE STORY: d=8•,b=16',(2)#4 BARS OR, (2)2X12 -_--L J.-----------L-� i-_ i I i 1, . II-. =I TH EE STORY: 0=1Y,W24',(2)5 BARS (3)2X12 VERTICAL REINFORCEMENT TO HAVE 9' 0 I I gg BEND AT BOTTOM AND BE EMBEDDED 4' r1 I T x•311 tT1 ,� _ -'III INTO TOP COURSE. $ (3)2x12 (2)2x12 _ HHUS210-2,ALL HOLES I ^7 i 51.01 I '' "{{ - = I— -III--III- FOOTING TO BEAR ON FIRM I I FILLED WITH lodX1.12' I I NAILS.NPALL 3-PLY ) I L 9 I ; r9 Y UNDISTURBED SOIL I 2X72 BEAMS. s,.o, ------ - ---- ------- 2 , ATYPICAL STEMWALL DETAIL I I ll T I sLm 1 - y ---- ----- ------- 1 o -t I 4 7 �J 3/4 ,-0 O I I I WITH 1 0.T ALL HOLES FILLED I 1 I I 31301 I I WITH PLY -12'NAILS.TYP "IY I I I I 1 ALL 3-PLY;(12 BEAMS. 1 I I 1 io I I i `-1'-0• 3,,01 i I I YnN4 .a,. 9` n I I ( 1 I I FOOTING AND SLAB POURED WITH �- • 3000psl CONCRETE WITH FIBERMESH. Z CW L I I I I?--1 1 I I I FINISHED , O w LL I I ) I I I I GRADE • �I-�i--'ka V 0 � S er 1 I I I VERA'DIMENSKNI WITH I I -'N I • III- III= m I I 1 1 I I 51.01 I § - -EMIL OR BARRIER OR m AUE / __ - - _8-I- BETWEEN COMPACT WATERPROOFING SSU888ASE (n z I I 'I I ARCHITECTURAL I I ___ _______-_ J III --`= I I AND FOOTNT SLAB L-------------- - I-F ONE STORY:X.k —'k -TT,I I_r� •I 1 ~ = Y WITH 2 04 19'4Y- 3'-0'- 7-0' I_i�f1 TWO-STORY:X=16'WITH((3)04 m Q I I I I 3 1 , 1 THREE-STORY:X-201 WITH(3)#5 O U S101 i l I I IAONOLITHIC FOOTING SECTION m 31.07 I I L------ _____� i l___ I _ GARAGE FOUNDATION PLAN -o T- T.-.--I--------.-_.---.---. ------F--._.-.- I I 1)4,=1•-0' I I I I I 1 CONTINUOUS BOND BEAM WITH 3000 P51 1 I I I I I CONCRETE AND(1)5 BAR I I I FINISHED GRADE I I I FIBER REINFORCED CONCRETE SLAB,4' �K UNLESS NOTED OTHERWISE ON V ' VARIES WITH GARAGE SLOPE I 147— -10'a' 3'-4'- 15'-3-- I j VERTICAL REINFORCEMENT CEMEM TO BALL E I DEFORMED BARS AT 4B'O.C.FILL CELLS _I---_ �I �I I E WITH 3000 PW CONCRETE. I I 1 I I1—I II - - OSTORY: d=6•.b=,B•.(2)94 BARS Z TWO STORY: d=10',b20•,(3)#4 BARS THREE STORY: d=12'•b-24',(2)#6 BARS Q VERTICAL REINFORCEMENT TO HAVE 9' 0- I I I I e BEND AT BOTTOM AND BE EMBEDDED 4' • i I p' I i ,•.. . I� INTO TOP COURSE. 1 I 15.6}' FOOTING O TING TO BEAR ON FIRM UNDISTURBEDSOIO I 1 57.01 I I I I-—- x6PTOBSYO M3 S'-01 N2 51.0REA1 2X12FLOERDGFRSS AAGE STEMW ALL FO OTING DETAIL.SECTON CONNECTEDWTTL __ ____ ___________ O6POST. JOISTSTi6'OFASTEN EACH END WITH LUS2,OALLHOLES FILLED O WITH 10d NILS. VARIES WITH GARAGE SLOPE (3)2X72 DECK BEAM. SEE PLAN FOPOURED OTING LL WOpsI CONCRETE WITH FIBER I XZJ '• t ABU66.USE,/2'ANCHOR EMBEDDED 6' m •. �dESH I I 1 I I AND ALL HOLES FILLED WITH 10d NAILS, - I I-i 11 I I� T. Irl 1Y%1Y CMU BLOCK FILLED SOLI,WITH r I III f B MIL VAPOR BARRIER OR - I I- = 30°OPSI GROUT. 1 51.01 - I ! III EQUIVALENT WATERPROOFING ANDFOBETWEEN C GISLAB ED SUBBASE I I I 1 I-. I II I I I TI- N ---- L---- ---� r 2X10 JOISTS AT 7"�T� 24'X24'X17 FOOTING WITH(3)S BARS ;-Ili x� I AND FOOTING)StAe I IV 18'O.C.,TYP ALL TYP I _ -0' 1 EACH WAY. - - * I III VIII ONE STORY:x=12'WITH(z)#4 f ■ 1 L3 L « V TWO-STORY:X=16'WITH 13)#4 R+ , FOOTING TO BEAR ON FIRM THREE-STORY:X-2P WITH(3)#5 6 Y 3S' - 3'S-_ UNDISTURBED SOL. 75' 17 "— 2 STEP FOOTING SECTION 33'-0' OW N FOU U4=1'-0NDATION PLAN J IIIII'Il il; IIli1 I TIL=1' m 8 Ir f-.T X`I g r- 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTINGISLAB 6heat No, ONE STORY:X=12'WITH(2)#4 TWO STORY: :X-20'ITIT((3) S1 .01 O THREE-STORY:%=20'WITH(3)#5 3 INTERIOR BEARING FOOTING 2 of 4 FIpI , I'. f) EAS I (,NASI [)PI JFI LI E c 0 b �� r i top y t¢- m V) O N $ o m , a < Qo i U W ZZ O o h J � Z i <>` N �S 1 0 W� C6 o U h �k F ! ,00'0 l — — a) [ m o . Z N t o b Y r V W I Y W 6L 30a ~ 1 11�� O Ca+aca J Z O 5{1 i lY () gm N `lo T I v O Zl --- -- - ------ - - ---- J _ a 5� (= mM F_W o R j .. oo oa o J ^ .r5 W < O U 1 n Q qLj Lr) riot v)Wd > U .6Z ^ o oo D uq 0 J Y U � � O O L.Li LLJ OcK W ° 9 g 2 4 a 100,091 (U13t1 ,(S OS t) 55 � ,tea v) Z z n �v1 Zm Z o CX 3 :y y? zJ Ja za �z NI k m c-, NN .n�n n c"S' r , � I 41 I � 2¢LAUREL OAk 2I'LAORFL OA'. LOT 46 LOT 42 LOT 5p 11 ,,I w� • I LOT 44 LOT 48 ' NO LAPa PIPE FOUND IRON CAP:1 PIPE 1050.0' 150.00' FOUND IRON F Xr- ) (150.44' FIELD) f';0n 9;A Design COTTt3Uftants SILTFENCE 50.0' Sit TFENCE hti k5 �C R O N K D u C I-f '--KCi 11EC'Tll K E 19"LAUREL OAK/i 90 J5, @ C+"GRAPE FRUITr 3�PLUA7 ac�ri,.eLE yvarri� .. p 9' UPRt7FRANEO AN�_� l J L o c K PADS 3 A/C CONCRETE Z �+ • la"FIC IPEE z UCN _ EXISTING AREA SCHEDULE M43T TON CONSTRUCTION NAME __COLOR AREA I A GuwsT�t ' MAIN STFIU�TURE - - 2.370 sy R I PD01 DECK _ 842 sq rt - WOO DEC '-- 604 sq ft. (,,PALM CONIRETEARE --------------- A 2,030sqE''TOT IMPERVIOUS SO FT 5,&12 SQ FTNOTE. EX.L T S77=Q FT 22,500 SQ FE CGNSTRUCTIa I A FOUNDATION SURVEY OY MPERVIO S'. 1596' LOr 43 LC r 45 LCT 4,f PAPION0 SHALL BE PERFORMED AND 12"LIVE OAKTOTAL EXISTING IMPERVIOUS SQ FT l AawNG A COPY OF THE SURVEY TO BE DIVIDED EQUALLY BETWEEN � PUMP�O CO.tC};E7t EWAv SHALL BE ON THE SITE L0T543,a 5,AND 47 ` DRIB FOR T'HE BUILDIN4 DECK INSPECTOR'S USE PRIOR TO wood '� FRAMING INSPECTION. 0 9 4'LAUREL OAK �t F� 0 Li ALTERNATIVELY,ALL 0 L �j} O O 0'0 I I D\ - O LOT 41 9 PROPERTY MARKERS SHALL -7- r o BE EXPOSED AND A STRING '/ ) UMP r STRETCHED FROM MARKER TO MARKER TO VERIFY POOL \ 17 LIVE'vqK / tI REQUIRED SETBACKS.RSIDENCEW NO 1075 CCV9 �HG:ON _ LOT 49 RLVlSffilJ /// TWO STORY STUCCO. o POOL t\ 5'PINE a f O ' \ t `,. w I ��DrzA�VrJ4' i _ CVNCREff, Z CARD Ll-'Ca V- < ' CONCRETE WALL g �. _ i OVl':RFD:jNTRANCE IS"PALM TREE'' I TW I d PRNT PATL' Wednesday,October 29,2O t4 U I - r'[t o.uT PIJA.SC., l a D_ � I SCREEN �-a-MT WCC Q Li i ' 30"LIVE OAK� VV\ �� I ELM TREE I WPALM TREE 5TlZUCT LV—[— 9"CEDAR THEE - SIL TFENCE N� WWW` LOT-5 4t 45, 45 0� v 019, V"LAU EL OAR E,i 'rte, 50.0, w 50,0' 50.0' 1050 - -r!,923,grr6��, 3g8 o' - - _ NO CAP,. -IPE N TT'11 JTI�.Fr--F-T NO GAP iT PIPE 150.00' FOUND IRUN /aTL Awic bcaCtl L FOUND IRON (150.10' FIELD) 32233 concr+�Te rtc.w,nrnFrca: SCALE: 1"= 10` —NTL PLAN 40' PAVED RIGHT-OF-WAY ELEVENTH (I "i TH) STREET SOUTH CGPYR40T 261 AD LW -Y T0L-v-IZT .X2VCD NO PART of Tl-b Dr-—'CD rt TQ>3u;TP U.5,P'-AYl4D(IV 0TI-LZ\Vtt;; COT,WL-ATrD N ANY f rxzu o2 FlY w4y VL`ab\Wl—!OUT PfcaI >\\/Z-TTtN Cc4,l-'T-r!T OF LltL-L'r ToLec-PT D11-%N W. I p ?�LOT 42 I WREL 'D" 7'110REL C)AK LOT 46 jLOT 44 LOT 48 LOT 50 NO AF PIPE , =oun�i ,ROH I 10500' 150.00' OUNc,RON (150.44 FIELD) Cexi sf n Consultm�Dosign Ys 411 i FF Nr.i SII 7 FFNCF --�, _ �. 4� ..� IIC rl () N (< 1} (.) C, I" 90. 0 R1 ( AR.r I TFC I U R F. .9'LAURc. ')AK/ 76., I ""Gft a.�, RVQ) 'l 1PI LIMl +l fli - _ _ _ _. IB w 3 Z LUT 43 AREA SCHEDULE px, IF NAME COLOR AREA ! ` 10'•PA LOT 73 AREA_.._.._ 7 500 sq h. MAIL STRUCTURE - 1,438 sq ft. FROf f COVERED PORCH 130 sq K. w \ 12"PALM raee' rrarE: REAI COVERED PORCH 380 sq It i CARSTRUCTURE --`-- 976 sq It.LUT 43 LOT 4j A FOUNDATION SURVEY -:WAY WAY-_.._ >054 sn hh LOT 47 AND SHALL BE PERFORMED IMPF V OUSIVIG 59 FTG - 3 78 sq h. 29"LIVE 9AK 12'L1VF OAK p\" A COPY OF THE SURVEY IMP RVIOUS LOT COVERAGE% _ ;7.71% C'A^ SHALL 13E ON THE St : FOR THE BUILDING ��FCIR LY 1,947,33 SQ FT OF EXISTINGOT COVERAGE TO THIS LOT I T,Fv1INSPECTOR'S USE PRIOR 70 CALCULATING REQUIRED o- �%-� i.F.d�.li Ow FRAMINLi INSPECTfON. ON SITE RETNNAGE O w J4"LAUREL OAK fir:, -- — O L� �� I 'y ._a /.f O ALTERNATIVELY,ALL {��' /✓ n LOT 41 O �, , 17\� (� ¢ °' r+ OLq PROPERTY MARKERS SHALL '� — r' g o BE EXPOSED AND A S'TRINC; r - i� Aoo }° r'hr- e-- STRETCHED FROM MARKER 4 0 # .t •J TO MARKER TO VERIFY i REQUIRED SETBACKS, LL 1 I p 1 u �< I �'"u t OAK LOT 49 LOT 45 AREA SCHEDULE o NAME COLOR AREA (n -- .�—A ., - fC SCG URA\VtJ�, F MAIL -STRUCTURE —__ _..�1 tfi5 s h. uw. Q = P00 COPING q I'!' �/ 'l. '3 4 _• - Z G4GU USCSt D 88 sq h. ,f�,1 iT�I . ,1 :t 13"PALM FREE* LL TJP � GAR GE ..112 sq h. nsx _ I F12YI7'04 TL DRIB:WAY - _ _�rT 136 s h. : w o R .5=' ,,,,� Wednesday,October 29.2074 > FROI i PORCH 354 sq R , W-0 1=cT vl 5C Q LIAPE TVIOUS SQ TTG 2 455 sq It .— 32 1 ` PGR.Jv}j 1.S.5Li.. 1� IMP RVIOUS LOT COVERAGE% .73% - .v.._. I <L rF11R ,947.33 SQ FT OF EXISTING i C LOT CULATNGG REQU RED RAGE TO THIS LOT UC) W ON SITE RETNNAGE. —)r �. 'O'LIVE OAR y, ��`V GG FLM TREE flOmc G' IS PALM TREE: j SILT FENCE 9"CEDAR TREEV j SIL T FENCE 16�� s LOTS 4 43. 45 '1.(-IJ EI OAR4c9 500 �,� 50 0' ° 50 0. 392- 3,9r6. 398 I l iso o' '150.00' - V0 C AF,1 PIPE /� Gil JTp I_4-1`-I NO t.AF 0 ROIPL 150.00' FO:.'ND!RON A LmTiG L/611CLI. Fourue IRON I (150 10' FIELD) fL- 50-0 p _ 50-0• 50 0' 32233 co►�►NE� to.w aaaon ao.w.aara+ SCALE: I'= '10' 40' PAVED RVG T OF-WAY '51TE PLAN ELEVENTH (11TH) TREE-i SOU ��N 5 1 T cra ��c tT 20-,'AD Lrbf Y To�aErz7 r AGN Nc A:.-: ,��I7 �,� _rzVE.a N �a�, I� u�e✓ X MAY c a �n f2FP2XJIJCED g T2sui�s� sJ� ;Ec Ok OT1L-Q%V�k C-04411�A7tD N:wY FazM OR by ANy t`f-ANS�V1Tll�rrl F�z�a vVwTFUrl Cwt,--N! O L kr_�� SEMINOLE ROAD X's scmf 1' 20' > CIS > z Z (154)5/' FIELD) 150.00' C) c 0 00, CUPd 41 0 m 0 qe rq s m :1E 0 En 0 Fn Ln C2 mCf) 0 p z pEn 0 (.na 0 C) (A ca 0 CD c c1to T--i 'o> 4 - U) C) O OZ C: 0 8 c P m 0 rn z 0 �K 0 1 0 CAP 1� , C: opQ Boa j rn o z 0 a) 150.00' 0 (150.2Y MLD) 0 01 C: >(n E, > c i o C�l PCO < r7. M O $ )� > Ln c Z M o o c a C [.SVO') ISVI EAS 1 COAS 1 URIA w V, 0 0 p O E I 2w O V < m a �~ N �} < o CIO V,4, Zoo h U p at < Z IN J r- 4 I p OJ A m V) y y Ix F� 3 ci I 0 W _ (Ql3u -LOBI) P5 .00-051 m o - hLd ± _ �, o Sof �w 1 m b _ Y ♦ F Y NN D Z O i [oKica m p N n Hrn I x r 8 W <10 = u ycr > O o p` CD J r N 0 m oil - c oC m �— O V) : W o o rl -7 o, o m 53 < W < p �J o c�p 3 0� 'L.— � O c II Q a Z 6 � R — \ fJ— a d' p u Id vlw d❑� 0 Li V) >Lli �� u o � W E p • m o V Cj 9U� p s O 1 00,091 2,, z o ((x130 ,[S OS I) WQ N Z w0 m OL ,l S U Tl �o vE o n L V,V�[T CI'dn�J lO�JiWAS - n rt Cls., > r ; m � y s ^. I III 1 I Z "LAUREL OAK 21"LAUREL OAK LOT 46 LOT 42 LOT 50 I LOT 44 , I LOT 48 I 'NO CAP zl PIPE FOUND IRONPl�CAP zL PIPE 1 1 150.00' FOUND IRON 1050.01 I I I I Concept 093Ign C®nslaltera43 (150.44' FIELD) SILT FENCE 50'0' SILT FENCE ® N,i Nh IA L R U INT K Tir D U C H A R C ft I T C T U R E U 90• 6"GRAPE FRUIT 3 rIJMT PORTABLE SANITATION 19"LAUREL OAK /0., Zw UNDER GROUND BC9' I o PROPANE TaNI�.—Q PADS y: Lu L. 12"FIG TP.EEt { C K 13 A/C CONCRETE .- L CONSTRUCTION EXISTING AREA SCHEDULE ^ PAR NG /\ CONSTRUCTION NAME COLOR AREA DUMPSTER MAIN STRUCTURE __ 2,970 sq It. POOL DECK 342 sq ft. 1 _ 10'PA' OOD DECK 604 sq ft. .�.�, -` CONCRETE AREAS 2,030 sq ft. r { 2"PALM TREE* NOTE: TOTAL IMPERVIOUS SQ FT 1,142,SQ FT _ EX.LU!SQ FT 22,5C0 SQ FT 'CONSTRUCTIONA SURVEY LOT 43 LOT 45 PARwNG SHALL BEAPERFORMED AND TOTAL ImI'hRvIu S o 25.95'!. 47 1 z"uvE OAK A COPY OF THE SURVEY _ 29"LIVE OAK .. CONSTRUCTION PARNNG TOTAL EXISTING IMPERVIOUS SQ FT PUMP'O x �CONG RE iE " Y EwsnNc BE ON SHALL BE ON THE SITE TO BE DIVIDED EQUALLY BETWEEN `�� I x a DRt,Y� FOR THE BUILDING LOTS 43,45,AND 47 I DECK INSPECTOR'S USE PRIOR TO o xrooD O w FRAMING INSPECTION. O4"LAUREL OAK ��: I O ALTERNATIVELY,ALL O I O O O PROPERTY MARKERS SHALL LOT 41 0'a 0 L()o BE EXPOSED AND A STRING n UMP STRETCHED FROM MARKER �0 v TO MARKER TO VERIFY / POOL REQUIRED SETBACKS.47"uvE oA{ >t LOT 49 RESIDENCE NO' fi075 IGONSRUCTION ruvL5a4 Li PA NG TWO STORY STUCCO El SPA f ; U POOL I 5"PINE i � 3 I `� i W SEE DRA\VINE' � CONCRETE = z CAM LISLR P (/) LLL Tip 0 0.7' CONCRETE WALL I I. C04ERED ENTRANCE:. 13 PALM TREE°` F Q PRNi vaTC 0 � Wednesday,October 29,2014 PRO-L.CT PLIA_ V Q PER1vNT 1551.1E 0- 0< SC REEN I _ Q I W 30"LIVE OAK �x16TING ELM TREE 13 T T "PALM TREE �HV UIZE, I ,SILT FENCE �ySILT FENCE 9'CEDAR 1REEi 5 �Na 120. L_OT5 4, 45, 45 h I 31"LAU EL OAK 110150.0' 0 50.0' 50.0' 59z 596, 598 - - —�1� - - - - - OUND IRON 1 Fi ------- ---- ------ -__-- ---- ___ --- iIT1.l STREET NO CAP 23 PIPE FOUN 1050.0' 150.00' NO FPIPE ^T ^N� � Au fl- FOUND FOUND IRON (150.10' FIELD) 52255 CONCRETE R.G.W.APRGN Ex�ST�NG SCALE: 1"= 10' SATE PLAN40' PAVED RIGHT-OF-WAY ELEVENTH (11TH) STREET SOUTH �51 COPYRKiAT 2oA AD. LWL_EY Toi DZT PC-510 AJC AL_t_ 117-5 IZIl--C R V`G D.NO PART OF TOL5 WORK.MAY E5F-U. D.ZEPRODL CMV..DI-5TRBLITL-R DISPLAYED o2 OTLLP-\VIbr—COlvWICATED W ANY FORM oR E5Y ANY W-ANS\VITIJGUT PRJOIZ WRITTEN CONSENT OF L NPL F-Y TOL_ar-2T DEIGN,INC. d ?�1^LOf 42 ,UREt OAK ?z"lAUREt OAk LOT 46 I LOT 44 LO 48 LOT 50 NO AF P,pf r "OUNC IRON 1ll,� I 1, f(• NO l.Ar ''PE 105,,D ' 150.00' r W -OUNI IRON � CJas}gn Cwlsutft�T4s 50,44 FIELD) l 50 0• —_--'—�(f'a•--..—____ SII I FFNCF t�� {_ R 0 I\ K 1) u c f 7J J SII i FF N('F "5ff.•D'--- I J j(�'�j Ni1 AKC'RI fF.r I RE O. u'GRA�r s PUIM� `— A� - - - :4"LAIJRE. )AK 76. RU;17' �'` I� B C K ti --- 201Y LOT 43 AREA SCHEDULE " NAME COLOR AREA 1J// 0"PA LT 43 AREA .7 500 sq h. MA Y STRUCTURE — 1 438 sq ft. ••• r\� Fit(FT COVERED PORCH �� 130-sq it. w --Z (j\• 12"PALM TREE NOTE: RE,R COVERED PORCH_ 380 sq R. GAI AGE STRUCTURE -- 576 sq R. DRI EwAv LO 43 A FOUNDATION SURVEY __ i.o5a sq h. LOT 45 LOT 47 SHALL BE PERFORMED AND IMF RVIOU3 S4 FTG - 3 578 sq h. 29"LIVE OAK 12 LIVE OAK A COPY OF THE SURVEY IM ERYIUUS LOT COVERAGE K ;7.71-X I SHALL BE ON THE SITE -.� ,.._..._ FOR THE BUILDING APPLY 1.947.33 SQ FT OF EXISTING '� o INSPECTOR'S USE PRIOR TO LUT COVERAGE TU THIS LOT t O Li FRAMING INSPECTION. FOR CALCULATING THIS \p��/tt��ttnn ON SITE RETAINAGE O 34"LAUREL OAK II O 1� ALTERNATIVELY,ALL O PROPER-TY MARKERS SHALL Lor 41 0,0 .� Ln o r ryo „; o BE EXPOSED AND A STRINC STRETCHED FROM MARKER C7 4 C3, !� ! `. �I fir -TO MARKER TO VERIFY REQUIRED SETBACKS. W 4r1 OAK REQUIRED 49 1 5P •"� .a .. f 3 I LOT 45 AREA SCHEDULE I� � � yr�r- i I �• �„� o NAME COLOR AREA i i a SCG t1\VNG --- z O ! z ccw uxe u F MA I STRUCTURE ._._._1 465 sry h. u�. �,. >' v . _ a POI L COVING ''J\ 13'PALM TREE' F 88 sq It. f — ___ — GAI AGE _y `._ 112 sq h. N -' I MOF OGTL DRI iEWAYRMOUS SQ FTG - ..:. __-.2.455 sq 1t, :>nxrsw ASI.— ,��T FKO_[CT Vlk;�cter 28,2014 136 sy Nednesda Qct _ w- Gyl FRC NT PORCH 354 s h , _ _ a ._ T 15.N.i� v! 1' IMF ER!IOUs LOT COVERAGE K 31 73/ 'ry I v` i APPLY 1,947.33 SQ FT OF EXISTING Q 1 COVERAGE TO THIS LOa� W FOR CALCULATING REQUIRED ON SITE RETAINAGE - ___ —�w_ir�'....w, 11. �tl a•- w.vaorwrn 10"L IVE OAK _I t {� FIM TREE 2Y�� L3 'PALM TREE U j SILT FENCE i TREE LOTt) 41. 43, 43 5a so. ay C9. it'17,U CD EI OAK Y� 50 0' boo' Y 50.0' 392 396, 398 O5O O' - IPE ITU U .,TTL NO t,AF FIE'! 1 50.00' 10 CAI-,,P FOUNO IRON FO.INO LT IRON A TL-.ANTIC by Ac-( L (150 10 FIELD) 50-O I: 50-0" 1 5D-0` 32233 co�INEa Ito.w.aaaora rco.w.Apapta SCALE: I"= 10' J1TE p�aN 40• PAVED RIGF'T 'JF- WAY ELEVENTH (11TH-) STREET SOUTH c y�t( 201-40 Lrbt.-LY Tole TzT V,--<N Nc A r .zVLo dO I ;L:, ' O2 MAY ISP pszwuc��51a_F3iiza, s. A ur�o Ou OT> P-'Atc c 4.rlcA;tD IN aNY 1`02M OR.a nNy t+,AN-5 VITU%..q r z x JT irTtrJ ca,J F_N cry -rt.q_ Y ra_.5r,c1 r ✓d rk L07 42 IN?�lA.1REL OAk 21'LAUREL OAK LOT 46 ILO 44 LOT 48 L07 50 NO CAP.�PiPE I I FOUND IRON I N9 CAP. PIPE 1050.01 i 150.00' FOL,No IRON Cont-Wt Design(onsuttalnts (150.44' FIELD) --- —-- - --- -- - 50 Q J 9 1/ SILTFENCE _ SILT FENCE NLhS CkC)L�K UL' C; E B L , -- ((cc � Via_ , ,�Xc1lirFcrR 19"1 AUREL OA.// 90' 11 u"CRAPE F�CUI7 �{ S"PLUMl l I— .ri ka I I U U Z WIG 10.14 i I Fe- on},,n rcetExrlaa LE LO NAME 43'4R—EA SCO ORUAREA �i :' ,`':: _ � t:., hi�ta.rt. ( lo'PA�',Ij�. �I I LOT 43 AREA 7.500 sq ft. MAIN 51RUCIUHE 1,438 3q R. ... ,. .. T I LOT 45 1 l0"r 47 FROffi COVERED PORCH 130 sq ft { 12"PALM PRE NOTE: REAR COVERED PORCH 380 sq ft. I - GARAGE STRUCTURE -- 576 sq H. s=0^_ LOCT 43 �„L0�0 __L_. 7�.6^,- 10'-O' A FOUNDATION SURVEY j DRIVEWAY_ 1,054 sq R. _ I ;.. I I I SHALL BE PERFORMED ANIP IMPERVIOUS SQ FIG 12 LIVE OAK A COPY OF THE SURVEY 1 3,578 sq ft. I LtvE--07�� 1 •'. I : I I I I '. IMPERVIOUS L07 COVERAGE% 47.71% I SHALL BE ON THE SITE rl FOR THE BUILDIN4 APPLY 1,847.33 SQ FT OF EXISTING `7i�iiia rt I 17 INSPECTOR'S USE PRIOR TO l0T COVERAGE TO THIS LOT POR CALCVLATING ON SITE RETAI ' I � �m�y] - FRAMING INSPECTION .REQUIRED d9 OoNRE OAKAGE W 0 ALTERNATIVELY,ALL --- - y Q PROPERTY MARKERS SHALL - I Lq LO r 41 ` /y-- d V Ln BE EXPOSED AND A STRING Lo STRETCHED FROM MARKER 4 1 TO MARKER TO VERIFY -t---` REQUIRED SETBACKS. IIYE OAK Lor 49 LLl -f R�vL SPINE� I 3 LOT 45 AREA SCHEDULE NAME COLOR AREA I LuDRti\VNC, kl MAIN STRUCTURE - -_ '1.465 sq ft. 1 "PAIN FREE4' 1 :L POOL COPING 88 sq H. r O GARAGE 412 sq fL f ~--':._ +: .eai,ra I r I GKN7 DATG DRIVEWAY ---- -- _ i L. I■1TUessfay.November 04.2014 o 136 sq ft. aue�ea. ,��', FRONT PORCH 354 sq ft. P¢O.LCLTTP1�1.7A5�6. ¢ IMPERVIOUS SQ FTG 2,455 sq H. �s �y J I LJz4 I 16--ILL--ILL,I ,s i < L- O f IMPERVIOUS LOT COYERAOE I I APPLY 1,947.33 SQ FT OF EXISTING 1 L-� Q LOT COVERAGE TO THIS LOT QdQ FOR CALCULATING REQUIRED ON SITE RETAINAGE �n - I OAK a flomE' g L,]. EI.M E 13'PALM T'EE } �._ _.-} :-t # ::-- } '. .. 9" EOARE TEE SILT FENCE �. y0. LOT.,) 4 45, 45 ?t I Jl*t6ui EI OAK I50 0' 1 o0 0 50.0' 592 396. 598 1T1) SRLEY IQSQ.O' [ .VU' NO GAP. PiPE A qp� �� NO CAP.,uJPE .111111; I - �. FOUND IRON ATLANric b"cit FL_ '"OUtdJ i11oN FIELD) 32233 SCALE: I`= 40" 40' PAVED RIGHT-OF-WAYTL PLAN ELEVENTH (11TH) STREET SOUTH C0r'*Y'V4,T 2,u1 AD Lttxl�Y Ta-Dc-QT GL50 A- .1_I_ L>J Lt?.5 2--�cLVED NO r>Aar OF Tit,Wa2Y W-Y a1-U:ru ;cu PSrvL-'kTrc- or4 OTLL2\VL:C CO!'44 k4T�-_,D N W Psi az oY ANY SAN`,WITLIOUT ova- ,VwT-TIA Ca#f�;NT Cf ut�L-0 Y rOL�zT c��GTt r!C I 4'LAUREL OAk ZI-LAU.FL OAk j LOT 42 LOT 46 LOT 44 LOT 48 LOT 50 NO CAP! PIPE FOU NO IRON ((��(, NO CAP.1 PIPE I 150,00' FOUND IRON 1051.o' Conc*C3eBr�rT CWisUlt3(t FT (150.3.}' FIELD) SILT FENCE 50.0' _ , l suTFENc£ ,L n5 If(` 12 0 t! K a D C; c Ei ////''��^^^^ R L' ARCHITECTURE 111 90 6"CRAPE FRUIT 3^aLUMt .�{ 9U 19"LAUREL OAK j )5,O L� 11 PoaraslE auurArc;. B'� O UPRO'ANEOTAN�_—O �`� C K PADS / 1 A/C CONCRETE —' / z 12"FIG lPEE /// LL F EXISTING AREA SCHEDULE NAME COLOR AREA /\ CONSTRUCTION MAIN STRUCTURE 2,970 sq ft. a \ I POOL DECK 604 sq R `r, O'PA I ONCRETE AREAS � 2,030 sq ft. TOTAL IMPERVIOUS SQ FT 5,842 S4 FT 2'PALM TREE j NOTE: X.LOT SO Ff — ---22,500 SO FT eeNaTreucnoN LOT 43 LOT 45 PxG A FOUNDATION SURVEY TOTAL MPERVIO S'. — 25.96'. SHALL BE PERFORMED AND 7 29"LEVE D K f. LOT 4 CONWRUCNON PARKING 12-LWE'JAR yY= �I A COPY OF THE SURVEY i TOTAL EXISTING IMPERVIOUS SO FT TO BE ON . TO 8E DIVIDED EQUALLY BETWEEN I! \ ? PUMP�O .r L >.. G R 1 exsnNG ewvevAv ` j SHALL BE ON THE SITE LOTS 43,45,AND 47 \ t T FOR THE SLILDIN4 DECK 4 INSPECTOR'S USE PRIOR-TO WOO O 9 FRAMING INSPECTION. \r _ O 9 .-0"LAUREL OAK W O D a O ALTERNATIVELY,ALL LOT 41 Q I o µr`r" O PROPERTY MARKERS SHALL `� I_ j .� Ln o BE EXPOSED AND A STRINQ o STRETCHED FROM MARKER I ; uMP t T a� TO MARKER TO VERIFY RP00 c x sr uvE onlc REQUIRED SETBACKS. LL1 RISIQENCFNO IQ75 ' s CCN9 NCT,ON LOT 49 L PAAIGNG �vL^KOH 4 TV1(O STO I POOL ' 5"PINE L a3 9 —4` s {° JCALL',.. O I W VRJ.i�V I -� y !'.,tea L CONCRETE z Z � CAW UJCR l>. QT� 0.7' CONCRETE WALL pvF�g NCE W -rte I - 1 ^T-F E4:,EN1T2A N : --. 13"PALM TREE' W ` PMT VATLr Wednesday,October 29,2014 FRo,G.Ci �T 15— Wednesday, ^ SCREEN _ Q ' LLQ 30'LIVE OAK V x �N ELM TREE L,�TP uCT 1- 13"PALM TREE •�..f M'[,,,. 9—lLfF NEN CEDAR ,,,EE SILT FENCE 00. LOTS 4L 43. 45 I :O0 0y � O� ! 31"LAU 0 EL UAk ��3 7�50.0' 50.0' 50.0' _ 392 3�96, 598 1T0 CAP sl PIPE 1 . 050.U' 150.00' NO CAP, I , PIPE TU .5TIZLL-T 'OUND IRON (150.10' FIELD) FOUND IRON ATL-mfic bc-A,Ca fL 32233 (%Y+CRFTE RG.W.APRCH SCALE: III= '10' 40' PAVED RIGHT-OF 'NAY ELEVENTH (I I TH) STREET SOUTH c�PYWLE 2cLd Ab Ll��' 'v�e�rz ,� , T Y f T aTt N, AL wGLI;',w s?,� NO PAP-T Of TL L5 VORY-N.4y aL Lut rz�xr a x v xsTa e�r�� r��..AYC D r� o j L�L 1J(% Cm+i-WA Fu N e,NY FOPM OP,aY w4-r K&45 mTL10Lt(Prm\V:2:T-i f:N Caf b(:ptr Of Lltt;r Tale-2T w I ...III I I I i I I I I 2 I 'LAUREL OAK 21"LAUREL OAK LOT 46 a LOT 42 I I LOT 50 LO T 44 ; LOT 48 I ' NO CAP 2� PIPE FOUND IRON I NO CAP 2i PIPE 1 150 . 00 FOUND IRON Concept DeMgiil CC�OoI�Is�IIOf�c nts II I 1050.0' I 16'-0' 50.44' FIELD) SILT FENCE 0 f _ n ° et + "WILT FENCL f, J}f\.Qd°aD d D d a�< 50.01 �,�5`0" � � '�: 1 l C �1 3„PLUMcp I I '° el• a..0•°.'o:•°I.'o .'o• .'e: .'e I OUTLET INLET pE FPIJI T I I Dow�ISPour 4A,:°d;li�; 4.0” 1 INTOIPIPE 16, — — , , ..°e D °De De.°d{.°Da'. Dn'.°Jn.°09e.°tr1 •O'' W a D de(� i0.d oe D d °e. coo 0.0 U O"� ON-SITE RETE ION ( W 1 " 48 a° °DSD De d d °Da 459 CU.FT. �\ OSS W 1 , ry �I'p C [� G� 1 OZ IU IV I1\EE q� d °0 Id°• 0 d �D� ` I J 1 w I °d d Da dn:°D'1 d LDn D —Id \♦♦`Q� I — /ry 1 O^ { do.°D•°�D°.°°�D�^'F�n•' Dn' d. d ads \\�/ _ I oq D d do oo-a.'o{. mn >dn d de.o /O 10 ♦OAS Q va LOT 43 AREA SCHEDULE 1— z g A— Da D D d Da J d �D. / ° ♦♦\ W i ° .� / NAME COLOR AREA 10"PA LOT 43 AREA 7.500 sq fit. 11�yJn D 1Dn' D D I I 1 I I ao,xa.D ds:;� d �d° D 0 �Ox o I LOT 45 I I LOT 47 MAIN STRUCTURE 1,438 sq ft. �j �,-�, ,� ° ,o:.• ' 12"P DG NSPOUT °DpvDe da'. °d°• w ALM TRE NOTE: FRONT COVERED PORCH 130 sq it. cD INTCPIPE Via : <: o ' REAR COVERED PORCH 380 sq ft. A. � 7';6' LOT 43 'w o:. Q� 22'-0" I�� 71 i1 A FOUNDATION SURVEY GARAGE STRUCTURE 576 sq ft. � �` W 7 16 7-6 7-6 I 0 X °' `'� SHALL 13E PERFORMED AND DRIVEWAY 1,054 sq fit. W :1. �; I I 'o I I o, _ ;� 12"LIVE OAK A COPY OF THE SURVEY IMPERVIOUS SQ �G 3,578 sq ft. °I;' ( o I :0 o ;° SHALL BE ON THE SITE IMPERVIOUS LOT COVERAGE % 47.71 % ' -6.0'° I FOR THE 13UILDING ON-SITE RETENTION 7_6 ]_, ' o '1611 ® o INSPECTOR'S USE PRIOR TO APPLY 1,947.33 SQ FT OF EXISTING t,o2z cu.FT. o OUTLET INLET 1 w LOT COVERAGE TO THIS LOT I gel' IDGw P UT 3060 I I I 0 w FRAMING INSPECTION. I FOR CALCULATING REQUIRED R P M TREE ° ;INTO IP �9 0 _ ON SITE RETAINAGE 0 w I a� NA' T 29-0 aeh a I LQL BATH 0 — I I I ALTERNATIVELY, ALL 0 11 z $ a PROPERTY MARKERS SHALL • COVERED PORCH I 0 LOT 41 0 o BEDROOM %�� \/ Pa`/ERS o LO o BE EXPOSED AND A STRING N 2exao / Lo w CARPET OBL fix&U-FIXEU2ex90 1 �' _� STRETCHED FROM MARKER 1 a_ , 9•> 1 a IMI 10'CLG. �F"'w• F- .oD NSP(I z ! o I IN OPIPEI I I TO MARKER TO VERIFY C 2 SHELVE , o j _ 131_611 KITCHEN I , yfixN REQUIRED SETBACKS. I -2.0" "�- 1 >. I STORAGE LOCKERS WooD , 4 IIVE OA -6.0" i I, COVERED PCRGH °• i wi WOOD O'CLG. 1 K LOT 49 ` 7" 1 ................................... ; OUTLET I I °I 1 a — (/ fZEVI�ION INLET Z �1 2'SFELVE ;: I z DOWNSPO r' ��%�Y \ ° O a O INT PIP Dr3L 7v"x9 o" w 1 JI 1 w IJ tu ° w I I I ON-SITE RETENTION I.1.1 A�� 1 \\ /Y\ GA5 P1`•E IQ_ '° 1 z 22• 22• 15• 18- Uu , ITO 1° WT, ( wA ;U `O : I WINE BEV ICE I 1 I ',PINE SIDE WALL SECTION z BLrb"x90'1 05L76'x9'O" , D��E Z i w 1� ,� a , D 1 alO BEDROOM•4 .o ° Ip w I 1 ! W ,J l0'.O" EI Y,i HT.. `may`• e- 1 ted" \ 12 SHELVES .�-i i� "' Cf, a 1 a-� , o iDINING II� I SCALE Q LOT 45 AREA SCHEDULE j 1 0 �:.� 1WcoD 1 R 9x9 o' KITCHEN 3 . w SnI o'CLG. ' n p ^�� N , w _ \ 10'-0"CEILING HT. O .. ;° ' a�••° Z 1 W tl 1 �4.` D��\• I, \� 11IggIII pl .... i 0 NAME COLOR AREA Z o 1 �0 .i° ' Z I Illo I I LyW 11 I Vz �� ! i 1 �$ 5 AIRS z CAdP uJL{Z I�= i9"eo' ze.�.o. _ U WooD 1 I a I g ° .,.` °u<<H ° I I I W MAIN STRUCTURE 1,465 sq ft. w 1 -- 1\li! �� 1 1 „PALM TREE* :1 1 z GARAGE •� = POOL COPING 88 sq ft. o I GREE - PP—IN PAT[- g a m1r sr+LUES ° 3 sa^Easaaa=_ $� _ N GARAGE 412 sq ft. BBII SDN 0 � I --- -- ---- -. �'. , . �� - o �? � Friday, November 21, 2014 DRIVEWAY 136 Sq fit. U DINING ROOM GREAT ROOM z Cry IO-O°CELNG NT. w 1 DOWNSP —— _ - IO'CLO. '- 1'�1"� 1 /' 1-�I I •�Fuea 12 wocD � �• r I��l�l. r+-IA��' Li FRONT & REAR PORCHES 354 sq ft. z Ir Z e INTO I ' �- I pE2 I 1J�UE o O a' ' MT Q IMPERVIOUS SQ FTG 2,455 sq ft. W I I I I GREAT ROOM w a 10-0 GEEING IT. CL IMPERVIOUS �ryy�+ COVERAGE �q qq g� _�•y[/yy N IMPERVIOUS LOT CONERAi.E % _w^� D W a o� � ° O '• 2 �'+ /d 19 Ri9F]zE a l 3t'.6 ... w � O /• d l / I F ° O ° 00• a ( I D NSPOUT APPLY 1,947.33 SQ FT OF EXISTING PIPE LOT COVERAGE TO THIS LOT o 9?RNPOOR3 o FOR CALCULATING REQUIRED w L - a .. .. OBL 26"xs'O' T-7 ceL 7G'xgo" OWNSPOUT . LLJ ON SITE RETAINAGE a , ,I---I �� SO PIPE I I I 30"LIVE OAK OFFICE,/LI)3RARY '' COVERED PORCH Z lo'-O•GEILING IT, 0 I_ I L I �p COVERED PORCH •�> .•.> If—^t $ 10'-0"rcILING IT. DOWNSPO ® 10 a 93 ELM T EE to NTCPIPE—I} — — — — — — — — — 1 5 PAL TREE I I 3Ca0 3060 � °e I�, °-a I sa•-° 1:�•;° I ` flomF. �5 SIL FENCE 3 SILT FENCE D o LOT.5 41, 45, 45 Z `90 9 D 0 lb O z N w y O w O z I X31" LAUREL � W NEW PALM TREE NEW SHAD TREE ORK 50.o I 3 2, 3 6, 3 8 r I MIN. 4" DIAMETER MIN. 4" DIAMETER " , I I '" °50.0,�:�° � 9 9 9 50.0' _ ! f >Q�.81-Q11 .° P.•.A.81-Qil 1a V VV ' NO CAP 2� PIPE 10 5TZLE T u 1050.0' ' NO CAP 2� PIPE STREET ELEVATION 150 . 00 FOUND IRON ATLAOC �EAC1�, FL -zo.o'° (150.10' FIELD) 32233 FOUND IRON 50'-0" 50'-0" 50'-0" PAVERS IN PAVERS IN COME51NE-P R.O.W.APRON R.O.W.APRON 14'-0" 14'-0° SAL. � n � 7OI 40' PAVED RIGHT—OF—WAY 51TF- PLAN ELEVENTH ( 11TH ) SOUTH COPY2IG'IIT 2014 4.D. LINDL_EY TOL-E5E2T DEIGN, INC. ALL RIOTS 2E5E2VED. NO PA2T OF TfII—') \VO2IL M,4Y E5 U5ED, 2EP2oDUCED, DIST2IE5UTED° DI5PL_AYED O2 OT.NE2\\A5 COMMUNICATED IN ANY FO2M 02 DY ANY MEANS WIT-IJOUT PIZIOP- \V2ITTEN CONSENT OF L_INDL-EY TOL bE2T DESIGN• INC. i i i i I i I I I I 1 I � I 2 "LAUREL OAK 21"LAUREL OAK LOT 46 I I LOT 42 I I LOT 48 LOT 50 LOT 44 , I NO CAP 21 PIPE N CAP 2 PIP FOUND IRON i E t 1 1 i i FOUND IRON Concept DD edge C�onsukanta 1050.0) I 1 150 . 00 �- (150.44' FIELD „ ) _ F1� '-WILT FEN E Qo; J; . ,. a ;'°aa.aa°e,a 0.0 •r-s_o SILT FENCE .� 0 N . U 11 oTs � � (k`L AR Cti I TECTURE I ° + I- { - — - - ° ooa - -I - — � - - — I I I 90o d D �y; aF a<'. ; °a °a° 3„PLUM �o DOWNSPOUT 7 .'a. .'e °I. °. •°.'a• al.'e. .'a: .'e. .'e I OUTLE! a toll IUNLET PE I T AQ a e INTO PIPE 6s .+ °Oe.°Dea Ol dse D Oa•.°de°.°01 3.01 I _ 4 sa-�'n — — — — — — 17 d °0e•.°Da.°Ja .°a1 LV OR uPQ''; 0�6 ON-SITE RETE ION Z i ,. e3' ; D �jd d°e. a.;. o. 459 CU.FT. Ld d °D- a °Da:•° °• °• ° ♦ OJS< LL O 'I 2 ,I,G TREE xm a °O d Da dFQJn d °a'°'�aa•°d. , Q ' ° a IW ♦ I I J 0 1 w Q ° t z 0 d0 D a 0 d a d e�d°•=D° / I 1<0>1 `O� + F — /PF-, W y � X-'. x,201-0". a da °aa °dv �.- I� •♦S/O �1 ¢ °4 x t D d 11 0a•"D! Da de. De DDa Do' ,OQ 1~0 C♦SOF 1 o V " s LST Q I' , 00 y d 0 6 as D da d da'°aa °0'. "PA NA L 4 `� 10 LOT 43 AREA 7.500 sq ft. I I D D �d a w I I I I MAIN STRUCTURE d a a ', 0 - I LOT 47 I 0aao o LOT 45 1,438 sq ft. (J i 5, 1 1 12"PALM w 1 FRONT COVERED PORCH 130 Sq ft. U1 t)-� DG POUT °,�'' W r ALM TRE NOTE: t i INT PIPE "� e 'e '> '°e a 'a O 1 ' a e a (� i \ / da..°00 00'.°ao.'. D de ; 22'-L" J REAR COVERED PORCH 380 sq ft. 1= 7'',6' LOT 43 ° D D w ,' " 1 11 A FOUNDATION SURVEY GARAGE STRUCTURE 576 sq ft. (a w' 7 J� 71-611 71-611 DRIVEWAY 1,054 sq ft. w a .D O; I I 'o I I SHALL 13E PERFORMED AND u 12"LIVE OAK I �_o 01 I o I ,� A COPY OF THE SURVEY IMPERVIOUS SQ FTG 3,578 sq ft. 1I-' _ I l0 1 r � SHALL 1.3E ON THE SITE IMPERVIOUS LOT COVERAGE % 47.73. % ' -s.o" I I FOR THE i3UILDiN6 : ! ON-SITE RETENTION �° O 7-4” 7' 8° ® ® o INSPECTOR'S USE PRIOR TO APPLY 1,947.33 SQ FT OF EXISTING 1,022 CU.FT. f FFFW h o OUTLET ,L LOT COVERAGE TO THIS LOT �, o F I °I' ,INTO PE � I I I O w FRAMING INSPECTION. i DOW P UT aow FOR CALCULATING REQUIRED P M TREE I W 0 FlALTERNATIVELY ALL ON SITE RETAINAGE 0 I aGA I T 29'-0 ^I'•' o f Qom, I D 4 I z L BATH \d/, A> o o i� PROPERTY MARKERS SHALL z COVERED PORCH N 1 (� 0 i w I � PA�ERS 2 I L0 0 13E EXPOSED AND A STRING LOT 41 (V o BEDROOM4 D I \•° I W 28a310 CH!2'6s6/0-FIXE026x610 O CARPET I•' L0 0 2_ ' a ml ,U'GLG. STRETCHED FROM MARKER DMNSP6- ,? i I O °� N OPPEI UT nal • z I I I TO MARKER TO VERIFY .1,_011 ,1,-0,1 .1,-0,1 11_011 :. = r, ` ' D Q 1 a m KITCHEN -6" I REQUIRED SETBACKS. 13' I I Z 1 ,; Wood OAK LOT> „ ;� STORAGE LOCKERS 10'CLG. I ' ��' LE Q -s.0 3 1 COVERED PORCH :' a.° i a•° W' o ' 4 9 ..................................1. .. w o0 ' O I al N II'$ IW OUTLET w I, REVISION z O 1a D 1 {wF- 1 -ll f;1 c ..k.'' sti :i ;w IIIIII�''' W 10 1 W Y' .J '2""v f ""� 12'SHELVE NI u) INLET �� o �� z DOINNSPO 7!: �o �� I !1 NT,PIPE DeL 76"ao a�.' w J F wa' a l 1 5 I l O ON-SITE RETENTION .W .�� /\y/\ GAb- C 1 2. 22 22 tH' zo d. wr g! O 10 ° I I " x WINE HEV ICE 1 5"PINE 1 WNe I " D 9 OU m I a - oI •u I I < 1 T DHI 76'x60 DBL 76 x60• I1 mu odIPE I� 1p,a SIDE WALL SECTION W 1 o lO BEDROOM 04 0 o° ,O Q F ,J lo'-0"oEiUNG IT, y ,. .. S _— / � tY SHELVES rvm P °,• i - 1 a am Jo I z DINING Im 1 SCALE < LOT 45 AREA SCHEDULEz o �, o o w000 F-5u- D�,4� 11N a KITCH 5 IOI CLG. z , ry NAME COLOR AREAO 10'-0"C-LNG IT. '° ° z 1 W 1 a$ O w 1ui �L I r;•1_ 11 a _ H -�_0 3°ef• w w �x STAIRS CARD USER ID� 7 iaT as nreca ao„ 1 xa -b" 7e'.6 o" i� a 1 aI U� (wcoD A °- I Z MAIN STRUCTURE 1,465 sq ft. , , �; .�o e °P•' 1 I g •o'TM�K;°°��N6 I I 1 „PALM - W I / z ..GARAGE TRE Ted POOL COPING 88 sq ft. ,� o _ _ wjN 3 m - 12'SHEIVES -.gip- I Q PIL11\ DATE: Y i S d"*-BEd bP�7N -- _ cel V J .- a REjE .a GARAGE 412 sq ft. - O Friday, November 21, 2014 DRIVEWAY 136 sq ft. j olwriG ROOM GREAT ROOM (7 10'-O'CE14NG HT. T 6il'ALL IW- 1 , 19.H-x644H,poR w000 W d' PROJEC Pa-IA�E: ` �,/ DOWNSP I wee 12 1D'CLG. r' j I FRONT & REAR PORCHES 354 sq ft. z ® � ,°°o Z INTO — I a `�P � I pLZAAIT 1�,J, uL <C IMPERVIOUS SQ FTG 2,455 sq ft. n ° "�I GRFAT ROOM w O lo-O CEILNG HTUT. d' e I` IPAPERVIOUS LOT COVERAGE % 32.7 % -a ° D l l 3 O �� I9 RI9ERS a T 3/16 ❑ W ° ' O $ a0 I I ❑ NSPOUT APPLY 1,947.33 SQ FT OF EXISTING D5L 79 x6'O" nary z N OPIPE LOT COVERAGE TO THIS LOT Q OARNOOOR6 X H0� I FOR CALCULATING REQUIRED w ��SS a F - c9L rb°z6'o' � oe b".6'o• _.-1�•Q©O PPE SPOUT LLJ ON SITE RETAINAGE o r--,r---I r— ( I I 30"LIVE OAK N OFFICE/LIBRARY COVERED PORCH z :O'q•CEILING °'° °•' 30 L I l I COVERED PORCH a•° :a° O 10 K3 KI FCOD� ELM TREE 13"PAL TREE DowLnsPo INTO PIPE 30x0 306D °•Is— —,°.-a- I �a s0 a•a I -�- SIL FENCE ' z [..%5 ` - 0 SILT FENCE W LOT,5 4, 45, 45 W n , T 2 Q-) I� O 1 I ® o N LL 1 z _ 31 LAUF�EL NEW PALM TREE NEW SHAD TREE .o ° OAK MIN. 4" DIAMETER MIN. 4" DI METER'°1 ' 50.0' I O -..50.0'-.- 592, 59 6, 598 50.0' iiT.!_.I STREET I.' 1050.0' NO CAP 2� PIPE NO CAP 2 150 . 00 ATL.ANTIc EkAcJ 1, L � PIPE STREET ELEVATION FOUND IRON F �-20.01' (150.10' FIELD) 32253 FOUND IRON 50'-0" 50'-0" 50'-011 PAVERSIN PAVERS IN COMEAN�: P R.O.W.APRON R.O.W.APRON 14-0 141-011SCALE: '� " '� O, 51TF- PLAN 40' PAVED RIGHT-OF-WAY 2*lli ELEVENTH ( 11TH ) SOUTH51TE COPY12-1 'a-IT 2W .4P. LINDLEY TOLI3EKZT DE51GN, INC. ALL 12-1( flTS 12-F- -51-12-VE P. NO PA1ZT OF Tfll5 \VO1Z MA5E U5ED1 IZEPIZODUCED, PI 5TI2-IE5UTLR PISPL_AYED OR. OT.NE(Z A/15E COMMUNICATED IN ANY FOIZN) OIZ 5Y ANY IVIEA•N5 \\/ITflOUT P12-I0I2- \VIZITTEN CONSENT OF LINDLEY TOLI3EIZT DE51CI'N. INC. (ll DEC a 4 2014 By /N Concept DD edge Conadt ants CR N I r::::E o ufldng Contractor Bo co %/ Building Cont raCRL3 t':i, IF7 C. COMMERCIAL AND RESIDENTIAL . .. ' NOTE. A FOUNDATION SURVEY 3 13 33 SHALL 6E PERFORMED AND A COPY OF THE SURVEY . - . - • . SHALL >3E ON THE SITE Y _ FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION, ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER ., ' TO MARKER TO VERIFY it REQUIRED SETBACKS. 39 ' 11 th S tr t do-% 3 23 3 Atl n'ti%-4-.N.. ' B'e ach V' I I CAPP U5LP_ IP: _'rE T, P12IN PATF C -IN ST I N I S �'O� Wednesday, December 03, 2014 October 1 2014 PROJEC Pa lA SE REVISED December 03 , 2014 DIMENSIONS: OVERALL DIMENSION: TAKEN FROM EXTERIOR 'STALLS INTERIOR DIMENSIONS : TAKEN FROM llou o STRUCTURAL MEMBER (STUD OR BLOCK), NOT INDEX OF DRAWIN SHEETROCK. HE-W flom[_ SITE SITE PLAN / CONSTRUCTION PLAN TYPE OF CONSTRUCTION IMENSION ARE IN SQUARE FEET• • a • • • e m • • TYPE V- A-1 1st & 2nd FLOOR PLANS OCCUPANCY CLASS. . ,, . . . ., GROUP -31ST FLOOR. 1438 A-2 FRONT & LEFT ELEVATIONS 9 T T T 2ND FLOOR: 1 492 A-3 REAR & RIGHT ELEVATIONS ATLANTic Ek4,ca FL A-3. 1 GARAGE PLAN & ELEVATIONS APPLICABLE CODES : 22>5 TOTAL ENCLOSED: 21930 A-4 SECTIONS & DETAILS 1 . FL. BUILDING CODE RESIDENTIAL 2010 DETACHED GARAGE: 576 A-s sECTIONs & DETAILS 2. NAT L ELECTRICAL, CODE 2008 PORCHES : 644 A-6 RAFTER END DETAIL E-1 E D FL 3 . FFP CODE 2010 FIRST AND - SECOND FLOOR ELECTRICAL PLANS TOTAL COVERED: 3,574 E-2 GABA E CAL` 4. ATL, BEACH LAND DEVELOPME NOT INCL. DETACHED GARAGE , G ELECTRI PLANS NT CODE S STRUCTURAL PAGES coPY�iG�T 20�. AD. uND�E-Y To�51-P-T PL-51 N, INC. a�� iGNT� sz�S��V�D. No Pa�zT of Tfli� �Vo�� Y �� u��D. �z�P�zoDuc�D, Di�T�i�uT�.�. Di�p�aY�D o� oT�I��z�Vi�� coMMuNicaTED iN ANY fop-M OP— EY 4.NY MEaN.� \ViTNou P�io�z IVa i EN coN��N o T TT T f ��ND�I-Y TOL5 T DE - i�N. ,iNc. 2 "LAUREL OAK 21"LAUREL OAK LOT 46 LOT 42 I I I I L LO T 44 LOT O T 50 NO CAP 21 PIPE FOUND IRON ND CAP 2� PIPE I I I I 150 . 00' 1 FOUND IRON Concept D o .gn o nsukants 1050.0' s' (150.44' FIELD) I' i vi ,,,iiir vv mr mawuamonwuumiiauiimiiimauamru, ,iiiaiiin��r rvA�7u-N '°. ° roiiuuiivawv ,iiuriiiinovivu muw�,mmivavviiariimuarairavvvuvivrormiivmvumvvuuiiimiunwxowwaumuiuv aimevaro,iiii ,rriuiviruim+viauaro ,umnnm uaiau mmwvr uivuvrvmrmr ry �„iiivurvrvaxrvirauuuvriviauvviiauuriaviivuiu v mi f ' \1 C NK +sn, r•, , •s `�J f. 0.s,, s,,,)` a } i .,a` ON SITE RETENTION +per p .ra" s 1'•t;" 9 483 CU.FT. APE 3u P L U M8f ' °....... .... , . y& . . — g _ JI �yy 5k�✓aVyf-+ 14.a a I 9 �.,I'`� E 2-*.,,.f 9'�",„,,,,,,,,,,,,,/�..,,,.—....... ��'' �E„ �t t d' + ON RETENTION ! ,` z y ., m: ...... ... ` IN[...�� ::. 3 I y d �a d' bg 'a a �o d bi, 459 CU.FT. f. ,' E.i.i ss 9{{9 C / pp,� � sg�. ..f „5..., p - A 3 'O 9 Y`i,”"b A b 7 .�._. R 3„�..3 ...(,. O O d�,. Yy7111 g '04 £ !^^.” ,,"' 3"' -7 c u 9 4 dnsp d �0 dA d if 3 ¢,� ,`£ 4, .,s8" a C, 4 m o ...,,� +..J§°D R�id P�°:...a-. ',.�'€,...✓ s...F� �3 0 x a o s i it cC.". zl's 3 g¢ (X Q a.. � 6 A d A �d Pn p d LOT 43 AREA SCHEDULE �M.3 bZJ i e °d de do dd d 0 d'F /fw 3 9 s£-•,i .3 3 f I r' d i g. ... 'es ',J �-',a, yy0 i i IO NAME COLOR AREAPA , I i�d dvld Id a } _,...,., , "• 7 LOT 43 AREA 7.500 sq ft. - MAIN STRUCTURE 1,438 sq ft. ,4 3 0 8 D pdAo o y I L 45 0 LOT 47 y p'yj,,(�� 0T I IL 5'-© 'oa°U 3, 2�g5c�ll `°.r..�.��'°.°d FY'n Q�11 6°.°4 d °�4, a 3 POOL 3 12"PALM rRE � FRONT COVERED PORCH 130 sq ft. ��/ `JJ �'/ Ff t- NOTA: 221-011 REAR COVERED PORCH777771 380 sq An, An n An An ,q 3 f .. LOT 43 °' ;.7.,; 7'�6" 7'-6" 7'_6" A FOUNDATION SURVEY GARAGE STRUCTURE 576 sq ft. ' ' - A. L _ X, . 13 .I a 3 SHALL BE PERFORMED AND DRIVEWAY 1,054 sq ft. 1 f,; I I 3q � -LITE RETENTI -.- - ii" 12"LIVE OAK IMPERVIOUS SQ FTG 3,578 sq ft. t, 540 CU.FT. �'.= 3.e'. I I o I = I V I A COPY OF THE SURVEY o SHALL 13E ON THE SITE /oLC 47.71 I IMPERVIOUS LOT COVERAGE % ° I..�yT LOP ° I - . . FOR THE 131JILDINCi 7' 6" INSPECTOR'S USE PRIOR TO APPLY 1,947.33 SQ FT OF EXISTING LOT COVERAGE TO THIS LOT o ., I I I —j FRAMING INSPECTION. I FOR CALCULATING REQUIRED N M EE T B, w �- ALTERNATIVELY ALL ON SITE RETAINAGE Ld MII, � Dl METE 'f;`� ,I, LBATHC) O PORCH r COVERED PoR PROPERTY MARKERS SHALL -6.0" , £ O PAVERS LO T 41 (\I I ;I BEDROOM 4 �f f '�%f ', i i ve.am oa-2v:aro ExWu:aa ! S ` 13E EXPOSED AND A STRINCr LC) J i 3 : £ 1:1 CARPET i R O 01 O' .... ' i ; r;l o e 1. u•- 77 L0 STRETCHED FROM MARKER I - , ,o' �:: � .. TO MARKER T® VERIFY r 3 f 7 i131-611 KITCHEN4 iRE n �^' i ss i C I F REQUIRED SETBACKS. 'A _,.,m°.�i::.E.................. ...........,.. .., ..... .-.- ,.....,.,H., , ( �.,: a ( S70RAGECOCKEf3S 3 7 47 �_ K �... .. ,o'aG I F t7 , ,�sam,..,.,......, - , 'n 3 ; covERcP PORCM.;. I E 6 £ W... o3 B _..T �w_ 4 9 : , I , VI IO Ni� ET_ LijINLET £ 3 d 2 iJyi 2 SHELVE LJ 4 3 t I -a.. I ,'.�:........,...,....„.........................__,.....,..,.,....,..,..,,.,,.,.,..,,....,.,,,,,,,..,,..,..,... to :', ,,, s f ...3 I Na.. z�.� Z I I I a. 7 S'3 �St £ Cm ';} +& i ( f '_ - ,� Z 22' 2T.IS': y ON–SITE RETENTION EI 'a .. gib, f . NE �Ev LE IN SIDE 33,.,g�; 1 � s SEC.,'r” •(, �a' f I 1� � I r', S�13,fi �i fi"">.L...L S E�•„/ 35 £�,/ i f zfs _ � c3�.� I 116 ...,,.. °..,.....,.,.. o ° I � .” -' ".� BEDROOM•4 r-f DINING Q LOT 45 AREA SCHEDULE KITCFI Y wood i g SCALE ,D`�� F, � NAME COLOR AREA zDD fs I $ AIRS I I I f LL } ;: r ;a w.. CARP U,5EIZ IP: 1 1B.BC }'6'xN O' O ..... 2 i.. I Ug WODD -0 87�K wn.LEN 4G I ,:I:: I N/p l! J I MAIN STRUCTURE 1,465 sq ft. ; 'I GARAGE 13 PALM TREE T, � yyy� POOL COPING ;, � < 88 sq ft. a 5� ' rF ,...: ( i I : irsHELJt,S i°.•.r s u - -._� P�I� I�A i u W z 3 c� t GARAGE 412 s ft. T� d o b � Nr, .-.. i ; S CONCRETE - N 0 i i q ( I , --- - �' � Wednesday December 03 2014 DRIVEWAY 0 136 sq ft. �j € DINING Roots .X6 ALL } € GREAT Roots I co , lo'.o"c=Line Hr. I q0 d9"0 DgaR — I I i 0 N- "D' } } } D I' PIZOJ�C PHASE: o FRONT & REAR PORCHES 0 354 sq ft. i - =�® r:. ® -__ I " _ I PF— IMPERVIOUS S FTG 2,455 sq ft. Q Q �i • ,} I I �R_Ar Roots i �} } IMPERVIOUS LOT COVERAGE % 32.73 % if 19 j9�R9.+l31b Ii w f / --.. d o s n 11 -- .....:... APPLY 11 947.33 SQ FT OF EXISTING E DPI-Z B ne'p" O f. 'BARN DOORS 3" LOT COVERAGE TO THIS LOT I °A I FOR CALCULATING REQUIREDLJ I I L LJLJn�,.ah,3av J f I ON SITE RETAINAGE ? } t I I 3 „ LIV OFFICE/liSfRAFRYE OAKCOVERED PORCH CO— f n i0-U'CEI4N0 Nr. _ 3 / A TR 13"PALI TREEff EE � ELM � flv ob°... a. .. ....... .roro...., . aa..a.,., y rro ,d br YW a .a a .. ......ro , .a ,..,roa ro.... ' SILT FENCE.. ^e ' � , 3 / „�.,.. ,.,C �. ...a�t s XOO I LO LO �, N O o 4, 4-5, 45 %r o 00 - �� I. 31 LAUREL OAK I 1% NEW PALM TREE NEW SHAD TREE MIN. 4" DIAMETER MIN. 4" DI METER 50.0 0.0s 50.0' 2, 596, -598 '.38'-VII,.. fJ (VJ iIT-�-�.! . �� 1050.0' NO CAP 2 150 . 00 PIPE NO CAP 2 PIPE :zT 20,0"ELEVATION FOUND IRON ATLANTIC I ACU FOUND IRON (150.10' FIELD) 501-011 501-011 501-0" 2253 PAVERS IN PAVERS IN R.O.W.APRON R.O.W.APRON INF—P 14'-0" 14'-0" SCALE' 1 if = 10' 40' PAVED RIGHT—OF—WAY Fl- ELEVENTH ( 11TH ) STREET ',, SOL TH COPYzI( .NT 2014 AD. LINPL E-Y TOLE5E-IzT PL.51GN, INC. ALL IZI('�T.b NO P4ZT OF T4JI,5 \VOIZIC IIII14Y E511 U-5111), I-FPI-ODUCEP, 17I—A)TI2.I51-IT1.D, eI,5PL4Y[_d OIZ OT. IF- Z VIS[_ COMMUNICATID IN ANY FOP-M OIZ E5Y ANY \\121LIT PI-1012- 12-ITTI-N CON-)F- Of L-INPL I-Y TOLE5L�T ��i N, INC. 33'-0" 1_ 11 121-81120 4 011 91-411 91-411 -low 0 Concept Dedgn conzwsnta 1011 'c? N 6'-0'/z" 5'-9'/2" I I I I 0 1 COVERED RORCH - -1 r- ------------------------� �° 33'-0" ouo�du�g Contractor I 1 r O �- I I I I I I I I I _ II 11 -1 I I I 19'-3" 14'-0" 5-0 1 11 0 1 11 I I I I I I 14-o i B o s c o I I i i I I 51_1 11 1 11 1 It 1 II I 11 k �j,: B�ti(eiiny Contractors, P17c, I I I I 0 31-411 41-10" 2'-611 21-611 6'_9" 3.011 3,_511 I I COMMERCIAL AND RESIDENTIAL I I I I I I O II I II - 1 I 30 V DBL 2I 6 x8 O 41.911 6'-6" 8'-011CAS MENT 3050 3'-101/2' 5'-0" 3'-10'/Z" 1 - 904- 241 -0320 GA& f E c -4 3'-41' 4 -4 I t�I � a _' . 10 5 1 11 I11 1 11 , OUTLET a.5"xI .s" 131_211 NICHE B LOW 12'-9" - - 13'-011 NOTE: 2'6"xa'O" DBL 2'6"xa'O" 1'-4' 3'-3" o ; cr? co _ 1 - \ ® 1 m - O �1 FOUNDATION SURVEY r - - a) 1 M v HOSE ; - E1�R® 1°'f III 0 r- `- 41.011 BEDROOM X40 0 ►� - - SHALL 6E PERFORMED AND 00 a e— CO C0 M r n - r 1 10'-O CEILING NT. x �- C7 r - ® O 9'-0" CEILING T. I ' N - — „ 80 N m t o - _ BEDROOM � � x � A COPY OF THE SURVEY c� c0 4 12 SHELVES 6-9 2-8 -6 l� -' _ ---- 1 ❑ wcI " �4 _ _ a, 9'-o CEILING I�r. _ SHALL 13E ON THE SITE Q 60 Q cV o �, _ FOR THE BUILDING ® `r INSPECTOR'S USE PRIOR TO 2'6 xa'o ITC N ❑ -, 1 O -x M® o r- r - - - E-A 10'-0" CEILING co TANKLESS oo C0 „ I_ 11 ® I� � _ _ _ w \ 0 2'- 5'-011 2'_0'1 _ N FRAMING INSPECTION. WATER HEATER 2 8 o o `� d 1 °;. 00 o = a _ I _ M� AC CHASE _ ALTERNATIVELY,00 ALL ... _ z N i M ❑ �� ro T- 21-041 PROPERTY MARKERS SHALL — -- w c� oo _ d DBL 2'6 xa'O 2 - - r 2'allxai011 2' 11 alo 11 N =_1 _I ^O Cl 1 1 �� 11 , DBL 2'6"xa'o" -, E EXPOSED AND A �TRIN.C�( 31_211 106” r - - 1 1011 STRETCHED FROM MARKER co 3- '_g"o I 1 11 - - N ❑ N ❑ 11, `11 811 811 p= _ ,^ _ '18l/2'�'=s'/; _ �; � _ 1 11 =� - - �'� � TO MARKER TO VERIFY II I L_ [!' 11 _ CLG HT , cfl - cfl 1 -8 1 2-0 2'8 xa'o ailxalO l _ 11 / ELECTRICAL o ! �......; I 1 11 _1 to u; } C(� N _ _ ~ 15 16 I, 1a 3'-3 /16" PANEL \ .. REQ IRED SETBACKS. (JACKS. t . 3-6CO) z w _ _ 1 15p ' U ::.....; 11 ` TLL1 " z - 'o 12" SHELVES d D WN ` -----------,1---- Ir--—------ 00 ( - � m C7 3'-611 1 n -�' c0 1, 2 � t - P-LVI�ION= 13-5 x a'- CASED OP -IN-G- - 00 - _ - - - 1 CN 51 911 -- ,-- „--- ---, -,� _ = r T lC ACES ' z N 3-8 4-0 c� d 2 8„xa o„ 4 x _ ,. o -:; _ `Iµ. P1r ..�.. f 2--rte' POOP? ELECTRICAL o �? o� 3'-6” 2'-6" 13'-5° 21.011 1 11' 11 I rs . METER 1 DINING ROOM D «� - - I------------------------- LINEN -- - - -- � t-5,....I_.. >�J ,-. .... CD Q 10'-0" CEILING HT. "' 2X6 WALL - 5 �� 15' ' 30" °° _ I I 101-10%" 8 N ; 1 to 1 o) - a �CAL_L: 13 T- - `�' 12' I � 1 11 N s 3'-611 1 21;01 6'-103/811 ,l0„ 4-0 5 11 C4[)[) uSLR ID N 7 Co 1 I T- I I L,, - GREAT ROOM LID5 _ M CLOS T 0 01 PRIN PA L 10'-0" CEILING HT. 4 9'-0" CEILING HT WedneSda' , December 03 2014 3--------------- M CCN y ' 19 RISERS m 3/161 \ 2 2'8"xa'O"61PIZO-JI-CIPflA.SL: Mt- PERMIT 0 3'-10" rn '3'-0" CEILING NT. N CID N 0 15'-23/8" 3 1 8 5 8 8 M. BEDROOM ONLY O 1 $1071/11 _, 11 T&G CEILING O O --------- ---- 2 --- '- X° LO _ d DBL 2'a"xa'0" ;o 3`-6 s 21a11xg1O11 16'-115/81 - N _ BARN DOORS - O r- , ' LINEN r- e o CO c1 CD 2'6"X8 0 36" I 36" O r 1 11 I 11 1 11 } I 1 11 , V SHOWER RECESSED " ' " I 41_$11 = m 4-8 5-4 4-$ 4-8 7-55/8" 4'-8" =N INTO FLOOR TRUSS 4 -10 7-5%8 co �' - ' ' O SO FLOOR IS LEVEL T - DBL 2'o"xa'O" - CD D L 2' 11x8,011 _ �- c� O W/MAIN FLOOR ct H05E BIB c0 (D "� ' 141-83/8" DBL 2' "xa'o" Dr3L 2' 11x8' II OFF( E / LIE3RAR�' —1- 5 " 11 q 10'-0" CEILING HT. I ' 4-811 7'-5%" 1-5/8 51-2 In 0 2 to xa'o' 4'-8" 7'-55/8" 1 11 p COVERED PO CH _ 00 3 I-6 3011 11 r L 10'-0" CEILING 14T. CD ICHE BELO Z _ c� O L 100D p WIN w cFINIs E Ut - - N _ UJOOD 0 ® O y- -I SEE�DETAIL 2/A-5 ' Cfl 3'-6" `- 7'-83/8" 31-6" Cof ' 17'-35/" 2 cr1 '�' 67" UB n1 r- FOR PECK FRAMING c9 R O10 L01 41.011 0 17'-35/ 592 it � � �. ' O 3050 3050 , T O O O ® - I _ N NN - N ATL_tANT'IC EkAC.1_l, L 3060 3060 1'-4 /16" 3'-0" 3'-0" 1'-4 3/16" <5j 3'-6" 8'-8%" X31-611 8'-43/" 8'-0X811 01 4'-10 3/16" 6-0" 4'-10 3/16" 15'-83/8" 17'-35/8" SEE DETAIL SHEET A-5 331-011 FOR WINDOW AND DOOR 15'-83/8" '_ 5 11 17 /8 3 L 62 0 1Z P L A N,5 4 JAMB DETAILS AND 33'-011 1 �T OO ��A ,BALCONY RAILING-"' SECOND FLOOR P1 AN COPY12-10T 200 AD. LINPL_EY TOLbER.T PE-510, INC. ALL I2-IOT-5 IZESEIZVC P. No PazT Of TfIiS \VOP-V- MAY E5[=. u,5Ed, IZEP-OPUCED, PI-A)TP-IbuTE7, PI-tPLAYED o(Z 0flE�z��/15�'coMMuNicaTEe IN aNY FOP-M o(Z 5Y ANY MEAN,5 BVI lou P�zio� �V T T P.ITTEN CON.5ENT of L_INaLEY TOL_5EP.T INC. i FYIOVEp,ALL HT 6 -31 12 12 ro 5V-CRIMP MTL. ROOF, . 12 O.C. PANELS, ONYX MILD FINISH ITYPJ t��,....� T.O.P. 20'-4-'3/4" II concept t DcanauKants EXPOSED 2X6 WINDOW HEAD HT 18 -4 �3/4 g P.T. RAFTEROOTH HARDI-PLANK I TAILS PLUMB CUTx J N P SIDING 2x8 P.T. FACE PRIM x 2Xa P.T. FACE TRIM c UCH 04 2X12 P.T. TRIM 2X12 P.T. TRIM _ ; 2X .T. CONE2X� P.T. CORNERh �'l :f o unldhg C antactor 2X8 BAND R0,4RD { 2x8 PT F,F, IV-4 ,"3/4" i2 T.O.P, 1® -0" ro lh Bosco 6 /// bui(dirl f_orirar:tc�rs, inc. ;: 4x10 HEAD HT all 40 k 904- 241-0320 E SMOOTH ELASTOMERIC STUCCO FINISH ' 12" ROUND TUSCAN OR ? NOTE: 12" SQUARE TUSCAN "PERMACAST" COLUMN• L A FOUNDATION SURVEY . . .. .. ' F.F, O'-b" SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING 8'-43/4" 8'-0%11 10, INSPECTORS USE PRIOR TO 15'-8%" 17'-3%" FRAMING INSPECTION. ' 33'-0" AL-I`ERNATI VELY, ALL PROPERTY MARKERS SHALL y BE EXPOSED AND A STRING FRONT ELEVATION ;. STRETCHED FROM MARKER TO MARKER TO VERIFY ' 4 �' REQUIRED SETBACKS. EVI�IoN n `+ fel :-. '!;s�/j`:,. 1 ...... P`U P`= OUIT OVERALL HT 30 -0 Z2; A. ,a SCALL: 1 11 I II/4 1 -0 12 12 6� �6 CAPP U5LGZ V: T—A)D PP–IN PATE: — 1 T.O.P. 20'_4 3/4" 1 Wednesday, December 03, 2014 II PP_0_1EC Pl-IASE: 2 xs° WINDOW HEAD HT 1� -4 3/4 PER I I�`7u� — MT EXPOSED 2X(o l P.T. RAFTER []E co NAILS PLUMB CUT - N N co - SILL HT 13';4 3/4" CD AV I 2"x12" 12 12 F,F, 11'-4 3/4" 12 11 Al Al LA A : . 7ANKLESS laffHEAD HT a OLWATER HEATER, NL\v flo Z x a 592 10 T E- T Q OL :'. . . 0' 4'-2" h0' 5'-6" ELECTRICAL AC UNITS W/ SERVICE FENCE ENCLOSURE ` (FENCE NOT SHOWN) 5'-0" 6'-4" 11'-1" 24'-6%8" 9'-10'/8" 3'-6" 2'-0" I_L[—V4Tl0N,5 I 119'-0'/4"11 -4II ��9'-0 LEFT ELEVATION COPYZI( IIT 2014 A.D. L_INPLEY TOL5EI2-T DEIGN. INC. ALL RIOT-5 �E�EI2-512NO PAI-T Of TfliS \VOIZ MAY 5E U-51-P, I2-EPIZODUCED, Dl-5TI2-I5UTED, DI_'5PL-AYED Op- OT.IJEIzAVI-5E COMMUNICATED IN ANY FORM OP- 5Y ANY MEANS \VITflOUT PIZIOIZ \VIZITT1N CON 4)ENT OF L_INIDLEY TOL_E5F R T X510, INC. i. OVERALL HT s 30'-(o" Ilk12 12 oc WINDOW HEAD HT 6 10'-4 3/4" Concept Dedgn ConsuKants — 2X8 P.T. FACE TRIM X —.—_ X 2X8 P,T, FACE TRIM ; N N 2X12 P.T. TRIM P.T. TRIM y p ✓ ,.1. ., .�:/ .•,3"dt,. , „UO. j .:i. 2X& P.T. CORNER 2X6 P.T. CORNER _ A R, Cl >i, I T I.'; C. T U R E ' SILL HT s 13'-4 3/4” o }'. o ufl d hg Contractor F.F. 11'-4 3/4° 12 12 12Bosco 12 Hjj Building Contractors, Inc. 1 6 DOOR / WINDOW OL % DHT Q 9'-0 COMMERCIAL AND RESIDENTIAL 9 - 241 -032004Z o 00 x NOTE. SMOOTH ELASTOMERIC LJ STUCCO FINISH a t A FOUNDATION SURVEY F.F. O 0 SHALL BE PERFORMED AND A COPY OF THE SURVEY 1 0,1. 9'-4" 9'-4" 0' 11'-10" 0' SHALL BE ON THE SITE 8'-0" 6'-6" 5'-10" 5'-9'/2" 6'-10'/2" FOR THE 13UILDING 20'-4" 12'-8" INSPECTOR'S USE PRIOR TO 33'-0" FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL REAR EL o VATION BE EXPOSED AND A STRINCi z , STRETCHED FROM MARKER TO MARKER TO VERIFY A s ` REQUIRED SETBACKS. �zEVi.�ioN A OVERALL HT .,Q 5V-CRIMP MTL. ROOF. 12" O.C. PANELS, ONYX CAW U�E2 In MILL FINISH (TYP,) -- 12 12 ' T, 6 e 3 Wednesday, December 03, 2014 T,O,P, 20'-4 3/4 All PZOJLC. PJ�A�E: IRMIT 2"x8" ;, WINDOW HEAD HT 10' 4 3/4" EXPOSED 2X6 ; F,T, RAFTER SMOOTH HARDI-FLANK TAILS PLUMB CUT 00 00 LAP SIDING cliY _ I? LJ {£ SILL HT 13'-,4 3/4" o co tet..,...:._ 2"x12" " F,F, 'w I1'-4 3/4" 12 12 4 T,O.P. 0 IP'-Oro " ��— -- -- --- --- HEAD HT S'-O" R .. • Z . . . . CO X I r 1 T T T F,F, a ® OA 5 .255 2'-0" 3'-6" 3'-10" 4'-0" 9'-6'/2" 13'-8'/4" 6'-4" 4'-6" 3 ,�� i 9'-4" � 38-0/4 31-811 51-611 5-0 0, I-V TI -"N,5 51'-0%" RICHT ELEVATION COPYi2-IG.uT 2oA A.P. LINPLE-Y TOL.E51112-T DF- INC. ALL 1244 T-b rzE-5E►2VEd. No PAP-T Of TTS \VOIZI- MAY E5E U-5ED, 12-1.PiZODUad. Di-)TI2-iE5UTIlP. pI,5PLAYLP OP- OT41FI2-\Vi-fG COMMUNiC4TEI IN ANY FOIZM OP- E5Y MY MEAN-5 eViT-IdOUT PZ012 iTTIA CON,5F- NT OF L.INDLEY TOS bFP-T PF- I N. INC. , • �//; ice' •''�; �,,,,�;,,,/,�/,// 00 1. 11 r° Iz 0 1 ' Concept Desogn ConsSdtants f CD T"I = 1 w c� Q w Q o , o Odong Contractor - ° �[ � - - N c0 Q � r ® V X Q x Ill ® �i f co d Z %%, B o s c o N - (Y r N O i//�/ cf�4 i,%j 13ui(cii c�COn ac m' Inc. u. 24'-011 N COMMERCIAL AND RESIDENTIAL 904- 241 -0320 CV REAR AGS ELEVATION 1/411=1'-01' NOTE: A FOUNDATION SURVEY C) o SHALL BE PERFORMED AND 3'-0" X 8'-Q" M ' A COPY OF THE SURVEY � 3050 3050 12 12 N r.. SHALL BE ON THE SITE FOR THE BUILDING I j 11 INSPECTOR'S USE PRIOR TO 3-61 1F 8-611 7-0 3-01 11 _ 2-01 11 - . � FRAMING INSPECTION. 24'-011 ALTERNATIVEL`(, ALL I PROPERTY MARKERS SHALL BE EXPOSETU AND A STRING = STRETCHED FROM MARKER TO MARKER TO VERIFY y o CD W REQUIRED SETBACKS. aow Q d (D IZE�/1510N 2 3'-0" _ 18'-011 3'-011 24'-0" 1/4" = 1'-011 CAPD U,5LP- ID: FRONT ELEVATION T, P��N nAEt 1/4 =1 -® Wednesday, December 039 2014 F PP-0-1 CT Pa--IA,5L PEMST ,5UF 'i 3 ' _ 7'-011 \ 71_011 ol 7'-011 7'-0" 7 L-'O� C' 12 12 1 1 12 � 12 -I - -'n ME j' rr i r- M UL ~ . Cl w r- — F-XPOSED 2X(o r EXPOSED 2X& I' P.T, RAFTEfR _ EE EE P.T, RAFTER W TAILS PLUMB CUT � _ TAILS PLUMB CUT _ 1 IZ I-F- _ i J C? ¢ _Y d _I Q T T C Q L1.J LLQ O w r 0 T- < ry Q Q ATLANTIC bu-ACII, L 52255 T �I 4'-6" 7'-611 7'-011 3'-011 1,2'-0"', 24'-0" 24'-011 5 RIGHT SIDE GARAGE ELEVATION LEFT 81DE GARAGE L V TI , 1/411=1'-0'1 1/4'1=1'-0'1 COPYIZ.1G-IJT 204 AD. LINDLE-Y TOL6FIPT INC. ALL 12-10T-5 NO PAP—T OF T.NI-'5 \\/012-14 MAY E5E- U,5FD. IZ.E.PZ.OPUCID, PI'5TI2-16UTFD. b15PLAYF P 012— OTflF- COMMUNICATED IN ANY FOP-M O-- 5Y ANY MEAN.) \\/JT. JOUT PIZIOP- SVP-ITTE-N CON-�LNT of LINDLEY TOL5E12-T PE -510, INC. �q v I I 5Y - CRIMP METAL ROOF, I/1r ®� RESIDENTIAL MILL FINISH 26 GAUGE, 30" FELT UNDERLAYMENT V - Cli"�1 ' METAL Tr�§L �.lV , 2x4 PRE-ENGINEERED ROOF TRU ES AT 24 O.C. WITH MILL FINISH 2(o GAUGE, 2x6 PT RAFTER TAILS 3® ALT uNDLAYMNT INSULATION 1x6 BIRD BOARD W/ VENT BED MOLDINGIN PRE-ENGINEERED 20'-4 3/4 2�� I�I 1� � 1�/ I1V ,{ 1.> ' '®I ® 1x2 DRIP EDGE PL. TFRU66ES AT 2� O,G, WITH CONT. METAL FLASHING 1/2" GYP. BOARD 1x3 CONT. F.J. CEDAR TRIM �� O�il�� 1�{�� 2x(o PT 3/8" B=AD BOARD LUM-4 f CROWN Concept lS PLYWOOD, FACE DOWN 2-O" MOLDING YP. OYERH NG/ (2) 2x4 WITH TOP PLATES R)=INF. W/ TOP STRAPS R " y K t s 9 , 2x8 FRIEZE BOARD AND HURRICANE CLIPS (SEE STRUCTURAL DWG'S) �="`s R ( _ 1 1. T E 1. "T t I INSULATION MTL. FLASHING COVE MOULDING R-19 KRAFT FACE 1X� I � ®� � �/ VENT — �� t � �� 2x6 CASING INSULATION BATTS Bddng Contractor � E3E[) MOLDING 1/2" GYP, BOARD OSCO 20 -4 3/4" u€Idiri .-ontractprs; Inc. 1x2 ORIF EDGE 6 ' PL, HT, o COMMERCIAL z 2 �, DONT. METAL FLASHING 1x3 GONT,1TI F.J. GEDATRIM 8 6 6 1/2 GYP, 50ARIDV if WM-4"1 GROWN NOTE: I. 2 -0 MOLDING -1/2" WOOD BASE-BOARD A FOUNDATION SURVEY PLYWOOD, �� I I WITH � I I 4x4 P.T. SILL SHALL BE PERFORMED AND TYP, O� > RH N (2) 2x4 WITH TOP PLATES HARDIPLANK LAP SIDING SILL NT „ TONGUE AND GROOVE A COPY OF THE SURVEY 2 AT 5 SPACING EINE, W1 TOP 5TRAP-5 PLYWOOD DECKING SHALL >3E ON THE SITE -1/16" OSB PLYWOOD (STURDI-FLOOR) 2x� FRIEZEBOARD �1U1C�4�1 d._ II SHEATHING GLUED AND NAILED FOR THE BUILDING 6 v 2x4 WOOD STUDS IN PLACE. MTL. FLASHI l CS STRUCTURAL BUJ � SET 10 16" O.C. W/ INSPECTOR'S USE PRIOR To R-13 KRAFT FACED 1-4 DEEP FLOOR TRUSS BATT INSULATION ' � FRAMING INSPECTION. COVE MOULDING HURRICANE STRAPS 3/4" ALTERNATIVELY, ALL BETWEEN FLOOR-5 - 2nd FLUOR PROPERTY MARKERS SHALL 11��iLTI�1�l TT (SEE STRUCTURAL DWG's) 73E EXPOSED AND A STRING 2x� C��I� _ MTL. FLASHING - STRETCHED FROM MARKER 1/2 GYF, 50ARD - 1d- To MARKER To VERIFY PL. H 1"2EQUIRED SETBACKS. V T I il-- 1/2" GYP. BOARD WM-41 CROWN R.CVI;ION 3/4" (2) COAT STUCCO-- MOLDING SYSTEM WITH SYNTHETIC 3 (2) 2x6 TOP PLATE FINISH, R-19 KRAFT FACE INSULATION BATTS TO USE PEEL 4 STICK - 1/2" GYP. BOARD 4 ROLL AROUND WINDOW (TYP.) SCALE 15LL PLANS CAPP U•5E2 Ib: T'51) 1 PIZIN PA-EL: Wednesday, December 03, 2014 o PP-0-JE-CI PIJAJc= ' O O PC- MT I 1, $ t 1 } •j t FOAM SILL WITH5-1/2" WOOD BASE-BOARD STUCCO OVER 1/16" OSB PLYWOOD SHEATHING — C.M.U. "J" BLOCK Ila A WOOD 2x6 STUD WALL AT 16" ON CENTER. R-15 KRAFT FACED 4" REINF. CONC. SLAB BATT INSULATION (SEE STRUCTURAL DWG'S) BOTTOM STRAP 10" ANCHOR BOLT — VAPOR BARIER NEV llumE 8" C.M.U. STEM WALL a ° �- FINISH FL. (SEE STRUCTURAL DWG S) (DATUM) FINISHED GRADE i ATI-4NTic E511ACIA, fL Hill lilliff Tu COMPACTED, . 2255 TERMITE-TREATED TOE a GRANULAR FILL a ° ° a 4 a, FOUNDATION , (SEE STRUCTURAL DWG'S) v PE-T a 0 3 _ WALL ALL CT101\1 Tw T Y 3/4":1` SEE STRUCTURAL DWG'S FOR,, SPECIFIC DETAILS COPYP-iGIIT 2oi4 A.D. LINDL I-Y TOL_E5E-P-T INC. ALL 12-IOT-5 ZE-5EI2-VIR NO PAP-T Of T�Jl-') \\/OP-V'- MAY E5E U-)ED. lzU-P12-ODUCID. DisTI2-iE5UTFD. Do-5PL-YED OIZ COMMUNICATED IN ANY fOP-M OP- E5Y ANY HE AN-5 \ViTiJOUT P12-iO12- V12-ITTEN CON-5ENT Of LINDL_EY TOL bF- P-T Pl-,)10. INC. PL 1#— V conmpt Dedg nn co rnaux ants ufldhg Contactor Bosco w�////i. %/ Building Contractors, Inc. 0"x8" WOOD COLUMN W/ GHAMFERED EDGE5 COMMERCIAL L ND RESIDENTIAL AND APPLIED BASE 904- 241 -0320 NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND 5/411 T4G EXTERIOR DECKING A COPY OF THE SURVEY RUNNING PARALLEL W/ MOUSE �n SHALL 13E ON THE SITE 2x10 J015T 9 16" O.C. FOR THE I3UILDINCi W/ SCROLL END INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. 2nd FLOOR ALTERNATIVELY, ALL PROPERTY MARKERS SHALL CA C BE EXPOSED AND A STRING z„ ¢II lo'_®", STRETCHED FROM MARKER PL. HT, TO MARKER TO VERIFY (z) zxlz BEAM REQUIRED SE7-13ACKS. W/ SCROLL ENDS 3 15 SCALL I-I)EL PLANS ALL THRED RUNNING THROUGH CAPP U )LIZ. Ip� FROM FOUNDATION TO ROOF PZINT PAT[-: Wednesday, December 03, 2014 12" ROUND TUSCAN PROJLC Pf1A-,)L: WINDOW CASING GM-1 I/2"GYP. BOARD "PERMACAST" COLUMN PE �1J AIT L ! R-19 INSU0 i 2.4 T—ERED 1/16" OSB SHEATHING WINDOW SILL 3/4"l2J COAT STUCCO 1009 Ao% Ar 9 SYSTEM W/SYNTHETIC FINISH 00 G.M.U. "J" BLOCK POP "J" BLOCK jr IflV L-L51. C.M.U.—�T 00 4" REINF. CONC. 00 4" REINF, CONG. SLAB (SEE STRUCTURAL DOOR CASING(GM-1) 1/2" GYP.SOAF D SLAB (SEE STRUCTURAL DWG.S) R-19 IN UL. DWG.S� co.ErE PA AHEV flo ^N Axa FINISH F� r FINISH FL (DATUM) -U!6'05B 5HEATHING-` (DATUM) 592 IIT T 1-T DOOR TRE5HOLD 3/4"(2)COAT STUCCO 5Y5TEM W/SYNTHETIC FIN15H ATLANTIC 15L4C4 f L COMPACTED, COMPACTED, -52255 TERMITE-TREATED _ (� GRANULAR FILL. TERMITE-TREATED GRANULAR FILL. FOUNDATION FOUNDATION SEE STRUCTURAL DWG'5 SEE STRUCTURAL DWG's WALL SECTION — FRONT PORCH SEC-11-10N T f OCJ H ILINCr DOOR / WINDOW JAMS DETAIL 31411:1Al -1 SEE STRUCTURAL DWGS FOR DETAILS 3 SEE STRUCTURAL DRAWINGS FOR DETAILS COPYZIG�IT 2oi4 A.P. LINPLEY TOL_51: 2T PF- SIGN. INC. ALL 12IOT-5 NO PA2T OF TfII-') \VO21- MAY �- U-51-e, IZEPIZOPUCED, 01-5T215UTE P, ISI"PLAYE-e o2 OTf1[-2\\/I,5F COMMUNICATE-e IN ANY FO2M o2 E5Y ANY MEANS QUIT KOUT P2IO2 \\/PITTE-N CON-5E-NT OF LINPLEY TOLDE2T X -510, INC. Concept Design Consukants : f o uflding Contractor ,, Bosco 6 '1din t""ontractors, Inc. COMMERCIAL AND RESIDENTIAL 904- 241 -0320 EMOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL 13E ON THE SITE FOR THE BUILDINCi INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL 13E EXPOSED AND A STRING P STRETCHED FROM MARKER TO MARKER TO VERIFY a REQUIRED SETBACKS. LEVISIGN :�CALE 5EE PLAN-5 CAPP USER IP! FT PRIM PA L-- 1Nednesdey, December 03, 2014 PP-0JLCT PfIASE: PLIZMIT 1, PERSPLA RAFTER ENP PETAIL A E5 A v u HEV 4�OML -592 10 5TZLI-T ATLANTIC 5LAC4 f Le 522.x-5 i Z4FTIR v PETAL y { COPYIZIGJT 2oA A.D. LNPLEY TOLE5EI2.T INC. ALL IZ4-IJT-5 P. No PAI2-T Of T.lI� AV0I2-4 MAY E USED, IZ.EPI2-ODUCEI7, PI-)TI2IE5uTE e. P16PLAYEd OIZ OT4lEI2-\VI�fE COMMUNICATED IN ANY FOAM OIZ E5Y ANY ME4,N.,5 WIT.IJOUT PIZIOp. XVI2ITTEN CONSENT Of LINPLEY TOLE5EI2-T nESIGN. INC. ELECTRICAL N ./:.%ate i/• f j DUPLEX CONVENIENCE OUTLET (12 A,F,F, T'rPICAL) LHP HALF SWITCHED DUPLEX OUTLET /i�/off,%i,,,• :,, �s,or,./i/ DUPLEX OUTLET IN FLOOR "H == DUPLEX (WEATHER/WATERPROOFS �i/�j/ -/ GROUND FAULT INTERRUPTER D PLE /�.... r, 220'%1 220V OUTLET ..��.�. G2UADRAPLEx RECEPTACLE Concept Do�og11 n �'0nsu0�ents ...5 .. G'�`'•. '`,....,/ DISPaSAL ��: i DUPLEX CONVENIENCE OUTLET (+12 A5, COUNTERTOPS --- ----------- -- no f3 H ----- � " w� C �:: SPECIAL PURPOSE OR HARDWIRED OUTLET 1 1 II 11 ` II WALL SWITCH II II o ufld ng Contractor 3-WAY WALL SWITCH 11 I I COVERED PORCH ' ----------------------------------- 4-WAY WALL SWITCH I I 14 rolI I 41 011 41 011 v I `''•..•...., °, .�.,,_,.. , - - _, Bosco - f-A CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE .'' Building ac` nc ir.' ... _ .... ... .... .... _ ... ✓.£ ... .... -0-5 CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE RESIDENTIAL f I .,.,,, I I ; ,,• ., .,,,,",,.. "" ,.". ... I I COMMERCIAL «g''�g�[��7�'�$y'^+^g$ AND ,�p g`� -' c CEILING RECESSED DOWNLIG+ IT FIXTURE '; 3030 5 11. I 3050 j� - 241 -0320 } g3? r"! ., � 3050 3050 CASA , 904 SURFACE MOUNT CHANDELIER DBL 2'riollx81011'I _' x. 11' 3'y U 4-9 9-0 41-611 ;....>' ::,. CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) / P /..1 NOTE: �....t WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCES ' 255L 2'6"xa'o" DBL 2'6"x8'o" A FOUNDATION SURVEY II WALL MOUNTED INCANDESCENT LIGHT FIXTUREr / _.,,�f 3 i 3 , r f3" SWITCH LOC. 1` / c+� - ��.1"",.,.,.,_. .. � s�a. r..�:: om { fz / T.B.D. NP Br `:::: RECESSED M1N1 LIGHT FIxTURE/ aR LOW VOLTAGE „.... - r. , ✓` `°` _ R M SMALL 13E PERFORMED A w � .. `... 9'-0" I NCS _ .. O C E 4 o A � T, , A COPY OF THE SURVEY RECESSED CLG, INCAND, LIGHT FIXTURE " " `� 001''1 s ° s, 'f SCALLS ON THE SITE RECESSED ADJU6TA3LE "EYEPALL" N `� MAl EILINCs , FOR THE 13UILDING fir,._..."....", INSPECTOR'S USE PRIOR TO ``-•..r1 RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN) •. ` o ,y - o FRAMING INSPECTION. p - o FLUORESCENT FIXTURE - 2 f3LU5 (SURFACED MOUNTED) 2'611X8'0 ,r ►T N o o , ' � � ; o ALTERNATIVELY, ALL f I,...... .,.,....., FLUORESCENT FIXTURE - 4 13LU� (SURFACED MOUNTED Q o ' lo'- " cEIL1 1� f ' °itf � ' - - .. . .. r . PROPER -FY MARKERS TALL . . 0 0 13E EXPOSED AND A STRING i 11 DBL 2'16+1 Xa'�' STRETV HEP FROM MARKER 2'a X5,0" 2Vlx0l0 C ll V 1 -911 9 I ., TO MARKER TO VERIFY ELECTRIC CEILING PADDLE FAN (EBY OWNERS i M / \ 1 C° 2'a'xa'o' REQUIREP SETBACKS ; 'Gf •. I 1 "3 "ta I U d i is 6 n a e 5'-�" ►.h? ;l 5'-9'� LEC. PANEL r< a _ 111 yp{ ! , ..,... T LL 1 fZEVIgION= EXHAUST FAN . 1 - n _ ,....M .. - - PL NG 5 06052015 _ _ _.. �t o 11 51' rf - PLAN cola �. r' . . .. .. - 7TLC AtCES A, „ EXHAUST FAN/INCANDESCENT LIGHT FIXTURE ' �^ , -- a a o - .. 2. IIX 1 II a14"x -,3 JUNCTION30X ("FOR FAN", ETC.) ----- - -- - -- ---- - -- -- i a-- ------------- ------- 13 5"x S' O'r CASED O4P�AIlNCz -- SWITCHED JUNCTION 5OX FOR A,H,U, T ' T �I A I /� x 511 O" 3011 1211 DIIG ROM ELECTRIC GARAGE DOOR OPENER „ !F ; �t i 71-6" 3'-8" 2'-10" e> .: 10'-O CEILINGS I-IT, � � '�f� 6CaLE: LO E4:' - 1'-01; si SMOKE DETECTOR 4r DOOR CHIMES 412" A,F,F,) a, ttff LO CAI)L) 3 .... .... , 8 ... �`J�� gyp' DOOR f3ELL PUSH SUTTON (+42"A,F,F,) - , A3, 2 I 1 OL.OT "` ... . .... . ..... ... .... ... .... ... .... . edrlesday, December o IN nA 0 014 ...� COMPUTER OUTLET ONLY (DEDICATED) ' �, 1 — ICATET 'R 'M 4 13'-0" CEILIN WT P(ZOJECP�I4�E 4 TELEVISION CA5LE JACK (12" A,F,F, TYPICAL) f , w- 31. TELEPHONE JACK / MODEM (l2" A,F,F. TYPICAL _ 1 . — _ xM, BEDROC -- all a1o11 r - i�..�Ll� 1S RISERS g 1 3/16 - ~ ' ® 41-011 ' COM51NATION LAMP/HEAT (SUNLAMP)/FAN — ` 'r f �'~ , ��'�• ; ' c`+ _' I `�' O° CEILINGS NT MAIN HOUSE CIRCUIT 5REAKER 0) I CD 1 2'-10'/2" ,J r I 21a11xa1O11 EXTERIOR FLOOD LAMPS INTERCOM 9 DBL 2V'x8'O" ` _ o LINEN 0 +Yr"' ' 11 ' k 3 BARN DOORS \ O 21/" 11 ' 1 £os O i ff SPEAKER 811 91-4%`1 E; 21- !f ' 1 1 - I m -10- 5-62'-1011 2-10" -0 EECTRIC METER 0 , .... ... .... . ..... ... ... 4, 1I 1 11 € r 11 - 0 ...,-£„1„5r, / 4 I 11 -, h = DBL 26 x8 O '6"xa O - "� = � B� 216 x8'O DBL 2'611x8'011 DBL 2 � �,° ,,'.�: O1"FIC IR�R"I' ; µ 611x8101 ;:., t.. . :; ...... _ ..;.;._ �:.m: `... } _ ' 3011� .e .".. .. ".., \!/ s 10'- EIL{N HT, r ft3 \ .. GENERAL � I ... o COVERED PORCH floll z '•,;_ O 0 cti O 011 CEILINGS HT. � UJOOD ' WfD MASTER BEDROOM AND LIVING ROOM - ° 392 PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH 305`o— 3050 ATLANTIC l..4'C4�, fL ALL SWITCHES TO BE WHITE ROCKERS 52255 3060 3060 ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE 1 ON DIMMER SWITCHES 3 c} ALL CEILING FAN LIGHTS ON DIMMER SWITCHES ILLECT" 1 AL F`-*'L A N,5 FIRST ST FLOOR ELECTRICAL PEAR! SECONP FLOOR L CT I AL_ PLAN COPYZiG'�JT 2oA AD. LINPL_EY TOL.5E12-T dE510, INC. ALL 12.E-5EIZVED. NO PAIZT of TJ-5 \VOP-V- MAY 51-,U_5ED. IZEP12-OPUCED• PI.5TI2-►E5UTEd, nI.5PL_AYE0 012- OTfIEI2-\V [- COMMUNICATED IN ANY FoI2-M Olz 5Y ANY MEAN-5 \l/iT4JOUT 1`12-10f�SVP-ITTEN CON,5ENT of L_INDL_EY TOL M-12-T OF-510. INC. ELECTRICAL LEGEND : DUPLEX CONvENIENCE OUTLET (12 A,F,F, TYPICAL) HALF SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR 11 �" GRO ND FAULT INTERRUPTER DUPLEX (WEATHE'R/WATERPROOF) Concept Dc�og� C�o��u�� ; , 0; s, 220 220V OUTLET C : . , Y :.. =� QUADRAPLEX RECEPTACLE A R (,, H I ` E C ,.1 U R, E D DISPOSAL DUPLEX CONVENIENCE OUTLET (+12 A , COUNTERTOP.iB " o ufldong Contractor SPEC AL PURPOSE OR HARDWIRED OUTLET � WALL SWITCH . � ,% III 1I' �+I'I B'��% 3 3-WA WALL SWITCH i//g/I / BL,ildi'iC {��ontra `OiS. inc, /� / ..� COMMERCIAL ,SND I ENTIA 4 4-lUA WALL SWITCH t a ACE MOUNTED INCANDESCENT LIGHT FIXTURE } CEILING sUR904- 241 -0320F 8 CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE 4 0C CEILING RECESSED DOWNLIGHT FIXTURE NOTE: r SURF CE MOUNT CHANDELIER A FOUNDATION SURVEY — CEILI G SURFACE MOUNTED INCANDESCENT LICfHT FIXTURE (PULL-CHAIP SHALL SE PERFORMED AND WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCE) — � A COPY OF THE SURVEY SHALL 13E ON THE SITE WALL MOUNTED INCANDESCENT LIGHT FIXTURE j.....� � FOR THE BUILDING : . y RECESSED MINI LIGHT FIXTURE/ OR LOW VOLTAGE -;:.', INSPECTOR'S USE PRIOR TO RECESSED CLG, INCAND. LIGHT FIXTURE FRAMING INSPECTION. ALTERNATIVELY, ALL RECE sED ADJUSTABLE "EYEBALL" PROPERTY MARKERS SHALL ' mm RECE55ED ARTWORK DISPLAY LIGsHt..�FIXTURE (HALOGEN) 13E EXPOSED AND A STRING ,... ._ = - FLUO .ESCENT FIXTURE - 2 5LUI3 (sURFAG D MOUNTED _` � f�....� STRETCHED FROM MARKER TO MARKER TO VERIFY FLUOFRESCENT FIXTURE - 4 BLUR (SURFACED MOUNTED) I ' REQUIRED SET13ACKS. O C7 d 510N oo RE�/1 N PLAN ci-ANG ES o6_o3_2013 4 :t.,... ELEC RIG CEILING PADDLE FAN (BY OWNER) EXH/S, ST FAN EXHA ST FAN/INCANDESCENT LIGHT FIXTURE .� ''% SCALL: µ; JUNCTION Box ("FoR PAN", ETC, E4- - 1'-0° i �. SUJITC ED JUNCTION-'1-3OX FOR A,H,U, ' CAnIL7U��R ID # r„ ..JD ELEC -RIC GARAGE DOOR OPENER __..._.... PRINT PAIL SMOKE DETECTOR II Wednesday, December 03, 201 DOCS), CHIMES 412 A,F,F,) PR0J6CPflA--)E: 3050 3050 ;;s;-a ; y�:.',• t DOOFR BELL PUSH BUTTON (+42"A,F,F,) 'E MIT I COMPUTER OUTLET ONLY (DEDICATED) 3'-6" 8'-6" 7'-0" 3'-0'y2'-0° TELEVISION CABLE JACK ('12" A.F.F. TYPICAL) 24'-0" TELEPHONE JACK / MODE("1 (12" A.F.F. TYPICAL) � - COM (NATION LAMP/HEAT (SUNLAMP)/FAN MAIN HOUSE CIRCUIT BREAKER cv EXTE IOR FLOOD LAMPS - INTERCOM _ ... ,� sPEA -ER A ELECTRICAL L. r r ELEC RIC METER T 592 li � � T T GENERAL NOTE5 : ` MASTER BEDROOM P ND LIVING ROOM - -52255 PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH ALL SWITCHES TOB : WHITE ROCKERS ALL RECESSED CAN (INSIDE AND OUTSIDE) TO BE ON DIMMER SWITCHES ALL CEILING FAN LIG-ITS ON DIMMER SWITCHES it COPY12-10T 2o14 AD, L_INPLEY TOL-E5EP.T nESIGN, INC. ALL IZIG.NT-b IZESEIZVED. NO PAP-T Of Tfli,5 \VOzV- MAY 5E IZEPIZOPUCEd, PI-5TP-151TED. eI-'5PL.AYEP 012- OT.lEIz\\/I-,5E COMMUNICATED IN ANY fOI2-M Olz 5Y ANY MEAN-5 WIT.NOUT PIZIOIz \VIZITTEN CON,5ENT Of L INPL_EY TOL-bu -r DE.5I0, INC. 1 > A F 33'-0" 12'-8" 20'-4" 0" 9'-4" 9'-4" 10' Concept ept Deawn consuk ants o o - ---- ---------------- -- -- -- -------- 011 11'-10" 01IN 11 � � ARCIttT .ECTU RE � N 6' -01/2" 5'-91/" � ; ; LO I I I I I I I I I I I I COVERED PORCH o ufldhg Contractor r I F - ---------------- ----------------- i I 1 _1 r 33'-011 II II O r- 1I 11 y.I II IIBost.. o 141 -0„ ' 1r 5-0 14-01 _ 191-311 ' Building Contractors,Inc. I I I II I Ln 5'-10” 3'-4" 4'-10" 21_611 21_611 1 61_91, 31.01, 3r_5rr 1 COMMERCIAL AND RESIDENTIAL I I 3030 ZY DBL 2'6"x8'O" _ CAS ENT 3050 904- 241 -0320 4'_911 61.61, 81_011 _ ni 3-10/' 5'-0" 3'-101/2' - M GAS PIPE ('� 1 5r_4rr 3111 41_41, 1 1_ r 13'-2'y 1 1 14.5";I a OUTLET NICHE B ow 12'-9" � - 2,6�Ix8loll DBL 2'�o"xa'o" - - 13'-011 NOTE: 11-4' 3'-3" o `'' A FOUNDATION SURVEY _ _ CD �e) : 1 10 1:0 HOSE 15115 r a i* _1 , r 41_011 - _' \ _ BEDROOM 5EDROO 4 o SHALL BE PERFORMED AND C) c~7 cM o _N o 9'-o CEILING T, o 00 l0'-0" CEILING HT. £ M x A COPY OF THE SURVEY r 4 12" SHELVES °0 M w c0 \ c� 9'-O" CEILING HT. SHALL BE ON THE SITE 6-9 2-8 -6 _ M FOR THE 13UILDING ` ' N fA _ °� o® m LO INSPECTOR'S USE PRIOR TO _ KITCHEN RAMIN INSPECTION. o _ q o co o F G o S h - 2'6 x8'0 ; N 0 `, ' ' TANKLESS - u, o I0'-0" CEILING HT. M m _ 0 2'- 1 5'-0" 2'-011 =a �, N w m AC CHASE - ALTERNATIVELY, ALL WATER HEATER 2'-8" 0 0 i�o a1 o iGCl m _ �M _ o M 1 PROPERTY MARKERS SHALL M N m _ _ - 1.3E EXPOSED AND A STRING11 , M N Z N ch1 'Int2-0 _ --M MM �I QII II � I � 1 N� _`-', W �1 DBL 2'�"xV'0" ��O 28 x80 2 x80los" _ "' ' 0" �a '- " 3'- 1'-8" ti -� STRETCHED FROM MARKER LO 0 3'-211_ cLG H N o N 11 rr 811 811 I W - � \ �_ _o TO MARKER TO VERIFY I 1 p1 Ir,' Ul 0UWWUU#H " � =a CLG HT I 1 cfl �, U co 11-811' 2-O _ 2'8"x8'0' z_ '8"x8'0" ELECTRICAL REQUIRED SETBACKS. ' 8/2�'-V�" 94.5" � I _ -I � - > 1 " t� = �, _ '-41/" 13-3 15/16" PANEL. '= tl 3 LO N ' = _ _ 5 16 Il 18 _ o 4z° _ 1 1 11 1 11 w } W LO - - .. It --wil o (� 3 6 `r i o ' z m _ ,�,� _ `� c° _ o `n D WN ro T ►,� _ IZEVI�ION� Z 1_ u o 12"SHELVES _ � cij ' r " - co r rn M 00 ; \ ' --------13-1=6!-k_ 1� Ir�iASFV_OP N( _ w I�IIx II ' Lli iil.iC.+. S N Ca..IANC�'E. POOIZ TO A 2 8 POOlz N 5'-911 V 3'-8" 4'-0" \ \ - 2' 11 Q 1 9'-411 = C4 = C) V AggEq A�VNINC� IZ00f q�TAiL ELECTRICAL Z) 2'-6" 13'-5" 2'-0" —' 111 _ LINEN -'� m N 2 �,,, METER ' �3'-6" 1 DINING ROOM r00i =� ; -------------------- - _ -�5'_ 30" 3O' ---- i2'� ' - I n \ r n 1 g " ° 10'-0" CEILING NT. 2X6 W LL o -v M - n - `" n loll-low, 2-11 Q { 00 1 1 r M o 10 - o 6CALL: o) - o 1 a� 1/4" �n N 9 ; 4'-0" 12'-1151, M _ o N a 31.611 1 2110 r 6'-10%" 1'0" � CAPP U )L2 IP: c� N o Tbd r, o PIZIN PAT1-: C�RE>'4T ROOT"� 5 _ M CLOSET � m 10'-0" CEILING HT. 4 9'-O"WC—EILING11:TWednesday, November 19, 2014 3 ----------- \ PP-OJLC K.IASL: pCRMIT L5�5U 2 O M SEDROOI"� - - -II 1 a' 3'-10° I _ N n N 9'-O" CEILING NT. Cfl c n T&G CEILING o) p) NO \ 15'-23/a" 1 - s _________$'-71/2!_____ M , 7 „ M.BEDROOM ONLY 1 `n =N T-6114- LINEN 5-8 $88x81011 16'-11%" d DBL 2'8"xa'0" _ 3-6 ` a 1 O o N BARN OO011 `4 c' LINEN � a0 2'6"x8b" Cfl c , „ 1 n _ cfl 0 flou�5F- 4'-8" 51_41, 41,81, � 4'-8" T-55/8' 4'-811 r SHOWER RECESSED 4-10 71-5%" 4-8 INTO FLOOR TRUSS C) (11) C) -' \ O SO FLOOR IS LEVEL M -J L DBL 2' "x8'0" - D L 2' "x8'0" �,r� f W/MAIN FLOOR 1 O I r '3 11 I II I IL I 11 I 11 NOS BIB 14-8/ DBL 2 6 x8 O- DBI, 2 x8 OFFICE / LI5R�RY, - II t' 41_811 7'-55/8' 5'-211 O 21�IIxaIO" ' 11 4'-8" V_ r5%8 5'-211 )V N�U o I '-0CEILING NT. in30flomL COVERED PO CH _ o0 3'-6" so"W x 14'T NE\V O 1 10'-0" CEILING 14T. (fl ICHE BELO z _ I I crl00 WIN W(FINIS ) Ul „ -1 O O E DETAIL 2/A-5 "� WOOD I WOOD O C) 0 C) O FIQR DECK FRAMING rl_ r r r 1 n= 1 5 n 2 - cYl LO 6711 UB - c~7 631-611 7-8%113,,-6 co - 17'-3/ u - ° 4-011 1 17'-35/8' 39211TH 5T��LT x c� o - r c 3050 3050 _ a c 0 o ATLANTIC E5"cJ..I, FL 0 o s , CV CV CV N r 3060 3060 - 32233 1'-4 /16" 3'-0" 3'-0" 1'-4 3/16" AI 3'-6" 8'-83/8" 3'-6" 8'-43/411 8'-0%s" 0' 4'-10 3/16" 6'-0" 4'-10 3/16" 15'-83/8" 17'1 SEE DETAIL SHEET A-5 33'-0" FOR WANDDOOR 15'-8%" 17'-3%" fLOOP. PL4N� 33'-0" JAMB DETAILS AND N BALCONY RAILING DETAILS FIRST FLOOR PLAN SECOND FLOOR PLAN 1 1/4":1' 's COPY2IG.NT w A.D. L_INDL_EY TOL_bLP-T DE5I4N, INC. ALL 2I flTb 2EbEZVED. NO PA2T OF Tfli-5 \VO2Ic MAY E 2EP2ODUCI1R DI-5T2IDUTED, DI-'5PL_AYED 02 OT.lErz\VibE COMMUNICATED IN ANY FO2M O2 E5Y ANY MEANb \VITflOUT P2102 V2ITTEN CONbENT OF LINDL_EY TOL_bE2T DEIGN, INC. OVERALL HT 6 30'-6" 12 12 5V-CRIMP MTL. ROOF, 12" O.C. PANELS, ONYX 2 MILL FINISH (TYP.) T.O.P. 20'-4 3/4" EXPOSED 2X6 WINDOW HEAD HT �► 16'-4 3/4" Concept Dc��og� �0��0�� P.T. RAFTER - TAILS PLUMB CUT X SM OTH HARD(-PLANK '. 2X8 P.T. FACE TRIM N L SIDING R N K i U 11 2x12 P.T. TR1M _ A R C It LTE C T U R E 2X6 P.T. CORNER 0 M 2X8 BAND BOARD 2x8 PT F ,, / " e ufldng Contractor .F. 11 434' iz T.O.P. iw 10 -OBos c o 6 Building Contractors, Inc. 4x10 a 6' O" HEAD HT - - .��, : .. :: % � COMMERCIAL AIVD RESIDENTIAL OL 9 - 241-0320 04 SMOOTH ELASTOMERIC STUCCO FINISH 12" ROUND TUSCAN OR NOTE: 12" SQUARE TUSCAN $ "PERMACAST" COLUMN A FOUNDATION SURVEY O'-O" SHALL BE PERFORMED AND OL A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE SUILDING 8'-4%" 8'-0Y8' 0' INSPECTOR'S USE PRIOR TO 15'-8%" 17'-35/" FRAMING INSPECTION. 33'-0" ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING FRONT ELEVATION STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. }�` REVI�ION OVERALL HT -, 30'-�" OL A2- APPLP AWNING 1.00E PLTAiL bCALE: K/491 = 1'-0" Iz iz CAPP UbL Z V: T,5n Fp-INT PATE-: T.O.P. 20'-4 3/4" Wednesday, November 19, 2014 PIZOJEC P.OASE 2"A" WINDOW HEAD HT 0 16'-4 3/4" pEIZM�T ��UE EXPOSED 2X(o P.T. RAFTER -- -- L 00 TAILS PLUMB CUT CV (V zo SILL HT 's 13'-43/4 M 2"x12" Iz 12 F.F. 'a 11'-4 3/4" 4154C0 OL 12 T.O.P. 10'- ou�5F OL IL O" m - T.O. 9 O P. . .: :'• = :TANKLESS NEAR Hr G 8'-0" VVI NL\\/ .No o O a 592 II a--I lZEE �i /� IC � t EAC F.F. O O F 32233 0' 4'-2" 0' 5'-6" ELECTRICAL AC UNITS W/ 1 SERVICE FENCE ENCLOSURE (FENCE NOT SHOWN) 5'-0" 6'-4" 11'-1" 24'-6Ys" 9'-10%" 3'-6" ,_ 3 .. -21-01'- 111-411ELEVATioN� 49 0/ LEFT ELEVATION j COPYIZIC,�JT 2014 A.D. LINDLEY TOL5EI2-T DE-5ICN, INC. ALL I2-1G�JT6 NO PAIZT Of TJ6 \VOIZIC MAY IHE 1-1,5ED, IZEPIZODUCEP, DI5TIZIE5UTED. DISPLAYED OIZ OTfIEIZVISE COMMUNICATED IN ANY foI2-M OIZ by ANY MEAN-5 \VITflOUT PIZIOIZ WIZITTEN CON-5ENT Of LINDLEY TOLE5EIZT DE-5IGN. INC. OVERALL HT 0 30'-6" OIL 1 12 6 �6 m i 2 T,O,P, 10 20'-4 3/4" OL1 WINDOW HEAD HT im 18'-4 3/4" OL Concept Dedgn CconsuKents N 2X8 P,T, FACE TRIM ,�€ X � JLN 2X12 P,T, TRIM 1 ` R 10 N Ka { El 2X6 P,T, CORNER - ARCHITECT URE i SILL HT -9 13'-4 3/4" OL M F,F, ii'-4 3/4" oao�C ng Contactor 12 12 41111 12 4 124 T,O,P, e 10'-O" OL Bosto 12 Building Contractors,Inc. 6 _ _ DOOR / WINDOUJ OL COMMERCIAL AND RESIDENTIAL 904- 241 -0320Z o ao 0 NOTE: SMOOTH EL4STOMERIC Q LL A FOUNDATION SURVEY STUCCO FINISH F,F, SHALL 13E PERFORMED AND A COPY OF THE SURVEY 0' 91 9'-4" 0' 11'-10" 0' SHALL 13E ON THE SITE 8'-0" 6'-6" 5'-10" 5'-9'/" 6'-1 OY2" FORTHE 13UILPINCi 20'-4" 12'-8" INSPECTOR'S USE PRIOR TO 33'-0" FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL REAR ELEVATION BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 2EViS�oN- 0 APPS—P AWNING 2001' PE TAIL OVERALL HT -6 SCALE 5V-CRIMP MTL, ROOF, F4' = 1 11-0111' 12" O,G, PANELS, ONYX cAnn uSE2 in= MILL FINISH (TYP,) TJX 12 12 6� 2 �6 PRINT PA E: Wednesday, November 19, 2014 T,O,P, 20'-4 3/4" P20JEC Pa IASE- PEZMiT i��uE : - WINDOW HEAD HT Q 18 -4 3/4" EXPOSED 2X6 _ P,T, RAFTER SMOOTH HARDI-PLANK TAILS PLUMB CUT LAP SIDING Q0 SILL HT 13 -4 3/4" o M 12 F,F, 6 ,11'-4 3/4" OL 4 11-F ou�5�: 12 - to - �....... .... �... ..�.. HEAD NT OL : HE-W 7. r O CO x 3 2 II T o � T T a. ATL44-nc EkAca fL t �� F,F, 1 O O 32 44 233 2'-0" F 3'-6" 3'-10" 4'-0" 9'-6'/" 13'-8'4" 6'-4" 4'-6" I 9'-4" 38'-03/a" 3'-8" 5'-6" 5'-0" 101 ; �L[_\44TION,5 51'-0%" 11'-4" RICHT ELEVATION COPYIZ141T 2oA A.D. L-INDL-EY TOL-05E2T PI-514N. INC. ALL 21(,flTS 2E�E2VED. No PA2T Of TTS \VO2I MA E5E U-5ED, IZEPIZOPUa P. DI6T2I51-ITED. P16PL-AYED O2 OTIIE2\VI-')E COMMUNICATED IN ANY f02M 02 E5Y ANY MEAN,5 VIT-IJOUT P2102 \V2ITTEN CONSENT Of LINDL-EY TOL-E5E2T DESIC1'N. INC. I a 3 e Concept DDesWn CConauKantz CRONIdO' DUCH AR. C11ILI[I 11L T � GT [IR � I � i I' o ufld ng Contractor IEl i Bosco I, Building Contractors,Inc. I COMMERCIAL AND RESIDENTIAL - �- -241 -0320904 NOTE. : A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE Lj I FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL - a` PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY ,Y REQUIRED SETBACKS. T d 3 92 11 th 3 - { f 1 I 1 j Street . t SCALE: AtlantcBeachFloridal 32233 t ' CARD u6EIZ ID: Tin PRIN PAIL: C01 IST CTION ISSUE ti Wednesday, October 01, 2014 PIZOJEC PASE: October 1 2014 ? PEP-MIT isbUE i I DIMENSIONS: OVERALL DIMENSION: TAKEN FROM EXTERIOR WALLS ` flo I INTERIOR DIMENSIONS: TAKEN FROM , STRUCTURAL MEMBER (STUD OR BLOCK), NOT INDEX OF DRAWINGS NL\V flomL SHEETROCK. , DIMENSIONS ARE IN SQUARE FEET. sI E SITE PLAN i CONSTRUCTION PLAN TYPE OF CONSTRUCTION;.......... TYPE V-B A-1 1st & 2nd FLOOR PLANS OCCUPANCY CLASS. . .. ..... !........... GROUP R-3 392 uTfl 1 ST FLOOR: 1 ,43 8 A-2 FRONT & LEFT ELEVATIONS A E5Laca L A-3 REAR & RIGHT ELEVATIONS TTS F 2ND FLOOR: 1 492 � 32233 A 3.1 GARAGE PLAN & ELEVATIONS APPLICABLE CODES: TOTAL ENCLOSED: 2,930 A-4 SECTIONS & DETAILS 1 . FL. BUILDING COPE - RESIDENTIAL 2010 DETACHED GARAGE: 576 A-5 SECTIONS & DETAILS 2. NAT'L ELECTRICAL CODE 2008 . A 6 RAFTER END DETAIL CO V �IZJ�-I��T PORCHES: 644 3 . FFP CODE 2010 F E-1 FIRST AND SECOND FLOOR ELECTRICAL PLANS EA LAN , DEVELOPMENT CODE TOTAL COVERED: 3,574 E 2 GARAGE ELECTRICAL PLANS 4. ATL BEACH NOT INCL.DETACHED GARAGE STRUCTURAL PAGES COPY2IG.IJT 2o14 AD. L_INDI_EY TOLE5E2T INC. ALL 2IGfIT-) 2ESEIZVED. No PAP-T Of T-016'\\/O21 MAY E5E- USED. 2EP2ODUCED, DI6T2I15UTED. DISPLAYED O2 OTfIE2\VI6E COMMUNICATED IN ANY f O2M oil E5Y ANY ME AN6 \VIT.lOUT P2IdV-,AV2ITTEN CONSENT Of LINDL_EY TOLE5E2T PE 610, — 33'-0" 12'-8" ' 20'-4" 0„ 91 _411 91_411 10' Concept Dedgn consukants o o ' 111-101, t ,U 1-1 1 1 N 6'-0'/2' 5'-9'/2' A RC El I T E C T U RE f II 11 II o I " coVERED FoRCH o� fC (g Contactor _________ _ ____ _ ___ __-_� �_ `� 33-0 11 11 0 Bosco 11 1 11 11 � 11 11 - 11 11 II r - 1 II � 14'-0" 5'-0" 14';0" C0 Building Contractors,Inc. LO � 1 1 � � 19'-3" 1 1 11 11 11 - 5'-10" 3'-4" 4'-10" 2'-6" 2'-6" Atilli 6'-9" 3'_0" 3'-5" 5-1 II 11 I COMMERCIAL AND RESI®ENTIAL 1 1 y I I 1 1 30 oEnt 5 DBL 2'6"x81011 - 904- 241 -0320 4'_9„ 6'-6" $'-0" _ GAS ENT 3050 - - S-10'/2' 5'-0" 3'-10'/" - - co 1 1 coO 311 5r_4„ 3r_4„ 4r_4rr r r rr M GAS PIf-E M 13-2 � � 14.5"xl - OUTLET NIGFIE B ow NOTE: ' 13'-0" 12'-9" - 2611x8'011 DBL 2'6"x8'O" - _ A FOUNDATION SURVEY 1'-4" 3'-3" - 1 o °a OOM04T' ' o 0' 4'-0" M 'CO HOSE B '� = EDRO r'I '` SHALL >3E PERFORMED AND � � O ce) M I p _ O 9-O" CEILING T. O 10'-0" CEILING HT. x _ `- Cfl '0° O� - 1 �_ - - , - m o a ti BEDRO01„I ® ti A COPY OF THE SURVEY - 6'-9" 2'-8° '-6 _ 12"SHELVES N Cn o �iio = _ ,� \ C7 9'-O" CEILING HT. `' _ LO 1 SHALL 1.3E ON THE SITE k q oo V) - M FOR THE BUILDING LID 1 CO KITC E I o d x -1 o INSPECTOR'S USE PRIOR TO 26 x80 N o 'c� ' o \9 - o FRAMING INSPECTION. TANKLESS - ; o a _ _ _ lo'-o° cEILI G HT. LL, -N o 2'- " 5'-0" 2'-0" = AC CHASE - m N ALTERNATIVELY, ALL °O 0O WATER HEATER 2-8 o o °x° (0 o0 0 _ I _ Q _ - o r o LID U") _ PROPERTY MARKERS SHALL M u U tt CM N _� I 0 Y c� m `40 _ ' _N , r- m , �c 2'-0" 4'-411 - M N Z CV M Q 00 '°" ti - - - BE EXPOSED AND A STRING 2181Ix81°11 21 Ilx&'011 _ I cn _ , _' rJ- DBL 2 6 x8 O ",_ ...:, ,..DBL 2'61Ix81°I. 3'-2" ��s" " _ "' '-0" '- " STRETCHED FROM MARKER L? CLGHT I N 11' " 811 _ TO MARKER TO VERIFY r - - - -__ CV � i , _ , , , „ _ _ _ 11 z_ , 94.5" m _ 78'/21 -8�/2 W '� _ , r, a 2 8 x8 O 8"x8'0" CLG HT -o - % Cp 11-811' 2-0 ELECTRICAL REQUIRED SETBACKS. C° - ;p W I I r _ ,� _ -N 5 ,6 n ,8 '-4'/" 13'-3 15/16" PANEL _ �' O ' ('� .�'-6" ]�6 ' w } I "' W v _ LO -� T LL 1 '-6'r r I Z I n z a „ ---- `"' _ ° d- `� D WN o m 2EVI�IoN- z ® 12"SHELVES _ - J ", CV d' m C� 31-61161/d ,_6" 1 , d cp _ - - ------- v---'- 1r--------- ------- \ 00 O 13-5 x 8- CASED OP NTNG - a0 _ '411x 11 ---------------- ---------- ------ ELECTRICAL 51_911 38" 4'-0" r „ 17 \ 21811x81°11 N METER �3'-6" DININROO1"I. 2-6 131-5112-0 M - 11 _ ---------------------------, - LINEN -i5" -30'" 30° M 12" ' CEILING HT. Q 2x6 W LL C -a _ n 10'-103/8' 2'-115/s" a� zo 1 10 ~ 0 SCALE M 4'-0" 12'-115/" - 1 M �- 8 3'-6" 2'-It LO C14 9 10' 6'-103/" ''0" ' CAI7D u5LP In� N , I `� Ted N , 1 5 M CLOSET - PP-INT da r= 1 r GREAT ROOM - 10'-0" CEILING HT. 4 9'-O" CEILING HT - Wednesday, October 01, 2014 ---------------- PIZOJE P.!-IASE: ' 3 PEZMIT I,),)uE M 19 RISERS g Z 3/16 l ? 2 S'x8 O' 'M. BEDROOM ' -N - - O N 9'-O" CEILING HT. „ -1 CD 00 G CEILING CV \ 15'-2%" 1 '- s' --------- $'-7�/ '------- CM , „ �� M.BEDROOM ONLY O 5-8/8 - 2'8'rx8'°II 16'-115/8' LO d- DBL 2'8"x8'0" r O O Cy N DOORS 00 LINEN (0 i cn 2'61,x810„ 4E54CO c O " r u c 4'-$" 5'-4" 4'-8" 4'-8" 7'-55/8' 4'-8" d- SHOWER RECESSED INTO FLOOR TRUSS 41-1 071-5%" 4-8 Q O ' \ O SO FLOOR IS LEVEL M M r - _' O - DBL 2 x8'0" - D L 2' "x8'0" - ti W/MAIN FLOOR HOSE e B Zo (D 0 14'-83/" DBL 2-611x8'04: oBL 2' 11x8' " OFFICE / LIBRARY o = AV 0 1 '-0" CEILING HT. - 4'-8" 7'-5%" 5'-2" _ 2'6"x8'0' I 30„ 4'-8" 7'-55/8' EnoI I COVERED FO CH - 00 3'-6" 20"W. WIT - NE\V flomLICNE eELo O r r 10'-0" CEILING T. ti O O WIN W(FINIS J O LZII , `n WOOD _ ~ WOOD - I SEE DETAIL 2/A-5 CV - O 0 O N ti FOR DECK FRAMING M ' m 3'-6,r 7'-8%" 3'-6" 17'-35/'r 2 0 Ln 6z" -UB u M Oo 4,_O,r 17'-35/" Fall C3LUJ392 I0 ,5TZU T r _ _ = O 3050 3050 - 00 N N N N A TLANTIc EEAca FL 3060 3060 SEE DETAIL 1 /A-4 -5 1'-4 /16" 3'-0" 3'-0" 1'-4 3/16" A�5 2233 3'-6" 8'-8%" 3'-6" 8'-43/4" 8'-0%8' 0' 4'-10 3/16" 6'-0" 4'-10 3/16" 17-3%" SEE DETAIL SHEET A-5 15'-83/s" ' : 33'-0" FOR WINDOW AND DOOR 15'-83�" 17'-3%" fL001Z P 33'-0" JAMB DETAILS AND RAILING DETAILSFfRST FLOOR PLANBALCONYSECOND FLOOR PLAN 1/411:11 1/4":1' COPY2IG.IJT 2-o14. A.D. LINDLEY TOLE5E2T DESI(�N, INC. ALL 2IGfIT-) 2E5E2VED. No PA2T of TflIb \V02I/- MAY E511 U-511P. 2EP2oDUa R DI5T2I5UTED, DISPLAYED 02 OT.NE2V5E COMMUNICATED IN ANY f02M O2 5Y ANY MEAN6 WOOUT P2Io2 \V2ITTEN CON6ENT Of LINDLEY TOLE5E2T DESIGN. INC. z 3 12 12 6 �6 5V-CRIMP MTL, ROOF, 12" O.G. PANELS, ONYX MILL FINISH lTYFIJ 1 Concept Dees gn Consalltants EXPOSED 2X6 P.T. RAFTER N — TAILS PLUMB CUT "# X SMOOTH HARDI-PLANK LAP SIDING ' �' i w N 2X8 P.T. FACE TRIM DUC 1-1 A. RC: 1-11 T E C: T U B E 2X12 P.T. TRIM 2X6 P.T. CORNER14 , o uu�dong Contractor 2X8 BAND BOARD 2x8 PT 12 :.. .. .. , . .. . . .. .. -. Hding Contractors,Inc. Bosco 4xIO i-. BEAM COMMERCIAL AND RESIDENTIAL 904- 241 -0320 1 ® SMOOTH ELASTOMERIC STUCCO FINISH 12" ROUND TUSCAN OR NOTE: 12" SQUARE TUSCAN "PERMAGAST" COLUMN A FOUNDATION SURVEY L.J SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING 8'-4%" 8'-0'/8" 10, INSPECTOR'S USE PRIOR TO 151-8%" 17'-3%" FRAMING INSPECTION. 33'-0" ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING FRONT ELEVATION STRETCHED FROM MARKER TO MARKER TO VERIFY 1/411:1-' REQUIRED SETBACKS. REVi�ioN� PLAN C1.-IANGE.b 06_03_2013 SCALE: 1/4" = 1'-0" 12 12 6O �6 CAP0 UbER V: ETbL? PRINT DAM Wednesday, October 01, 2014 CT PHAS[-= 2..x8.' _ PCRMIT ,5,5u111 EXPOSED 2X6 _ P.T. RAFTER TAILS PLUMB CUT00 CV CV 2"x12" ------- C 0 12 12 4 � 4 12 6 flou�5E A . T NKLESS W " . � ATER HEATER=. -. �..: .:.... . ...:.' ...- .:. .. . ...::. ...- .:..-, : . --.. ... ..- . 4. V N flomL v__ 0 m a EO o t a. 39211Tfl 5TIZF-U TATI C EAC L . .. . : - . .. .: - -. . . : . . - - . . .. . . .. . . - . � 32233 0' 4'-2" 0' 5'-6" ELECTRICAL AC UNITS W/ SERVICE FENCE ENCLOSURE 7 (FENCE NOT SHOWN) 3'-6" 2'-0" 5-0 6-4 11 -1 24-6/8 9-10/8 11'-4" 49'-03/" y ELEVATION LEFT ELEVATION COPYIZ<G ]T 2oA A.D. LINDLEY TOLE5EI2,T DE51GN. INC. ALL IZIGfIT_5 IZESEIZVEP. NO PAIZT Of TTS \VOIZ MAY E5E USED, IZEPIZODUCEP. DI-A)TIZIbUTED. DISPLAYED Olz OTI]DWI-5E COMMUNICATED IN ANY fOIZM oil E5Y ANY MEANS WITUOUT PIZIOIZ \VIZITTEN CON.5ENT Of L INDLEY TOL5EIZT DESIGN. INC. { , .k .A 12 - 12 # 6 ; �(0 TF— Concept Dedgn consuK ants _ N 2X8 P.T. FACE TRIM PL X N 112X12 P.T. TRIM C R 0 N K . 'u c i-i 2X6 P.T. CORNER t C FI t t 6 T t R E LD, Ll w mg an rac��o� 12 112 1 12 4A v 1 11� I I � 4 � 4Bosco 12 Building Contractors, Inc. mw COMMERCIAL AND RESIDENTIAL _ 904- 241-0320 Z f Z:) O 00 U XO 0 NOTE: SMOOTH ELASTOMERIC a STUCCO FINISHLJ A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY 0' 9'-4" 9'-4" 0' 11'-10" 0' SHALL BE ON THE SITE '- " 1- " �- a i- a '- ' n 8 0 6 6 5 10 5 9/2 6 10/2 FOR THE BUILDING 20'-4" 12'-8" INSPECTOR'S USE PRIOR TO 33'-0" FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL REAR ELEVATION 13E EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. IZEV151oN- PLAN CflANC,E6 o6_03_2013 M .SCALE 5V-CRIMP MTL- ROOF, 1/4" = 1'-0" 12" O.G. PANELS, ONYX CAPD USLIZ ID= MILL FINISH ITYF`J TJD 1� 6 12 Pp-INT dA E: Wednesday, October 01, 2014 PIZOJEC PflA-5E: PER-MIT 1, POSED 2X6 --- .T. RAFTER - - SMOOTH HARDI-PLANK TAILS PLUMB CUT LAP SIDING rLLIm M 12 12 ou�5F- � 4 V = :. - � NES flomL ' - ...I :-u r Q C X 0 39 T T 2118 IZ S EET Q ,4 Ic �EcJ-I TENT .Q► 52255 776L 3 m.. a ... m : 2'-0" 3'-6" 3'-10" 4'-0" 9'-6Y2' 13'-8'/" 6'-4" 4'-6" 9'-4" 38'-0%" 3'-8" 5'-6" 5'-0" 10, I-LIA/4TION�5 51'-03/" (RICHT ELEVATION COPYIZ4iJT 2011 A.D. uNDLEY TOL6E2T DES��'N. INC. ALL 244JTS No PA2T Of T-016 \Vo21C MAY E5E U6ED, 2EP2oDUCED, P16T2Il51-ITED. D16PL4.YED 02 OTflE2\V15E COMMUNICATED IN ANY fO2M 02 15Y ANY MEANS \V1TflOUT P2102 W2ITTEN CONSENT Of LINDLEY TOLE5E2T DESIGN. INC. O 24'-0" - CV i-- 12 1 12 O CN Concept Dedgn ConsuK ants Q = o ! ; 0 g 0-4a' w ARCEIt TBC: TU RE LU o ufldng Contractor � tu X Q -A Bosco ;T N N O Q Q N Building Contractors, Inc. o U 24'-0" V COMMERCIAL AND RESIDENTIAL 904- 241 -0320 O0 x� O - REAR GARAGE ELEVATION q a a' 1/4"=1'-0" NOTE: i A FOUNDATION SURVEY -� SHALL 1.3E PERFORMED AND 00 3 0 x 8-0 � �} A COPY OF THE SURVEY CN S - SHALL 13E ON THE SITE 12 ti 3050 3080 12 �6 FOR THE BUILDING 3'-6" 8'-6" 31-011 2'-011 INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. 24'-0" ALTERNATIVELY, ALL F� PROPERTY MARKERS SHALL - 1.3E EXPOSED AND A STRING STRETCHED FROM MARKER o � TO MARKER TO VERIFY ° - a o REQUIRED SETBACKS. , W OW O Q ; REVi�oN� 2,-0„ 91-011 2,-0„ 99-091 2,-0„ 24'-011 SCALE 1 1-011 CAPD U6LP- IP= FRONT ELEVATION Tin PRN PAT[-: 1/4"=1'-O° Wednesday, October 01, 2014 PRO-JLC Pa-IASL: PERMIT I,/),5UE r A Ix 7'-0" n 7'-0" 01 7'-0" o 7'-0" 4504(f 0 � CV N zo zo 12 12 � 12 12 6� 1 NL\v flomL Q L EXPOSED 2X(o EXPOSED 2X6 I P T, RAFTER = P.T. RAFTER = w TAILS PLUMB CUT TAILS PLUMB CUT — EL g o w - Q 392 iiia-I �TIZ��T 0 ,4 � c�, L o T�T� F 32233 J 3'-6" 8'-6" 7'-0" 3'-0" 2'-0" 2414" 24'-0" G G RIGHT SIDE GARAGE ELEVATION LEFT SIDE GARAGE ELEVATION 1/4"=1'-O" 1/4 J • EIZ No PAIZ o a_IIS �VOIz1� A L u52D. IZEPIZODucED, DI�TIZIUuTED, DI�pLAYLD OIZ OTfl1-I2COMMUNICATED IN ANY f ORM OP- 5Y ANY MC ANS \VITflOUT PRIOR WIZITTEN CON6ENT Of LINDLEY TOLD EIZT PC:b<N, INC. COPYIZIG.NT 2o14. A.P. LINDLEY TOLbECLT DL51C,N, INC. ALL P SITS IZ25 ULD T F T MAY } Vlro" OSB 5V - CRIMP METAL ROOF, RESIDENTIAL MILL FINISH 26 GAUGE, 300 FELT UNDERLAYMENT 5V — CRIMP METAL ROOF, 2x4 PRE-ENGINEERED ROOF TRUSSES AT 24 O.C. WITH RE61DENTIAL MILL FINISH 2ro GAUGE, 2x6 PT RAFTER TAILS 30# FELT UNDERLAYMENT R-30 1x6 BIRD BOARD W/ VENT INSULATION BED MOLDING 2x4 PRE-ENGINEERED ROOF TRUSSES ,4T 2411 O,C. WITH 1x2 DRIP EDGE CONT. METAL FLASHING 1/2" GYP. BOARD 2x(o' FT RAFTER TAILS 1x3 CONT. F.J. CEDAR TRIM Concept De�Ogn Conzal�anf�� 3/8" BEAD BOARD WM-41 CROWN UU'' PLYWOOD, FACE DOWN 2-O" MOLDING YP. OVERH G (2) 2x4 WITH TOP PLATES REINF, W/ TOP STRAPS I� N u C I 2x8 FRIEZE BOARO AND HURRICANE CLIPS R-30 � � � cf� � �r � �� Tu ><z � /� III INSULATION MTL. FLASHING (SEE STRUCTURAL DWG S) lxro 51RD 50ARD W/ VENT COVE MOULDING R-19 KRAFT FACE I��/ �O 2x6 CASING INSULATION BATTS o au0dhg Contractor 5ED MOLDING IV G 1/2" GYP. BOARD Boscl rt \ II 20'-4 3/4 Building Contractors,Inc. lx2 DRIF EDGE � 6 q RL. f"TT' O COMMERCIAL AND RESIDEtdTIAL 2 2 Q� CONT, METAL FLASHING 41 -03 1/2" GYP, 50ARD lx3 CONT. FIJI CEDAR TRIM 8 6 6 V n II WM-41 CROWN NOTE: 3/55EAD eOARD 2 -0 I II PLYWOOD,, FSC DOWN MOLDING 5-1/2" WOOD BASE-BOARD A FOUNDATION SURVEY 4x4 P.T. SILL 13'_4 3/4",h� SHALL BE PERFORMED AND ryf=. OVERH NCS (2) 2x4 WITH TOR PLATES HARDIPLANK LAP SIDING SILL HT 2 " SPACING TONGUE AND GROOVE A COPY OF THE SURVEY REINF. UJ/ TOP STRAPS AT 5PLYWOOD DECKING Q SHALL BE ON THE SITE 2XS FRIEZE �3O�4RD � x/16 OSB PLYWOOD (STUROI-FLOOR) ,AND HURRICANE CLIPS SHEATHING GLUED AND NAILED FOR THE BUILDING ' 6 v I 2x4 WOOD STUDS IN PLACE. MTL. FLASHING (SEE STRUCTURAL DWG S� SET 0 16" O.C. W/ INSPECTOR'S USE PRIOR TO R-13 KRAFT FACED 14DEEP FLOOR TRUSS FRAMING INSPECTION. I I BATT INSULATION COVE MOULDING HURRICANE STRAPS 1 R-19 �GR�FT F,4C� ll-4 3/4 ALTERNATIVELY, ALL BETWEEN FLOORS 2nd FLOOR /� INSULATION �,4TTS _ PROPERTY MARKERS SHALL- 2x& HALL 2x& CASING - (SEE STRUCTURAL DWG's) BE EXPOSED AND A STRIN � � G MTL. FLASHING STRETCHED FROM MARKER _ 1/2" Gyfim, E30,4RD L 10 1-0 TO MARKER TO VERIFY PL. HT. REQUIRED SETBACKS. EAVE D ETA I L 1/2" GYP, BOARD WM-41 CROWN (ZE\/ISION: �- 1/zl►:�� 3/4" (2) COAT STUCCO— MOLDING SYSTEM WITH SYNTHETIC (2) 2x6 TOP PLATE FINISH. R-19 KRAFT FACE INSULATION BATTS TO USE PEEL t STICK 1/2" GYP. BOARD 4 4 ROLL AROUND WINDOW (TYP.) SCALE 5LL PLANS CAPD USER IP: [TbP P12-INT PATL: Wednesday, October 01, 2014 PIZOJLC Pfl46L: o PLI2MIT j S FOAM SILL WITH 5-I/2" WOOD BASE-BOARD 04 C 0 STUCCO OVER A 1/16" OSB PLYWOOD SHEATHING C.M.U. "J" BLOCK WOOD 2x6 STUD WALL OU5�: AT 16" ON CENTER. R-15 KRAFT FACED 4" REINF. CONC. SLAB BATT INSULATION (SEE STRUCTURAL DWG'S) flomL BOTTOM STRAP VAPOR BARIER NE-W 10" ANCHOR BOLT +/-O,-Pi S" C.M.U. STEM WALL a °, - , FINISH FL. (SEE STRUCTURAL DWG'SJ - (DATUM) 592- II T� S ALL 9 T T FINISHED GRADE ATLANTIC EEAca FL COMPACTED, 32233 �,'. �, TERMITE-TREATED GRANULAR FILL a 1 Q' • a a. •a , FOUNDATION a (SEE STRUCTURAL DWG'S) DLTAiI� 2 WALL SECTION - TWO STORY -4 3/4":1` SEE STRUCTURAL DWG's FOR SPECIFIC DETAILS COPYrzI(;�JT 2014 A.D. LINDL-EY TOLE5LI2-T PC SIGN, INC. ALL 12-4flTs NO PAIZT Of TMS \VOI� MAY 511 U-5ED, IZEPP-ODUCLD, DI6Tr2IbUTED. DISPLAYED OI. OTlIEIZ\VISE COMMUNICATED IN ANY f OlZM OP- E5Y ANY MEAN6 \VIT BOUT `PIZIOlZ \V12-ITTEN CONSENT Of LINDLEY TOL_E5LIZT DESIGN. INC. r 20'-4 3/4" PL. HT. a Concept Dedgn ConsuR ants R O ' . c ii A R C ELITE C T U RE o uoldhg Contractor for ghB 0 S C 0 Building Contractors, Inc. 811x8" WOOD COLUMN W/ CHAMFERED EDGES COMMERCIAL AND RESIDENTIAL AND APPLIED BASE 904- 241 -0320 NOTE: A FOUNDATION SURVEY SHALL 1.3E PERFORMED AND 5/4" T4Cs EXTERIOR DECKINGA COPY OF THE SURVEY Q RUNNING PARALLEL 111/ HOUSE SHALL 13E ON THE SITE CA 2x10 JOIST 16" O.C. FOR THE BUILDING W/ SCROLL END INSPECTOR'S USE PRIOR TO 11'-4 3/4",� FRAMING INSPECTION. 2nd FLOOR ALTERNATIVELY, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 211 II 101.011 STRETCHED FROM MARKER PL. WT. r TO MARKER TO VERIFY REQUIRED SETBACKS. (2) 2x12 BEAM 11/ SCROLL ENDS IZEVI�IoN I ')CALL: bEE PLANb ALL THRED RUNNING THROUGH CAPD UbLIZ ID= FROM FOUNDATION TO ROOF FT�p PP-IN PATL: Wednesday, October 01, 2014 12° ROUND TUSCAN PP-0JI-C PflAbL= tt��I I WINDOW CASING GM-1 1/2"GYP.BOARD "PERMACAST" COLUMN PERMIT I, ..JUE R-113 INSUL. 3 _ a s TAp n� 1/16"OSB SHEATHING WINDOW SILL 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH C 0 A%EMBLY 9iL1`� C.M.U. "J° BLOCK i C.M.U. "J" BLOCK 00 flou�5Ln 4 "` T 411 REINF. CONC. SLAB (SEE STRUCTURAL 00 4 REINF. CONC. 00 SLAB (SEE STRUCTURAL- DOOR DU1Cx.S) ;t CASING(GM-1) 1/2"GY BOARD 4 flom�:DWCs.S) NL\v -a"DOVE 1 OI-011 4r� -- - 0'-4% 0'-4 11 11111 1 FINDATUM) , 8 (DATUM) till VI6"OSB SHEATHING 392 IIT---� 5TP LLT t DOOR TRESHOLD 3/4"(2)COAT STUCCO SYSTEM W/SYNTHETIC FINISH ,4TLm-nc EkAca FL ' COMPACTED, 32233 i COMPACTED, _ TERMITE-TREATED GRANULAR FILL, TERMITE-TREATED GRANULAR FILL. FOUNDATION SEE STRUCTURAL DWG'S FOUNDATION SEE STRUCTURAL DIUCx'S"0"1 I LJ WALL SECTION - FRONT PORCH SECTION THROUGH RAILING DOOR / WINDOW JAM T3 DETAILS -� 3/411:1' SEE STRUCTURAL DWGS FOR DETAILS SEE STRUCTURAL DRAWINGS FOR DETAILS �I 20 4 A.D. LiNdLE OLI�EIZ DESS N, INC. ALL Iz�G�ITS CZE EIZVED. NO PAST OF T�li� �VoIZi� MAY �� u�ED. IZEPIZOpUCED, DibTp-iI5UT1:P, DISPLAYED O� OTfIEP-\VibE COMMUNICATED IN ANY FORM O� E5Y ANY MEANb WIT.NOUT PIZiO� WRITTEN CON-51-NT OF LINPLEY TOLbEIZT PC bl 'N, INC. COPYP-iG T Y T T G Concept DD000gn consuR ant's 1 �/ L� Fi A R C H L T E C T U R E o ufldhg Contactor hB o s c o Building Contractors,Inc. COMMERCIAL AND RESIDENTIAL 904- 241 -0320 3 NOTE: A FOUNDATION SURVEY SHALL 1.3E PERFORMED AND A COPY OF THE SURVEY SHALL 13E ON THE SITE FOR THE BUILPING INSPECTOR'S USE PRIOR TO FRAMING INSPECTION. ALTERNATIVELY, ALL PROPERTY MARKERS SHALL 13E EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. REV��ON { SCALE= F6LL PLANS CAPP U60Z IP: T,5n PQNT PA E: Wednesday, October 01, 2014 PP-0-ECT PLIASL: PF- PNIT I,5,5uE PERCfOLA RAFTER END DETAIL 454CO NEW flom[- -592 10 5TP,1-U A-p_ -pc EkAcw, FL 32233 ZAfTl-z ENP PET.41L A 6 COPYIZIGLIT 2014. A.P. LINPLEY TOLI3EI2-T PI-514N, INC. ALL IZIOTS IZESEIZVED. NO PAIZT Of Tfllb \VORY- MAY 6E 1-1,51-P, IZEPIZODUCEd, DISTIZIbUTER d15PLAYEd OIZ OTfIEIZ\VISE COMMUNICATED IN ANY fOIZM OIZ &Y ANY MEANS \VITfl0UT PIZIOIZ WIZITTEN CONSENT Of LINPLEY TOL6EIZT DEIGN, INC. ELECTRICAL LEGEND : I p DUPLEX CONVENIENCE OUTLET (12" A,F,F, TYPICAL) I HALF SWITCHED DUPLEX OUTLET DUPLEX OUTLET IN FLOOR s 1 [�] LIP GROUND FAULT INTERRUPTER DUPLEX (WEATHER/WATERPROOF) 0 220V 220V OUTLET QUADRAPLEX RECEPTACLE Concept Design ConsuK ants O° DISPOSAL DUPLEX CONVENIENCE OUTLET (+12" AE, COUNTERTOP) CRONKI ._ ' U 'C IA ------------ ----- ---- -- ------------- -------- ARCHlTEC; TURE SPECIAL PURPOSE OR HARDWIRED OUTLET I WALL SWITCH o uuldong Contractor 3-WAY WALL SWITCH 3 I COVERED PORCH I ------- -- -- �4 4-WAY WALL SWITCH � �---------- -- --� x n ,� 4-0 4-0 - - - � <>A CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE BBosco uilding Contractors,Inc. T_ m ME MENFAw— _ - - - - - _ CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE ; ; _ I I I ; - — _ — _ - I COMMERCIAL AND RESIDENTIAL I O c CEILING RECESSED DOWNLIGNT FIXTURE '�M I I I I � � 3030904- 241 -0320 II P �� I - CASEMENT 3050 SURFACE MOUNT CHANDELIER \ DBL 2 6x8 O t u 3 4'-9" I 9'-0.. I 4'-Cn CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) V �J WALL MOUNTED INCANDESCENT LIGHT FIXTURE (WALL SCONCE) Im ti NOTE: ' oil' ® + SWITCH Loc. A FOUNDATION SURVEY WALL MOUNTED INCANDESCENT LIGHT FIXTURE ' " ' ' � � ' BL 2 ro x8 O DBL 2 6 x8 3 3 � � -� � � Co / 1/ - S D M ' T.B.D. SHALL BE PERFORMED AND RECESSED MINI LIGHT FIXTURE/ OR LOW VOLTAGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ \ A g'-o" cEl T. � ' /I Y' A COPY OF THE SURVEY ® C , INCAN LIGHT FIXTURE #� > '` 001�'I ° " ' RECESSED LG D L o EILI T• X I _ SHALL BE ON THE SITE � - — I - N _= I' - LING IST. I ''' � FOR THE BUILDING ( - RECESSED ADJUSTABLE "EYEBALL" �' z `" `N M ' \ °-m I ---- ' _ INSPECTOR'S USE PRIOR TO C�-- RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN) 0 I I co _ _ B _ _ _ I I o ' CD FRAMING INSPECTION. FLUORESCENT FIXTURE - 2 KLUB (SURFACED MOUNTED) 0 2'6"xS' ` I ITC(-� rl o ALTERNATIVELY, ALL I N 0 I, O i - A cit U FLUORESCENT FIXTURE - 4 BLUE (SURFACED MOUNTED) Q o 10'_ " CEILING �+ • I i _ _ "' � ' \, - � ' ` PROPERTY MARKERS SHALL 0 0 1 �I o _ �r - I , 2,0„ I BE EXPOSED AND A STRING I 'o :t - o- I DBL 2'ro"xS'o" , � \ 1 _9,. 9„ DBL 2 6 xS'O STRETCHED FROM MARKER 2'S"X8'O" 2'6" S'o° ' �, -11 i/2 '- ; TO MARKER TO VERIFY ELECTRIC CEILING PADDLE FAN (BY OWNER) - REQUIRED SETBACKS. ' I d I,,, N 0 ' I 2'S"XS'O -e18'0° -- 1 Lu n I I ' I , „ LEC.PA EL iimr I .. - - U Q I ' , ' 1 -9 ' b 16 17 18 19 5'-9" :�'-9" I - - 1 � - — — — — — —N- I 4n - — — — - D U1N - — — _ N T LL 1 " REVI510N EXHAUST FAN Q _ - - - - - - - - - _ _ - - - - - - - o z ul - - '- - ,�- PLAN C-IAN4L6 o6_03_2013 ��yy � m 1 -5) I \ I _ EXHAUST FAN/INCANDESCENT LIGHT FIXTURE VA I AVE] ,� fn „x ,I _ I � ----- �, 0 JUNCTION BOX ("FOR FAN", ETC,) --i- -~-, - -, r -i- 44"- _ 13_5 CASED_OPENINCs S X$O I _� I "' -- - - r n----r----- i -6 Nill-611- -6 1l6n � SWITCHED JUNCTION BOX FOR A,H,U, I I I ---T------ --30---------i2 ELECTRIC GARAGE DOOR OPENER DINING ROO __ ��— - / I II - ® 10'-0" CEILING HT. / _011 / 114" — 1'-0° 10 � _ A � 9 s® SMOKE DETECTOR � \ DOOR CHIMES (+12" 4,r-,r-,) I I "' 8 ', \ ` � \ , ' Cana u�ER ID - - - - - - _ Tie Q DOOR BELL PUSH SUTTON (+42"A,F,F,) I 'I ' ' , ' - , � � PfZIN da E: , 6 fit' O I � II I ' � ME COMPUTER OUTLET ONLY (DEDICATED) •`�" Y 5 1"I CLOT - - - - - - - - - - - - - - ° Wednesday, October 01, 2014 ❑ P ER V'4 9';0" CEILIN a HTPIZOJEC TELEVISION CABLE JACK (12" A,F,F, TYPICAL) I --to_'- lu I ® � I A,�TELEPHONE JACK / MODEM (12" A,F,F, TYPICAL) - - - - _ - - - - - - - -I - ,/ ' _ 2'S"xS'o" I l ' ' I , PERMIT �J�uE �, rn I I I 0 1„I. BEDR M, COMBINATION LAMP/HEAT (SUNLAMP)/FAN 19 RISERS t 3 16 �, I o C14 I g'-Oi' CEILING F4T. ' I ! 4'-0" MAIN HOUSE CIRCUIT BREAKER ' I o \ � 2'-10'/2' EXTERIOR FLOOD LAMPS ,I 2 S"xS'o" I LINEN ° ° INTERCOM y DBL 2'S"x8'0" � _ - I - - � - - - - - - - - - - - - �- - - - i � - - - - - \- - - - - - A504C 0 BARN DOORS 3 \ 2 6 n O Lj I m xS o ' = -i-Q)) SPEAKER - - - VTI o 8 I I ,1 I 5'-6" 5'-6" 11'-10" 4'-0" ' I d' 0 ELECTRIC METER I /- i 19-1011 , - I 2-10 DBL 2'6"xS'O" m _ DBL 2'b x8 O = bL 2'6 x8 O DBL 2' 6 xS O NX z/1 = I I - _ --- - P N - - - 6ox8,0, , - OFFICiE I5RAR I 3011 ' I 10' EIL NT. I i F_ I Lo NE�V �IoME GENERAL � I R L NOT S : . / I COVERED PORCH l� / LU z I \ I�l O = 10'-0" CEILING WT. UOi O - -— - — O P IUP c+I I I M ' MASTER BEDROOM AND LIVING ROOM - '� � � U I 39210 5TIZEET PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH m 3050 3050 O ATLANTIC E5EAC.I-I, FL ALL SWITCHES TO BE WHITE ROCKERS � 32233 7XALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE 3060 3060 ON DIMMER SWITCHES ALL CEILING FAN LIGHTS ON DIMMER SWITCHES 4 .L�: CTZICAL I FIRST FLOOR EL CTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN COPYIZIG.NT 2oA A.D. L_INPL_EY TOL_bIRT dE_5IGN, INC. ALL 12-10T5 IZEbEIZVED. No PAP-T Of T.Nib \V0I2-Ic tv AY 6E U-51-P, P-EP12-OPUCEe, DISTP-IbUTLP, P15PL_AYED OP- OTfIEI2-\VI5E COMMUNICATED IN ANY fOI2-M OIZ by ANY MEANS WIT.JOUT FRIOIZ A/12-ITTEN CONSENT Of L_INPL_EY TOL_5ERT INC. i ELECTRICAL LEGEND : DUPLEX CONVENIENCE O TLET (12" A,F,F, TYPICAL) HALF SWITCHED DUPLEX UTLET DUPLEX OUTLET IN FLOG wP GROUND FAULT INTERRUPTER DUPLEX (WEATHER/WATERPROOF) Concept Dedgn ConsuK ants (W 220V 220V OUTLET ,: QUADRAPLEX RECEPTA LE �`'► R � �[ 1TECTU [tE O DISPOSAL DUPLEX CONVENIENCE OUTLET (+12" AB, COUNTERTOP) oufl pig Contractor SPECIAL PURPOSE OR HARDWIRED OUTLET WALL SWITCH B o s c o 3-WAY WALL SWITCH Building Contractors,Inc. 3 4 4-WAYWALL SWITCHCOMMERCIAL AND RESIDENTIAL OA CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE 904- 241 -0320 CEILING SURFACE MOUNTED PENDANT LIGHT FIXTURE or_ CEILING RECESSED DOWNLIGHT FIXTURE NOTE: 9 SURFACE MOUNT CHANDE_IER A FOUNDATIONU SURVEY EY OPC CEILING SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE (PULL-CHAIN) SHALL 13E PERFORMED AND WALL MOUNTED INCANDEE.CENT LIGHT FIXTURE (WALL SCONCE) A COPY OF THE SURVEY SHALL BE ON THE SITE WALL MOUNTED INCANDESCENT LIGHT FIXTURE `I-I' `N' FOR THE BUILDING OO RECESSED MINI LIGHT FIXTURE/ OR LOUD VOLTAGE ' INSPECTOR'S USE PRIOR TO RECESSED CLG, INCAND, FRAMING INSPECTION. LIGHT FIXTURE I �— RECESSED ADJUSTAB 'ILE YEBALL ALTERNATIVELY, ALL IMARKERS C�-- RECESSED ARTWORK DISPLAY LIGHT FIXTURE (HALOGEN)- PROPERTY SHALL_ _ _ BE EXPOSED AND A STRING I FLUORESCENT FIXTURE - 2 BLSTRETCHED FROM MARKERUB (SURFACED MOUNTED) � , FLUORESCENT FIXTURE - BLUB (SURFACED MOUNTED) TO MARKER TO VERIFY REQUIRED SETBACKS. C:) ' N ( :BI P-LV16104 ELECTRIC CEILING PADDLE FAN (BY OWNER) f f I I PLAN C.UAN( IL6 06_o3_2oa CV EXHAUST FAN / I EXHAUST FAN/INCANDESCr=NT LIGHT FIXTURE SCALE= JUNCTION BOX ("FOR FAN ', ETC,) '\ � 1/4" = 1'-0" gi SWITCHED JUNCTION BOX FOR A,H,U, \ ' CARP U6E2 In: F ELECTRIC GARAGE DOOR OPENER \ j ITbP PIZIN Da E: s& SMOKE DETECTOR II Wednesday, October 01, 2014 r� DOOR CHIMES (+12 A,F,F, 'II PfZOJEC Pa-IA6E: © WFEM PCR ,SIT I�J� I�DOOR BELL PUSH BUTTO 3050 3080(+42"A,F,F,) IVI LI © COMPUTER OUTLET ONLY (DEDICATED) 3'-6" 8'-6" 7'-0" 11, 3'-0" 2'-0" © TELEVISION CABLE JACK (12" A,F,F, TYPICAL) TELEPHONE JACK / MODEM (12" A,F,F, TYPICAL) ® COMBINATION LAMP/NEAT (SUNLAMP)/FAN MAIN HOUSE CIRCUIT BREAKER 4E54co qlvv-�, EXTERIOR FLOOD LAMPS r --0 INTERCOM flou�5L 4-0) SPEAKER GARAGE ELECTRICAL PLAN 0 ELECTRIC METER 1/411:1' NF- V flomL 392 10 5TIZL�T GENERALNOTES : ,4 Ic i3Eac TLmT ,..i, FL MASTER BEDROOM AND LIVING ROOM - 32233 PLACE (2) RECEPTACLES AT EACH TV LOCATION ONE LOW AND ONE HIGH ALL SWITCHES TO BE WHITE ROCKERS ALL RECESSED CANS (INSIDE AND OUTSIDE) TO BE ELEC IZIC,4L ON DIMMER SWITCHES T ALL CEILING FAN LIGHTS ON DIMMER SWITCHES COPYZ 0T 2oO A..D. LINDLEY TOL6EI2-T PE-510, INC. ALL 12-1 1-IT5 I2-E5EI2-VED. NO PART OF TTS \VOIZ MAY 6E SED, IZEPIZODUCED, DI5TIZ lbuTED, PI5PL-AYED OIZ OTfIEIZ\VISE COMMUNICATED IN ANY FOAM OIZ 5Y ANY MEANS WITflOUT PIZIOIZ WIZITTEN CONSENT OF LINDL-EY TOL-5E12-T DE5411, INC. r GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2' DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EDITION,ACI, NDS,APA AND ASCE?-10. BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY m 1 GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD LASED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE o w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PrRT OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE o W ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10' OF EACH CORNER AND AT EACH INTERSECTION OF Z COMMENCING CONSTRUCTION. BEARING WADS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SH�ARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS g THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGF UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN z z0 0 OTHERWISE ON THE PLANS. C. PLACE COINER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. D.PLACE AL OTHER RODS. ° E O1 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 Ci 0 OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD HALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. o 0 SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR PROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSSCONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ASSUMING 2000PSF SOIL CAPACITY. I DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 5. WHERE NECETARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBTMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS rn WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. W 6"-TYPICAL WALLS, MONOLITHIC FOOTING z o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONR►WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE cU) NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS W z° INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPE TIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER T DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUAR WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS U) ACCEPTABLE fO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONCRETE NOTES OF 10d NAILS.FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" O ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONSEWHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS U ACCEPTABLE 0 DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM CO 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". OF THE ROD j WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS 3 ce) THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". AND 5/S5 FOR TRAPPING ALTERNATIVES. F"" W m 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED zG W _- OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON O PRIOR TO POURING. U O I- U U) 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, W COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% z U ~_ m MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE W U FOOTING. � t1^' N Z vl M 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. M� J S W 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. O 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". �= U 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; O 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION.,,, IF�'`DIMENSIONS CAN NOT BE v DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD o N 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 3: cD 2 c9 STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT, , t` ca 3 °' a� o v ¢ o 11. WHERE THREADED,RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. FRAMING NOTES 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD v�/) CONSTRUCTION. W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE O ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 0 z, J 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. N 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. L.1�. W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. f z 7. DIMENSION LUMBER �W 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS V 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED (3 CO 04 C cliu')BELOW: 0) +s IL� wQ 8d=0.131"x 2-1/2" av 10d=0.148"x3" c v� 12d=0.148"x 3-1/4" 16d=0.162"x 3-1/2" o `oo U_U_ 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. M c\1 N ~v J 7 tl 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. fu c � t Ndpi LOAD TABLE Q Amo M N co ai N ROOF: O Ud' LIVE LOAD: 20.0 PSF Cl) rn V a DEAD LOAD: 7.0 PSF �'tt�9�td8��iay 3. CEILING: LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF ,�,•�, :gip a.DEAD LOAD: 5.0 PSF :•o !'� r FLOOR: COMPONENT AND CLADDING LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DESIGN PRESSURESNN DECK LIVE LOAD: 50.0 PSF EFFECTIVE INTERIOR ZONES, ZE' WIND LOADS: AREA, SF END ZONES, PSF PSF WIND SPEED: 130 MPH EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 Sheet No. IMPORTANCE: 1.0 BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3 ENCLOSED BUILDING: INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 S0 , 01 COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.41 20.8 -22.9 1 OF 4 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without wri*authorization by Alexander Grace Consulting,Inc-stall be without liability to Alexander Grace Consulting,Inc. I w p x EL C7 Q 4 m S1.01 Cl TYP - WHERE DECKS ARE,APPLY 2X12 PT NO.2 SYP o w 0 33'-0" DECK LEDGER. FASTEN TO STEM WALL WITH o a 13'-9"-TO CORNER OF BUILDING 19 3" (2)ROWS OF 1/2" BOLTS EMBEDDED 5 INTO 4 0 31'-4" STEM WALL AT 12"O.C.STAGGERED. r Q 101. CONTINUOUS BOND BEAM WITH 2500 PSI z I 12,$„ I 9,�„ 9,�„ I CONCRETE AND(1)#5 BAR a 24'-0" FIBER REINFORCED CONCRETE SLAB,4"i E z 0 r-I r-�� r ,- THICK UNLESS NOTED OTHERWISE ON z - n 1= - --- i 1 � - PLAN. U0 I ° L = - I i - STEMWALL.STEMWALL fn w VERTICAL REINFORCEMENT To BE#5 o ai i 2X10 JOISTS AT 16"O.C., (2)2X12 I ( )2X12 — DEFORMED BARSILL CELLS =1= — AT 48"O.C.O C 2 I I N WITH 3000 psi CONCRETE. ,- TYP ALL FLOOR JOISTS, i r r s101 - _':=1 i I=III= ^----------- — — — _ _ — — (3)2X12 I I —= =I=III=I I �_ TWO STORY: d=10", b=20", (3)#4 BARS o I I - I _III=III— ONE STORY: d=8", b=16", (2)#4 BARS o - ° — THREE STORY: d=12", b=24", (2)#5 BARS W - -- — -----�- - - - N I I I I-' ° Q -III z d —I ° ° VERTICAL REINFORCEMENT TO HAVE 9' 0 to (2)2X126 2X12 L J BEND AT BOTTOM AND BE EMBEDDED 4" to I I I= =III= INTO TOP COURSE. w z r (3)2X12 (2)2X12 2 I —III ) I ISI I IIII—III— FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. HHUS210-2,ALL HOLES I I I FILLED WITH 10dX1-1/2" I 2 I N TYPICAL STEMWALL DETAIL I I NAILS.TYP ALL 3-PLY I I 2X12 BEAMS. I I _ V- I I U I I I I HHUS210-3,ALL HOLES FILLED I ( I I I I m lI II S1II II I 1,_0„ ��Ir S 11.01 II II I �q I o O CIOCf)3 WITH 10dX1-1/2"NAILS.TYP N ALL 3-PLY 2X12 BEAMS. i BzW.01 30psCONCRE WITH FIRMH. W JMS G W u- FINISHED 13'-5" 18'-7 I I I GRADE Coa -- (D = W -` N I I I I 2 I I I I II _ N I— S1.01 L I I I I Il I -� I I EQUIVALENT WATERPROOFING a- rn Z ° I 6 MIL VAPOR BARRIER OR II I III °- � --Ii= � i BETWEEN COMPACTED SUBBASE m "' J AND FOOTING/SLAB D VERIFY DIMENSIONS WITH --k- -- ONE STORY: X= 12"WITH (2)#4ARCHITECTURAL PLANS. �` - TWO-STORY: X= 16"WITH (3)#4 Q�a I I 1 I I I I I 19'-0" 3'-0° 2'-0" THREE-STORY:X=20"WITH(3)#5 O •! V I to 3 ► ONOLITHIC FOOTING SECTION I I I I I S1.01 V-01 I I _ GARAGE FOUNDATION PLAN 3/4"= 1'-0" I I I L------ -----J I L--- CONTINUOUS BOND BEAM WITH 3000 PSI -- - - �- - — o I---- -I- --- -- ---------- --------- I CONCRETE AND(1)#5 BAR I I I FINISHED GRADE J I I Ir I I I I I I �C0`' FIBER REINFORCED CONCRETE SLAB,4" Q 0 0 0 1 N THICK UNLESS NOTED OTHERWISE ON t= 3:o c� 0 (9 2 (9 Cl PLAN. a 0VA IES WITH GARAGE SLOPE N Ni 8"X16"CMU STEMWALL.STEMWALL to VERTICAL REINFORCEMENT TO BE#5 DEFORMED BARS AT 48"O.C.FILL CELLS I 4'-2" 10'-3" 3'-4" 15'-3" � I _ =III=III= WITH 3000 psi CONCRETE. i I rINI _I I _ I 1=I I=�( ONE STORY: d=8",b=16", (2)#4 BARS TWO STORY: d=10",b=20",(3)#4 BARS I I I I THREE STORY: d=12",b=24", (2)#5 BARS —I I VERTICAL REINFORCEMENT TO HAVE 9' L.L I BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. z I I I II, _ b _ _► I , o �N I 1rr I 11 I I FOOTING TO BEAR ON FIRM UNDISTURBED 3 r I -III=III III-- III-III= SOIL. I I 15-64 17'-54 I W N 1fe::)�%GARAGE STEMWALL FOOTING 0 6X6 PT N0.2 SYP POST. „ Z I I 3 I I S1.01 I U) PERIMETER BEAM CONNECTED WITH 2' 3/4 = 1-0 I I S1.01 ( rild 2X12 LEDGER. SEE I O BOLT THROUGH 6X6 POST. SECTION FOR DETAILS. I I IX -------I------ ------ - --- W — 2x10 JOISTS AT 16"O.C. FASTEN EACH O 1 I wO _ END WITH LUS210,ALL HOLES FILLED VARIES WITH GARAGE SLOPE U. I I U WITH 10d NAILS. SEE PLAN I I I ---I 0 z FOOTING AND SLAB POURED WITH I I I I ~ (3)2X12 DECK BEAM. 3000psi CONCRETE WITH FIBER I I I ao ° -MESH. I I I •° ' I n � V 00 N I ( I (2)2X12 (2)2X121 co CD ABU66. USE 1/2"ANCHOR EMBEDDED 6" — °— I 5 �N I k AND ALL HOLES FILLED WITH 10d NAILS. I =I I m W< 12"X12"CMU BLOCK FILLED SOLID WITH =i�I I= I I (I_I 6 MIL VAPOR BARRIER OR u 3000PSI GROUT. I -I I I 1 I BEQTwEEN COMPACUIVALENT TED WATERPROOFING U -- S1.01 �- - i j I_ —III — I I—= - AND FOOTING/SLAB L J L =) I I= a =IIII = FOOTING WITH#5 BARS AT 12"O.C. EACH —__— _——— r o———J 2X10 JOISTS AT I o I (=I =_=1 ( I=1 I I=) I I I III WAY — I I__I ONE STORY: X= 12"WITH 2 #4 (� N N N I I N 16' O.C.,TYP ALLI�O�� ► 14 I N �I�I=ISI=III-1jI�-III IiI— I III TWO-STORY: X= 16"WITH(3)#4 :? -IIII I 1=1 I THREE-STORY:X=20"WITH(3)#5 " L------T -------- I TYP ! 9' FOOTING TO BEAR ON FIRM X 8,�3n—_ �. 8r_2u a) B -D 01 UNDISTURBED SOIL. m 3'-6" 8'-81" 3�-6" 4 ; 2 STE P FOOTING SECTION ' 2 7 o Q � � o co 15'-8 ' 17-33' (0 _v N 4 SECTION N �' C) 33'-0" 4 3/4"= 1'-0" O - ,aa�rR&it8,a. • 6• FOUNDATION PLAN r ° q } _ s III- i I I-. .•�� a • �, . =III- ° -1 '- Ill-' ,• ` '��` I ,I — „ . 6 MIL VAPOR BARRIER OR Y`' tTN E. EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB Sheet No. ONE STORY: X= 12"WITH(2)#4 TWO-STORY: X= 16"WITH(3)#4 THREE-STORY:X=20"WITH (3)#5 S1 , 01 3 INTERIOR BEARING FOOTING 2 OF 4 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability io Alexander Grace Consulting,Inc. Q EL a c� OPLACE STUD GROUP UNDER BEAM BEARING. FRAMING NOTES AND LEGEND m NUMBER OF STUDS TO EQUAL NUMBER OF BEAM PLIES. FASTEN BEAM TO STUD GROUP WITH(2) TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. N w MSTA24. FASTEN STUD GROUP TO FOOTING WITH STUD MATERIAL: 2x No.2 SPF, UNO. o W 7/217xs s LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED 7o ROD IS WITHIN 12"OF BEARING, NO LTT20B ISHEADERS: t Q (2) 1.75"X11.25"2.0E G-P M LVL REQUIRED. ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z j UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X w PLACE 6x6 POST UNDER BEAM BEARING. FASTEN 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E 0 g O BEAM TO POST PER DETAILS 12 AND 13/S3.01.. o MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE Z p B A d FASTEN POST TO FOOTING WITH ABU66. USE 10d THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. .0 O NAILS IN ALL HOLES. ° a 0 �\ w wo HEADER NOTATION IS: ai J o to SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS W (2)2X12 N - O WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS o 1 N C U') AT 6"O.C . ON EDGE, 12"O.C. IN FIELD. NUMBER OF PLIES IN HEADER S3.01 O NUMBER OF KING STUDS (2)2X12 X X 1 ADD SECOND PLY OF 7/16"OSB TO GARAGE to IL° 2 D RETURN. FASTEN WITH 10d NAILS AT 4"O.C.ON ( v r O S3.01 S3.01 EDGE, 8"O.C. IN FIELD.VERIFY ANCHOR BOLTS AT (2)12X612' o, .- SW-9/S2.01 N SW2-9/S2.01 SW2-9/S2.01 N SW-9/S2.01 EZ EZ �` CORNER AND AT GARAGE DOOR. o B01 I I NUMBER OF CRIPPLE STUDS 1W_ FASTEN JOISTS TO HEADER/LEDGER WITH LUS28, SIZE OF DIMENSIONAL LUMBER fn o Is (2)2X8 2:11&1ew O ALL HOLES FILLED WITH 10d NAILS. Z q q (2)2X6 1:1 (2)2X61:1 S3 01 (2)2X6 2:1 (2)2X6 1:1 (2)2X6 1:1 SHEAR WALLS: 2X8 LEDGER FASTENED TO TRUSS FGE02 WITH(3) w z SW2-9/S2.01 O ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE 3/16"X4"WOOD SCREWS PER INTERSECTION OF TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC LEDGER AND TRUSS VERTICAL. THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED $ s � B01 TO PORCH HEADER WITH (2)MTS20,ALL HOLES BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, TUs ? 1 s F0 f ( A ) OG ARE NOTED ON THE PLAN. z - r _J FILLED WITH 10d NAILS. WALL BRACING. F02 8 8 HUSC26-2,ALL HOLES FILLED WITH 10d NAILS. SW -#IS# SHEARWALL LOCATION W SEE DETAIL 7/S3.01. � S3.01 S3.01 O SEE DETAILS FOR FASTENERS O (2)I,2X61:1 U1 T01 U1 T01 � U /Y\ SHEET NUMBER cm (2)2X6 1:1 (2)2X6 1:1 DETAIL NUMBER N (2)2X6 1:1 N SHEAR WALL DESIGNATION Z c W _j LS PORCH/GLULAM BEAM U U (2)2X6 1:1 j i' /y"\ ffnn = Q 1 (2)2X6 1:1 5 V U t- m INTERIOR BEARING WALLS SUPPORT �-01 r I \ HIGH UPLIFT DESIGNATION. W r- U FLOOR LOADING ONLY. NO-flLIR121CANE 1 # Q N H (2)2X6 q /� HARDWARE IS REQUIRED,UNLESS J �' M Z O NOTED OTHERWI E. INCLUDES EADER ST-# DETAIL NUMBER FRAMING. 11 2x6 AT 16"O.C. FASTEN 11 X SHEET NUMBER m Q S3.01 N EACH END WITH LUS26 A _ S3.01 O N ¢ (2)2X6 1:1 5 TRUSS/BEAM LABEL V - - (2)2X6 1:1 S3.01 UPLIFT CONNECTION U) (2)2X6 � O H SW-9/S2.01 INTERIOR BEARING WALL m A o m O 1-STORY THREADED ROD 2-STORY THREADED ROD � o N .Q j1 N U 04 a _ INDICATES GLAZING CLASSIFIED AS END ZONE. � (9 0 (9 04 o � o (2)2X6 1:1 = (2)2X6 1:1 EZ t c7 Q c� m = 1 ALL OTHER GLAZING LOCATED ON EXTERIOR OF 2 c� Q M O STRUCTURE WILL BE CLASSIFIED AS INTERIOR r�(2)2X6 EE"COFG01N4A DDING DESIGN ZONES MPONENT ND CLAPRESSURES,"ON COVER SHEET. 1 1 S3.01 Vol V) ROOF TRUSSES SHOWN TO 1 INDICATE ORIENTATION.GARAGE Z DOOR HEADERS ARE NOT SIZED TO (2)2X6 1:1 S3.01 CARRY GIRDER LOADING! Q OEZ � EZ D 2 2X6 1:1 (2)2X6 1:1 O O ( ) r- ------ ----------------- F ---- ---------------- n I F EZ Z (2)2X8 2:1 (2)2X6 1:1 , (2)2X6 1:1 EZ (2)2X6 1:1 O O (2)2X8 2:1 � - -------------- -------- ----------------- $_ > ? 4 IFI I - ------ - --- --------�------------------ - r - ?----- 1 -- - --' --- O LL. FG02 - WALL BRACING. (2)2X12 3:1 S3.01 U_ 1I I I I16G 8 SEE DETAIL 7/S3.01.�O• SW-9/S2.01 $JO�g�s P� (2)2X6 1:1 ' (2)2X6 1:1 S3.01 (2)2X10 EZ (2)2X6 1:1 (2)2X6 1:1 O -n ZX ? EZ i U2 T01A C G) O L ------ ----------------- O (2)2X'2:1 G I FG03 O N� 1 (2)2X1 � (2)2X10 O I (2)2X10 (2)2X10 (2)2X �' I _ OA I ----- c W< SW-9/S2. ___ _ _ 12 13 I 0-0 FASTEN JOISTS i EZ p 0.2 W-9/S2.01 EZ SW-9/S2.01 TO BEAM WITH H3. ` S3.01 S3.01 5 O i U li u.. 5 2x8 BLOCKING BETWEEN JOISTS 2X8 H P RIDGE 2X6 RAFTERS ' cc 0 S3.01 ABOVE BEARING. FASTEN WITH BEAM . AT 24"O.C. ; N N L (7 (2) 10d TOE-NAILS. (2)2X12 3:1 4 c 5 L SECOND LEVEL FRAMING PLAN 53.01 X 6 FIRST LEVEL FRAMING PLAN 1/4"=1'-0" Q m = a � Q c7 SEE SCAB DETAIL FOR OVERHANG. r. EDGE OF ALL THREAD WASHER MUST } BE WITHIN 3"OF THE HEADER KING m 7/16"OSB ROOF DECK FASTENED TO 7/16°OSB ROOF DECK FASTENED TO r :. STUD,TYP BOTH SIDES OF OPENING. FRAMING WITH 8d RING SHANKS AT 6'O.C. TOP PLATE TO GARAGE HEADER f 0 C> N FRAMING WITH 8d RING SHANKS AT 6"O.C. Nu- CONNECTION:SIMPSON SPH AT 24" EDGE OF ALL THREAD WASHER o • ON EDGE AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO ON EDGE AND 12"O.C.IN FIELD. i FRAMING WITH 8d RING SHANKS AT 6"O.C. O.C.WITH(12) 10dX1-1/2"COMMONS. MUST BE WITHIN 3 OF THE HEADER 7 o KING STUD,TYP BOTH SIDES OF Q ON EDGE AND 12"O.C. IN FIELD, m OPENING. z TRUSS TO TOP PLATE CONNECTION;H2.5A TRUSS TO TOP PLATE CONNECTION:H2.5A TOP PLATE TO KING STUD w WITH (10)8d NAILS FOR UPLIFTS LESS TRUSS TO TOP PLATE CONNECTION:H2.5A WITH(10)8d NAILS FOR UPLIFTS LESS L THAN ' CONNECTION: (2)SIMPSON SPH WITH 600 LBS. (2)H2.5A WITH (10)8d NAILS WITH (10)8d NAILS FOR UPLIFTS LESS THAN 600 LBS.(2)H2.5A WITH(10)8d NAILS o (12)10dX1-1/2"COMMONS AT EACH E z EACH FOR UPLIFTS LESS THAN 1200 LBS. THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. U (2)2x6 N0.2 SYP TOP PLATE FASTENED EACH FOR UPLIFTS LESS THAN 1200 LBS. END OF HEADER. z O t' �- NO. SYP HEADER,TYP. SEE o a ILL O WITH (2)ROWS 10d AT 16"O.C. (2)2x4 NO. SYP TOP PLATE FASTENED (2)2x NO. SYP TOP PLATE FASTENED r, GARAGE DOOR HEADER.SEE STAGGERED. MINIMUM 24"LAP WITH (12) WITH (2)ROWS 10d AT 16"O.C. WITH (2)ROWS 10d AT 16"O.C. FRAMING PLANS FOR SIZE AND PLIES. PLANS FOR SIZE, PLIES,AND W w 10d IN LAP. STAGGERED. MINIMUM 24"LAP WITH(12) STAGGERED. MINIMUM 24" LAP WITH(12) °) o D NUMBER OF KINGS AND CRIPPLES. 10d IN LAP. 10d IN LAP. - 1/2"ALL THREAD CONNECTORS.SEE . FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN TOP AND BOTTOM OF STUDS TO ALL-THREAD NOTES FOR INSTALLATION FASTEN ADJACENT STUDS W/(2) TOP AND BOTTOM PLATES WITH SIMPSON SPECIFICATIONS,SPACING AND �:� ROWS 10d COMMON NAILS @ 8"O.C., KING STUDS&CRIPPLES: (6)16d N EDGES, 12"O.C. IN FIELD. STAGGERED. FASTEN 7/16"OSB TO SPH AT 32"O.C. EMBEDMENT. BETWEEN ADJACENT KING STUDS o 1 EXTERIOR OF RETURNS&ABOVE 2x6 SPF STUDS AT 16"O.C. AND CRIPPLES. Iw- FASTEN 7/16"OSB W/8d @ 6"O.C.ON FASTEN 7/16"OSB W/8d @ 6"O.C.ON DOOR W/8d @ 3"O.C.ON EDGE, 12" o z 2X6 No.2 SYP BOTTOM PLATE FASTENED TO t EDGES, 12"O.C. IN FIELD. EDGES, 12"O.C.IN FIELD. O.C. IN FIELD. z 2X4 No.2 SYP BAND BOARD WITH 10d NAILS 2 MSTAM24 FOR GARAGE HEADER PLACE 1/2"ANCHOR BOLTS PER > d 2x4 SPF STUDS AT 16 O.C. 2x SPF STUDS AT 16"O.C. AT 3"O.C.ON EDGE, 12"O.C. IN FIELD. CRIPPLES.(9)10d NAILS, (5)1/4"X2-1/4" THE TYPICAL WALL SECTION. z 2x4 NO.2 SYP PT BOTTOM PLATE.FASTEN TAPCONS INTO STEMWALUMONO. 3/4"PLYWOOD FLOOR DECKING FASTENED TO BEAM BELOW WITH 16d NAILS AT 6"O.C. TO TRUSSES WITH 8d NAILS AT 6"O.C.ON # PLACE SPH BEFORE NAILING! 2x NO.2 SYP PT BOTTOM PLATE.APPLY 1/2" GARAGE SLAB EDGE, 12"O.C. IN FIELD. ' ANCHOR BOLTS AT 6'O.C.WITH 6"MIN 3/4"PLYWOOD FLOOR DECKING FASTENED a° ° EMBEDMENT AT EACH SIDE OF BOTTOM FINISH GRADE TO TRUSSES WITH 8d NAILS AT 6"O.C.ON °° PLATE SPLICES. EDGE, 12"O.C. IN FIELD. I 1=III= D D ° _ ' -I I i I I a D a O _ _ _ _ II-III�II, FLOOR TRUSS SYSTEM BY OTHERS. I I I I- i= _ _ _ _ I ((=III I D n a FLOOR TRUSSES BY OTHERS. -I I I=I I I I-i"-III �" ° I I I-I I I III-i I I ° ' III-I i I-I -III-III-III I I-III-III 9 a D SECOND FLOOR TO BEAM:MSTA24 AT 32" -I I I-II=--1 I 1 -�I I SEE FOUNDATION PLAN FOR FOOTINGI=I I I II]=III-III- -III-I O.C.WITH (26)10d NAILS. SUPPORT BEAM 111=III=III=III-III=1 ` SPECIFICATIONS. AS SHOWN ON FRAMING PLANS. 11=111-111-111-' _ III-II{ III=III=1I I=I I 1-III- I I I-III=III-III-II{-III-III-III-III= Q (2)2x6 NO.2 SYP TOP PLATE FASTENED �' I i-Iii-►i 1=1 i�-' " -III=I I(=1 I 1-11 1=1 I I-1 I 1=1 I I- cM WITH AT -'I'- TYPICAL HEADER FRAMING DETAIL z w STAGGERED. D. MINI UM 24" A I.- WALL SECTION ON LVL BEAM w STAGGERED. MINIMUM 24"LAP WITH (12) TYPICAL WALL SECTION 1/2"= 1'-0" O W -j 10d IN LAP. 1/2"= 1'-0" 3 1/4"= V-0" _ TYPICAL GARAGE OPENING DETAIL 1/2"ALL THREAD CONNECTORS.SEE NOTE: IT IS ACCEPTABLE TO USE THREADED ROD IN LIEU OF 4• NOTES V O ~ U ALL-THREAD NOTES FOR INSTALLATION LIGHT GAUGE STRAPPING AS SHOWN.SEE ALL-THREAD 1/2"= V-0" U) Q SPECIFICATIONS,SPACING AND NOTE#10 FOR SPECIFICATIONS. 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO = W EMBEDMENT. ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP z ( ) F- m PLATE. W U_ 0- N F- FASTEN 7/16"OSB W/8d @ 6"O.C.ON 2x4 LATERAL AND DIAGONAL TRUSS SEE SECTION 2/S301 FOR WALL _I M Z EDGES, 12"O.C. IN FIELD. BRACING AT 24"O.C.. FASTEN EACH STRAPPING DETAILS. 6X6 PT NO.2 SYP POST ABOVE AND Q END WITH (3)10d TOE-NAILS. BELOW BEAMS. FASTEN BEAMS TO POST (2)2X6 PERIMTER BEAM. WITH AC6,ALL HOLES FILLED WITH 16d m Q NAILS. 3/4"PLYWOOD FLOOR DECKING O 2x6 SPF STUDS AT 16"O.C. ROOF/FLOOR TRUSSES OR �. FASTENED TO TRUSSES WITH 8d NAILS AT CONVENTIONAL FRAMING 6"O.C.ON EDGE, 12"O.C. IN FIELD. PORCH BEAM.SEE PLAN FOR SIZE FASTEN BRACE TO WALL WITH 16d �m TOP VIEW AND PLIES. 2x6 N0.2 SYP BOTTOM PLATE 2x6 N NAILS. ��;� �- 2X6 BLOCKING OVER WALL. FASTEN EACH 9"ON FLOOR TRUSS,6"ON BOTTOM m _-- - 0.2 SYP PT BOTTOM PLATE.APPLY FLOOR TRUSS SYSTEM BY OTHERS. END WITH 2 10d TOE-NAILS. FASTENED TO TRUSS WITH 15" TOM _ PLATE. FILL ALL HOLES WITH 10d NAILS. '~ 6X6 PT N0.2 SYP POST ABOVE BEAM. 1/2 ANCHOR BOLTS AT EACH SIDE OF FASTEN BEAMS TO POST WITH AC6,ALL 3/4"PLYWOOD FLOOR DECKING BOTTOM PLATE SPLICES. 2x4 No.2 SYP BLOCKING AT 12"O.C. ^ a ° FASTEN TO BOTTOM CHORD OF HOLES FILLED WITH 16d NAILS. FASTENED TO TRUSSES WITH 8d NAILS =I I�i I TRUSSES WITH (3) 10d NAILS. AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. BEARING WALL BELOW. SEE WALL SECTION FOR DETAILS. I I=111=11 11 SEE FOUNDATION PLAN FOR FOOTING .n o ° PORCH BEAM. SEE PLAN FOR SIZE AND I=1 I 1-I I MI I I=1 I 1=1 I' SPECIFICATIONS. ' �,w..3. } 2X6 AT 16"O.C.CANTILEVERED OVER b c9 _0(D a 0 rn -1 11=1 11=1 I I-I 11-� PLIES. FLOOR TRUSS SYSTEM BY OTHERS. N WALL BRACING DETAIL TRUSS 1 �/1CI NG AT WALL �` WALL.FASTEN EACH END WITH (3)10d _ C o o 7 TOE-NAILS. FASTEN TO LVL WITH H3. @ a) CL 6X6 PT N0.2 SYP POST BELOW BEAM. D U Q 0 3/4"= 1'-0" _ JOIST TO WALL WITH H2.5A,ALL HOLES ��++ •>-:: 3/4"- 1 0 f - .�, FASTEN BEAMS TO POST WITH'AC6,ALL TYPICAL TWO SECTION O N -- FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. 1/2' = 1-0 SEE TYPICAL WALL SECTION FOR STUD, PORCH BEAM. SEE PLAN FOR SIZE AND 1 �_ � �� PLIES. PLATE AND THREADED ROD ELEVATION VIEW �,n, SPECIFICATIONS. VV SEE TAB EBELOWFORSHEAR LANDING SECTION 2 Sjl,IDE ELEVATION CANTILEVER SECTION - j WALL HOLD DOWNS.SHEAR '� JL WALL ANCHORS TO BE WITHIN 1-1/2"= 1'-0" JL 3"OF DOUBLE STUD GROUP. SEE PLAN AND TABLE BELOW FOR 3"x3"SQ WASHER AT TOP OF TRUSS TO STUD GROUP FASTENING. THREADED ROD HOLD DOWN. W PORCH BEAM.SEE PLAN FOR SIZE AND Q PLIES. 7/16"OSB FASTENED TO FRAMING W/8d AS SHOWN IN 6X6 PT N0.2 SYP POST ABOVE AND r n FOR ALL UPLIFT CASES, INSTALL 2X I THE TABLE BELOW BELOW BEAMS. FASTEN BEAMS TO POST v S,^/ HEADER KING STUDS ARE WITH LCE4,ALL HOLES FILLED WITH 16d z SYP STUD GROUP UNDER TRUSS AS V V ACCPETABLE AS SHEAR WALL END NAILS. INDICATED ON FRAMING PLAN. STUDS NUMBER OF STUDS TO EQUAL THE HEADER KING STUDS ARE I I ( PORCH BEAM. SEE PLAN FOR SIZE NUMBER PLIES IN THE TRUSS,WITH ACCPET BLE AS SHEAR WALL MINIMUM OF TWO (2).FASTEN STUDS j END STUDS TOP VIEW AND PLIES. TO EACH OTHER WITH 12d COMMONS -- 6X6 PT N0.2 SYP POST ABOVE BEAM. AT 8"O.C. INSTALL DOUBLE STUD GROUP AT FASTEN BEAMS TO POST WITH LCE4,ALL EACH END OF SHEAR WALL. HOLES FILLED WITH 16d NAILS. I FOR U1, 1/2"ALL-THREADED INSTALL OUBLE STUD GROUP PORCH BEAM.SEE PLAN FOR SIZE AND INSTALLED SUCH THAT EDGE OF AT EACH ND OF SHEAR WALL. 7/16"OSB FASTENED TO FRAMING PLIES. WASTHER IS NO MORE THAN 3"FROM FOR DOU 3LE SHEAR WALLS, W/8d AT 3"O.C.ON EDGE, 6"O.C. IN 1 STUD GROUP. WASHER IS 3"SQ. USE(4)STUDS. FIELD BETWEEN DOUBLE STUD �� _ (3 N GROUPS. u PORCH BEAM.SEE PLAN FOR SIZE AND c rn;° 1/2 ANCHOR BOLTS AT 24"O.C. PLIES. BETWEENSHEAR WALL ENDS. �-v EMBED 8"MINIMUM AND USE 3" 6X6 PT NO.2 SYP POST BELOW BEAM. � v ° D SQUARE WASHERS. FASTEN BEAMS TO POST WITH LCE4,ALL U �ti HOLES FILLED WITH 10d NAILS. ro ° ' O ELEVATION VIEW N M E v � i FOOTING BELOW. -� FASTEN DOUBLE STUD GROUP TO C O R N E R ELEVATION X M U 1 , U2 U3 ( U4 3 1/2' - 1-0 - to o BEAM PER THE SHEARWALL _ D ia) SHEARWALL SCHEDULE SCHEDULE. C) (h C e- O � p �. ANCHOR SIZESHEARWN co Y `" CONNECTION SCHEDULE DESIGNATION EDGE SPACING SHEARWALL AND EPMBED TH 2X10 BEAM BELOW U',Mcc 0 DESIGNATION 8d NAILS ANCHOR .aa � lJL�Jd� WAY UPLIFT NAILING SW 3"O.C. 1/2"ROD 1/2", 12" DEEP •/ lob, xA UPLIFT RANGE CONNECTOR PATTERN SW2 2"O.C. HDU8-SDS2.5 7/8", 12" R WALL SHEATHING PER TYPICAL DESIGNATION (,OdCOMMONS) / WALL SECTION. (LBS) (2)SW ' 3"O.C. (2)HDU8-SDS2.5 (2)7/8", 12" / U1 1200-1450 HTS20 20 (2)SW2 ' 2"O.C. (2)HDU 11-SDS2.5 a � (2)7/8", 12' SHEARWALL SCHEDULE 2X6X6'SCAB. FASTEN TO TRUSS U2 1450-2900 (2)HTS20 20 IN NOTES / TOP CHORD WITH (2)ROWS OF '0• EACH STRAP 10d NAILS AT 6"O.C. 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEINGSHEATHED. / U3 2900-3965 MGT 22 p' •., ° ��`� 2 2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF SHEARWALL EDGE SPACING 8d SHEARWALL ANCHOR SIZE AND `L' ®®�®® ��N U4 3965-9250 HGT 16 DESIGNATION NAILS ANCHOR EMBED DEPTH GEO ER,P SHOWN ON THE FRAMING PLAN. 1/2" FASTENED AT TRUSSES AT 24"O.C. 8 HIGH UPLIFT CONNECTION - ATC 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON HE r-SW 3"O.C. 1/2"ROD BOTTOM OF BEAM Sheet No. FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AN BELOW NTS OPENINGS. 2X6 TOP PLATE. 4. SHEARWALL SECTIONS ARE NAILED AT 6"O.C. IN FIELD WITH 8d COMMON NAILS.SEE NOTES " - � TABLE FOR EDGE SPACING. S101 1. USE 5/8 ALL THREAD FOR MGT CONNECTION TO SLAB.EMBED ALL THREAD 12 INTO FOOTING, S H EAR WALL ASSEMBLY D ETAI L 2. USE(2)3/4"ALL-THREAD FOR HGT CONNECTION TO SLAB. EMBED ALL-THREAD 12"INTO FOOTING. WALL ASSEMBLY DETAIL � 4 OV E RHAN G SCAB- SHEAR 9 3/4" This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. BUILDER: Bosco SUBDIVISION: Off Site LOT NUMBER: 0 39"Lp "th Street FC1 slr� JOB �TAtlantLc_aea-ch_EL322a3 - DESIGNED/CHECKED: NI Uons ❑4• RejectfdKC/DB Reviewed rl f) Information 2 Exception Noted Only3 Rovise&Resubrnit 'W'Wurred any fcr ganxaj co dormers with ma project roquMernmts I— n e . Co In, Uoarnnnts end for oomisteM with Uro design con-pt pr�ocftor mors or onusions n rt+lna dcas ro W a Axa Contractor from rospand6ll?ty. d !phot far troy contactor Is rospo for ycmpllem�with all roquaarants oS i a Cor�Ua.t Doclim_rths,and hu the Hale amt s}t�3s�1 on of U+a wwk TV43 Wvei dote not conSW�dlcr dra ni9AJta,rr+ s rx WS,sequanoas,and a rat ons of Ura eoilseuClcn, ase W. ants inctrfts! N J ??tID.rttl,`w ch r.re U-colon, i t' yiUao D/ +r , NDE f�E CONSULTING,INC. M o Sate: (_� �l._ �o M TRUEHOU�JE Checked By: IM ij7atufbJ ✓O� O O �— f— F- F— _ �i . - N — O O O O O O O O O O O O O O O O O p O'. LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL ILL LL LiJ07 p JOS J09w O L J09 ¢ 1696 v +n O 'I O o PEX o o 0 O 1` 18'111"8 J09� 0 J04 11 J04 Jos= / m This drawing is not sufficient JOS ZZ J05 alone for installation. J09 N N N N N N N N N Jos \ J06 ° a a ¢ a a a a a a Additional instructions Jos accompanying this drawing, Jos J06 �'i i �� otos �N N � including BCSI-B1, should be � aa a 3'6" used in conjunction with theJ07 a J06 JOS THAa22 �'° architectural and structural JAPEX J06 / 'THA422 x = HTU26-2 za' Jos ��° oHTU26-2 rGoa plans during installation. If t6d THA422, f x�� THA422, 1r N- N= BCSI-61 has not been THAaz2 J10 J06 J06 J08 JJ11 shipped to the site with the _J1S 8'8'•6 Jos Joa- �,, i4THA422 components shown on this J06 \ t� THA422, � 1z'7"15 i x_�- -- LL — J10 page, please contact Apex Jos J06 J081_ -- �:" Technology for a free copy. v 1 6 �' OlZ THA422, n Permanent bracing for the Jos Joa J0s -- 111 � ❑ y'�s building, including bracing to J04 j — J04 J07�" �� n I� �m m o� rn N N N �� M v � 36 resist wind, S81SmIC, Or Other 'w ,�LLLLIi l ��! �,�` - — lateral forces, and permanent EDQ bracing for all structural /Y-" 1` flit elements, is the responsibility i --" of the Engineer of Record for N the structure or the building N - _-N-- designer, per ANSI/TPI 1- 200 �� r 2. e+� �•p•ARNP, ii'� • 544 •:is No a * : �cc • LU o f 11�� O14 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APE TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 ��1rr rats BUILDER: Bosco SUB ISSION10 JOB_# "g. SUBDIVISION: eminv []4 Rejeeted � Off Site No 8 one # LOT NUMBER: on05 nt®rmston 0®2 Exps Noted Ony 3 Revise&Reeubm'rt ;,,.. LL of-ft"Ice A f re� r did In r,: 392 Y1 th Street cof&ui onty M>isnor Trus CorNnct t7oarnsnta artd fur 'dY wrtlt tM do�9tt Att111tLC_BQaSt,_F_L_-3223-3- re-AWN 6033 not 119309 the COMM"Caen Ir f0f�� Iramnnts DESIGNED/CHECKED: dsc gna for whld�tn9 ecnS motor 13 ft u%�>W far eem C+ roqu of the conbut tMcwnonb,and hN tl19 9ffi0 end s r msA+t cor icon of uya work Ttds re-isw docs not wrtskfmr Ih9 nurns,nw4Fw ,V r,��nmm4t'entoa ntd KC/DB J'wr'aate of 0 conotructlon, or safety,_txe tkrote,vrtkh u of Dr CE CONSULTING,INC. CheckedTRUEnUSS J01 101A J02 J02A J03 / J03A J03 J03A J03 16'9"6 J03A J03 J03A P X J03 J03A 33' J03° J03A This drawing is not sufficient J03A 3-4'0"12 alone for installation. J03 I ' Additional instructions accompanying this drawing, J03 J)3 including BCSI-B1, should be / used in conjunction with the Jo3 ' 3 architectural and structural 19 J03- J 3 15,2,1 plans during installation. If I -APEX BCSI-B1 has not been J03 3 shipped to the site with the J02 I components shown on this 2 page, please contact Apex Jot 1 Technology for a free copy, . Permanent bracing for the ��O o w o o r� 0 0 0 0 0 0 0 0 0 0 o Q w ti� c� building, including bracing to ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ F- 1-- resist wind, seismic, or other lateral forces, and permanent bracing for all structural elements, is the responsibility N of the Engineer of Record for ° the structure or the building designer, per ANSI/TPI 1 2002 Chapter 2. %01111969F8110 6*, •AF?At � •• � NSF •. O ;'• a •'';L '�� N so • P • s • o • cc r • W, p S OF ; 4 •.•�N`ot. APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TEC HNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 �'�/fl, ••••••east 4 LOT 47 AREA S HEDULE NAME _-CO-LOR_AREA I LOT 47 AREA 7,500 sq ft. ► I I MAIN STRUCTURE 1,524 sq ft. 1 WOOD DECK 176 sq ft. POOL COPING 88 sq ft. DETACHED GARAGE — 572 sq ft. 2 "LAUREL OAK 21"LAUREL OAK LOT 4 6CONCRETE WALKS / DRIVEWAY 960 sq ft. d LO T 42 ► 1 LO T 44 ; LOT 50 I TOTAL IMPERVIOUS IlS � FTG 3,144 FT TOTAL LOT COVERAGE % 41.92% ' NO CAP 2� PIPE L-L-771 FOUND IRON I LO T 48 APPLY 1,947.33 SQ FT OF EXISTING N CAP 2� PIPE 1 I 150. 00s LOT COVERAGE TO THIS LOT I FOUND IRON ' I I1 FOR CALCULATING REQUIRED 1050.0 i 1' (150.44' FIELD) ON SITE RETAINAGE — — -------------I/ — — — — — — — — — — — — — — — _ e: I - 4 50.0 ' ly i .0'- L L PE ' �J I 1 -14.0"® �? 9 — `' —I i \ 9 m o I �'°" v-0., to- �1011 I 19 � �, 1 - ,:�, <ors co� € � ►-- O� .� OUTLET _ PE a.o IT -� 7 11 — ••s a ' NT1 Bim`" F s ` 99VINkOtIT"} <.� +s xr<G. . \dpq llf x rS z I TRx,P1N r ,. 1a.o11 --"7 "�- ry-- , , ON-SITE RETENTIONJI ED INLET I I CD o I 1 459 CU.FT. I I B ON-SITE RETENTION I � } 1 \ IT SIDE WALL SECTION � v �` 1 Iw i LOT 43 AREA SCHEDULE `3 O ryC' ` 3kk , �, r t t 1A.. ` I LOI � � ;o �rl �_ � R�� ..% , � T 41 1 . 11 t 4 I I I € I F i LOT 43 AREA 7.500 sq ft. 1 -n ;OGWSPDlIT'' I MAIN STRUCTURE 01435 sq ft. r ,x> >; I L 5 I OT 4 ► € -- - - �' 24'-Off 2b'-0° NOTE: FRONT COVERED PORCH -- 130 sq ft. `G--� 11 �- LO T 7 - 'x �� REAR COVERED PORCH ,. 350 sq ft. � -' _ T � _ _,.... . 576 s ft, __ € T-611 7`- i > 8'-011 10'_0" A FOUNDATION SURVEY GARAGE STRUCTURE q oe € DRIVEWAY 1 140 s ft. € .0�5`' € _ __ T 1,dT SLOPE - - 2 'r ,ETBACK SHALL 6E PERFORMED AND q 5-E ' L 1 - I _00 I 12"LIVE IMPERVIOUS SQ FTG 3,664 sq ft. 41 G1 i I I o I € 00 f OAK y A COPY OF THE SURVEY u- ® .., _ SHALL 1.3E ON THE SITE IMPERVIOUS LOT COVERAGE % 48.86 % �— � ea,7 14 ------- LOT SLOPE T. T ` o.o° - - -- ------- ---------- FOR THE T3UILDING O �'- - '2'0�� 71-61" 7'-611 ® INSPECTOR'S USE PRIOR TO APPLY 1,947.33 SQ FT OF EXISTING 10.) I 0 LOT COVERAGE TO THIS LOT ., o = I 3060 I FOR CALCUL I_. _ I ` 8'�0',i ! '� w FRAMING INSPECTION. CALCULATING REQUIRED 0 _J NEW PALM TREE �, I{ -©3 I k ?2f-0" 2'- " 2f- "' ALTERNATIVELY, ALL ON SITE RETAINAGE IN. 4" DIAMETER LBarH _ \A ED Q ►� PROPERTY MARKERS SHALL y~' - COVERED PORCH a Ic 0 - `OTS�OpE ^� - BEDROOM4 \I \ PAVERS i __ L0 LOT 41 N -— CARPET zaA _ _._ _._ p BE EXPOSED AND A STRING IIoeL ae:a'o-FaEo u.ala LC) O 0' DOWNSPOUT PIPE TO RETENTION `l O'CLG. LOT SLO STRETCHED FROM MARKER LO v-o E- .I I TO MARKER TO VERIFY 0 o OUTLET -2.0" I I,I KITCHEN �. I 1 1--- — :� f REQUIRED SETBACKS. _) v�ao1.7 u :?:�.' i w I wood G� �„ r \ . ... COVERED PORCH O I STORAGE LOCKERS 10'CLG. 'ti/ OA : �' \\ LOT Q .:_: -•--••- ---- 1 .c w I w000 AS "' ll 49 IV K r a /� a \ Y If t 4 t 1 - � 1 ,7! , fi� a I ;. ,.•, - k h ✓IJI�IV '->° •tt - I- va - ice ,q ..,t, r. 1 •°. r }:.,..> 9� - I � i' r `r #�"`t`*e,h f . 1 '� `,text,. 20 x'+ }� �,•r T _) a I , NLE \/� ,i %�� Y \\ :t Ljj 0 1 �� vi �, :� � � r�OWNSPOUT DO N QIP U : € , .. I 'a' a 'it {`ATS).6'IPE ,e 4 �rt 1 ,;,1y ' € I A ON-SITE RETENTION v//�� W'PE I _ n ,� �� a ,4„ � ` v IT �%% l.. _ � N9 OU 1 ':,'�. Y INE BEV'ICE SIDE WALL SECTION DBL Y6" o• o�:b' a° dxI € OFiPEI I '� ,+c k ja >> .3 _ zf 3 9 a4`10 S� BEDROOM 04 o pq I I r r + G "- 104'"I"i Hi. N f 'a I A ,.,^ W SPP 4^��., TO WE �— / , DINING 115r :” I SCALE Q LOT 45 AREA SCHEDULE w WOOD KITr—H I 10 GLC. r" r 1 LLI p l0'4'cElu M. I x c. v'�,a - 4 w, a 1NAMs o _� I I I S AIRS 0 1 s ro �I I. CAbl7 USER ID — € U)Iv.e� oLENiNc 1 MAIN STRUCTURE 1,465 sq ft. cn --- ��. ° ►-I 1 ( € 5'� ' Araas - rf ,5� n JI GARAGEr 1 t POOL COPINGz s �O;I 55 s ft I 1 - X 3 q ® /1 \ 1 a ireHeLVEs , r st^ PIZI � cD11eREtE _ I _.. ...0'eA6:O'i:%S8i35-6P6NR7G__•_•'-' I .,. �.-�� :':... ,�" �� ,, a«,.. GARAGE 412 s ft. I I �„ I I 0 q " I f i Thursday March 05, 2015 �..J DRIVEWAY 136 sq DINING:ROOM I GREAT ROOM j Id-0'CEILING Ht,: ,- zxm W000 x �• it i FRONT & REAR PORCHES 354 sq ft. Fveatz �€ { 10'CLC. ,. / (� PIZOJEC Pbi �IASE' Q IMPERVIOUS SQ FTG 2,455 sq ftA ; - I °o'er ;I ) > 4 ' PE�.MIT 1JJUE °. //''�� GREAT ROOM , L_I— C A.GE INC HI. I ; t- ep��ggg pf9y yyy exw� LOT .■w■sss9 pf fpp�gp�a leli■ii, 1 (( I I � !\ IL>7�1.Y �®Y! COVERAGE O/� . 19 RI6ER0.i3/ I '••D 1 3t ■UwJ! p i{ ►./ i • . I APPLY 1,947.33 SQ FT OF EXISTING IAraa 1] - I e-- ° LOT COVERAGE TO THIS LOT w I i O 000 `� "� FOR CALCULATING REQUIRED O SPD T w . DSl .0'P• .., •. --O�Y Il + _ _ 4.7-. Ii9f0HL IPE 1 :.D O € 1x .^'i- - :•--sem.`' -x- A'SP ON SITE RETAINAGE .�� I O I CE LI6RAR7 I Li �A'-1• O COVERED PORCH r �. z• ' , 4 r--.. 77 I 1 i COVERED PORCH '--f 'i 5` :. 1.10-.LING+HtW ® ® ® DOWNSPO . t Kz- sa_e""3`•: s � s ._ '.!_('^,^"',"'.:"[T-""-"'"l =� ( I ' ELM TRI EE 41-0°, 13"P I - b F s i r- DOWNSPOUT IJ"PAM T [- 3� �. s ' I I° • ,°•D t L_ a7 _ T �id "u. loom DOWNSPOUT PIPE 70 RETENTION W 26�-8 LLI 45, L15 LOT SLOPEN <��y. ;-•-'- --'---- C\i 6/ 50 .� .. f e 1 I 311AURIEL I NEW PALM TREE NEW SHADS TREE OAK a v h s r h 1 MIN. 4 DIAMETER MIN. 4 DI METER 1': I° 0 O,a I € 50. .e --� ------- w . 50.0' I LOT SLOPE 592, -596, 598 p (]1 1 •.i 81 811).°•• Area(1_811:, (� iiT.L._l STP.[-LT �j 1050.0' s ' NO CAP 2 , � �� . �� PIPE NO CAP 2 PIPE STREET ELEVATION FOUND IRON ,4TILAt Tlc bEaca FL -20.0" (150.10' FIELD) FOUND IRON ,— I- 52233 50'-0" _ _ 50'-0" 50 0 11 1 PAVERSIN PAVERSIN , I R.O.W.APRON R.O.W.APRON 141-01' �4'-oii SAL 1 �, � � ' � II �1T : PLAN 40' PAVED RIGHT—OF—WAY L �/ NTH 11THSTREETSOUTH 1 i 1 COPYIZIG.lT 2015 A.D. LINDLEY TOLDEIZT bE-510, INC. ALL 12-10TS CZE.SEIZVED. NO PART Of T.lI� \VoIZI, MAY E5USED. IZEPIZODUCED, d15TIZIE5uTED. DISPLAYED OR. OTL1EIZ'\VISE COMMUNICATED IN ANY FOIZM OP- E5Y ANY MEANS WITIJOUT PR.Io12 \VIZITTEN CONSENT Of LINPLEY TOLE5ERT PC 510, INC.