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Plans 149 Beach Ave Main 2012 t MATCH LINE 2 7- RENOVATION wILLIAM LEUTHOLD A D D IT 1 0I N _ _ ARCHITECT INC. � I � 2742 HERSCHEL STREET p ' I ANN MATC I JACKSONVILLE,CKSONVILLE FLORI H LINE 1 -o= I I , , DA 32205 ' I 389-5456 ��z ; i ; 14 9 BEACH AVENUE LEGAL DESCRIPTION: 5$ 9g o I W I 1- COASTAL CONSTRUCTION CONTROL LINE AS SHftN ;LOT 3 BLOCK 32 AS SHOWN ON THE MAP OF ATLANTIC 6� � � � �� ON MAP BOOK C. PAGE 72+`72H OF THE CURRANT CD C5 ATLANTIC BEACH , FLORIDA LEACH T RECORDED IN PLAT DUVA PAGEU 09 ffly, HE PUBLIC RECORDS OF DUVAI COUNTY, FLORIDA I CURRENT PUBLIC RECORDS OF DWAL COUWTY, m�� c-I RECORDED IN OFFICIAL RECORDS VOLUME 7379,, PAGES 1769-1782 FLORIDA A, NI rrf I c; `'_ LIST OF DRAWING • to L41 I 1 � ;: T S MAIN N HOUSE. AREA CALCULATION.MAIN HOUSE OD rn j I c ; ;EXISTING IST FLOOR,AIC: 1,139 S.F. -� -� �, I M 1.1 & 1.2 SITE PLANS sT FL�pPORCH REMOVED: (314 S.F.) M2.1 DEMOLITION PLANS TION,AIC: 3243.F. DIST FL.PORCH ADDITION: 476 S.F. 4- I M2.2 PROPOSED FIRST FLOOR PLAN & SCHEDULES ,EXISTING 2NDFL.: 1,099 S.F. I ; i I � o ; - I I j M2.3 PROPOSED SECOND & THIRD [EXISTING 3RD FL.: �603S.F. M4.1 EXTERIOR ELEVATIONS FLOOR PLANS & SC DULES 9RDFL.ADDITION: 28 S.F. I M5.1 WALL SECTIONS AREA CALCULATION,GUEST HOUSE: o o-f- m o j ; I M5.2 WALL SECTIONS o o N _ 91 I M6.1 INTERIOR ELEVATIONS LEXTSF.REMOG ISTVED: FLOOR,ac: 0099s F) r N ; N 91 I M6.2 INTERIOR ELEVATIONS sTFLRApED01oN 274&F. LIST FL.ALTERED: 258 S.F. '� ; m I I I M7.1 FIRST FLOOR ELECTRICAL PLAN LEXISTING2ND FL.: 481 S.F. ' M7.2 SECOND & THIRD FLOOR ELEt. TRI gNDFL.ALTERED: 13 S.F. ui M8.1 FOUNDATION PLAN CAL PLANS ATCH LINE 1 U) 00 � I j _ po ' I M8.2 FIRST FLOOR ROOF FRAMING. PLAN oDEsuMMARY: o V WOOD DECK I 11..DESIGNED PER FLORIDA BUILDING CODE, M8.3 SECOND & THIRD FLOOR ROOF FRAMING PLANS IOESIDENTIAL&EXISTING,2007 WITH 2009 SUPPLEMENT; ADJACENT REIDENCE w 10 I M8.4 FIRST RST FLOOR WALL FRAMING 2008 NATIONAL ELECTRICAL CODE;2007 FLORIDA FIRE COAT I I I N G fp LAN PROTECTION CODE&COAB CODE OF ORDINANCE COASTAL 3 CONSTRUCTION I I ' I �$ FLOODZONE'Ao• FLOOD ZONE •I M8.5 SECOND FLOOR WALL FRAMING PLAN 2.RESIDENTIAL OCCUPANCY:GROUP R,3 CONTROL LNE 9'-11' 34'-0" 5'-6" tr 3T$ I 14'-2" I 23'-0' I M8.6 THIRD FLOOR WALL FRAMIN N §..TYPE V-B CONSTRUCTION,UNPROTECTED MATCH LINE 2 w ' (DEPTH� (EI-17� I ��N �.BASIC WIND SPEED:120 MPH,ENCLOSED;GUEST N i L 0 T 4 FLOOD ZONE'Ao• I , M8.7 WALL SECTIONS & FOUNDATI N SECTIONS ,IOUS IC WIN STORY,ROOF 20 MPH,HEIGHT-19' SLOPE. M8.8 WALL SECTIONS & FLOOR F #AIN HOUSE-THREE-STORY,ROOF HEIGIfr-V,SLOPE- 50.08'TO CCCL o � ' v FLOOD ZONE x N (DEPTH I 0 7'WIDE s Z I M8.9 FLIT I � � N � 14V ONE ST RY I I rH FABwc �o � ING SECTIONS B KFAST ROOM (203.98'1 P.I4 CONTROL F W/ CONCRETE WALL o a CH BEAM SECTIONS & D SAILS �87 20.5 TO FENCE I co NEW ON SAND I 2ND STORY � � ItEM ADDITION. STAKES� C. I W W I . �.WIND IMPORTANCE FACTOR:1 0.2 I m 2WOODFENCE WALK /8" 12"D I C, M8.1 0 THREADED ROD SYSTEM DE AILS, SCHEDULES & OTES &WIND EXPOSURE CATEGORY,EXPOSURE C 1.6' WOOD DECK I 9 0 N83°24'06. 419' ACT.) 1 .5 , BTU RAL f.INTERNAL PRESSURE COEFFECIENT.ASCE 0.18± 1.8 - I X CDN WAL I RETAIN �- I *� 2W(P) �� M8.11 DETAILS, SCHEDULES & STR NOTES 2.1'' �2 EXIST.CO C.WALK NEW It ( " _-- -_' 3.2' _ EXIST. �OOD BRICK BO DER ON D RE OVE I ^ c� TWO_QTORY EXIST. $HED W i WOOD LLI - ^Z GARAGE STAIR I RE OVE &ONE RSE I I WALKWAY W o Z o¢ I OF U OM om j EXI T.R MG W I _ $ o 0 0 N ' Z Q N BRIC ON I o < ra`a, W V U- 93 ' in PAT I ;�, wo 0 0 Y N 3 Q l ci SCRENED N BRICK I ISTIN CONCRETE LOT 3 $ w z 15 p C13 EW CONCRETE PAVER r,� m �) i I SEAW TO REMAIN o o o O o DRIVEWAY&PARKING PORCH o o t BRICKI VFX ..I REMOV CONCRETE T m o 8 T SHINGLE i SAND CO C. I i I SLAB( IS NOT.. SEAW ) I Z o PAT1 IW F RIC NOF REQUIRED, IS 47HICK WALUFENCE REL �„ r? FIREPLACE A / I/ I I OL IWI I ' COND UNITS I `o _ 5' aD Z2H F- " _ _ -- -- - - --- - ----� _I _ _ Q 51.01'TO CCCL W v I EXIST W000 F�(IST X X X X - 9 0.9 al i WALL I GiE%NCE, RE 0'� EXIST.4'W600 E I S83° '54'W 419'±(ACT. 1.5' 1' ) I N �3 I NAREA OF EX013T 5'H SFI RfJR 1' _ (TYA► BRI ALK cm _� I SH ER ENCLOSURE _. ( :19'11+ .R� ONE STONY WOOD SW*41'54•E 49. I -- 0 T D I H IN PLACE 01 TRAVERSE LINE Y 2'WIDE Ct�NCRETE EXISTING ONE TORY (NOT A BOUNDAR LINE) SEAWALL WOOD PORCH I : I � R r< I I SEE SECTION 115.1 FOR BRICK PATIO 20'-1' 5'-T 290cc I I PAVER DETAILS 3 I I I Ee a I IY I ' ADJAgENT RESIDENCE 8 I PROPOSED ITE PLAN I I = I W ,•=20'-0' NOTE ELEVATIONS NAVD96 NO TH I I I I I � � GAZEBO SITE COVERAGE: I 19 I PROPERTY AREA. 20'51 S.F. , I I I go 1 IS MAN HOUSE: 1 S.F. I I ' GUEST HOUSE: 1 S.F. I I I 120 GARAGE&SHED: S.F. ' WALKS,DRIVE,PATIOS 2 SF. I I I 1 PROJECT I TOTAL: 6,�1 S.F. I I 115 1 LOCATION SITE COVERAGE 312% I I I - 1-10 1'P 110 1 ' 105 1 ' WILLUTAM A LEUTHOLD AR8902 I I I I 1 ADJACENT RES NCE I , I m ` 119 1 -2 CONC.�BLo ` I I PROJE LOCATION MAP I I I FLOI@IDA SEAL y� I �! REV10ONS: DATE: ATLANTIC BEACH PERMIT 2/ F 6/2 01 2 W FLOOD ZONE AO• FLOOD ZONE Lu DEPTH ( rl /��77 1 W l� '/ U 50.08'TO CCCL 1 t�, I 0 WIDE DRAWN BY: DATE i - L O T 4 FLOQb ZONE•X• FLOOD ZONE'AO• Ru I C WALL y°q " DEPTH (203.98'I.P:I.P)� I WALBP 12/1/2011 .5'TO FENCE 2ND STORY ' ( I 1.6' 1.8' r WOOD DECK 2'W000 FEIN REMOVE WALK ` N830 24'06. 419'1(ACT.) 11 ,g APPFVVED BY: 2 _._� 200"0 WAL 2.1' �� X a 2' a•1.6' j.3' DOSTNG WALK 137.7' i m �- - - - - - - - - - - - - DRAWING FILE: � ��p - - - ' RILE' 1.1 SITE ATLBCH iTWO-STORY SHED r' J ... BRICK ll Lu GARAGE �! WOOD i Q, - /////////////// COVE D II WOOD 785' \ I I RELOCATE AIC UNITS r�R� I I WALKWAY IZ I ��j STEPS 3>4A' �� II - >- RENOVATIONS AND ADDITIONS > o 7�o.a \ � 9.1'j I II I I z L THREE-STORY I - _ Z I o w ANN RILEY - NED-INFRAME QFors; I IWOOD PORCH FRAME REs � �., / ' .1'V 5•r / REQ - �WAL - I , I REMOVE CONC.SLAB L 0 T c� U m I Z 10.0' M49, N j 5149 �I I 3 0 _ O I v 1491 BEACH AVENUE I 10.0' / E BRIC W I I I m d I EMOVE CONCRETE 1.3' I ATLANTIC B I �j 5s - �4►vERs I s s ATLA EACH, FLORIDA DRIVEWAY D COLUMN I 79.7 34a 9_0'J , < I Z (TYPICAL) ! REMOVE Wtjo.r REMQ�fE &01 Q - - - - - �= I DECK -RELOCATE AIC UNITS ( OF tis! II ST - _ � EXI t, uj 3. ' ' 0.91 51.01'TO CCCL z I O.T WIDE WO(10 .3' - i uu d WALL(TYPIC NORTH I SIl�9 W W 419 SITE LAN Z 1 pU 4« N EXISTING ATE PLAN c200.13'LP.�.P.) 2'WIDE 1"=20'-0• I L 0 T 2 S W>>1LL I I _ T 11 t sT 4. WILLIAM LEUTHOLD ARCHITECT T C INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 i i x NEW ONE STORY 2'H FABRIC SILT I NCE BREAKFAST ROOM NEW BRICK ON SAND CONTROL STAKES 0V O.C.W/ 2ND STORY EXIST.Z WOOD FENCE REI MOVE ADDITION. WALK W/8'X 12'D � POTION OF WOOD DECK COINC.WALK---\ RETAINING WAIL x - x - - - - -- EXIST.CONC.WALK WI N BRI =--- ----------- ---� BRICK BORDER ADDED ONIANp - - - - - - - - - - __ -}-REMOVE CONC. EXIST. II WALK i WOOD ILLI z TWO-STORY _iLw STAR r EXIST. I I-REMOVE CAP&ONE CPURSE WALKWAY � GARAGE ji OF CMU FROM i Z < a 1;b� LE B ICK EXIST.RETAINNG WALL. Lu Toll1 ST PS NEW BRICK ON \_ SAND PATIO U51 LL DUMPSTER SCREENED NEW BRICK I i ISTIlO�CONCRETE SEAWA•L TO REMAIN w WOOD STOOPS I j REMOVE CONCRETE PORCH NEW O DCK j (�EMCOVE SLAB,(ftAB IS NOT PARTr SEAWALL) EXIST.SHINGLE PATIO I(WALK 2'H FABRIC SILT WALL/FENCE REL FIREPLACE MON 11 CONTROL FENCF�W �I i CONDUNITS __--- -----�-- STAKES QB'0_C. - x�T x x - x - EXIST WOOD EXIS1r REMOVE EXIST.4'WOOD EF NCE CITY OF ATLANTIC NEW CONCRETE PAVER NEW ADDITION IN WALL(TYPICAL) CONIC BRICK WALKIlk BEACH JOB SITE SIGN DRIVEWAY&PARKING AREA OF EXIST UNIT I SHOWER ENCLOSURE r wid CONCRETE WAWALLI CONSTRUCTION SITE MANAGEMENT PLAN 1"=20'-0" NOTES: NORTH 1.CITY OF ATLANTIC BEACH JOB SITE SIGN MALL BE 12'X 18'WITH THE STREET ADDRESS,PHONE NUMBER FOR CITY OF ATLANTIC BEACH,NAMLE&PHONE NUMBER OF GENERAL CONTRACTOR. `a I � I .. a .. i - _ a, i , I IsoLu i I I I FLOOD ZONE If I i (EL 1.0 ADJACENT RESIDENCE I WOOD DECK I I I I I r RETENTION FLOOD ZONE 9P FLOOD ZONE'AO'I 1 I ! -- SWALE-SHAPE TO MISS I FLOOD ZONE AO' I 1 Lu 0 EXISTING TREES,SEE (DEPTH 2� DEPTH �.T WIDE I 50.08'TO CCCL 6 0 NEW ONE STORY I ! ( I C TE WALL x LANDSCAPE PLAN v� T ROOM S I x1 xl 6.9 I NEW BRICK 1 SAND 2ND STORY c � � � EXIST.7 WOOD FENCE REhIIOVE BREAKFAST ADDITION. WALK W/4'X 1 rD 7 ! RBjOVEx NEW 8. u�y � .2 N EXIST.CONC.WALK W/8' POFRTION OF x WOOD DECK BRICK BORDER ADDED CO*IC.WALK RETAINING WALL ALK SWC x x12.,3 12. 16.2 (P� I - 2.0 x f,. 16.71 BR 8.2 5 x- -yr. - -.to - - x_- 1 1.0 X1.5 5 5 1 4.2 3.2 ! 15.50x 1 6.5x EXIST. o , TWO-STORY j 6 , x WALKW Y w o LL11 ^Z GARAGE EXIST. Z WILLIAM A.LE ITHOLD STAIRS � � 1 ' � I � S o J o N -' I AR8902 LLJ cn w ® , Ix1 2 ~ 6.9 1 �„� $ 8. ODNG T 10 3 0 0o g in p v N v n O ` U LL. 3'ao NEW BR d gFJAW TO RE I o 0o O x z x STOOPS r. I I -� , U 8 ✓ . CO NEW CONCRETE PAVER I (i> 17.12 I CONC m W DRIVEWAY&PARKING BR( $ 1 ., '• Z x17 4OrTSA�ID S d� I 1 NO REQUI D, IS 4't1CK Q �' o j 0 .2 d;,a PATIO : J 1 r x1 2 I 17 Ox�... 7 g x wr 13 oox I ~ FLORIDA SEAL x 6.7 9 I _ - -x x x g .9 "8.2 12.2 REVISIONS: DATE , REMOVE FIREPLACE SI33'19�54• 419't(ACT.) 9.4 2 x x ; 51.01 TO CCCL o ''�`� NEW ADDITION N RELOCATED 5'H SHINGLE FENCE, BRICK WALK 16 1 } 7 ATLANTIC CB 3 EACH PE ISI RMIT RETENTION ~ �� COND Uti15 OPEN UNDER FOR NEW ONE STORE'WOOD NEW ! •6 � •2 1 1/6/2012 v W j � m AREA OF EXIST UNIT I SWALE ? I °q SHOWER ENCLOSURE DRAINAGE POR(>I IN PLACE OF RETENTION 2'WID9 ETE °' 5 2 x4 3 13 x2.4 xh•`9 X7.4 1-n- -' :� 1_ 0 T 2 I E)wnNG ONE TORY SWALE S ►WALL I � I � o w! I WOOD PORCH. CUT AND FI L CALCU TIONS:I ! J 01 _ I I II 1I � ` � DRAWN BY: DAISCUT 0 PROPOSED GOADING PLAN WALRPFOOTING&FOUNDATION ALL,MAI HOUSE. 10.20 C.Y. 0 " I 12/1/2 011 1 _ NOTE:ELEVAT ARE NA1� FOOTING&FOUNDATION ALL,GU T HOUSE: 4.27 C.Y. EAST PATIO,MAIN HOUSE 3.18 C.Y. NORTH APPROVED BY: TOTAL CUT: 17.65 C.Y. I ! i 0 a! a WAL FILL I I I DRAWING FILE: FILL AT MAIN HOUSE WEST STOOP: 3.21 C.Y. FILL AT REMOVLED SLAB BULKH 7.32 C.Y. A RESIDE ( I ! I RILEY 1.2 SITE MAIN CONST MGMT ATLBCH FILL AT EAST P*T10,MAIN HOUSE: 75.73 C.Y. 1 I 86.26 C.Y. I RENOVATIONS AND ADDITIONS TOTAL FILL: I ( I w NET CUT&FILL 68.61 C.Y. ANN RILEY EXCAVATION r ES: I i ALL EXCAVATE EXISTIN SAND MA ERIAL SHALL BE RELOCATED I AND UTILIZED AS BACKFI MATERI AT THE MAIN HOUSE i ! GAUD BUILDING PAD RAND EAST ATIO.AL CESS EXCAVATED EXISTING I SAND MATERIALL SHALL B PLACED WARD OF THE MAIN HOUSE I 1 149 BEACH AVENUE BUILDING PAD A1ND MAY IOT BE U ED AS BACKFILL MATERIAL I LANDWARD OF`SHE CCCL INE. ATLANTIC BEACH, FLORIDA != x I I NOTE:THREE BjUILDINGS ARE EXIST G. SITE REQUIRES MINIMAL t �I 1 ! _ � ,,` GRADING PLAN REGRADING E CEPT ADJ CENT TO W EAST PATIO AT MAIN HOUSE. W I I a CONSTRUCTION SITE W! I r ( a MANAGEMENT PLAN LEGEND OI *15.17 PROPOSED ELEVATION r Xn.a Ek4ISTING SPOT EL EVA N -I17.01- EAISTING CO TOUR ! M1 pWPOSED C DWOUR I I I m2 w. w, __ spa»�,, . __. - __ c _�,,»..�,"�.. .,•..� �•. I MATCH LINE 2 � I RENOVAT N ADD 111�LLIAM LEUTHOLD ITI N I I ARCHITECT INC. I 274-2 HERSCHEL STREET - • ' I �ACIKSONVILLE, FLORIDA 32205 ANN RILEY I I 38W56MATCH LINE 1 1 ii M LEg1%DESCRIPTION: � 0 1 149 B EACH AVENUE LOT 311OLOCK 32 AS SHOWN ON THE MAP OF ATLANTIC E N58 9$ 0 1 N 1 'f' COASTAL CONSTRUCTION CONTROL LINE AS SHOWN BEACIW AS RECORDED IN PLAT BOOK 5 PAGE OF THE 65 - 1 0 1"• 1 ON MAP BOOK C, PAGE 72-72H OF THE CURRENT I ATLANTIC BEACH , CURFWNT FLORIDA FLO SpA PUBLIC RECORDS OF DWAL COUNTY, m I !R 0-; , PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA W I I RECORDED IN OFFICIAL RECORDS VOLUME 7379, PAGJES 1769-1782 I HOUSE: AR CALCULATION,MAIN HOUSE: -f I o 1 I LIST OF DRAWINGS MAI FM r1; 1 w o EXIS'ITIING IST FLOOR,aC: 1,139 S.F. AWM7 N I I 1ST FLOOR PORCH REMOVED: (314 S.F.) E �1 1 o o 1 I M 1 .1 & 1.2 SITE PLANS IST ML.ADDITION,AQ 324 S.F. + m 1 I M2.1 DEMOLITION PLANS 1 ST ALL.PORCH ADDITION: 476 S.F. I M2.2 PROPOSED FIRST FLOOR PLAN 8 SCHEDULES EXIST7ING 2ND FL.: 1,099 S.F.EXISTTING3RDFL.: 603 S.F. (n ; ; j i M2.3 PROPOSED SECOND & THIRD FLOOR PLANS & SCHEDULES -- 0 -;• - I M4.1 EXTERIOR ELEVATIONS N 1 I 1 i M5.1 WALL SECTIONS I w , I I ( EXIs�rING�sTU LooTR ac:VEST HOUSE:. m N I 1 I $ i M5.2 WALL SECTIONS IST KL.REMOVED: (109 S.F.) 00 I M6.1 INTERIOR ELEVATIONS 1STfFLL.ADDITION: 274 S.F. f i N -L rn $ I I? IST frit.ALTERED: 258 S.F. _ 1 I NV i � � i I I M6.2 INTERIOR ELEVATIONS EXISITMVG 2ND FL.: 481 S.F. � � m � I M7.1 FIRST FLOOR ELECTRICAL PLAN: 2NDF9,L.ALTERED: 13 S.F. M7.2 SECOND & THIRD FLOOR ELECTIRICAL PLANS -'- ' I ;i 10 M8.1 FOUNDATION PLAN C01�LE sUMMARY: OD M8.2 FIRST FLOOR ROOF FRAMING PLIAN 1.DESgiGNED PER FLORIDA BUILDING CODE, AT LINE 1 cn I I I I RESIIPENTIAL&EXISTING,2007 WITH 2009 SUPPLEMENT; -s• I I WOOD DECK I M8.3 SECOND & THIRD FLOOR ROOF ' RAM I N G PLANS ofiioDE&yB O � C! 2.2008 nI COCo, CODE OF ORDINANCES RESIDENCE M8.4 FIRST FLOOR WALL FRAMING PLANI I §IDENTIAL OCCUPANCY:GROUP R3M8.5 SECOND FLOOR WALL FRAMING PLAN 3.TyIFEV-B CONSTRUCTION,UNPROTECTED COASTAL CONSTRUCTION 10 ^ .I CONTRONE �y 9'-11" 34 S" 5'6" 12!x$^ 3T 9' I 14'-2" 1 02341" FLOOD ZONE AO FLOOD ZONE I M8.6 THIRD FLOOR WALL FRAM I N PLAN 4,gA§IC WIND SPEED:120 MPH,ENCLOSED;GUEST (DEPTH 2) (EL 17) HOUSgE-TWO-STORY,ROOF HEIGHT-19',SLOPE-30.26°; I M8.7 WALL SECTIONS & FOUND ATI N :SECTIONS MAiMiHOUSE-THREE-STORY,ROOFHEIGHT,V,SLOPE- MATCH LINE 2 � _ i L 0 T 4 , FLOODPTH2') O"1 �° M8.8 WALL SECTIONS & FLOOR F MM�VG SECTIONS 36.87 g I w ci " " (DEPTH 2') I I 2'H FABRIC L I 0.7'WIDE i O 5,WiW IMPORTANCE FACTOR:1 I 50.08'TO CCCL i FLOOD ZONE X N ON)E ST RY I I CONCRETE WALL ¢� M8.9 FLITCH BEAM SECTIONS & D TAILS _ B KFAktT ROOM (203.98 I PA.P CONTROL F E W/ I" � , �, v I 6.WINID EXPOSURE CATEGORY:EXPOSURE C 20, FENCE i REM ADDIIfION. I NEW BR ON SAND I STAKES(djT .C. c�, M8.10THREADED ROD SYSTEM DE AILS SCHEDULES &NOTES 7.IN111LERNALPRESSURECOEFFECIENT:ASCE0.18t oz' 2ND STORY , 2 WOODFENCE pORT NO WALK 8• 1z•DN83°24'os" 41s' ACT.) 1. ' S' 2W(P) �j M8.11 DETAILS, SCHEDULES & STR CTIUIRAL NOTES ITO ' 1 8, WOOD DECK CON WAL I RETAIN G ALL 1 x 3.2' w2. ' x EXIST.CO C.WALK I " NEW RI x� --- -_-- ---- ----I - - - - I BRICK BO DER ADDED ON D RE OVE NC. 1' EXIST. �OOD W i WOOD o $ N II O•STORY EXIST. $HED o I RE OVE &ONE RSE 1 WALKWAY w o g z LLj % Z I GARAGE STAIR , �� OF O F OM I o 9) > o �, J Q ¢ ¢ / 1 EXI T.R 'NING W I I g" 0 0 0 0 W 3 / Btl K I ^rn o , �Q LV NE BRIC ON I $ o o Y 3 U `4 I u c _ 0 z S PAT i ISTIN CONCRETE L07 3 0 8 `� W "' _ 1 Q _ SCR�ENED N ;STOOP _ of i SEAW TO REMAIN $ o ,� U g W � b I NE ONCRETE PAVER p RCH�' o // / �' w In DRI WAY&PARKING ��j g� y I i REM CONCRETE m f- f ✓!/ ON SANIh K 4 CONC. SLAB( IS NOT PAT SEAW ) ' Q T SHINGLE , PATIO IW 'H F RIC SI NO FI REQUIRED, I§A"THICK _I WALUFENCE I % I N OL FE 1 WI I f- I ;� RELOCA m FIREPLACE A -� I ' - �] Q COND UNITS I 5 � I EXIST RE 0.3' -■ " - x -- -- - 51.01 TO CCCL 1 WALL(TYPICAL) 5'H SHI GLE FENCFE EXIST.4'WbOD E CE I S910\454W 419'±(ACT. I 1.5 3.9 .9 I?' I N W ADDITION IN COND OPEN U DER FOR BRI K ALK NEW ONE TOO WOOD S00°41'54"E 49. I o REA OF EXIST UNIT I ` `� I SH ER ENCLOSURE DRAINA (200.13 I.P.-I.P.) PORCH IN PLATE OF TRAVERSE LINE LY Z WIDE CONCRETE �' co i 0 T 2 I I EXISTING ONEISTORY (NOT A BOUNDAR LINE) I SEAWALL � 1 1 WOOD PORCH ? , 1 I I ISEE SE ION 1/5.1 FOR BRICK PATIO 5'-7" 28'-0" I PAVER DETAILS _ 1 48'-3" 20'y I \ c7 Z Is CL 08§ ADJACENT RESIDENCE g LU PROPOSED SITE PLAN NO TH i I w 1" 20'-0" NOTE:ELEVATIONS ARE NAVD88 I F SITE COVERAGE: I I $ GAZES I ` 19 1 j PROPERTY AREA: 20,76i S.F. z I 1 I ` ` " _n 120 1 MAIN HOUSE: 1,625 S.F. GUEST HOUSE: 1,395 S.F. ate' PROJECT GARAGE&SHED: 484 S.F. I o I 115 LOCATION WALKS,DRIVE,PATIOS: 2,977 S.F. I I I x-10 TOTAL: 6,481 S.F. LU I SITE COVERAGE: 31.2% i I $ I 110 1 1 WILLIJAM A.LEUTHOLD ARM 105 1 119 1 � _ 0 I 1-2 ADJACENT RES�DENCE I 0 I w I II I = I - ) CONC.SLAB � - - � i IW PROJECT LOCATION MAP FLORIPASUL �"" REVIINIONS: DATE: , �, ATLANTIC BEACH PERMIT V6/2012 `� � `. ce* ZFLOOD ZONE"AO" FLOOD ZONE"VE 18 (DEPTH 21 (EL 17n a j w ci ` C I �� DRAWN g� DATE: 0 'WIDE 1: s + yygP 12/1/2011 50.08'M CCCL "' j L 0 T 4 FLOOD4ONE"X" FLOOD ZONE"AO" �-' (DEPTH 2� (203.98'I.P:I.P�)o CON RETE WALL I _ I APP�t)VED BY: to o � � � •^��.de.<. ae 20. TO FENCE 02 2ND STORY `n " Z WOOD FENCE I 1. 18' WOOD DECK REMOVE WALK " N830 24'06' 419'1(ACT.) 12 .5' �(p) City of Atlantic Beach WAL X = _ - - - - - - �/ DRAWING FILE: 2' Planning and Zoning Department r- 1/120.4'-1.6' � 21'A 8.3' �2'P' EXISTING WALK \ 137.7' � )- - - - - - - - - - - - � - _ - I This approval verifies compliance with applies % I _ _ i - zoning, subdivision and other local Is M RILES 1.1 SITE ATLBCH VVOOD / ��E BRICK 37.6' REMO I WOOD development regulations, but does not constit 1 RENOVATIONS AND ADDITIONS o LLjj TORY $HIED /RE/L/OC/AT/E/////C UNITS ��}�W00[ D 11 COVEF `" GARAGE WOOD I 78 5' \ I I I _ } w^ I I WALKWAY N Z approval for the issuance of permits. Compile Z j STEPS 34.4' �� PORCIII $ -� Z I with Florida Building Code and all other applica ANN RILEY IL 91 j jjj�j I I1 I Q must State and Federal permitting City of eme s Wj0j/� I j o 1�I� I Q o IL must be verified by signature to the City of ceAtisI p� o j I THREE�TORY I I w I ; Beach Building Official b the issuance a A q j - - -- - ti �� / 5.6' L FRAME / w - - - - -1 w ? I Y U Budding Permit. Cj A _ SCREENED-IN TWO-ASTORY j / RESIDENCE / ;'- EM01LE WAL I Z REMOVE CONC.SLAB L 0 T 3 0 _ + Approved By: ix V s j ° �IVOOD PORCH r FRAME RESIDENCE �? 4.1( 5.2 j rj 8 I 0 ¢ v I1�1- - men Tec 140 BEACH AVENUE j Z ] � 10.0 #149 N j #149 I \ �I"*�u¢ I V Date: p ATLANTIC BEACH, FLORIDA 1Y] I ( 1 �* 10.0' / j� 5.6' - M PAVERS 81 I 1 R OVE CONCRETE 1.3' 1 r., b j //j PA j I STE S I m I Z RAW W r Z_00C" 00 E) �r D COLUMN i "' 34.4/ 28.5' 9_0' Q r`'� �t �y fel DRIVEWAY CO 79 , _ fi I I�-REMOVE AP&ONERSE J Q j (TYPICAL) ! REMOVE W _ i•, RELOCATE A/C UNITS OF CMU ROM �r - - - - - v W DECK 0 7 17.8 0 I d EXIST. AWING WAIL - - - - - - Q Ri SITE PLAN 3.9' .91 51.01'TO CCCL z 8 ! 0.T WIDE WOOD NORTH 0.3' �- ( S83'19'54"W 419't(ACT. 1.3' 1.5' 7.00'(P) I w ci WALL(TYPICAL) 4'WOOD FE CE Z ! (200.13'I.P.-.P.) EXISTING S ITE P LAN 2'WIDE ONCRETE I s WALL ■ I M i I WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 NEW ONE STORY 21q FABRIC SILT BREAKFAST ROOM CONTROL FENCE W/ 2ND STORY REMOVE ADDITION. NEW BRICK�SAND STAKES @ 8'D.C. WOOD DECK EXIST.2'WOOD FENCE PORTION OF WALK W/8'X 17D EXICONrr..WALK RETAINING WALL ST.CONC.WALK W/ " NEW x X BRICK BORDER ADDED N _ - ---------- ----� - - - - TWO-STORY _10LLFLI EXIST. - - - - - - - - - - - - - WALREMK CONC.LL I i WOOD s:- GARAGE STAIR I / I I--REMOVE i CAP 8 ONE CIOUIliSEAWALL WALKWAY a �BLEOFCMU FROM � � TOI B ICKEXIST-RETAINING WALILST PSNEW BRICK ON QU DUMPSTER NEW BRICKSAND PATIO WSCREENEDWOOD STOOPS (STING(PONCRETE m ORCH 1TO REMAIN NF,W BRICKEXIST.SHINGLE ON SAND IIEMOVE I EMOVE CONCRETE CONC. I i SLAB(SLA)B IS NOT PART OF SEAWALL) WALL/FENCE PATIO I IWC 2'H FABRIC SILT REL A FIREPLACE A I - - COND UNITS (TION i� CONTROL FENCF�Wjl STAKES 8'O.C. CITY OF ATLANTIC NEW CONCRETE PAVER NEW ADDITION IN EXIST WOOD EXIST REMOVE ��' X X - - - - - - - - - - BEACH JOB SITE SIGN DRIVEWAY S PARKING AREA OF EXIST WALL(TYPICAL) COND BRICK WALK EXIST.4'WOODENF CE I SHOWER ENCLOSURE UNIT 7 WIDE CONCRETE SEAWALL CONSTRUCTION SITE MANAGEMENT PLAIN 1"=20'-0" NOTES: NORTH 1.CITY OF ATLANTIC BEACH JOB SITE SIGN SHALL INE 12"X 18"WITH THE STREET ADDRESS PHONE NUMBER FOR CITY OF ATLANTIC BEACH,NAME 8 PIPIONE NUMBER OF GENERAL CONTRACTOR. I I I ZI zo J _w z C I al Ig �I I I I I FLOOD ZONE If ADJACENT RESIDENCE I� (EL 1 I� WOOD DECK ui RETENTION ^, ! w v SWALE-SHAPE TO MISS FLOOD ZONE OC" FLOOD ZONE"A(YI I FLOOD ZONE*AO* 50.08 TO CCCL ° o I II EXISTING TREES,SEE DEPTH 2 I (DEPTH 3 ' L . I - NEW ONE STORY ( I 2 I 0.7'VWIDE 17 c y _N v LANDSCAPE PLAN I 306. "16.911 I ° G EXIST.Z WOOD FENCE BREAKFAST ROOM I ( CONCRE7�WALL x 16 I o 2 2ND STORY I REMOVE ADDITION. I NEW BRICK ON SAND I RE IOVE NEW O w' WOOD DECK I EXIST.CONC.WALK W/8" PORTION gF WALK W/4"X 17D CONC " I BRICK BORDER ADDED RETAINING WALL RETEN71ON 3 7 ly i x X CONC.WAI�IK {�IALK SWALE 200'P) I f„ 16.7x NEW BRI X x x12.3 12.2 16.2 ( $ _ _ 2.0 EXIST. i 15.50x 6. �, ON SAND 13.00 8 x 4 5. 4.2 -2 -25_ x1.5 1.0 cv TWO-STORY 6 - � A5 GARAGE EXIST. '`-� L� 'r17 7. W o o N LLI3 oW 1 x STAIRS I BR K �N C I I WALK Y N o o o �- x6.0 I' I o o j °° N 0 0 $ � I Q WILLIAM A.LEUTHOLD AR8802 (� LL ° x16.9 1 0 0 _ _ _ Q I I v W x - aS g u o Y ^ Wc3i 8 S71N CONS% T m I � TOOPS SEAW TO R I L07 o 0O 0 , UV NEW CONCRETE PAVER ( O0DRIVEWAY v J g I EW BRICK o I REMOV CON 91 7 B 0 2 o p� 0 I �J PAO O I NO FI REQUI D, IS 4"THICK / I Z & 9 x xl 2 ! `� 17/0,-"" x �-i' "`'L $Or I Q - - I - - 7.6 x6 7 w I 3.00x J X_ 8.2 ! 1- 51.01'TO CCCL Z j w v • X X - - RETE o I I� NEW ADDITION IN RELOCATED EXIST 5'H ShNINGLE FENCE, RE VE FIREPLACE AD TION - - NTION COND S�3 19 54 419 t(ACT.) 9.4 8• Imo'9 ' •2 12.2 - Q FLORIDA SEAL tv CO BRICK W ND UNITS ALK ) zo AREA OF EXIST OPEN UNDER FOR x 2• x x x , SWALE � z I UNIT NEW ONES WOOD NEW � _ I I 1 1 SHOWER ENCLOSURE DRAINAGE I 6.7 13 1.7 REVISIONS: GE �- J . ,n I •6 DATE: �• PORCH( N P RE 0 2 w LAC OF RETENTION , I L 0 z T 2 I 2 WIDE CONCIkTE w x ATLANTIC BEACH PER 1/6/2012 CUT o I EXISTING ONE STORY SWALE SEAWALL- ; 5 x4 3 x3 x2 4 x1 9 x1.4 AND FILL CALC TIONS v �- I ALL- 2 WOOD I OOD PORCH. z IJ , CUT 0 PROPOSED i I FOOTING 8 FOUNDATIOCVI'YVALL,MAI HOUSE: o SED PLAN I I a I 10.20 C.Y, v 3 FOOTING&FOUNDATION WALL,GU ST HOUSE' 4.27 C.Y. 1"=20'-0" NOTE:ELEVATIONS ARE NAVD88 0.7x I I I I DRAWN BY: DATE: EAST PATIO,MAIN HOUSE 3.18 C.Y. I DRAWN BP TOTAL CUT: 17.65 C.Y. NORTH FILL 12/1/2011 I APPROVED VED BY: FILL AT MAIN HOUSE WEST STOOP: 3.21 C.Y. I FILL AT REMOVED SLAB f BULKH I � WAL FILL AT EAST PATIO,MAIP4 IHOUSE: 75.73 C.Y. TOTAL FILL: 86.26 C.Y. ADJA ENT RESIDENCE I I I o S DRAWING FILE: RILEY 1.2 SITE MAIN CONST MGMT ATLBCH NET CUT 8 FILL: I I w I o �" 68.61 C.Y. I I I W o ag EXCAVATION NOTES: RENOVATIONS AND ADDITIONS I ALL EXCAVATED EXISTING SAND MATERIAL L BE RELOCATED I I AND UTILIZED AS BACKFILL MATERIA.AT THE IV UN HOUSE I -' ANN RILEY BUILDING PAD AND EAST PATIO.ALL CESS AVATED EXISTING I i � I �� SAND MATERIAL SHALL B9 PLACED S WARD THE MAIN HOUSE I w BUILDING PAD AND MAY IFS_BE U ED AS BA FILL MATERIAL I I LANDWARD of THE cccLZL+NE. 149 BEACH AVENUE U NOTE:THREE BUILDINGS/FIRE EXISTIP G. SITE RQUIRES MINIMAL I I I ATLANTIC BEACH, FLORIDA REGRADING EXCEPT ADJACENT TO N EW EAST 1 O AT MAIN HOUSE. Ico LEGEND I I I GRADING PLAN •15.17 PROPOSED ENATION I I I CONSTRUCTION SITE X17.0 EXISTING SPdT ELEVATION -(17.0)- EXISTING CONTOUR I I MANAGEMENT PLAN I -+7.0- PROPOSED CONTOUR I MI I I I � ■ 2 AAt ; t F WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 189-5456 ELECTRICAL DEMOLITION SCHEDULE , � 1 LIGHT FIXTURE TO BE REMOVED -t;r LIGHT FIXTURE TO BE RETAINED FLUORESCENT FIXTURE TO BE REMOVED LL �> TELEPHONE OUTLET TO BE REMOVED D TELEPHONE OUTI.ET TO BE RETAINED CABLE TV OUTLET TO BE REMOVED CABLE TV OUTLET TO BE RETAINED LIGHT SWITCH TO BE REMOVED LIGHT SWITCH TO BE RETAINED T� THERMOSTAT TO BE REMOVED REMOVE WALL QT THERMOSTAT TO REMAIN ALARM PANEL TO BE REMOVED it ------------------ 7-_ i ROOM FINISH SCH DOLE- FIRST FLOOR WILLIAM LEUTHOLD ROOM I LOOR WALLS CEILING BASE CASING CROWN REMARKS ARCHITECT INC. Roots 2742 HERSCHEL STREET NUMBER MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH TYPE FINISH TYPE FINISH TYPE FINISH 16-C JACKSONVILLE, FLORIDA 32205 101 FOYER HEAR PINE S SAND,SEAL&3 T&G V-JOINT 1X6 SEALER&2 COATS WOOD BEAD BOARD SEALER&2 COATS 1X6 WOOD WITH 5461 LER&2 COATS FLAT WOOD TO SEALER&2 COATS STEPPED HAT SEALER&2 COATS T-8' 389-5456 COATS SATIN POLY VERTICAL EGGSHELL LATEX TO MATCH EGGSHELL LATEX CAP TO MATCH E%GSHELL LATEX MATCH EXIST. EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX SAND,SEAL&3 T&G V-JOINT 1X6 SEALER&2 COATS WOOD BEAD BOARD SEALER&2 COATS 1X6 WOOD WITH SOLER&2 COATS FLAT WOOD TO SEALER&2 COATS STEPPED(RAT SEALER&2 COATS 2X6 SPF#2 STUDS 102 POWDER HEAR PINES P COATS SATIN POLY VERTICAL EGGSHELL LATEX TO MATCH EGGSHELL LATEX CAP TO MATCH EGIGSHELL LATEX MATCH EXIST. EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX WITH1l2'CDX PL SAND,SEAL&3 T&G V-JOINT 1X6 SEALER&2 COATS WOOD BEAD BOARD SEALER&2 COATS 1X6 WOOD WITH Sf9ALER&2 COATS FLAT WOOD TO SEALER&2 COATS STEPPED FLAT SEALER&2 COATS SHEATHING,HOUSE AREA CALCULATION: 103 PASSAGE HEAR PINE S COATS SATIN POLY VERTICAL EGGSHELL LATEX TO MATCH EGGSHELL LATEX CAP TO MATCH SHELL LATEX MATCH EXIST. EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX WRAP,DRAINAGE MA 1 ABOVE EXISTING 1ST FLOOR,AIC: 1,139 S.F. AND CEDAR 3HING —— (314 S.F.) SAND,SEAL&3 T&G V-JOINT 1X6 SEALER&2 COATS WOOD BEAD BOARD SEALER&2 COATS 1X6 WOOD WITH S�gLER&2 COATS FLAT WOOD TO SEALER&2 COATS STEPPED FLAT SEALER&2 COATS _ _ _ __ _ _ _ _ _ _ 1ST FLOOR PORCH REMOVED: 104 DINING ROOM HEAR PINES SEE WALL SECTION FOR CEILING SHAPE COATS SATIN POLY VERTICAL EGGSHELL LATEX TO MATCH EGGSHELL LATEX CAP TO MATCH E. SHELL LATEX MATCH EXIST. EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX � — — — � 1ST FL.ADDITION,AIC: 324 S.F. EXIST. OOD& W SAND,SEAL&3 EXIST.GWB&NEW SEALER&2 COATS EXIST.WOOD&NEW SEALER&2 COATS EXIST.&NEW TO Sf9ALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.FLAT(BOARD SEALER&2 COATS PATCH FLOOR &WALL AT REMOVED 1 ST FL.PORCH ADDITION: 476 S.F. 105 KITCHEN VV00 TO MAT COATS SATIN POLY GWB TO MATCH EGGSHELL LATEX WOOD TO MATCH EGGSHELL LATEX MATCH Ee SHELL LATEX MATCH EGGSHELL LATEX AND MATCH EGGSHELL LATEX EXISTING 2ND FL.: 1,099 S.F. SAND,SEAL&3 SEALER&2 COATS EXIST.EXPOSED EXIST.&NEW TO SkALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED SEALER&2 COATS I EXISTING 3RD FL.: 603 S.F. 106 MEDIA ROOM EXT WOOD COATS SATIN POLY EXIST.WOOD EGGSHELL LATEX FRAMING MATCH E, GSHELL LATEX MATCH EGGSHELL LATEX FLAT WOOD EGGSHELL LATEX PATCH FLOOR &WALL AT ALTERED WALL L 107 STORAGE EX T.WOOD SAND SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.WOOD SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS 3-2X6,STUDS COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX EGGSHELL LATEX MATCH E SHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX EXIST. DOD& SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.EXPOSED _ EXIST.&NEW TO SftLER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS I DOOR AND WINDOW NOTES: 108 LIVING ROOM VV0O TO MAT COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX FRAMING MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX y SEE SHEET 2.1,GUEST I 1 EXIST. DOD& W SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXIST.EXPOSED EXIST.&NEW TO ►LER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS PATCH FLOOR &WALL AT REMOVED HOUSE FLOOR PLAN,FOR co 109 LIVING ROOM LOCATION OF RELOCATED CU I M5•2 GLASS IN ALL EXTERIOR WINDOWS AND DOORS Y LATEX LATEX LATEX LATEX MATCH EGGSHELL LATEX FIREPLACE SHALL BE TINTED TO REDUCE LIGHT TRANSMISSION W00 TO MAT COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX FRAMING MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&M 110 STORAGE EXT.WOOD, SAND,SEAL&3 EXISTING 2 COATS EGGSHELL EXISTING 2 COATS EGGSHELL EXISTING 2 410ATS EGGSHELL EXISTING 2 COATS EGGSHELL EXISTING 2 COATS EGGSHELL I _ Y� 45%TO MEET THE REQUIREMENTS OF SECTION COATS SATIN POLY LATEX r----------------------3-�_STODS I 161.053(5)(C),FLORIDA STATUTES NEWSLIDIN_G __DININdR00K--r----_-- 2 G__j DfI 1 �� M5.2 - ---- __J NEW D FLOOR i IAL N NEW 2X6 STUDS WINDOW SCHEC LE ,��4' ------ p I I /pUTSIDE OF 3/4" VERT'3 314" g'a{• A WALLS. ELING ( j B10ARD SHEATHING NO. TYPE MFG. ODEL NU BER R.O.SIZE DETAILS REMARKS I I SOITHAT NEW 12' 3 � (LING. I i I P�TWOOD SHEATHING 1A DOUBLE HUNG (2)P IDIGM D 72 Y-2"X 6'-W EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X6 STUDS BETWEEN ALIIGNS W/EXIST. 5.2 INTERIOR I I EW BA9 CABINET111111111 I 1 B DOUBLE HUNG (4)P IGM 72 Y-2"X 6'-0'EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X6 STUDS BETWEEN NEW 2'8'X T-0"C_0. SHEARWALL 4'-8'X T-0� _ - T— -- BRACKET UPP NEW BRICK LANDINGDN _ T — _-_ _ DOUBLE HUNG P IGM DH 72 3'-2"X&V 1,2,3/M2.3 IMPACT RESISTANT GLAZING,SAFETY GLAZING ------ 1C 3'-2 7/8" ROOF OVER LAN lip J I 1 i t - -rr EXIIST.WALL-CEDAR ap PASSAGE ' r - MW i i SH�NGLES,112" se 1 D CASEMENT (4)P IGM 248 7-8"X 4'-W EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,4-2X6 STUDS BETWEEN — — — J PAN• i i i \` RAVIV PL�'WOOD,3/4" - - - 1 J 2 103 --41— D SHEATHING, f 3 P DIGM D 2'-6"X 5',5'EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X6 STUDS BETWEEN I HB NEW-WOOD FL I I T 1J 2X4 STUDS(t3 3/41 1E DOUBLE HUNG ( ) IF DOUBLE HUNG (3)P IGM 2'-6"X 5'-0"EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X6 STUDS BETWEEN I NEW Y'-8"X T-0'C.O. N 1G CASEMENT FIXED P IGM CF 24 1'-8'X 2'-0" 1,2,3/M2.3 IMPACT RESISTANT GLAZING SNOS 3-2112" Ii I I I I CABIN I C p D. ❑ VERTICAL PANELING YE I I 1 L_J I 1 ; `+- N 1 H DOUBLE HUNG (3)P IGM D 2-0 X 5,5 EACH 1,2,3 I M2.3 IMPACT RESISTANT GLAZING,3-2X6 STUDS BETWEEN I AT WALLS NEW T-0"X-Pr0"C,6.�� I i i i i i 1 I `; �• I I IT-- I I I I _ 1 11 NOT USED - - M r , �- n `� i i 1 1 1� i STUDS NEW WOOD FLOOR 1 1 I (I I I 1 I 1 1 1 a _� I D FLOOR NEW 6'-0"X T-0"C.O. I I FI — PAR DIGM DH 2'-2" X 5'-0" 1,2,31 M2.3 IMPACT RESISTANT GLAZING — — , L N ___ 1J DOUBLE HUNG 2i, — - LT -----! _ I L-_j IK DOUBLE HUNG PA DIGM DH 45 V-10"X Y-9' 1,2.3 1 M2.3 IMPACT RESISTANT GLAZING ' _J 1 i REMOVi\DOORS i L_ INET Zp I SIN ALIGN SINK&WINDOW II 11 I � 1 1L DOUBLE HUNG PA DIGM DH 45 V-10'X Y-9' 1,2,3/M2.3 IMPACT RESISTANT GLAZING10 EXIST.ELECTRIC METER ' iL I -J IM DOUBLE HUNG P IGM DH 72 2'-0"X V-17 1,2,3/M2.3 IMPACT RESISTANT GLAZING RELOCA I ��1 I ( I FOOTING 1�, `� L I a' 1 IN DOUBLE HUNG P IGM DH 72 2'-6"X 6'-0" 1,2,3 1 M2.3 IMPACT RESISTANT GLAZING b AHU1 STORAGE N _ _ow I STUDS I I ADDED 1/Q"CDX 1 D 107 PLYWOOD INTERIOR I I ' I P I M D 265 ' ' 1 2 3/M2.3 IMPACT RESISTANT GLAZING,3-2X4 STUDS BETWEEN, EXISTING WOOD FLOOR I IME IA ROOM o 1 ICE EXIST,' - 2A DOUBLE HUNG (2) G 3-6 X 5-5 EACH EGRESS WINDOW 1 I 1 106 I 1 2B DOUBLE HUNG (2)P IGM 265 3'-0"X 5'-&EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X4 STUD BETWEEN, I LOG FL _ BAS " I EGRESS WINDOW — 1 F,, IREFRIG DIREC2C DOUBLE HUNG P IGM DH Y-6"X 5'-0'EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING r I FRAM NGTIOFL r w�`°°'"''�JJ 1 INTERIOR SHEARWALL � � FRAM NG VE � i i i 1 2D CASEMENT PARADIGM 2'-2"X 2'-2" 1,2,3/M2.3 IMPACT RESISTANT GLAZING l—I e_1 — L —L —— — 1 — — — T — -- �MAT£H ffORIZ9NTAL P ELII`G I II I 2E DOUBLE HUNG P IGM DH 7 2'-2"X 4'-9" 1,2,3/M2.3 IMPACT RESISTANT GLAZING _ ___ IN MEDIA ROOM ON L_ _ I_ REMOVE NYAL LSI I I I ADDED 42x42" ST(�R F" -- --' -- - - --- J I 1 I I 1 FOOTING 11 REF. I I 2F DOUBLE HUNG P IGM DH 57 2'-2"X 4'-9" 1,2,3/M2.3 IMPACT RESISTANT GLAZING 2, ADDED 1/2"CDX I I 1 1 1 i I i i I _11O PLYWOOD INTERIOR 3HEARWALLS 4 PARADIGM - - - -_ - - 3A DOUBLE HUNG O 2� 3'-6"X 5'-0"EACH 1,2,3/M2.3 IMPACT RESISTANT GLAZING,3-2X4 STUDS BETWEEN, —_ I EGRESS WINDOW i� ADDED LVL - ,_ �_ • 1 M2. DIRECTION OF FLOOR III I �OR 3B DOUBLE HUNG P IGM DH 2 10 X 4 1 ,2,3 I 3 IMPACT RESISTANT GLAZING FF"ING ABOVE II I II Jill ADDED 24)Q4' 0 3C DOUBLE HUNG P IGM DH 2'-10'X 4'-1" 1,2,3/M2.3 IMPACT RESISTANT GLAZING —_ __ I REMOVE FIREPLACE AND FOOTING 36'ISOKERN VENT (I I II CHIMNEY THROUGH ROOF, I I ;r �, FREE FIRE BOX I I I I I I PATCH FLOOR,WALLS& II(II I BRICK VENEER i DIRECT ION OOF FLOOR I CEILING TO MATCH II I II CHIMNEY 1 1 °P L J - - _ — o LL i I �FRAMINGABOVE ' LI NG ROOM I I III I 108 VIII (III DOO R SC1HE UL I I VIII TYPE SIZE MODEL NUMBER HARDWARE DETAILS REMARKS EXISTING WOOD FLOOR II BEAM OVER EXISTING WOOD FLOOR I I N0. 1' 3/4' I III ITS 5'x5'x1/4'TUBE MARVIN CUOFD THRESHOLD& TS 5'x5'x1/4'TUBE III I 1 CLAD FRENCH R.O.= -2112'X 112' SIM.1,2/M2.3 IMPACT GLAZING STEEL COLUMN I I II I II STEEL COLUMN 3070 WEATHERSTRIP 314 FRENCH WOOD& 3'-0"X T "X 1314" 7-0'X SIMPSON 6496 W/ THRESHOLD& � AND��FAME AND MOMENT FRAME 2 P SIM.1,2/M2.3 IMPACT GLAZING,FIR I ( II I II Up EXISTING WINDOW SIDELIGHT T "X 314" IDE HT CLEAR GLAZING WEATHERSTRIP 10 II I II 1943/8" " TS 5"x5"x1/4'TUBE 111 TS 5x5 x1/4 TUBE 3 NOT USED ° STEEL COLUMN 3.2X6 STUDS I I 3- 6 TUDS I ( 3-2X6 S DS STEEL COLUMN 4 FIVE-PANEL WOOD 2'8" 6'-8'X 1 - AND MOMENT FRAME I I I I AND MOMENT FRAME i I 5 FIVE-PANEL WOOD 2'-8" 6'-8"X 1 - -- - ---- i ao WILLIAM A LEUTHOLD AR8902 6 FIVE PANEL WOOD (2)T "X 6'-8"X 318" 1 A 11B 1 10, NEW WhDOW N WINDOW NEW W I I WOOD PI TO MATCH CMU 7 FIVE-PANEL WOOD 2'-8" 61-8'X 1 " - - REMOVE EXISTING"BRICK'STEMWALL AND I IF BLAZING I I COLUMN,S E D AILS 3,4,51M5.1 INSTALL MULTI COURSE 8"CMU OPEN BOTTOM 8 FIVE-PANEL WOOD 2'-8" 6'-8"X 1 " - - LINTEL BLOCK,REINFORCED,STEMWALL. I I FOOTING TO REMAIN"ASIS' I I I I v 9 FIVE-PANEL WOOD 2'-8" 6-8'X 1 - - I I NEW ON STORY WOOD PORCH I I IN PLA OF EXISTING ONE 10 FIVE-PANEL WOOD 2'6" 6'-8"X 1 B �1HW1O1O1DIRA1IL1W.1GW- /- SPACED NOT STORY PORCH 29'H WOOD RAILI W/ I I BALUSTERS SPACE&NOT I I 2'-B" 6'-8"X 1 - I I Td ASS CO SPHERE I I I I TO PASS 4'0 SPH . I HB � FLORIDA SEAL 11 FIVE-PANEL WOOD PORCH i I I REVISIONS: DATE: 12 FIVE PANEL WOOD 21-8" 6'-8"X 1 - VERIFY SIZE AND PANEL DETAILS 1 1 1 I I 4/27/2011 DOOR AND wlNDow NOTES I I ' -- � � I I WINDOW SCHEDULE 7/27/2011 GLASS IN ALL EXTERIOR WOMWS AN DooRS L BE TINTED ATLANTIC BEACH PERMIT To REDUCE LIGHT TRANSMl§SION 45 TO MEET E I REQUIREMENTS OF SECTIC01 161.053( )(C),FLO A STATUTES I I 1 -- J I I DRAWN BY: DATE: WAL/RBP 12/1/2011 I APPROVED BY: 8X16X16 CMU CORNER 8X16CMU COLUM ,SEE DETAILS 8X16X16 U CORNER COLUMN, WAL COLUMN,SEE DETAILS =— — — —— —— —— —— — 3,4,SW5.1&STRU TURAL DETAIL 418_4 — SEE DETAILS 3,4,51M5.1& 3,4,51M5.1&STRUCTURAL STRUCTURAL DETAIL 518.4 DRAWING FILE: DETAIL 518.4 1HIH 111111111 RILEY M2.2 FP1 M5.1 36*H WOOD City of Atlantic Beach Zonis Department RENOVATIONS AND ADDITIONS i lass Ln and 9 HANDRAIL 9 applicable ANN RILEY This approval verifies compliance with app BRICK TREADS&RISERS ON CONC.STEfft zoning, subdivision and other local land development regulations, but does not CO stitruttee ,.3�8 9'-512' '-3 5/8 9'-512' '-3518 W-5117 '_3 5/8 approval for the issuance of pe applicable ce with Florida Building Code and all other �. 33'-T(VERIFY EXISTING) �. local, State and Federal permitting requirements MAIN HOUSE must be verified by signature of the City of Atlantic 149 BEACH AVENUE Beach Building official rior to the issuance of a ATLANTIC BEACH, FLORIDA Building Permit. ki � GLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL TINTED Approved By: nt Director TO REDUCE LIGHT TRANSMISSION 45%TO MEET THE MAIN HOUSE REQUIREMENTS OF SECTION 161.053(5)(C),FLORIDAST/N�S Date: �� FIRST FLOOR PLAN eACP 1Z FI=11 FLOOR PLAN NORTH SCHEDULES 1/4"=I' M2m2 ROOM FINISH SCHEDULE- SECOND & THIRD FLOOR WILLIAM LEUTHOLD ROOM ROOM FLOOR WALLS CEILING BASE CASING CROWN REMARKS ARCHITECT INC. 2742 HERSCHEL STREET INUMBER MATERIAL FINISH MATERIAL FINISH MATERIAL HINISH NUMBER FINISH NUMBER FINISH NUMBER FINISH JACKSONVILLE, FLORIDA 32205 389-5456 SECO 4D FLOOR 201 HALL EXIST.WOOD SAND,SEAL&3 EXIST.WOOD&NEW SEALER&2 COATS EXISTWOOD SEALED&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS . COATS SATIN POLY WOOD TO MATCH EGGSHELL LATEX EGGSHIELL LATEX MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 202 LINEN EXIST.WOOD SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS EXIST.WOOD SEALED&2 COATS EXIST.&NEW TO SEALER&2 COATS EXISTING SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS SATIN POLY NEW GWB EGGSHELL LATEX EGGS LL LATEX MATCH EGGSHELL LATEX EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 203 BATH EXIST.WOOD SAND,SEAL&3 EXIST.GWB WITH SEALER&2 COATS EXIST.WOOD SEALED&2 COATS EXISTING SEALER&2 COATS EXISTING SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS SATIN POLY WOOD WAINSCOT EGGSHELL LATEX EGGS LL LATE( EGGSHELL LATEX EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 204 HOWER EXIST.TILE - EXIST.TILE - EXIST.TILE _ NONE - NONE - NONE - 205 OWER NEW TILE - NEW TILE - NEW TILE NONE - NONE - NONE - 206 BATH EXIST.WOOD SAND,SEAL&3 EXIST.GWB WITH SEALER&2 COATS EXIST.WOOD SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS FLOOR PAINT WOOD WAINSCOT EGGSHELL LATEX EGGS LL LATEX MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 207 LOSET EXIST.WOOD SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS FLOOR PAINT NEW GWB EGGSHELL LATEX EXIST.WOOD EGGLHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 206 11kUNDRY EXIST.WOOD SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS SATIN POLY NEW GWB EGGSHELL LATEX EXIST.WOOD EGGSMIELL LATEX MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 209 DROOM EXIST.WOOD SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS EXIST WOOD SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FIAT SEALER&2 COATS WOOD PALING AT SOUTH WALL ONLY COATS FLOOR PAINT NEW GWB EGGSHELL LATEX EGGS LL LATE( MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 210 DROOM EXIST.WOOD SAND,SEAL&3 NEW WOOD SEALER&2 COATS EXIST.WOOD SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS PATCH FL ,WALL&CEILING AT COATS FLOOR PAINT PANELING EGGSHELL LATEX EGGSWELL LATE( EXIST. EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX REMOVED S 211 LOSET EXIST.WOOD SAND,SEAL&3 EXISTING GWB SEALER&2 COATS EXIST.WOOD SEALER&2 COATS EXISTING SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS FLOOR PAINT EGGSHELL LATEX EGGSIINELL LATEX EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 212 LOSET EXIST.WOOD SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS EXIST.WOOD SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS COATS FLOOR PAINT NEW GWB EGGSHELL LATEX EGG LL LATE( MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX 2 SAND,SEAL&3 EXIST.GWB AND SEALER&2 COATS SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.STEPPED FLAT SEALER&2 COATS PATCH FL WALL&CEILING AT REMOVED WALLS&CHIMNEY. NEW M5 2 NEW ROOFBELOW 213 DROOM EXIST.WOOD COATS FLOOR PAINT NEW GWB EGGSHELL LATEX EXIST.WOOD EGGSIOELL LATEX EXIST. EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD&MATCH EGGSHELL LATEX WOOD P LING AT FAST AND NORTH WALLS ONLY. THIRI I FLOOR 1 SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS EXIST.&NEIN TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS M5.2 301 S[AIR HALL EXIST.WOOD COATS FLOOR PAINT GWB EGGSHELL LATEX EXIST.WOOD EGG LL LATEX MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX PTTING EXIST.WOOD SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS 302 COATS FLOOR PAINT GWB EGGSHELL LATEX EXIST.WOOD EGGSIINELL LATEX MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX NEW WOOD 1X6 T&G EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS 3 303 MASJR BEDROOM EXIST.WOOD VERTICAL GWB EGGSHELL LATEX EXIST.WOOD EGG LL LATE( MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX M5 2 CUT OR REMOVE S INGLES AS REQUIRED 304 SSING EXIST.WOOD SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS EXIST.WOOD SEALED&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS TO INSTALL NEW R F&FLASHING COATS FLOOR PAINT GWB EGGSHELL LATEX EGG LL LATEX MATCH EGGSHELL LATEX MATCH EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX NEW SMALL SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS NEW TO MATCH SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS CASEMENT WINDO 305 LOSET EXIST.WOOD EXIST.WOOD COATS FLOOR PAINT GWB EGGSHELL LATEX EGGSItNELL LATEX EXIST. EGGSHELL LATEX EXIST, EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS M5.2 ZD 306 LOSET EXIST.WOOD EXIST.WOOD COATS FLOOR PAINT GWB EGGSHELL LATEX EGG LATEX MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX SAND,SEAL&3 EXISTING AND NEW SEALER&2 COATS SEALER&2 COATS EXIST.&NEW TO SEALER&2 COATS NEW TO MATCH SEALER&2 COATS EXIST&NEW 1X2 SEALER&2 COATS TILE ON ENT BACKER BOARD AT SHOWER FLOOR, 307 BATH EXIST.WOOD COATS FLOOR PAINT GWB EGGSHELL LATEX EXIST.WOOD EGG LL LATE( MATCH EGGSHELL LATEX EXIST. EGGSHELL LATEX WOOD TRIM EGGSHELL LATEX WALLS CEILING REMOVE TUB EXISTING ��--------�� WINDOW BATH -------- EXISTING WINDOW NEW WOOD 206 EXISTING EXISTING WALL CABINET WINDOW WINDOW OVER _ _ � SHW SHW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o F 1 _ — N 0 � 19 18 1 LINEN I , a WOOD PANELING AT LL yLOS EXI U3 RELOCATED EXI . °d 207 15 RETURN AIR I SOUTH WALL ONLY I I BATH EXISTING WINDOW ATTIC ACCESS HATCH 1 BEDRO 203 Fol. 1 =7D 2�E VES ABOVE DRT- CLOSET ____-- 3'11" ; ; ; i I EXISTING ------ ------------ EXISTING L L •O STAIR I L-=--J i I REMOVE EXISTINi�TO�T i`' W 2 D STAIR HALL 2 O BATH _ r,� I AND LAVATORY j I Nf1V DOORS 201 KINGD HORIZONTAL I q 307 i /i a� ii 1 o CHASE FOR AC W.T 3'-2 1'-0' q 0 6 STAIR HALL L---- �� BY Ce o - --1 1 9 `•, I 1 2 3 27 I ii N 7 301 20 ---- –_i–_ 5 REMOVE 4 ENCLO i�---- – I 9 EXISTING DN EXISTING WINDOW 6.2 i i 1 tSE 0 ING W/2X4 CHIMNEY M6.2 #2 STUDSWITH1/2' -- YWOOD �, 3C ---- --- DRESSING ® --------- -------- - �S� ING 13BTHING,HousE , , I , EXISTING ------------X04 ------ i i ------- --- —� i DRESSING TABLE I EXISTING WOOD FLOOR _ DRAYAGE ES E10 � Ix ------J I DCEDARSHIIGLES i i L 22q 21 3 4 1 I ; 13 EXISTIN N 2 i I EXISTING HORIZOIQR� QUEEN BED QUEEN BED Cr N i `" 1/2" M6.1 i CHASE FOR AC TI N --------------- -- V-10 --------------VO Cell S 12 1 2 24 2 PATCH FL MATCH i EXISTIN I ------- _ i WEE _ 6 i I EXIST.AT MOVED WALLS DOORS 305 — — M6.1 ' I � i EXISTING LOW DOORS MASTER BEDR M EXISTING Low DOORS I BEDROOM FOR ATTIC ACCESS 303 FOR ATTIC SS m EXISTING r 210 EXISTBEDROOM EXISTING WOOD FL WINDOW WOOD PANELING DOORS EXISTING TRIANGULAR EXISTING TRWMLAR I ;l ALL FOUR WALLS WTO REMAIN WINDOWS TO REMAIN 1 WOOD PANELING AT WILLIAM A.LEUTHOLD AR8902 WINDOWS Cubs NORTH AND EAST 1 WALLS ONLY I I 11 I 3 2X4 STUDS t 3-2X4 STUDS EW WINDOW f I N PS L - - - - - - - - - - - - - - - - - - - - - - - - - -I 3A NEW WINDO3)WS EYJSTING WINDOW 2 2 CUDI 13028 FLORIDA SEAL EGRI.SSWINDOW SEW DOW NEW A NDOW r;-IbRES S WINDOW EGRES 3 WINDOW 6-10" IC-0 11 r 4'-21/4" REVISIONS: DATE: 1 /2011 7 27 /2011 51 ATLANTIC BEACH PERMIT 1/6/2012 THIRD FLOOR PLAN v 1/4"=V-0* OPTION Tft DRAWN BY: DATE' WAL 12/1/2011 NORTH APPROVED BY: t WAL CEDAR SHINGLES ON DRAINAGE MAT CEDAR SHINGLES ON DRAINAGE MAT 1�"GW HOUSE WRAP ON 1/2'CDX PLYWOOD WALL FINISH HOUSE WRAP ON 112"COX PLYWOOD DRAWING FILE: SHEATHING ON 2X6 STUDS(OR 2X4 AT INSULATION SHEATHING ON 2X6 STUDS,(OR 2X4 AT WINDOW EXIST.)�16"O.C. EXIST.1�16"o.C. STOOL— RILEY RILEY 2.3 FP HEADE SEALAIV RENOVATIONS AND ADDITIONS PPER FLASHING 5/4 X 4112"CASING SEALANT 314"BED MOULD — — — — ANN RILEY I 514 X 6'CASING l HOUSE WRAP TO FLASHING TAPE OVER WOOD SILL NOSING C (1 112"H X 1314•) Plaruti►ryand Zoning;f—Atlantic Bpepa�hnent OVERLAP FLASHING TAPE FLANGE FLASHING TAPE OVERLAPS CASING CASING FLASHING TAPE UNDER royal verities eompl0lna + aPOis MAIN HOUSE CASING SEALANT 1 zoiningp subdivision and othed local land 149 BEACH AVENUE r FLANGE FLANGE,FOLD OVER INTO SECOND FLOOR PLAN development regulations, but does not constitute ATLANTIC BEACH, FLORIDA SEALANT OPENING&UP SIDES TO NORTH M5.1 approva' or the issuance a permits Compliance FORM SILL PAN 1/4"=1''0" o-,h Florida Building Code and ail o=finer applicable local, State and Federal permitting requirements WALL FINISH CEDAR SHINGLES ON DRAINAGE MAT Cit of Atlantic must be verified by signature of the issuance of a MAIN HOUSE a JAMB EXTENSION WINDOW Beach Building official for to the' JAMB (TENSION I INSULATION HOUSE WRAP ON 112'CDX Building Permit. SECOND AND THIRD PLYWOOD SHEATHING ON 2x6 FLOOR PLANS WINDOW Approved By: t o ent hector STUDS(OR 2X4 AT EXIST.)0 16'O.C. IAMB 2/M2.3 Date: NOTE:DRAINAGE MAT NOT SILL 3/M2.3 HEAD 1/M2.3. TO BE INSTALLED UNDER 3I''=1'-0" op !�' �� CASING 3'=1'-0" M2m3 i a WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 DOOR AND WINDOW NOTES: EXISTIN ROOF i GLASS IN ALL EXTERIOR WINDOWS AND DOORS SHALL BE TINTED TO REDUCE LIGHT TRANSMISSION I 45%TO MEET THE REQUIREMENTS OF SECTION 161.053(5)(C),FLORIDA STATUTES EXISTING FIXED WINDOW 3C I I I REMOVE VANP 0W&CLOSE OPENING _ _ I W/2X4 SPF#2 SDS®12'O.C., EXISTINGROOF ----- 1/2'CDX,HOU�yyRAp&SHINGLES 0 MATCH EX({gT, ------- ------------------------------------------ -------- r- ---------------------� I I NEW ASPHALT SHINGLES TO I I EXISTING CORNICE MATCH EXISTING DETAIL IITII 111111 I EXISTING ROUND WINDOW— i dill lifTil 1111i I I I I NEW AM ING WIN W i I EXISTING CEDAR SHINGLE I iT 11 11 IT 11 1111 Ili I SIDING I I I I EXISTINGEXISTING j EXISTING FILL IN A LOWER D KNEW ASPHALT WINDOW OPENING CRICKET WINDOWS LWINDOWS i L ll I WINDOWS i STAND N ME F SHINGLES TO I I WATCH EXISTING I I I GAL U NEW FIXED CASEM T WINDOW METAL Fi ASHING I 1 I 1 IL________________________________________________ - --------------------J METALEAVE�RIP 1 11 IT 11 111 11 11 IT 11 11 1111 11 1 II IT II IliI I MATCH (STING III II I i 1 I I CORNICE H Lill U _ FASCIA SOLID BEAMSACAPS II II NEW WINDOW W i ® I i E ICTIN i t i AND BASES. H Li 11 ® 1 I I MATCHIN DETAIL I NEW El NEW I i i i 1 I 11 11 IT 11 11 IN 1 I IN i i iAZEK PANEL(COLUMN FACING Ll Ll 11 11 11 IT 11 11 IIITII 11HOUSEWRAP&SHINGLES I I I I SHINGLE BASLE NEWCE ARSHING S 11 ULL l i TO MATCH EXIST AT I ALTERED OPENINGS IH 11 1 1 i t I EW 36-H WOOD HANDRAIL 11 IT 11 11 - 1111 11 Hill 1111 11 111111 1111 � lill 11 111111 Ilull 1.U 11 [] 1 IIITII IIITII Illpilwil 11 IT 11 TI ❑ ❑ 111111 1 IT II I I I I 1 I I I I I I I Hill 111111 illII ------------------------JI II BRICK BA E NEW CEDAR SHINGLES NEW&VICK STEPS BRICK BASE ADDITION BRICK NEER:T O MATCH EXISTING BRICK VENEER T MATCH EXISTING ADpIITION EXISTING ADDITION WEST ELEVATION SOUTH ELEVATION NEW BREAKFAST ROOM Ile=1'4' I NOTE:PATCH SHINGLES AT REMOVED WINVOWS OR DOORS,NEW WINDOW&DOOR LOCATION(&OTHER ALTERATIONS TO EXISTING WALLS City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with appllable zoning, subdivision and other local land development regulations, but does not congtitute approval for the issuance of permits. Complliance EXISTINGASPHALT; with Florida Building Code and all other appll ants Federal e local, State and Federmitting requires ntic SHINGLE ROOF i must be verified by signature of the City of A'� Beach Building Official for to the issuance of a Building Permit. EXISTING D WINDOW Approved By: p I nt Ditk$�r j , 3B Date: �J�-�`r�,,��,(� 11J ll1 IL ---------------------------------------------------------------------- WILLIAM A.LEUTHOLD AR8902 EXISTING ----------------------------------------------- SHINGLE NG --------------------------- NEWASPHALT SHINGLES TO _ �� WOOD TRI TO MATCH MATCH EXISTING EXISTING EXISTIN WOOD S NGLE SIDING , EXISTING ' EXISTING WINDOW EXISTING FLORIDA SEAL OWS METAL F WIND HING STANDING SEAM WINDOW GALVALUME ROOF REVISIONS: DATE UN 4/27/2011 NEWST DINGS ATLANTIC BEACH PERMIT 1/6/2012 GALVAL ME ROOF METAL EAVE DRIP 1 111111 11 IT NEW SO ID VINYL IM NEW SOLID VINYL TRIM 11 11 11 111111ju DRAWN BY. AT FASCIA,SOFFIT, LLL AT FASCIA,SOFFIT, WAL 12/1/2011 BEAMS,CAPS ANDES BEAMS,CAPS AND BASES. ill 11 Ill 11 11 IT 11 I IT II II IT 1 11 IT Li 11. APPROVED BY: 11 11 IT II III WAL AZEKPANELCOLUI I AZEK PANEL COLUMN DRAWING FILE: FACING NEW FACING RILEY MAIN 4.1 ELEV DOOR SHINGLE BASE 11 U Lill NEW W D HAND L NEW WOOD HANDRAIL RENOVATIONS AND ADDITIONS _ TI IIITI SHINGLE BASEIll IT 11 11 IT 11 Ill I L1111_111111 IIIIITI ANN RILEY NEW BRICK STEPS MAIN HOUSE NEW CEDAR SHINGLES 149 BEACH AVENUE BRICK BASE ATLANTIC BEACH, FLORIDA ADDFFION FEXISTING ADDITION MAIN HOUSE EAST ELEVATION ;' NORTH ELEVATION ELEVATIONS j 1/6"=1'-0' SLOPED PORCH ROOF 1/6'=1'-w SLOPED PORCH ROOF M4ml i WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 1/2"AZEK CAP W/COPPER FLASHING OVLER AZEK RAMS CROWN(AN-M) 1X4 AZEK TRIM(11/2'EXPOSED) 1/2"AZEK CLADDING q M5.1 1X2 AZEK TRIM 11/2'SLOPED CAP FROM(2)3/4"PIECE&AZEK TRIM I 1X4 AZEK TRIM 8X16 CMU COLUMN 3 \ EXISTING ROOFING ON EXISTING I I M5.1 \ \ ROOF STRUCTURE I I 12"AZEK CLADDING V-91/2' � I 3/4"X 1 12"AZEK BASE EXISTING FINISH EXISTING FASCIA WOOD PANELING TO \ NEW(2)2X8 SYP#2 HEADER MATCH EXISTING ON \ HIGHER THAN EXISTING EXISTING SOFFIT 2X4 SPF#2 STUDS @ 16" \ NEW WINDOW CASING COLUMN DETAIL 5/M5.1 \\ \\ EXIST.ROOF BEYOND \ \ NEW WINDOWS \ \ I P.T.1X4 FURRING \\\\\ I I 12"AZEK CLADDING 8X16 CMU COLUMN \\\\ EXISTING SHINGLES I I HOUSE WRAP ON 1/2"CDX SHEATHING EXIST.STUD WALL \ \ I I SLOPED SILL BELOW EXIST-3ND EL 1A FLOOR STRUCTURE \ EXIST.ROOFING COLUMN PLAN DETAIL 4/M5.1 EXIST.WALL EXIST.2X4 STUD WALL NEW(2)2X10 SYP#2 HEADER P.T.2X4 FURRING _ I 1/2"AZEK CLADDING BX16 CMU COLUMN HOUSE WRAP ON 12"CDX SHEATHING EXIST.DOOR NEW WINDOW 1 BASE BELOW r I COLUMN PLAN DETAIL 3/M5.1 1"=r-0' END WALL FLASHING 2X8 SYP#2 LEDGER 8 SIMPSON A35 GJNNECTOR STANDING SEAM METAL ROOFING ON SYNTHETIC UNDERLAYMENTS EXIST.2ND FL.WOOD 12 7-2• ON 112'CDX PLYWOOD ON 2X6 FLOOR STRUCTUREREMME WALL SHINGLES 1 12 SYP#2 RAFTERS C 24"O.C. THIS AREA 11 1 U1 (2)SIuIPSON MTS12 UPLIFT 2X6 L •I CONNECTOR SYI'#2 EDC ER& SIMPSON LUS26 HANGER EAVE DRIP 51X8"X 1/4'TUBE STEEL _ 718'CROWN 81X6 FASCIA NEW(3)1 4'X14'2. BEAM,SEE SECTION 1/8.7 1X6 FASCIA 8 2X4 SYP#2 SUB-FASCIA WILLIAM A.LEUTHOLD AR8902 MICRO LVL HEADE 4'CONT.SCREENED VENT 1X6 T&W V-JOINT CEILING X6 T&G V-JOINT SOFFIT I Imo-- REMOVE WALL ON 2X0 SYP#2 CEILING 2 7/8'CROWN 81X8 BEAM CASING JOIST§@ 24.O.C. COPPER FLASHING ON 12'CAP 8 2 I I • 7/a'CROWN @ COLUMNS .. L3VL 71/4 2 of COLUMNS BEYOND-PVC CASING ON L HOUSE URYWOOD ON RRIN 1STRIPPSS 018 CMU I I I COLUMNS(SEE DETAILS 3,4AW.1) FLORIDA SEAL I I I I I � NEW WINDOW REVISIONS: so DATE It I VVOOpIIRAILING(NOT A ATLANTIC BEACH PERMIT 1 /6/2012 REQUIIU RAILING)W/ I I BALUSS SPACED SO I I I I THAT*VI SPHERE WILL I NOT PIS(LESS THAN 30' I I 36"H WOOD HANDRAIL @ STEPS I TO GODS) I I BEYOND W/BALUSTERS SPACED SO j N I THAT 4"0 SPHERE WILL NOT PASS DATE Cit of Atlantic Beach DRAWN BY: NEW 2X6 SPF#2 STUDS I yand Zoning Department CEDAR SHINGLES ON DRAINAGE Nance with app 12/12011 Planning RBP to"O.C. royal verifies comp' licab{e RAIL CAP W/SLOPED TOP CUT die is app APPROVED BY: —EXIST.OFF-GRADE WOOD MAT ON HOUSE WRAP ON 1R'CDX I I FROM 11/2-X51/2 MAHOGANY, subdivision and other local land FLOOR STRUCTURE SHEATHING ON 2X6 SPF#2 STUDS " but does not constitute I R-1 INSULATION 16'O.C. I I RABBET FOR TOP RAIL velopment reg compliance 9 SU ON @ 1X4 T8� r� approval for the issuance of permits. Comp WAL 1T-1 " P•T•2�S�FLO I I with Florida Building Code and all other applicable WATERPROOFING ON EXPOSED JOISTS 18"O.C. requirements DRAWING FILE: TOP RAIL 1 12'X 3112'MAHOGANY focal, state and Fes.;nature r of tthe City of Atlantic RILEY MAIN 5.1 WS SHEATHING SLOPE 1314' I I must be verified by ADD 2X8 BLOCKING IF NO 1 1 1/2'X 1 12"MAHOGANY Offlciat prior to the issuance of a RIM JOIST 8 ISERS ON CONIC. Beach Building S79 PS /6'RISERS812" Building Permit. RENOVATIONS AND ADDITIONS EXIST.PIER BEYOND REMOVE EXIST.BRICK Approved By: pev opment Director ADD NEW 8X16 CMU PIER WI 2- FOUNDATION WALL 8 3-P.T.2X8 GIRDER BALUSTERS FROM 1 12'X 11/2" ANN RILEY INSTALL 8"CMU W/#5 BEYOND 12"0.\<10"HOT DIPPED GALV. " ;t � MAHOGANY SPACED SO THAT 4 0 Date: /k5 VERT.AT NEW BEAM BEARING VERT. 32"O.C. ANCH.BOLTS®24 O.0 8 AT EA �, '�? SPHERE WILL NOT PASS n�' . t2- MAIN HOUSE _i Q GIRDEAt LOCATION P.T.2X8 PLATE rbc' F-1 �—EXIST.FOOTING BEYOND — — 8X I THIN CONT. VENEER W1 2-#5 VERT. 149 BEACH AVENUE EXIST.CONC.FOOTING I 8'CMU FOUNDATION 1 L — — ADD NEW FOOTING AT BEAM N 1 12'X 1 12"MAHOGANY 1 14'-0121 BRICK PAVERS ATLANTIC BEACH, FLORIDA ' BEARING,SEE FOUNDATION — — — J L — — WALL IIS/#5 VERT.� �- — — — — � — 2'-0"X 2'-0'X 10'D CONC. r � PLAN FOR SIZE 8 REINFORCING FOOTING BEYOND W/3- 1 b #5 EA.WAY L_ — — J 14'-0" �"O.Cc- BOTTOM RAIL W/SLOPED TOP CUT i FROM 1 1 MAHOGANY 2 x 312" MAIN HOUSE C0 —� SECTIONS 2'-0"X 2'-0" 1'CCIMPACTED SAND SETTING BED PORCH FLOOR SECTION TO 68 COMPACTED 1/M5.1 4' SOBASE RAILING DET =1.-0. � � IL AIL 2/M 5.1 M5ml I j 3'$1'2' WILLIAM LEUTHOLD 3/8'0 X 8'LAG SCRLEW W/WASHER 2-2X6 SYP#2 BEAM ARCHITECT INC. 100 THRU43OLT W/ ACCESS HOLE FOR4NUT&WASHER, 1'0 WASHER THRU PLUG AFTER INSTAL4LAn� 6X8 CYPRESS#1 2742 HERSCHEL STREET 2X6 STUDS JACKSONVILLE, FLORIDA 32205 Uff 389-5456 ii n n u� n if n II n n 1/2'CDX PLYWOOD 6,, SHEATHING --- -I—{ 4-2X6 SPF#2 STUDS 318"0 X "LAG SCREW W/WASHER 3/8'0 X 8"LAG SCREW W/WASHER CUT FROM 8X12 SS#1 3/8'0 X 8'LAW SCREW W/WASHER, 100 THRU-BOLT W/ __= 3/8'0 X 6'LAW SEW 1"0 WASHER THRU 1 W/WASHER, 2X6 STUDS ACCEIS HOLE FOR NUT&WASHER, PLUG AFTER INSTALLATION i !o \_6X6CYPREffi#I NOTE:ALL CONVECTORS SHALL BE STAINLESS STEEL 3/4 SECTION 4/M5.2 i EXIST.ROOF y 2-13/4 X 91/4'2.0E LVL RIDGE BEAM&(2)SIMPSON A35 CONNECTOR @ EA RAFTER I EXIST.WINDOW 1 D TRIM 2A M5.2 ARCHTTE RAL ASPHALT SHIVDLES VERIFY&MATCH EXIST. ON SYNTHETIC UNDERLAYMENT ON 125112'OPEN CELL 1/2'CDX PLYWOOD ON 2X6 SYP#2 9112 FOAM INSULATION RAFTERS @ 24'D.C. $X4 SYP#1 CLOSURE(FOLLOWS ARCHITEC TURAL A HALT SHINGLES (1)SIMPSON MTS12 UPLIFT PE OF RAFTER) ON SYNT ETIC UND RLAYMENT ON V-21/4" CONNECTOR 1 1'T4 COPPER EAVE DRIP 1/2'CDX YWOOD N 2X6 SYP#2 1X2 FASCIA EXIST.2X4 STUD WALL COPPER FLASHING ARCHITECTURAL ASPHALT SHINGLES RAFTERS 24"O.C. 36 SYP#1'BARGE RAFTER'(SELECT EXIST.2ND FL.WOOD 2X8 SYP#2 LEDGER& ON SYNTHETIC UNDERLAYMEM ON (2)SIMPSON MTS12 PLIFT /2'OPEN CELL FOAM INSULATION FOR GOOD APPEARANCE) 12 101/2' (1C)SIMPSON MTS12 UPLIFT FLOOR STRUCTURE SIMPSON A35 CONNECTONECTOR R 101/2• �gFTERS(a�24'O.C. X PLYWOOD ON 2X6 SYI 2 CONNEC R CEDAR SHINGLES ON DRAINAGE MAT ON WOOD PANELLING HOUSE WRAP ON 1/2'CDX SHEATHING �5 ADD 110 X 3"SYP#2 PLATE tir. ON2X4 SPF#2 STUDS @ 16"O.C. (FASCIA TO ALIGN W/31M5.2) SHINGL 3 (CONNECTOR PSON MTSI2 UPLIFT 2-2X6 SYP#2 TOP PLATE — — 2X4 SYP#2 LEDGER& 11/4*COP DER EAVE IP 1 114'COPPER EAVE DRIP SIMPSON LUS24 HANGER WILLIAM A.LEUTHOLD AR8902 2 2X8 SVM1X2 FASCI (MATCH IST. _ _—_ : Br 1X2 FASCIA 2-2X6 SYP#2 1X2 FASCIA DETAIL) TOP Pl ATE2- 6 SYPI�BEAM CASED 1X6 T&G V,l01NT CARVED RAFTER TAIL TOP PLA 114"COPPER EAVE DRIP W/IX MAWOOD PANELLI G ON 318"PLYW OD B 0ARD (3)2X8 SYP#2 HEADER - (3)2X8 SYP#2 HEADER CEILING ON 2X6 CARVED RAFTER TAIL 2X6 BLOCKING � 2X4 SYP#2 CEI G (3)2X8 SYP#2 2X8 BLOCKING / SOFFIT T MATCH IST. SYP#2 CEILING JOISTS C 24"0 1X6 T&G V,IOINT CEILING ON 2X6 JOISTS 102-2X6 SYP#2 ON TOP OF 24'O.C. BRACKET WOOD SY PANELLING 1X MATERIAL ' I I P#2 ISIS�24'O.C. I � - I _ I CASING TO ALIGN W/ CKET-SEE DETAIL 4/52 CASING WOOD BRACKET- REMOVE WALL I - ADJACENT WINDOWS SEE DETAIL 4/5.2 SHINGLES FLORIDA SEAL I ►- I WINDOW L 5� REVISIONS: DATE:wlNDow I �i I ATLANTIC BEACH PERMIT 1/6/2012 DOOR E 2A/M5.2. EXIST.2X4 STUD WALL SECTION N O I I � I IleDRAWN BY: DATE: CEDARS INGLES WOOD PANELLING DRAINAGE MAT ON �' RBP 1211/2011 WOOD SILL ;� HOUSE WRAP ON 1 CDX SHEATHING WOOD PANELLING FINISH FLOOR AS WATERPOOF WOOD FRAMING& FINISH FLOOR AS CEDAR SHINGLES ON DRAINAOE MAT ON APPROVED BY: ON 2X4 S F#2 STUD @ 16"O.C. FINISH FLOOR AS SCHEDULED ON SCHEDULED ON 3/4' INSTALL 1/4'HARDIPANEL BOARD 2X8 SYP12 SCHEDULED ON 314" HOUSE WRAP ON 1/2'CDX SHEATHING WAL 3/4"STURD-1-FLOOR ON P.T.2X8 STUR04-FLOOR ON BRICK PAVERS ON 4'CONC.SLAB EXIST.OFF-GRADE WOOD LEDGER& STURD-I-FLOOR ON ON 2X6 SPF#2 STUDS 016'0.0- SYP#2 FLOOR JOISTS @ 16"O.C. P.T.2X8 SYP#2 FLOOR W/6X8 W1.4 X W1.4 WWF ON 6 MIL FLOOR STRUCTURE 2X8 SY BOTTOM LATE - JOISTS®16'O.C. �� JOISTS SYP#2 FLOOR DRAWING FILE: -19 INSULATION 1T-11' 1T-1 " VAPOR BARRIER ON COMPACTED, 1T-1 " LUS28 HANGER RILEY MAIN 5.1 WS TERMITE TREATED SOIL BRICK ROWLOCK 2X6 SYP#2 BOTTOM PLATE SLOPE 314 13/4• I ww"m 3/4" y EXIST.4X8 GIRDER P.T.2X8 PLATE W/1/2"0 X 10'MOT RENOVATIONS AND ADDITIONS d 18'-11 112" DIPPED GALV.ANCH.BOLTS 24"O.0 P.T.2X8 PLATE W/112"0 X 10"HOT . a.; ` ' ' R-19 ( DIPPED GALV.ANCH.BOLTS @ 24"O.0 I P.T.2X8 PLATE W/VrO X s INSULATION #5 CONT. ANN RILEY THIN BRI K VENEERY 10'HOT DIPPED GALV. #5 CONT. • EXIST.BRICK THIN BRICK VENEER c0NTANCH.BOLTS @ 24'0.0 8"CMU FOUNDATION WALL •: 2-05 CONT. aD FOUNDATION WALL —8'CMU FOUNDATION WALL 8"CMU FOUNDATION WALL 15'9112' ( 15'-9112 I W/#5 VERT.®48'O.C. 15-91/2 I MAIN HOUSE W/#5 VERT. 48"O.C. D.C. W/#5 VERT. 4 6'X 8"BRICK LEDGE e" 149 BEACH AVENUE — ATLANTIC BEACH, FLORIDA _ L`•—♦ CONC.FOOTING W12-#5 CONT. •_ CONC.FOOTING W/2-#5 CONT. EXIST.CONC.FOOTING CONC.FOOTING W/2-#5 CONK- MAIN HOUSE SECTIONS SECTION 1/M5.2 SECTION 206.2 SECTION 3/M5.2 1/2"=T-17 112"=V-0' 1@'=1'4r M5m2 WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 *ODD TRIM AT WALL 1 (CEILING JOINT WOOD TROM AT WAL / CEILING JOINT EXISTING BEAD (GWB WALLS BOARD WOOD EXISTING BEAD CEILING BOARD WOOD GWB WALILS CEILING I 3B GWB WALLS GWB WALLS WOODdItIASE i FOR AC WOOD CHASE FOR AC RA GRILL I J � EXISTING 71] ACCESS DOORS ' �. WOOD TO WOOD BASE I .6 MAT{COSTING � WOOD BASE WOOD BASE TO MATCH EXISTING— F IN mit HIS�J6.1 INTERIOR ELEVATION 316.1 INTERIOR ELEVATION 2/6-1 TERIOR ELEVATION 116.1 t EXISTING BEAD BOARD FLA �TR A WOOD CEILING CEILINGTO 1X8 TBG V,IONIT VERTICAL PANELING IN I VERTICAL ANgI}ING IN BEDROOM. BEDROOM. a FLAT WOOD TRIM AT CEILING TO WALL J0111 C� EXISTING FDS ULAR DOW I WOOD SING TO MATCH TO RETRIANG MAIN (EXISTING GWB I `r NEW WINDOWS WITH I I _ NEW HEADER TO RAISE s. I FRAME CASIN6 3A HEAD HEIGHT ! $ '` I C� WOOD STOOL AND �u WOOD STOOL APRON APRON EXISTING BEAD BO D I I WOOD BASE TO MATCH PANELIN EXISTING WOOD BASE 1�MA7CH rt ; r EXISTING F = _ V11 SPIRAL TAIR AREJ INTERIOR ELEVATION 616.1 INTERIOR ELEVATION 516.1 12'a 1'-0' WILLIAM A LEUTHOLD AR8902 1 i 1/2'=V-v FLAT WOOD TRIM AT r CEILING TO WALL JOINT k y 4' FLORIDA SEAL t: REVISIONS: DATE: ; ? FLAT WOOD TRIM T ATLANTIC BEACH PERMIT 1/6/2012 { CEILIN TO WALL OINT ? 1X8 T&G,V JOINT VERTICAL PANELI G IN BEDROOM. 7 y;r 1X8 TAG V-JOINT a, if VERTICAL PANELING IN DRAWN BY: DATE BEDROOM. WAL 1211/2011 h i f3 ' TI G FIXED WAL EXIS / ' APPROVED BY: ?s TRIANGULAR WIN OW ' tr TO REMAIN NfEW WOOD CASING TO DRAWING FILE: RILEY M6.1 IE v-10"WIDE CASED OPENING. C� HEIGHT TO WITHIN%,�•OF MATCH EXISTING R,I I RENOVATIONS AND ADDITIONS SLOPED CEILING IN I €? NEW OOD PIC RE ROOM. 4 ' FRAM CASING ,, I ANN RILEY .; MAIN HOUSE 149 BEACH AVENUE W00 STOOL Y ATLANTIC B APREACH, FLORIDA { 7 I WOOD BASE TO MATCH 1 EXISTING MAIN HOUSE W00 BASE TO' ATCH Exls ING INTERIOR ELEVATIONS 716.1 INTERIOR E s INTERIOR ELEVATION ,2•=1'-0' M6l 1/2"=V-0' • r, I i WILLIAM LEUTHOLD ARCRITECT INC. 2742 HE�RSCHEL STREET JACKS01INVILLE, FLORIDA 32205 389-5456 WOOD TRIM AT WALL/ WOOD TRIM AT WALL CEILING JOINT CEILING JOINT GWB WALLS GWB WALLS EXISTING BEAD BOARD WOOD EXISTRAG BEAD CEILING BOARO)':VV00D CEILIN% j ROD AND SHELF 77, � o 3C CASED OPENING WOOD CHASE GWB WALLSLl TO BEDROOM FOR AC GWB WALLS WOOD BASE TO WOOD CHASE _y WOOD BASE TO WooP+dASE TO MATCH EXISTING FOR AC 7711 1 MATCH EXISTING MATCHItXISTING INTERIOR LEVATION 1/6.2 INTERIOR ELEVATION 2/6.2 INTERIOR ELEVATION 3/6.2 INTERIOR ELEVATION 4/6.2 1/2"=l'-O' — — 112"=1'-0• 02.=1'-0' 1/2'=l'-O" FLAT WOOD TRIM AT CEILING TO WALL JOINT. TILE WALLS AND CEILING AT SHOWER GWB WALLS 5 PANEL WOOD DOOR GWB WALLS FRAMELESS GLASS SHOWER DOOR i I TILE TRIM AT OPENING FLAT WOOD CASING TO MATCH EXISTING TOILET WOOD BASE TO MATCH WOOD BASE EXISTING INTERIOR. ELEVA ION 5/6.2 INTERIOR ELEVATION 6/6.2 INTERIOR ELEVATION 7/6.2 INTERIOR ELEVATION 8/6.2 1/2"=l'-O' 12'=1'4' 12 =1'-0' WILLIAM A.ILEUTHOLD ARM2 A l FLORIDA SEAL REVISIONS DATE-, ATLANTIC BEACH PERMIT 1/6/2012 DRAWN BY: DATE: WAL 12/l/2011 AP PRO FUIBY: WAL DRAWING FjILE: RILEY MI,2 IE RENOVATIONS AND ADDITIONS ANIS RILEY MAIN 14OUSE 149 B94CH AVENUE ATLAWIC BEACH, FLORIDA MAIN HOUSE INTERIOR ELEVATIONS M602 I WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389-5456 I ELECTRICAL SCHEDULE DOWN LIGHT:5"JUNO IC20 WITH 440 WH TRIM _ AND 65W BR30 LAMP r SURFACE OR PENDENT CEILING FIXTURE TT SCONCE BY OWNER. INSTALLATION BY WALL ° I CONTRACTOR SPEAKER I SHOWERICLOSET LIGHT:LITHONIA LC6 6" RECESSED HOUSING W/6LF1 TRIM DOWN LIGHT:JUNO ICI WITH 440 WH TRIM WITH 35W MR16 LAMP F® WAC LINE VOLTAGE UNDERCABINET BA-LIX-(X) r------_-----I--------------- Z I G1X42 TUBE FLUORESCENT UTILITY r ---- ------ ------ UNDER-CABINET OR OVER-DOOR Z Ho --- I i \\ I CLOSET LIGHT W/JAMB SWITCH I I 1 2 LIGHT FLOOD I i i I TT DOWN LIGHT:LITHONIA LC66"RECESSED I I I I HOUSING W/602 TRIM AND LIGHTING J I I i I I SCIENCE AMBER PAR 20 LED LAMP I WALL MOUNT EXTERIOR WALL SCONCE: JUSTICE DESIGN i WALL MOUNT SPEAKER I GROUP JGGb940W GLAZED MATTE WHITE W/ _ _______ i I WILDLIFE LIGHTING AMBER LED A-19 — — EXISTING LIGHT FIXTURE TO BE REMOVED F-1 L - - LT F 3D i r----1 NEW II E IS I EXISTING LIGHT FIXTURE TO REMAIN - - - - -- -- - - - - -1 I B I I MAKER TTT WALLIVIOUNT I 2 I IA --r-----1 - _ TELEPHONE OUTLET � SPEA#-R K K I GFI 6 T y O CABLE TV OUTLET � I I T I I I I I I MEDIA OUTLET WITH: 1-CAT-5E AND I-RG-6COAX(M2) i � I 2-CAT-5E AND 2-RGA COAX(M4) I I IIII `I I I I I ® A �\I I �` - I i i LIGHT SWITCH. LEVITON I 3 D 3-WAY LIGHT SWITCH. LEVITON I 1\ / I I i \�� i i i �1� --ry --r- � 11 I I �\ I i i i �I/ i I I $D LEVITON SLIDE DIMMER r---- J I I $J __I _ - - � - - - - - -li- - - - - li i LJ JAMB SWITCH'~ r I I I I I 11 I r 110V DUPLEX OUTLET WALL MOUNT it I 110V GROUND FAULT DUPLEX SPEAKER II I A GFI OUTLET I I 110V WATERPROOF GROUND WP - -1- I FAULT DUPLEX OUTLET EXIST I I I r I EXIST:@ __ NSTI _ I 3SE 220V OUTLET @Ic EXIST B EXIST:@ ' I EXHAUST FAN PROVIDE MOUNTING BOARDS HIDE WIRE ° FOR NETWORK,PHONE AND I B USING WOOD A I CTV. HOME RUN ALL WIRING I ° TRIM AT WALL MOUNT L I TO THIS LOCATION. I CEILING SPEAKER I I I I CEILING FANILIGHT COMBO I rr-11 I SWITCH SEPARATELY II I ------- SPEAKER Ii it I I i _ I — T— I --- ® SMOKE DETECTOR —J L MIST. i A t i OVA i ® CARBON MONOXIDE DETECTOR y I� I II �' I I I F-1 I II III I 3 I ___J Q THERMOSTAT I jLL=.�._,_----- —— — — — — R_,_�r_ �� iLa — _ AO ALARM PANEL - - - - - -- - -L----�-- .. LJ I I WALL � I NOTES: ( I L______-___ �___ J 1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR I I I NATIONAL CODES&ARC-FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210.12. r i RECESSED RECEPTACLES I I I I 2.PROVIDE POWER TO ALL APPLIANCES AND ° OVER MANTEL I I I I EXIST ELECTRICAL DEVICES PER MANUFACTURER'S SPECIFICATIONS.Li I I a EXt3 FLOOR RECIEP�. 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE LOCATION TO$E I I COORDINATED WITH CASING WIDTH TO CLEAR ALT. DETERMINED I I I CASINGS. 4.ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH I I I 2008 NATIONAL ELECTRICAL CODE. II I 5. ANY EXISTING ELECTRICAL DEVICE WITHIN 24 INCHES I I I OF A LOCATION SHOWN AS NEW SHALL BE REUSED I INSTEAD OF PLACING NEW DEVICE.REMOVE ALL EXISTING I I I ELECTRICAL WORK FROM 6.AT EXISTING ELECTRICAL DEVICES TO BE RETAINED I I THIS WALL. ALL DEVICESAND REUSED,VERIFY GROUND AND REPLACE SWf GH I I SHOWN ARE NEW WA_L-L.'Mp� OR RECEPTACLE AND FACE PLATE. ALL SWITCHES WALL MOUNT I I � ` IO�1 SPEAKER DIMMERS WHERE NOTED. WALL MOUNT I I WILLIAM A.LEUTHOLD AR8902 WIR WALL MOUNT SPEAKER I SPEAKER I I I I I l r J J J ( I I FLORIDA SEAL I I 1 1 1 I I REVISIONS: DATE: 4/27/2011 ------------------------L-----T-----------T-------------LJ--- -------------------- - I I I ELECTRICAL 6/8/2011 - I I I �______--___� ( I ( 3.DEP REVIEW COMMENTS 11/2/2011 I I I © I ------ aFIUREDFXUD I I t ATLANTIC BEACH PERMIT 1/6/20 12 REMOVEREMOVED DRAWN BY: DATE- - - - - -- -- - - -- - -- - - - RBP 12/1/201 1 —— —— —— — — — — —— —— —— — — — — I APPROVED BY:WAL -- -- -- -- -- -- -- -WP -- -- -- -- -- -- - -- - _ -- -- -- -- - —j DRAWING FILE: RILEY MAIN 7.1 ELEC i RENOVATIONS AND ADDITIONS ANN RILEY MAIN HOUSE 149 BEACH AVENUE ATLANTIC BEACH, FLORIDA FIRST FLOOR ELECTRICAL PLAN DOOR AND GLASS IN ALL ALLEDOw"°TEs: EXTERIOR WINDOWS AND DOORS SHALL BE TINTED NORTH TO REDUCE LIGHT TRANSMISSION 45%TO MEET THE MAIN HOUSE 1/4"=1'-0" REQUIREMENTS OF SECTION 161.053(5xC),FLORIDA STATUTES ELECTRICAL PLANS MT1 i WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 389.5456 ELECTRICAL SCHEDULE DOWN LIGHT:5"JUNO IC20 WITH 440 WH TRIM AND 65W BR30 LAMP -(Br SURFACE OR PENDENT CEILING FIXTURE SCONCE BY OWNER. INSTALLATION BY CONTRACTOR SHOWERICLOSET LIGHT:LITHONIA LC6 6' RECESSED HOUSING W/6LF1 TRIM I DOWN LIGHT:JUNO ICI WITH 440 WH TRIM WITH 35W MR16 LAMP F® WAC LINE VOLTAGE UNDERCABINET BA-LIX-M G 0 1X4 2 TUBE FLUORESCENT UTILITY H UNDER-CABINET OR OVER-DOOR CLOSET LIGHT W/JAMB SWITCH �(I}- 2 LIGHT FLOOD 4� DOWN LIGHT:LITHONIA LC6 6"RECESSED - HOUSING W/602 TRIM EXISTING LIGHT FIXTURE TO BE REMOVED -0- EXISTING LIGHT FIXTURE TO REMAIN D TELEPHONE OUTLET CABLE TV OUTLET ® MEDIA OUTLET WITH: 1-CAT-5E AND 1-RG-6 COAX(M2) 2-CAT-5E AND 2-RG-6 COAX(M4) NEW RECEPTACLE $ LIGHT SWITCH. LEVITON AT 36"AFF $3 3-WAY LIGHT SWITCH. LEVITON EXI $D LEVITON SLIDE DIMMER $J JAMB SWITCH o �. N\ X1ST EXIOI w I I i 110V DUPLEX OUTLET Cu. 110V GROUND FAULT DUPLEX —_- __— EXISTING ELECTRICAL TO GFI 0BaST OUTLET EXIST A REMAIN IN BATHROOM AND SHOWER WP :0 110V WATERPROOF GROUND FAULT DUPLEX OUTLET I 220V OUTLET EXHAUSTFAN EXIST F�(IST 1ST i IST D EXIST IT CEILING FAN/LIGHT COMBO EXI EXIST -- - SWITCH SEPARATELY FROSTING -- - RETURN AIR �n EXI I I g l i 1 EXI U2 EXISTING ELE TRICAL TO I I I I ® SMOKE DETECTOR REMAIN IN I I IST �n EXISTING ELECTRICAL TO ® CARBON MONOXIDE DETECTOR EXIST ® REMAIN IN BATHROOM AND SHOWER 4� $ r I y� i EXIST IST OT THERMOSTAT ------------------------- I {� I L J I i W D I : IST O OA ALARM PANEL o EXIST L_=._J I 3 EXIS BE ji I I r I 3 I I EXIST E E i i B ® ® L____ =. LU I EXI T EXIST NOTES: I I i I I EXI EXIST EXIST EXIST 1.CONTRACTOR SHALL PROVIDE GFI RECEPTACLES IN �- ALL LOCATIONS REQUIRED BY ALL LOCAL,STATE OR D D 3 3 NATIONAL CODES&ARC-FAULT CIRCUIT INTERRUPTERS ----------- -----_ ___�I�____-_-___ \ \__II____ _T 00 EXIST EXIST IN ALL BEDROOMS PER ARTICLE 210-12. ---� --- B --- C --- -- `�. 2.PROVIDE POWER TO ALL APPLIANCES AND ---- --- --- --- - ELECTRICAL DEVICES PER MANUFACTURER'S L- ------ SPECIFICATIONS. I _ _ _ I L -1EXIST 3.PLACEMENT OF SWITCHES AT DOORS SHALL BE C '1 I I I I COORDINATED WITH CASING WIDTH TO CLEAR ALL ® �� A I I A I I a CASINGS. E E I I i L--__ _____ _ _-1 i I 4.ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH DDS NEW I i i r---- -------- --J EXIST 1 T 2008 NATIONAL ELECTRICAL CODE. L ___---- PANE ZTJC ---A i EXIST i i A o I EXIST 5. ANY EXISTING ELECTRICAL DEVICE WITHIN 24 INCHES Ax I I I OF A LOCATION SHOWN AS NEW SHALL BE REUSED --------- - -------- IST T I i I r INSTEAD OF PLACING NEW DEVICE. EXISTL E -4 I B I tT { j 6.AT EXISTING ELECTRICAL DEVICES TO BE RETAINED 3--1 AND REUSED,VERIFY GROUND AND REPLACE SWITCH NEW I I IST OR RECEPTACLE AND FACE PLATE. ALL SWITCHES THEi I EXIST DIMMERS WHERE NOTED. o EXI LOCATION i � -� � � FJ(IST II EXIS EXIST I I I o WILLIAM A.LEUTHOLD AR8902 A I j A EXIST Co r I I EXIST EXI&jr EXIST t I i EXIST EXIST EXIST I I o fih IST vdb �,✓ FLORIDA SEAT. REVISIONS: DATE'. 4/8/2011 ELECTRICAL 6/8/2011 ATLANTIC BEACH PERMIT 1/6/2012 I DRAWN BY: DATE RBP 12/1/2011 APPROVED BY: WAL DRAWING FILE: RILEY MAIN 7.2 ELEC RENOVATIONS AND ADDITIONS ANN RILEY MAIN HOUSE 149 BEACH AVENUE THIRD FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL. PLAN ATLANTIC BEACH, FLORIDA 1/4"=l'-V NORTH NORTH MAIN HOUSE ELECTRICAL PLANS M7m2 I WILLIAM LEUTHOLD ARCHITECT INC. j 2742 HERSCHEL STREET i JACKSONVILLE, FLORIDA 32205 IN-FILL FLOOR SYSTEM DESIGN CRITERIA 389-5456 1 4' 15'-01/2" 1 4" FLOOR DEAD LOAD =20psf 8'CMU FOUNDATION FLOOR LIVE LOAD =40psf WALL W114#5 VERTICAL TOP OF FOOTING C 48'O.C.AND AT FOUNDATION VE EACH CORNER ,CENTERED UN 1'-8'W X 10'D CONCRETE 15'-91/2' / WINDOW FOOTING W12-#5 1'-8"W X 10'D CONCRETE — — — —— — —— — — —— —— — — CONTINUOUS FOOTING W/2-#594- CONTINUOUS I r - - -- - - - - - - --- -- --1 I P.T.2X8 SYP#2 FLOOR I I I I JOISTS 0 18"O.C. I I ( I P.T.2X8 SYP##2 FLOOR JOISTS®16"O.C. FOUNDATION VENT CENTERED I UNDER WINDOW I I I PROVIDE 2'-0'W X 16'H CRAWL SPACE 3/4'STURDI-FLOOR SUB FLOOR I I I/ ACCESS PLYWOOD SHEATHING.GLUE AND .T.2X8 SYP#2 FLOOR JQjiSTS®16"O.C. I I T FASTEN TO WOOD JOISTS w/10d I I 8 CMU FOUNDATION COMMON WIRE NAILS 0 4'O.C. WALL W/1-115 VERTICAL EDGES AND 8"O.C.FIELD I I I I EACH CORNER AT 9'-1 1/2" I I I I EW FOUNDATION WALL IN FILL FLOOR SYSTEM DESIGN CRTIERIA: 3/4"STURDI-FLOOR SUB FLOOR � � I I IN 1"(VERIFY THICKNESS f LOOR DEAD LOAD =20psf PLYWOOD SHEATHING.GLUE AND FLOOR LIVE LOAD =40pef JOINT __ 6'W X 8"D BRICK LEDGE — I I OF THIN BRICK VENEER) FASTEN TO WOOD JOISTS w/10d I FROM EXIST.BRICK COMMON WIRE NAILS @ 4'O.C. — —1� A L—�—� Wil_—=i-L—JL FOUNDATION EDGES AND 6'O.C.FIELD 1,10" 21'-0 3/�" — — — — —— TOP OF FOOTING 8'CMU FOUNDATION I 4'CONC. W/8X6 WIA I I I DRILL 6'AND EPDXY 2po8##5 x 74• WALL W/14#5 VERTICAL I I ,� X WI A ON w I HORIZONTAL DOWELS INTO EXISTING 16-911? 48"O.C.AND AT I COMPAC ,TERMITE o I I p �IMPsoN LUS28 STAINLESS I CONCRETE FOUNDATION 1'-8"W X 10'13 CONCRETE EACH CORNER —1 ( TREATED —— J I 8.7 97TEEL JOIST HANGER AT I FOOTING W/2-116 — — —— —— —— — — — — — _ FA1CH FLOOR JOIST I 7 CONTINUOUS I ______ 11, 8.1 — — —--—— — — — — —— D AND EPDXY 2pm#6 x 745- I TYPICAL PROVIDE 7-0'W X 1(Mi NDAnpN VENT ( HORIZj=DOWELS INTO EXI)tNG CRAWL SPACE ACCESS I ED UNDER WINDOW 1 I __._-'T._FOUNDATION I P.T.2X8 3 FLOOR JOISTS 18'O.C. - I LUS28 L_ _ ADD 12'x12'CMU PIERt NEW FOUNDATION WALL N ( I r — — — I r — S•7 W/2-#5 VERTICAL I EXISTING FOUNDATION WALL 1'(VERIFY THK2Q�ESS OFT P.T. SYP#12 THIN BRICK VENEER) j tL-- —t-� moi— J I I I—EXISTING FOOTING FROM EXIST.BRICK I I I FOUNDATION •• I — J \SIMPSON LUS28 STAtLESS— ADD 3'-0"X3'-0'X 1'4' ADD 12'x12'CMU PER STEEL JOIST HANGER AT CONCRETE FOOTING IiQ�y/ I DRILL 6'AND EPDXY 2pm#5 x 2-r I 7 2 W/2-#5 VERTICAL EACH FLOOR JOIST 4-#6x2'6'EACH WAY HORIZONTAL DOWELS INTO EXISTING I 8.7 8.7 A1DD 3'-0'X3'-0'X 1-0'deep CONCRETE FOUNDATION I TYPICAL CONCRETE FOOTING W/ I 44x7-0'EACH WAY EXISTING FOUNDATION WALL I EXISTING FOOTING I ADD 12"x12'CMU PER ADD 12 x12 CIIfIU PIER I W/2-##5 VERTICAL W/2-#15 VERTI(AAI, I I F EXIST.FINISHED FLOG I I I �1T-1r I 1 I I ADD 3'4'X3'4-X 1'-0'deep I I ADD T-8-X3'-0!*1'-0'dee CONCRETE FOOTING W/ CONCRETE F%0TING W/ I I L-— —— J 5-05x2'4'EACH WAY L 5-fR5x2'-9"E"WAY TOP OF FOOTING i I 10"deep CONCRETE FOOTING 15'-010 W/ #15 012'O.C.EACH WAY.EXTEND riI I V-81/4' FOOTING 5'BEYOND DIMENSIONS I 8"CMU FOUNDATION SHOWN FOR 8'CMUFOUNDATION I WALL W/1415 VERTICAL I WALL 48'O.C.AND AT — — EACH CORNER i I SHORE EXISTING I � I � FLOOR FRAMING,CUT I iEXIST.OFF GRADE A; NEW P.T.2X8 LEDGER FLOOR STRUCTURE I ADD 3'4"X1'-9'X 1'4"deep —— 4"CONC.SLAB W/6X6 CONCRETE FOOTING w/ CUT AND REMOVE W1.4XW1.4WWF ONB 5pes HORIZONTAL DOWELS I PORTION OF EXIST. MIL VAPOR BARKER ON AND 3pce#16X2'-8' BRICK FOUNDATIONI I 7-9' 8" COMP TERMITE DRILL ALL AND CONCRETE 11-61 ACTED, § MAID EPDXY 2pm#b x 7�8' • TED SOIL INSTALL NEW 8"x18'CMU OPEN HORIZONT �L DOWELS INTO EXISTING I FOOTING '8'-u +�- 3'-6" BOTTOM LINTEL BLOCK STEMWALL 8'6 CONC w/2415 TOP AND 2-85 BOTTOM, R 'FOUNDATION TS 5"x5'x1/4'TUBE I DRILL 6 EPDXY TO X x z4rNG CONTINUOUS,w/ 14#5 VERTICAL TS 5"x5'x1/A-TUBE I TS 5'x5"x114"TUBE HORIZONT WELS INTO EXISTING + *—t—� STEEL C STEEL COLUMN I ETE FOUNDATION I I I I ®32"O.C. INSTALL 2415 VERTICAL OLLIUMN I STEEL COLUMN AND MOMENT FRAME r — —rte I AT EACH TUBE STEEL COLUMN LOCATION AND MOMS FRAME AND MOMENT FRAME I 1 -8 01 1 --- - - N TT_ Tr- -- - - - -- - � T� - - - -- — - - - - -� I WILLIAM A.LEUTHOLD AM= DRILL 6'AND Ef OXY 2pm##5 x 7-6" DRILL 8'AND EPDXY 2pcs#5 x 20 I I I INTO 0 EXISTING CONCRETE F NDATIO HORIZONTAL DOWELS INTO EXISTING �? �? �? CONCRETE FOUNDATION II I � I I .4 , : REMOVE EXISTING'BRICK'STEMWALL AND I I a a EXISTING FOOTING TO REMAIN"AS-IS• II I 8X16 CMU PIER W/ a 2-#5 VERTICAL a a II I STEP FOOTING AS F_ — 8 1— FLORIDA SEAL U- I LL LL < I I GRADE C OHANGE �I I FOR iI I I I I REVISIONS: DATE I c L —'� SL —J 5 I I STEP FOOTING AN6/8/2011 t 8 7-0'X7-0'X10"D PROVIDE 7-0'W X 18'H I a a REQUIRED FOR ATLANTIC BEACH PERMIT 1/6/2012 JL A 5 CONC.EDDYING W/ d 8.7 CRAWL SPACE ACCESS I a di 2- EACH WAY n ~a GRADE CHANG TYPICAL I 2 t 1'-8'W X 10'D CONCRETE I `� FOOTING W/2-#5 I 8X8 CMU PILASTER I 1'-8"W X 10"D TE CONTINUOUS W/1.#l5 VERTICAL I FOOTING W/2- DRAWN BY: DATE: I- - - - - — -- -- -r - -- - -- - - - - -- -- - - — -- -- -� coNTlNuous RBP 12/1/2011 L — - - — - - --- - -- -- -- -- -- -- APPROVED BY: WAL TOP OF FbOTCONC.STEP%�ING 1 8"CMU FOUNDATION I I DRAWING FILE: 8.7 WALL W/145 VERTICAL I I RILEY 8.1 FD 48'O.C.AND AT EACH CORNER.SEE STRUCTURAL DE. FLOOR SYSTEM DESIGN CRITERIA SHEET 8A FOR#5 VERTICALI i RENOVATIONS AND ADDITIONS DECK DEAD LOAD =10psf DOWELS AT 8"CMU COLUMNS =? DECK LIVE LOAD =60psf -- -- -- - - - - -- -- J ANN RILEY 1 10'-T 11'-01/4' 10'-61/4' 11-5114". MAIN HOUSE 1:1 IMF- 149 BEACH AVENUE 1,1l ATLANTIC BEACH, FLORIDA FOUNDATION PLAN I/v=1'-0" NORTH NOTE: MAIN HOUSE A FOUNDATION SURVEY SHALL BE PER[iFORMED AND A COPY FOUNDATION & OF THE SURVEY SHALL BE ON THE SITEE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING;IIINSPECTION OR ALL FLOOR FRAMING PLAN PROPERTY MARKERS SHALL BE EXPO*D 8 A STRING STRETCHED FROM MARKER TO MARKED TO VERIFY REQUIRED SETBACKS. i M801 i i WILLIAM LEUTHOLD ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 6 389-5456 8.8 CONVENTIONAL ROOF FRAMING DESIGN LOADS: BALLOON FRAME GABLE END WA{LIL W/2X8 SPF#2 @ 12"O.C. RAFTER DESIGN DEAD LOAD =10 psf RAFTER DESIGN LIVE LOAD =20 psf i I (3)2'x8' 2-2X4 SYP#2 KING POST, SEE DETAIL 8/8.8 1 I1 2pcs SIMPSON A35 AT EACH RAFTER TO it RIDGE BEAM I+- -- -- --- -- --N I I 11 _ ci A35 CONVENTIONAL ROOF FRAMING DESIGN LOADS: r-------- –=------------ r Z\ d II•- RAFTER DESIGN DEAD LOAD =10psf II I r------ - - T-- RAFTER DESIGN LIVE LOAD =20 psf r ------J I cw 2X8 SYP#2 RAFTERS Q 24 O.C. 2"x4"SYP#2 CEILING JOISTS @ 24"O.C. I i I 11 1 I I > WOOD BRACKET SUPPORT-SEE I i 2-2X4 SYP#2 KING POST, I I I I DETAIL 029'-0' SEE DETAIL 818.8 I I I I 2"x8'SYP#2 I 2)2"x10'HDR i I __. RAFTERS @ 24"O.C. I (2)2'5x10"HDR 2'x6"SYP#2 OVERFRAMING RAFTERS a 24"O.C. -71- 11 ■ — rjEACH "HDR (3)2'x8" (2) LINE p�2t4D FL*ALL I_ ISI T = IRAFTER 0JWALL LED( R I I – – t lLo \� 1 1 1 I 1 I I y I I I •� 1 II �� I I I I I I II N 2'x8' YP#2 W LEDGI i F i a I I I I 11 L — — +ia L--- 11 1I I _ J-J I I -j L-_j (3)1.75'x7.25 2.0E M (3)2"x8"HDR ( 1.75'x9.25'2�E M ' I I I LVL FL BEAM I ICRC E�E3� II � I I ISIMPSOOH2.5�NCHOR I I I[EACH'FfAFTER TO)kAW_j 2"x8"F T,ATTACH TO \ �iAF1ERROO f FRAMING W/I –i-- 12-#10 PCREWIS®EAI I --L74 IINTERSECTI N I I I I I II EXIST. c GAS I I I I I I I I RANGE I I I I 1 I — r i I I I I I EXIST. I I I ------� -_-- REF. I I I r�------------- I I I I — — — L----------------J 1111 IIII i I b I I I I 11 II TS 5"x8'x1/4'TUBE STEEL TS 5'x8'x1/4"TUBE STEEL TS$'4'04"TUBE STEEL HEADER BEAM HEADER BEAM IHEADER BEAM 1 2'x81 SYP#2L – – –– WILLIAM A.LEUTHOLD AR8902 I I I 1 I I 2'x61 SYP#2 WDLL LEDGED BELOW I I I I I I I I I I I 1 1 2pcs SIMPSON A3514T I $ 1pc PSON L AT EACH R TO l TO ALLIS CEILLEDGER WALL 's I A35 LUS28 ) r �Y• �a a i � I 1 I I I 1 I I I 1 I I I I I i I CL t 1 1 I I 1 I I I I I 1 I 1 1 1 1 i FLORIDA SEAL I I I I I I I I I I I – REVISIONS: DATE: r� r� I I I I I I I I 1 i I I 1 I N 0 6/8/2011 - -----�- -- ----��---�T-- 1-----1 --T-1 ----J---- I--` -1-----�---_�-----�---- ATLANTIC BEACH PERMIT 1/6/2012 11 11,001 1 1 1 1 I -- I_--_-i 3)1.75-x7. 2. MI L l(3)1.75"x7 5'2.0E M OLAM L�L I I I I (3)1.75 25'2.Q,� �OLAM VL I DRAWN BY' DATE: -�-- " &� �H _-�_ RBP 12/1/2011 L1 =� �-_�_�— 1== ==�==1 F= =- __�= 1 APPROVED BY: I 1 I 1 I I I 1 I 1 I I 1 I 1 I WAL CONVENTIONAL ROOF FRAMING DESIGN LOADS: RAFTER DESIGN DEAD LOAD =10 psf DRAWING FILE: 1 RAFTER DESIGN LIVE LOAD =20 psf RILEY 8.2 RN 8.7 2x8 SYP#2 RAFTERS @ 24-O.C. RENOVATIONS AND ADDITIONS 2X8 SYP#2 CEILING JOISTS®24'O.C. ANN RILEY MAIN HOUSE FIRST FLOOR ROOF FRAMING PLAN NORTH 149 BEACH AVENUE 1hr=1,4' ATLANTIC BEACH, FLORIDA MAIN HOUSE FIRST FLOOR ROOF FRAMING PLAN M8m2 I II,, I WILLIAM LEUTHOLD ARCHITECT INC. i 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 i 389-5456 i i ; ; i i ❑ ❑ ZZU = II II N i i EXIST.R N F PATCH ROOF DECKING I I &FRAMING AT LA D I I REMOVED CHIMNEY In COST.RIDGE - - - - - - EXIST.ROOF EXIST.ROOF D x WILLIAM A LEUTHOLD AR8= 0 141$ FL7 x II b II x N -- -- HDR 2 2'x10" (2)2'x8 HDR (2)2'x8'HDR (2)2'xB'HDR (2)2"x8"HDR (2 'x1 0 O IpR (2)2"x10 HDR (2)2 x10 HDR L FLORIDA SEAL 1 1 REVISIONS: DATE: 8.7 8 ATLANTIC BEACH PERMIT 1/6/2012 THIRD FLOOR ROOF FRAMING PLAN SECOND FLOOR FRAMING PLAN NORTH 114"=1'-0' NORTH 114"=l'-O' DRAWN BY: DATE: RBP 12N/2011 APPROVED BY: WAL DRAWING FILE: RILEY 8.3FR RENOVATIONS AND ADDITIONS ANN RILEY MAIN HOUSE 149 BEACH AVENUE ATLANTIC BEACH, FLORIDA MAIN HOUSE SECOND $THIRD FLOOR FRAMING PLANS I M8m3 BALLOON FRAME GABLE END WALL w/ WILLIAM LEUTHOLD 2%6" SPF No.2 STUDS ® 12 O.C. SHEARWALL SPECIFICATNONS 3pcs 2"x6" SPF No.2 JACK STUDS. SPLICE TOGETHER w/ ARCHITECT INC. 1/2" rr „ n - ,r SW 1 INSTALL /2 CDX PLYWOOD SHEARWALL SHEATHING OVER 2 ROWS 12d COMMON WIRE NAILS 1pc SIMPSON A35 TOP 2742 HERSCHEL STREET VERTICAL STRUCTURAL TIMBER 2"x6" SPF No.2 STUDS AND FASTEN WITH 8d COMMON ORE ® 12" O.C., EACH SIDE INTERIOR AND BOTTOM, EACH SIDLE- JACKSONVILLE FLORIDA 32205 P $ NAILS ® 3 O.C. EDGES AND 6 O.C. FIELD. INSTALL SSpF "'''' "''' ' AND 3pcs 2x6 SPF NO.2 FULL " „ FASTEN TO HEADER, MU L, SEE DETAIL 6/8.4 HEIGHT TUDS EACH SIDE OF No.2 BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL OME BOTTOM PLATE, AND 389-5456 FL. CORP. AA2755 5/S„0 THREADED ROD (TYPICAL 2 LOCATIONS) WINDOW rPENING (TYPICAL) PIECE 5/9"O DIAMETER ALL THREAD REACTION CONNECTtpR µ A MULL SUDS w/ SHEARWALL REACT110N ROD AT EACH END OF SHEARWALL SEGMENT. 12-8d x 1'/z" NAILS. CONNECTOR EACH E Np t FRAME EXTERIOR CHRISTOPHER C. KATHE INC. NOTE: SPLICE ALL MULTI-PLY .... SW-2 INSTALL '/z" CDX PLYWOOD INTERIOR SHEARWALL SHEA {ING WINDOW !....._ WINDOW ' OF SHEARWALL SEGME'_NT SW-1 3 3 SW-1 BEARING WALLS w/ HEADERS TOGETHER w/ 4 ROWS 0 �` _ 0 OVER 2"x4"/2"x6" SPF No.2 SUDS AND FASTEN WITH 8dTA CONSULTING STRUCTURAL ENGINEER 12d COMMON WIRE NAILS I M. 2"x6" SPF No.2 " " m_ 420OSCEOLAAVENUE " COMMON WIRE NAILS ® 3 O.C. EDGES AND 6 O.C. FIEtp, EXTERIOR " 0 12" O.C., EACH LAYER r � M2 x8" "" � STUDS ® 16 O.C. 1 INSTALL SPF No.2 BLOCKING AT ALL HORIZONTAL JOINT, WALL SHEATHING PLYWOOD CDX •° JACKSONVILLE BEACH FLORIDA 32250 INSTALL TWO PIECES SIMPSON CS16 FLAT STRAPS AT EACH 3pcs 2"x6" SPF Nr0,2 �,� DININ ROOM 8'8 END OF SHEARWALL SEGMENT To FLOOR BEAM BELOW. (808)217-4707 VERTICAL STRUCTURAL TIMBJER _ 3 "' VERTICAL STRUCTURAL MULL B35 FL P.E. 36820 MULL SEE DETAIL 6/fi8.4 5 '� S m 8.10 r� NOTE: SPLICE ALL MULTI-PLY ' ' ; 8.10 N J a �, _ 3pcs 2"x6" SPF N0:+2 SW-# - INDICATES '/z" CDX PLYWOOD SHEARWALL AS PER SCHEDULE AT DINING ROOM WINDOWS ccka�e(c�gmaiLcOm 1.75"x11.25" 2.0E MICROLAM (TYPICAL 2 LOCATIONS) II, m VERTICAL STRUCTURZAL TIMBER " a - `� F • - INDICATES ONE PIECE 5/8 DIAMETER ALL-THREAD DETAIL LVL HEADERS TOGETHER w/ 5 NEW BRACKET SUPPORTED ENTRY - � - ` `'' -' w F a MULL SEE DETAIL 9/8.4 6 oxo [ �i 0 o ; REACTION CONNECTOR ROD ROWS 16d COMMON WIRE NAILS ROOF. SEE ARCHITECTURAL € I N ,,,in S2 N a (TYPICAL 2 LOCATIONS) 8.4 SCALE: V/z" = 1'-0" ® 12 O.C., EACH LAYER SECTION 2/5.2INDICATES THE NUMBER OF FULL HEIGHT 2"x6" STUDS " " 1 » „ „ a� FRAME NEW I€INTERIOR .,. FASTEN NEW WALL [FRAMING TO EACH SIDE OF THE DOOR OR WINDOW OPENING. INSTAL TVVO 3pcs 2x6 SPF No.2 JACK /2 CDX PLYWOOD 3pcs I p s 2x6 SPF N0.2 SHEAR; ALL w EXISTING WALL FRAMING AS PIECES FULL HEIGHT SUDS EACH SIDE MINIMUM. STUDS. SPLICE TOGETHER w/ WALL SHEATHING VERTICAL STRUCTURAL TIMBER n » / PER DETAIL X 8.4 ��- 2 ROWS 12d COMMON WIRE NAILS 1pc SIMPSON A35 TOP 2 x4 PF No.2 MULL, SEE DETAIL 7/8.4 ; '� i �� 1) SEE DETAIL 1/8.4 FOR TYPICAL SHEATHING NAILING PATTERItIfg• � 12 O.C., EACH SIDE EX RIO, AND BOTTOM, EACH SIDLE. STUDS 0 12 O.C. 2) PROVIDE A MINIMUM OF A 2 STUD END POST AT THE END ®F ALL """ ""'" FASTEN TO HEADER, PLATE, FRAME EXTERIOR r7 - ,� SHEARWALL SEGMENTS. AND MULL STUDS w/ BEARING WALLS w/ ADD INTERIOR ADD INTERIOR » r, » li SHEARWALL SW-2 '' SHE��RWALL $W-2 3) SHEARWALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING 12-8d x 1'/z" NAILS. 2X6 SPF N0.2 THIS SIDE THIS SIDE 1V31): z %"0 THREADED ROD _„ "` - ' + "....,,, WALL UNLESS INTERSECTIONS ARE SOLID 2"x4" FRAMING NAIILED , S EARWALL REACTION STUDS CSD 16 O.C. xTO ",,, Z TOGETHER WITH 10d COMMON WIRE NAILS AT 4 MINIMUM (RILL MEMBERS). WINDOW DOOR CONNECTOR EACH END 3 �� a REFRAME NEW INTERIO , w. I BOUNDARY of ROOF OF S EARWALL SEGMENT SW 1 U' AGE CASED OPENINGS!, w/ SHEATHING FLOOR INTERIOR 2 2 = 0 SW-1 =, � 2 1 pc 2"x4:nDSPF N ' 2 A Ix SHEATHING OR WALL . .. . . .. . a iii S 1Pc 2".-,6" SRF NO.2 JACK STUD � ;JACK STUD AND 2 Cs SHEATHING . .. AND 2 cs 2' 6" SPF No.2 FULL N = I ao 3)2 x8 ' " ' FRAME NEW INTERIOR 3 �� r' ... �„c�Im ""�"""""""'2"x4" SPF NO.2 FULL��t x ( )}2 x8 (2)2 x8 HEIGHT STUDS, EACH . REFRAME EXISTING Ik<ITCHEN WINDOW PLYWOOD VERTICAL STRUCTURAL MULL HEI HT S UDS EACH SIDE OF , PARTITIONS w/ II��s; WI DOW OPENING TYPICAL ' ' N " •' NJ SIDE .� / 1pc 2"%4" SPF No.2 JA AT FRONT ENTRY DOOR (TYPICAL) ^ 2x4 SPF No.2 OPENING w „� N 'v POWDER "'- STUDS 0 12" O.C. F�oY�R"` 0 �Il�ng FRAME NIEW INTERIOR �" � STUD AND 3pcs 2"x%4'" SPF No.2 • � DETAI L r,,,R, .. . . .. . , PARTITIONS w/ - II FULL HEIGHT STUDS;, EACH SIDE NAIL SPACING AT ' •' • 3 I �� :..::_, . ,r n �, SUPPORTED EDGES " SCALE. 11/2" = V-0" MI Q.6% R.n 2 OE 5.2%"x14 0" 2.0E TUSH 04 ! . 1 z '-'� 5 25"x7 25 N z SAM (3)2"x8"„ HTn6 MI 5.2%"x14.0" LVL BEAM 'STUDS ® 12'0 �' SEE NOTES OR SCHEDULE 2"x6" $ is ;i : ... ::.. .,.,,,,,,.. J: . HTT'I PF No.2 JACK z �� a; (3)2"x8-- „ HHUS5:5'/10" C N ''!• . cs 2x4 SPF NO EXAMPLE OF UNSUPPORTED STUDS. SPLICES TOGETHER w/ 3a " " (� FRAME-IN EXISTINI V'+ 4p 2 2 ROWS t OM REFRAIME NEW IN _ "SII'K � UNBLOCKED PANEL EDGE. WIRE AILS p a� i 3 .. VERTICAL STRUCTURAL TIMBER ) ADD 3 cs DOOR OPENING w -� UNSUPPORTED PANEL EDGE EACH AND SBOTTOM EACH N A35 OSIDE- • • . IMPSO x p _£ =-W_ CASED OPENING w/ y / �+II INTERIOR w MULL, SEE DETAIL 91/8.4 __::::::::. _...: , 2"x6" SPF NOr2 o �� 2"x4" SPF No.2 � IS TYPICAL CONDITION TUBE U EAC FASTEN TO HEADER BUCK, or�� n „ STEEL MOMENT--\ _ 3pcs Z x6 SPF NO.2 € » _� UNLESS BLOCKING IS BOTTOM FRAME ABOVE PLATE AND HEADER BEAM STUDS ® 8 O.C., _ -== MULL SUDS w FASTE NE WALL FRAMING TO InLtFaTla JACK STUD AND 2 CS k REQ'D BY SCHEDULE __,:_ / SUPPORT STUDS ,,„ 12-8d x V/z" NAILS. EXISTING WALL FRAMING AS N 2"x6" "SPF NO.2 FULL N OR NOTES PER DETAIL X/8.4 STORAGE HEIGHT( STUDS, EACH 3 . _ SIDE to NAILING TO SUDS, FLO3OR WINDOW WINDOW KITCHEN Icy INTERMEDIATE JOISTS, OR __ EXIS ING WALL FRAMING ,,,.. " 0 REMAIN "AS-IS" FRAME NEW INTERIOR NDIAROOM O.C. UON ROOF JOIST EXTERIOR /z» CDX PLYWOOD 'u SHEARWALLw/ EXISTING WALL REFRAME EXISTING WTCHEN WINDOW 2"x6" SPF No. µ FRAMING TO I FRIG OPENING w/ 1pc 2" 4" SPF No.2 JA WALL SHEATHING ADD Ipc s► Pso EXAMPLE NAILING PATTERN FOR SHEATHING; HTT16 EACH SIDE STUDS ® 16" O.0 REMAIN "AS-IS" STUD AND 3pcs 2"xA" SPF No.2 - VERTICAL STRUCTURAL MULL OF R:IEFRA ED LL OPENINGS, SEE """� _ _ me ��-_,,,:; �� FULL HEIGHT STUDS,( EACH SIDE ON ROOF, FLOOR. AND SHEARWALLS ___ DETAIL 11/8.4 i. -- NG ROOM WINDOWS t SW-2 ADD ,NSI-� ADD 5.25"x7.0" 2.0E �� ADD 1pc SIMPSON HfTT16 EACH SIDE , DETAIL N sfIEARwALL _:. P, HH1S5.50/10 _:, _ oo THIS SIDE 1 ARALAM PLUS PSL ;; OF REFRAMED WALL OPENINGS, SEE 8 ::__ } DETAIL FRA ENE WINDOW OPENING �x P•.T. POST AT FLOOR [ 5.25"x14.o" 2.aE 8.4 SCALE: NTS ' ADD 5.25"x7.0" 8.7 MICROLAM t;Vl_ *' STO GE DETAIL 11 8.4 = V-0" • : "'° " / 8.4 SCALE: 11/2" w/ 1 c 2"' 4" SPF No.2 JACK . ' 2.0E PARALAM BEAM SUPPORT FLOOR HEADER BEAD n TOP PLATE SPLICE STUD A D 2 cs 2"x4" SPF No.2 N II _ ri = I _ ADD 3pcs 2"x4" SPIF N0.2 2"x4*,. PLUS PSL P.T. AT EXTERIIOR WALLS, 4pcs 2x4 SF No.2 JACK FULL HEIGHT STUDS, EACH SIDE cn 5.25"x1q.•0" 2.0E MICROLAM LVL � Nw - HEADER BEAM SUPPORT STUDS TOP PLATE FASTEN %ALL SHEATHING STUDS. SPLICE .TOGETHER w POST AT FLOOR I FLOOR HEADER BEAM w/ 2"x6" SYP. NO.2 DOUBLE SPLICE TO DBL. TTOP PLATE w/ 2 ROWS 12d COMMON WIRE NAILS 1pc SIMPSON A35 TOP : �g N o BEAM SllPPQZT 3 0. 2pcs /a" STEEL FLITCH PLATES 3 a TOP PLATE. FASTEN 4'-0" MIN. 8d COMM+CpN WIRE NAILS 12" O.C. EACH LAYER INTERIO AND BOTTOM EACH SIDS _�� FRAME NEW INTERIOfR TOGETHER w/ 10d COMMON _ IN-FILL PARTITION v4v/ ® 3" O.C.. STAGGERED Z J ADD SIMPSON HHGU7.25-SD� a " . EN TO HEADER, o a ,� WIRE NAILS ® 16 O.C. INTO BOT[ PLATES __: BOTTOM PLATE, AND • k \� . I 1K_4 ilii V m HIGH CAPACITY GIRDER HANQ =R °D 2"x4" SPF No.2 PROVIDE 3-10d COMMON WITHIN 241» OF ANY MULL SUDS w/ ~ (TYPICAL EACH END) w,,,., n _ BRICK ISJ �T w J ' uj w J STUDS ® 12 O.C. WIRE NAILS EACH SIDE SPLICE. (TfYPICAL) 12-8d x 1'/ " NAILS. CHIMNEY E FIRE 8.8 wow =III= c Q OF SPLICE (TYPICAL) z _��' W LIVING ROOM I ING _ I N = ni w EXISTING STAIR FRAM 24" MAX. AT WINDOW � = T L WINDOW ' �# LIVING ROOM WELD SIMPSON HHGU7.25-S o o- TO REMAIN AS-IS" 5/."0 EXTERIOR WALL x J . , III o .Q d / 0 THREADED ROD N :. �� o°� HIGH CAPACITY GIRDER HAN ;R o ' _..r, :.:.... EXTERIOR CONDITION x J x J EXISTING WALL FRAMkING EXTERIOR /2" CDX PLYWOOD LL FRAME EXTERIOR 1j III q TO SIfpE OF TS5"x8"x'/4" BE r TO REMAIN "AS-IS" DBL TOP PLATE SPLICE DETAIL WALL SHEATHING HIMNEY WALLS w "�La ail; '� N / � 8.5 N (TYPICAL 2 LOCATIONSO � Lt► 'VERTICAL STRUCTURAL MULL 219 4" SYP No.2 FULL N TYPICAL 3pcs 2 ;6" F NO.2 3pcs 2"x6" 'F NO.200 � 2 D ETA[ L " VERTIC ST UCTURAL VERTICAL ST :: CTURAL '' rl t sw a » _ " AT NEW KITCHEN WINDOWS EIGHT, STUDS ® 12 O.C. ' _ ToM 8.4 SCALE. /4 - 1'-0" 2 z TIMBER LL, SEE •mss' c� �_ N TIMBER U SEE FRA E NE WINDOW OPENING ^ N TS s•Xs•XY.- DETAIL;'„ '/ .4 DET L 8 8.4 - • , ? 9 DETAIL w/ 1 c 2 4 SPF No.2 JACK TUBE STEEL / eI S STEEL �- " " n COLUMN TUBE STEEL MOMENT FRAME ; ' COLUMN IF NO BOLT IS 2 x6 IPT. SYP No.2 8.4 SCALE: 1'/2" STUD A D 2 s 2x4 SPF No.2 ;,. ,,,. r,..„ MIN X LOCATED AS SHOWN, PROVIDE SILL SLATE w FULL HEIGHT STUDS, EACH SIDE , \;.�;:::--- --- 1/2"0 " " . , .;, ; TS s Xs X/ TS s xs x/4 ATHREADED ROD, w/ 3pcs 2x4 SPF No.2 JACK TUBE sTEE TUBE STEEL TUBE STEEL` 5'/2" MINIMUM EMBEDMENT p I SUDS. SPLICE TOGETHER w COLUMN = _: _ r COLUMN. ' • : COLUMN w / ;' ;''' '_ • ,rid z w/ 2"x2"x'/2" PLATE WASHER 2 ROWS 12d COMMON WIRE NAILS 1pc SIMPSON A35 TOP > » BUTT JOINT " CHRISTOPHER C.KATHE FL P.E.36820 PCs x6 P.T SYP NO.2 3pcs 2"x6" SRF N0.2 .: '.' S TO 8 CMU STEMWALL BELOW ® 12 O.C., EACH SIDE INTERIOR AND BOTTOM, EACH SIDE. p I`I n „ FASTEN TO HEADER, UPPORT STUDS AT r� ; . 3pcs 2x6 P.T SYP NO.2 VERTICAL STRUCTURAL TIMBER 8.6 '' PO CH BEAM BEARING : . SUPPORT STUDS AT PROVIDE AT A DISTANCE OF NO rI[�I ;• BOTTOM PLATE, AND ll 0 0 • I . ' .. : :. L, 4/8. _ =II I �yIG LESS THAN 6" AND NO MORE ,'-p" g" �w/ MULL, SEE DETAIL 4 �n MULL SUDS CAL 2 LOCATIONS) (TY _: .. _ PORCH BEAM BEAR[ '' TYPICAL 3 LOC �� » w 12-8d x 1'/2 NAILS. HTS24 '_ ao "� ) MAX. MIN. ( LOCA •�.•, . :. � • ' � "' ' � � � � THAN 12 FROM ALL BUTT • ��„ ). 1 (TYPICAL 2 LOCATIOINS AD 2 SIMPSON HTS24C3�x x ; ° JOINTS IN THE SILL PLATE WINDOW WINDOW , p 1 - - I = �� °N :. :. . INSTALL "x6 TONGIVE AND _ R. TWESTED TRA S AT EACH PORCH 'PORCH. ` ::. N �� k _.._w, w. HEADER BEAM 0 SUPPORT STUDS ''� DIAPHRAGM. SILL PLATE BUTT JOINT DETAIL EXTERIOR � � I: _ :.:. • n D 'THIN S /2 CDX PLYWOOD 1ST GROOVE CEILING _ TYPICAL �,� i 8 x16 CMU (COLUMN w ; ;,; BLIND NAIL w/ 6d 5 LES WALL SHEATHING FLORIDA SEAL (TYPICAL) / DTI aC .2-#5 VERTICAL EACH CELL. STEEL FINISH NAILS ,AT EACH 3 E A L 8"xc16"x1 CM CORNER COLUMN ISEE DfETAIL 4/8.4 .. ( CEILING JOIST INTERSECTION 8.4 SCALE: 3/4" = 1'-0" VERTICAL STRUCTURAL MULL g REVISIONS: DATE: 2-#5 V TICAL EACH CELL. DEP PERMIT UE 04126/2011 (TYPICAL 2 LOCATIONS)-.`-`' ; _;} 8%16%16" CMU CORNER COLUMN AT SECOND/THIRD LEVEL WINDOWS REVISION � 09/13/2011 SEE DETAIL 5/8.4 w/ 2-#5 VERTICAL LEACH CELL. 1'-35/8" (3)1.75"x7.25" 2.0E. `:: .(3)1.35%7.25" 2.0E (3)1.75"x7.25" 2.0E 10 DETAIL (TY CAL 2 LOCATIONS) _; ° SEE DETAIL 5/8.4 III MICROLAM LVL BEAM MICRO�ILAM LVL BEAM... MICROLAM LVL 13EAM.• �s/ " " ..:• ,,.. �.m.... .......:. . _ �,,,,,_,,,M �..: _._,_.: : s ( YPICAL 2 LOCATIONS) 8 8.4 SCALE: 1 2 = 1 -0 T `��-��*.R..T T.RR..••i.R<t -- tR_-`�4.l.tR ,A..l.P*ATR0.R tR.. .� w. M.T...1R[ ..v.1,STTRt, .p. -'RL"!T„S w„!R!•F•",..: ZE'wetaGT.S« � \ NOTE; SE ARC ITECTURAL ,.:, _ : ,.amu, _ .. :: _ _ . DRAWN BY: FILL ALL CELLS SOLID DATE PLANS AN WIN OW/DOOR t \ w/ CONCRETE GROUT 1pc SIMPSON HTT16 CCK 04/2612011 „ „ , , ,„m __...., k a HOLD DOWN w/ 18-16d ALL DRILLED AND EPDXIED D011�'ELS MANUFACTUR RS QUIREMENTS ............ " ' \ k T = MMON WIRE NAILS BY. FOR ACTUAL ROU H OPENING , ,„, CO SHALL BE INSTALLED WITH SIMIPSON ROVED ' ' STRONG-TIE "SET" TWO COMPdif`1ENT CCK FIRST LEVEL MODIFICATION 2-#5 VERTICALS I = I DRILL 10" AND EPDXY pI�IENSI NS. OMINAL � _ , =k _ _� , , \_ ' ; ; _ = EPDXY ADHESIVE OR EQUAL. pIMIENSIO S S WN FOR IN EACH END CELL :. .; 5/a"002" JOB NO. FILL BOTH CELLS SOLID THREADED ROD, INSTALLATION SHALL BE IN WASHER, AND HEX NUT ACCORDANCE WITH THE iGENE ALL YOUT. ;.: ` w/ CONCRETE GROUT ; ; ; ;. ,•: . I ' n _r, x ;.' INTO EXISTING 8 CMU MANUFACTURERS INSTRUCTIONS+• AND SHEARWALL FRAMING P LS z .: _ - w _ #5 VERTICALS , .. „ --, STEMWALL BELOW. RENOVATIONS AND ADDITIONS FRAMING NOTE GEN RAL SCALE: 1/4" = 1'-0" .�, IN EACH END CELL 2-#5 VERTICALS AT '`� � �`, CORNER CELL ; I SIMPSON HTT16 TENSION TIE HOLD DOWN ANN RI L EY CONTRACTOR 0 ColRDINATE `.' ': }'`�� LOCATION OF RAMI G MEMBERS 1) ALL NEW EXTERIOR BEARING WALLS �SH�ALL BE 'CONSTRUCTED w/ DETAIL MAIN HOUSE WITH HVAC DU T W RK AND DBL 2x6 SYP No.2 TOP PLATE, 2x6 SPF N(0.2 STUDS ' 11 ELECTRICAL FI TORE LOCATIONS. Cc} 16" O.C., AND 2"x6" P.T. SYP No.2 BOTTOM[ PLATE, U.N.O. S ATLANTIC 8.4 SCALE: NTS 149 BEACH AVENUE ................................................... _ _ _:___::r.,.,,,,_., :::.._ ' INDICATES TIMBER FRAMED ♦ I N D I SATES 1 C SI M P S ON H TT16 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ALL DRILL A D E OXIED THREADED EXTERIOR WALL p 8"x16" CMU COLUMN SEGMENT 8"x16%16" CMU CORNER COLUMN SEGME-T ESTABLISHED INSECTION 62e,33.007FLORIDA ADMINISTRATiVECf E. �N HOUSE STUDS SMALL E IN TALLIED X INDICATES 1pC SIMPSON HTS24 WITH SIMPSON STRO G-TIE "SET" INDICATES TIMBER FRAMED 2. THEMAIN WIND FORCE �ON6,ANSUA CE7-MG'MINIMUM MDESIGN OGNEDINACI BUILDINGS DETAIL D E TA I L ANSUASCE 7-05'MMIMUM DESIGN LOADS FOR BUIN� FIRST FLOOR PLAN OR 11 pc SIMPSON MSTA24 STRAP 4 5 TWO COMPONENT EP XY ADHESIVE INTERIOR WALL i " AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADSASSO�IATED FRAMING PLAN OR EQUAJ-• INSTALL ION SHALL == INDICATES HEADER BEAM 8.4 SCALE: 1'/2" = 1'-0 8.4 SCALE: 1'/2" = 1'-0" WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. B E I N ,4i�C 0 R ANC WITH THE 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THOR USE MANUFACTURES IN RUCTIONS. INDICATES 1%6" TONGUE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCO�ANCE AND GROOVE CEILING DIAPHRAGM WITH SECTION BOFTHE•MINIMUMDESKi�ILOADS FOR BUILDINQ9�D � OTHER STRUCTURES•MENTIONED IN NOTE 2. 84 i I i ADD 1pc SIMPSON H2.5 UPLIFT (n.01 ADD 1pc SIMPSON H2.5 UPLIFT ° ° WILLIAM LEUTHOLD CONNECTOR AT TOP AND CONNECTOR AT TOP AND BOTTOM OF THESE STUDS BOTTOM OF THESE STUDS ARCHITECT INC. 2742 HERSCHEL STREET JACKSONVILLE, FLORIDA 32205 ADD 1 pc SIMPSON MSTA24 ADD 1 pc SIMPSON IMSTA24 H2.5 389-5456 FL. CORP. AA2755 STRAP EACH SIDE OF STRAP EACH %IDE OF 3'-0" WINDOW HEADER OR EXISTING 2"x4" 3'-0" WINDOW HEADER OR EXISTING 2"x4" CHRISTOPHER C. KATHE INC. -.. _..,__.. _..._.................... 2pcs SIMPSON MSTA24 DOUBLE TOP PLATE DOUBLE TOP PLATE STRAP EACH SIDE OF CONSULTING STRUCTURAL ENGINEER 6 -4 WINDOW HEADER (2)2"x8" 2pcs FULL HEIGHT (2)2"x8" 2pcs FULL HEIGHT SYP N0.2 2"x4" SPF NO.2 2"x4" SPF N0.2 420 OSCEOLA AVENUE SYP N0.2 JACKSONVILLE BEACH, FLORIDA 22 STUDS EACH SIDE C , 0 3 50 „ HEADER BEAM » ,r HEADER BEAM STUDS EACH SIDE EXIS TIN 808 217-4707 Ii � 2X4 0 EXISTING 2X4 OF NEW/MODIFIED OF NEW/MODIFIED STUDSWINDOW OPENING, STUDS WINDOW OPENING, FLP.E. 36820 ockaftII com MINIMUM. SEE MINIMUM. SEE 9 s FRAMING PLAN FRAMING PLAN NEW ROC*BELOW ADD 2"x4" SPF N0.2 STUDS ADD 2"x4" SPF NO.2 STUDS ROUGH AS REQUIRED TO MAINTAINROUGH AS REQUIRED TO FILL 1 pc 2"x4" SPF N0.2 OPENING 12" O.C. SPACING 1 pc 2"x4" SPJF NO.2 QPENING IN WALL OPENING CRIPPLE STUDS EACH CRIPPLE STUD6S EACH SIDE OF 3'-1" OPENING. SEE ADD 1 p SIMPSON HTT16 SIDE OF 3'-1" OfPENING. SEE ADD 2 cs SIMPSON MSTA24 ARCHITECTURALS HOLD DOWN EACH SIDE ARCHITECTURALS P OF REFRAMED WALL FLAT STRAPS EACH SIDE OF REFRAMED WINDOW OPENING, OPENINGS FROM UPPER STUDS TO LOWER WALL STUDS NEWY EXISTING WALL NOTE: ROOF�eoW FRAMING TO NEWWINDOi IN FASTEN THE H2.5 w/ r__........... :REMAIN AS-IS E IBTINGOPE INGAL 4L 10-8dx1 1/2" ,. JI _................ :...... COMMON WIRE NAILS FRAMIIWG AND STRAPPING AT TYPICAL FRAMING AND }STRAPPING AT TYPICAL I FASTEN THE MSTA24 EXISTING WALL FRAMING TO FRAME NEW INTERIOR NEW MODD7IFIED EXTERIOR WINDOW OPENING w/ 18-10d COMMON NEW/MODIFIED EXTERIOR WINDOW OPENING EKIS"IlNGWlND0 PARTITION w € -EXISTING WIND » n • ::: `< / , WIRE NAILS REMAIN AS-IS TORE IN AS-I BATH 2"x6" SPF No.2 TCR�IN SIB AT FIRST LEVEL RENOVATED MAIN HOUSE AT SECOND LEVEL RENOVATED MAIN HOUSE EXISTING WINS UIS IO WINDOW STUDS @ 12" O.C. TO REIN"AS4S° T IN SAS ISS I FRAME NEW wINDO OPE ING / 1 DETAIL 2 D E TA I L - ' EXISTING W FRAMING / / ' w/ 1pc 2"x4" SPF o.2 ACK m...M..... ....... «.mm._._ �- , SHOWER AL AM 8.5 SCALE: 1 2 = 1 -0 SCALE: 1 2 = 1 -0 STUD AND 2pcs 2"x4" SPF o.2 L 8.5 SHOWER TO REMAIN "AS-IS" FULL HEIGHT STUDS, IDE cvADD 1pc SIMP�ON H2.5 UPLIFT ADD 1 c SIMPSON ° ACH ° V_�x FRAME NEW INTERIOR LINEN ,, CONNECTOR Al TOP AND MSTA24 FLAT STRAP PARTITION w/ [514 ' BOTTOM OF TINE STUDS AT MULL STUDS i SE 2"x6" SPF No.2 ° EXISTING WALLFRA ING N STUDS ;CSD 12" O.C. CLOSET _ "ASIS" - Ed N Edf" I 1 pc SIMPSON MSTA24 H2.5 TO REMAIN II STRAP EACH SIDE OF G ,► I TH , t ° EXISTIN BEDROOM � ,� "UL,{ , '` t NEW OPENING DOUBLE TOP PLATE ..... FRAME NEW E 4SPFWINDO o.2 OPENING ACK -� STUD AND 2pcs 2x4 SPF o.2 8-5 € LAUNDRYIR ' ' fa EXISTING WALL FRAMING 2 2x10 Spas FULL HEIGHT TYP1cA� HALL TO REMAIN AS IS " " O SJIMPSON A35 2x4 SPF NO.2 FULL HEIGHT STUDS, ACH IDE Nf. go. T --.m 3pcs 2x4 SPF No.2 MULL STUDS SYP N0.2 FLAMING STUDS EACH SIDE x FRAME NEW INTERIORNEW DOORS f SPLICE TOGETHER w/ 2 ROWS 12d ADD 2pcs S,IMPSO MS A24 k $ N PARTITIONS w/ `` � - DER BEAM ANGLES N f EXISTING INTERIOR COMMON WIRE NAIL " HEA OF NEW/MODIFIED CO S C�➢ 12 0 C., ..... WINDOW OPENING, ir FLAT STRAPS FROM NEW S DS N 2x4 SPF No.2 WALK FRAMING TO EXISTING WINDOW EACH LAYER TO EXISTING STUBS BELOW, ACH STUDS ® 16" O.C. REIMAIN "AS-IS" TOREINreI � MINIMUM. SEE o SIDE OF NEW WINDOWOPE ING - FRAMING PLAN TYPI AL EXISTING I .............__ 1pc 2"x4" SPF NO.2 0 ( ) .........: ° ROUGH ROUGH . EACH FRAME-IN EXISTING WI OW SEE SEE ........ _. OPENING IDE OF NEW ' CDX PL OOD I _.._ -' EX�ISTINO OPENING w/ /2 " ti " EXISTING WALL FRAMING ARCHITECTURALS ARCHITECTURALS WINDOW OPENING °° WALL SHEATHING OVER x4 pp ......_......... __ TO REMAIN "AS-IS" ° ADD 2pcs SIMPSON MSTA24 ADO 1pc SIMPSON ° SPF No.2 STUDS 12" .0 EXISTING "INTERIOR ,- SET FLAT STRAPS EACH SIDE OF MSTA24 FLAT STRAP ° ADD 3pcs S4MPSO MSI WALL FRAMING TO MSTA24 REFRAMED WINDOW OPENING ° „ EXISTING, = FROM UPPER MULL STUDS A24 REMAIN' AS-IS FLAT STRAPS FROM NEW S UDS .......... FROM UPPER STUDS TO LOWER WALL STUDS TO' LOWER WALL STUDS MSTA24 TO EXISTING STUDS B LOW f _.... 1 pc 2"x4" SPF NO.2 JACK STUD J L_ BEDROOM r BEDROOM AND 2pcs 2"x4" SPF NO.2 FULL sTINGWIN� tK HEIGHT STUDS EACH SIDE OF REMAIN"aS-IS" EXISTING WINDOW OPENING (TYPICAL) AND STRAP' -CLOSET . ADD 2pcs SIMPSON MSTA24 NOTE: FRAMING PING AT TYPICAL 3 3 FLAT STRAPS FROM NEW STUDS FASTEN THE H2.5 w/ NEW/MODIFIED WINDOW OPENING AT RECEIVEr, EXISTING WALLFRA ING 8.5 8.5 cv 1A TO EXISTING STUDS BELOW, EACH 10-8dx1 /2 TO REMAIN "A IS" r�l " _> >_ �• _> v SIDE OF NEW WINDOW OPENING COMMON WIRE NAILS SECOND LEVEL RENO�!/ATED BEDROOMS JUL t 7 F' (2}2 x10 , (2)2 x10' (2�2 x10 , (2}2 x10 N �. �� (TYPICAL) BUREAU OF U-9 _ .. ......: «.� ....m................ ._ ... ....�. , .... ... 3�., ....:... «��... ;. FASTEN THE MSTA24 DETAIL 3 3 3 «..... _..........3 r,3 COASTALYTLLLL EXISTING WINDOW 4 4 w/ 18-1Od COMMON TOR.EMAN AS4T WIRE NAILS �.5SCALE: 1/2"MSTA24CHRISTOPHER C.KATHE ft.P.E.MW 1 c 2"x4" SPF NO.2 JACK STUD \-lpc 2"x4" SPF N0.2 JACK STUD ,p (wo AIVD 3 cs 2"x4" SPF N0.2 FULL AND 3 cs 2"x4" SPF N0.2 FULL ADD 1pc SIMPSON H2.5 UPLIFT ADD 1pc SIMPSONP P CONNECTOR AT TOP ANDIMSTA24 FLAT STRAP HEIGHT STUDS EACH SIDE OF HEIGHT STUDS EACH SIDE OF BOTTOM OF THESE STUDS AT MULL STUDS WINDOW OPENING (TYPICAL) ADD 2pcs SIMPSON MSTA24 WINDOW OPENING (TYPICAL) A35 FLAT STRAPS FROM NEW STUDS ° 3pcs 2x4 SPF NO.2 TO EXISTING STUDS BELOW, EACH 3pcs 2x4 SPF N0.2 VERTICAL STRUCTURAL TIMBER SIDE OF NEW WINDOW OPENING VERTICAL STRUCTURAL TIMBER 1pc SIMPSON MSTA24 MULL, SEE DETAIL 10/8.4 (TYPICAL) MULL, SEE DETAIL 10/8.4 STRAP EACH SIDE OF EXISTING 2"x4" NEW OPENING -I DOUBLE TOP PLATE FLORIDA SEAL NOTE: SPLICE A1LL MULTI-P Y 3pcs FULL HEIGHT HEADERS TOGETHER / 4 OWS 3pcs 2' ;x4" SPF No.2 MULL STUDS SIMPSON A35 x(2)2"x8" 2"x4" SPF N0.2 DEPPERMIT ISSUE 04/2612011 12d COMMON WARE NAILS NEW ROOF SPLICE TOGETHER w/ 2 ROWS 12d FRAMING tiSYP N0.2 STUDS EACH SIDE 0 12" O.C., EACH LA)`ER COMMON WIRE NAILS ® 12" O.C., ANGLES �-IEADER BEAM OF NEW/MODIFIED WINDOW OPENING, EACH LAYER MINIMUM. SEE NOTE: SEE ARCHITE TUR L FRAMING PLAN ° DRAWN BY: DAIS: WINDOW WINDOW WINDOW WIND W CCK 04/2612011 PLANS AND W UNDO D00 ROUGH ROUGH ROUGH ROU 1 pc 2"x4" SPF NO.2 RE UIREME TS CRIPPLE STUD EACH APPROVED BY: MANUFACTURERS Q FOR ACTUAL ROUGH PENT G ....... ......... ................ . ... . _. ... ._...�.........._..._ .. ......... OPENING OPENING OPENING OPENING 00 DIMENSIONS, NOM NAL SEE SEE SEE SEE' SIDE OF NEW CCK SECOND LEVEL MODIFICATION WINDOW OPENING ° JOB NO. DIMENSIONS HOW FOR ARCHITECTURALS ARCHITECTURALS AR(CHITECTURALS ARCHITECTURALS E11-013 GENERAL LAYO T., A4DD AND SHEARWALL FRAMING PLAN L 2pcs ° FLAT STRAPS EACH SIDE OF ADD 1 pc SIMPSON REFRAMED WINDOW OPENING, MSTA24 FLAT STRAP RENOVATIONS AND ADDITIONS FRAMING NOTE: GENERA SCALE: 1/4" = 1'-0" FROM UPPER MULL STUDS ° OOORD NATE FROM UPPER STUDS TO TO LOWER WALL STUDS ANN RILEY CONTRACTOR TO LOWER WALL STUDS L J L L MSTA24. LOCATION OF FRAMING EMB S 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ WITH HVAC DUCT WORK AND DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS MAIN HOUSE ELECTRICAL FIXTURE LO ATIO S. ® 16" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. " � ATLANTIC BEACH AVENUE BEACH FLORIDA 2) ALL NEW HEADER BEAMS SHALL BE SYP No.2 OR EQUAL. _ NOTE: FRAMING AND S TR A P�P I N G A T TYPICAL h 1. 'THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS INDICATES TIMBER FRAMED INDICATES 11pc SIMPSON HTT16 FASTEN THE H2.5 w/ NEW M ODI FI ED WIN OW OPENING AT ESTABLISHED INBECT10N62B,33.WTFLORIDA ADMINISTRATIVE CODE. MAIN HOUSE EXTERIOR WALL X INDICATES Ipc SIMPSON HTS24 ' » 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IJ� OR 1 c SIMIIPSON MSTA24 STRAP 10-Sdx1 /2 SECOND FLOOR PLAN INDICATES TIMBER FRAMED P COMMON WIRE NAILS THIRD LEVEL RENOVATED - MASTER BEDROOM �R RUCTURETTOWITHSTANDT NDLLOADSASSOCIATED FRAMING PLAN INTERIOR WALL _= INDICATES HEADER BEAM WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. FASTEN THE MSTA24 DETAIL 3. T COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE 4 j w/ 18-10d COMMON WITH �6INTO OFFTHET°M�UM�IGNLOADSFORBUILDIN��D� WIRE NAILS �.5SCALE: 1/2" = 1 -p ■ OTHER STRUCTURES'MENTIONED IN NOTE 2. 85 ..,,m .:.... »» ....... m»»__.. ..23 WILLIAM LEUTH4LD »_., . »_..»_ „_,.,_.. FASTEN TO TUBE STEEL BEAM W/ '/ "Ox2" TEKS SCREWS ARCHITECT INC. 4 w/ 1 0 WASHERS ® 12 O.C., 2742 HERSCHEL STREET ._m_» STAGGERED JACKSONVILLE, FLORIDA FRAME NEW INTERIOR FRAME NEW INTERIOR to 389-5456 FL. CORP. AA2755 WALLS w T TUBE BSTEEL b PARTITION / PARTITION WALLS w/ 2"x4" SPF No.2 BEAM STUDS @ 16 O.C. 2"x6" SPF No.2 CHRISTOPHER C. KATHE, INC. STUDS ® 16" O.C. TS 5"x5"x'/4" TUBE RAL ENGINEER STEEL COLUMN ' 42 CONSULTING FISTING :.::_ I 0 OSCEOLA AVENUE IC ATTIC EXI. . �U2 EXISTING WALL FRAMING 11 ►� EXISTING WA II FRAMING Exl, � - 2pcs /16 � HOLES , BEACH, FLORIDA 32250 ,i , JACKSONVILLE H F F:.,..»,. TO REMAIN "AS-IS" 1/ ,r TO REM N "AS-IS" »... 808 7 ATTIC ACCESS HATH RETURN AIR Ip 3/4"x75/8%1'-0" TUBE STEEL BEAM TOP PLATE FL P E 36820 ,,:» : II.Com BASE PLATE cx�Cai�e�9 ...........1. SHELF R TILED SEAT ? _» 1 13 DETAIL IXISTING, =ET », »., STAIR - 8.6 SCALE: 11/2' = 1,_0„ BASH STAIR HALL 1'-0" INTERIOR I SHOWER ,,,..' J 1 r 1 ' � n a 1 n I TS 5x5 x /4 TUBE 1 /i got 1 2 TEKS SCREW I r. ... ... 3 5 cwI w /8"x1,,-0" STEEL COLUMN / „ 7 SITTING EXISTINGWINDOW " DRESSING ».... TO IMN gel s• u B „ n »,w.. 2 TO REMAIN gAV �� ASE PLATE 2x6 P T SYP NO _ x --- SIDE NAILER EACH FRAME NEW `INTERIOR 2pcs "/is HOLES IC ACCESS �3 T EL PARTITION WALLS w, EXISTING WALL FRAMING 71� TO REMAIN "AS IS" c� S 5 x5%1/4" TUBE OPENING 2"x4" SPF No.2 - COLUMN Ox EXTERIOR FASTEN 0 TUBE ,r r, A STUDS ® 16„_.0. ,. ». r. STEEL COLUMN SCREWS 2 EXISTIN WAIL FRAMING `'' ( 0 WASHERS) r .:.._. WS 0 C, " MET _ STAGGERED SC N S TEKS 1 TO REM IN AS-IS -,- ; SIIEI R ....._._, ,._: ,,,..: „x75/ „ 2„ B I I' -� ;, � � �p3/4 8 x ASE PLATE TUBE STEEL COLUMN NAILER PLATE ©/STING LOW DOORS MASTER BEDROOM EXISTING LOW DOORS FOR ATTIC ACCESS FOR ATTIC ACCESS �- r ATTIC VIII 2 DETAIL 4 DETAIL EXISTING 3 IXiSTIIC Is7ING • ATTIC8.6 SCALE: /4" = 1'-0" 8.6 SCALE: 1 '/2" I TRIANGULAR EXISTING TRIANGULAR ATTIC EXISTING WINDOWS TO REMAIN ` 4 '; I WINDOWS TO REMAIN -ASIS' 8.5 ! °ASW ,� _ TS 5"x5"x'/4" TUBE STEEL COLUMN ARCHITECTURAL PILASTER (2)2 x8 (2)2"x8" (2)2 x8 (2)2"x8" (2)2 x6 SYP NO.2 WINDOW SILL BEYOND r. 7-' � .: ,. - = 2„ Err S rr '/ " CDX PLYWOOD WALL SHEATHING 3 » = �.,.. 3 x PF NO.2 STUDS @ 16 O.C. `+I ICE ALL M LTI-PLY ° NOTE: SPIL FASTENED w/ 8d COMMON WIRE NAILS EXISTING FLOOR DECKING/SHEATHING I [ " HEADERS TOGETHER / 4 ROWS .__,:,,.:». CSD 3 0 C EDGES AND 6 0 C FIELD 12d COMMON IRE N ILS w,,: ..... .: ....:::::...._:..., NS 4.,::::v 1 pc 2x4 SPF NO.2 JACK STUD ADD 2pcs SIMPSON MSTA24 ADD 2x8 P.T. SYP No.2 SILL PLATE I � , CEDAR SHINGLES AS PER ARCHITECTURAL PLA ® 12 O.C, ., EA H L ER AND 3pcs 2"x4" SPF N0.2 FULL 1 FLAT STRAPS FROM NEW STUDS w/ /2 x 10 HOT DIPPED"GALVANIZED ADD 2x8 SYP No.2 RIM BOARD. FASTEN w/ TO EXISTING STUDS BELOW, EACH HEIGHT STUDS EACH SIDE OF r» '. ANCHOR BOLTS w/ 2x2 x /8 PLATE I 5 12d COMMON WIRE NAILS INTO EACH JOIST SIDE OF NEW WINDOW OPENING WINDOW OPENING (TYPICAL) WASHER @ 24" O.C. 0 NOTE: GEE RCHI CTURAL (TYPICAL) 3pcs 2"x4" SPF NO.2 EXISTING MODIFIED FLOOR FRAMING �3/4�rx75/s"x1'-0" BASE PLATE w/ ' PLANS AND INDO /DOOR 2pcs '1/8"Ox16" HOT DIPPED GALVANIZED MANUFACTURER REQ IREMENTS VERTICAL STRUCTURAL TIMBER MSTA24 X NU FOR ACTIUAL OUCH OPENING / LL=............::_.:, i ANCHOR BOLTS w/ WASHERS AND HE MULL, SEE DETAIL 10 8.4 ,._,».�_.»,_.,». .., ._ ... .M»»:_,...__», . Ia DIMENSIONS. NO /NAL THIRD LEVEL MODIFICATION I NEW COVERED PORCH DECK FRAMING .......... ............. E` DIMENSIONS SHO FOR GEINERA LAY T. SHEARWALL FRAMING PLAN AND 8"x16" CMU OPEN BOTTOM LINTEL M..,: BLOCK STEMWALL w/ 2-#5 TOP AND I SCALE: 1/4" = 1'-0" 0 2-#5 BOTTOM, CONTINUOUS .�s FRAMING NOTE. ENER L I : COOR (NATE ADD 1-#5 VERTICAL IN TWO CELLS AT I GRADE CONTRACTO'IR TO 1) ALL NEW EXTERIOR BEARING WALLS SHALL BE CONSTRUCTED w/ EACH TUBE STEEL COLUMN LOCATIO ' LOCATION OF FRAMING MEMBERS DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS DRILL 6" AND EPDXY #5x1'-8" DOWELS . �. .. I :, / � EXISTING REINFORCED WITH HVAC DUCT WOR AND ® 16" O.C., AND 2"x4" P.T. SYP No.2 BOTTOIV PLATE, U.N.O. CONCF:ETE FOOTING ELECTRICAL- FIXTURE L CATIONS. INTO EXISTING CONCRETE FOUNDATION ` 2) ALL NEW HEADER BEAMS SHALL BE SYP No.2 OR EQUAL. E!' INDICATES TIMBER FRAMED ® INDICATES 1pc SIMPSON HTT16 a EXTERIOR WALL X INDICATES 1 pc SIMPSON HTS24 TS 5"x8"x'/4" TUBE INDICATES TIMBER FRAMED OR 1pc SIMPSON MSTA24 STRAP SECTION THRQUGH TUBE STEEL COLUMN STEEL BEAM INTERIOR WALL INDICATES HEADER BEAM 5 2"x6" SYP N0.2 TOP PLATE. F " SECTION I{ � " 8 -6 3/4- 8'-6 /4 3 _ _ FASTEN TO TUBE STEEL BEAM w/ 8'-6 3/4 15'-10" 8.6 SCALE: /4" - 1' 0" /4"Ox2" TEKS SCREWS w/ 1"0 WASHERS ® 12" O.C, 2 x6 SYP NO.2 STAGGERED t TOP PLATE. FASTEN I , Q TO TUBE STEEL BEAM w/ ° i ' '/4"Ox2" TEKS SCREWS ° w/ 1"0 WASHERS � � � A35 @ 12" O.C, STAGGERED " I I 3 „ 1 p c SIMPSON A35 TCP CHRISTOPHER C.KATHE FL P.E.36820 I I I 3 3/ /is 2pcs 2x6 YP No.2 1pc SIMPSON AND BOTTOM, EACH SIDE. » 3 I 18 n " rr 3/18 /18 TS 5"x a"x'/4" 3/ " I 3/18 rr I 1 r TS 5x5 x /4 [HORIZO L MULL. A35 ANGLE FASTEN TO HEADER (BUCK, 3/16 I TUBE STEEL BEAM 6 ; , TUBE STEEL COLUMN SPLICE TO THER w/ TYPICAL BOTTOM PLATE, AND - I � w I I 8'-1 3/4" (4 LOCATIONS) 2 ROWS 1 COMMON MULL STUDS w/ At 8'-1 3 4" WIRES NAILS 12" O.C. 12-8d x 1'/2" NAIL.• '' I J o IDE INSIDE TO INSIDE II INSIDE TO INSIDE 2"x6" P.T. SYP NO.2 3pcs 2"x6 PF No.2 3pcs 2"x6" SPF No.� MULL -H G_ INSIDE TO INS I STUDS. SPLICE TOGE THE (�! a I I TE: NAILER EACH SIDE. FASTEN ACK ST . SPLICE w 2 ROWS 12d COMMON �°�Di�� ° o ` o 4 N0 " TO TUBE STEEL COLUMN w/ TOGETHER 2 ROWS / I-- r7 o O 8 6 CONTRACTOR MAY DRILL 14 1 " " 12d CO ON WIRE WIRE NAILS CSD 12 D.-C., REV/ PER DATE:., i O I " /4 sbx2 TEKS SCREWS ' AN(D EPDXY 5/8 Ox16 HOT ® 12" O.C, STAGGERED NAILS 12" O.C., EACH SIDE REVISION UE 04/26/2011 REVISION 1�� 09/13/2011 a) J a, J oo DIPPED GALVANIZED THREADED J I H LAYER TS 5"x5"x'/4" a 2x8 P.T. SYP No.2 SILL PLATE w/ STIED INTO CONCRETE FILLED I�3/4 x7 /8 x1 -0 BASE TUBE' STEEL COLUMN[ 3 HOLD 2"x6" P.T. SYP NO.2 1/2"0 " CMU STEMWALL IN LIEU 5/."0x16" � i x 10 HOT DIPPED GALVANIZED I 8 PLATE w/ 2pcs 8 IN g w w NAILER 4"f ABOVE 8" CMU I " > >� I OF' CAST ANCHOR2x6 P.T. SYP N0.2'- I- 5 ANCHOR BOLTS w/ 2x2 x /8 PLATE 2 HOT DIPPED GALVANIZED V.4 NAILER EACH SIDE. (FASTEN DRAWN W. DATE: V) STEMWALL TO ALLOW FOR 8.6 I WASHER 0 24 O.C. BpjLL PLATE AND FLOOR FRAMING " 8.6 I ANCHOR BOLTS w/ WASHERS CCK " AND HEX NUTS TO TUBE STEEL COLIUMN w/ 8 x16 CMU OPEN BOTTOM LINTEL � {a P AND � �� 1/4" (4 LOCATIONS) '/4"Sbx2" TEKS SCREWSED APPROVEDB 1 1/ » BLOCK STEMWALLM w/ 2-#5 TO /4 CCK C� 12" O.C, STAGGEF� /4 2-#5 `BOTTOM, CONTINUOUS I 8 CMU STEMWALL w/ 2 COURSES JOB NO. 1' I 1 41 OF OPEN BOTTOM LINTEL BLOCK E11-013 __- _fi ___ rt_ I _- --�-- --- -I- - -- - t w/ 1-#5 VERTICAL AT EACH FASTENING OF HORIZONTAL MULLS VERTICAL MULLS. it -- I _�. 4- L END AND ® 32 O.G. AND JACK STUDS TO TUBE STEEL MOMENT FRAME RENOVATIONS AND ADDITIONS ---I- ---- --� --- -- - -- ---- -- ---- -- --- --- --- -- ---- --- - -- - ---� - IANN RILEY PI 6 LEVATION �.6SCALE: 1/2" MAIN HOUSE -` ADD 1- 5 VERTICAL IN 149 BEACH AVENUE EXISTING CONCRETE ATLANTIC BEACH FLORIDA ADD 1- 5 VERTICAL IN # ME ADD 1-#5 VIERTIC L IN ADD 1-#5 VERTICAL IN DRILL 6"' AND EPDXY # TWO CELLS AT EACH FOUNDATION ' TWO CELLS AT ACH TWO CELLS AT EACH 5x1'-8" [DOWELS INTO TWO CELLS AT EACH I # TUBE STEEL TCOLUMN 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE§TAN TUBE STEL`L COLUMN TUBE STEEL COLUMN EXISTING CONCRETE TUBE STEEL COLUMN LOCATION ESTABLISHED IN SECTION82B-33.007 FLORIDAADMMISTRATNEDE. LOCATION FOUNDATION LOCATION 2, THE MAINWINDFORCERESIS71NGSYSTEMSAREDESIGNEDII ACCORDANCE MHIRD FLOOR PLAN LOCATION WITH SECTION 6,ANSWE 7-05 MINIMUM DESIGN LOADS FOWIBUILDINGS TUBE STEEL MOMENT FRAME AT LIVING ROOM AND OTHER STRUCTURES*TOwITHSTANDTHEWINDLOADSAS �T� FRAMING PLAN WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND NIR USE IN AC CE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS N � . 1 ELEVATION WITH SECTION 6 OF THE'MINIMUM DESIGN LOADS FOR BUILDII�AND 8m6 r rr ED IN NOTE 2. 1,I 8.6 SCALE: 1/20p OTHER STRUCTURES'MENTION !I, EXISTING NEW WILLIAM LEUTHOLD 3/4" STURDI-FLOOR SUB FLOOR EXISTING NEW ARCHITECT INC. 2"x8" P.T.• SYP No.2 FIRST FLOOR PLYWOOD SHEATHING. GLUE AND 2742 HERSCHEL STREET FASTEN TO FLOOR JOISTS w 10d 2x8 P.T. SYP No.2 FIRST FLOOR - 3/4" STURDI-FLOOR SUB FLOOR JACKSONVILLE, FLORIDA 32205 / JOIST. FASTEN TO EXISTING RIM BOARD JOIST. FASTEN TO EXISTING RIM BOARD COMMON WIRE NAILS @ 4" O.C. PLYWOOD SHEATHING. (GLUE AND 389-5456 FL. CORP. AA2755 w/ 3 ROWS 12d PHOT DIPPED GALVANIZED GALVANIZED EDGES AND 6 w O.C. FIELD / 3 ROWS 12d HOT DIPPED GAFASTEN TO FLOOR JOLTS w/ 10d COMMONI WIRE NAILS @ 12" O.C. COMMON WIRE NAILS @ 24" O.C. COMMON WIRE NAILS 0 4" O.C. EXISSTING SUB FLOOR 2"x8"SYP No.2 FLOOR :�, EDGES AND 6" O.C. FIELD _. CHRISTOPHER C. KATHE, INC. SHEATHING JOISTS @ 16 O.C. "�� EXISTING SUB FLOOR " t SHEATHING CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE ao � JACKSONVILLE BEACH, FLORIDA 32250 EXISTING RIDGE BEAM (808)2174707 EXISTING COLLAR TIES EXISTING 2"x8" SYP FLOOR JOISTSX =--\- " �� 1p SIMPSON LUS28 EXISTING 2"x8" SYP FLOOR JOISTS 2"x8" P.T. SYP No.2 FLOOR FL P.E. 36820 EXISTING 2"x STAINLESS STEEL EXISTING 2"x_" JOISTS 0 16 O.C. cdcatheQgmail.c�m EXISTING ROOF SHEAF " " P.T. SYP SILL FACE MOUNT HANGER EXISTING 2"x8" SYP RIM BOARD. P.T. SYP SILL SHEATHING EXISTING 2x8 Sly RIM BOARD. ADD 12d COMMON WARE TOE-NAILS PLATE. PLATE. ADD 12d COMMON WIRE TOE-NAILS EXISTING S1HED DORMER INTO EXISTING PLATE @ 6 O.C. /\\ \\ \ \\ FINISHED GRADE INTO EXISTING PLATE @ 6" O.C. \ \ \ FINISHED GRADE ROOF FRAMING \/\ \/\/- � .. ADD 2pcs SIMPSON H2,.5 CLIPS EXISTING BRICK STEM WALL \// //\\�/.�' EXISTING BRICK STEM WALL FROM EXISTING RAFTERS TO NEW •� HEADER BEAM a. ,. �! '� •., EXISTING CONCRETE 4. •.. a EXISTING CONCRETE ° FOUNDATION r FOUNDATION EXISTING 2"x4" DOUBLE a WALL SECTION AT NEW f EXISTING WALL SECTION AT NEW/EXISTING a TOP PLATE FLOOR FRAMING INTERSECTION FLOOR FRAM » » FRAMING INTERSECTION E NEW x(2)2 x8 SYP No.2EXISTING FASCIA HEADER BEAM s# AND SOFFIT 2 SECTION 3 SECTION FRAME NEW INTERIOR PARTITION WALLS w/ NEW WINDOW AS PER 8.7 SCALE: 3/4" = 1'-0" 8.7 SCALE: 3/4" = 1'-0" (2)2"x4" SYP No.2 TOP ,ARCIHITECTURAL PLANS 1pc SIMPSON CCQ68SDS2.5 HOT I PLATE, 2"x4" SPF No.2 (3)1.75"x7.25" 2_0E MICROLAM DIPPED GALVANIZED EMBEDDED LVL PORCH ROOF !HEADER BEAM. � � „ STUDS @ 16" O.C., AND _ COLUMN CAP w/ 16pcs SDS /4 Ox2 /2 1pc SIMPSON H2.5A STAINLESS 1x4 P.T. TONGUE AND GROOVE j 2"x4" SYP NO.2 BOTTOM I '� SPLICE TOGETHf N i 4 ROWS SCREWS INTO MICROLAM LVL BEAM STEEL CLIP FROM EACH DECK DECKING. BLIND NAIL- w/ 6d PLATE 12d COMMkO RE NAILS @ 12" O.C. EACH LAYER. • JOIST TO DECK GIRDER BEAM STAINLESS STEEL FINIISH NAILS •• I ; „ „ AT EACH DECK JOIST INTERSECTION. 3 (2)2''x4"` SYP > a.2 SILL . ; SPLICE 4pcs 2x8 TOGETHER 2N4" SPF NO.2 STUDS @'116''` ,C. w/ 3 ROWS 12d STAINLESS' ' 2"x8" P.T. S`YP No.2 DECK ... STEEL COMMON WIRE NAILS EACH LAYER 0.c.SYP N ,.2 BOTTOM PLATE ` JOISTS @ 16� . ., FASTEN INTO JOIST'S w/ 3 ROWS 12d EXISTING ROOF > > " 8 x16 CMU PIER, 3 COURSES HIGH, COMMON WIRE NAILS @ 12 O.C. BEYOND THE SHED INTSTALL 4pcs SDS /4"9x2 /2 3pcs 2"x8" P.T. SYP No.2 BEAM w 1- 5 VERTICAL DOWEL IN EACH 8%16" CMU COLUMN SCREWS EACH SIDE (8 pcs TOTAL) / # ` DORMER ...., '�. w/ 2-#5 VERTICAL EMBEDDED WITHIN CONCRETE 2pcs SIMPSON HETA16 STAINLESS CELL W/ STD 90• BEND INTO FOOTING IN EACH CELL. EXTEND STEEL EMBEDDED STRAP FROM CMU FILL SOLID W CONCRLETE GROUT. / TOP OF REINFORCING TO PIER TO BEAM (1 pc EACH SIDE) . _.,. 2 _ WITHI " FROM TOP OF CMU TERMITE SHIELD FASTEN THE H2.5A w/ EXISTING FLOOR FRAMING EXISTING INTERIOR I = »»>= ° � ° EMBEDDED COLUMN CAP AT . / /\/\ \/\/\//\, Z 10-8dx1�/z" STAINLESS » » EXISTING 2"k4" WALL FRAMING o 8»X °e /\///\/\// /\/\ � oo STEEL COMMON WIRE NAILS 2x4 WALL FRAMING x16" CMU COLUMN SEGMENT • " 8 A35 °• o J a . < FASTEN --HE H ETA16 w/ EXISTING INTERIOR NEW (2)2 x10 .SYP No.2 HEADER BEAM HEADER BEAM 4 SECTI O • °• . •�, , a 10-10d STAINLESS STEEL °° v COMMON WIRE NAILS 'W WINDOW AS PER 3 8.7 SCALE. _ M 1 ROW 8d RING SHANK NE /4 - 1 0 ARCHITECTURAL PLANS €_ COMMON WIRE NAILS \11,_2'-0"x2'-0"x10"d° CONCRETE » „ 3 CL @ 't" O.C. 1/2 CDX PLYWOOD ROOF SHEATHING, EAR 2' -0 x 2`-0" FASTEN w/ 8d COtMMON WIRE RING SHANK = w PORCH CONVENTIONAL ROOF FRAMING: FOOTING w/ 3-#5 EACH WAY ?' RAFTER DESIGN DEAD LOAD = 10 sf 2pca SIMPSON A35 NAILS @ 4" O.C. EDGES AND 6" Q.C. FIELD. p (2)2"'x4" SYP No.2 SILL : ANGLES FROM EACH RAFTER DESIGN LIVE LOAD = 20 psf TYPICAL PORCH CMU PIER 2"x8" SYP INO.2 RAFTERS C� 24" O.C., g� 2%4" SPF NO.2 STUDS @ '16 O.C. RAFTER TO WALL SEE ROOF IFRAMING PLAN ao° " " " SECTION LEDGER. FASTEN 5 > >� 2"x6" SYP No.2 CEILING JOISTS @ 24" O.C. SPLICE °° 2"x8" SYP No.2 WALL LEDGER. w/ 10-10dx1 /2 °° FASTEN TO STUDS w/ 4 ROWS 12d COMMON WIRE NAILS TO RAFTER w/ 8-12d COMMON WIRE NAILS, THIS END 8.7 SCALE: 3/4" = 1'-0" COMMON WIRE NAILS @ 16" O.C. EACH. 2pcs SIMPSON MTS12 TWISTED STRAPS w. FROM EACH RAFTER TO PORCH HEADER BEAM 2"x4" SYP No,,2 BOTTOM PLATE. / DEEP SAWCUT w/ 4 SLAB ON GRADE, _ 12 3 » FASTEN INTO JOISTS w 3 ROWS 12d 1'/2 INSTALL 6pcs-16d TOENAILS EACH 4 RAFTER TO PORCH HEADER BEAM IC SEALANT SEE PLAN - . . ° COMMON WIRE NAILS @ ;12 O.C. FASCIA AND SOFFIT AS PER d --_-- ARCHITECTURAL PLANS EXISTI _ .....` ' NG FLOOR FRAMING { ' . : . ,._: .:_:.: :.:., .f. � � _:.. » » _ �tITS12 2x4 SYP No.2 SUB FASCIA CAR IAGE ; , o ADD 1 pc SIMPSOWN H2.5 CLIP FROM ! NOTE: SAWCUT CONCRETE SLAB WITHIN o �= ri FASTEN w/ 2-12d NAILS INTO / EACH EXISTING FLOOR JOIST TO TOP 2'_2" 4 TO 12 HOURS OF CONCRETE PLACEMENT HRO H BOLT w ° F EACH RAFTER 2"0 SHERS ACH PLATE. FASTEN w/ 8-8dx1 '/2" 1"x4" SYP No.2 LATEIRAL BRACE _ • IDE D HEX UTS2"x6" SYP No.2 WALL INSTALL 1"x6" TONGUE AND (3)1.75"x7.25" 2.0E MICROLAM . . SAWCUT SLAB AT NEW ENTRY PORCH 3ply 1.75 X14.0 2.0E COAMMON WIRE NAILS. �� :_ = MICROLAM LVL FLOOR '` LEDGER. FASTEN w/ GROOVE CEILING DIAPHRAGM, LVL PORCH ROOF HEADER BEAM. ' ° FAST NEW FLOOR „ » 2x6 SYR NO.2 TOP PLATE. SPLICE TOGETHER w 4 ROWS • CHRISroPHI7tc.IU1THE FL P.E.36620 BEA TO SUP ORT ` ? BEAM FB-1 w/ 2pcs H2.5 FASTEN TO TUBE STEEL BEAM ;_ 3 ROWS 12d COMMON BLIND NAIL w/ �d STAINLESS 12d COMMON WIRE NAILS 4 6 DETAIL S UDS w cs P-3/ " STEEL FLITCH w •• •• WIRE NAILS @ 12" O.C. STEEL FINISH NAiILS AT EACH / p a / /4 Ox2 TEKS SCREWS w/ 8.7 PLATES. CEILING JOIST (INTERSECTION. @ 12" O.C., EACH LAYER. SI SON HT 24C 1 0 WASHERS @ 12_t O.C, STAGGERED 1 ;, 1 pc SIMPSON LUS26 8.7 SCALE: 3/4" = 1'-0" ` T, R M TA24 STRAPS TS 5"x8"x�/4" TUBE STEL BEAM FACE MOUNT HANGER :t DIPPED GALVANIZED EMBEDDED EMS2.5 ED EDT •• VERTICAL STEMWALL- - 8" STEM WALL REINFORCING SEE 4 cs 2"x4" P.T. I � ' TS 5"x5"x�/ " TUBE STEEL COLUMN COLUMN CAP w 16 cs SDS / "�x2 / " 2pcs 2"x6" SYP No.2 HOfIZONTAL :, 4 SEE PLAN _ - - SYP 0.2 SUP ORT a ;� SCREWS INTO MICROLAM LVL BEAM 268SDS2.5 PLAN AND SECTIONS �o S DS AT EAM I MULL. SPLICE TOGfETHER w/;2 ROWS =1 COVERED PORCH , . I 12d COMMON WIRE_ NAILS @ 12" O.C. IIS N•loRIDAAL - _ �, BEARING BE OND 8 x16 CMU COLUMN w/ 2-#5 VERTICAL NEW WINDOW AS PER ARCII-IITECTURAIDECK FLOOR SYSTEM IN EACH CELL. SEE DETAIL 4/8.4 REVISIONS: ATE. - IN ' L PLANS � � » � » I DESIGN LOADS: SDS- /d bx2 A DEP PERMIT E 04�6120F1 " - x EXISTING 24 MII LAP REVISION 09/13/2011 (2)2"�x6" SYP No.2 SILL ;" FOOTING a DESIGN DEAD LOAD - 10 PSF 2x8 P.T. SYP No.2 SILL / W/ CONTINUOUS ,, PLATE w 2"x6" SPF N0.2 STUDS @ 16" O.C. DESIGN LIVE LOAD = 60 PSF " ` AND STEMWALL 2-#5 FOOTING 1 pc S MPSON H 16 _ / 0 x 10 HOT DIPPED ZGALVANIZED 2"x6" SYP N4.2 BOTTOM PLATE. _, r _ ; ;`, w 2" REINFORCING T SU PORTS DS. HTT16 ,i » _ ; ; ; ; ; ANCHOR BOLT w/ HEX NIUT AND FASTEN INTO JOISTS w 3 ROWS 12d 1x4 P.T. TONGUE AND GROOVE- ; ; l w » » » FAST N w 18 16d / i / » _ _ , 2 x2 x�/8 PLATE WASHER @ 24" O.C. DRAWN BY: DATE: CommO WIRE N ILS. I COMMON WIRE NAILS @ 12" O.C. _ DECKING OVER 2x8 P.T. SYP N0.2 _ : ' FOOTING AND DECK JOISTS @ 16 O.C. 18"x8" OPEN BOTTOM LINT CCK 04/26/Z011 a : _ ; ; ` ,r fEL BLOCK REINFORCING APPROVED BY. BOND BEAM w/ 2-#5 CONTINUOUS SEE PLAN CCK 5/8 '0x16" CAST- ADD 12"x12" CMU 8x16 CMU OP N BOTTOM LINTEL _ » DRILL 6" AND EPDXY 2pcs #5 x 2-'-6" 8 CMU STEM WALL w/ 5 1HORIZONTAL DOWELS INTO EXISTINIG JOB NO. IN- ACE ANCHOR PIER w/ 2- #5 BLOCK STEMWALLM Ddu/ 2-#5 TOP AND _ 3 VERTICAL DOWEL w/ STD 90' BEND E11-013 :r : CONCRETE FOUNDATION B LT ASSEMBLY VERTICAL 2-#5 BOTTOM, CONTINUOUS ` :3 INTO FOUNDATION ® 48" (O.C. BEND ADD 1-#5 VERTICAL IN TWO CELLS AT / / `m „- ;I OVER VERTICAL DOWEL INTO BOND NEW FOOTING INTERSECTION W/ EXISTING RENOVATIONS AND ADDITIONS I BEAM AND LAP 1 MIN. o w EACH TUBE STEEL COLUMN LOCATION I •• 2" (GROUT ALL : . ,. . . ., _,.,r„ m,,,. CELLS SOLID w/ CONCRETE 7 ANN J . D .., .. .. , •... . . .. . . . . SECTION RILEY ?s' DRILL 6" AND EPDXY' #5x1'-8" DOWELS i� INTO EXISTING CONCRETE FOUNDATION 1'_4»t 8"x1 13" CMU PIER BEYOND 3" CLEAR , ,.. . • 8.7 SCALE: 3/4" = 1'-0" MAIN HOUSE • �• EXIISTING REINFORCED w/ 1-#5 VERTICAL EACH CELL ADD 3'-6"X3'-6 X 1 -0 dee CONCRETE FOOTING 36" v ' ' 149 BEACH AVENUE (3 -6" CONCRETE FOOTING W 2'-0"x2'-0"x10"deep CONCRETE I ' ' • " » ATLANTIC BEACH FLORIDA / 10 x20 CONCRETE FOOTING � 4-#5x3'-0" EACH WAY FOOTING 3-#5x1 BEYOND. REINFORCE 9. THESE PLANS ARE DESIGNED TO BE 0 COMPLIANCE NTH THE STANDARDS . 0 �-6►� EACH WAY 3 CLEAR w/ 2-#5 CONTINUOUS, 0 w/ 7» I FOOTING SHALL BE CENTERED ESTABLISHED IN SECTION 62B-33.007`FL�DAADMINISTRATIVE CODE. WALL SECTION AND 1 » " 2. THE MAIN WIND FORCE RESISTING SV,5TEMS ARE DESIGNED IN ACCORDANCE-g BENEATH 8 CMU WALL RFOUNDATION N ATI SECTION THROUGH NEW F ORCH ADDITION WITH SECTION 8,ANVSUASCE 7-05-MIM DESIGN LOADS FOR BUILDINGSON SECTIONS AND OTHER STRUCTURES'TO WITHSNMD THE WIND LOADS ASSOCIATED 1 sECTI O WITH A MINIMUM BASIC WIND SPEED OF 120 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AMD SPECIFICATIONS IN ACCORDANCE 8.7 SCALE: 1/2" = 1 -0 WITH SECTION 6 OF THE°MINIMUM DIf LOADS FOR BUILDINGS AND " OTHER STRUCTURES°MENTIONED 114 ATE 2. 8m7 U • (2)1.75"x9.25" 2.0E MICROLAM EXISTING SUB-FLOfOR DECKING WILLIAM LEUTHOLD 2pcs SIMPSON A35 CLIP ANGLES LVL RIDGE BEAM. SPLICE TOGETHER • AT EACH RAFTER TO RIDGE BEAM. w/ 5 ROWS 12d COMMON WIRE NAILS REFASTEN TO FLOOR JOISTS w/ ARCHITECT INC. FASTEN w/ 12-8dx1 '/2" NAILS EACH ® 12" O.C. 2-10d COMMON WIFE NAILS AT 2742 HERSCHEL STREET EACH JOIST IN IfERSECT , ION JACKSONVILLE, FLORIDA 32205 A35 WHERE EXPOSED 389-5456 FL. CORP. AA2755 ADD 1 pc SIMPSON H2.5 ` °° CLIP AT EACH FILOOR JOIST VERIFY EXISTING 2"x8" SYP No.2 CONVENTIONAL ROOF FRAMING: 00TO FLOOR BEAM "FB-2" RIM BOARD. REFASTEN w/ 4-12d CHRISTOPHER C. KATHE, INC. RAFTER DESIGN DE - " " COMMON WIRE NAILS INTO . AD LOAD 1 0 sf CO t NSULTI NG P STRUCTURAL ENGINEER EXISTING 2 x " � y 8 FL 1 . {OOR JOI EACH FLOOR JOIST ;�'✓ �� ` RAFTER DESIGN LIVE LOA = ° D 20 sf ° '. P ° STS 420 OSCEOLA AVENUE , JACKSONVILLE BEACH, FLORIDA 32250 /2 CDX PLYWOOD ROOF SHEATHING, (808)217-4707 ' FASTEN w/ 8d COMMON WIRE RING SHANK ° ' FL P.E. 36820 ....._:. 12 NAILS ® 4" O.C. EDGES AND 6" O?•C. FIELD. «....._. _:. . _ «.._ :: _ cckathe@gmail.com ' 2''x8" SYP N0.2 RAFTERS 24" O.C., H2 r I ` f " MTS12 /2 0 CARRIAtE THROUGH I :, ; EXISTING 2 x8 FLOOR JOISTS 9'/2 ;! ' SEE ROOF FRAMING PLAN +, s f, ° " BOLTS w 2 / � WASHERS 4 `•..,.' � _:, I 1.75 X14.0 2.0E MICROLAM PY 3' EACH „ :, SIDE AN „ 2 TWISTED HEX NUTS ,,� ; 2pcs SIMPSON MTS11 STRAPS LVL FLOOR BEAM FB-2 w/ 2pcs ' '` FROM EACH RAFTED TO DOUBLE TOP PLATE STEEL FLITCH PLATES. INSTALL 6pcs; 16d TOENAILS EACH EXI RAFTER TO DOUBLE TOP PLATE MISTING FLOOR FRAMING FASTENING " " TO NEW FLOOR BEAM "FB-2 " ' ! INSTAL L 2x6 SYP No.2 SOLID f , BLOCK ING IN-BETWEEN RAFTERS "-� AT E%TERIOR BEARING WALL. 4 SECTION f FASTEN w/ 4-12d TOE-NAILS " ' EACH SIDE OF BLOCKING. 8.8 SCALE: 3/4 =1 -0 -FASCIA AND SOFFIT AS PER ADD 1 c SI . ' (2)2"x6" SYP No.2 TOP PLATE. WOOD PANELING AS PER ARCHITECTURAL PLANS P 4PSON H2.5 EXISTING SUB-FLOOR DECKING ARCHITECTURAL DRAWINGS - CLI FILOOR JOIST REFASTEN TO FLOOR JOIST P AT EACH SPLICE TOGETHER w/ 2 ROWS 10d TO FLOOR BE. AS N L S w/ COMMON WIRE NAILS CSD 16" O.C. " -2"x4"„ SYP No.2 SOFFIT BLOCKING -AM FB-2 2-10d COMMON WIRE NAILS AT 3x3 x /4 PLATE WASHER 1 24 O.C. FASTEN TO LEDGER EXISTING 2"x8" FLOOR JOISTS EACH JOIST INTERSECTION, SPLICE SOFFIT BLOCKING AND HEX NUT 1' 24 w/ 4-12d TOENAILS ° ° WHERE EXPOSED 'y TO RAFTER w/ 4-12d COMMON (2)2"x6" SYP No.2 TOP PLATE. WIRE NAILS SPLICE TOGETHER w/ 2 ROWS 10d 2"x4" §YP No.2 WALL LEDGER. _ 3 2"x8" SYP No.2 ROOF HEADER ' ' O COMMON WIRE NAILS CSD 16" O.C. FASTEN/ TO STUDS w/ 3 ROWS 12d o • BEAM. SPLICE TOGETHER w/ 4 ROWS COMMOIN WIRE NAILS ® 16" O.C. E "E H2.5 12d COMMON WIRE NAILS CSD 12" O.C. 5/s"1� THREADED-ROD CONNECTION CEDAR SHINGLES AS PER '/2 CARRIAGE THROUGH 3 I 1.75"X14.0" 2.0E MICROLAM SYSTEM AS PER STRUCTURAL ,,/- _ f. P Y = SHEETS 8.4 AND 8.10 ARCHITLECTURAL PLANS BOLTS w/ 2"'0 WASHERS ='�Nil s(I LVL FLOOR BEAM "FB-1" w/ 2pcs z WINDOW AS PER „ EACH SIDE ANfp HEX NUTS == 3 Es , � STEEL X / FLITCH PLATES. / Cd PLYWOOD WALL SHEATHING s 'Q ARCHITECTURAL DRAWINGS WOOD PANELING AS PER 2 �FASTEMED w 8d COMMON WIRE DRAWINGS EXI ' NAILS 3" O.C. EDGES AND STING FLOOR FRAMING FASTENING H ..SYSTEM DESIGN CRITERIA: 6" O.C: FIELD TO NEW FLOOR BEAM "FB-1 " FLOOR LIVE LOAD = 40psf 2"x6" §PF No.2 FLOOR DEAD LOAD = 20psf STUDS @ 16" O.C. 5 SECTION 2"x8" IP.T. SYP No.2 SILL PLATE w/ 8.8 SCALE: 3/4"=1'-0" 2x6 SYP No.2 BOTTOM PLATE '/2"o X' 10" HOT DIPPED GALVANIZED FASTEN w/ 2 ROWS 12d COMMON - ANCHOIR BOLT w/ COUPLER NUT AND 3.5"x9.25" 2.0E MICROLAM WIRE NAILS © 12 0.C. „ " " I 2x2 xs PLATE WASHER CSD 24 O.C. LVL RIDGE BEAM 51 2"x6" SYP No.2 SILL 3/," STURDI-FLOOR SUB FLOOR 2"x8" SYP No.2 SIM BOARD. FASTEN w / 2pcs SIMPSON MSTA24 STRAPS 2"x6" SPF No.2 CRIPLE PLYWOOD SHEATHING. GLUE AND 5-12d COMMON WIRE NAILS P OR 2pcs SIMPSON HTS24 FASTEN TO WOOD JOISTS w/ 10d TWISTED STRAPS„ SEE UPLIFT STUDS ® 16 O.C. COMMON WIRE NAILS ® 4" O.C. EXTENDS '/2" CDX PLYWOOD WALL CONNECTOR SCHEDULE E 2x6 SYP No.2 BOTTOM PLATE EDGES AND 6" O.C. FIELD SHEATHkING TO BOTTOM OF 2x8 PLATE FASTEN w/ 2 ROWS 12d COMMON " " 2pcs 2"x6" SPF No,.2 „ PEN BOTTOM 2 2x6 SYP No.2 WIRE NAILS @12 0 C 2 x8 SYP NO.2 FLOOR 8x8 ® 0 M LINTEL BLOCK STUDS AS KING POST TOP PLATE m......_ JOISTS ® 16" O.C. BOND SEAM w/ 1-#5 CONTINUOUS SUPPORTING RIDE • ; m..._. ....._..., BEAR/ 8" CMU) STEM WALL w/ #5 BEAM AT NIG • . • n „ ,.._.__.. __:_ «.....:.. «.... _............ «..,.._.:.. - «...._:. _ 2 2x6 SYP N 0.2 . :..m.... __..... .. «...:.:. VERTICAL DOWEL w/ STD 90 BEND C ) • . ao INTO FOUNDATION 0 48" O.C. BEND DOUBLE TOP PLATE _. .......... _.: .............___ DOWEL Ip3" 3"x'/4" P 2"x6" SPF No.2 OVER RT CAL INTO BOND V!E I x LATE BEAM ,4ND LAP 12 MIN. GROUT ALL WASHER AND HEX NUT BALLOON FRAMED � f f•. 2"x8" SYP NO.2 FLOOR CELLS §OLID w/ CONCRETE5/8"0 THREADED ROD STUDS ® 12" O.C. F JOISTS CSA 16" O.C. GRADE ANCHOR SYSTEM F. 2"x6" SPF NO.2 iii '� ii \// \ \/\\\�\/ /\\\\\� z BALLOON FRAMED A I"N /•\\.�\\. \\ \�\� ��\ \\/ % 00 20" STUDS CSD 12" O.C. 1 pc 2"x6" SPF No.2 c. �. JACK STUDS SUPPORTING o - 4_ THIN 90RICK VENEER AS PER J • ' ARCHIITECTURAL DRAWINGS 7" BEAMX » ROOF EACH SIDE 0 TYPICAL WALL SECTION AT DINING ROOM ADDITION 10"x2o" CONCRETE FOOTING 2pcs SIMPSON' MSTA24 STRAPS - OR 2pcs SIMPSON ►� 5 DOWEL P H TS24 CONTINUOUS � SECTION 3" CL AR TYP FO 2-=#5 TWISTED STRAINS, SEE UPLIFT FOOTING SHALL BE CENTERED CONNECTOR SCHEDULE. 1'-8" BEN E,gTH 8" CMU STEM WALL CHRISTOPHER C.KATHE FL P.E.36820 �_8SCALE: 3/4" = 1'-0" (3)2"x8" SYP NO.2 00 ROOF HEADER BEA NOTE: MULL STUDS NOT 3pcs 2"x6" SPF N0 .2 SHOWN FOR CLARITY FULL HEIGHT STUDS EACH 1pc SIMPSON MSTA24 ST P SIDE OF (3)2"x8" EACH SIDE OF HEADER TO • CREATE A CONTINUOUS LOAD ROOF HEADER PATH TO FOUNDATION BELOW - 1 "x3"x (TYPICAL EACH SIDE) 4 PLATE 1i • FLORIDA SEAL WASHER AND ADD 1pc SIMPSON H2.5 ' HEX NUT CLIP AT EACH STUD NOTE: SPLICALL MULTI-PLY REVISIONS: BATE 2"x6" SYP.N0.2 DOUBLE HEADERS TOTHER w 4 DEP PERMIT ISSUE 04126/2011 TOP PLATE. FASTEN TO (TYPICAL) ROWS 12d OOMMON WIRE NAILS III ;ETHER • 2"x4"/2"x6" SYP..INO.2 DOUBLE ® 12" O.C., TEACH LAYER w/ 10d COMMON WIRE (WAILS TOP PLATE. FASTLEN TOGETHER 00 @ 16" O.C. PROVIDE 3--'10d ' • 'WIRE NAI COMMON WIRE NAILS EACH w/ 10d COMMON LS DRAwNBY. DATE ® 16" O.C. PROVIIIDE 3-10d 2"�6" SYP NO.2 CCK 04/26/2011 SIDE OF SPLICE (TYPICA,iL) • COMMON WIRE NAILS EACH SILL PLATE • SIDE OF SPLICE (',TYPICAL) APPROVED BY: CCK ROM MI 2"x6" SPF NO.2 STRAP ANCHOR FDGE BEAM TO ,IOB N0. STUDS ® 16" O.C., 2"x4"/2"x6" SPF NO.2 GABLE END KING POST TO SUPPORT HEADER r E11-013 SEE FLOOR PLAN ° STUDS 0 16" O.C., RE SEE FLOOR PLAN BEAM AND FOUNDATION BELOW 1 2011 RENOVATIONS AND ADDITIONS 5 0 THREADED RO ° Ju 1 ANN RILEY UPLIFT CONNECTOR D ° 6 DETAIL & AL OF H 2.5 8.8 SCALE: NTS MAIN HOUSE ou 149 BEACH AVENUE ATLANTIC BEACH, FLORIDA 1. � DOUBLE TOP PLATE FASTENING DOUBLE TOP PLATE FASTENING WITH THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDA#ESTABLISHED INSECTION 82B-33.007 FLORIDAADMINISTRATNE CODE. AT 5/8 "0 THREADED R 0 D CONVENTIONAL CLIPS WHERE EXPOSED 2. THE MAW WIND FORCE RESISTING SYSTEMS ARE,DESIGNED IN ACCOR12ANCE WALL SECTION AND WITH SECTION 6,ANSI/ASCE 7-0 VNIMUM DESIGN LOADS FOR BUILDINI� FLOOR FRAMING SECTIONS 2 D ETA I LAND OTHER STRUCTUTo WITHSTAND THSTAND THE WIND LOADS ASSOCIAT€D to 3 DETAIL WITH AMINIMUMI BASIC WIND SPEED OF 120 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEM UIE 8.8 SCALE: NTS . SCALE: NTS INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE*MINIMUM DESIGN LOADS FOR BUILDINGS AND) 8m8 OTHER STRUCTURES0 MENTIONED IN NOTE 2. WILLIAM LEUTHOLD 7 ROWS16d COMMON 4ply 1.75" " 2'-0" ARCHITECT INC. 3'-9" WIRE N ILS ® 8" X14.02.0E 2742 HERSCHEL STREET O.C. MICROLAM LVL FLOOR BEAM NO BOLTS TRIM ENDS AS JACKSONVILLE, FLORIDA 32205 1 USE /4 PLYWOOD w/ 2pcs STEEL FLITCH PLATES. REQUIRED 4ply 1.75"X14.0" 2.0E 389-5456 FL. CORP. AA2755 S ACER AS REQUIRED A MICROLAM LVL FLOOR BEAM "FB-2" w/ 2pcs CHRISTOPHER C. KATHE, INC. •. i P-3/s" STEEL FLITCH O O O O O O O � O O CONSULTING STRUCTURAL ENGINEER PLATES. 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 -- -- — — — — — — -- ----- — ------------- ------------ " 'E' -- _-- _ 808 217 707 -- SOUTH � ) ,. w NORTH FACE ;L '' :L �` �- FACE FL P.E. 36820 5 ;_ A w I=i s ,E ' z c ckathe maII.0DM f " LL 1 Q- 16'-0" 1 —2 J W CIO STEEL FLITCH PLATTE = -' ~ 4ly 1.75 MPCROLAM'XLV 'FLOOR BEAM K n L w "FB-2" w/ 2pcs STEEL 18'-4 ' "O CARRIAGE THROUGH BOLTS—/ �� 3 '/2'0 CARRIAGE THROUGH FLITCH PLATES. /e x 13/2 h x 16 —0 long BOLTS w/ 2"0 WASHERS 73/4 NO STEEL FLITCH SIMPSON HHGU7.25—SDS w/ 2-0 WASHERS EACH SIDE FLOOR BEAM FB-2 STEEL FLITCH PLATE EACH SIDE AND HEX NUTS PLATE BETWEEN HIGH CAPACITY GIR1bER AND HEX NUTS ® 18" O.C., (2pcs THIS BEAM) THESE PLIES HANGER TAGGERED. TIGHTEN HEX NUTS , ELEVATION UNTIL SURFACE GRAIN OF MICROLAM 36pcs SDS '/4"Ox2'/2" 3ply 1.75"X14.0" 2.0E LVL PLIES BEGINS TO CRUSH. 8.9 SCALE: 3/4" = 1'-0" SECTION A—A SCREWS INTO MICROLAM MICROLAM LVL FLOOR BEAW LVL FLOOR BEAM "FB-2" "FB-1" w/ 2pcs STEEL 18" o.c. 9/is"0 HOLES ® FLITCH PLATES. (TYPICAL) � o 0 0 0 0 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 o 0 "0 CARRIAGE THROUGH ° BOLTS w/ 2"0 WASHERS 18" o.c. ® ° EACH SIDE AND HEX NUTS 16'-0" ° ® 18" O.C., STAGGERED.- FLOOR BEAM "FB-2" STEL FLITCH PLATE 24Pts SDS ' x ' " /4"� 2 /2 2 ELEVATION SCREWS INTO MICROLAM LVL FLOOR BEAM "FB-1" �-9SCALE: 3/4" = 1'-0" FLOOR BEAM "FB-1 " INTERSECTION 7 ROWS 16d COMMON4ply 1.75"X14.0" 2.0E i,WITH FLOOR BEAM FB- 2 ff WIRE NAILS ® 8" O.C. MICROLAM LVL FLOOR BfEAM TRIM ENDS AS USE '/4" PLYWOOD w/ 2pcs STEEL FLITCH (PLATES. REQUIRED —3ply 1.75"X14.0" 2.0E SPACERS AS REQUIRED B MICROLAM LVL FLOOR lee 5 DETAIL BEAM "FB-1" w/ 2pcs 8,9 SCALE: NTS O O O O O O ® O ® ® � : , P-%" STEEL FLITCH PLATES. • i O O O O O O O I . w B - H— r ) LL;5 a.. N J J 1 01/2" 0'/ " 14- � r— J 1 2ui j r- W STEEL FLITCH PATE J w 1/2"0 CARRIAGE THROUGH BOLTS f2% x 13'/2"h x 12'-0"Ion ' wTHROUGH 2pcs 123/8" STEEL w/ 2 ASHE S EACH SIDE FLOOR BEAM "FB- 1 STEEL FLITCH PLATE g BOLTS TS J�+l2"CARRIAGE� WASHERS 6" FLITCH PLATES. AND HE NU ® 18" O.C., EACH SIDS AND HEX NUTS STAGGdERED. TIGH N HEX NUTS 3 E LEVATION (2pcs THIS BEAM) 2"x6" SYP N0.2 PLATE. UNTIL SURFACE GRAIN OF MICROLAM NOTCH AS REQUIRED TO LVL PLIES BEGI S TO CRUSH. �-9SCALE: 3/4" _ I'-0" SECTION B—B SIMPSON HHGU7.25--SDS ALLOW FOR WELDING OF "� HOLES HIGH CAPACITY CINDER � SIMPSON HANGER s 18" 0.c. /'g HANGER (TYPICAL) WELD THE SIMPSON HHGU7.25 4ply 1.75"X14.0" 2.0E HANGER TO THE SIDE OF THE - 0 0 0 0 0 0 0 0 0 0 TS5"x8"x'/4" TUBE STEEL 'MFCBROLAM/LVLLpcs STEOL CHRISTOPHER C. KATHIE FL PE N MW BEAM w/ '/4"x7" FILET FLITCH PLATES. 0 0 0 0 0 0 0 0 WELD, EACH SIDE ® , o 18" o. 12f—Off TS 5x8 x / u _.. » " f. TUBE STEEL BEAM �f FLOOR BEAM FB-1 STEEL FLITCH PLATE ° '/2"0 CARRIAGE THROOGH FLORIDA SEAL BOLTS w/ 2"0 WASHERS 4 ELEVATION ° EACH SIDE AND HEX (NUTS REVISIONS: DAM • 3 — " ° ° ® 18" O.C., STAGGERED. DEP PERMIT ISSUE 04/26/2011 8.9 SCALE. /4 — —p °, 24P�,s SDS '/4"Ox2'/2" DRAWN BY: DATE: SCREWS INTO MICROLAM CCK 04/26/2011 LVL FLQOR BEAM "FB-2" APPROVED BY: F OOR BEAM »FB— 2 CCK INTERSECTION NO. E11-013 WITH TUBE STEEL BEAM CEN eD RENOVATIONS AND ADDITIONS 6 DETAIL , JuL 11 20 .1 ANN RILEY 8.9 SCALE: NTS BUREAU BHE� COASTAL 149 MAIN HOUSE `A 149 BEACH AVENUE ATLANTIC BEACH, FLORIDA 1. THESE PLANS ARE DESIGNED TO BE N COMPLIANCE WITH THE STAMDARDS ESTABLISHED IN SECTION BMW=FLORIDA ADMINISTRATIVE CODE FLITCH BEAM SECTIONS 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCKIRDANCE AND DETAILS WITH SECTION 6,ANSUASCE 7-05'MINIMUM DESIGN LOADS FOR BUSDINGS WITHAND OTHER STRUCTURES* NfuIUMBASIC WIND SPEEDWITHSTAND OF 1�W�LOADS AS.SO�TED 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCOF91ANCE WITH SECTION 6 OF THE'MINIMUM DESIGN LOADS FOR BUILDINGS-AM 8m9 OTHER STRUCES'TURMENTIONED N NOTE 2 i WILLIAM LEUTHOLD THREADED ROD CONNECTION SYSTEM CONVENTIONAL ROOF FRAMING: - ARCHITECT INC. tem as Sh RAFTER DESIGN DEAD LOAD 10 psf 2"x6" SYP N0.2 The contract r sha utilize the all-thread connections Ys a rwall AIL-Thread Connection System RAFTER DESIGN LIVE LOAD = 20 p%f RAFTERS 0 24" O.C. 2736 HERSCHEL STREET specified as follows „ JACKSONVILLE, FLORIDA 32205 The shearwall all-thread uplift connection �' 2x4 SYP N0.2 BLOCKING 389-5456 FL. CORP. AA2755 p (SWATC) system. is composed of one „ Uplift cannec ors f m the various conventional roof framing, conventional 5/ �_ /2 CDX PLYWOOD ROOF SHEATHING, @ 48 O.C. 3 SPACES BACK., overfrarining, overe porch framing, and floor framing shall be installed in 8 diameter 36 ksi all-thread rod that runs the full vertical height of the wall, FASTEN w/ 8d RING SHANK COMMON BETWEEN GABLE END AND accordance w th th Uplift Connector Schedule. penetrating both the top and bottom plates, and grouted with Simpson Strong-Tie WIRE NAILS CSD 4" O.C. EDGES AND FIRST RAFTER CHRISTOPHER C. KATHE, INC. High, Strength Epoxy into the slab/stemwall with 8" embedment. Use a 11/16" drill 6" O.C. FIELD. bit for late and concrete holes. The cast in lace 5/a" I FASCIA AND SOFFIT CONSULTING STRUCTURAL ENGINEER AII-Thread Uplift C nnection System p p /8 diameter x 12 anchor ,yr_ bolt% specified on structural sheet 8.4, shearwall specifications, may be utilized in - AS PER ARCHITECTURAL 4200SCEOLAAVENUE The all-thread upli connection system (ATUC) is composed of one 5/8" diameter 36 lieu of the drilled and epoxied threaded stud at the concrete slab.. The top end of ;; PLANS AND SECTIONS JACKSONVILLE BEACH, FLORIDA 32250 ksi all-thread rod hat runs the full vertical height of the wall, penetrating both the the SWATC is bound to the top plate with a 3" square, �/" thick washer and a nut. :: : ....m. m _..... ...m.. (808)217-4707 bottom I tes and r - The bottom late is bound to the slab with a 1-% " round 1 8" thick washer and ;; 3"x3"x'/ " PLATE WASHER FL P.E. 36820 " 4 a�cath mail.com top and p grouted with Simpson Strong Tie High Strength Epoxy P r� / nut. The all-thread may be spliced with a coupler threaded onto the all-thread a 4-12d TOE NAILS WOOD I II AND HEX NUT e@9 into the slab stem all with 8" embedment. Use a 11/16" drill bit for plate and Y P P concrete hole T cast in lace ml distance of 3/ " at each end of the coupler. EACH END, FROM PANELING II p 5/8 diameter x 12 anchor bolts specified on 4 pier. The coupler shall be rated BLOCK TO RAFTER CEILING structural sheet 8. may be utilized in lieu of the drilled and epoxied threaded stud for (allowable tension of 4,500 pounds under wind loading. The locations of SWATC ;; (2)2"x6" SYP No.2 TOP PLATE " witKiin the above referenced structure shall be as follows: w II SPLICE TOGETHER w/ 2 ROWS 10d at the concrete sl The top end of the ATUC is bound to the top plate with a 3 „ ; square, %" thick w sher and a nut. The bottom plate is bound to the slab with a Q COMMON WIRE NAILS ® 16" O.C. 1 %" round, 1/8" t ick washer and nut. The all-thread may be spliced with a She�rwall Ends 1pc within 3 of end studs > coupler 'threa ed o to the all-thread a minimum distance of 3/4" at each end of Mi9- ellaneous the coupler. The upler shall be rated for allowable tension of 4,500 pounds under it wind locoding. The ocations of ATUC within the above referenced structure shall be The installed " diameter anchor bolts that are not utilized by the all-thread as follows: „ » » connection system shall receive a 2x2 x1/8 plate washer and hex nut at the 11 bottom plate. Typical 'Wall S ction 48" o.c. max , II Minimum Quantity ATUC Between Corners Maintain a minimum edge distance of 2" from the outside edge of the embedded E BALLOON FRAMED 2'_ pcs long ', Straight Run of Continuous Bearing Wall all-thread rod to the outside face of the 8" cmu stemwall. if GABLE END WALL w/ II £' 2"x6" SPF No:2 The top plate shall be free of splits, checks, shakes, and wanes. STUDS 12" O.C. Bearing Wall nds( t Including Shearwalls) 11 1 c within 3 of end studs P The hex nut above the top plate shall be tightened to approximately 30ft.-lbs. of 5/8"0 THREADED-ROD CONNECTION II torque. Changes in moisture content and the related shrinkage of building materials I SYSTEM AS PER STRUCTURAL II CEDAR SHINGLES AS PER Header Frami g will effectively eliminate the pre loading caused by the initial tightening of the hex SHEETS 8.4 E '; � ARCHITECTURAL PLANS 1 each side f opening within 3" of full height studs nut. After all rough-ins of the mechanical and electrical trades are complete, and i prion to installation of insulation re-tightened the upper hex nuts to the required ' " GYPSUM DRYWALL Bottom Plate Splic 30ft...-Ibs. of torque. /2 „ Install "fix w/ 4" embedment Redhead within 12" of splice, each side of II splice. ATC ay substitute for Redhead. „ '/2 CDX PLYWOOD WALL SHEATHING 11 FASTENED w/ 8d COMMON WIRE ABOVE TOP PLATFE, PROVIDE A 3"x3"x'/8" FLOOR SYSTEM DESIGN CRITERIA: ;; NAILS 0 3" O.C. EDGES AND PROVIpE A ADD( IONAL ROW OF NO SPLICE IN DOUBLE THICK STEEL PLAN WASHER. FASTEN FLOOR DEAD LOAD = 20psf 6" O.C. FIELD 8d FLAILS AT 6 O.C. INTO THE TOP PLATE BETWEEN WITH A HEX NUT AND ALLOW AT LEAST � FLOOR LIVE LOAD = 40psf TOP PLATE (I ADD TION TO OTHER KING STUDS AND FIRST 3 THREADS TO EXTEND ABOVE TIGHTENED NAILIFIG SP CIFIE IN SCHEDULE. ANCHOR RODS. HEX NUT. (TYPICAL) 11 COUPLER NUT AND 123"x3"x'/4" PLATE 2"x6" SYP No.2 BOTTOM PLATE ;; 3"x3"x'/4" PLATE ROD SPACING, SEE CONVENTINAL ROF WASHER AND HEX NUT FASTEN w/ 2 ROWS 12d COMMON I II WASHER SCHEDULE. FRAMING(TYPICAL) WIRE NAILS ® 12" O.C. II 11 2"x8" P.T. SYP No.2 SILL PLATE w/ p r r 2 2"x6" SYPH N0.2 3 " " '/2"0x 10 HOT DIPPED GALVANIZED it �i C ) / STURDI-FLOOR SUB FLOOR » RAFTER=TO-P ATE 11 DOUBLE TOP' PLATE 4 i >- , E PLYWOOD SHEATHING. GLUE AND l II ANCHOR BOLT w/ COUPLER NUT AND CONNECTOR, SEE v i- -- ------ f �' �= ----,'E NUMBER OF KING STUDS FASTEN TO WOOD JOISTS w/ 10d II SCHEDULE. II 11E >�E EASIDE OF OPENING, » �� 2"x2"x'/s" PLATE WASHER @ 24" O.C. 0 0 `' DER SCHEDULE. COMMON WIRE NAILS ® 4 O.C. �� „ EDGES AND 6 O.C. FIELD I 11 EXTEND '/2 CDX PLYWOOD WALL fHEADER, SEE CONTINUOUS SHEATHING ;; SHEATHING TO BOTTOM OF 2"x8" PLATE Q Q SCHEDULE. SHALL BE FPROVIDED2x8 SYP N0.2 FLOORg"x8" OPEN BOTTOM LINTEL BLOCKJOISTS @ 16 O.C.0 0 ABOVE ALLOPENINGS BOND BEAM w/ 1-#5 CONTINUOUS I AND �� SHALL BE NAILED ® 3 O.C. ALONG EDGE ......... _ - ................_ ,.....�__._......,..»�.._.. .. .... . , ........... __.....,.,, ...._... 8 CMU STEM WALL, w/ #5 { w w w AND AT CRIPPLES ABOVE VERTICAL DOWEL w/ STD 90' BEND SHLATHI G Q -" Q JACK STUDS, ¢ HEADER. (TYPICAL) " (TYPICAL) SEE HEADER w INTO FOUNDATION ® 48 O.C. BEND _ = SCHEDULE. = PROVIDE AN ADDITIONAL ROW OF OVER VERTICAL DOWEL INTO BOND 2"x8" P.T. SYP No.2 BEAM AND LAP 12" MIN. GROUT ALL 8d NAILS AT 6" O.C. ONTO ONE OF RIM BOARD w/ 5 pcs 12d CELLS SOLID w/ CONCRETE co co THE KING STUDS ADJACENT TO ALL Q Q ROUGH OPENING ¢ OPENINGS. (IN ADDITIOIN TO OTHER <j COMMON WIRE NAILS INTO SEE ARCH. e NAILING SPECIFIED IN SCHEDULE. WOOD HEADER AM EACH JOIST /�j� :: \ \/ >�� 8" EMBEDMENT F R 5/8"4� THREADED R D �/2"� x `10" HOT DIPPED 5 » /8 0 THREADED ROD AT 8" CMU STEM WA-L GALVANIZED ANCHOR BOLTS - ANCHORING SYSTEM .� 20 d 10"x20" CONCRETE FOOTING w/ COU�fPLER NUT, 2"x2"x'/8" SEE DETAIL 1/8.10 w 2- 5 CONTINUOUS PLATE MASHERS, AND HEX _ i� FOOTING SHALL BE CENTERED NUTS. SPACING AS REQUIRED 7 TO MAINTAIN 24" MAX. S�R O TH READ ED ROD 3" CLEAR TYP BENEATH 8" CMU WALL IF SPACING TO NEXT ANCHOR AT HEADER/OPENING 1'-8" #5 DOWEL STEMWALL FOUNDATION BOLT OR THREADED ROD. H EADED ROD ANCHORING SYSTEM DETAIL 2 DETAIL WALL SECTION AT DINING ROOM GABLE END r7s\ CHRISTOPHER C.KATHE FL P.E.38820 g,10 CAL N.T.S. SECTI ON �10 SCALE: N.T.S. 5 i �10 SCALE: NTS AL RNA , ADD 1pc SIMPSON H2.5 UPLIFT ALTERNATE, ADD 1pc SIMPSON H2.5 UPLIFT , 1 pc SIM CONNECTOR AT TOP AND 1pc SIMPSON MSTA24 CONNECTOR AT TOP AND V STRAP EACH SIDE F BOTTOM OF THESE STUDS STRAP EACH SIDEOF BOTTOM OF THESE STUDS '� ANCHOR DOORREA DER ID DOOR HEADER IF 3" DRILLED AND EPDXIED 5/8 T'H „ „ THREADED ROD HOT DIPPED GALVANIZED SYSTEM IS SYSTEM IS " '' LATE TYPICAL THREADED ROD ANCHOR, FLORDASEAL NOT USD " 3» » I » 11 II 3"x3"x'/ " SEE GENERAL NOTES AND x3 x /4 PLATE NOT USED �� 4 DETAIL 1/8.10 ' WASHER AND HEX NUTS ,I WASHER AND HEX NUT REVISIONS: DATE ii if a DEP PERMIT ISSUE 04/26/2011 {� \-5/8"O '-- 5/,,"0 THREADED-ROD „ THREADED-ROD „ 2 x6 S F N 2 11 tHE DER SEE 11 UPLIFT CONNECTION 2"x6" SPF NO.2 " UPLIFT CONINECTION 8" MINIMUM STUDS ® 6" 0 ;; SC EDULE AND • II SYSTEM STUDS ® 16" O.C. II SCHHEADDULE AND •R, SEE SYSTEM EMBEDMENT 'I" II 2"x8" P.T. SYP NO.2 P NS u 2pcs„ FULL HEIGHT PLA S 11 2pcs FULL (HEIGHT SILL PLATE,' DATE: II II �� u » » CCK 0412612011 „ 2x6 SPF N0.2 ;; 11 2x6 SPF I'�0.2 it II STUDS EACH SIDE II II STUDS EACH SIDE 11 OF OPENING, II 11 OF OPENING'S • CCK APPROVED DS 11 11 MINIMUM. SEE II 3"xS"x'/4 ' PLA E II II FRAMING PLAN II II FRAMING NG PLAN B,BEAM w/ 1B-#5 E11-013 JOB NO. WASHER AND EX NUT II ROUGH II °� 11 u „ ED OR COUPLER NUT T S OPENING 11 \--1pc 2x6 SPF NO.2 11 11 CONTINUOUS If II CRIPPLE STUDS EACH 1pc 2x6 g�PF N0.2 '° RECON LEV L If II ROUGH C CRIPPLE STI�IDS EACH RENOVATIONS AND ADDITIONS II SEE II SIDE OF 3'-1" OPENING, 11 OPENING II SIDE OF 3'=1" OPENING, 8" CMU REINFORCED JUL 1 1 � �� ANN RILEY NOTE: II �RCHITECTURALS II OR 2pcs 2"x6" SPF N0�,2 11 SEE 11 „ " FASTEN THS H2. w 11 11 CRIPPLE STUDS EACH » » » 11 11 OR 2pcs 2 %6 SPF NO.2 STEMWALL OVER „ / 11 11 SIDE OF OPENING UP 3x3 x /4 PLATE 11 f\RCHITECTURALS 11 CRIPPLE STI)DS EACH CONCRETE gV�EP`U OF Big 10-8dx11/ " WASHER AND HEX NUT �� SIDE OF OPLENING UP FOUNDATION &Cpp�STAL 3YliT� MAIN HOUSE 2 II II TO 6,_4» II II �� 149 BEACH AVENUE COMMON WIPE NAILS OR COUPLER NUT AT 11 11 TO 6'-4" ATLANTIC BEACH, FLORIDA FASTEN THEE MST 24 SECOND LEVEL _THE STAHWM U u » 1. THESE PLANS ARE ESTABLISHED IN SECTION 828.33.007 FLORIDA ADMINISTRATIVE CME. w/ 18-10d COMMON i FRAMING AND STRAPPING A T FRAMING AND STRAPPING AT ALTERNATE D R I L L r D AND EPDXIED 5�g 0 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE THREADED ROD SYSTEM DETAILS, WIRE NAILS TYPICAL EXTERIOR WINDOW OPENING TYPICAL EXTERIOR D00R OPENING THREADED STUD IN LIEU OF ANCHOR BOLT WITH SECTION 6,ANSIIASCE 7-05'MINIMUM DESIGN LOADS FOR BUILDINGS SCHEDULES,AND NOTES AND OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOr ATED 6 DETAIL �+A MLNLMIM BASIC WIND SPEED OF 120IiIPH. TA I LK74� DETAIL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THLER USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCOI�NCE 8.10 SCALE: 1/2" = 1'-0" 8.10 SCALE: 1/2" = 1'-0" �10 SCJgLE: 3" = 1'-0" WITH SECTION 6OFTHE'MINIMUMDESIGN LOADS FOR BUILDINGIIPAND 8m10 OTHER STRUCTURES'MENTIONED IN NOTE 2. i i i E i UPLIFT CONNECTOR SCHEDULE DESIGN CRITERIA DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE REINFORCED CONCRETE WILLIAM LEUTHOLD(END ZONE = 5'-0") Kd = 0.85 MEMBER SUPPORT SIMPSON CONNECTOR FLORIDA BUILDING CODE 2007, WITH 2009 AMMENDMENTS. /ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ARCHITECT INC. WIND DESIGN PER ASCE 7-05. LOCATED WITHIN WIND (OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE 2736 HERSCHEL STREET AREA 1 sf 20sf 30sf 40sf TYPICAL CONVENTIONAL ROOF FRAMING: BORNE DEBRIS REGION. DESIGNED AS "ENCLOSED". PREVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. JACKSONVILLE, FLORIDA 32205 PO ITIVE,� SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION NEW DINING ROOM CONTRACTOR SHALL INSTALL IMPACT RESISTANT UNLESS OTHERWISE SHOWN ON DRAWINGS 389-5456 FL. CORP. AA2755 NEW ROOF RAFTERS: DOUBLE TOP PLATE , MINIMUM COVER FOR REINFORCING SHALL INTERIOR 36.7 ' -39.8 +35.0 -38.1 +34.1 -37.2 +33.4 -36.5 (2)MTS12, SEE SECTION '1/8.8 WINDOW/DOOR GLAZING SYSTEM OR STRUCTURAL SHUTTERS. �3E AS FOLLOWS: • HEADER BEAM (2)MTS12 SLABS ON GRADE CHRISTOPHER C. ENDZONE 36.7 -49.1 +35.0 -45.8 +34.1 -43.9 +33.4 -42.5 RIDGE BEAM (2)A35, SEE SECTION 1/`8.8 LIVE LOADS: CENTERED KATHE, INC. ROOF AND CANOPIES 20 PSF FFOUNDATIONS 3" CONSULTING STRUCTURAL ENGINEER AREA 5 sf 60sf 70sf 80sf RIDGE BEAM: KING POST (2)MSTA24 OR (2)HTS24T,. FLOORS 40 PSF420 OSCEOLAAVE FALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE NUE POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION CONTINUOUS TO FOUNDATION PORCHES 40 PSF FABRIC SHALL CONFORM TO ASTM A185. JACKSONVILLE BEACH, FLORIDA 32250 SEE DETAIL 6/8.8 {808)217-4707 INTERIOR' 32.8 '� -36.0 +32.4 -37.7 +32.0 -35.1 +31.7 -34.8 N FRONT ENTRY ADDITION WIND LOAD DESIGN CRITERIA ASCE?-05 ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. FL P.E.36820 NEW ROOF RAFTERS: DOUBLE TOP PLATE (1)MTS12 cckathe@gmail.com ENDZONE 32.8 ! -41.4 +32.4 -32.8 +32.0 -39.8 +31.7 -39.2 HEADER BEAM (1)MTS12 BASIC WIND SPEED 120 MPH ALL CONCRETE REINFORCEMENT S IMPORTANCE FACTOR HALL BE DETAILED, FABRICATED, LABELED, SUPPORTED PROJECT AREA 9 sf 100sf 110sf 120sf RIDGE BL-AM (1)A35 1.0 AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES LOCATION WALL LEDGER (2)A35, SEE SECTION 1/L8.7, SIMILAR EXPOSURE 'C' AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARI.D POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION MEAN ROOF HEIGHT 32.0 FT PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES' A NEW CEILING JOISTS: NEW RAFTERS ROOF PITCH CI 315. BAR SUPPORTS INTERIOR +31.4 -34.5 +31.2 -34.3 +31.0 -34.1 +30.8 -33.9 6-12d NAILS EACH END 9/12 (36.87 DEGREES) SHALL BE PLASTIC DIPPED AFTER FABRICATION. ' 1No WALL LEDGER (1)LUS26, SEE SECTION 11/8.7, SIMILAR INTERNAL PRESSURE COEFFICIENT "ENCLOSED" +0.18/-0.18 • ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST 110 NPH �o, 120 NPH ENDZONE +31.4 -38.6 +31.2 -38.1 +31.0 -37.7 +30.8 -37.3 WINDOW/DOOR DESIGN PRESURE SEE TABLE ON SHEET 8.11 E?DITION OF ACI 318 BUT IN NO wiND zoNE W COVERED POC A - CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. NAND cwPAM NEW ROOF RAFTERS: PORCH HEADER BEAM (2)MTS12, SEE SECTION 11/8.7 ALLOWABLE UNIT STRESSES ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO 2 MESH PANELS AND R �- T E D IIGN OF THE FASTENING OF THE WINDOWS DOOR ( ) TIED SECURELY. WINDOWS/DOORS TO THE WALL LEDGER WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. WALL F MING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR (2)A35, SEE SECTION 1/�•7 CONCRETE: (PER ACI 318) 105 NPH 115 NPN 120 NPH WNVD ZONE ND NO ANU CTU SUPPLIER AND SHALL MEET THE WINDOW/DOOR NEW CEILING JOISTS: NEW PORCH RAFTERS 8-12d NAILS CONCRETE: SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. ZON DESIGN WIND PRESSURES. WALL LEDGER (1)LUS26, SEE SECTION 1 /8.7 FOUNDATIONS f'c = 3000 PSI A MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR N ZONE NEW PORCH OUTRIGGER: PORCH HEADER BEAM (1)H2.5 SLABS ON GRADE f'c = 3000 PSI EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. OVERFRAME w/ 2"x6" SP CONCRETE MAXIMUM WATER CEMENT RATIO: Si-6 PAST OUTERMOST CHAIR OR SUPPORT BAR.BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN Wind Zone Ma 1/2" COX PLYWOOD No.2 RAFTERS @ 24" OC, EXISTING ROOF FRAMING 1 FOUNDATIONS AND CONCRETE FILL P . ROOF SHEATHING w/ 2"x6" SP No.2 COLLAR EXISTING ROOF RAFTERS: NEW ROOF HEADER BEAM ADD (2)H2.5, SEE SECTIOV 1/8.7 SLAB ON GRADE 0.56 8d RING SHANK COMMOt TIES W/ 8pcs-12d COMMON DOUBLE 'TOP PLATE ADD (2)H2.5 WHERE EXPOSED FOUNDATIONS 0.60 WASONRY WIRE NAILS @ " 0. j WIRE NAILS EACH END @ 24" OC. HEADER 13EAM ADD (2)H2.5 WHERE EXPOSED REINFORCMENTASTM A615 - GRADE 60 AILL LOAD BEARING STEMWALLS SHALL BE COMPOSED OF ASTM C90, GRADE 2"x8" SYP No.2 LEDGER, FASTEN EXISTING CEILING JOISTS: EXISTING RAFTERS ADD 6-12d NAILS WHERE EXPOSED WELDED WIRE FABRIC ASTM A185 N�1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE So' MORTAR. LEDGER TO ROOF THRU PLYWOOD DECK fm = 1500 PSI AILL EXTERIOR CMU STEMWALLS SHALL BE REINFORCED FULL HEIGHT IN A GROUT FILED � w/ 2-#10x33/4" DECK SCREWS w/ 1" TYPICAL CONVENTIONAL ROOF OV RFRAMING: CEELL WITH 1#5 AT: L DIA. WASHERS AT EACH TRUSS INTERSECTION STRUCTURAL STEEL: (PER AISC, CURRENT EDITION) • EACH CORNER, WALL ENDS WA OVERFRAMING RAFTER LEDGER (1)H2.5, SEE SECTION 1 8.11 STEEL BOLTS ASTM A325 • LL INTERSECTIONS, 1pc SIMPSON H2.5 w/ OVERFRAMING RAFTER RIDGE BEAM / EACH SIDE OF CONTROL JOINTS LOWER OOF 8-8dx11/2" COMMON WIRE (1)A35, SEE SECTION 2/8.11 STAINLESS STEEL BOLTS AISI TYPE 304 • MAXIMUM SPACING OF 4'-0' O.C. AT THE FIRST LEVEL ADDITION RAFTERS @ 24" O.C. NAILS FROM RAFTER (NOTE: INSTALL OVERFRA ING LEDGER BOARD TO RAFTERS w/ 2 ROWS TUBE STEEL COLUMNS ASTM A46 • MAXIMUM SPACING OF 4'-0" O.C. AT THE FIRST LEVEL DINING ROOM TO LEDGER #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) ALL OTHER STEEL ASTM A36 • MAXIMUM SPACING OF 2'-8" O.C. AT THE FIRST LEVEL LIVING ROOM ED ER DETAIL AT OVERFRAMING RAFTERN POC F0 FR WELDING ELECTRODES ASTM A-233 E-70XX GFROUT ALL CELLS SOLID WITH CONCRETE GROUT. DO NOT BEGIN PLACEMENT OF GROUT PORCH FLOOR JOISTS: NEW PORCH FLOOR BEAM (1)H2.5, SEE SECTIONS 5/8.7 TIMBER: (PER NDS FOR WOOD CONSTRUCTION) UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. 1 DETAIL SA9MINWAL LUMBER SYP No. 2 MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. 8.11 SCALE: N.T.S. NEW PORCH FLOOR BEAM: CMU PIER (2)HETA16, SEE SECTIONS 5/8.7 ► STRUCTURAL STUDS SPF No. 2 EXISTING FLOOR FRAMING: SOIL BEARING PRESSURE 2000 PSF STING FOUNDATION 2" 8" SYP No.2 ,---1pc SIMPSON A35 CLIP FI FLOOR JOISTS: NEW FLOOR BEAM (1)H2.5, SEE SECTIONS 4/8-8 TI-I! >. ANGLE AT EACH OVERFRAMING . E EXISTING FOUNDATIONS SHALL REMAIN "AS-IS". THE EXISTING REINFORCED RIDGE BEAM AND 5/8.8 EPDXY ADHESIVE: MaNOLITHIC CONCRETE FOUNDATION FOUNDATIONS IS NOT ADEQUATE TO RESIST - RAFTER TO RIDGE BEAM. FASTEN o ° w/ 12-8dx1 '/2" NAILS EACH • ° a EXISTING FLOOR FRAMING (1)LUS28, SEE SECTIONS 2/8.7 SIMPSON STRONG-TIE "SET" AHIE FEMA 55 AND THE STATE OF FLORIDA DEP REQUIRED WAVE IMPACT LOADS, 0 COMPONENT ANTICIPATED E T EPDXY ADHESIVE D SCOUR LOADS, HYDRODYNAMIC L NEW OR MODIFIED WINDOW DOOR LOADS, AND S DEBRIS IMPACT LOADS A35 SI 2"x6" 1►vIULTANEOUS WITH T SYP No.2 HE FLORIDA BUILDING CODE LATERAL WIND LOADS. HEADER TO 3'-0" JACK STUDS HARDWARE: FAILURE OF THE FOUNDATION SYSTEM AS A RESULT OF THE APPLIED FEMA 55 /2 F SHEATHING OD RAFTERS INE (1)MSTA24 EACH SIDE ALL EXPOSED HARDWARE SHALL BE HOT DIPPED LaADS AND THE STATE OF FLORIDA DEP LOADS WILL HEADER 3 -0 TO 6 -0 JACK STUDS (2)MSTA24 EACH SIDE OF- THE STRUCTURE. THE BUILDING OFFICIAL AND RESULT IN THE FAILURE ROOF SHEATFIING RAFTERS ® 24" O.C., HEADER 6'-0" TO 9'-0" JACK STUDS GALVANIZED. BOLTS SHALL MEET REQUIREMENTS THE OWNER SHALL BE ADV( ' SEE ROOF (3)MSTA24 EACH SIDE OF- THIS CONDITION. SED OF ASTM A-325, TYPE 1, AND HOT DIPPED ° °°° FRAMING PLAN. EXTERIOR INTERIOR BEARING WALLS UTILIZING CONVE TIONAL STRAPS AND CLIPS GALVANIZED IN ACCORDANCE WITH ASTM A-153. •° DBL TOP PLATE 2"x4"/2"xl6" STUDS ADD (1)H2.5 ® 16" O.C. NUTS SHALL MEET THE REQUIREMENTS OF ASTM �PPLEMENTARY NOTES Go SEE DETAIL 3 8.8 000 •• x, / � _ A-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED VEfRIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. �j 2"x6" SYP No.2 COLLAR TIES w/ 2"x4"/2"x6" STUDS BOTTOM PLATE ADD 1 H2.5 WASHERS, AND HARDWARE SHALL BE HOT DIPPEDCOIORDINAT = SEE2ROOF1LS EACH END,FRAMING PLAN SEE DETAIL 3/818 SIMILAR' GALVANIZED (UNO). ELECTRICAL, AND NPLUMBING EDRAWINGS.VES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, 0 wNOTE: COLLAR TIE TO BE LOCATED BOTTOM SILL PLATE 8" CMU STEMWALL BELOW ADD 1/2"0 x 8" THREADED' STUDS DEP DESIGN CRITERIA: THEE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR _ NO HIGHER THAN 2/3 THE TOTAL C�ISTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES ACTS AND/OR @+ 24" O.C. w 2"x2"x PLATE DUVAL COUNTY OF THE CONTRACTOR, ND/4 \I HEIGHT OF THE RAFTER WASHER / /a MONUMENT 0 OR ANY OTHER PERSONS PERFORMING WORK, NOR F4R RAFTER cv R052 THEE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE BEARING EXTERIOR INTERIOR BEARING WALLS UTILIZING THE THREADEDCONTRACT DOCUMENTS. ROD SYSTEM 100 YEAR STORM ELEVATION 17.5' NGVD PR OVERFRAMING RAFTER DBL TOP PLATE 2"x6" STUDS 5/B"� THREADED ROD ® 4g3" O.C. WAVE CREST HT. (OVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS 2 DETAIL 100 YEAR STORM DESIGN 5.5' NGVD CONSTRUCTION. IN PLACE DURING BOTTOM SILL PLATE 8" CMU Sl'EMWALL BELOW ADD �/2"4 x 8" THREADED STUDS - GRADE CD 24 O.C. w/ 2x2 x /8 (PLATE IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, .11 SCALE: NTS THE ENGINEER SHALL BE NOTIFIED. WASHER IN-BETWEEN 1/2"oo THREADED ROD UPLIFT CONNECTION WD SYSTEM CHRISTOPHER c.wATHE FLPE.36620 NOTES: ALL SIMPSON CONNECTORS IN 1) CONNECTORS ARE SIMPSON STONE TIE OR EQUIVALENT. CONTACT WITH ACQ PRESSURETREATED LUMBER SHALL HAVE ` 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. THE MANUFACTURER APPLIED ' 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: "ZMAX" FINISH e MTS12 14-1 Odx11/2" FLORIDA PRODUCT APPROVAL #104916.33 to COVERED PORCH SIMPSON H2.5 8-8dx11/ = . 2 FLORIDA PRODUCT APPROVAL #104%.11 CONNECTORS AND ALL FLORIDA SEAL A35 12-8dx11/2" FLORIDA PRODUCT APPROVAL #104 .4 OFF-GRADE FLOOR SIMPSON LUS26 8-10d FLORIDA PRODUCT APPROVAL #1 065 •111 CONNECTORS SHALL BE REVISIONS: DATE: LUS28 10-10dFLORIDA PRODUCT APPROVAL #1065:`5.113 TYPE 304 STAINLESS STEEL DEP PERMIT ISSUE 040011 HETA16 10-10d FLORIDA PRODUCT APPROVAL #1147:3.3 MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 HTS24 20-1Odx11/2" FLORIDA PRODUCT APPROVAL #1045CO•24 NOTE: HTT16 5/8"0 x 12" THREADED ROD FLORIDA PRODUCT APPROVAL #114915.1 SEE STRUCTURAL SHEETS DRAWN BY: DATE: AND 18-16d FOR SPECIAL STAINLESS STEEL CCK 04/26/2011 "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 CONNECTORS AND FASTENERS APPROVED BY- CCK • o JOB NO. o E11-013 of ° • • RECEIVED RENOVATIONS AND ADDITIONS °° • . ° • • ANN RILEY JUL 1 1 211 O ° • • • ° ° qlST L SYSTEMS MAIN HOUSE BUREAU OF BEACHES ov U ° �a a „ 149 BEACH AVENUE ° o ( ° ATLANTIC BEACH, FLORIDA 0 0 ° o o o 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STAWDAM 0 0 0 ° o ESTABLISHED IN SECTION 628-33.007 FLORIDAADMINISTRATIVE Codg. O ° ° 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCOR ANCE DETAILS, SCHEDULES,AND WITH SECTION 6,ANSUASCE 7-W OMINIMUM DESIGN LOADS FOR BUWNGS STRUCTURAL NOTES H 2.5 A35 APD OTHER STRUCTURES'TO WITHSTAND THE WIND LOADS ASSOCIATED I 1� LUS26 L 8 US2 HTS24 4 T H T6 ��- �- H ETA 16 WITH A MINIMUM BASIC WW SPEED OF 120 MPH. 3. THE COMPONENTS AND j CLADDING HAVE BEEN SELECTED AND USE THEW INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCDRD)ANCE WITH SECTION 6 OF THE MNIMUM DESIGN LOADS FOR BUILDINGS AND 8mll OTHER STRUCTURES•MENTIONED IN NOTE 2. !Alk l °.�Gt'III1t�'d a ,i 1 h 4w 1 I I � I U ADJACENT RES I I 'ENCE I � CONC.SLAB w � J I � I I Z I N�T Ab LL, I co FLOOD ZONE"AM, FLOOD ZONE"VE ll I (DEPTH 2) (EL 171 I � i L� 0 I 0 'WIDE I 50.08'TO CCCL � �� j zr L 0 T 4 FLOOD ZONE W FLOOD ZONE"AO" a (203.98'.LP:I.PI)� CO : RETE WALL c o I (DEPTH 21 20.E TO FENCE2ND STORY m I m "� 2'WOOD FENCE 02' WOOD DECK I REMOVE WALK N830 24'06' 419' (ACT.) x 1.2' S' 1.6' 1.8' I x — x "-- 3 2.1''" �2 ' EXISTINGWAL4K � � � - - - - - - — - -_ —_ —_ 8.3' P 137.7' `D — — REMO � — 20.4.1.6 io � - / — — — — — .�i _ 01i 5 % V�IOOD _ J / COVER�D TWO-STORY WOOD SHED / `� RELOCATE AIC UNITS �I�WOOD II Z a � I N/� N STEPS �' \� ol�� II � a�.. GARAGE I 78.5' 34.4' PORC�I w .%�%///�/ o I W I I o I 20.4/ i / 5.6' �1.7 �� THREERAME — �- — — w �o f' (SCREENED IN r TWO-STORY j - / /,-' / RESIDENCE / 4t: O0) WAL — I �w I REM( U � o is -WOOD PORCH FRAME RESIDENCE �? 41 5'2 �'?� �I;r m _ // #149 � � I 10.0' / gnu¢ w I z I #149 /� REMOVE BRIC WO �m o m I 01 V, i 10.0' 5.6' — PAVERS j STE S II z REMOVE CONCRETE x1.3 I / Al — 28.5' 9— I I---REMOVE &ONE RSE DRIVEWAY D COLUMN 79.0' _ •`� RELOCATE AIC UNITS ' - OF (TYPICAL) o REMOVE WOODIO.7' 0'— 147.8 cd C6 I EXIST. M �— — — — — p I DECK U TUNING WAILL - - — C-) 7'WIDE WOOD 0.3' I— —,—s��x x x x — — — ``-0. S83019'54"W 419't(ACT. 5' 1.3' 1. 3.9' 0.9' 51.01 TO CCCL z o ! NORTii 4'WOOD FE CE i u, WALL(TYPICAL) � c3 (200.13'LP.-.P.) Z '� 2'WIDE (ONCRETE co EXISJTING SITE PLAN S �9NALL oa ( L O T 2 N -. i I aw WOODDECK 12 ADJACENT i i m COASTAL CONSTRUCTION I FLOOD ZONE"AO" FLOOD ZONE CONTROL INE �y 9'-11" 34'5" 5'6 12'-5' 3TC° I 14'-2" 23'-0" (DEPTH 2') (EL 17) MATCH LINE 2 w i L 0 T 4 I FLOOD ZONE'AO°1 I n l (DEPTH 2') 1 1 1 50.08'TO CCCL Lo I FLOOD ZONE"X" N ONE ST RY I 1 2'H FABRIC IL 0.7'WIDE 1 I a I NEW BR ON SAND I ( CONTROL F E W/ I i �:, �? BREAKFAST ROOM 203.98 1 PA.P CONCRETE WALL 20.5'TO FENCE 2ND STORY I `� `Q 2'WOOD FENCE REM ADDITION. WALK /8' 12"D I STAKES �' .C. 0.2' I � «� PORT N 0 I RETAIN G ALL N83°24'06' 419'gACT.) 1 .5' WOOD DECK i CON WAL I " = _ -- 2.1''' �2 + x T.CO 1C.WALK I NEW RI BM(CK BO DER ADDED ON D _ RE OVE NC. 0.1' EXIST. V 001) W i WOOD LLII z TWO-STORY STAR $HED `�° I RE OVE &ONE URSE i I WALKWAY ti c� GARAGE I 1 OF UF OM I ' o W rimT.R 'NING W o Q `W 0 7j I ;q / ST $ NE BRIC ON I o 0 d SAN D i U ~ � �' I NEW BRICK PAT 0 1 i I ISTIN CONCRETE ., L, z SCREENED N STOOPS b o i SEAW TO REMAIN Ll NEW CONCRETE PAVER �, o _ �1 ? _ REMO CONCRETE DRIVEWAY&PARKING PORCH Ni<1N BRICK -� � `� I i I SLAB( LAB IS NOT P T F SEAW ON BAND COC• T SHINGLE i PATIO . �W 2'H F RIC SI NO FI REQUIRED, IS 4'THIC WALUFENCE i �.�lOCA �„ FIREPLACE �, / � I /1 OL FE CF�W / -- ND UNITS I 5 ST S@8' C. --� • —x x x RE 3.9' 0.9' 51.01'TO CCCL w v i N W ADDITION IN EXIST WOOD COIND 5'H$HI GLE FENCE, BRI KALK 0 3' EXIST.4'WbOD E CE 1 S830 IMP W 419't(Axu x I 1.5' r 04i REA OF EXIST WALL(TYPICAL) UNIT OPEN U DER FOR 1 NEW ONE STOkY WOOD Sft-41'54"E 49. ' i -SHC WER ENCLOSURE DRAINA (200.13 I.P:I.P.) I PORCH IN PLA¢E OF TTIRAVERSE LINE ONLY 2'WIDE CONCRETE I cl) Loi L 0 T 2 , I EXISTING ONEISTORY (NfbT A BOUNDAR LINE) I SEAWALL I I WOOD PORCHI 1 I 1 ISEE SECTION i.-1 FOR BRICK PATt(0 I I I PAVER DETAIL K 46'-3' 20'-1" S-7' 28'-6" 1 I Lu 1 ora 1 I I z 1 1 0 =Y z �8 ADJA�Eco NT RESIDENCE I 1 0 w PROPOSED SITE PLAN Wo I I 1'=20'-0' NOTE:ELEVATIONS ARE NAVD88 i i L 1 SITE COVERAGE: 1 1 z GAZEBO 1 I i PROPERTY AREA: 20,751 S.F. Z I 1 1 I MAIN HOUSE: 1,625 S.F. I GUEST HOUSE: 1,395 S.F. i 1 j GARAGE&SHED: 484 S.F. hu z WALKS,DRIVE,PATIOS: 2,977 S.F. I I 6 uuI I TOTAL: 6,481 S.F. z = wl I � SITE COVERAGE: 31.2% I 1 z I I I 1 � +ADJACENT REENCE I I w I II � I } I I CONC.SLAB 1:. NEW ONE STOR 2'H FABRIC SILT BREAJ�AST RO CONTROL FENCE W/ NEW BRICK ON SAND STAKES @ 8'O.C. REMOVE ADDITION 2ND STORY EXIST.2'WOOD FENCE PORTION OF WALK X WOOD DECKr CONC.WALK-----\ RETAININGNING WALL x x EXIST.CONC.WALK W/ " Ntw BRICK - � BRICK BORDER ADDED ON SAND — — — — — — — — — — — — REMOVE CONC. i WALK i WOOD EXIST. RR EXIST. LU z TWO-STORY –u�I STAIR I--REMOVE CAP&ONE RSE i WALKWAY OF CMU FROM � GARAGE EXIST.RETAINING Wak 11 Lu 3 a LE \ / S PS ICK NEW BRICK ON Q w TOIL I SAND PATIO —EXISTING RETE U b $ o DUNPSTER] SCREENED NEW BRICK SEAWALL TO REMAIN Q STOOPS D REMOVE CONCRETE m v POLu RCH NFQW BRICK �C MOVE �I i SLAB(SLAB IS NOT PART OF SEAWALL) Lu PAlnMo WALK 2'H FABRIC SILT EXIST,SHINGLECONTROL 10 FEN �yy/ WALL/FENCEREL CATED FIREPLACE BION STAKES 8'O.C!.�/ I _ ----- -----�-- -------- -- ---� COND UNITS x�rt� x x x x EXIST WOOD EXIST BRI EXIST.4'WOOD ENCE CITY OF ATLANTIC NEW CONCRETE PAVER NEW ADDITION IN WALL(TYPICAL) COND WALK BEACH JOB SITE SIGN DRIVEWAY&PARKING AREA OF EXIST UNIT 2'WIDE CONCRETE I SHOWER ENCLOSURE SEAWALL CONSTRUCTION SITE MA AGEMENT PLAN 1"=20'-0" NOTES: I NORTH 1.CITY OF ATLANTIC BEACH JOB SITE SIGN SHALL BE 12"X 18'WITH THE STREET ADDRESS,PHONE NUMBER FOR CITY OF AVTLANTIC BEACH,NAME&PHONE NUMBER OF GENEP�L CONTRACTOR. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION %- i Bureau of Beaches and Coastal Systems FLORA 3900 Commonwealth Blvd.,Mail Station 300 Tallahassee,Florida 32399-3000 Telephone(850)488-7708 NOTICE TO PROCEED Permittee Name: Permit Number: DU-435 SSR Family Ltd., TGR Family, Lxtd., and MR Family, Ltd. Permit Expires: December 15, 2014 c/o` Kevin Partel, President Coastal Consulting &Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final au4horization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Chapter 6213-33; Florida Ad"nistrative Code, any preconstruction requirements, and all permit conditions. Project Description: Addition9 to a non-conforming single-family dwelling, addition to a landward, non-conforming single-family dwelling,other structures/activities, excavation, and fill placement. Project Location: Between a1pproximately 145 feet and 195 feet north of the Department of Environmental Protection's reference monument R-52, in Duval County. Project Address: 149 Beach Avenue, Atlantic Beach. Special Instructions: A preconsttruction conference is required. The permittee shall comply with all I permit conditions. Questions reg ding this notice sWuld be directed to the undersigned at the above address. �2_ f Valerie Jones, Permit M ager Mite VJ/dw - cc: Permit File Permit Information Center" Trey Hatch, Field Inspector SSR Family Ltd., TGR Family, Ltd., and MR Family,Ltd., Property Owner City of Atlantic Beach,BuOlding Official #` Post Conspicuously on the Site DEP Form 73-131 (Updated 2/06) „y PLANNING DEPARTMENT PLAN REVIEW CHECKLIST APPLICANT DANA B KENYON CO PROJECT LOCATION 149 BEACH AVENUE City of Atlantic Beach 800 Seminole Road CONTRACTOR/OWNERRUSTY WHITE(DBK CO)I ANN RILEY Atlantic Beach,FL 32233 (P)904.247.5826 NEW SINGLE-FAMILY r' SIGN(PERMIT (F) 904.247.5845 NEW TWO-OR MULTI-FAMILY ; FENCxE OR POOL PERMIT www.coab.us �` LANDSCAPE PLAN REMODEL OR ADDITION �� RADD-12-00000050 NEW COMMERCIAL OTHLER Application Number NOTES: RENO OF EXISTING 3-STORY MAIN HOUSE ONLY(T'-"lc'PERMIT),WITHIN EXISTING FOOTPRINT;ADD'N OF 1-STORY BRKFST ROOM ON NW CORNER,6-1 FROM NORTH PL&283-'-1"FROM SOUTH PL;ADD'N 1-STORY ON WEST SIDE,8'-3"FROM SOUTH PL PL&CONNECTED TO EXISTING STRUCTURE TO NORTH-ADD'N OF 1-STORY WOOD PORCH ON EAST,8'-11 FROM SOUTH AND 6-7"FROM NORTH PL;PROP'D ISA CALC FOR TALL RENOVATIONS(INCL ALL PERMITS)=31.2% TH: COMPLIES WI COMPREHENSIVE PLAN DESIGNATION? YES [�_?NO RL ZONING DISTRICT DESIGNIATION? YES r;NO RS-2 REQUIRED SEITBACKS? YES r7 NO COMB 15'/MIN 5' MAXIMUM(HEIGHT? YES ;NO NO CHANGE MAXIMUM IMPERVIOLOS AREA? YES r%NO 31.2% REQUIRED PARKING? YES NO NO CHANGE #SPACES SIGN PERMIT CHECKLIST FREESTANDING HEIGHT OF SIGN DIMENSIONS SQUARE FOOTAGE ILLUMINATION DISTANCE FROM PROPERTY LINE(S) rr.FASCIA(WALL) NUMBER OF SIGNS 1.... _' METHOD OF MOUNTING ILLUMINATION _-- ;OTHER N/A LANDSCAPE PLAN REQUIRED YES I<NO DATE REVIEWED 01/13/2012 REVIEWED BY: ERIKA HALL,PRINCIPAL PLANNER COMMENTS PROVIDED TO APPLICANT: (—' YES r:AI NO DATE PROVIDED DATE APPROVED 01/13/2012 APPLICATION APPROVED rI YES r'NO W71sion2.28.2007 :tea n P