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(.`. rvw ate'%'' � _ d -ire:. - , _._..t..„,s,._ems:__,_ - .1:, •,M1 ,.. _r ,,. a :a � , 3; . 1.. �.p. .. : - •• '. ,, ., ti , . -? y:: .. r. I. .. .: .. .. -, ,' .' .,... i �.. .r:,' • r ,! r -d :i . ,, _ F ,.,,l ....• v ,..- 4 ., .. f , y a - it t .. r r;� 4 J �` 1- i T. L_:- _w. - __ __ �._.. ,.. r r 7 -rr mr. ,,_ r f ...,r - _ r :.r;•: - w .. ., ., _ j s,.. . :. .. .. .. . - r _ ,. .. - : f , .� - .. r L., hr w. =, rc' \, r('/I , , r ... .. .. _... --- ... -..r,_ ............_. _ r., , ELECTRICAL FIXTURE LEGEND: $ TOGGLE SWITCH -- $ DIMMER SWITCH _ D DUPLEX RECEPTACLE a DUPLEX REC. ABOVE COUNTER (4411 A,F,F.) 1 10' UTILITY EASEMENT SETBACK \ 3 DUP. REC. - WEATHERPROOF ® 220V, OUTLET/JUNCTION BOX �j 110 V. JUNCTION BOX Q TELEPHONE OUTLET 1 EXIST 1 POOL \ 5 SMOKE DETECTOR 5 CABLE TV OUTLET ` 01 A PENDANT CEILING LT, FIXTURE I 0- I ` 0, B WALL MTD. LT. FIXTURE 1 f f \ EXIST GONG \ � C RECESSED CEILING LT. FIXTURE I IL ' DRIVE711 D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT E EXHAUST FAN/LIGHT COMBO, - $ SEPARATELY , V F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $19) I ' G EXHAUST FAN I \ \ J FLUORESCENT - SURFACE MTD K VANITY FIXTURE + N' V L 2411 UNDERCOUNTER LIGHT R CEILING FIXTURE - SURFACE MTD. SWITCH ONLY LOWER HALF OF DUPLEX OUTLETS WHICH ARE SHOWN AS SWITCHED. I I `�0 ' I EXISTING HOUSE PROVIDE GFI CIRCUITS AT ALL OUTLETS AT ' 41 \�''A \ WET OR DAMP AREAS, I I �I ,,I.PROVIDE AFCI'S IN ALL BEDROOMS PER NEC a NEW SUITE 7 ARTICLE 210-12. 1 41 ut ADDITION COORDINATE W/ SECURITY SUBCONTRACTOR FOR I �` ► OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V 1 01 0 \ POWER SUPPLY FOR SECURITY PANEL I I I15' SI EY RD SETBACK � 231-1111 � l EXIST CONC / WALK L w 8th STREET a SITE PLAN 1/1611 = 11-011 LOT 11 & THE WEST 23,69 FT OF LOT 12 AS SHOWN ON MAP OF CLUB MANOR AS RECORDED IN PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF lTL DUVAL COUNTY, FLORIDA. `. IMPERVIOUS AREA CALCULATION EXIST HOME 2606 PROPOSED ADDITION 240 EXIST DRIVE 650 EXIST SIDEWALK 140 $636 S.F. SARAH EXIST TOTAL LOT AREA 10840 S.F. DA 3• 2868 IMPERIOUS PROPOSED 33.5'!• 00 13 IMPERVIOUS ALLOWED 50% tw LIVING ROOM KITCHEN 0 CLASS OF OCCUPANCY: GROUP R3 p N TYPE OF CONSTRUCTION: TYPE VI UNPROTECTED RELOCATE J � HIGHEST POINT OF ROOF ABOVE CHANDELIER EXIST GRADE: TO CENTER ON MASTER. BEDROOM. WINDOWS W EXIST ROOF; 131�10�� Z FIL NEW ROOF: 131-411 E Cop V NO PROTECTED TREES AFFECTED BY THIS PROJECT. � I -4—• ",jaiEXIST MASONRY CONSTRUCTION 1 FV A N ,r'' DA 2 ` , t' � O LEGEND y� O w SW-1 SHEARWALL W/ 1/211 CDX PLYWD SHEATHING' 6' CASED OPENING c4 z ON 2x6 SPF #2 STUDS @ 1611 O.C. SECURE W/ _ '1 ` — — — -- - -- -- 8d COMMON WIRE NAILS @ 3" O.C. AT EDGES �`� _ — — — — _ n & 6" O.C. IN FIELD. INSTALL SPF 12 BLOCKING ,y r, cv A � AT ALL HORIZONTAL JOINTS. INSTALL 1 SIMPSON `• �. mak/ r 0 1 �y HTT22 W/ 5/811x1211 ANCHOR BOLT & W/ 32-16d NAIL�S ,;; cv ► I TO STUDS AT EAC O OF S EARWALL SEGMENT TAB ,E, 1 COMPONENT AND CL�; DING `� 0�=4 ut —OUTLET C y__ TO STEM WALL BE J n /� 1 DESI�yN FRES URES 2 INSIDE ► ' ` Z COP DESIGN CRI RIA ANl? LOADS �/ �' z � < ` � > � of Atlantic Beach 0 T CABINET. ► `�`, �,� I t _ Planning Citand Zoning Department Building one �`� ./ ALL OTHERS <F O g A P P R O V E r esi natio �� ------- 2001 lorida BuildingCode g Interior Zone End Zoner .` J ABOVE CAB, ► �,-1 `�� 1 r This approval verifies compliance with applicable . U) INCL TEL, ► , . zoning, subdivision and other local land R E t; i I E ® CITY. OF ATLANTIC BEACH (paf) (pof) O O development regulations, but does not constitute CITY OF ATLANTIC BEACH BUILDING oF�Iclr w' Code o i Effective a N F- C v v C b ^ ANSI/ASCE 7- 8 Wind Area �ti O � approval for the Issuance of permits. Compliance BUILDING &ZONING _• ' F L O O R P L A N - �______________ _ 7 ' '. O with Florida Building Code and all other applicable ) nn I. �= N ~�~ N local, State and derat permitting requirement:! R 0 1 6U�'P (Gds 1.25) 0 - 20 of +48 -51 +48 -60) 1/411 1'-011 _ 1241-6201 SITTING g ity � 2 9 200413oof Loading c- must be verified by signature of the C of Atlantis a lfl W 241-2878 81 CLO W Beach Building Official prior to lasuence of w` �_. y ► a ' Top Chord Dead Load 7 paf ='_ ! Z 249.8413 CARPET r �y Z Building Permit, �J y� Top Chord Live Load 20 paf 21 - 50 of +46 -49 +46 -571 N If Approval BY' 'tL _ Bottom Chord Dead Load 5 of =- ------- a� o men BY: a � Bottom Chord Live Load 10 paf B 3-30 0 SH oate: ...�� " ., p r► r .��� Y 51 100 sf +43 -48 +•r!3 -52! Syy-1 REL CATED 6i-lyn 'Floor �oc�ina (Cd. 1,00) '1 1 Top Chord Dead Load 10 paf 101 - 200 of + + ,► Top Chord Live Load 40 paf 42 -45 w�2 -491 23'-11" Bottom Chord Dead Load 5 paf q b q RESIDENCE Bottom Chord Live Load 0 paf END ZONE DISTANCE, a - 6 NOTES: 1, VERIFY ALL DIMENSIONS, C A R I` I G A N ADDITION THIS STRUCTURE IS LOCATED IN THE � EXIST WALL TO REMAIN WIND BORNE DEBRIS REGION AND HAS C — — — EXIST WALL TO BE REMOVED 2. ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. 170 EIGHTH STREET ® NEW WALL SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS ATLANTIC BEACH FLORIDA BEEN DESIGNED AS A PARTIALLY ENCLOSED ► !, OTHERWISE NOTED. FOS a FACE OF STUD, STRUCTURE, AS SUCH THE GYPSUM BOARD J2 Structural Engineer: "" Wind Loadina (Cd- 1.60) CEILING MAY NOT BE USED AS TRUSS AREAS: 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL a BWI Consulting, Inc. ASCE 7-88, 3a Guat 120 MPH BOTTOM CHORD BRACING. RE-rZR TO EXISTING 2606 SF EXTERIOR DOORS. �. Fisher & Simmons Architects Inc. Exposure Category C TRUSS DESIGN DRAWINGS FOR I)RACING SUITE ADD'N 240 24 P.O. Box 51604 1510B Second Street South Jacksonville Beach, Florida - Importance Factor 1,0 LOCATIONS, ACCEPTABLE METHODS4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE„ o Jacksonville Beach, Florida 3��40 TOTAL 2846 SF CHAPTER 16, FOR 120 MPH WINDS. ca FBPE to N0. 9398 " Building Category II INCLUDE 1X4 SPF RAA-RUNS ,W/ 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD (SPIB)j, 40mm 0402 d. T5 ,hkd JWTS daty 3/23/04 1 of 2 w Partially Enalooed COMMON NAILS IN EACH TRUSS OOR R OR APPROVED EQUAL, STUDS CAN BE SPF NO, 2, ALL TIMBER SHALL HAVE A z Interior Presoure Coeff 0.55 SIMPSON TSB2-24 W/ 2-10dxl 1/:111`. NAILS sh G&G Deoign Preootureo (See table 1) IN EACH TRU55. MAXIMUM MOISTURE CONTENT OF 19%. x PLANS Al EXTENDED HIP ROOF W/ FIBERGLASS SHINGLES MATCHING EXISTING CONTRACTOR CONFIRM 12 12 - 7-111 12 FASCIA MATCHING -3F 3 �_ IIII �I I_.11 1LW�U-JIIJJJ_1LLL1U L11-11-.�.l.111L _ 21-611 EXIST 21-61'� 1212 I I SLI_1.�.11 -ll---1J1L.111LL!11 -r- i�- � 1�1J1�U�11 W 11L11_U 111L1 1LL�..1�J1 6" BAND 1" THICK -LLD �_�.L�II I I�j� 11 II [:11E] MATCHING EXISTLL Ll II I 1 1:1 J llLUJJ 1 L1lJ�J LILI.LILI�J� 1L1 Lll_� N N i I I I i l I � � j .w J X72EUJ1lLl l IIII j l l l l _11 J 411 BAND 3/411 THICK�� L \NEW �L I�L���.�� MATCHING EXIST ��JI N EXIST WALL iLLILI-LI 41 1_I-U_MU1=L11JLU t- IJ 11.1llLll I I I II I ILLI l IIIILi I FTN. FLOOR j u u_111 III IIII 11J L l jJ 11 I I Ll�l I Ll L11.11.1.1 11 lir 11ll_ ll �l 1 I lLU !. 11 J11 1 I' >lw' EXISTING ADDITION 1-011-ADDITION EXISTING HARDI-PLANK STRAIGHTEDGE SHINGLE SIDING MATCHING EXIST NORTH ELEVATION WEST ELEVATION 1/4" = 1'-0" WINDOW TRIM TO MATCH EXIST WINDOW 1/4" = 1'-0" EXTENDED HIP ROOF W/ FIBERGLASS TRIM AT EXIST SHAKED AREAS OF HOUSE SHINGLES MATCHING EXISTING 12 2'-6u* FASCIA MATCHING ^I3 EXIST SIMPSON H8 TWISTED STRAP W/ 10-10d NAILS CONTRACTOR CONFIRM @ EACH RAFTER FIBERGLASS SHINGLES ON R-30 F'GLASS BATTS CONT EXIST ADJACENT 6" BAND 1" THICK W/ BAFFLES @ EAVES WALL & ROOF 1L MATCHING EXIST LAPPED 30# f=ELTs ON JE11 7/16" OSB PLYWD ON 2x6 12 2x6 CEILING JOIST @ Lb LLULU-ba ILL RAFTERS @ 2411 O,C, MATCH 3�— 24" O.C. W/ 6-16d NAILS MATCHING EXIST EXIST TO ADJACENT RAFTER ao 4" BAND 3/4" THICK CONT ALUM SAVE I-LLLLLiLfl-LLLLMATCHING EXIST DRIP OVER P.T, 1x3 +8'-1 1/ " ON P.T. #1 2x8 FASCIA 1/2" CEILING GYP BD MATCHING EXIST -LLL11 I ILI FIN. FLOOR DBLE 2x6 SYP #2 TOP MffHLII I III SLI I� II HARDI-PLANK STRAIGHT-EDGE SHINGLE 1/2" PLYWD SOFFIT PLATE W/ SIMPSON SPH6 SIDING MATCHING EXIST W/ CONT 2" SCREENED @ 32 & EVERY HEADER N KING STUD W/ 10-10d VENT MATCHING EXIST N w EXISTING ( 101-011 ADDITION � NAILS tu 1/2" GYPSUM BD tu2x12 v EAST ELEVATION W/P1 ACK &Y2 KINGSADER TYP < 1/411 = 1'-011 U.O.N. 2 0 HARDIPLANK SHINGLES ~ MATCHING & ALIGNED >- W/ EXISTING SHINGLES R,19 GATT INSUL CONT W ON LAPPED 30# FELTS ONIL 1/2" CDX PLYWD SHEATH'G 1/2" GYPSUM BD H 7 ON 2x6 STUDS @ 16" O,C. w - 8d NAILS @ C" O.C. CONT CONCRETE NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS & SLABS 2,500 PSI AT 28 DAYS (UNO). 3/4" PLYWD JOISTS FLR - 2. ALL REINFORCING STEEL #3 & BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO), ON P,T, 2x8 JOISTS CO 3. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 251' LAP, W1 2x8 SYP C PLATE C� 16" O.C. iq 4, FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF, 2./ 1/2 x10 ANCHOR BOLT W/ 5. EARTH FILL SUPPORTING SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL. & 7."x2"x1/8" WASHER ® 24" O.C. +O'-O" W/ SIMPSON CS16 STRAP COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED) PROCTOR MAXIMUM DRY DENSITY. MINIMUM SOIL BEARING CAPACITY a 2000 PSF. @ 32" O.C. & HEADER KING TERMITE SHIELD CONT 6, STEMWALLS OVER 4 COURSES TALL REQUIRES SPECIAL ATTENTION TO BRACING DURING �% STUDS - SEE NOTE A N CONSTRUCTION, CONTACT ENGINEER OF RECORD IF THIS CONDITION EXISTS, STUCCO WASH DIRECTLY 8" CMU W/ #5 IN 7. TO CONTROL CRACKING IN THE SLAB CUT 1" DEEP SAW CUTS IN A 151x15' GRID THROUGHOUT ON CMU ��,�-� FILLED CELL @ ENDS, THE SLAB WITHIN 12 HOURS OF A CdNCRETE PLACEMENT, �\ � 81-011 - i�/�/�/\ \/\/\/,�i CORNERS & O.C.O,C. FINISH GRADE - SLOPE �/\//\�/\�/� \�/\�/� ! ' 8, DO NOT SCALE FOOTING DIMENSIONS & LOCATIONS FROM THE FOUNDATION PLAN, DO NOT AWAY FROM BUILDING DETERMINE FOOTING LOCATION FROM ARCHITECTURAL PLANS OR FRAMING PLAN, If= FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, CONTACT 4 `0 %\ THE ENGINEER OF RECORD. '6"xa" CONC FTG WI 2-#5 CONT EXIST RIDGE 2x4 COLLAR * 1 WALL SECTION jr EVERY OTHER R FTEF 2 1/2" = 1'-0" S'T SET W/ 5-10d N AILS 411 EACH END 1 5/8" NOTE A; PROVIDE SIMPSON C516x48" STRAP 0 32" O.C. & AT HEADER KINGS CS16 PROFILE WRAPPING P.T, 2x8 PLATE IN PROFILE SHOWN W/ 8-10d NAILS INTO STUD 2x10 FASTEN 2x10N IL R NOTES: TO ROOF W/ 5-12d 1, ROOF SHEATHING TO BE 7/16" MIN, OSB W/ 8d " uv NAILS 0 24" O. , COMMON WIRE NAILS @ 4" O.C. @ ALL EDGES & �t? 6" OL, 0 INTERMEDIATE SUPPORTS. , C \ O 2. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWD ' +tib ,�Q /� \R W/ BLOCKING AT EDGES, W/ 8d COMMON NAILS AT tCi `r/ w \+ts, C143" O.C. AT EDGES & 611 O.C. IN FIELD. "- Li SEE BHT A2 FOR SHEAR WALLS & NOTES. 3, GLUE & NAIL ALL 3/4" STURDI-FLOOR PLYWD SUB-FLOOR SHEATHING ,:W/ 10, c ° 0 " / COMMON WIRE NAILS @ 4" O.C. EDGES & 6" O.C. FIELD, INSTALL SOLID,` �i�' EXIST 8 CONC BLOCK ON \ 16"x8" CONC FOOTING a0 w BLOCKING BE FLOOR TRUSSES AT ALL BEARING WALLS & SHEARWALLS:. �' / cv \ RAFTER O ll TOE NAIL BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS @ 6" O.C. ":;� P.T. 2x4 KNEE WALL SITTING ON Q 4. ALL EXTERIOR FASTENERS TO BE STAINLESS STEEL, EXIST FOOTING LEDGE / \NAILER H / \ X / CV7-1 r'z C� " CONCRETE! ON _ 16"x8" coNc FOOTING w/ .� _.. .� _ _ _ _ �. - - _.__ - - _. _ __.. - - - ___. _ ..._.. _... — _ _ 8 2-#5 CONT W/ FILLED CELL ❑ W/ #5 VERT @ ALL CORNERS, ❑ d ti, ` ► N ENDS, & 4'-0" { O.C. - ALIGN N W/ EXIST FOUNDATION ti `tea �b 4 r a ATTACH NEW FOOTING TO EXIST a W/ 2- #5 BARS x 11•-6" EPDXIED -i L� w a , El INTO INTO HOLES DRILLED 6 INTO EXIST El IL I- FTG FTG @ 1011 O.C. CENTERED IN DEPTH Q OF Fx OOTING w- IG- co CAR (� GANESIC� ENCE ADDITION ❑ ❑ ❑ ❑ ❑ ❑ ❑ C4 = 170 EIGHTH STREET 12 ATLANTIC BEACH, FLORIDA P.T. 2X8 JOISTS 0 16" O.C. 231-1111 Structural Engineer:2x6 RAFTERS OVER 2x6 CEILING JOISTS @ 24" BWI Consulting, Inc. Inc.Fisher & Simmons Architects, � C. H8 TO TOP PLATE Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida a FOUNDATION PLAN FLOOR FRAMING PLAN a ROOF FRAMING PLAN FBPB CA N0. 9938 904-249-8413 1/4" 1' -O" 1/4" 1'-O" 1/4 1 - O oomm 0402 arwn TS ohkd JWTS dat• 3/23/04 1 or 2 �� �� ELEVATIONS, SECTION, & ah. FOUNDATION & FRAMING PLANS A2 ELECTRICAL FIXTURE LEGEND; 101-411 6511 $ TOGGLE SWITCH DIMMER SWITCH 45'-11" 2010" n DUPLEX RECEPTACLE 12',411 33'"711 DUPLEX REC. ABOVE COUNTER (44" A.F•F,) 3 DUP, REC, - WEATHERPROOF REPAIR & REPLACE 121011 ® 22OV. OUTLET/JUNCTION BOX 110 V. JUNCION z PAVERS @ POOL 1 _0 I_ neA ` 1t_0 ht_ a UQ TELEPHONETOUTLEOX 2 SSMOKE DETECTOR V g1,gy4n 31_411 41-23�q" 21.7u 31-41 51 2u;- 51_2" 11, 1_411 31-411 31-411 31_411 41-011 ALL WINDOWS & DOORS F_ CABLE TV OUTLET TO BE EQUIPPED W/ NETWORK OUTLET w 1 1 POOL ALARM CONNECTED "x16" VENT N 3R 6° , A2 TO & CONTROLLED BY A PENDANT CEILING LT. FIXTURE 8 8" SCREEN IN EXIST ALARM SYSTEM B WALL MTD, LT, FIXTURE STEMWALL civ ALL 2x6 EXTERIOR C RECESSED CEILING LT, FIXTURE WALLS D DOUBLE FLOOD LIGHTS MTD, UNDER SOFFIT -1 30CO SH 30(50 5H SW-1 306 SH 3 M (2)3 78 FR O H 3 6 SH 306 SH 306 S4_36_6 SH E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) HOS BT x G EXHAUST FAN Ir+"' IL SIM J FLUORESCENT •- SURFACE MTD O i VN g" A2 K VANITY FIXTURE 11 11 L 24 UNDERCOUNTER LIGHT 0 t A REUSE EXIST J .�� 8 x16 VENT r FAN FROM C -�- C - C C C4 W/ SCREEN IN R CEILING FIXTURE - SURFACE MTD, REWIRE EXIST OFFICE STEMWALL SWITCH ONLY LOWER HALF OF DUPLEX FLOOD TO NEW 'E w OUTLETS WHICH ARE SHOWN AS SWITCHED• SWITCH a• 1x6 STAIN- RADE D EXIST (2)3040 F — _ ad WOOD H� G__ — — — — — PROVIDE GPI CIRCUITS AT ALL OUTLETS AT g�R'. . RT ACCESS WOOD II�tG- IN SUNROOM/FAMILY WET OR DAMP AREAS, CROWN TO MATCH EXIST TO CRAWL � �` �V�V vFC/ IN LIVING/KITCHEN PROVIDE AFCI'S IN ALL BEDROOMS PER NEC SPA DER V ARTICLE 210-12, FL C HANNAH r COORDINATE W/ SECURITY SUBCONTRACTOR FOR -� 9' CLG, KNOC WN FINISH I I I OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V OAK FLOORS CH EXIST ao N �� POWER SUPPLY FOR SECURITY PANEL. EX ST STO A ' gl CLO I ' CLO A/C'D 5068 LOUVERED OAK FLOORS MATCH XIST OAK FLOORS MATC T N TWORK B BYPASS MATCH'G EXIST I o O TLET n 21-9171 �.- � E ____ � � C C � C ROD s 'N EV4� � o — -�Q _ _�Q E Q E o REUSE EXIST ' — — — — 2668$ — — — OPENING OPENING o ~ REMOVE & REPLACE COACH LAMP N Ir —_ _ _ — _ C'4 �y' ' I P ., . A _ STAIRS AS NEEDED REMOVIE EXIST 2668 8068 CASED OPEN EXIST CASED OPE C CABINhT IN ; N PLACE OF EXI DRS CORNER .�� RUN TO RUN TO + ' 6--PANEL EXIST EXIST SOLID DOOR SWITCHES DIMMER DO NOT INSULATE W/ EXIST ` EXIST EXIST SARAH EXIST BATH UNDERCUT R-19 ROLLED CONTROL ELIC PATCH,, PAINT, &IDBLGSHEETROC LASS ' PANEL REPAIR, WALL, BOTH FACES FLOOR & CEILING AS NEEDED FROM EXIST p DOOR 1"NSTALLATION EXIST LIVING j�00(y� A/C EXIST KITCHE _ 1 J =ST LAUNDRY EXY�5T MA$TER BATH N O _ 'AD EXIST A/C NETWORK OUTLET EXIST ' ' POWER91 i r r EXIST MASTER BEDROOM DEMOLITION NOTES: 1, REMOVE EXIST STORAGE, COVERED PORCH & NOOK FRAMING TO LIMITS SHOWN, 2, REMOVE & SALVAGE EXIST WET BAR IN EXIST ALARM STORAGE ROOM. CAP PLUMBING. �.` SYSTEM MAI 3. REMOVE GRAVITY DRAIN CLEANOUTPANEL EXIST STORAGE & POOL Planning :w, EXIST EVAN i EXIST DINING_ R ��- 4. CONTRACTOR SHALL GRADE & SOD YARD 1h'$ approval verifies rmnal;2n-� rrith appq"ble r nine, swodiv s;�n ar:d otr er local land EXIST BATH AREAS AFFECTED BY CONSTRUCTION, development raqulatu».s t,t coes not constitute approval for the igsjan.e of oerrnits compliance 5. RELOCATE EXIST IRRIGATION PRIOR TO with Florida Building Cud(- e01 other applicable DEMOLITION & REPLACE AFTER CONSTRU ttrggptate and Fr, e - i,errr tiny requirernents LA '[ba verifie by sig, at,;re.tff the city•ofAtiBAtle ch Buildi fficial prior to'the issuatto tf a ding Per rove EXIST PLANTER e. m 'ty�Qeve_f9_ A m. Z �err w EXIST CATS LEGEND CABLE IN ATTIC 5W-1 SHEARWALL W/ 1/2" CDX PLYWD SHEATHING "r ON 2x6 SPF #2 STUDS @ 1611 O.C. SECURE W/ EXIST OFFICE_ 8d COMMON WIRE NAILS 0 311 O.C. AT EDGES & 611 O.C. IN FIELD. INSTALL SPF #2 BLe6KING ,'• AT ALL HORIZONTAL JOINTS, INSTALL 1 P.,IMPSdN,'1'-- HTT22 W/ 5/8"x1211 ANCHOR BOLT & W/ 327`164, NA;QS SABLE 1 COMPQ,[�J._FNT ANr� CLADDING � F L o o R PLAN TO STUDS AT EACH END OF SHEARWALL SEGM`ENT��� ry • DESIG(� PRESSURES TO STEM WALL BELOW. D_ESIG�( CRITERIA ANp L QAD9 1/4a - 11.0n .Buildina Code one aoignatla Interior Zone End Zone M r• 2001 [orida Building Cade s�. w r.' o-de- for Dooign Lo Effective (psf) ( pasf ANSI/ASCE 7-68 Wind Area 0 - 20 of +48 -51 +48 -60 CIT OF A' ANTIC g ACH (Cd- 1.25) ,;, Top Chord Dead Load 7 pof Top Chord Live Load 20 paf 21 - 50 of +46 -49 +46 -57 JUL 2 g 2004 ` �; •. ' .�` �+.:, . Bottom Chord Dead Load 5 pef � I � �':� ;� �r ? � ,.;rr. ; Bottom Chord Live Load 10 paf y E144r Loa (Cdr 1.00) 51 - 100 of +43 -48 +43 -52 ding v nt_nrw Top Chord Dead Load 10 pof Tap Chord Live Load 40 paf 101 - 200 of +42 -45 +42 •-49 —r, ..., k3ottom Chard Dead Load 5 pof NOTES: END ZONE DISTANCE, � 5' Bottom Chord Live Load 0 paf 1 � EXIST WALL TO REMAIN 1. VERIFY ALL DIMENSIONS. C — 71 EXIST WALL TO BE REMOVED 2, ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD, � A R R T V H v RESIDENCE E S 1 � � � � � ADDITT ON 17777777= NEW WALL SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS 170 EIGHTH STREET OTHERWISE NOTED. FOS = FACE OF STUD, ATLANTIC: BEACH, FLORIDA Wind Loadirtrrl (Cdr 1,60) IMPERVIOUS AREA CALCULATIONS: AREAS: 3, PROVIDE WEATHERPROOF THRESHOLDS & WEATHERSTRIPPING AT ALL o, ASCE 7-981 36 Gust 120 MPH 1- LOT AREA 10840 EXISTING 2839 SP EXTERIOR DOORS. Fisher 8C Simmons lT'C�11teC�GS Inc. Exposure Category C REMOVED 258 � Importance Factor 1.0 BUILDING AREA 3316 SF 1 4. DESIGN MEETS WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE, ; ' Building Category II PAVER AREA (1044x0,50) 522 ADDIN 735 CHAPTER 16, FOR 120 MPH WINDS, x 1510B Second Street South Jacksonville Beach, Florida Partially Enclosed SIDEWALK & DRIVEWAY 7'90 TOTAL ACID 3316 SF 5. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP NO 2 KD ISPIB), 0 Interior Pressure Coeff 0,55 TOTAL IMPERVIOUS 4628 SF 42.7% OR APPROVED EQUAL. STUDS CAN BE SPF NO, 2. ALL TIMBER SHALL HAVE Aocmm 0402 drwn TS chkd JWTS dpt. 7/22/04 1 of 4 • C&C Design Presaurea (see table 1) MAXIMUM MOISTURE CONTENT OF 19%. co O eh. N FLOOR PLAN At . . t I I Ij 7U ROOF EXTENSION BEYOND W/ 12 12 SHINGLES MATCHING EXISTING SIMPSON MTS12 TWISTED STRAP W/ 10-10d NAILS 12 12 12 12 EXIST FASCIA MATCHING @ EACH RAFTER 21-611 . FIBERGLASS SHINGLES ON R-30 F'GLASS BATTS CONT LAPPED 30# FELTS ON W/ BAFFLES @ EAVES 7/16" OSB PLYWD ON 2x8, 21•-6" 12 2x8 CEILING JOIST @ RAFTERS @ 24" O.C. MATCH 3� 24" O.C. W/ 6-12d NAILS 611 BAND MATCHING EXIST EXIST TO ADJACENT RAFTER ■ CONT ALUM EAVE o o +91-1 ❑ DRIP OVER P.T. 1x3 1/ n ON P,T. #1 2x8 FASCIA CO 411 BAND MATCHING EXIST 1/2" CEILING GYP BD DBLE 2x6 SYP #2 TOP 1/2" PLYWD SOFFIT PLATE W/ SIMPSON SPH6 W/ CONT 2'1 SCREENED @ 32 & EVERY HEADER FIN. FLOOR VENT MATCHING EXIST KING STUD W/ 10-10d ----- NAILS 1/2" GYPSUM BD TRPL 2x8 SYP #2 HEADER EXIST HARDI-PLANK SHINGLE W/ 1 JACK & 2 KINGS TYP NORTH ELEVATION SIDING U.O.N. 1/411 � 1'•-011 HARDIPLANK SHINGLES _ MATCHING & ALIGNED W/ EXISTING SHINGLES _ ON LAPPED 30# FELTS 0 ap 0) WINDOW TRIM TO MATCH EXIST WINDOW 1/211 CDX PLYWD SHEATH'G R-19 BATT INSUL CONT NEW ROOF VENT TRIM AT EXIST SNAKED AREAS OF HOUSE ON 2x6 STUDS @ 16 O.C. 1/211 GYPSUM BD HIP ROOF W/ FIBERGLASS EXIST HIP ROOF W/ FIBERGLASS SHINGLES MATCHING EXISTING 8d NAILS @ 611 O.C. CONT SHINGLES 3/411 PLYWD STURDIFLR ON CONTRACTOR CONFIRM 16" TJI PR0350 I-JOISTS 32 T 12 FASCIA MATCHING @ 1611 O.C. EXIST FASCIA 3 21-6111 EXIST 21-6" 12 R-30 BATTS IN FL.00RO 0 I L=Fr 3 STUCCO WASH DIRECTLY 1- 11 ON CMU - i 1611 RIMBOARD 6° BAND LLI ILS I II LI__i IL�� 611 BAND 111 THICK - TERMITE SHIELD CONT _ L11 MATCHING EXIST FINISH GRADE SLOPE r N AWAY FROM BUILDING 8" CMU W/ ALL CELLS - I L� II LI II I ILL-l�_Ll- i 2011x1011 CONIC FTG W/ / FILLED & #5 @ ENDS, n _ 411 BAND CO 1LL.L1��11111 �� I II l l I I I II 0) II 1� 3-#4 CONT %\\�\\ \/ \\ \\!\\/\\% CORNERS & 4'-0" O.C. r I I 1 I I III I I I II .L. 4 BAND 3/4 THICK ,� \\�\//� � /\// . pr ' MATCHING EXIST LLLLILU�i �L�LIQ 6 MIL VISQUEEN �;�\/\ . 4 i\\ 1 1- OVER O fl I III I II Ll1 III LI II II I i I OVER ENTIRE ��!\ III ! GROUND SURFACE FTN. FLOOR Ll_� FIN. FLOOR UNDER FLOOR. 1�-8" Il._� PROVIDE 12'1 11 11 11111 11 11 11 11 11 11 111I I LAP (�+ EDGES rl_'� WALL SECTION EXISTING 16'-011 ADDITION VENT A 2- WEST 411 WEST ELEVATION HARDI-�PLANK STRAIGHTEDGE SHINGLE 1 5/811 1/4" = 1'-O" SIDING MATCHING EXIST ALL WALL & ROOF SHEATHING IS NAILED W/ 8d 7 3/811 NAILS AT 3" O.C. AT EDGES & 611 O.C. IN FIELD. CS16 PROFILE SEE SHT Al FOR SHEAR WALLS & NOTES, HIP ROOF W/ FIBERGLASS NOTE A: SHINGLES MATCHING EXIS PROVIDE SIMPSON CS16x48" STRAP @ 3211 O.C. & AT HEADER KINGS CONTRACTOR CONFIRM WRAPPING P.T, 2x8 PLATE IN PROFILE SHOWN W/ 10-10d NAILS 611 BAND 111 THICK 12 MATCHING EXIST 1 :3 FASCIA MATCHING INTO STUD EXIST 12 21w6"* 51 3 12 3r P.T. 2x8 SYP #2 PLATE W/ 1/211x10" ANCHOR BOLT W/ 211x211x1/811 WASHER @ 3211 O.C. 2 P.T. 2x12 LEDGER W/ 5/81' ?. x811 ANCHOR BLOTS @ 8" ' PAVER TILES STAGGERED i DOOR THRESHOLD SET IN ab #4 @ 12" O.C. - EXTEND SEALANT ATOP ALUM FLASHIG INTO CMU STEM WALL REUSE EXIST COACH LAMP 3/4" PLYWD STURDIFLR ON 16" TJI PRO350 1-JOISTS - --- #4 CONT @ 1611 O.C. N11.Ell1'"-011 41"-011 R-30 BATTS IN FLOOR FI FL OR EXISTING ADDITION ADDITION EXISTING 111 SIMPSON IUT5614 N d I-JOIST HANGER \411 BAND 3/411 THICK y. TERMITE SHIELD CONT MATCHING EXIST SOUTH ELEVATION o 4 • ,a..�/\//\\/�\\��\\�\\�\\�\\\fir\\�\\�� �a ^��+`:,���•t�, 1,: 1/411 11-011 11 8 CMU W/ ALL CELLS q , -'ILL E D & #5 @ END S J \//i//l //////\//\//\j/\/\r/\//\//\j/\j/�/ C O R N E R Si & 4 0 O.C. /\i/�/,.\i/�i/�i/�/i/moi/moi/��/ice./ •. b _► . NEW ROOF VENT MIL VISQUEEN HIP ROOF W/ FIBERGLASS 2-#4 CONT OVER ENTIRE GROUND SURFACE SHINGLES MATCHING EXIST SEXIST HIP HINGLES ROOF W/ FIBERGLASS 11. 811 UNDER FLOOR, � ✓ ; CONTRACTOR CONFIRM 20"x10" CONIC FTG W/ PROVIDE 12" I'•'�' 12 3-#4 CONT LAP @ EDGES FASCIA MATCHING rlA WALL SECTION EXIST .�..""� 3 21..6"* EXIST FASCIA fie,,.. ��, ,., c.t o,,•��. �''1/ 611 BAND CC �_a 6 BAND 1 THICK _ K %, ' 7" ,' MATCHING EXIST0) jjHI 11 1111 1 1111 E3 M 9 4" BAND 3/411 THICK REUSE EXIST °0 411 BAND MATCHING EXIST COACH LAMP CARRIGAN RESIDENCE ADDITION' FIN. FLOOR FIN, FLOOR 170 EIGHTH STREET ATLANTIC BEACH, FLORIDA HARDI-PLANK STRAIG DGE w Structural Engineer: SHINGLE SIDING M ING EXIST BWI Consulting, Inc. 6'-OII ADDITION EXISTING m P.O. Box 51604 Fisher & Simmons Architects, Inc. a z Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida VENT EAST ELEVATION 0 FBPE CA No. 9338 904-249-8413 1/411 a 11-011 0 Comm 0402 drwn TS ohkd JWTS date 7/22/04 2 or 4 z ah, d Uuffi u ELEVATIONS & SECTIONA2 a 1A 10'-411 A2451-1111 171-511 1'-a oV 81-011 11_giLp i 16-611 0 a 0 J47 CONCRETE NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS & SLABS 2,500 PSI AT 28 DAYS (UNO). IN VENT STEMWALL 2. ALL REINFORCING STEEL #3 & BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). N CMU 2 COURSES 3, ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 2511 LAP, HIGHER THIS AREA 4. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE & SHALL NOT REQUIRE WWF. 5, EARTH FILL SUPPORTING SLABS ON GRADE SHALL BE FREE OF ORGANIC MATERIAL & COHESIVE SOILS, COMPACT THE FILL IN 1211 LIFTS TO AT LEAST 95% OF MODIFIED I] El El El ❑ El El ❑ ❑ ❑ PROCTOR MAXIMUM DRY DENSITY. MINIMUM SOIL BEARING CAPACITY - 2000 PSF. EXIST FOOTING & Xz SLAB TO REMAIN 0 0 1 ❑ 811 CONCRETE BLOCK ONElQ 1611x8°1 CONC FOOTING W/ 2-#5 CONT W/ FILLED CELL W/ #5 VERT @ ALL CORNERS, ENDS, & 4'-011 O.C. - ALIGN N W/ EXIST FOUNDATION O X ATTACH NEW FOOTING TO EXIST w W/ 2- #5 BARS x 11-611 EPDXIED INTO HOLES DRILLED 611 INTO EXIST 811x1611 VENT FTG @ 1011 O.C. CENTERED IN DEPTH IN STEMWALL OF FOOTING ❑ O NOTE TO CONTRACTOR: PLACEMENT OF THIS FOOTING REQUIRES DRIVEWAY SLAB TO BE CUT Cr) z M REMOVE EXIST GONG STEPS j M X EXIST 8t1 GONG BLOCK ON 161lx8" GONG FOOTING FOUNDATION PLAN 1/411 1'-0" 1A A2 1/211 GYP BD ON P.T. 1x4 FURRING @ 1611 O.C. 16" TJI PRO350 I-JOISTS @ 1611 O.C. 2-P.T. 2x12 SYP #2 LEDGER - SEE 1A/A2 3/411 PLYWD STURDIFLR ON 1611 TJI PRO350 I-JOISTS EXIST WALL 8, FLOOR @ 1611 O.C. R-30 BATTS IN FLOOR INSULATE FLOOR W/ R-30 FIBERGLASS - BATTS EXIST 811 CMU WALL d TERMITE SHIELD CONT 6 MIL VISQUEEN 2 P.T. 2x4 SYP #2 PLATE OVER ENTIRE BEARING P.T. 2x4 KNEE WALL GROUND SURFACE SUPPORTING I-JOISTS UNDER FLOOR. ��/��j�/1�j����/� ��/�����j�/ % EXIST 811 GONG SLAB W/ DBLE P,T, 2x4 TO P.T. LAP @ EDGES PLATE, .T. 2xSTUD PROVIDE 1211 ����\\��• ��/��' r ' '' .c.kfl.„�, @ AT P. & x4 2x4 EXIST GONG FOOTING SILL PLATE W/ 1/211X SO ID 13LKO T IDS AN 811 ANCHOR BOLTS EPDXIED INTO HOLES zh` d O ,. DRILLED INTO EXIST �-• �, WALL SECTION 811 CONC SLAB (611 MIN h EMBED) @ 2411 O.C. 0 f1 1/211 -- 11-011 K Q 'fh�, 4, rc•. ti A2 \P,T. 2-2x4 SITTING ON w EXIST SLAB ' \H U `r r. IQr Ilt t CARRIGAN RESIDENCE ADDITION '170 EIGHTH STREET ATLANTIC BEACH, FLORIDA Structural Engineer: BWI Consulting, Inc. Fisher & Simmons Architects, Inc. P.O. Box 51604 yy z Jacksonville Beach, Florida 32240 1510B Second Street South Jacksonville Beach, Florida FLOOR FRAMING PLAN 0 FBPE CA N0. 9338 904-249-9413 1/411 11-011 N oomm 0402 T5 c+hkd JWTS data 7/22/04 3 op 4 z mh, 0 14 FOUNDATION & FRAMING PLAN A3 EACH RAFTER TO 2-2x12 [RIDGE W/ 2-H35 INVERTED HUS28 @ EACH RAFTER TO RIDGE 2x8 RAFTER MT912 FROM BEAM TO EACH RAFTER 2x10 NAILER 3-2x12 NO 2 SYP BEAM 2-CS16 W/ 20-10d 2x8 RAFTER EXIST ROOF NAILS EACH FACE FRAMING OF BEAM 0 EACH 2x8 RAFTERS OVER 2x8 CEILING JOISTS @ 24" O.C. POST SUPPORT MT512 TO TOP PLATE (JOISTS TO RAFTERS: 6-12d AT HEEL[ l' - --- - 3-2x4 POST HIP TO TRPL STUD: HTT16 W/ 1/2"x10" 3-HTS30 W/ 10d ANCHOR BOLT NAILS EPDXIED INTO STUD GROUP TO STEM T IPLE 2x8 SYP HEADERS TYP WALL: HTT22 HIP TO TRPL STUD: &X18 16d I NAILS M 3-HT530 W/ 10d NAILS _ TO POST 6 STUD GROUP TO STEM � � CUT RAFTER TAILS p w Q WALL: HTT22 EXIST CMU WALL-----_,,,_ OFF a s N _j U Q _ < - - -1 v� T-- O I-- � ° �� �,� a w srti 3 (0 �+ a A4 0 000E FOAMING SECTIO 3 � N N �� 3-2 4 P, . NO, 2 SY tib` w ax° [- tic POST UNDER EACH IP. + I [- p AL�, 1/2�� 1'-O" N 3- 0 W/ 1 d NA LS '�� IL y� FROM HIPTO OST, "a I jg N HT 2 FROM OST O MA 0 R . co IL NOT A BEARING 3 2x4 L C4 POINT P ST 13 (3) 2x12 ' 2x4 COLLAR 0 EXIST 6' EVERY OTHER RAFTER SHADOWBOX 6 � SET W/ 5-10d NAILS t � p EACH END � FENCE �r w CH E 2 2 2 RI G ENT SETBACK S -- [- &ERELOCATE GATE CTIONS Ttiro `,' -1 ?+j0 \ c] e SAND �INTSs W/� EXIST As NEEDED O '� 141x28' POOL DUMPSTER p r<�� \ JP _ ��ti� LOCATION w N ADDITION / ADD SELF 1- O L tiQ �� J \ 0 CLOSING SPRING � ��� °- EXIST GONG �y GATE LATCH co �,�+ O,y �O RAFTER TO W O .� \DRIVE \ 2 HEIGHTS TO x — ry ro ry NAILER (2) H5 TYP � I ' _ MEET POOL N N Q = CO SAFETY CODE r \ N RAFTER TO 2x10 NAILER (� EXIST RIDGE R MOVED EXI TING NAIL R (2) H5 TYP EXIST VI - v� 2xt8 RAFTERS (� 24" O,C, ALIGNED W/ EXIST ROOF SLOPE � FENCE \?0 \ FASTEN 2x10 NAILER EXISTING HOUSE �� TO ROOF W/ 5-12d 0) 1j, NAILS (� 24�' O,C. ADD SELF I QI �` CLOSING SPRING I \s G TE LATCH ST L PvvHEIGHTS� w MEET POOL W EXIST 9< �J SAFETY CODE PLANTER -F N 15 SI Y RD SETBACK I- N x EXIST CONC WALK i X ST 8th STREET a SITE PLAN LOT 11 & THE WEST 23.69 FT OF SEE SHEET Al FOR IMPERVIOUS AREAS��, J. C1:0, LOT 12 AS SHOWN ON MAP OF CLUB MANOR AS RECORDED IN r 1 "• • 6 PLAT BOOK 25, PAGE 62 OF THE C CURRENT PUBLIC RECORDS OF ` DUVAL COUNTY, FLORIDA, Qo U �~� �'� $�/ �`/J tier •. rAlrr w. ROOF FRAMING PLAN 1/4" - V-0" ALL RAFTERS 2x8 24" ALL RAFTERS TO HIPS & RIDGES: 5�-10d TOE NAILS + A35. ' ? *NOTE: IF 2x10 NAILER IS TO BE PLACED OVER EXIST SHINGLES, 5-12d @ 2411 O.C. TO BE CHANGED TO 3-511 LONG 129 WOOD SCREWS ® 24 O.C. ;�1 �: ,� S�.r•� ��. CARRIGAN RESIDENCE ADDITION 170 EIGHTH STREET ATLANTIC BEACH, FLORIDA Fisher & Simmons Architects, Inc. 1510E Second Street South Jacksonville Beach, Florida P U Gomm 0402 d,, TS I ahkd JWTS data 7/22/04 4 of 4 SITE PLAN & °h' M luAA ROOF FLAMING PLAN 10 19/T 1-1 S�I-